20051691 Ver 1_COMPLETE FILE_20050906

LESTER STANCIL & ASSOCIATES,
Professional Land Surveyor, P. A.
P. O. Box 730, Angier, N. C. 27501
919-639-2133 - FAX [phone]
September 2, 2005
N.C. Division of Water Qualty
1650 Mail Service Center
Raleigh, N. C. 27699-1650
Attention John Dorney
20051691
E7 D
DV'A09D
2005
SEP 6
DE SNOslo dNAER ?1CH
,I?ND
Re: The Village of Charleston
401 Water Quality Certification
Dear Mr. Dorney:
Enclosed is the application package for the above project in which we have supplied
the Permit number requested in your letter dated August 29, 2005. Also, enclosed is the
original resubmittal fee represented by Check #10004 in the amount of $200.
If I can be of further assistance, please feel free to call. Your prompt review of this project
is greatly appreciated.
Very truly yours,
Lester Stancil
Professional Land Surveyor, P.A.
LS:ns
Enclosure: PCN application-revised
Check 910004 - $200

2 0 0 5 1 6 9 1
STANCIL & ASSOCIATES -----?-' Professional Land Surveyor, P.A., 98 E. Depot Street, P. O. Bog 730 y ,
Angier, N. C. 27501
Telephone [phone] - FAX (919)639'26` 0- B''_ UGH `"`-=
TO: N.C.Dept.of Environment and JOB:
Natural Resources-[Dater uality Sec.
Attn:- Eric [i. I:ulz
1628 Mail Service Ctr.
Raleigh, N.C. 27699-1628 DATE:
Dear Mr. Kulz
I am forwarding to you today the following:
X Prints
Check
Other
REMARKS :
Enclosed are sets for the above project for your review.
STANCIL & ASSOCIATES, P.L.S., P.A.
By Lester
IL/
AUG 1 6 ?005
`*TLANOSAN STORMWA RBRAtiCF!
The Village of Charleston
8-5-05
O?O? W AT ?T QG

August 29, 2005
Wake County
CERTIFIED MAIL
Stancil & Associates
98 E. Depot Street
PO Box 730
Angier, NC 27501
Subject: The Village of Charleston
Incomplete Application
Dear Mr. Stancil:
On August 30, 2005 the Wetlands/401 Unit of the Division of Water Quality received your resubmitted
application on behalf of Stephenson & Ward Realty & Development Co., Inc for a 401 Water Quality
Certification in Wake, North Carolina. Your application package is being returned to you. The resubmission
application failed to supply the required Nationwide, Regional or General Permit Number Requested (see I. 2.
under Processing). The USACE would have dictated the permit type to request. We acknowledge the correct
application payment was attached (check #10004 $200) to the resubmission; however we are unable to move
forward without the correct permit type requested.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Enclosure: PCN Application
Check 1004 $200
CBK/ljd
cc: File copy
in rel ,
roly
The Village of Charleston (Wake) Retu Incomplete Appl_l
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:%l'h2o.enr.state.nC.usinc Actiands)
Customer Service #: 1-877-623-6748
O?0?WAT?
r
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 24, 2005
Wake County
LESTER STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, PA FIRST BANK
P.O. BOX 730 ANGIER, NORTH CAROLINA 27501
ANGIER, NC 27501 66-456-531
[phone]
10004
8/29/2005
PAYTOTHE N.C. Division of Water Quality ;*200.00
ORDER OF $
Two Hundred and 00/100***********************************************
DOLLARS
N.C. Division of Water Quality
401 Wetlands Unit
1650 Mail Service Ctr.
Raleigh. N. C. 27699-1650
MEMO The Viallage of Charleston
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-, ?-' C. ???/
113000 10004113 1:0 5 3 104 5681: 421000341111
w A
August 24, 2005
Wake County
CERTIFIED MAIL
Stancil & Associates
98 E. Depot Street
PO Box 730
Angier, NC 27501
Subject: The Village of Charleston
Incomplete Application
Dear Sir/Madam:
On August 16, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on behalf
of Stephenson & Ward Realty & Development Co., Inc for a 401 Water Quality Certification in Wake, North
Carolina. Your application package is being returned to you. The submitted application failed to supply the
Nationwide, Regional or General Permit Number Requested (see I. 2. under Processing). The USACE would
have dictated the permit type to request. In conjunction with the permit type, a fee may also be necessary. Please
note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for
all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less
than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of
streams, the fee is $475. In order for DWQ to begin review and process your request, you must send a check in
the appropriate amount made payable to the N.C. Division of Water Quality.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
za-) a.'C .
P11 Cyndi Karoly
Enclosure
CBKAjd
cc: File copy
The Village of Charleston (Wake) Retu Incomplete Appl
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httnJih2o.em•.state.ne.us'nc«etlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality TAT.
W'!
11;042
WATF Michael F. Easley, Governor
F
O?? 9Q? William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
(q Alan W. Klimek, P.E., Director
j 1
-1 Division of Water Quality
p ,- -- _ •_ --=- Colecn 11. Sullins, Deputy Director
- = a> Division of Water Quality

August 24, 2005
Wake County
CERTIFIED MAIL
Stancil & Associates
98 E. Depot Street
PO Box 730
Angier, NC 27501
Subject: The Village of Charleston
Incomplete Application
??nM? D AUG p 2005
A ?nUA?I
OENR -W
AU G 3 0 2005 VIVIN 9s N'D STOR `
DENR - WATER QUALITY
WE (LANDS AND STORFMATER BRANCH
Dear Sir/Madam:
On August 16, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on behalf
of Stephenson & Ward Realty & Development Co., Inc for a 401 Water Quality Certification in Wake, North
Carolina. Your application package is being returned to you. The submitted application failed to supply the
Nationwide, Regional or General Permit Number Requested (see I. 2. under Processing). The USACE would
have dictated the permit type to request. In conjunction with the permit type, a fee may also be necessary. Please
note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for
all 401 applications. The fee for applications is 8200 for projects impacting less than an acre of wetland and less
than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of
streams, the fee is 8475. In order for DWQ to begin review and process your request, you must send a check in
the appropriate amount made payable to the N.C. Division of Water Quality.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-1786.
Sincerely,
Fill? Cyndi Karoly
Enclosure
CBK/ljd
cc: File copy
The Village of Charleston (Wake) Retu Incomplete Appl
# C0D,'it
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn:r.1i2o.cm-statc.naus?nc??etlands)
Customer Scrvice #: 1-877-623-6748
r; F:
G Eli VD
Office Use Only: 2 0 0 5 Fo 6 Vc9rsio1n May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
y J r
1. Check all of the approval(s) requested for this project: ` ,'I, 1 11
® 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:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of C of
Environmental Concern (see the top of page 2 for further details) IIA
• H. Applicant Information AUG 1 6 2005
1. Owner/Applicant Information WETLANDS ANDSTTOPMATEERBTRYANCH
Name: Stephenson & Ward Realty & Development Co., Inc.
Mailing Address: P. O. Box 1108
Fuquay-Varina, NC 27526-1108
Telephone Number: 919-552-1157 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
or eNumber:
or dress:
SEP 6 2005
Fax Number:
AUG202005
WETLAN N AND STORMW TER BRANCH Page 5 of 12 DENR - WATER QUALITY
WETLANDS AND STWMATER BRANCH
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: The Village of Charleston
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0666.03-02-1879
4. Location
County: WAKE Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): The Village of Charleston
Directions to site (include road numbers, landmarks, etc.): TAKE US 401 SOUTH FROM
NC 42 IN THE TOWN OF FUQUAY-VARINA, LEFT ON BUCK JOHNSON STREET,
LEFT ON AWARD STREET, APPROX. 150 FEET FROM INTERSECTION TO SITE.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): KENNIS CREEK
River Basin: 1? C_9 F d,
(Note - this must be one of North arolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.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: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND GENERAL VICINITY: RESIDENTIAL, FARMLAND AND
WOODSLAND
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION ROAD. TRACK HOE; DOZER, PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.
11. Explain the purpose of the proposed work: SEE ABOVE
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.
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.
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
Page 7 of 12
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: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS, DISSIPATOR, AND FILL
FOR ROADWAY CROSSING UPGRADE (APPROX. 559 sq. ft.)
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**
(cs/no) Distance to
Nearest Strewn
(linear feet)
Type of Wetland***
1 Clearing, Grading 0.01 No 1500 Forested Wetland
Fill, Drainage

* 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
**' 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: 0.57 Ac.
Total area of wetland impact proposed: 0.01 Ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before ]Impact Perennial or
Intermittent?
leasespecify)
Pipe & Rip-Rap 40 LF UT to ISef s Creek 4 ft Intermittent

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightming, 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
wwNv.usgs.rov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
\"«v.mapqucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 40
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 Watcrbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
EXISTING ROADWAY UPGRADE DESIGNED TO CROSS WETLANDS WITH MINIMAL
IMPACT TO WETLANDS.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/ncwetlands/strm?,ide.lltml.
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://Ko.enr.state.ne.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
X.
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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet)
Multiplier Required
Mitigation

' 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.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.(14.959%)
TOTAL TRACT AREA = 18.204 Ac.
XU. 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.
PUBLIC SEPTIC SYSTEMS
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature 15ate '
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: THE VILLAGE OFCIIARLESTON Date: 8 JUNE 2005
Applicant / Owner: STEP1 ENSON & WARD & DEVELOPMENT CO. INC. County: WAKE
Investigator: LE.WER STANCII State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata Herb OBL 9.
2. AthWym filix-femina Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
x Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
X Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 6 (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkec and Bibb Soils 0 to 4 percent slopes Drainage Class: Poorly
Taxonomy (Subgroup): Fluventic Haplaguepts andTypic Haplaguents Confirm Mapped Type? Yes X No,
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 10YR 3/1 Loam
2-11 2.5Y 4/1 10YR 4/6 many, fine, prominent Loam
11-14 2.5Y 4/1 10YR 4/6 inany, fine, prominent Sandy Loam
10YR 7/2 few, medium, prominent
Hydric Soil Indicators:
Soils
_ Histosol
Histic Epipedon
_ Sulfidic Odor
_Aquic Moisture Regime
-Reducing Conditions
X Gleyed or Low-Chroma Colors
_ Concretions
High Organic Content in Surface Layer in Sandy
Organic Streaking in Sandy Soils
Listed On Local Hydric Soils List
Listed on National Hydric Soils List
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WETLAND DETERMINATION
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Wetland Hydrology Present? Yes X No Within a Wetland? Yes X No,
Hydric Soils Present? Yes X No
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Stancil & Associates
Professional Land Surveyors, P.A.
98 East Depot Street
P.O. Box 730, Angier, NC 27501
Phone: [phone]
Fax: [phone]
September 21, 2005
Eric Kulz
NC DWQ Raleigh Regional Office
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
Ref: Village of Charleston ( DWQ Project # 05-1691 )
Kenneth Creek [030607,18-16-1-(1), C, 303d]
Dear Mr. Kulz,
Please withdraw our application for the above referenced project ( DWQ Project #
1691 ) at this time. We will be resubmitting at a later date.
Thank you for your cooperation is this matter.
LS/gs
Respectfully,
Lester Stancil, P.L.S.
And
Lawerence Ward
Stephenson & Ward Realty &
Development Co., Inc
( Owner/ Developer)
[9(K-?P [9 0W C? B
SEP 2 6 2005
DENR - WATER QUALITY
WETiMOS AND STOPUNATER BRfd:CN
?0F \ NA rF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
UJ North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
September 16, 2005
DWQ Project # 05-1691
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Stephenson & Ward Realty & Development Co., Inc.
P.O. Box 1108
Fuquay-Varina, NC 27526
Subject Property: Village of Charleston
Kenneth Creek [030607, 18-16-1-(1), C, 303d]
REQUEST FOR MORE INFORMATION
Ladies & Gentlemen:
On August 20, 2005, the Division of Water Quality (DWQ) received your Pre-Construction Notification
(PCN) application dated August 5, 2005, to impact 0.01 acres of wetlands and 40 linear feet of streams to
construct the proposed residential subdivision. The DWQ returned your application to you on August 29,
2005, because you had not indicated which permit you were requesting. On September 6, 2005, the
DWQ received your revised PCN application. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. In March 2005, a revised Pre-Construction Notification (PCN) application was released. This
new PCN application requires a breakdown of impervious surfaces if you are proposing 20
percent or greater imperviousness. Please provide a breakdown of impervious surfaces, this
includes roads, sidewalks, footprints of houses, driveways, decks, etc.
2. Please identify the locations of the proposed stream impacts.
3. Please submit a pre-development map that depicts all jurisdictional wetlands. This area should be
identified by some type of shading.
4. Please identify property boundaries on a USGS topographic map.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
ne
N Carolina
Ntumily
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Stephenson & Ward Realty & Development Co., Inc.
Page 2 of 2
September 16, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Lester Stancil, Stancil & Associates, 98 E. Depot Street, P.O. Box 730, Angier, NC 27501
Filename: 051691 VlllagcWharleston(Wake)0n_llold

Office Use Only: Form Version May 2002
20051691
USACE Action ID No. DWQ No.
1.
(it any particular item is not appucame to tins project, please enter ivot Appiicanie" or „f4hi- i. t„ V ; j
C•

Processing <<
S
1. Check all of the approval(s) requested for this project:
®Section 404 Permit J -
? Riparian or Watershed Buffer\R, s? Section 10 Permit F-1 Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: y7 q
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NC)VRP 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
r
Environmental Concern (see the top of page 2 for further details), the o??
~ H. Applicant Information
1. Owner/Applicant Information AUG 1 6 2005
Name: Stephenson & Ward Realty & DevelopmentX QUALITY
Mailing Address: P. O. Box 1108 e??H
Fuquay-Varina, NC 27526-1108
Telephone Number: 919-552-1157 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
o 1904D ress:_
SEP 6 2005
DENR -WATER QUALITY
tiYETU OSANQ TORMW TER BRANCH
Page 5 of 12
Fax Number:
Q9c?9odf9r1 9
AUG 2 o 2005
DENR. WATER QUALITY
WETLANDS AND STORMWATER BRANCH
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: The Village of Charleston
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0666.03-02-1879
4. Location
County: WAKE Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): The Village of Charleston
Directions to site (include road numbers, landmarks, etc.): TAKE US 401 SOUTH FROM
NC 42 IN THE TOWN OF FUQUAY-VARINA, LEFT ON BUCK JOHNSON STREET,
LEFT ON AWARD STREET, APPROX. 150 FEET FROM INTERSECTION TO SITE.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 18.204 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): &N SS CREEK iC
8. River Basin: D1El?SE C
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at llttp://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: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND: GENERAL VICINITY: RESIDENTIAL, FARMLAND AND
WOODSLAND
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION ROAD; TRACK HOE; DOZER, PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.
11. Explain the purpose of the proposed work: SEE ABOVE
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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
Page 7 of 12
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: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS, DISSIPATOR,_AND FILL
FOR ROADWAY CROSSING UPGRADE (APPROX. 559 sq. ft.)
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**
(cs/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Clearing, Grading 0.01 No 1500 Forested Wetland
Fill, Drainage

* 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 httpJ/\vvvNv. f elan. cov.
*** 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 exisfing wetlands on the property: 0.57 Ac.
Total area of wetland impact proposed: 0.01 Ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Pipe & Rip-Rap 40 LF UT to Kyjulis Crock 4 ft Intermittent

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
N"-Nvw.usgs. ov. Several internet sites also allow direct download and printing of USGS maps (e.g., v.topozone.conn,
X"-,,v.ntapquestcom, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 40
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 Waterbod
(if applicable) y Type of Watcrbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

' 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.): N/A
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.
EXISTING ROADWAY UPGRADE DESIGNED TO CROSS WETLANDS WITH
IMPACT TO WETLANDS.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hli2o.etir.state.iic.us/iicwetlands/strmgide.fitiii1.
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 littp://ii2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) 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 E] No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti

gation
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.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.(14.9590/o)
TOTAL TRACT AREA = 18.204 Ac.
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.
PUBLIC SEPTIC SYSTEMS
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: THE VILLAGE OF CHARLESTON Date: 8 JUNE 2005
Applicant / Owner: STEPHENSON & WARD & DEVELOPMENT CO. INC. County: WAKE
Investigator: LESTER STANCIL State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata Herb OBL 9.
2. Athyrium filix-femina Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
X Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
x Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 6 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee and Bibb Soils 0 to 4 percent slopes Drainage Class: poorly
Taxonomy (Subgroup): I'luventic Haplaque pts and Tvnic Aaplaguents Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 1 OYR 3/1 Loam
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11-14 2.5Y 4/1 10YR 4/6 many, fine, prominent Sandy Loam
10YR 7/2 few, medium, nmminent
Hydric Soil Indicators:
_ Histosol _ Concretions
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Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
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R12@20MR0
SEP 6 2005
Office Use Only: DENR - WATER QUALITY Form Version May 2002
WETIANDSAND STOR?fiYATER BRANCH 2 0 0 5 1 6 9 1
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.

II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ?
? Section 10 Permit ?
® 401 Water Quality Certification
Riparian or Watershed Buffer RR file
Isolated Wetland Perir?,it?fijn--HWQ
2. Nationwide, Regional or General Permit Number(s) Requested: a
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch
rw:?,
V' ?'l D
Applicant Information
AU G 1 6 2005

1. Owner/Applicant Information DEt?t _ WATER QUALITY
Name: Stephenson & Ward Realty & Developments uu?3no STORMWATER BRANCH
Mailing Address: P. O. Box 1108
Fuquay-Varina, NC 27526-1108
Telephone Number: 919-552-1157 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Qc?c?c?od?
Page 5 of 12 P
AUG202005
DENR - WATER QUALITY
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: The Village of Charleston
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0666.03-02-1879
4. Location
County: WAKE Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): The Village of Charleston
Directions to site (include road numbers, landmarks, etc.): TAKE US 401 SOUTH FROM
NC 42 IN THE TOWN OF FUQUAY-VARINA, LEFT ON BUCK JOHNSON STREET,
LEFT ON AWARD STREET, APPROX. 150 FEET FROM INTERSECTION TO SITE.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 18.204 ACRES
7. Nearest body of water (stream/river/sound/ocean/lake): KEN<S CREEK L?L
8. River Basin: NE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.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: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND: GENERAL VICINITY: RESIDENTIAL, FARMLAND AND
WOODSLAND
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION ROAD; TRACK HOE; DOZER, PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.
11. Explain the purpose of the proposed work: SEE ABOVE
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.
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
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
Page 7 of 12
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: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS DISSIPATOR, AND FILL
FOR ROADWAY CROSSING UPGRADE (APPROX. 559 sq.. ft.)
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**
(cs/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Clearing, Grading 0.01 No 1500 Forested Wetland
Fill, Drainage

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cearng, gradmg, till,
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:Hw\ w. t cma. cov.
*•• 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: 0.57 Ac.
Total area of wetland impact proposed: 0.01 Ac.
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Pipe & Rip-Rap 40 LF UT to Y?p6nis Crock 4 ft Intermittent

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, 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
?kAvvmses.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., w-r v.toftozone.com,
N1\X-Nv.rnapquestcom, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 40
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 Watcrbody
(d applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
EXISTING ROADWAY UPGRADE DESIGNED TO CROSS WETLANDS WITH MINIMAL
IMPACT TO WETLANDS.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hll2o. enr. state. ne.us/ncwetlands/strm<,ide. ]itiii 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.
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 littp://112o.enr.state.nc.tis/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Butlers (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 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (sqImpact uare feet) Multiplier MiRequired
tigation

' 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.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.Q4.959%)
TOTAL TRACT AREA = 18.204 Ac.
XU. 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.
PUBLIC SEPTIC SYSTEMS
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

4"' Applicant/Agent's Signature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: THE VILLAGE OF CHARLESTON Date: 8 JUNE 2005
Applicant / Owner: STEPHENSON & WARD & DEVELOPMENT CO. INC. County: WAKE
Investigator: I F-STER STANCIL State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata Herb OBI, 9.
2. Athyrium filix-femina Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
_ Other _ Inundated
X -Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
x Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: G (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Weltadkee and Bibb Soils 0 to 4 percent slows Drainage Class: Poorly
Taxonomy (Subgroup): Fluventic xaplaque pts and Typic Haplaguents Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 10YR 3/1 Loam
2-11 2.5Y 4/1 10YR 4/6 many, fine, prominent Loam
11-14 2.5Y 4/1 10YR 4/6 many, fine, prominent Sandy Loam
10YR 7/2 few, medium, prominent
Hydric Soil Indicators:
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy
Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
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SEP 6 2005
?0051661
Office Use Only: h L- J'-' DENR - WATER QUALITY Form Version May 2002
WETLANDS AND STORMWATER BRANCH
USACE Action ID No. DWQ No. i
(If any particular item is not applicable to this project, please enter "Not Applicable" or:"N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ?
? Section 10 Permit ?
® 401 Water Quality Certification
J
Riparian or Watershed\13) Rules
Isolated Wetland 11 e6 if from DWQ
2. Nationwide, Regional or General Permit Number(s) Requested: -301
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
v
H. Applicant Information am ?r N
1. Owner/APPlicant Information Vv
Name: Stephenson & Ward Realty & Development Co., Ir{1d,1 G 1 6 2005
Mailing Address: P. O. Box 1108
Fuquay-Varina, NC 27526-1108 W€Ti_ANnSA nSTOWAVATERBRALJCH
Telephone Number: 919-552-1157 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
0) LE? k_19 L51 U
AUG 9 1) 2009
Page 5 of 12
DENR - WA*W.R
VOLANDS AND STORMWAI Ek 6WO
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: The Village of Charleston
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0666.03-02-1879
4. Location
County: WAKE Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): The Village of Charleston
Directions to site (include road numbers, landmarks, etc.): TAKE US 401 SOUTH FROM
NC 42 IN T14E TOWN OF FUOUAY-VARINA, LEFT ON BUCK JOHNSON STREET,
LEFT ON AWARD STREET, APPROX. 150 FEET FROM INTERSECTION TO SITE.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 18
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River Basin: NEE Cp F
(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: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND• GENERAL VICINITY: RESIDENTIAL FARMLAND AND
WOODSLAND
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION ROAD; TRACK HOE: DOZER, PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.
11. Explain the purpose of the proposed work: SEE ABOVE
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO
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
Page 7 of 12
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: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS, DISSIPATOR,_AND FILL
FOR ROADWAY CROSSING UPGRADE (APPROX. 559 sq. ft.)
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 Clearing, Grading 0.01 No 1500 Forested Wetland
Fill, Drainage

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleating, grading, till,
excavation, flooding, ditching/drainage, etc. For darns, 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
(FW, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at ferna. 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: 0.57 Ac.
Total area of wetland impact proposed: 0.01 Ac.
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 specify)
Pipe & Rip-Rap 40 LF UT to IC,cdnis Creek 4 ft Intermittent

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
w w 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
????,v.usss.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., wlvw.topozone.conl,
\v\NAv.nlapqucst.coni, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 40
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 Waterbod
( applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.):
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.
EXISTING ROADWAY UPGRADE DESIGNED TO CROSS WETLANDS WITH MINIMAL
IMPACT TO WETLANDS.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlands/strin?,,ide.litml.
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.
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 littp:Hll2o.enr.state.nc.us/xvrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti

gation
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.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.(14.959%)
TOTAL TRACT AREA = 18.204 Ac.
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.
PUBLIC SEPTIC SYSTEMS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
?&`/s -/6 s-
Applicant/Agent's Signature "Date'
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: THE VILLAGE OF CHARLESTON Date: 8 JUNE 2005
Applicant / Owner: STEP1 ENSON & WARD & DEVELOPMENT CO. INC. County: WAKE
Investigator: LESTER STANCIL State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata Herb OBI, 9.
2. Athvrium frlix-femina Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
X -Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
x Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 6 (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkec and Bibb Soils 0 to 4 percent slopes Drainage Class: poorly
Taxonomy (Subgroup): Fluventic Haplagu epts and Topic lIaplamients Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 10YR 3/1 Loam
2-11 2.5Y 4/1 10YR 4/6 many, fine, prominent Loam
11-14 2.5Y 4/1 10YR 4/6 many, fine, prominent Sandy Loam
IOYR 7/2 few, medium prominent
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy
Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
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Office Use Only: Form Version May 2002
TER B 4CH
V&n.A DS Af4D STOtR QUALITY
2 0 0 5 1 6 9 1
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) ?.
1. Processing
1. Check all of the approval(s) requested for this project: '
® Section 404 Permit ? Riparian or Watershed Buffer-Rule! ;S\'1
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: F]
H. Applicant Information p ? [I O v B D
1. Owner/Applicant Information AUG 1 6 2005
Name: Stephenson & Ward Realty & Development CqWGUAL4
Mailing Address: P. O. Box 1108 vin ANDS AND STORMWATER BRANCH
Fuquay-Varina_ NC 27526-1108
Telephone Number: 919-552-1157 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Page 5 of 12
Fax Number:
D
AUG 2 0 2005
N'ETW6sAr+ Si0R1AVA R BRANCH
M. 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: The Village of Charleston
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0666.03-02-1879
4. Location
County: WAKE Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): The Village of Charleston
Directions to site (include road numbers, landmarks, etc.): TAKE US 401 SOUTH FROM
NC 42 IN THE TOWN OF FUOUAY-VARINA, LEFT ON BUCK JOHNSON STREET,
LEFT ON AWARD STREET, APPROX. 150 FEET FROM INTERSECTION TO SITE.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): 1; S CREEK
8. River Basin: IE ?7
(Note - thi must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.ne.us/adniin/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: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND: GENERAL VICINITY: RESIDENTIAL, FARMLAND AND
WOODSLAND
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RESIDENTIAL SUBDIVISION ROAD, TRACK HOE; DOZER, PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.
11. Explain the purpose of the proposed work: SEE ABOVE
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.
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
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
Page 7 of 12
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: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS, DISSIPATOR, AND FILL
FOR ROADWAY CROSSING UPGRADE (APPROX. 559 sq. ft.)
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 Clearing, Grading 0.01 No 1500 Forested Wetland
Fill, Drainage

* 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 lrttlW/XrA-VAN'. f cma. eov.
*** 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: 0.57 Ac.
Total area of wetland impact proposed: 0.01 Ac.
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 specify)
Pipe & Rip-Rap 40 LF UT to K,a&s Creek 4 ft Intermittent
ernzn_e.-?_

" 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
wv,,v.usE!s.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., ,v\,?zvjopozonexoni,
\\-\v%v.mapgucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 40
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.)
N/A

• 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.): N/A
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.
EXISTING ROADWAY UPGRADE DESIGNED TO CROSS WETLANDS WITH MINIMAL
IMPACT TO WETLANDS.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hll2o.enr.state.nc.us/ncwetlands/strrngide.htm1.
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.
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 littp:Hll2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti

gation
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.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.(14.959%)
TOTAL TRACT AREA = 18.204 Ac.
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.
PUBLIC SEPTIC SYSTEMS
XIH. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

'v Applicant/Agent's Signature l DatE
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: THE VILLAGE OF CHARLESTON Date: 8 JUNE 2005
Applicant / Owner: STEPHENSON & WARD & DEVELOPMENT CO. INC. County: WAKE
Investigator: LESTER STANCIL State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: 2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata Herb OBI, 9.
2. Athyrium frlix-femina Herb FAC 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
x Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
x Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 6 (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Wehadkee and Bibb Soils 0 to 4 percent slopes Drainage Class: Poorly
Taxonomy (Subgroup): Fluventic Ilanlague pts and Tyyic llaplagucnts Confirm Mapped Type? Yes X No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 10YR 3/1 Loam
2-11 2.5Y 4/1 10YR 4/6 many, fine, prominent Loam
11-14 2.5Y 4/1 10YR 416 many, fine, prominent Sandy Loam
10YR 7/2 few, medium, prominent
Hydric Soil Indicators:
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy
Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
-Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Is the Sampling Point
Within a Wetland? Yes X No
Remarks:
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a . , , ~ v ti i p;v~~ o I I I I I
Middle Creek Townshi Y~ake County, NC vvv`~~v% P yvv~ vvv% ~ 1 I ~vv b zo.o' I zo.o'
' - - 4-92-8455 0666.03-02-1 &79 x-s" PIN s; 0656.04 92 7401, 0656, 0 , ivy ~ I I
3-D2-2624 0666.03-02-2471 v''vv 0666.0 vv, ~v » _ ~ _12_03 2 6 CURB AND GUTTER ~ _ _ I I zo.a' I
11 '(\v'%v= v~v Zoned: R-4 Scale; I 20 Date, I I zo.o' ~A\\~, 2 ~ _ _ _ _ I 1
da o. 846.01 C 0 2U 40 See Stan rd N \y ~ i\\y ~ - ~ I ~~,v
aa~aaaoaaao iA~A Oa ~0 GRAPHIC SCALE w~~ '------J ~
000 ~ CARO o00 o° 4~ l1 °°o A\)'V` - - vv
oo° 0 ,.°~ESSla•, ~ oo P1tBPAR1~ eY UTILITY DESIGN BY.' ~V~i\~/~ o~vo ~°,yo /A w%~
~ q • DEVELOPMENT CONSULTING SERVICES, INC. STANCIL & ASSOCIA TES ~ ~ a ~oV~
sEnL ~ ~ 1401 AVERSBORO ROAD SUITE 206 o L-2845 a PROFESSIONAL LAND SURVEYOR, P.A. j ~i ~ a s,
o 4 GARNER, NC 27529 aaaaooosaoQ '.'~q!~, ~ 98 De of Street P.O. Box 730, An ier, N.C. 27501 25_ 4 00°° CA o000 ~~j\~~ ~
o p (919) 6 0 11 00 RO ? oo o ~ 1ti00 [phone] [phone] (FAX) FAX [phone]° 0 gSSI ~°o ~~vv'
0o h o 'ti . A^ . '9 p \\V\iv
o ~ o 9• A/\~ °aa 0 la SEAL ~ ~ Owner~Developer o o vv,vvvvv, i \i' \~\\\i~ - _ _ _
~ a~ / 023728 ! ~ i~\V ~~~;v r _ _
cal t & De vet o m en t Co. Inc. ~ ~ Ste h enson ~ Ward R a o , y ~ P o ~ o , vv • I ~ \i\VA 19.0 I I 'I ,
C 27526-1108 919-552-1157 °o ~GI NE~:~ O° P. 0. Box 1108, Fuquay-Varina, N vLwy I i I 1 ,l\, I
Revised: 12-31-03 ooo~`h go~°00o vV q o0o M. aao \\i \ I 18.0' I I I I I
Revised: 02-06-04 ~ aeaaoloaa ~ I I I
Revised: 05-13-04 v - ~ I I I I zo.o' I I I
Revised: 06-04-04 ro w ~~A 15.0' o q I I I I I zo. o' I
/ Revised: 11-17-04 ~ ~\\~G N 1 \~~v\y~ w I t o 0 1 I I I '~i i ~ 0 Garage I
' ed: 01-10-05 24 a Reels ~ , ~ii\\\~\ ~ ~ Garage I w N 1 I I i\ ~ I 19 I I ~~v ~v~ ~ I I , I I
v /A~/ \\A Bevis 0 -0 -05 ~ ~ I I o b za.o' I
ro ~ vy~y. ' '-o° 45 Ri ht-of-wa 4 q n g y ~vv~= v~ ~ I I za.o' I I w 18 ~ I m za o' I
Unlit ~ q, i\\j\ ? I ~ 17 I a\%~~ I I I I
EsmE ~ Y\\\~\\V~~\ - lo'-s" z'-o" 4'-0" 5'-0" 1'-0" a~ Proposed Two Story Dwelling I I G~ra6e e I I _ I q I I
10'-0" 12' 8" 3. ~ with Attached Rear Gara e ~ ~\/iA~ •1 Pavement Tree Sidewalk 0~ g ti ~ i\\\ii\\~ o I I N I Gee ~ I i N p~ I p I I q
1°AP Area ro and Two Story Front Porch \ \ ,yB Oa 1 7 0 yj Porch ~ I I ~ I ~ _s.o f I I
~ 12" tt 1 2" ft 1 4"/ft v~~,~~A L _ _ I - - ~ orch I
/ / 1/4%ft 1/4%It 3 f ,b \i _ ~ ~'D° ~ P \i\\, _ , J ~ ` I ~ I - I 70~ ~ Porch
2-1/2 I-2 ~ ~ 0 \\i e - _ _ ~ I
3" ABC " ~ ti i Compacted 8" ABC 2 -0 Valley qi - J ~ ~ _
Sub-Grade Curb do Gutter ti
o -1 ~ ty Eesemen t
Charleston Drive and Quallwood Drive o _ p
25' B-B ROAD SECTION Arbo~tae-Techt{y i/\~\~ TYPICAL Mature Height 15- 0 feet ~ 4' Utilit Esmt ~ p ,i i\~ y
Not To Scale Mature Spread = 4- feet ~ „ ~ reeome~d od spacing = !0 feet 2 Caliper Street ° ~ ~i\\,
4'-0" 50 Right-of-way Tree, One Tree Per 5.5' Street Tree Area - Qua11W Proposed g" pyC W
Utility UtrLty Lot Required ~ , _ ood Drive aterlme ~ 2 Conc Valley Curb ~ P, - public R/W
Esmt. Esmt, i 5'-0° 5'-8" 13'-8" 11'-8" 2'-D" 5'-8" 5'-0" ~ 3 ~ , m ~ -
3 j Pavement Street Sidewalk 25 sf° Sidewalk Tree Area Tree Ares \ ~ ~ Proposed Sanitar Se
Ae ~ C,enterline- - - w o y trey
1/4" ft 1/2" /ft 1/2 / .l ,,y Sro ~ o ~ ~ %,\\i\\) ~ r~ ~ p
f e / ! b ~\\~\~V`~
, 2-1/2" 1-2 Sounthern Ma nolia g 3" ABC 2'-0" Valley _ Mature Height = 50 feet 2" Cali er Street \ ~ \\i\~ C p 2' Conc. Valle Curb N w - o ~ p
Compacted 8 ABC Curb & Gutter / _ Mature Spread = 28 feet Tree One Tree Per i~ i 5.5' Street Tree Area
Sub Grade /i\, recomended spacing = 22 feet Lot Required ~ iii\~ 4 Utilit a ~ 18.0' y 3ement ~ i\\\ ~ l
Charleston Drive, Buck Johnson Street and Quallwood Drive ; 3 i~, ; 5 Conc. Sidewa k ~ P~c6 h - ti
AL 27' B-B ROAD SECTION Dwarf Horned Roily TYPIC _ re t ` Mature Height 3 / 4' Utilit Esmt m ( - 1 - _ \ Y ~ I - 7.0' o
Mature Spread = 4 t t ~v/\~ Not To Scale _ o ~A\~,~~ o ~~A~ o ~'0 Porch q
recomended spacing - 3 feet vv,~% ~ ~ i I I .I r-- ~~,A
4'_p" 50 Right-of-way \i\\\~\: ~\V" I I 20.0, 18.0' ~ ~ ~ •`D Poroh
o Unlit 45' Right-of-way ~ y ~ ~ 0. I I Garage ~ I I I w I a I ti l I v
Esmt. - - - - i'-0" 5'-t)" 4'-8" 14'-8" 12'-0" 2'-8" 10'-8" ~ ~ I 3$ I 18.0' 4,406 7.0'1
3~ '_p" Pavement 8'-0" ~ Sj Sidewalk 2 u i\ vvv~'~ I ° I I s . ft. I ~ 15.0' I q ci 15.0'
°Ae Future Utility Future ~ \ Ar s~; Proposed Two Story Dwelling m , ~\\i~ P ; z" /rt 4 \0 I ~ I • 39 ~ I w 4 '\o I ~ I o Garage
1/4" ft 1 2" ft ~ `y'r With Attached Side Gara e ~ ~iA\y~ ~ ~ I I ry ~ ~ ~ I o Garage I ~ ~ )
~~,v,- ~ • ~ ° ~ and One Story Front Porch k \\iVA - m \~h~ ~ 1 I I I b a .a 140 m ~ ~
2-1/2° 1-2 ~ ti ti I i I I I ~ ~ I VA i la.o' I I ~ q a~ o
3" ABC 2'-8•. AA Compacted 8" ABC ~ ~i
Sub-Grade Curb & Gutter \ Future 26 ~\\'~/i,` \i I I I ~ pa' I ~ ~ ~ ~ i 1. L 20.0' o
AWARD STREET \o\~
V\\
L 29 B-B ROAD SECTION American Boxwood 7o Anlly Bash Planted to TYPICA Mature Height = 4 et mark where property line Not To Scale meets landsca a easement \i\ 19,0'
Mature Spread = 4 f et P \v~\V~ v~~~iA. I
Recommended Spa ' = 4 feet \ ~'efnage Easement I
g'_.q'~ ~0 Right of way 4 0 ~ 15 Opaque Landscape Easement
~ I Utilit ~ - Utt1i~9 Vw y Bain[ ~ \i To remain Undisturbed with natural ~ L
Esmf. \i ~i~ ~i, vegatation as much as possible i ~ -
1'-0" 5'-0" 3'-8° 15'-s" 13'-0' 2'-8" 3'-8° 5'-0" 1 -0" ~ `~I Sf° Sidewalk Tree Pavement Tree Sidewalk ,~\\/j
Area \\~\i ~r~ Area 0 a ue Buffer Detail ~A<
" $ 2" rt 1/4" /ft P 4 \y 1/4" /rt 1/z" /ft 1/ / ~ f Scale 1 " = 10' 15 ppaque La ~dscape Easeme nt (To Re
~ ;k.. ~ s~o ~i~'~A~ r ~-,r ~ Ae ~ maln Undisturbe
„ ~ \Y 2-1/2 1-2 ~ The develo er reserves the r! ht to than a the exact t e of trees and ' Town of Fu ua -Varlna d wlth Natur Y q y al Ve etat' ~ !on as m uc
" P g , g YP 3 ABC 2 -g 6 e 1 cha es el! be Compacted 8" ABC shrubs shown hereon to maintain an opaque uff r. AI ng sh Mmlmum Bulldmg Setbacks has o \ P sslble ~ Open Space R-4 Development
Cnrb & Gutter .............A f.. ....~rd..,~. ~;{i, {h. {n.n nI Flrnnoo-Vorinu and shill An ~
Sub-Grade w.. M__ I I reIIected on the final construction and landscape plans. \/~1~~~\\ Front: 15 feet with no Porch
Front, 14 feet to the Principal Dwelling if a FEW FLOOD HAZARD STATEMENT ZONED: R-20
Buck Johnson Street From \\i porch is provided with a minimum Lots- shown on this plat are not George Ellen length of 113 of the principal dwelling loceled within the FM 100 year
S. Main Street to Award Street vvvv~ provided the garage is a minimum of 20' floq$ Hazard Area as shown on D. B. 695, Pt, 141
TYPICAL 31 B -B ROAD SECTION Side: 6 Feet PA* map No. 3718900757 B & 3716300776 B D. B, 1169, P`. 294 ~~i Aff tive Date: ]larch 3, 1992
Not To Scale \i Rear: 20 feet a0 B. M. 1962, Pg. 225 333
Sheet 6 \DATA`LIIJNC-1519\DE7AIL-2.dwg

. z~
UTILITY DESIGN BY.•. ~ ; .
DEVELOPMENT CONSUL G SE1 1107 INC. ~ ccecaooaooo / ~ ~ ~ SUL C SERVICES, o0o Opp 1pN S T 0o CARO oo ~p
1401 AVERSBORO ROAD, S E zOAD, S E 2os ° l o ~ IL I TY tiF
2 m ( I GARNER NC 27529 IJ~ 4 N w ~ o I [phone] ° 0 ~ Egg! oo 1Q0 o ~ •o~ ~ • 0
Fuquay ~ ( 1 ~ o ~ I ~ t7 o S SEAL ~ ~ ~ ~ O
Varina ~ ~ FAX [phone] li°3 ~ NOTE: A ~ a 023728 m ~ c • • a Q
~~sy hall be ~ , All PVC water and sewer mains s \ ~ssM1I o ~ • -J Z ~ d ~ 4 r g o w z
installed with tracer wire and tracer sta. Y +;17.00 ~0 ~ Qj{ 00 Z
ains. I Lt z.5 ' 1 stations, excluding sewer gravity m 1 ) POND 'OND ~o1t` pb o° these improvements shell be constructed in accordance ~ n CD ~ M. R 6~0 Of Owln lens and the Standard S eclficat~ons ~ ~
1100 I I ®A~BBO ac~co n~rth the f 1 g p p aoa of the. Town of Fuquay Varina. The engineer whose seal b
I I and signature appear below certifies that the Standard Specifications of the Town of Fuguay-Varina have been
ti or s s thoroughly checked and are applicable to this particular BEFORE YOU DIG! ~
p N s p o I project. Any exceptions to the standard specifications CONTACT ONE-CALL CENTER ~
~ NOTE: Note: 1 All con uction traffic (including applicable are shown on sheet - of these drawings. 1-800-632-499
~ ~ be res onsible for P OPOSED FIRE A RANT ZON1 a4.e The contractor shall p home con rectors and their suppliers . ZONED: D & I
~"raP waterline u rades aloe Buck Johnson BY AGLE SPRING Luc r\ pg g I for all 'lo s shall-mess protect Eagle 1447 c°• US Hw 401 to Award Street I Eagle Springs, LLC En ineer - - - Date g \ f
Street from y from Buck nson Street only. D. B. 1t D. B. 10173, Pg. 2177
and northward along Award Street to I w ~ I Gr enway path o connect to path No co struction tra~i~hail access a• M. z \ ~ ed n E S rin s, location etc• f ms 11 t ag p g ale Eagle Springs Subdivision. "w ro ect from Philli s Pointe Subdlvls~on. B. M. 2000. Pg. 1624
o, I to addressed n construction plans p 1 p ?
ti \ ~ m
~s
si W POND Greenway path to connect to path installed in Eagle Springs, location etc...
I Iii li 75 / to be addressed on construction fans Primary Open Space P
I~ 101,803 sq. ft.
VICINITY MAP / ~i~~ W ands Area ~ ~ POND
No Scale ~ n ' / 0.57 Ac. ° . Waterline Plan For u~"""--' _ _
/ /
r n n , 74 ~ ~ pa _ "een~a Path ~ .
e?J oLl Nli i ~ ~ Greens' ar aeo e 1 I ~I~ ! ~ / ® _ Barbequ /
I ~ ~ ~ \
Wake Count NC 1 ~ ~ ,y~ n Install Iverslon 1 h ~ Iddle Creek Townshl M A _ I ee;' a al ) 4 7 Picnic ~ ~ lnverf Tables \ OverfloN \ /
Date. 03--10 04 n~ ~ / Scale.l - 50 i I~ ~ ~ / Ga2ebo V ~ Inlet ~ Tap = 987.2
d• R-4 ee 656.04-92-7401, 0656.04-92-8455 Zone a 65 P.LN. 0 oooat ~ ~ 68 ~ 65 64 ~ Inv Out = 389.86
_ ooa too ~ ~ ~ 0666.03-02-1879, 0666.03-02-2624 & 0666.03-02 2471 p00b CAR ®to0 , ~ 67 Conunon Green
o° 4 , f o ~ ~ j s' - _ 43,929 sq. ft. ® ~ ~
m o ; •*cESS lo'•, I ~ EY. ssMrl 9t ~ Con tructe R o ~ , p . 9 ~ o ~ / Install 3.7° o , 4 • o ~ ~ ta, ~+lo.e7 a ssM -ii/ Cha net ,~1 ~ Install 3.75'1Y x 8' `x 1$`" P1emc ssMH-s n ~ Table ' "
too ~ •a r': o ~ ~ ~ 68 C ss 0 50 0 SEAL I I ~ (Lt 3.00) Sta. +b z ~ C ss 'B R~ Ra Playground sta. s+oo.oo Install 4,5~~W~~x 9 L x 18 P P„ ~ p (Lt' 5.00) C1aSS B RI -Ra 1
m L-2845 o i . 0') 0.' - 6- = ~J' Aa-t o a Ut P POSER GRAPHIC SCALE o e A i HYDRANT SS4{H-12/ ~ ~ r - , - - ~ ROp Dissi a for d - ti) P ~ ao R v
°o .9 o all ~ 0 0 ~ ~ Sta. V.DO/ o o of / ti ~ 4' Utillly.~'osement (TypTca!) oncre e . ewa --N ~
PREPARED BY oo p ~ , B~ - 0 00 ~ / yVE ~J -
~s, ~ ~ / . SA ' ~ Charles SAN. ~ER ~ Charleston v ~ ~ ~ 173
p ~ ~ iv /FgoP r1 e--------~45 Pu lic ~ - -9
evis~d: 05-17-04 wli a ~~'SMH 1 ~ ~ ~ - PROFESSIONAL LAND SURVEYOR, P.A. ~ d: os-ze-o4 R~ W sta. i ~.~.pq ~ ~ CB 4-_ P1r~o Revise ~ • 1 ~ P1tOP0 F7R61f}?1RANT ~ 6y 17a ~
Revised: 07-22-04 I ~ (Lt 0) i n ier N.C. 27501 ~ ~ - 0 730 A - `sq . ~ ~e se nt \ \ ~ - - ~l ~
98 Depot Street, P.O. B x g Revised: 08-04-04 , ~ I / c / ssMll-1 _ Revised: 08-09 0 , ~ % - - SSMH-10 ' s~, , ~ Note; t~: 4~ .rte--- ~ ~ ~
39-2133 919 639 2602 (FAX ; ~i~4, - ~ ta: 4~ 919 6 ( ) - -4 ~r / Revised: 08 23 , ,0 0 - - ~,p~ The contractor shall be re sibfa for- (Lt 5.00' ~ - ` b waterline upgrades along B ck Johnson
'sed: 09-OB-04 ~ ~ !Qti' ~ l (Lt 5.0 Revl ~ / ~ ~ - -04 Revised: I1 15 , / ~ , ~ ~ j Street from US 11wy 401 o Award Street ~
Revised: 01-13-OS 70 ~ ; , ! 56 - ~ 57 ~ ~ and northward along Awa d Street to - ~ Ea le S tin s Subdivisi
Revised: 05 03-05 ~ 56 Qwner vevelo er / ~ /4. 5s P : O]-24-08 ~U Revised / ~ ~ ~ , 59 ~ g P g
~ \ ~
ve o m en t Co, Inc;. C ~ alt & De 1 p on & Ward Re P Ste hens +Y P ~ i - ~ - - j Area
-Varina NC 27526-1108 [phone] ; ' ssMri-14 ; - - P. 0. Box 1108, Fuquay sta. 1+Il.ao ~ a r A 'five -7
~ w ~ ~ 71 (Lt 5.oo'J ~ a / Sta. 9+15.00
EXISTING 2 HATER MA(N TO BE REPLACED ii ~ S5 ~ A NEfi B" PVC AND ALL~TAPS FROM THE 2" ~ ~ z / q ~ i ~ (Lt 5.00) 43 y
W - fj~ LINE SHALL BE EXTENDEIr,TO TAE NEfi 3" LINE iii ` , i ~ g ~v 1 ~ ~ ~ 171 ~ (
~ A SIfALL BE DONE IN St1CA A MANNER AS TO h i
TIME OF SERVICE UPT10N I A y ~ IT THE ! i i h. ~ o - ~ _ ~ ~ ~ a~I , ~ ~ 53 52 i~ w ,
I V - ~i ( ZONED. CH ~ ~ ~ p, ~ ; 51 ~ a, ~ m1 50 49 ti ro I
72 ~ 54 S. L. Lane S~ubdiv~slon ~ " ~ d~ e d ~ a ' a ~ ~ o-~-
EXISTBVG B fiATER „ b ~ , I ~ ~ r '~R~SED~ ' ~ ~ / B. M. 1945. 78 BE REPI~CED B A ~ q ~i ~ _ / Install Silt Fence ~ NE11 8" PVC fiA~'ER VAIN w ~a - I ~ FIRE HYDRANT _ 47 42 b
~ ee Detail Sheet - - _ S ~ J B ~ ~ ~ - - - ~ a - /
l' m l 11 Fu{.ure Curb and Gutter fiater Valve ~ ~ _ ~ _ _ - ~ MH T N ~ , Ex.. S (yP~) / _ ~ ~ 2 ' ~
- - I -F-- - ,Sta• 0+17.7 ~ - _ - PROPOSrsD ~
(Rt 1.61 ~ \ ~ ~ ~ _ a ~ I q
e ~ ~ _ ~ 8 fiATER YABV b 0 PRO 5ED 8 PVCJIATER~IN - - -a..-~"~ s o l're a ,4a1 5 ~a 170 I q - ti ~ 41 ~ ~
W C " ./"F2 ~ + SAN. SEtVER Buck 6 .h b "~ilC~t.J _ _ - z. IS RCP Ek. - -d h1190h Stre tree 1NSTAL6 1 Jo1NT ~ E,r. SSMH b ~
m ~ ~ ~ ~ ; ~ - ~ E - - ~ - a -~.----R-- - R - i - ° - - - ti -`,--fin 5tP~Pabli _ PROF0.S'® PV RA .p N \ ~ DIP 11L Rim Elev. = 371.42' Aq ~ ,
I ro ~ :~r:: ~ ~ i - ~ ~ ~ . ' - Inv In 36 40' , ~ ~ ~ ~m
.p ~----1_ _ ~ insi fn v Out = 3 , 22 I ~ ~ N a, SAN. S ~ w
4 I ifydrapt 1 x Sta, G~'0.1, -1:R _ 18re dram-? Ex• SSM x x Lt 5.~9' - ~ 5 SSMH 0 I W ,q o
~ Ezisttng ~ _ - ~ ~ 6kfattaj moo[ $1 ~ St . 3+48.1 Tempor 9 ~ ~ ) 1~RB \ Fire I~{ydrant Future Curb and Gut er fiater Meter p / 9,50°) 1 Spoils A ea ~g - ~ ~(Doghonse~ ~ p N ~ SSAII r
~ Q Be Relocated) and ,S{de ~ d walk C z ~ y R S' a, 4+1 ~l.l X Z ~ i ~ S a. 9+77. - (Rr 12,25) (\j ~ ~ ' Lt 3.aB') x m orer~ B ~ 7' Ste. 10+78.2 ~ ~ ,a
~ ~ ~ 7 t 1. i2'J LL TAPS F~OM TAE B HATER LIKE SHALL EY. 18 RCP ~ t 5 / y ~ ~ \ of Area B (Lt 5.00) i \~I ~ "
~ To Be Removed NOTE: EXTENDED~•TO TAE NEIL 8" LINE AND ( ~ 6 BE ~ ~ 7 x: x x lss ; ~ 8 40 C .q
HALL BE DO{YE.,IN SUCH A AfANlVBR AS TO ~ Temporar Spoils rea ~ / ~ ~ ~ to be fie Ioe ed for ~ I MIT THE TIME t9F sERVrcE DvTERRUPTIOx ZONED: R-~ A 9 10 I b 0. \ 1
/ Edrath D. Po>Irell~ ~ ~ ~ optimum u and drainage. J / 1 ~ h ,
D• B.~@-711, Pg. 2701 - ~ 24 / 0~ ~ ~ ~ ~ q
~ ~ ~ ~ 0. ~ / O ~ ~ ~ ~ / ~ ~ ~ /
~ _ \ ro ~ ~ ' I` - ~ / ~ a ~ / w / i
_ \ a , / ~ ~a~ ~ 12 m ~ ~ - - ~ ~ 39 v
~ I ~ ~ / _ _ zz / i / ~ Fill Arm ~ ~ I ~ For Positive y I
~I zi 23 20 is ~ i - j Drainage ~ I ~
• I ~ 18 i ~ ~ ~ % ~ i ~ \ s I ~ 4 ~ / 17 ~ ~ I
~ o ~ I , i 8 ~ 15 -
~ / ~ / 168 ~ 13 2T 3 0 ~
, ~ a - - - ~i„1~. pose - ~ ~jj meal (Ty c°i)- i- / ~ B , 1 /
ENERAL NOTES _ - G - - ZONED: R-15 1 _ ~ 1 Ex~st~i g Curb and
LED BY ~ p _ ALL UTILITIES SHALL BE DESIGNED AND SEA Rez Powell y _ - - 1. ~ , \ - - ~Cutrer T ~ - S I ~ YP J
NORTH CAROLINA REGISTERED ENGINEER DURING HE D. B. 857, PE. 3s a u o _ t A ~ - , CB-1 ~ I i s
CONSTRUCTION REVIEW PROCESS P-18 ~ - - - - zisti ~ CB-1 5 ~ ti Existin Fire nt
XISTING ~ - - - CTOR SHALL VERIFY THE LOCATION OF ALL PROPOSED ~ ~ - - 2. CONTRA 1 ~ <h 5 - _ -15 `CB-14 stet Vawe
ANY D M i ~ -~ImRAxT ACE - UTILITIES, AND SHALL BE RESPONSIBLE FOR ro , ~ s,s~{H_4 - ~ ~ o ~ _ _ / ~ EXISITING e" IfAT6R LtNB 50' R ?I
/ IYITIES. CALL UTILITY LOCA1'Ifl ~ sl,~. z+17.52 ; ' _ HIS ACT - - - - _ uailwood Drive - y. ~ R SAN. SE ER Q
SULTING FROM , o ~ ssMA .?A - RE _ / (Rt, 5.00') ~ - -L _ R TO EXCAVATION• sta, n+o5.4 / sta. z~. ~o ~ ~ - .SSAi 3 w x s i ib/In~''dSW~Wewalk ~
SERVICE 48 HOURS PRIG / 26 , ATERIALS SHALL BE IN ACCORDANCE ~ (nt 5. 27 l Sfa, t+ ,7171 - - _ -
3. ALL CONSTRUCTION AND M ' rl~t. , . / e IRt. , .bo) ~ssnx-z ~ _ _ _ ~ssMH-1 s w ' ' Sta. - doghouse) ;
U UAY-VARINA STANDARDS AND SPECIFICATIONS. ! 28 29 ' WITH THE TOWJV OF F Q ~ ~ 30 i C 4 °j 31 s ~ ~ ~ 'P ~W Sta. +77.99 / 31 ~ (Rt 5, 00) FIRS BYARINf ~ ~
OPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. s o 4. T / ! - 33 ro ~ (Rt 5.09=~ ~ / ~ ~ ~ /
MUST BE RECEIVED ~ ~ ~ - - - - 5. APPROVAL OF FINAL CONSTRUCTION PIAN ~ - m ~ ~ _ 34 37 ~ - 8 w 167 166 /
FROM THE TOWN OF FUQUAY-YARINA AND/OR - - 5 % --~L - ` _ ~ ~ , - . c a~ ~
NISTRATOR ED: R-20 - t ~ WAKE COUNTY LAND DEVELOPMENT ADMI ZON o~ ~ N O ~ ~
George Perry ssMxf- / T INMENT OF GRADING PERMIT ~ sta: 1+05.00 ~ \ BEFORE OB A 5 P 14 ~ ~ ~ ~ ~ S
E SHALL BE NOTED AND SHOWN D. B. s9 0, ` P~oPOS1~D . ~Rt 5~'j-- ~ 20 Drain 8. THE CONSTRUCTION ENTRANC B. M. 1994, P`. 4ti6 e" G ~ , age aseme t o ~
/ z~LO~ , HE CONSTRUCTION PLANS, WITH APPROPRIATE SIGNAGE % 15 0 a ON T ~ P que La / S ( na~~a e E ~ ~ ~
OF 401 AND BUCK JOHNSON STREET. , ~ . P asement e AT THE INTERSECTION / 1 ~ m ~ t e NOTE: male Undi urbed wit \ Contractor shall consult close] with the Fire
~ - ~ h Naturat Ye eta ' \ \ rs tlo , as much as n.,o~:~?_~ Department (Jeff Johnson) and the iYater
of ~ mvrr nnAWrNC LC TFIF. PROPERTY / / / ~ i ~ ~ { ~ ~ ~ ,
J11 67 "AYl]rr is ZONER R-20 Department for water main improvements on
PROFESSIONAL LAND SURVEYOR, P.A. / STANCIL & ASSOCIATES, ZONED: R-20 ZONE Award Street and Buck Johnson Street. George "Ellen ~
~ Geor4 OT TO BE REPRODUCED OR COPIED IN WHOLE OR IN --Curtis E. Perry ~ AND IS N / D. A 695, Pg 141
/ i PART WITHOUT PERMISSION. D. B. s / Anrile, M. Perry D. B. 11 D. R 1169, Pg. 94 1
1, HER PROJECT AND IS TO -Bt B. M. le~~ Ps. 06 IT IS NOT TO BE USED ON ANY 0TH B A M. 1962, Pg. 225
RETURNED UPON REQUEST. / / / / D. B. 8246, 2639 333
\DATA \LWMC-1619\ WATRR.dwg Sheet 7

1
.
II07
0 N Musr ~o
N ~ W ~ ~ ILITY N~ °ppUp00 ~ , r ~ ~ ~
Er,9~ay I I oo° CAR ,.0 0 00 j o ~ J
113 Varina 2, NOTE;
sy All construction traffic (including o° .a~ c~~+AT qtr: o J -1 ~
home contractors and their suppliers for all lots sh a ~ SEAL • o f..~ ~ ~ L d : 023728 o Q 2
1 f' ) all access project ' from Ruck Johnson ,5'freet only, POND o o I D D r*t JND o 4 Z n ~ ~ ~
i l ia~ I I ' No construction traffic shall access ti °o~ ~GI NE~: n° ~
M° ~ project front Phillips Pointe Subdivision. ~o N ti ~ I o E, ~ p~ ~ l b o° ~ ~ b °o ~ 0 u 1~ ~ •ti
~ r1 ~ 0~ N ~ °o° M. R ~ I ti °0aoooppp°° ~ti ~
Di O BEFORE YOU DIG! U E
I CONTACT ONE-CALL CENTER ~ j
ga 9 ,ke 6 ksr~P\ ~r'' ZONES 1-800-632-4949 ` ZONED: 0 & 1
1447 f CQ, I I Eagle S, I Eagle Springs, LLC ! _ - ~ _ ~ ~
I ~ D. B. 101 D. B. 10173, Pg. 2177 ~
~ 1415 I B. M. 20 I ' Evergreen Tree (7yp.) (Example: Leyland C,~press) B. 1N, 2000. Pg, 1624 '
" ~ ~~Evergreen StJrub (Ty p.) (xample; Holly) - i _
ti ~ ~ ~ t ~ ~ r , I
o o Q ca o o I - ~
ii / Greenwa ath to connect to ath ~ 1
H ~ 1 ~ Shade T;"ee (Typ.) yP A POND P installed in Eagle Springs, location etc,., i i ~
r 'u ~ o Examph: Red Mapl " / VICINITI MAP i Primary Olen Space to be addressed on construction plans ' i ~ 1
I ' ~ jve s . ft. ' 101,824 q ~ i '
No Scale n, I F1 r Bede / ly ands Area I h ~ with Monkeygrass ° - ~ POND - ~ a I
Ornamental Shrub (Typ.) ~ I ~ / 0.57 Ae. Gradln and Landsca e Plan For 4 / bo• P o ~ ~ Reserved B Owner i _ 1 ~ ~ , -
Example. Azeala .j' I . AREA ,
- - Gre ~nwa P t e 1 a e o ax' es on 'I - _ ;
oooao / i, 00000 _ / ~ II ~ _ , I i ~ _ l Barbe4ue -
R u ~ ° ~ - =L Area / _ 15, _
Meddle Creek TownshJ Wake Count , NC I:;ll P Y ~w q - > Install DIVP.r'S10 itch e Gazebo !overt t
Scale:l = 50 Date; 09-09-04 I e~ ~ (See Detail he~) ~5 ~ C,o. - ~ ~ Inlet Common Creen Are~+ ' - ' Picnic Top - 387,2 I
P,I,N° O('5G,04-92-7401, 0656,04-92-8455 Zoned: R-4 ~ ~ I ~ ~ Q--- Picnic ~ ~ ~ e ~ gables gables 43,92.9 sq. fi,. ~ Inv out = sB3.e5~
~ , ~ 066 ,D -02-1879 06G6,03-02-2624 & 0666.03-02-2471 ~ ~ ~ n ~ 83 6 3 oaoo~ I •5~ 00009 oo~n0 ~ ~ s' (32 I-,
o~° ~ ('ARp °°o n o , OS ~ f7ria~ti~ilclerf oo L oo y, - - - Install 3, i;7'I - - - Picnic
o° 0~ ° '°5S ° ~ °0 37 ~a (7~r~nnPl 1 ~ - nstall ~3, i:~'EF ~ 8'1 a~ ~I B 1~ Pla round ~c~<._ _ .yg _ , _ (lass "13" 1?i lea > Table ,~°w I1~stall 4.~ }f' x J'L ~ IS
5 100 ~ I o ~ ~ ~n 81 - - i "lass "f~ ° o . 0 0 ~ a o ry ° ~ o f Orn mental T e (Ty - - , ,4° y, o ~ o y' ~ c ~ - --~~5~1 j3~7-t-Qi i SEAL ~ o o Exa pee: Do woo ee - ~ P 1 2 Cali er Str e ' One P e t ;p_p - Class "A" Ri ~-Ra ~ ' ' ~ I~-~-~z--~~_ Tree pr Lot ~TYP•~ ~ ~ ~ ,
4 : GRAPHIC SCALE II ~ i- ° L-2645 - ° ° ° ° \ - - ~ ~ ~ ~ 111issalaaror f cl,o = 6~ ~ / - _ - as - - 4' Uiilily, T 'col
o ° ° o ~ - - _ . o ° ry' a o - - - ~ - - ~ s- < ~ ro ~ ~ ' ~ ~ ~I~
_ ° 0 PREPARED BY ~ ' ~ - o °~S oo Sy. 0o J ° ~~ti o° I ~ ~ ~ 1_ I ° ~M1 4W$ _ ° V ; ° - \ ,l' ' - _ _ Fa , , . _ ~ i
o°o ~,aoo I ~ eo c °°h~ T15 0 ~ , harlesto ~ a harleston D ~
r oaa~ ~ ~ i , I ~ ~ ("13- 1 - rrve 45, ~ ~ ~ ~ - % ~ ~ 73 ub11c B/W . ° r 1,_ 2p, - ,
PROI'ESSIONAL LAND SURVCj UR, P.A. , ° ° - I ~ _ _ , - _ _ ° t
/ ° - 98 Depot Street, P.O. Box 730, Angier, N. C. 27501 ' ' I ~ ° $ge se n ~ . _ _ ~ , I i i ~ _
I i - - - - 1' ~ ~ , _ _ I ~ , , ~ `y Holly Shrub to r~arie - ` , ,
919 639-2133 919 639-2602 FAX Revised: 11-15-04 i % / j ~ ~ Revised: 12-01-04 - - ~ 53 Buffer ~ Pro e t ' i ~ i p r y Lin e yP. i _ 11' I~,II `V _ - - ~ ~~i~
79 s ~ ~ ~ ~
a; ~ 63 Owner DeVeIO er y , ~ 4 ~}s p ~ ; 62
61 60 60 ' ' I I i ~ ~ ~ 59 ~ ~ 58 ~ , ~ !
Ste henson ~ Ward Realt & Develo ment Co. Inc. ~ -a ~7 ~ 52 56 55 '1_ 1, ~
P. 0. Box 1108, Fuquay- {~arina, NC 2io2ti-1108 [phone] I _ _ , i, Fi11,Area 54 ~ ~ -
N _ ~ _ ; - II b ~ i ' i For P hive OB j
} o~ 78 ~ Drai a e ` ~ /
t.1' _ ( ° .q I -q
I B ~ tl ~ ~ ° ~ I 51 ~
~ J I ~ ~ Q ~ I ~ N ~ ~ ti e d p ~ rv ~ a~ 71
~ ~ ~ R N r' A 65 66 GI f, ZONED: CN ~ ~ - ;w ~ _ ~b 68 ~ : ~ ~ ~ W
~ I S. L. Lane Subdivision - ~ ~ 'n 31a ~ ~ ~ 69 ~ ~ i ~ 9 70 h _ a
a ~ B. M. 1945. I'g. 76 ~ b ~ ~ ~ ~ ° i ~ q _ ~ 71 I a ~ 72 73 u, ro I ,
Install Silt Fence w ro ~ v 2 - - , 74 - 75 ~ ° 76
I ~ ~ ~ I (See Detall Sheet ~o ~ t~°' ~ ~ B B - - - - _ 50 ~ b q
Future ' - ~ _ - - n~ _ C - I _ _ urb and Gutter ' ~ - - i - , ro N
- 3 ~ ° ° ° - _ ~ - ~ ~ - ~ _ ~ 2 ' _
, ~g - _ _ z>T--~-------~ ~ ~ ' - B B ~ I ~ ? a ro ~ o
b a ~ - - _ _ - ,~i a~ ~ a , w Tb - - - C~refe - i ~ 70 I
Buck J ~ ~ _ ~ ~ _ - eP r _ - - - - - k d6hnson St - - ohnson Street W , ~ R ~ - ' _ o Cs~ , e/e Srde~Ca ~ - _ r 4J treat m
-11 rest - U ~ - _ I ~ ~ ~ _ ° , ~ . - 50'-Pablir~ tlyw _ - ~ 1 9 ~ ~ b ~
. - -~oncref~ _ _ ~ - _ w61 ~ a~ e _ - - -
T - _ - t~ , _ ~ - i _ ~ - 1 ~
x x ! / ~ Future ~ I ~ Curh a orar 1 - - , - _ ~ _ ~ _ - - - ~ A o
~ and Sidend Glitter / Tem s Area - p. V ~ I walk j `f SP01 x x 3 4 ~ ~ w ~ ti ~ z ~l 0 ~
m. I• I' ~ ~ x ' ~ Es. 12" RCP ° 5 _ - ~ o w
I I (To Be Removed ~ 6 ' ~ ~ x k z ;N 48 ~ ~ N ~ Tem' or ry 7 o p
I I ~ ~ - NOTE: 8 1 2 ~I I ~ .a ~ 8 S oils A ea B- 9 K~ X X o B I ~ 'ti
1 ZONED: R-15 Temporary , of Area i ~ - 0., to be Held Gated for 10 69 11 1 ; ~ ~ b
Edrlth D° Powell o timum r :and drama e. P g ti ~ o 12 ~0., 13 14 ~ ~
p D. B. 8711, Pg. 2701 N 0-~ w 47 Evergreen Tree q ; f
i _ , ;37 ~ '"-Screen (Typr) ~ ro
I - \ _ ~
I~i ` ~ Ja
~ ~ a, 2~ 27 ~ ' ' ro 26 25 X411 Area
I J ~ 0~ 24 For Positive • 370 46 Drainage .
I ~ ~ 9 3~0 6 23 ~ gl ~ 22 ~ 21 21 ~ a ' 20 _ I a~
~I 3~ ~ _ _ ' ~o ~ i ~ 'b - - '1`~ ~ ' - ~ ~ ° ~ ~ ~ j
~ i _ ~ 9 a ro - 173 ~~_16- 15 ro" r _ ~'~Il~i 1~1~ ~ 68 I
~ ~ - ZONED. R-15 - ' ~ ~ _ ti~, ~ i ~i~ ~ ~ ~ I ,~,,I, s ~ ~ 1 1' ~ ~ ~
Rex P w ~ o ell ° i W - ~ ~ i~ iii - - ~ ~ 1 ~ -45 i ~
D. B, 857 P . 33 1 ° g ~ ° ~ I 1 ~ ~ ~ 3 ,j yrt - G 1 ~ ' _ ~ ~ Existin Curb and ~ i ~ ~ ~ ~ ~ tit ~ ~ ; ~ ~ i I - - tiul er T
~ 1W0 i' ~ ~ ~ L - odD' ~ - r , _ - , ~ - ~ t, Ll i, ~I,j•~ I ~I~1~, ~YP~~ - ~
a - ` - I _ 0--- ~ _ i I ~ _ _ j ~ - y
_ ° _ 1 f ~ j ~ - ~ Conc2YA S w- I - ~ ° ~ 8 -1 _ ~ _ _
- - ~ ~ o i - o, ~ - ti - - ° , _ - ~ ,
~ ~8 _ _ - _ 3 _ - q - ~ - ~ ° - ~ Quailwood Drive
~ 38.2 A _ - ^ - _
~ 30 31 3~ 2 3~~ ~ 3 31 e 36 - --T---- - • ~ 7 ~ fxis}ir~;i~t'in~'d§w~7dewalk _
29 33 3 6~ ~ - 35 ~ 3 ~ ; 366 ~ _ - - - - _ _
C ~ ~ ~ ~ " 36 _ ~ 6~ 2 ~ ` - - - - - - w - - -
B- ~ ~ z - i 9 60 ~ 3 ~ m 4
fl -
ZONED: R-20 - a-- -g- ( I - ~ -e...~ -~-o-___ ,i._, ~ - _ - 6 ro _ 4 , 43 44 ~ ~ - -q~ 67 66 ~
George Perry e-= f-`'~ ---a~-- 0 U ~ ~ - _9- ~ Q1 ~
D. B. 6350, Pg. 14 ~ B. M. 1,994, Pg. 4651 .Holly Shrub to mark : ' ~--20' Dra' Cr~]fStPUC~e~~ -9- _ _ ~Challr~el
_ _ lna~'e aseme Buffer ®Property Line (Tye.) 12t p
15' O i THIS DRAWING IS THE PROPERTY OF i ~ pa4Ue Landsra -e- ---e ,
/ ~ ~ ~ Pe Easement 1' (o Remai 1 o Re main Und'sturhaa
STANCIL, Rc A,S,S't)CIATF„„S'. PRt1FF,5',S'l~NA1, 1..4N0 .411RVF,Y~R. P. A. i ~ ! '
rvIin Natural Vegetation ~
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN ~ as much as posse 1 ZONED, R-20 b eJ Holly Shrub to mark
PART WITHOUT PERMISSION. / Q ZONED: R-20 ZONED; Curtis E. Perry George A George Ellen Buffer ® Property Line (Typ,)
IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE Annie M. Perry D. B. 695, D. B. 695, Pg. ,141
RETURNED UPON REQUEST. B. M. 19,9.9, Pg. 06 D. B. 1169, D. B. 1169, Pg. 294
D. B. 8245, Pg. 2639 - B. M. 1962, 7 B. M. 1962, Pg. 225
333
Sheet 8 ~ DATA 11,iVMC-1519 GRAVE, d wg

1107
2 m
~ n v ~ o I ~
FU9UA9 tlpg Varina I
~yB~
~r
Si ~ e ti
o~ ~ a,
1100 ti roo
4~ I ~°o ,
N ~ I V~ I
DC o \ a~ 1 ~
As~~ ~ / ZONE Flgr~e.~Co, ~6 G ZONED: D & I
1447 r~~ Eagle co, D. B. 1O Ea le Springs, LLC g D. D. 1()173, Pg. 2177
I . B. M. 2l B. M. 2000. Pg. 1624
lAIS
I 4 ~
m
VICINITY MAP
Scale II / No i
II Primar 0 ]en S ace Y t P
II ~ 117,226 sq. ft,
. II ~ W ands Area
'1111nar 0 en-S ace sC1UdIV1SI011 II Prell 7 . Y P P a5 Ac \ I / /
andsca in II Overall L ~ , P
II \ Reserved By Owner /
III _ AREA
II p 3s,ns2 s9. rt. ~ Overflow ! "RCP
III / FYake Cvunt , NC i'~ Middle Creek Township •Y Inlet ~ !overt Ou! ~
' - - ~ 6 ' 03-02-1879 II PIN s: 0656.04-92-7401, 0656.04 92 845, 06 b. I I ~ Common Common Green Area
0666.03-02-2624, 0666.03-02-2471 I - ~ 50 07. 50, 071 sq. ft.
_ II 83 Zoned: R-4 Scale: 1 - 5U Date: 10-13-O~t I ~ I
II 82 \
loo II 0 50 One 2 Caliper Street \ I Tree per Lot (T,pp.) 73
_ II al GRAPHIC SCALE II \ I
PREPARED BY
p9°°OOOOpO - ~ o C °0o STANCIL & ASSOCIATES ° ~ ' 00 ~ A$0 0o II ~ - ° Rally Shrub to mark
I 80 0 ~ ° o°~'S if°o i ~ .~a
o° 0 °•°'ESS j°°°, ~ °o PR01'ESSIONAL LAND SURVEYOR, P.A. I ~ ~ o ~ e o ° o I _ ~ Charlest~ ° Buffer ®Pr erty Line (Typ.) Charleston rwe 4,n Publie R/W
o ~ ~ 98 Depot Street, P.O. Box 730, Angier, N.C. 27501 II a~ ° _ o : a SEAL ~ ° I ~ ° - - _ _ \ 4
° e 919 639-2133 [phone] (FAX) II ~ i ° o L-2645 a ( ) ~ - _ 0 i ' _ o - ° ° f
~ ~ ~ b I I ~ / p ~ Owner Develo er _t ll ~ _ _ _ _ o ° i -
0 0 ~ P \
°o o • • e eal t ~ 79 . a Ste henson & Wal d R 0o h 5 0o y ro , n ~ P oon M. T ---I II ~ 72
o Develo meet Lo. Inc. II ~ ~ s4 G3 c~C , I G2 61 P / Go ~
P. 0. Box 1108, Fuquay-Varina, NC 27526-1108 [phone] II 60 1 59 58
I I I ° 57 56 0 ~ 55
REVISED DI -05-04 II ° 52 ~ 54
REVISED 02-06-04 ZONED: CH I II ~ i
REVISED 02-27-04 S. L. Lane Subdivision II ~ ~ I W /
REVISED U1-13-05 B. 1s45. lg. 7fi II 7a x ~
III 0 I ° ~ 71
I I " i b I ~ 51 m I
~ II ~ 65 GG 67 b b
ro II a b8 ~ ° G9 a p 69 ~ I 70
I III b ° 71 72 ~ 73 74 75 ~ ~ I
I ~ II ~ I I 77 .a' 76 ~ -a
I A II I 25__. _ I 22.0' B-B ° ~ 50 a, I
~ ~ i o ~I i
.III - _ ~1 - - _ 25' b _ B-B ~ I
- - _ ~ I ~
ti 70 0
_ -o ~ BUCK' J I ~ _ z: ~ ohns01t Street ° - ~ ~
\ Buck Johnso - - ~ _ ° 50 Public R ~ - _ ~ a
I ~ n Street 40' a- ° - _ R/~' I - - - _ oncre a a± _ ~ 30' San ' ~ I ~ ~ ~ nary Serrer Ease - _ ~ ~ ~ ~ ~ . _ , _ went inside R/W ------~1._ ~ ~
° - I ~ ~ N _ v
rf
- - - - I W ro o N
3 4 - oa,~ 48 ~ w I N ~
( 5 G I _ 7 ZONED: R 15 I ti ~ 27' ~ ~
I I a Edrith D. Powell 1 2 a 9 B- ss I c, ~ ~
p D. B. 8711, Pg. 2701 l o 11 12 p I b a
d+ 13 14 ~ ti
4 47 ~ Evergreen Tree ~
q Screen (Typ.) ~
I w ° a I,' (See Sheet 9) ~ I ~i I
v ~ ~i y E
I ~ ~ ~ - - ~ v 28 27 26 ro w
~ 25 24 ro .0 23 ' ~ 4G I ° ~
ro ~ a 22 21 21 20 19
0. ° ~ o 18 17 ~ I I 16 15
~ 68 I
I l~' _ O - _ z7'
I - _ k ~ ° _ O _ _ ° ~ ° 45 °
ZONED: R-15 i ~ ~ _ ~ ~ _
° Rex Powell Q b > - - ~ o ° - ~ Existing Curb and Cu]]er (Typ.)
D. B. 857, P . 33 Q' ~ - o-_ Quailrrood D g _ _ rive 45' Public fZ, _ _ ~ - °
o - - ° R/TY U _ , ~ ~ i- - - - ~1 is - _ _ i y ° o ° 0 - 0 0 0 1^
~ ° I ~ - o _ jn~ ° ~ ~ n ~ Quailwood Drive 50' R/IP
~ ~ - - - ° ° ° ,
ro 30 31 ti 32 - 7 o x s ~ r6/1n~id6Wc~kiewnrk
q 33 34 ~ 2~ 35
WOODS ~ ~ 3G 37 38 I ~ ~
C i 9 a a 40 41 I ~ ro a~i
_ 29. o' ~ _ - 42 43 44 4 ~ ~
---9 _ _ ~ b ~ _ D A
~ ppr o m ~ - 'tree ~ ~ N W
~fne 67 66
~ ZONED: R-20 ~ _ 20' Draina e Eas e- - ~ -s- 1 i~
George Perry ~ ement f D, B. 8350, Pg. 14 15' 0 a
~ ~ P que Landscape Ease B. M. 1994, Pg. 465 rn en t ~ t (To Remain U '
(To Rem; nd~sturbed with N
atural VP:~afnF.,,_ _ ~ ,
-o --~.vlt as much as possible - _ = - I-
/ WOODS ZONED ZONED: R-20 ZONED: R. - , -
/ Georg Curtis E. Perry George Ellen Holly shrub to mark
D. R. s9~ / Annie M. Perry D. B. 695, Pg. 141 Buffer ® Property Line (Typ.)
B. M 1999Pg. 06 D. R. 116 D. B. 1169, 11g. 294
M. 196 B. D. R. 6245, Pg. 2639 B. M. 1962, 11g. 225 WOODS 333
Sheet 9
\DATA\LWMC-1519\LANDSCAPING.dwg

~
~ ~ ooooauooonaaaoo ~ tai Disturbed Area in Pro'ect =~0.7 Ac. i % /
, Wetlands COUTBeS These improvemen shall be c ance o o l ~ , nts shall be constructed in accord po ~ CARO oo • • ations o 's L o0 15' const~ruetlon / / MUST
Constructed Tra ezoidal Channel #1 Treatment ~~~~I~ ope ~;th the following plans, and p mil! clllclllc 1 S~ fans, and the Standard Specific o0 4 t o Area Includes road right of way, 1pN g P o 0 SS . o ~ / ~
7 ;1 Course Bearing Distance of the Town of Fuquay- a• 110 - 1.81 = 5.27 cfs ~ 3 Q26 -(0.4)(8.19)( ) (W) ° " end signature appear below 'u ua - a. The engineer whose seal o ~ ~E 1 p o Constructed drainways, and G ~L I TY N~ 4 t the Standar o o limit, Spolls~~s, ~ J pR 0 pear below tifies tha o < ,`Q' Q
~ Bottom Width W = B ft. n = 0,03 ~ Width Varies L-1 S 71 OB 07 ll 218.73' ' Specifications of the Town of . 42 m I~ _ ° ")I 61.16' and are a' -varina have en ~ sEAL o sediment filter basins.--- 0 T ~ the Town of Fuquey o ~ GJ ~ ~ this ocular 023728 m ! ~ ~ J ~ ~ m m
~L ~ w Channel Depth = 0.5 ft. L 2 S 44 1133 thoroughly checked ~ red and are applicable to p o NOTE: ~ 0 ° ~ ~ A aptions to the standa~-specifications o ~ ® I' G i
a ~ project. Any exceptions to the ° 3:1 side slopes Velocity = 3.39 fps ~ Detail L-3 S 50°10'20" 11 66.96' ~4u y \ " et Varina 0% Lo ,sloe Flow Depth = 0.18 ft. ~ ~ Constructed Trapezoidal Dralnway L-4 S 42°4510 A 54.49' applicable are shown on she • s. o 4. g ~ It is the rading contractors responsibility to ~ ~ ~ ~ o ~ gown on sheet - of these drawing o •;~N w o® g 10.7 Ae. ~ ~ Z ~ oo'~ , ~G1NE.. ~ o kee all disturbed soils within the I _
1103 5. ~ P G S75 Sta le D ~ 41.84' 2y Approx. 70 LF - NA p I ~ (No Scale) L-5 S 33 5611 II Door be oo P .ts. ~ f w 0o t`~ o 6 designated ~3s construction lima ~ Q o D ~
ay Ex. SSMH L-6 N 00°33'18" A 23.07' 0o M. R ~ Z n ~ oa oo I e ooaoaoooo i ~ y Engineer 6 actors res onsibilit to 2
T = yds - s f I Sta, yo+37.24 - .05 0.56 ~ L-7 N 32°05'59" E 91.15 Date T -(62.4)(0.18)(0 ) l (Lt 2.5 ) f It is the grading contr P y i ro
I e ' e Shear Stress = O.~iO sf grass L-8 N 44°23'36" E 59.34' Permiss~bl P ies locate com an ~ tilit riate u ro P the a .Y ave I h PP P ~ I
Note: L-9 N 42°19'05" E 71.47' 1100 The contractor shall be responsible for L-10 N 30°18'52" E 53.39' an underground utilities before proceeding I I , ~ UTILITY DESIGN BY.• y IG! ~
o~ Constructed Trapezoidal Channel #2 I waterliri u grades along Buck Johnson _ °37'46" E 59.08' TING SERVICES, INC. with construction._ i ~ ~ BEFORE YOU D DEVELOPMENT CONSUL z
rr N I ~ PUS Hw 401 to Award Street L 11 N 31 o ~ N Q =(0.4)(8.19)(5.72) = 18.74 cfs Street frram y POND ORO ROAD SUITE 206 ~ CONTACT ONE-CALL CENTER 1401 AVERSB ,
~ ~ N ~ 25tom Width W = 16 ft. n = 0.03 and northward along Award Street to ~ ° Bot ~ ~ 1 GARNER NC 27529 1-800-632-4949 NOTE: ~ 1 19 625-0411
De th = 0.5 ft, Eagle Spriggs Subdivision. NOTE: 4~ Channel p 9:1 side slo es Velocity = 3.88 fps All con uction traffic (including ~9 ~ 15' Tem orary Construction Easements shown 772-3437 P bed I
~ P = 0.29 ft. P OPOSED FLRE HYDRANT con actors and their su liars ZONED: $ke 0°' 3.5% Lang, slope Flow Depth home PP ZONED: 0 & 1 FAX (919) hereon were used to compute the distur _ ~ ed areas-.are ~ - r - Eag1e Springs, LLC ~ :far tie ~.1~- ~ ~istiub ~
~sr-0 ~O• ~ A rox. 40 LF -NAG S75 Staple D BY GLE SPRINC9, LLC for all 'lo sh~ess project Eagle Sprit ef\ ~ PP 1447 c ~ ~ D fi 1A171' D: fi 1~ P • z1Tr to be within r3aid easement limits. i g
fro>a-Buck... nson Street onl,~ T =-yds. - a I Gr enway path ~o connect to path NO construction traffi~~liall access B. ,N. 2000. ~ ~ B. M. 2000. Pg. 1624 ~ ~ ' 1 ~
\ = 62.4 0.29 0.035 - 0.63 psf ~ ~ ins lied in E 1e Springs, ]oeatton etc. ~ I¢15 T ( ) _ F ~ ~ ro 'act .from Phllli s Pointe Subdivision. '
Permissible Shear Stress - 1.~5 psf (NAG S75) ~ ~ to addressed On construction plans p J F ~ ~ ` N B9°5, N B9°51'42"E 967.69' (Total) j 1 ~ I~ I /
ti ~ , m ~ 890.85 /
FEMA FLOOD HAZARD STATEMENT Note: i 193.60' ' Greenwa path to connect to path I i be marked POND y ~ '.0 A installed in Ea le Springs, location etc... g
Lots shown on th;s plat are r.ot ~ ~ Wetlands to be markt located within the FEMA 100 year ~g 5• ~ y~ ti clear] in field with field with orange ace to be addressed on construction plans
shown on I 0 0' ti 'Y Flood Hazard Area as I ° 75 y i tree protection fencii Primary Open Sp ~ POND coon fencing.
FEMA map No. 3718300757 E ~ 3718300776E d / 3 1992 ~ ~ ~ , 124 000 s . ft. yy: 08-06-04 i •a ` ~ ND 9 Date Submitted for .(~evie w~ PO
VICINITY MAP Effective Date: March I , Contractor to avoid i, ~ I / ~ • to avoid im actin 12-06-04 I ~ P g. Drivewa Permit Approval: ~ ~ I Y 1 ~ 15'
No Scale I u ~ ~ ~ wetlands. N.C.D.O.T. Approval: _ ~ ~ , ~ ~
PI an For ~ / 150.79 y trol ~ ,X Erosion Con ~ ti x ~ ~ p: ' 7202 ~ sion A roval: I l ~ ~ N ~N 5l - Pa s Sedlm en t & Ero pp ro ,2
° y o / 74 a ~ x Gr nwa o ° 0 V Cr n,va 575 ~ j ~ / o g ~ ~ - ~
es on a o ~ ~ ar ~ a e o 61. e ~ ~ ; stall Diversion Dit h 6 ,oo' •s ~ NOTE: i ~ ii ~ 81. ~ ~ „ " etterS of 15 R ~ ~ ~ ~20~
~ In , y W ke CO un t NC ~ See De'tai! Shee ' ~ ' ~ h_ ~ This is a Preliminary Plan until 1 18.55 ~ ve Out = 357.49 ~h oval are received from the above agencies overflns ~ ~1 ~
k TOWI15hI a Y~ u ~ Middle Cree p ~ x, ~ r w ~ x 69.84 y r - I 17.80' r „ - Date: D3-10 04 1 e ; ; y . ~ appr Inlet recei t noted hereon. To = ss7z
Scale:] - 50 ~ o` - ~ n ~ 0' ~ 270 o ~ .and the dates of p P ~ g~ a m ~ >n9 out = sss.s5 I \
_ _ Zoned: R 4 ~ ~ , ~ ~ . ~ g 5 a P1.N. 0656.04-92-7401, 0656.04 92 8455 H 7g ~ ~ , ~ 66 CB d ~ 5 ~ 64 ~ Road N \ , ti I'
- - 2-2624 & 0666.03-02-2471 ~app49000D0D0 ~ y 7 ~ -02 1879 0666.03 0 a o A ` o ~ ~ 9 67 o Ofi66.03 oo CAR o0o u ° ! oti ~O, s6 ~ - - ~ o r~ ~ - '°a ~
00 Ol ~ S N 0 4 f a R ~ h ~ ti ~ ~ sSMH-11 Con ucte ~ ~ 0 ~~SSI°°°, ~q ~ Ex:~ SSMH Sta. 3+80;00 ~r IIstall + ~ ro Si n Easement + , ss,?tR-s ~ TYPical g
o ~ ° o' 0 9!°0 0 ~ ~ 1 tp ~ e ~ ~9 ° , o ~ sta. 7+11.03 , ~ g8 (Lt,~oo) Cha nel # ~ q C ; ~ nstal] 3.75 W x 8 x ~1$ POND c Sta. B+00.00 No Scale C ss "B" Rip Rap ~ o (Lt 5.00') ~ ' ~ ~ Note:
50 100 : a ~ : o ,'(Lt 3.00') - - I ,c- 0 o SEAL a I 0., = 6" \ o o A 10' x 70' Sight Triangle takes P~ ~ - _ ~ o
L 2645 ° o ° P POSED ~ ~ ~ 5SMH-12 ~ . 3 ° a ~ HYDRANT i ~ 6ti r / L='~"E -"~5 ~ 81,88= _ ' ~ - - - - _ precedence over sign easement. '-81,.98= =~4*9& _ _ 4' Ut18ty~fosement (7•ypica!) - \ ~ ~ - - ~
GRAPHIC SCALE o c P y ~ , g. o Sta. 2+3 ° o° ro 49.0T 0 Lt 5.8~) ~r. o cre 179:*bk' - ~ ~ \ o cre i ewa _ X8.69' ~ ~ I
o° ~ ° 11 °o I o ~ L''grS " Wig, ~ ~ PREPARED BY °oo D ° ` ° be o° i ~ SE"'~ ~ G~,~ ~ ~ ~ b8'a z' m ~ 173
00 ~ ~ ~ o ~ 69 ~ gA~• Chal Charge ER ~ CB- ° sion rive 45 Pu ~ ~ ~
Do 0°0° r - gOf' bhc - ~ ~e ~ \ g6,04. ~ a 1'~ ~
. u I ~ 1 \ ~ s 1 0 ~ I_ S 87°08 24 E 447.30' ~ ~
PROFESSIONAL LAND SURVEYOR, P°A _ _ I 4 ~ , , , ~ ~ , 549 Revised: 05-17 04 Revised: 03 02 05 , M i y ~ 69sb - x{10_ - d: 0 -02-05 0 / d~ ~i ~ ~ / Revised: 05-28 04 Revise ~ e , / _ ~ ~ ~ ~ ~a,oo--- ~t~ ~ ~ 111 ~ ti ~ , . Q `fit: ~ ~ ~ + ~ s~ \
e o t Street P, 0. Box 730, Angier, N. C. 27501 _ _ 4 Revised: 6-27-05 ~ ~ ~ ~ / - - - - 98 D p , Revised: 07 zz o I ~ X ~ ssMH-13 9 / „ - - _ _ - _ \ ~ ~ ~ ~ _ Existing ~ SSbfH-10 ,
Revised: 08-04-04 Revised: 07-18-05 y SSMH-1G 639-2602 /FAX ! _ _ sta. 1+75.00 04' ~1 N ts. 4+4 39-2133 919 ( / - Revise : 08-18 05 s 919 6 'sad: 08 09 04 ~ / ( ~ Rem ~ 1 - ~ ~ ' ~ ~ 4 S illwa \ sta. 4+40.00 ~ ~ ~ c~ ~ P Y
_ _ - -05 (Lt 5.00') ~ ~ Lt 5.00 Revised: 08 23 04 Revised: 09 01 N - - Revised: 10-14-05 ~ Revised: 09 08 04 (Lt 5.00') \ \ ' Channel C 1 ~ i~',
~sed: 11-10-04 Revised: 10-24-05 , 70 ~ ~ Rev: I 6 ~ 57 ~ ~ ~ ~ w. m a m ~ ~ ~ ~ ,~~4,
_ n ~ ~ ~ 58 h Revised: 01-13 05 / ~ y; 59 u¢ ~ ~ ~ ' w SALEM ° o `i 59 m z` ~ ~ ~ ~ p _ ~ 60 ~ ~ 5ag0 o .r fi1 m fi3 ~ 0 45 ( 3
Owner Develo er ~ ~ l ~ ° P ros, , J 0 ~ ~ ° o c ~V 100.88' '~ti-`_ ti ~ , FV] Area
en t Co. Inc. sB ~ ~ alt & Develo m , • 1'or. Positive 8, 107.2 L= 4.42' /
son & Ward Re P / _ .e0' Ste hen °Y ~ ssMH 14 - tae P ~on - -Varina NC 27526-1108 [phone] coast u~t, ~ Sta. 1+11.00 o ~ Drainage L=1 .0 ' M ~ a
P° 0. Box 1108, Fuquay , Easement ~ , , • ~ ~ u~` 71 (Lt 5.00) 4 0 ~ % ~ ~ ssrd>i-7 ~ 43 ~ ~ ~ . ~ Sta. 9~i15.00
D BY ° 1 ° ~ I 57.95' 80.05' 60.00' EXISTING 2" RATER PAIN TO BE REPLA.GE ~ w ~ ~ % 2 55 ~ 77.92' s0.00' 80.00' ~ ~ 0' ~ ~ ' ~o.oo' so.0o' ~ (Lt 5.0„) w ~ ~ i. a~ 71 ~ ~ ,04' 72.04 :68.04' 84.51' ~ ~h e y 1
~ A NEIf 8" PVC AND ALL\TAPS FROM TN.E 2" ~ M ~ q ti 74.04' 'M / LINE SHALL BE EXTENDED`,TO THE NEA' 8" LINE _ - i~ R B 85.96' ~ N R ~ ~ /
W ~ ~m ~ I ~ AND SHALL BE DONE IN SUCH A MANNER AS TO ii I ~ / B ti fi O I I i ~ ~ y+ w I i - ~ / k q I 88.20' ~
OPTION ~ ~ ~ q 96.68' L=~88 i ~ LiMlT THE TIME OF SERF~ICE iIVTERR H ~ ~ ° ~ 2. i i ii ~ J o ~ 1~ 0 53 2 / i ~ a
ii~ ~ ZONED: CH~~ ~ I ~ ~ -16 ° ~ 5 ~ o y ~ w ~ IHP a`\ h ti ~ a ~ 51 5D 49 ~ 4 v ~ 1o4.9s' a a
w ~ S. L. Lane Subdivision ~ a, 72 ~ 0 54 m m h ~ I ~ ~ u ~ a ~ m \ m j" m a m / J" e W o-br - - - m ° o ~ eo, ~ o 0 42 0 'ti I ~ '
B. M. 1945. Pg. 76 ~ ~ ~ u G a I V ~ ~ p q I u re ! ~ ~ PROPOSED ~ ~ z` ~ ~ ~ / ~ ~ ~ ~ " 47 ~ ~ d ro 1 ~ a z. 4 ~ I l
j ~ ~ ro ~ / FLRE HYDRANT _ _ ~ Install Silt Fence Future Curb ~ ~ ° and Gutter EXISTING 6" HATER MAIN i ~ ~ ~ ` - m 2 ~
~ See Detail Sheet , ~ - ° ( ~ TO BE REPLACED BY A ° ~ ~ II \ 1, r~ - .8= rl l t 94. ~ . _ m
\ NEfP 8" PVC LINE n2 , I ~ s Ex. SSMH - ffaLeJ' ~ I ~ o S e ° _ -x4.ee= - Sta. 0+17.51 'B=- ~ - - ~ ~ ROPOSED + / B ~ i ~ ~ ~ P ~ 101.55 -=~3.09•~ ~ - - FlRE-HPDRAIYT- I RI I 0
(Rt 1.12) ~ s _ atiie~M e ~ ~ R i I - ~0= ~ ~ ~ a i70 ~ -s •AO• -.s~.4a= - tee' - 4~~ o I 1
, YJ ~ " 1 ~ • ice- ~ ~ ~ m ~ I NE?/ e" CATER MAIN ' , v ; ~ ROPOSED 8 P~ ~ ~ ~ 41 " ~ ' ~ a <0 9°5800 Ti- ~ ~ ~
~ ~ ~ f ~ kl ° ~ ~ " W ~ .SAN. SE'MER / B11CIC~T6~jn pn~ H q , _8 ~SO w a . ` EY. 15 RCP EX ~ ~d6rinson Stre - - B INSTALL 1 JOINT un Elev. =1371.42 I ~ ~ e 50'- p~ ~ PROPOSED 8 PV 1FATE DIP IYL m R Inc 363.40, 3 I', I ~ yp
~ : ~ ~ Street o ` _ - ` - - - - Inv ~ , ~ -a~1~-DER - rre~v Out = 3ti3.22 ~ N, ~ n2 ~ ' I W
z~ - Q c ! ~ -~8 ,ORC#i1~--~ - - 69:8 - 41-1' acre k - 4~ i -84:90--_ w w k ~'-~s~en t ins' ~ va o
-1~ Ex. SSMH~ ~ F ew Fire ~2 RCP _ - y: , ~ - - - - - - ~f-- - - - -84,98= ~ _ IX SAN. SEIPER ° A ~ q o Sao'-___ _ SSMH-8 !04.11' 1 (W ~
~ ~ ~ ~ Hydrant 9 x X X e I II Sta. 653. - --BR ] a, ~ ~ E ~ x. SSMH N Lt 5.89) ARE ~ --~6G.43-_ - ~ N --RR D 5a.gg,~ ~ Do house) \ I ~ ~
~ Eris ' ' ' Hater Meters Eslsting IYre Hydrant ~ Tempo y ca ( ~8 / Fire Hydrant Future Curb and Gutter S 89°54'02"E ta. 3+47.6 1 Spoils ~ FIRE i ~ ~ - 48-89' - - -x1,85_' '_'~~R Sta. 72+~t1B ~ ~ ~ - - ~ ~ _ ~ _ (Rt 12.25) \ ~ N v~ Sta. 9+75. II
~ , ~ \ `~To Be Relocated) and 5' Sidewalk \ 5264, ~(R( 16.97) x z 2 ~ , , x K 7' ~ Sta. 10+78.5 ~ ~,,4 ~ ' Lt 3.88) / ~ y u empo ary (Lt 6.00) ~ I ~
~ m ' ta. 4+13. 3 m ~ I , " \ aina a Easement ~ h S m ° ~ # ~ ~ ~ a Lnstall 20 x 50 x 6 D Dr g ~ w ~ Rt 0.85) NOTE: a° 5 m ~ ~ ~ N oile e~ B W w V ~ ~
~ \ (To Be Acquired) ~ 6 ~ ~ ~ No. `57 Washed Stone a ~ ° h ° x x ~ ~ 40 0; I 169 •C 7 i ~ i. ~ ~ ~ ~ ~ ~ g ~ 9 0 10 ~ y / ~
struction ZONED: R-1~5~ " ~ ~ Temporary pods a I ~ a Temporary Con ToE3e Removed ~ ~ a ~ 108.86' to be field Iota for
Entrance, Pad drith D. Powell ( w ~ _ ~ W F b a timum e d drainage. l ~ See Deta~7~Sheet a { / D. B. '8711, Pg. 2701 ~ - ~ k °0 65.78' ~ I 7 ~ ~ 81' ~ 107.01 ~ q ~
~ . ~ ~ ~h W ~ 68.7T l
f1 ~ ~ m 24 7zso s4.4z' s4. oz' ~ s7.oo' e4.oz' ~ o q ~ a i 67.00' 6 ~ °2 ~ i l 6.00 86. 44.02' ~ ~ ~ ~ 0. N , 85.0 66.45' ~ ~ ; _ " W _ - /
0 O' O 86.00' ti 12 ti m Q- / i tt5.00 `65.00 70.00' p 0 .o q 39 ~ v, , ;
I _ a ~a~ ; ~ ~ 0 ~ 65.00 62.59 m ~ W ~ I ~ , ~ F511 Area ~ p ~ ~ '
~ ~ _ a 'I'a~ ~ HP-1819 ° ~ ~ i' ~ • • ~ ti 4 q o ~ i For Pos~ttve '1~ ~ ~ o ! ,
''~i I ~ - _ ~ ~ I c 22 0 0 - ~ zl ' Drainage ~ ~ at a ~ j ~ /
I o 23 ~ o°~~ 0 20' N 19 ' a o , ~I ~ N ~ 18 ; 18 ~ ~ 17 ~ _Lo 55 a '"p o ~ a, ~ 84.8T , / ~ ~
~ ~ ~ ' ~ g 0 15 ~ 14 0 ~ ~ o w ~ 168 i ~ ~1 ~ ti ~ ~
~ I I i - , , 1 s -982- _ _ - _ i _ ~ ~ ~ 3 0 ~ I
~ ~ 0 -~jp~ ' UtiBfy Easement T ~ ~ I ~ ~ I ~ ~67.~88' ~ ~ Y caQ - - .80p i / / 1 ' r N \ i ~ B n / i ~ , 1 ~ ~ , _ n ^ o ~ - ,ROP ED 1 i 1 , ~ 1~ , 1 ~ i 1 1 1 3 ~ o ~ ~ xisti 'Curb and
GENERAL NOTES. I - -moo- ~ ' ZONED: R-15 ~ j -s~'- 1 , , ~ ~ i ~ ~ uHer T % ,~,~-1 1 - - - ~ (rp ) •1 ~ , 1 ~ , ~ ~ ,-~-;-1- ~
ND SEALED BY ~ ~ ~ - N 85'56'48"d' 1. ALL UTILITIES SHALL BE DESIGNED A ~ Rex Powell a ~ , e1.es' ~ ~11„~~ ~ ~ - - . 1. -~-~-~~~od;-;-~1 ~ t ~ i , , x I o ~s ~
D ENGWEER DURING 1lHE D. B. 857, Pg. 33 ~ 4, Qua ~ wood Drive ' A NORTH CAROLINA REGISTERE I ti 0 ~ 45',Public R ' CB-1 r P- ' " a F,~g ~ - Fire B t ~ 18 CB-15 - ,
i S / y~ ~ 0011 STRUCTION REVIEW PROCES ~ ~ w ~ ~ . ater Valve \ ' ~ fiXfSIT1NG 8" iPAHATER LINE 50' R _
VERIFY THE LOCATION OF ALL STING ~ ~ PROPOSED 5
2. CONTRACTOR SHALL ~ ~ i~9o / , ~ .tom-~EAKT --s e9= BE RESPONSIBLE FOR ANY DAMAGE ~ o b x _ - ~ ~ / - _ _ ~ rl ve Quailwood D
UTILITIES, AND SHALL o ~ I ssMH 4 _ - - - ~ ~ e Sta. 2+17.52 ~ - - ~5.oe-- - PROP. SAN. SEVER - 6Fi:B9' ~ ~ -x.09--- - _ i
RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATIO '1~ ~ ~ o ~ 0, ~ ~ SSMH-3A - - ~ - ; i ~ ~ (Rt 5.0) / Sta. 2~. 0 i - - - x s in 5' Sidewalk _ _
SERVICE 48 HOURS PRIOR TO EXCAVATION. i ~ ~ , std, 0+05.4 26 ~ ~ ~ Rt x.00' / ~ sta. +6~U0 - -,~:ao' -ae~ l (Rt .00) SSMII-2 ~ P30POSED = ~ Doghouse) i
3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE j ~ 0 27 / ~ ~ ~ ~ ~ 0 28 r Sta. . - - y Sta~'9+77.99
U UAY-VARINA STANDARDS AND SPECIFICATIONS. ~ ~ o . ~ 2 / WITH THE TOWN OF F Q j o ~ 30 0 , " ~ Rt 5.00' (Rt S.OA~ / / . ) to 31 0 ( N CB ~ /
4. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. 9 0 - - ~ m ~ % / / / ~ ~ o ~ o 0 33 \ ~ / o ~ o ° ~o i m m " ~
CTION PLA1V MUST BE RECEIVED ~ B / 5. APPROVAL OF FINAL CONSTRU ti _ ~ _ / / / - ~ o ~ N 34 ~ 37 167 166 ~ / $ 0 3fi
- INA AND OR - - - z5. T CB-9 ~ _ _ ~ ~ / FROM TAE TOWN OF FUQUAY YAR / - 5 ~ ~ ez.4z' / i - - _ T-' -r ~ ~ o _ \ ~ ~ of Charleston 333
65.00' = WAKE COUNTY LAND DEVELOPMENT ADMINISTRATOR ZONED: R-20 85. i - ~ ~ Map Index For Village ~ CB 7 ~ ~ _ i Co strueted ~ treet . 1
/ SSMH~S % 65.00' 65.00' \ ~ Geor ePerry i ~ ~ E OBTAINMENT OF GRADING PERMIT. ~ stg. 1+05.00 ~ ~ s5.oo' BEFOR i ~ s5.oo' \ ~ - ~ ~ ~ ~ Award S 1-A s5.oo - h nnel #2 ~ 0
D. B. 6350, Pg. 14 / PROPOSED t 5. 2~ ~ ~ 6. THE CONSTRUCTION ENTRANCE SHALL BE NOTED AND SHOWN ~ ~ 6" Gv~ (R yDY' r- Drainage aseme' / ~ N B5°5 '4 " s5.oo' ~ _ ~ US Hwy. 401 Widening 2 N 85°54'48">y 1026.22' Total 7235 4~~. ~ Buck Johnson Street . -
B. M. 1994, Pg. 4651 ~ 2" LUII_OFF c- ~ t , f 8 lY . THE CONSTRUCTION PLANS, WITH APPROPRL9TE SIGNAGE ~ ~ 15 Opa ue La ~ ON ~ / ~ 9 n sca e ~ ( ) 92ss; 2 A
/ _ NOT A Easement JOHNSON STREET. A - ~ ~ . ~ AT THE INTERSECTION OF 401 AND BUCK / ~ ! s a cons ruction Ian cove sheet oily. °me - Buck Johnson Street . 3 nt (To-Remain Undi ~ \ harleston Drive . ' ~ urbed with Na C 4
This la t l P / ~ ,P ~ Dural Vegetation, as uailwood Drive ' ~ much as possible Q
~ ~ ~ ~ I .5.47-3 as ,amended and is mrTrcr nnAmtl~r/+ rC Tug AAf1PFRTY nF i ~ / , ~ r1nP.s rust ctlnfoTl<n to G
J.1710 "XUMII11V . ZONER R-20 Detail Sheet
/ not intended for, ales or recor anon. ~ STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. ZONED: R_20 ~~ener ized nature this ~p1at, the ~ Detail Sheet . George Ellen \
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN Due t the / / - ,Curtis E. Perry D. B. 695, Pg~141 \ Waterline Plan 7
/ a \ PART WITHOUT PERMISSION. / Annie M. Perry lots shown ih y r ia not rep sent actual lot 1 out. D. D. B. 1169, Pg. 294 Grading Plan
er to record d subdivisi IT IS NOT TO BE USED on plats for final lot / B. M. 1999, Pg. 06 ON ANY OTHER PROJECT AND IS TO -BE Red B. M. 1962, Pg. z Landscaping Plan 9
nslolis and'--a creages. B. . 2639 dime RETURNED UPON REQUEST. D. B. 8245, P / / / / ~ ~ ~ ~
\DATA \LIFMC-1519\ COVET. dwg

\ ~ aaoaaoouao0
Wetlands Courses These im roe°emen s shall Constructed Trapezoidal Channel #1 '"/y,, Treatment ~fil' e p ~°emen s shall be constructed in accordance o0 00 tai Disturbed Area in Pro'ect = YO 7 Ac. oo~ ~ CARO 000 _ 'owing plans, and the Standard Specifications o°o . l f o°o " -
mil _ toP with the following plans, ~ 1107 - r ~ .III.UI_ 5 - 0.9 8.19 1.61 = ,>,27 efs ~P Course Bearing Distance of the Town of Fugnay-D~ of Fri na 'na. 7'he en ineer nhose seal 0 0 ,SS' ~ o Area includes road right of way, 15 construction ~ 4 3' g o ~ rte I0 o QN S T
~ ttom Width W = 8 ft, n = 0,03 (fl~ end signature appear been 42 ~ Bo ~ Width Varies L-1 S 71°08'07" W 218.73' ~e a ear below tifies that the Standar b • ° • ~ limit S oi13' as Constructed drainwa s and ~ CO pp o ;a~ 9~,; , p , y , ~ J~ 1L I TY N~
N w Channel Depth = 0,5 ft. Specifications of the Town o - L-2 S 44"11;33;' 8' 61.16' thoroughly checked and a~ s of the Town of Fuguay-Varina have en d • SEAL ; ~l sediment filter basins."'-- ~ p O t'cular I ~ R~ '1' perked and are applicable to this pa i o 023728 2 a ~ ~Q T ~
Fuqugy 3:1 side slopes Velocity 3.39 fps ~ Detail _ 1 L-3 S 50°1020 W 66.96' ro'ect. An exce tions to varma 5.0% Long. slope Flow Depth - 0.18 ft. ~ ~ Constructed Trapezoidal Drainway P J y p exceptions to the standa3~d-apecifications p NOTE: ~ J F
11p3 L-4 S 42°45'10" W 54.49' applicable are shown an s. ~yey Approx. 70 LF -NAG S75 Staple D ~ ~ (No Seale) L-5 S 33°56'11 " W 41.84' •e shown an sheet of these drawin s, °o ~ 0 0 0 - g oo,~, •,:~'ti'c ,~°jo It is the grading contractors responsibility to U ~ ~ O a
p P • '~~.1.~•' ~ kee all disturbed soils within the 10.7 Ac. ~ O ~
T = ds Ex. ~'SMH L-6 N 00°33'18" W 23.07' y Sta, 10+37,24 T =(62,4)(0.18)(0,05) = 0,56 psf ( ~ L-7 N 32"05'59" E 91.15' Date 00 ~ , R° ~ desi nated as construction limits. _ W z 000 M oo g Q o m Engineer 0ua0oa0aa ~ ~ ~
e (Lt 2.5) „ Permissible Shear Stress = 0,60 psf grass L-8 N 44°2336 E 59.34' ~ Z jpi (7 ti It is the grading contractors responsibility to ~ y o
1100 ~ Note: L-9 N 42°19'05" E 71,47' have the a ro riate unlit coin anies locate ~ PP P Y P b
~ti 2 The co~trartor shell be responsible for L-10 N 30°18'52" E 53.39' r Constructed Trapezoidal Channel # r ~ ti ~ waterline upgrades along Burk Johnson L-I1 N 31°37'46" E 59.08' UTILITY DESIGN BY.' any underground utilities before proceeding 'ti
°r ~ ~ Q = 0.4)(8.19)(5,72) = 18.74 cfs ~ Street from US Hwy 401 to Award Street ~ ~ s z5 ( ~ POND DEVELOPMENT CONSULTING SERVICES, INC. with construction.
o Bottom Width (W) = 18 ft. a = 0.03 I ~ and northward along Award Street to ~ 1401 AVERSBORO ROAD SUITE 206 ' BEFORE YOU DIG! ~ GARNER, NC 27529 CONTACT ONE-CALL CENTER ~
0~ Channel Depth = 0.5 ft. Eagle Sprir3gs Subdirzsion. NOTE: _ ~ ~ 3:1 aide slopes Velocity - 3.R8 fps All eon$~uction traffic (including 1 NOTE: - 0 - - [phone] 1 8 O 632 4949
a,~ 3.5% Lon ,sloe Flow De th - 0.29 it. P OPOSED FIRE A RANT k~r a ca. ~6 g P P BY AGLE SPRING LLC home con~•actors and their suppliers ZONE) ZONED: 0 Bc I TAX 919 772-3437 15 Temporary Construction Easements shown ( )
oef~ ~ Approx. 40 LF NAG S75 Staple D 1447 co ~ for all to shall~Cess project Eagle S~ Ea le S rin s LLC hereon were used to compute the disturbed - f i g P g ' area for the ro'ect, All disturbed areas are
~ T ,rl.a f!•om Buck . nson Street only. D. B. lol .1 ~ Gr en way path o evnireet to path n. 11. ~017~, r~. 2177 P J
14 T =(62,4)(0.2.4)(0.035) = 0.63 psf ~ ~ ins shed in Ea r. S rin s ]oration etc, - No cogstruction traffic ?~hal1 access B. M. zoo 16 ~ E P 8 D. M. zoos. Pg, 1sz4 to be within said easement limits.
Y Permissible Shear Stress = 1.55 psf (NAG S"5) y ~ to addressed ~n construction plans project' from Phillips Pointe SUbd1V15lOn. ~ I ~ i`
m 4 ~ ~ i N1 N 89°51'42"E 967.69 (Tote]) _
FEMA FLOOD HAZARD , ~T.41'EMENT - Lots shown on this plat are not, i ~ ~ 193.60 ? Note: 690.85 ~ ~ ~ r~
~ ~ lt'etlands to be ma located within the FEMA 100 year ~ `-5• ~ , ti !S t0 be marked Greenway path to connect to path i . A POND
Flood Hazard Area as shown on p ~ o ~ I ~ POND clean 1n field wl{ ~ 75 ~ yo• , ~ ~ .Y FEMA map No, 3718300757E & 3718300776 E o / ; F / tree protection far. lri field with orange installed in Eagle Springs, location etc.,, -i otection fencing. Primary Open Space to be addressed on construction plans
VICINITY MAP Effective Date: March 3, 1992 ~ l ~ , 124, 000 sq. 1't. POND
1 No Scale r j Netla,~ ~,-Areay . `k Contractor to avoi~ Date Submitted for Review. 08-06-04 ~ •tor to avoid impacting ~ I POND
~ i I ~ ,~,,~f~~`~~ k ~ wetlands, ~~°oslon Control Plan For ~ 150.76' , ~ , ~ ~ , ~s, - _ ~ _ Driveway Permit Approval. 12-06-04 16,
N.C.D.O.T. Approval: ro ~ _ ? 7z,oa I ~ ~ 4~
r o 74 - - ` - ~ e o 1 c~ r eS 011 ~ _ ..ter --~r-~' a 7.63 Sediment & Erosion Approval. ~ ~ o to
e l a a o R y ~ i~ ~ ,4
r n Install Diversion Dit, h ~ ~„l. ~ s .oo ownshl Ttiake CUllll~ , NC Meddle Creek T p .Y (see Detail shee ~ ~ s• N0 o
_ I I ~ / es.e4 Eas mar 0 Date: 0~3 -10 04 117.ti0' e4 ~ _ ~~7 s meat 18,55 This is a Preliminary Plan until letters of ~zo' Ea a royal are received from the above a encies Overflow nve Out = 357,48
Scal e. l 5 - - ~ - ~ ~ 0~ i ~ PP g o ` ,and the dates of receipf, noted hereon. To In13872
F.LN. 0656.04-92-7401, 0656,04 92 8405 Zoned: R 4 A ~ _ 7~ ~ 5 ° P m 64 N Inv Out = 383.85 R~~'
06ti6.03-02-1879 0666.03-02-2624 & 0666.03-02-2471 ~~9aoaoaauooo I ,l ~ 66 CB ~5 5 ' o~° CAn °ooo I o ~ , ; 8~ I ~ ~ 67 o~^~ 0 ~ o o ~ s r. ~r N ~ I _ o rin I I Road
00 ~a if °oo r ~ h ~ 3 : i ~ N _ - _ o i - o ©..°~ESS10°°,~ ~ ~ E~: SSMH ~ ,~~a ~ ~ SSMH-11 ~ Con eructed ~ - - •o~ ~
o "C~ n 9 p o , ~ .Sta. 3+00:00 o ~ ~ ~ o ~ --J ~ o nsta~ ' ~ tall 3.75'W x 8' x I B"D - o ns SSMH 9 POND ~ T ical Si n Easement ~ „ „ s+ .oo .YP g
00 4 ° ~ sta. 7+iJ,o3 r 0- _ ;,Ib~ 68 (Lt.S:oo) Cha nee #1 ~ ~ ~ 0 50 1 0 ; SEAL o (Lt 3.OD) /~ti _ L_ I a ° L-2845 ° o ~ e ~ ' ~ 4. C_.- - sta. 00 0 C ss B Ri Ra ~ P C- a (Lt 5,00) ~ ~ ~ No Scale _ PA~oi~(d-BO 6~ ~ ~ 1 Note:
° . ° P POSED / e4' _ -~3 GRAPHIC SCALE c ~ o ~ 1'I 8}DRANT 6 /e9 m SSMH 12 L=~E3 5~- - - _ ° PROPOSED ~ ~ ~ o A 10' x 70' Si h t Trian le takes 81=98= - - - Fl&E RAN g g
o °.~q~ a ~ y ,.j ~ ~9• / 'o Sta. 2+3~ , 61=98= a o ~,'O ~ o ~ ro 48.07' e9 (Lt 5.e~`) 5~ ~ o c o ~ ti o i / ~ ,2 _ - ==54rA¢ _ ~ 4' UNlif~c_fosemsnl (Typical) - LS-4 ~ ~ recedence over si n easement. P g o a e ~ a r 1 ~8'~- _ ~
PREPARED BY oo v~ ° ° , • eti o0 0 ; ~ /ee9 ~ y, r 8 o ' b o ~ ~ t 1fE \kY , -~8,G9' , ~ , ~ ~h
I 0 X004 C / p 8~ ~ SN'r ~2 Cl PR~l!'. SAN ~E IP - ~ ~ a Charleston
_ - s r ti ,~ROp, P rive----.--~ ' a ~ 173 - - _ X45 Public ~ ~~C o
PROFESSIONAL LAND SURVEYOR, P.A. ; ~ ~ u / ~ ~ 5 , ~ ~ -CB-4 _ ~ 7 _ Revised: 05-17-04 Remised: 05- ~ 05 r ~ • ~ / ~ 11 " eh ~S. \ ,64 e 17~
r Revised: 05-28-04 Revised: OB .7-05 ~ off, ~ 5~ / ~ 54-89 ' - ~8-i 98 De of Street P.O. Box 730, An ler, N,C. 27001 ~ / _ ~o, / ~ S B7°08 24 E 447.30' ~ ~ 138 \ I~~` O X8:00-_..._ _ -88.08- s J ~ ~ - - I -
h ' g Revised: 07-2Z-04 Revised: 0 iB-05 ~ g ~ -a---- ~ Revised: 08-04-U4 Revised: 8-18-05 ~ . ti' SSMH-13 5 ~ I~ - - - / ) 1 ~ - - Sta. 1 +75.00 ~ \ , _ o,ee._ . 59799- ~ - - - s ~ - - , - ,
919 G39-2133 /919 639-2G02 (I'A.Y) _ _ ~ 0 - e' N SSMH• 1 / ' e : 08 09-04 Revised: 09 Ol 05 S Revis d 0 ssMH-l0 ___;y, ~1 ~ 1 ~ ~ ~ .p ~ ~ Existing Sta. 4+40.00 - ,
Revised: 08-23-•04 Revised: 10-14-05 ~ (Lt 5.00) ,1 ~ Sta. 9 Revised: 09-O8-D4 Revised: 10-24-05 p ~ l (Lt 5. w . oo' ~ , I ~ ~ 44 S iIl wa (Lt 5 ) ~ . ~ P Y ~ ~
Revised: I1-10-04 Revised: 01-24-OS ~ 70 ' e : n -o9-os ~ 56 ~ 57 m Revised: 01-13-05 Revis d 2 l t ~ h m Channel m ~ ~ ~ 1
Revised: 03-02--05 Revised: 02-1 -E6 r i o p 58 h Owner Develo er ~ ~ ~ q ~ 5s 59 60 n I
P B s1 l ~ q r ~ C , ; 103 e~, i o ~ ~ 61 ~ ti ~ n t ' - - - - ° ~ - ' 3
ealt &Develo Ix~ent Co. one. sB• 2 ~ ~ Q, Ste h en son & Yard R ~ y ~ u A ~ _ . t_. _ ~ ~ $ F«A Area ' !00,66
P. 0. Box 1104 Fu ua - Varlna, NC 2752G-11 U8 [phone] Const nct~on ~ SSMH 14 y - 106.80 4 J' sta.1+11.00 ~ Easement i I 71 Lt 5.00' q~ o ` 1'or Positive-- _ ~ - - ! 07.2t~' Dl•8'nage L= 4,42'
~ ( J ~ L=1 ,0 ~ ~
EXISTING 2" HATER MAfN TO BE FETLACED BY , ~ ~ 51.95' 6n, 05' A NEII 8" PVC AND ALI, TAPS F?~';~ THE 2" ~ 2 ~ 55 ~ 7792 80.01 SSM'1-7 80.00' 80 0 ' \ Sta. 9+15.00 43 n q ~ / .o ~
fy~ LfNE SHALL BE EXPENDED TO T~`: ~dEll 8" LINE _ - ~ R •m _ ~ B ti 74.04 y I SH BE DONE IN SUCH A IdANNER AS TO i 74.04 so, oo' Lt 5, 00 a l~ 72, 04 80.00' 84.51 ' ~ ( ) BB.04' 85.98' ~ ~ ~ ~ ' 171
i ~ A D ALL I ti ~ A ,I ~ LI IT THE TIME OF SERF7CE IN7#:c..UPTION ~ i ~ 96.68 L=2` 88 ~ 2, ' 8'"""~ ~ Tom,,,- ri 5 N R ~ ~ ~ o ~ ~
y i ~ ~ ~ ~ I \ 113.58 r ~ V w
~ ~ ZONED: CII i ~ 0 5 3 I ~ ~ Lane Subdivision ~ , u ~ S. L. , ~ d , - ~ 72 ~ 0 54 m o ~ o" ~ 2 - - ~ i a ~ 88.20 51 ~ ~ I
B. M. 1945. Pg. 7B p a A o . 50 ~ a ° 0 49 ~ 48 ~ lo4.ss' w
i b d q c u r PROPOSER ~ o ~ v a ~ ~ °a o ~ ~ o o-~-
Install Silt Fence Future Cur w ro ~ - FIRE H}DRANT • i See Detail Sheet) l and Gutter ~ EXISTING 8" RATER MAIN - \ ~ _ _ _ ~ _ _ - - o~-~__' 47 a° a ~ 42 o b I ~ ro
( ~ -'1'0 BE REPL4CED BY A h m o i S MH ~ A 8 PVC l ~ r~ `B ' Ex. S ~ I NE JNE l1t \ ~ 8, , ~ S g-- - X88= - -~----88.84 _ a m 4 ~ ~
Sta. 0+17.61 - - - - Keter ( z' ~ -R o 8 ° _ - --~4.99~ (Rt 1,12) ~ ~ ~ „ 4.98=- _ ~ 2 ~ ~ ~ _ ~ ~ " =X3.09:_ _ ~ n - - _ _ PROPOSED R 101.55 ~ ~
- a er e y , b ~ ~ - - ~ .0, ~ BBD. _ FIRE~APDRANT- 0 a ~ I l
w I NL~'ll B NAT1;R AWN q _ '~11'=~d~T~2 ROPOS D 8" P„.C 6911c_' ifs' ~ - o .r-- R ~ ~ ~ - o - AN. SERE -~BUC CD=7i_~Ip- _4 - ----Ba 4g' I I - 7D,89' h, a1 I, ~ 0 --r~,4a= oa, 170
• ~ 1 a 5" RCP ~ EX, S 1f ..Id 41 ~ I ~tek.Jo n ~ I d hnso g - - tr~~"r~------- ~ ° ~ Ex, SSMH ~
ro ~ _ w > ..._.8 ~ ~~ns_ Street ~ E:. t tensor, R v _ _ - ~ _ _ lj A ~ 'r*" , ~ r .NC e.. -Id1;g8'-g~U3. -fi7d'SG17A'~738;IT`~IP , 54 public. R~{Y ~ PROPOSED ' P IfdTER-LIN B INSTALL 1 JOINT ~ _ -..r _ DIP FL o ~ ~
u ~ ~ J " ~ - v' _ _ . , - 18,9x°-r- 4a.9~ - - 69,99- - 4',~-~'~"--os- -8#.90 - ' wd - Rim Elev, - 371.42 ~ wo - - _ a1 axy_,St'~~8~ _ - j - --,1 Inv In = 38 40 I I tq ~o
~'p ~ r? Fire ~ CP , n ----@4.98= E, ~ . ~ ~ - - - - - Ex. SSMH -E'ase~e~t insi - Inv Out = 36 .22 ~ ~ t~ c~ q, '---84.98-
p ~ ~ ~ Hgdrant s ~ ~ - a ~ \ - Exi Ung z K x Sta. 6'3.8 - a ~ ~ I Existing hater Meters Exiatint FSre F{vdrant x. SSMH Tem o y II --PROPO --~ROPO ~D - ~ - ~ - ~ _ SSMH-8 10 SEIPER - - - ~ q 4~ ~ o
P N (Lt 5.39) FIRE N} ~ Fire Hydrant Future Curb and Cutter S 88°54'02"E ta, 3+47.8 ils a FIRE N} T ~ . ~ 5~" 48;89 5- ` Do house 4'il' ( w ,p o - Ei~-ss ~ ~ ~ _tt J ~ a ~ s a. rz+$s. ~
(To Be Relocated) and 5' Siderva/k Rt 6 g X ~ ~ 1 .97 1 Sp° ~ a~ ~ 52.64 ~ 2 ~ l ~ ta. 4+13. 3 m h Sta. 9+75. - v-_ - Rt 12,25' ~ ,u I O 0. (Lt 3.88) p X z „ ( ) \ N ~
Instal] 20' x 50' x 6'D Drainage Easement ~ O ~ Rt 0.85' m d y; 4 N m m (To Be Acquired) ~ ) ---N07E: m 5 ~ ~ u ~'em orarp 7' Ste, IO±i8.5 ~ 0. ~
No,`57 Washed Stone ~ _ - •o ZONED: R-15 n °i ~ 6 Temporary Constructs n Er. 12" RCP ti ~ Temporary ~5potls A a 6 h ~ o y $poi 6 Area B (Lt 5, 00) ~ p ~ti h ~ ti X X X ~ I V a 7 8 ~ ~ ~ 40 ~ 169 ,
d D. Powell To Be Removed .0 108.88' Entrance Pa Edl'Ith ( to be field loca for w ~ ~ o ° ti g o ~ ° ~ 'b
(See Detail Sheet) p, g, 8711, Pg. 2701 ~ ~ a Q optimum r se nd drainage. ~ ; ~ - - - p ~
- R h ~ 0 65. i8' 88 ti ~ . y, ~ ~ Q 24 ~i .7~ 64.4 ' ~ 0 0. ~ q q 72.30 67.00' 2 64.02' a ~ , g7.a1' ~ ~ p I,
~J+ ~ N ~ M 67.00 64.02' I O ~ y,r 86.00 86.00' - Q ~ ~ 707.01 S ti ~ e4.oz' _ ~ ro
~ ti ~ 88. ~ 85.0 ' 88, 45' w ~ 4. 0 ~ 00 85.00 ~ : ~ ~
~ I - o ~ ~ - a ~ Ilo.z6' 85, 00 8 70.00' 12 p -0 m 0-- - - 5.00 82.59 ~ w q 39 ~ ~ /
~ I ~ a i 22 ~ ~ o m Fill Area . y ~ ~ I R- / For Positive ~ ~ ,ti. o ~ ! i~
~ 21. a m ' I 23 ~ a 20 ro Drainage ~ ~ ~ o I y ~ I
~ ~ ~ ~ 19 ~ 18 ~ ~ / ~ 18 - - w a • ~ i 17 _ ~ / '
~ ~ - 0 1f}~'~ ti ~ - - 94.87' V 109.55 ~ ~ 15 ~ 14 q I a r_ w o--_ m m I
eS -99r4z:._. ~ _ , ~ ~ . lsa
L NOTES. i ~ ~ Y f"aseme ` GENERA ~ -r~~'7,89.~ nt r ~ - I 13 7 38 I I, o ~ I - --~'.RdP ED ' ` 4 ~ ~ ~ E ~ ~ ~ ~ M
ZONED: R-15 ---6s-9a-: IRE H} AND SEALED BY ~ ~o p ' ~ - - IRE Bi , , , , 1 3 0 I i ~ - 3 ° o I
1. ALL UTILITIES SHALL BE DESIGNED Rex Powell a y I ` N BS°58 46 'p~ 8 D, B, 857, Pg. 33 Q ~ Q a! TI' 1, e3 ~i = ~ ~ ~ , M ' 1 ~ ~ £xlsiing Curb and P i , ,+'r~.7-~:- ~ _ ~ , - Culver T I , 1 ~ ,y. _ ~ -I~ - I ~ YP J~
A NORTH CAROLINA REGISTERED ENGINEER DURING HE o I-- u ood IJtic~e - - - 45',1'ublic R/8'
U TION R I PROCESS _ t,UNSTR C - - w - ~ P-18 CII-15 - ---~~.z~----~~' s .s;=- - _ xrBt; _ _ ° ~ P-15 ~ CB-14 , _ - , Esimtinq - Flre H ant
ON OF ALL XISTINC ~ w 4=98 2, CONTRACTOR SHALL VERIFY TIIE LOCATI m 1 - ~,5 ~ N PROPOSED = ater Valve
ANY DAMAGE ro , rFIRE-xxDx~Nr eo _ UTILITIES, AND SHALL BE RESPONSIBLE FOR b b _ _ -s5~99--. !~.y~` SSMH-4 s8;gp -788;-98'--~.~. - ~ _ ~ EXISITING B" 1fATER LINE 5 ~ yy - i _ _ _ 0 R _
ACTIVITIES, CALL UTILITY LOCATION ~ ~ e Sta. 2+17.52 _ - - RL'SULTING FROM HIS _ _ o o ~ _ Rt 5.00' SSMH-3A, ~ ~:eB ~9' - ~ uailwood Drive OP, SAN. SEVER Q
OURS PRIOR TO EXCAVATION. ! ~ ~ ~ ( ) - ~ - SERVICE 48 H ~ % ~ 4: ~ Sta. 0+05,4 Sta, 2+z5. 0 -~8H.08--.. _ - SSM 3; _
BE IN ACCORDANCE ~ ~.n ' 0 26 Rt ~,oo' 3. ALL CONSTRUCTION AND MATERIALS SHALL ~ t q o 27 Sta. +(i'.1'UD" - - -98~ ti ~ x s n 5' S/dewalk ~
RDS AND SPECIFICATIONS. ~ 4 0 WITH THE TOWN OF FUQUAY-VARINA STANDA o° 0 28 29 ~ o 0 Rt , .l)0' mar= _--~ao -s9,oe- - -io - - - - - - ( ) SSMH-2 ^ PROPOSED - - SSMH-1
R Y{AKE COUNTY. C a ~ - o o o----- 30 0 4. TOPOGRAPHICAL INFORMATION AS PE _ - - ~ ~j q ~ q 31 ~ Sta.~7f5fi0 ~-PtRg-IfY~RAfv - - - ~ _ - - _ oghouse) 0 31 0 (Rt 5.00') I CB~10 _ - Ste;,_9+77.99
s o LS 8 _ _ $ o . APPROVAL OF FINAL CONSTRUCTION PLAN MUST BE RECEIVED - _ 5 B - ~ ° o ° 0 33 ~ ~ (Rt 5.00 _ d o , ° ° m m 37
FROM THE TOWN OF FUQUAY-VARINA AND/OR - _ z5, 7' CB-9 - ~ _ ~ ` - _ 0 _ ~ o " 34 ' 167
V LOPMENT ADMINISTRATOR ez.4z` WAKE COUNTY LAND DE E ZONED: R-20 e5. ' - ` - - - LS-S- ~ - g ~ ~ I ~3 36 ~ - CB 7 ~ ° o ° 166
65.00' Geor e Perrc~ / SSMH-^a~ 65.00 `"'y Ma Index For Villa e of Charleston 333 W P ~ _ - _ \ Arrard Street . 1
BEFORE OBTAINMENT OF GRADING PERMIT. g / sty. 1+05.00 ; D. B. 6350, Pg. 14 / OFOSED - , ~ 65,00' ' p ~ 65.00' ,
ti, THE CONSTRUCTION ENTRANCE SHALL BE NOTED AND SHOWN 8~ GV AND (Rt 5,Q0')- - 20 Drai 65.00 PRIATE SIGNAGE B• 1994, Pg. 4s5j/ 2" BLOII-OFF - Wage aserilent ~ N 85°5s' 't'" 85. ~ ` ~ c `k y oD' s5 US Hwy. 401 Widening 1-A N .00' 0 85°5s'4s'w 1ozs,zz' Tn 72.35' C an'neI~21- ._..L Buck Johnson Street . 2
ON THE CONSTRUCTION PLANS, WITH APPRO 15, 4s w / ~ NOTES: OPa ue ( tai) 44:0' _ ~ 92;ae' T" Buck Johnson Street , 2-A
INTERSECTION OF 401 AND BUCK JOHNSON STREET. _ ~ Landsca e AT THE - P Easement ~ / ~'hls eat ]s ai 00115,1 UCt10n Ian cover sheet one . ~ ( ement (~-Rem se.ae' - - Charleston Drive : ~ • ain Undi 3
P P y G IS THE PROPERTY OF ~ ~ t 7-3 as amended and is THIS DRAWIN / / 1 does no , cdnlor~n to G. S.4 urbed with Natur aI Ve Quail wood Drive 4 getatiol~ as •
mti~h e~ -
ZONED: R-20 Pussiole/ _ I Ueta11 Sheet . 5
srANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. rho t intended for dales or recordation. Detail Sheet . 6 George Ellen
AND IS NOT TO BE REPRODUCED OR COPIED IN THOLE OR IN / ZONED: R-20 Due to the gener lized nature this plat, the Curtis E. Perr D. B. 695, Pg. 141 Waterline Plan 7
PART WITHOUT PERMISSION. Annie M. Perry loi shown may ~~rmay not reps sent actual lot layout. D Grading Plan 8 D. B. 1169, Pg. X294 B. M. 1962, Pg. z25 Landscaping Plan 9
ANY OTHER PROJECT AND IS TO B M. 1.999 Pg. os Reer to recordq'd subdivision plats for final lot A IT IS NOT TO BE USED ON A B. RETURNED UPON REQUEST. D. B. 6245, pg. 263.9 dimensions and acreages. B'
Stormwater Outfalls 10
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`~V~L 5~R.~~~.~2
l~C / Y N fJ ~J C rs~ Y io h~Q k' Table 6.110
Seeding No. 5P for:
o~YalfJ ~ >71 I Transr~trn1 ~ ~ ~-M rr \...~1 1. Grass-lined Channels
'Dtvt?+5ioh f a Q~9rade 2; 11~h x ' x ` ~,aLL- G Zo ~o TEM o e~ Gogh G
~ T !fir 1~..
~ 5E IMEI~ GOI~I~'gOL ~IGc2 Seeding mixture S eclesT
/J DArts hIL rE1JG~. A~1 1 h ~ ; . bIJE1 hlo p Rate (Iblacre) Tall lescue 200 (4.5 Ib/1,000 itZ)
6t~1 r~ tiT~~c~,
r \ / SI r - °P~` ~ ~D ~JI Y~ GLcAEI~ 1:(D Nurse lants A A p
~ I G~'n(tJ~ . vf(~I L~ M I. ~ fJ l ~ ( s+~6?e, Y~~~o~~~ M:~>J~~h. Gl,~o.l.l ~~~Ir1c a Between May 1 and Aug.15 add 151blacre Sudan rass or 10 Iblacre r• PIPE g Ge
~ lei' h ~~~K tJ man millet, Before May 1, or after Aug.15, add 40 Iblacre rye (grain).
outlet ~ ~ t,. ~l, u,. I. . ~ ~ \ ,,~t~ t~ ~ ,~tl,.' I Nh~ i l~~l..a,., Seedin dates
~t', gal, wl~. ~I,i a~.. el°~ ~ ~ 5. I fJSTALL {~r? MAr~fer~' o~ v,•. NI . ~ I Dt~ Go~- M c!a-~ ~ S g Best: Aug, 25 -Oct.
k,,. a wl~„ I u . ~ hT~31LIZ~ ~l.-L 1?Ih-(1~~ A c . Possible: Feb. -Apr. 15 1. L =THE LENGTH OF THE RIPRAP APRON,
r ~`~..i„ ~ q.., ni,. rill. ti,,,( p r= A~ ,..•I'•, ~I,I, „ F Tt~~ .GOMPLc lor`i o Avoid seeding from Nov, to Jan. If Seedin must be done at this time add z. a = is TIMES THE MAxIMUM sroNE DIAMETER eur NoT g PLAA' VIEW LESS THAN (inches).
w~ ~n 1, .r~ ~ dt il,, w1 T ~ .T E O~-Dh ~I„ ,~I, a„ ~,c ,.Il I~ ~tl wll, , f., I,II. ti~, MCI ~QI ~ h~ol r~ G r~o . 40 Ib/acre rye grain and use a channel lining that offers maximum protec- tl0n. J. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE
,111, NISI u,,. 1„~ 11~, ' ~ ~ ~M~~.G,1J ~ ' h k 1~1~"n L Ma~ e . ~ ~ ~ ~ ~r CHANNEL BANNS TO AN ELEVATION OF 6- (inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE 70P Of THE
(,T~oIIt~D CO~/c ~ 1?5 ABL.IS~t= ~ T D, SANK, WHICHEVER IS LESS. Soil amendments L
Figure 6.40a Level spreader is designed to disperse small volumes of concentrated flaw across stable slopes. 8. p.er~~/~ YEMPo ~ ~ h~'~(M~rJT: ~o~' ~ _ ~ a. A FILTER BLANKET DR FIVER FABRIC SHOULD BE Apply Ilme and fertilizer according to soil tests, or apply 4,000 Iblacre v` INSIALLED BETWEEN THE RIPRA'r AND SOIL FOUNDATION.
~ t-IT L ~~IGE'~ AfJD ~T"A61l.IZE ~•LL A~A'~ v(hT~ SEt7:; Dl~ f ~ ground agriculturallimestoneandl,000Ib/acre l0-10-tOfertilizer.Operate PIPE tillage equipment across the waterway. `
~G. , Et~o~ L.,
Grade-The grade of the last 20 feet of the diversion channel. should provide a smooth transition from channel grade to Level at the spreader, The grade of the I Mulch o
spreader should be 0%. Use jute, excelsior matting, or other effective channpi linin m 1- g atenal io
cover the bottom of channels and ditches, and staple securely. The lining F should extend above the highest calculated depth of flow. On channel side SECTION 'A-A' FABR c
Spreader lip-Construct the level lip on undistLU-bed soil to uniform heiohr and ` slopes above this height, and in drainages not re uirin tem ra linin s q 9 ry 9,
zero grade over the length of [he spreader. Protect it with an erosion-resistant. - apply 4,000 Ib/acre grain straw and anchor straw by stapling netting aver
material,such as fiberPlassmatting, to prevent erosion and allow vegetation to the top. PIPE OUTLET TO KNELL-DEFINED CHANNEL
become established. + so' MIN_ 1 Mulch and anchoring materials must not be allowed to wash down slopes
Outlet area-The outlet disposal area must be Qenerally smooth and ~ ~ where they can clog drainage devices.
well-vegetated with a maximum slope of 10%. ~a~; o ' ' , ' "','o ~t'~ " ---c. '4° g•, .
• . ~ , , 25 OR WIOTI! OF Maintenance Inspect and repair mulch frequently. Refertilize in late winter of the follow-
' Ve Pilate alldLSturoed areas, ETISTING 61 ° • ` ° ' RROROSED STREET. g ~ ` ~ wNICNEvER IS ROa0waT • ing year; use soil tests or apply 150 Iblacre 10-10.10. Mow regularly to a
CCEBN STONF (N0. 17) r ' ORE 4TER. height of 2-4 inches.
Co nstruetion 1. The matting should be a minimum of 4 ft wide extending 6 inches over the ; • ' , ,
li and buried 6 inches deep in a vertical trench on the lower edge. The upper '`"'40: ~ ° 'tt' ° ~ S ecifications p w ~ ~a,.,°'4' 1Reier to A endix 8.02for botanical names. PP
p o edge should butt a,ainst smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.
PLAN 2. Ensure that [he spreader lip is level for uniform spreading of storm runoff. _ _ _ _ _ _ _i0P ELEVATION OF STORMWATER _ _ _ _ _ 0.5'-i'
y5 WASHED MAX. ~
3. Construct the level spreader on undisturbed soil (not on fill). ExI;TINO . 35 MAN, I IS MIN. STONE ~I A DESIGN OF SPILLWAYS m
'ROcOw°r ~ NEW CONST RUC TION\ 1 - i EXISTING SLOPE DRAINAGE AREA WEIR LENGTH .n
. I 6~ uIN, .,,s r', .,~T.' /ill, 12-MIN. • , (ACRES) (FT) ~ p1 RIP-RAP 4, 0
Cross Section y I , . Table 6.11k ~ 8.0 VARIES
Seedinc Seeding No.1 P for: Steep Seeding mixture 45 ;2:a SIDE vlEw
Slopes ~ Material Variable Slopes or Poor Soils; Low Species' Rate (Iblacre) 1 DIMENSIONS SHOWN ARE MINIMUM
Gass SECTION stapled in Maintenance Tall fescue 100 EXISTING SLOPES Sericea lespedeza 30
place _ Kobe lespedeza 10
6„ ~ - - , ~ G mtn ~ ~7 I~ 1., ` _ ~`~T' VARIES
IIII ~i III- _ _ - ----i l l i l - -1 _ l~~t-ltil 11=.11(I~ III - - - - Seeding notes NOTE.
. J -T - i =1 ~ 1- (-I( I- - : ll I (I-I 1. In Eastern Piedmont add 25 Iblacre Pensacola Bahiagrass or 101blacre o.s-r HEIGHT ~ >MDrH DETERMINED eY „ EXISTING TOPOGRAPHY AND
Level II - I- p ~IIII-.1111=1(111= = ll' f s reader - )~Ili.~lll~ IC= I I I- Common B@rmUdagraSS. USBCOmmOn Bermuddgfass only Wflefe It IS L'n- m ~ ; , 'lj SEDIMENT STORAGE REQUIRED. 6kelyto become a pest. ` KEYED RIP RAP KEY RIP RAP INTO THE OAM
o .-}l i P _ I _'I ~ III~~ = i - - _I II~ III t -illll _ IiII_ I I~ 2. After Aug.15 use unscarifled serrcea seed. ~ _ _ _ _ _ _ ~ FDR srnBluzAnoN.
Buried _ ~IIII_IIII - _II{~ _ 3. Where a neat appearance is desired, omit sericea and substitute 40 p'5 WASHED STONE
6" min Iblacre Bahiagrass or 1 S Iblacre 3ermudagrass. 4. To extend spring seeding dates into June, add 15 Iblacre hurled Ber• FR N
0 T VIEW mudagrass. However, it is preferable to seed temporary cover and seed
Figure 6.40b Detail of level spreader cross section. i fescue in Sept.
Nutse plants
ql N~ NA ~ Between May 1 and Aug. 15, add 101blaae German mi8et or 15 Iblacre STANDARD CHECK DAM
S. Dispose ntrtoff @unL the spreader across a properly stabilized slope not to e)tcad 1096. Nfabe slue the slope is sufficiently smooth to keep flow fromcon- R ~ ~ Q Sudangrass. Prior to May 1 or after Aug,15, add 401blaae rye (grain).
c ~~o c~ o~ ~ ~ . ~ ~v s centranng.
Seeding dates Best Possible
6. Immediately after its construction, appropriately seed and mulch the entir Fall: Aug. 25 • Sept.15 Aug. 20 - Oct. 25
disturbed area of the spreader. ~ '(O T ~l. QRo~EGT 'j~~a'~'1 onl ~ S ESr1 M ATED TO Late winter: Feb. 15 • Mar. 21 Feb. t -Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding of
v rarnfall ntil ve etation is established, and ~ ¢5 DA`(5 . G S C In t level s readers after e e u ~ ~D.Ni o~l.D Malntenan e spec p ~ s SIB Kobe f espedeza over fall-seeded tail fescue is very effective. Use unhulled
promptly make needed repairs. After the area has been stabilized, make peri- Bermudagrass seed in fall.
odicins ections and kee ve tation in a health , vi orous condition. ~ GI~Ar~En Off ,4.isD ~T~Ei~ FW,L P P ge Y g '('b 8~-D" MAXIMUM Soil amendments I VARIABLE AS DIRECTED BY TH E ENGINEER
GA~pGI Apply lime and fertilizer according to soil tests, or apply 4,000 Iblacre
6.40 ~ ~ ground agricultural limestone and 1,000 Iblacre 10-10.10 fertilizer.
F~IJUE ~oJ~ ~ MINIMUM 10 CADGE Slli FENCE FABRIC LINE vARES INSTALLED TO SECOND MINIMUM t2-I/2 GAUGE
a,l Definition Anon-erosive outlet for concentrated runoff conswcted to disperse flow I~CGVMt)LA'(~5 O MUICtt 1MRE FROM TOP INTERMEDIATE W1RE5 Apply 4,000.5,000 Iblacre grain straw, or equivalent cover of another
T l~ I~lGHES /FBrral~ ~1{~•NRaL 6QA~ unLformly across a slope. suitable mu~hing material. Anchor mush by tacking with asphalt, roving,
or netting. Netting is the preferred anchoring method on steep slopes. GRaDE
Purpose To convert concentrated flow to sheet flow and release it uniformly over a sta- bilizedarea. Maintenance m Referti(ize in the second year unless growth is fully adequate. May be FR NT VI W m
mowed once or twice a year, but mowing is not necessary. Reseed, tertil• -Q--~ -
ize, and mulch damaged areas immediately. STEEL POST
CondltlonS Wit ere Where sediment-free storm runoff can be released in sheet flow down a stabi- WOVEN. w1RE FABRIC rRefertoAppendix8.02forbotanicalnames. ooESSHOTFEx~EO /4WACREDANONNEVER NA
Practice A IIeS hzedslopewitnoutcausingerosion. pP AREAS OF CONCENTRATED ROw, SILT FENCE FABRIC
Where a level lip can be constructed without filling. o ~
I ° FILL SLOPE ~ ~ ~ ' a ? _ 'FOR REPAIR OF SILT FENCE FAILURES,
Where the area below the spreader lip is uniform with the slope of 10%o or less ' ~ USE No. 57 WASHED STONE FOR ANCHOR - - WHEN SILT FENCE IS PROTECTING
and is stable for anticipated flow conditions, preferably well-vegetated. CRA CATCH BASIN.
Where the nrnoff water will not re-concentrate after release. 6' MINIMUM COVER o OVER SKIRT ' I
a ANCHOR SKIRT AS DIRECTED BY ENGINEER '
Where there will be no traffic over the spreader.
SIEVIW
P Ian n I n The levels readeris a reiativel low-cost structure t Tel mall volume of
g p y o eases s. concentrated flow where sitecouditions are suitable (Figure 6.40a). The owtlzt STANDARD TEMPORARY SILT FENCE
Conslderatlons area must be uniform and well-vegetated with slopes of 10%D or less. Panic tar
care mustbe taken to construct theoutlet lip completely level in a stable, un is-
Lathed soil. Any d~ressions in the li will concenvate the flow, resul6rl in P
erosion. Evaluate the outlet system to be sure that flow does not concen to
below the outla figure 6.~Ob).'Ihe level spreader is most often used as an ut- let for temporary or permanent divisions and diversion dikes. Runoff water
containing high sediment loads must be treated in a sediment trapping deice
before release in a level spreader.
Desi n Criteria Ca acit -Determine the ca it f the ' o fvow
g p y pat y o spreader by esumaun, peak from the 10-yrstorm. Restrict the drainage area so that maximum flows into the 9 a7 aoo5 R~ISSui;O FIDa PEa~+trrr,~
sprPZder will not exceed 30 cfs. r
7 2R ZCbS ~~SSuEA ~R ~R~ ITTr
Spreader dimertsiotts-When water enters the s der from one end, as from P~ Y '7l~ 2005 ED oR t ItJG
a diversion, select the appropriate length, width, and depth of the spreader from Table 6.40a. IxU ~ 'PERM TT RoJEGT : ,
Construct a 20-.Ft transition section in the diversion channel so the width of the G~ tJEw-R~ D LrxA ~ TI ~l
S G r
diversion will smoothly meet the width of the spreader to ensure umtorm it 41 $2aoe RVN DQ • l
outflow.
Table 6.40a {laL,le,LsN kc z}614 'P¢E'PAfzE'D S`/ : G~I4~G M. tJ~vJTO?J~ '~B
Minimum Dimensions for Design Flow Entrance Width Depth End Width Length 919 -got - 240 5
Level Spreader cfs ---minimum dimension in feet-----
0.10 10 0.5 3 10
10.20 16 0.6 3 20 ~~S(o IJ CDf~IT~OL TAT S
20-30 24 0.7 3 30

G~ 517 j
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t ~'f5 ST~rlo?JS G+CO Af~D logo 61pE,y aF vR1VEWAy ; 'p(LIVEWAy AT 1 240 230
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• _ q 2~ 2005 REISSt1ED FDR PF2Min~N(a
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GEIIT>rRL1AlE 20 Qo~4 7 29 2Q'~' QE) sSUED ~ ~;rTJ,~c, ~RL11JE D
' 'D1S'(V~BED ~E ?5.200 ?sSu ~ R +>n?TT~1 1~iZDJEGT ~~BED A~~ 7 5 E fD RR I ~i
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_-r~--.---_ ~ .f Table6,11o
I og-~p.l~l G DI I Seeding No. 5P for:
iV i0M ° e ~ en t-o Q~9rtid ( Grass-lined Channels
2, i~h ~ x X T G zo ~o Ti?M ~o tz~ C.o h t~l i rJ T ?orJ ti
~ ~ 3. t f~hYALL ALL TE o •
M~ ~A(Z~( ~Et71MEl~ Go oL 1 ~T~ DE~/fGi<h V ~lJc.>a ah ~ ~>`GK Df+~rl5 h I LT r Et.IG E Seeding mixture SpeclesT
-Ix _ r71~~ h A~10 hS ~i G~z~l Iot,l Dr-r~r~Gs Rate (Ib/acre) Tall fescue 200 4-5 Ib/1 000 ft2 ( ~ )
~ / 51 •
~D t P~ ~~I-rl~ G LcA~I ~ ~ - , A D Gt? ~17f r\IG ~1r~1 l.~ MAI. A Nurse plants A A
s4a61e `~T I ~ I SIG ~ N~I _ D I r1 c l~'- t~lAst~l 1 I ~Ayh \~t~ K ff Between Ma 1 and Au .15 add 1 / - Y 9 51b acre Sudangrass or 10 Iblacre Ger• PIPE
t~„ t,~, I~ ~l ~,v. ~IA`LF ~ t~ LL . outlet ~l, u,. HI. man millet. Before May 1, or after Aug.15, add 40 Iblacre rye (grain).
,t, ~I,• ~ Nl,. at, ti i a.. ,~'.a~.. 5. I fJ 5 ALL Seedin dates g
ai, sl,., Wl. T P~~MAI~Et.I•r o~lo o , o 1, . I~1, I.. r~ G ~ M ~ Best: Aug. 25 -Oct.
i•'~ ~14 KiG~ ll, 1 \u ~ 1 ~ ~ wb'~ 1.. n., k«, v4„ ,I ~TA3ILIZ~ AI.L DIhT'~9 ~t7 A G k.., mil, a~,. q... r r~ ~ ~IfJ NOTES: Possible: Feb. -Apr, 15 1. L =THE LENGTH OF THE RIPRAP APRON,
,.L., ,1... ~I. nl,. Ir,,lf o _ 30 DA`~h , , ~I StI~ 11,. F T~~. GoM~~ a w 1 ti 'wi,, TI ~ , o~ .T E j~oA-Dh Avoid seeding from Nov. to Jan. If Seedin must be done a ' 9 t this time, add PLAN VIEW 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
rln 1 ,~A~ Itll' yyNi I% A(I W , ' pll• ~P, nYl II Hli. v 1.. ,x,111, i„ 11•, l"~Ail.ll'AIfJ h1:DIP1`c 401blacre rye grain arld use a channel lining that offers maximum rotec- LESS THAN 6' (inches). , P 110n. 3. m A wELI-DEFINED CHANNEL EXTEND THE APRON UP THE
~r oral-t-l' >J~-n L ~ I CHANNEL BANKS TO AN ELEVATION OF 6' (inches) ABOVE
G~OO~rJD ~oJtr ~ 5TA>3Llh~l>^D. Figure 6.40a Level spreader is designed to disperse small volumes of concentrated Bow across stable slopes. THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE 5011 amendments BANK, WHICHEVER IS LE65. I"'~- L
Y ~A~~ h~D I M>: f.f">' ~of~-;' L`~l;~i E Apply lime and fertilizer accordin t0 5011 tes1S - I 4. A FILTER BLANKET OR
~ , G 5 AI.JD . . ~ASILIZE aLL /~-~.E,ph t71hTt~ SAD:, ~ D It~G. ~.Er~o~AL. rounda riculturalli g , or apply 4,000 Iblacre INSTALLED BETWEEN THELRIPRAPBAND SOILLPOUNDATION. 9 g mestoneand1,0001b/acre l0-10-tOfertilizer.Operate PfPE tillage equipment across the waterway,
Grade-The °rade of the last 20 feet of the 'v a dt ersron channel.should provide
a smooth transition from channel grade to level at the spreader. The grade of the Mulch d
spreader should be 0%. Use jute, excelsior matting, or other effective channel linin g material to
Spreader lip-Construct the Level lip on undisturbed soi(to uniform height and ' cover the bottom of channels and ditches, and staple securely, The lining should extend above the highestcalculated depth of flow.On channel side SECTION'A-A' FILTER
0 zero grade over the length of the spreader. Protect it with an erosion-resistant FABRIC slopes above this height, and in drainages not requiring temporary linings,
material, such as fiberglass martin;, to prevent erosion and allow vegetation to apply 4,000 Ib/acre grain straw and anchor straw by stapling netting over
become established. ' the top. PIPE OUTLET TO IAELL-DEFINED CHANNEL
' ~ 30 MIN_ ~ Mulch and anchoring materials must not be allowed to wash down slopes
Outlet area-The outlet disposal area must be generally smooth and- i ~ well-vegetated with a maumum slope of 10%. ~a;: r ' ' ;r, : where they can clog drainage devices,
' ~'~ti e •r~ ; , 1 r ~ f~V .
. . C 1 r V , ,d. •o `e 2~ OR WIDTH CF egetatealldisturbedareas. ExISTINO ' • I' ' e ' nROROSEO STREET Maintenance Inspect and repair mulch frequently. Refertilize in late winterof the follow-
ROaOwaY ~ ' ~ ~ I, WHICHE YER IS CIEaN STONE (N0. 371 ~ CRE AT ER. ingyear; use soil Tests or apply 150 Iblacre 10.10.10. Mow regularly to a
Con r o ' , `L~,'' St uctlon 1. The mattm, should be a minunum of 4 ft wide extending 6 inches over the ' ~ ~ height of 2-4 inches,
'ReferloA endix8.02for
Specifications lip and buried 6 inches deep in a vertical trench on the Lower edge. The upper w , : ; ~ edge should butt against smoothly cut sod and lr securely held in place 4vilh pp botanical names.
closely spaced heavy duty wire staples at Ieast 12 inches long. •
PLAN
2. Ensure that the spreader lip is level for uniform spreading of storm runoff. _ _ _ _ _ _ .TOP ELEVATION OF STORMWATER _ 0.5'-1'
3, Construct the level spreader on undisturbed soil (not on fill). ~ ,y5 WASHED MAX. ~
.SI)iLNG i ~ 3S IN, I IS MIN 'RCaOwar ~ - NEW CONST RUCTION` DESIGN OF P STONE ->1i A 5 IL WAYS m
I I i I DRAfNACE AREA WEIR LENGTH' ExI6TINC SLOPE
R MIN. Cross Section 5 uIN ~ "~;w: •=~t. :~:i.•~~,~ ' (ACRES) (Fr) t 4.0 ~ ~I RIP-RAP
• + s~ Table 6.11k 2 s.o vARIEs 3 8.0
Seeding No. Seeding No. 1P for: Steep Seeding mixture ° 10'° SIDE vlEw 5 12.0
Variable Slopes or Poi Maienal Slopes or Poor Soils, Low SpeclesT Rate (Iblacre) 'DIMENSIONS SHOWN ARE MINIMUM Maintenance Tall fescue 100 ExfsTlNC SLOPES
stapled in :CROSS sECrlort place _ Sericea lespedeza 30
_ _ _ _ 1 ~ s Kobe lespedeza 10
- min I ~ ~ _ - T~T'oti1 ~ ~f~ - ~ t_ IIII ~ iil_ - VARIES
_ ,(I f _ III- t-- t ,il =III-III= _ _ - II .J ~ - Seeding notes
J I - - _Ii~ - _I - it-~i ~ _ r- -I_~ I--~ Level lip - - L- ~1I11_.~11I =1111= Ill i. In Eastern Piedmont add 251blacre Pensacola Bahiagrass or 10 Iblacre o 5•_,, HElcrlr & w,DrH oETERMfNED er common Bermudagrass. Use common Bermudagrass only where it is un. Exlsnrlc roPOCRAPHY AND
of spreader : ~ I I I = I I t - a SEDIMENT STORAGE AEOUIRED, likely to become a pest, w
11111 1) ~ l i~l = ! _ - (4111~T_ 1~= _~.._U~I l KEYED RIP RAP KEY RIP RAP INTO THE DAM 2, After Aug.15 use unscarified se~icea seed. > ` _ _ FOR STABILIZATION.
Buried =-1111- • _ 11 ~ IIII~ i - _ 6° min 3. Where a neat appearance is desired, omit Sericea and substitute 40 Ib/acre Bahiagrass or '15 Iblacre 3ermudagrass. a wASS+En sroME
4. To extend spring seeding dates into June, edd 15 Iblacre hulled Ber-
Figure 6.40b Oetaal•of level spreader erase secion. mudagrass. However, it is preferable to seed temporary cover and seed FRONT VIEW
fescue in Sept.
NTH NA C,~ ~U~ X02 Nurse plants
5. Disperse runoff from the spreader across s properly stabilized slope not to Between May 1 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre STANDA
exceed 1090. Make sure the sktpe is sufficiently smooth to keep flow from con• ~ R~5 0 E rl I C.c~ tJ'I~2oL IGE jam/ S Sudangrass. Prior to May 1 or after Aug. 15, add 40 Iblacre rye (grain . RD CHECK DAM
cenaaaag.
6. Immediately after its constnrction, appropriately seed and mulch the entire Seeding dates Elest Possible
disturbed area of the spreader. O L. Fall: Aug. 2:i - Sept.15 Aug. 20 -Oct. 25
~ 1 TA ~RD~EGT 4 'Dc~ '1'I oil I b ESrI M ATEp e~U Late winter. Feb, t:i - Mar. 21 Feb.1 • A r, 15 P
Maintenance In t level readers after every rainfall until ve elation is established, and 30 ~ ¢5 DA`(5 . G Fall is best for tall fescue and late winter for lespedezas. Overseeding of
~ ~ g t~ -pANls ova SIB D promptly make needed repairs. After the area has been stabilized, make peri- Kobe lespedezaoverfall-seeded tall fescue is very effective. Use unhulled
odicinspections and keep vegetation in a healthy, vigorous condition. GL~A~aEn p~f ~5. fJp RCS T~2ED Tb Wt,l. Bermudagrass seed in fall.
5011 amendments ~ B'-o" MAxIMUM vARIABLE AS DIRECTED 8Y THE ENGINEER
GR 'MAGI ,b.F'I'~~ EAG (~Ir.l LVENT, 6.40 ~ ~i?l.T Apply lime and fertilizer according to soil tests, or apply 4,000 Iblacre
F~ GE ground agricultural limestone and 1,000 IbJaere 10-10-10 fertilizer.
x+40 ~D P~ cI..E ~D B~~E `i I t_~-n ct~ +II MINIMUM TO GAUGE SILT FENCE FABRIC Mulch LINE WIRES INSTALLED TO SECOND
Definition Anon-erosive outlet for concentrated runoff constructed to dis rse flow l~ /~CGvMt1lA'f L5 To !P I MARE FROM TOP MINIMUM 12-t/2 GAUGE Apply 4,000.5,000 Iblacre grain straw, Or equivalent COVef Of another INTERMEDIATE WIRES
uniformly across a slope. N%~`~ 1~~'f V~ suitable mu~hing material. Anchor mulch by tacking with asphalt, roving,
or netting. Netting is the preferred anchoring method on steep slopes. cRAOE
P U r Ose To convert concentrated flow w sheet flow and release it uniforml ver ' p yo asa- Maintenance
bilizedarea. Refertilize in the second year unless growth:is fully. adequate. May be m
FRONT VIEW m mowed once or twice a year, but mowing is not necessary. Reseed, fertil• _ -
Canditi n o s Wh ere Where sediment-free storm runoff can be released in sheet flow down a stabi- ize, and mulch damaged areas immediately.
' P r c i lized slope without causing erosion. a t ce Applies STEEL POST 'Refer t0 Appendix 8.~210r bOtanlCai names, USE SILT FENCE ONLY WHEN DRAINAGE AREA WOVEN WIRE FABRIC
ODES NOT EXCEED 1/4 ACRE ANO NEVER IN SILT FENCE FABRIC AREAS OF CONCENTRATED FLOW,
Where a level lip can be cottstnrcted without filling. o ~
Where the area below the spreader lip is uniform with the slo e of 10% or less n ~ ~ FILL SLOPE a z 'FOR REPAIR OF SILT FENCE FAILURES,
P and is stable for anticipated flow conditions, preferably well-vegetated. g :,s . USE No, 57 WASHED STONE FOR ANCHOR
WiEN SILT FENCE IS PROTECTING ^ 'r ~CRAD CATCH BASIN.
Where the runoff water willnot re-concentrate after release. 6- MINIMUM COVER 0 OVER SKIRT '
~ - ANCHOR SKIRT A$ DIRECTED BY ENCMEER
Where there will be no traffic over the spreader,
SID- E VIEW
P Ian n I n g The level spreaderis a reiativelylow-cost structure to release small volumes of
concentrated flow where sate conditions are suitable inure 6.;Oa . The outYet Conslderatlons ~o ) STANDARD TEMPORARY SILT FENCE
- area must be uniform and well-vegetated with slopes of 10% or less. Particular care must be taken to construct the outlet lip completely level in a stable, undis-
Curbed soil. Any depressions in the lip will concentrate the flaw, resultin¢ in
erosion. Evaluate the outlet system to be sure that flow does not concentrate
below the outlet (Fgure 6.40b). The level spreader is most often used as an out-
. let for temporary or permanent diversions and diversion dikes. Runoff water
containing high sediment loads must be treated in a sediment trapping de«ce before release in a level spreader.
Desi n Criteria a a i - , g C p c ty Determute the apacrty of the spreader by estimating peak floe
from the 10-yrstorm. Restnctthe drainage area so that maximum flows into the spreader will not exceed 30 cf's. 9 a~ aooS ~ 15SVED FOQ ,pE~¢r~?rtt~l4
Spreader dimertsioas-When water enters the s reader from one end, as from P 7 Zq 2CbS ~issuEn ~Q ~R?~ ?trl~'
a diversion, select the appropriate length, width, and depth of the spreader from y 7 I~ 2005 ~xU E D ~vR ~E RM I TTt t:IG 0 G
Table 6.40x. R JE 7
Construct a 20-.'t Gansition section in the diversion channel so the width of the diversion will smoothly meet the width of the spreader to ensure uniform c~ ~,~w-r~,~ ~ L A o aG TI
r S ?.1C_
outflow. 6M 612OOC Rvu 'DR . l • • J I "W
Table 6.40a (IAI~EIbN NC 2614 fWj~A%SZej>' BIN
Minimum Dimensions for Design Flow Entrance Width Depth End Width Length cfs ---minimum dimension in feet---- 919-801-24os G~6 M. 1.I~VJTa~1~ ~g
Level Spreader
0-10 10 0.5 3 10 10.20 16 0.6 3 20 4::~
20.30 24 0.7 3 30 ~~S (o fJ CO~t~IT~OL. T~fiA~S

GO MITE
a • ~ U ) gEAV~RDAM
4 ? -.i
ti~ o M ~
y t
! ~ i'E4LNIBE~ ~ / N G~K
U ~ ! ,
1 \ Z~
l ~

Z~ . '~s
• AL R1GUL'fU'(LE I AND v`~
>kot'~ o ~ r ~
6p~ ~ ~,o1J5~12UDT' `Z61. 5P>~/k-~Et2S r
V IGI ~ QTY MAP Z ' , A.T Qont F~ ~~0 2~~t~ i . 4 • t r Z So
N'f5 5~DE5 ot? ' DQ`~EwAy AS Co1J5T2vo1' I,Ee/EI. 5P~¢Ei AT Bow LEf r' A rj 0 Q?G I~JE L 5 P~2 ~ DERS ~ J :~i' A r~ ~ QIG T , I
s?~-owa ~r INsrrY sEco~. 5~ of ~vEw~a ~ - olt, ~E5 Di2 r D~~VEWAr AT
CAG~1 IS 13 FEr?T Lo~IC~ S rtYp~. 5TR~11onV5 I1tl~ RrID 11 t to RtJD ' I I ~$o / I 240
~ ~ ~?'1~u IS 13 FE r \ ~I NSET A 112 - V\IE"Do>nI~E ~ ~ E( ~.o 3 Fii 1 t ~ 2 3d E1' l.o ~ t N56'f B ~ I ( t
~ ~ ! ~ ' ~ 1 ~ 1 i I ~ i
I 1 ~~I ! I p~ SoiLj`~P>? p~lZ t 1 ow16~ ~ i
1~MPO1zAR`I I e p I I o . ~I W2 ~ WAD / 1 5TA t4 I ~iTA IbtbO ~ ~ ~
iod INV.= STA 3 t Z ~ IIJU•- 15TH I I t 40' ~ too Cot~STRJ~T I G~IFL~• V:Z .5 51'A8180 ( ~ ST ~~(~r1G~ 23.2 ~ El. =243.0 IrJ ~Z 1:~-ZSo.o• ~ 23 L 242.0 I ~ L= 242.0 I •E 1. c 2Co4, o I
:254.3 I ` DAM E L CtYP• I
~ ~ - ~ /
' 3. ~9~ -i E~ 1, 2~ 3.08% I . O _ _ ~ .s _ - 7 - - ~0 - -
- ~rQ _ ' ' I 1 I
- r y r r t r r I~ ° I
1 ~ 1 I~v,= ~ I.F µ1~ _ i~= 2~.8 • , y,p~ i rJV. - 241.8 5v I,F ~F~IPE
25~ ~D L~ anQ~ 23(D.o ~ 24 ~ ~ ~."1'~!0 I 1 Z.G~% I ~I„ = ('.5 f/r i I Z4 @ 1,~J9'o I t ~ ~ MIT 0 i I ~ t ~ LI F I L ~ x(Z G1,A55 $ ~ t
3 ~ @• ~ ~ ~ GLA ~ x(~ GU~s` 12x24~G~a5sY LxZ ~ ~ V = 9.6 ~'s 1
_ 13.3 s ~e I ~~0 1 ~ _ _ ~II' (ZAc~ RIP 2flP • / R 1 ~ >?IP R P .e ~ IN I+~s GuLVE~ ~3 . ~ INc ~R1P 2flP ~ / ~ A~6~5 1 I
c uwE ~ ~ ~ 2T~ ~ ~ o - I3 ~n~c~lES 50 1 5 ~ wcF} s ~ 1, , ~ ~ ~ 1 ~ ~
~ ! u~vE ' ~kZ ' ! C T ~ ~ • \ / ~ 1 ~
. ! S01(, r~~~ ~ 1 ~ ~ ~ ~
~ , ~`I e . Go,~sr>zocr LEVEL SQ~~ eas , ~ _ E ADVk~ e ! ~ ~
o~Le Wh WN ~Ilk~ ~ ~ ~ I , / ~
~v~'NI2~E A~ ~ r /FT Aar R16` r ! I Ar1D ~ ~ S IDeS of ~i2~U¢w~y ,fir ~ e e - ~ ~ t ~ ~ ~ ~ I
I' 5 ~ o A N + I rn~Tlar~S Zt5 9 3 So ! e ~ 1:4e1.1 15 ~ 13 ~EEY Lod (I NSET A ! I e 1 / ~ ~ o / ~ ~a 1
~ ~ ~ / o i ~ / ~
' f I 1
4 ! ~ i ! I ~ ~ ~
~ 0 - 1 ! \ I
N ~ I ! ~ ~ i
m ~ ~ , ~ / ~ i ~ ~ \ ~
`K ~ I / ~ ~ / ~ ~ ~ ~ ` ` Y ~
G ~ ~ l ~ i 24 ~ ' ~ I ~ ~ \
/ 1 \ I \
/ I ~ \ - ' '
1 4( l I \ . _ I ~ d i ti ~ I e __y i I I / \ 1. (
/ 1 1 r 1 I I ~ ~ ~
I
/ \ ~ ~ i ~ ~ ~ ~ I ~ ~ ~ t ~ ~ , ~ . ~ s ~
J , ~ / ! 1 t i ~ ~ ~ i I ~ \ / 4'
~ ~ ` ~ ~ i / ~ ~ i + ~ \ , \ / ~ ~ ~ \ ~
~ ~ f ~ ~ I \ J ~ \ / \ ~ I ~ 1
- i _ / I I ~
I ~ ~ ~ ~ ~ ~ ~ i I
i I 1 \ ~ ~
~ ~ I 2 30 ! . ~ I / i ~ ~ ~ ~ 1
~ - - 1
- i - J ~
r~ \ i ~ ~ ~ ~ .AND ~E A6'21Gu~TU2E ~ ~ \
_ / \ ~ / _ _ ~ ~ X 12 GI,AyS g ' / ~ ICI P-2kP •a . ~ ~
I ~ i ~ / \ 1 ~ / ? ' \ ' SOIL
~ i~ ~ / ~ ~ i \ ~ ~ (p ICES ~ TYPE : ~ ~ ~ ~ ~ ' Ko 2 ~ _ y :1 We_ u1EDoWE ~
~ ~ ~ i I ~ E ~ \ i ~ 1
~ ~ - - . i ~ I ~ ~
I ~ I l ~ / I \ 1
1 1 I i ~ /
~ ! 1 ~J0 I DO ~ ~ I 200 ! ~
` - - ~ 1 ~ 1 ~ 1 ~ / ~
i 1 ~ ~ ~ ~ ~ %
I i ~ ~ , A i ~ ~
~ ~ SGAL~ ~ I = U
r q ~ - ' ' ~ ? J l
1 ~ ~ I , e - - ~ C Q ' ARKS Z' ~ I ~ 1 • ~ yZ: 3.G s
' . - F 3 I ~ . EE l ~ 3 vAeiES e / r ~ ~ G SS ~ ~ ~ , x12 c~.r~ RIP RAC ~rz,evirL ~aa5s . ~ i ds~ ` (o t>JC}y+~s
i ` ~ ' ~ ~ I _ ~ k v y /~1 ~ - - - - ' e I~zn/FT 4
I' i i ~ ~ U Q F ~,~kvb WW .
1 i ~ ~ ( I t / ~ JJ ~IaT U ~ ~
~ 1 ~ ~ Z , Z ~ ~ ~ I / ~ ~ t~ ,
i i z-Z.Z.~S~. -PILE ~
! ~ CalZhhti T`(~iG~L ~QwEw1~ / ~ yQ,vEwt~Y Goss sEG'Cfo~ , ~ ~'Kfz' l
~ I CIAx B ti'T$ ' 21P RAP ' ,
e i ~ i~ ~ ~ i
I 1 ~ ~ ! , ~ / ~ ~ ~ l
1 ~ ~ ~ r ~ ~ ~
1..~~arckJ ` ~ , ~ /
~ ~ ! ~ I / / ~ ~ ~ ~ ~ J ~ ~
~ ~ /
~ ~XISYIrIG Co~1Tou~2
~DPDSED GorJTbu(L D Go rJTb t1Q /
3zn p20PE~TY LI tJC Y I-I tJC ~IV~12D
~ / ceEEK
. EAS~yIE~f DQ EICHT j ~Q EICHT or=u~ay
I ~ ~ ~ GE 1"~R U ~E ~1~W I ~ ' ! .l ~E vEwA +2 • ~ ~
\ / 1 v~IvE,,~~y Sl~vul.DE2 Sl~vuI.DER
1 ~ • . I ' ~ i i EDraE pF ~Ir~~ Ic I~ ~Z~oS R~iSs ~~aE pF DirGa uED Fog pc2m 17T~N~
mN~2 . ~ . ~ I IN1 PACs S : / I MILT L
~ 854 tJ81'LA~JD I WE7LA~1D=, GEI,t~~LI~IE C2~K. ~ ZoNf I ' ~ ! I~r? c2+~K. q 2~ Zoos REISSUED DR F ~ F P 2M 1TTiN(a
~ E~cti of ~ ~ ~ (02 !.F ~ 1 ve.ra I I GErIT~?2LI~IE ROAD vm Y ~ ! ~ • I~IE Ro~p ~ 7 29rZq~ 2E~ 5SUE0 R ~ t
~ ~ ~ ~E of ~~ew, ~~YVr?gED A-4,eA Fo TT G f
} Z tj b 4 + 5 (o + 1 ! i 61 L`( FE N1GE 'D ~15i2Ot7s ISS 0 'ENCiE ~_r .-r - i I ~E ~ol~ '~1ZOJECT
' ~ ~ G ~M ~ F~ow
G~{6 ~iEw~a,J . ~ i nG4rl ~ ~T I ~ ~l Inc 11 h n
~ ~ '1 MOkf t e ~ I i
SJ'V-EAM1 1, n / . , f 1-0sI- I i r - u! . J T-N 1'. /"1 I V l'rN TT l-. L/ NU
LEYEL ~ g4uf / , ~ s ~R ~ sP¢E DER 1 X41 BQaok 2Uu '2Ne- J
zo LrIP) t 1 P-~ I ! tK- 7~ 14- $
3 o Cpl ~ 3zo 1 310 32~ ~ t~E To P12' PE
31o 3)0 A37-o
F,RoslD~l -rFD~,

~v~~ s~~~~~.~
C ~rs~ ~a~lh Y GYi o h ~Q
~ f~
~ / ~1 . og ~ Trgnsrttotl ( Y~I~ G DI i Table 6.110 Seeding No. 5P for;
~ ~ ~ ~ rj; 17tVer~~c~ }"o Q% rode Grass•lined Channels
2e I~~iAI~ ~ x ~ X ~ / ~o TE~~o~AQ~ G~~h ~G
fah ~ ALL ,aLL E o
~ i- M ~ ~A,'z~ QED t r~l E ~ God" oL p~- ~~1~~-I ~ g ~.~1~~ Seeding mixture
~ D~r{5 51 LT' ~ c ~~S{u~;~izf~ DI~~ h , rl?tJG.J AtJD Speclest Rate (Ib/acre Tall fescue ~ z
~ ~ / SI 200 (4-5 Ib/1,000 ft )
\ ~ , ~~~D `~Tf~ C.LcA2l 5+~61e ~ ~ ~f~D GZAp - Nurse plants
~ f ~ v/i~I f1Al, 11 I~" I~ T~..t~pov_Ap,/ n ' '~f~AItJI~~ ~sr+gl4iWoed.. / ~ F I ~C.~•~j(~ CLL. L. C ~ L~~ ~`DI("1ct~ G A BefweenMay 1 and Aug.15 add 15 Iblacre - - ~ A
purl ~ w~. ~h V~E-~K et w~ ~ ~IALF ~ ~ ~fJ i~ . ~ A~ ILL. Sudangrass or 101blacre Ger- PIPE man millet. Before May 1, or after Aug. 15, add 401b/acre e rain .
a~~ ~ TAU.- ~ C9 }
~ei wl ~ ~ \ !D~ GO , , ~ ~T" M k,. v. ~ ca=m O c~ . Seeding dates Best: Aug. 25 - Qct.
~,I, win, ull" G) Arm A ~Ai~ ill .F/ll ~xcc utr, ~ CY.. ~ VI ~I I ~ 1i., Ai.. Yu. 'u dt ~ 1~l~JYj~~ ~D A C~ . i ~w a O Passible: Peb. -Apr. 15
~t ~ . . i„ r~ ~r(~ ~ rl 30 p ~ G A S - ~ Y~ ~ ~ ~~rkh rr~, ,i h~, ~I,, GbMP~..cTior~! o~ T E A ~ Avoid seedin from Nov.
Ali, w„ ' ~ p k 7. MAI~A~~( hGalr~~ 9 to Jan. If seeding must be done at this time, add ~ = SHE EEHCTH of THE R(PRAP APRON. 40 Ib/acre rye grain and use a channel li ning that offers maximum protec- 1'LAiy~ ~'IF~;~ ~ e = ,s nMES rHE uAx,MUM STONE DIAMerER euT Nor
~ r~>= (~~ol~fJD ~~r I `~~afvE~" tlDn. _ LESS Tt1AN 6" (inches),
Figure o.a0a level spreader is designed to disperse small volumes of concentrated Bow acro ~ ~SYABL~ ~ ss stable slooss. J. IN A WELL--0EFINED CHANNEE EXTEND THE APRON UP THE CHANNEL BANNS TO AN ELEVATION OF 6` (Inches) A80VE 011 amendments THE MAXIMUM TAILWATER DEPTH OR TO TH~ p
6 • ~•~r'1oJ~ Yer'f Fo~A~~( h~D1M~ ~t ~.or.l~ L~>~JI E _ BANK, WHICHEVER IS LESS, ~ T0. OF THE Apply lime and fertlhzer according to soil tests, or app) 4,000 Ib/acr _ ~ ice- r
`T(~A81LfZc II ~ G S AfJD Q AL! p.~h 171h`rt1~S~D groundagriculturallimestoneandl,000lbI y e ~ a. A METER BEANKET oR nETER FA acre l0-10-tOfertilizer.0 era ~ BRicsHOUEDaE
Grade-The o ode of the last 20 fwt of ine diversi n ~ ~ I ~ @~ ~ ~~AL a channel. should provide a smooth transition from channel ,ode rp level at the s reader. The grade of the ~ ~ ~ ' p to PIPE ~ ~ INSTALLED BETWEEN THE RIPRAr AND SD]L FDUNDATIDN. tillage equipment across the waterway, ~
P spreader should be Oco. ~ ~ Mulch ~
_ ~ I Use jute, excelsior matting, or other effective channel ~ ~ ~ '
Spreader lip-Constructthei;,vellip on undisturbedsoil to uniform hei~hr a . ones cover the bottom of channels and ditch Ilning material to ' es, and sta le secure)
zero grade over the Ian;d1 of the spreader. Prote,^t it with an erosion-resistant should extend above the highest calculated de p y' The lininc slopes above This hei ht and in pih of flow. On channel side FIETER
material, such as fiberglass matting, to pre~~ent erasion and a!lo~~~ ~~e~aeation :c g drainages not requiring temporary limn s, SECTION 'A-a' FAeRIc apply 4,000 Iblacre grain straw and anchor straw b staalin nett' g
be;,ome established. Y g m over the top, 9
Outlet area-The outlet disposal area must be ~enerallv smooth and I i'IPP OLTLE TO `'TELL-DEFINED
~ ell-ti=getated with a maximum slope • , ' Mulch and anchor.'ng materials must not be allowed to wash r~~ ~~~A, CHANNEL where they can clog drainage devices. ~„r~,~ s,,, _ I
m~ , :~,t~~~d~~ 't`, ~
Gaer3te W'~I disturbed W-eas. ~ ~ ~ ` . w zs' oR w~ Ex ri 33 S 4 ~ '1. G .~I ~ PROPOSE; Maintenance
AOa Over ~ ~ ~ ,t wHiCHEv°_ E, ~ ~IEAH 5"~4c-tip ~ ~ inspect and repair mulch frequently. Referfilize in late winter of the ioilo,•,- ' ing year, use soil tests or apply 150 Iblacre 10-10-10 Mow re Marl to a
• J ~ArE Construction _ 1, The maftina shouh be a r;~~::;irr~um _ ~ ~ ~ . , height o(2-4 inches, g y
1i and buried 6 inche- ' S eCIflCatlon P a de in a conical mooch on the I~~w~r ~ , p S ~P ~ ~ Tne upp„r t:1 ,
edge should butt against smoothl ~ - ~~~t~~~'' , . y cut sod and oe se~urel.: held in place .with - ~ ~ Refer to A ppend~x 8.02 for botanical names.
cLreh~ spaced heavy duty wire staples at Iea;t 1^ inches lone.
3. Ensure that the spreader Gp is level for uniform spreadim of storm runoff. ~ ~ P L A N
J
3 Conswct the level spreader on undisturbed soil (not on fill). __35~ wiN-______ i IS~ AIIN. i ~ . _ - . _ _rOP ELEVATION OF SiORMWATER
_ - '+Ew C_ ~ _s ~ ~0.5' 1' y5 waSHEO
f i - - STONE MAX. n DCJIvi~ - _e~ _ _ i A_
Cross Section ~ n I EXISTING SLOPE ~ ~ I D~RaPdAGE WEIR Ei a',: ~ ~
y , ( - Table 6.11k I 4E~ ~ , RIP, k RAP
sEBdlf =:~rial ~ `~~riable 8 i VARIES Seeding No. 1 P for: Stee seedin^ mixtur - e~. P y e ,
~ Slopes ~ I CROSS Sc~"~~N ,oo Slo es or P p oor Soils; L.Ow Species' Rate (Iblacre) ~ ~ ~ s _12-0 S1CE VIEW
~~cC= Maintenance ~ - -scaa ~ i Du~ENSIONS sHO~~m RE MINIU~~;~a I 100 l ~-n
- - b Se~~cea ~especez? 30 ~ ExISTINC sEOPEs Kcoeiespedeza 10 ~
- -~;I~~ C t_ ~ III 11= - T~T~ot.J 1~ i - - I - ~ fJ _ ~ - ~ t n-Iti - I _ - \ lG - ~`-eJ
~1_J(II~JI(I - , -11i1~ - I.= _ Level lip - - -!i .I_. ~ `S'c-a-Y:m`v Seeding notes _
~ - ~ - , ____~II~I_II,I_IIIII_ - o~ ~p~eader - ~ ~I~„-=; ~I Iii ! t . In Eastern Piedmont add 25 Iblacr - - _ ePensacola Bahiagrass or t O Iblacre _ = - -
- = n - ~ , _ _ - i common Bermudagrass. Usecommon Bermuda ~ - - ~ - - rass ~ _ _ - g only where it is u,. `EI~~: . rrr~,E a+
-~__LI i ~u I=(III!-~~~~ = ~kely to bacome a pest - dd;~~*-~ ~ ~~IS ~ ~aocRnPHY nNo '>~v ScDIMENi STORAGE REQUIRED. - ~ ~ USB UnSCa - C 9er'Cea sea~d ~ ~ I H
M _ I - - - a~ - - EYED RIP RAP ~ > _ I HEY RIP RAP INTO THE DAS1 ~1^9'e a ^.°at apDea(e~rC9 !S DeS' 8~, Q;^;,; Se"~ca c S~~Sf';,;c - FOR STaeIUZATION.
acre Eaniacrass or ' ~ ~o~acre 3ermudagrass - --(/5 WASHED STONE
Figure 6.a0b Ce~aii of revel spreader Bess sac;icc To extend sorng saec~r~g dates into June, add 'S !bracre ^~u~;ec ~~udagrass. Hcwe~rer, , s praierable to seec 'ampcrar; cpv„r an,; _ -ar
" s=e~ ~~~JNT VIEW 'ascue in Sep;.
i NINA ~f - ~~,y o , C~
~i~~~rs,, runoff t,,,m the spreader across a ro .I~ ~tabthzed slo a DU ~ ~ FL p pe . of to 1~ exceed I OCO. Make s~uie the slope is suf ficiendy smoo~u5 to deep flow from con- Nurse plants Barween May 1 and Aug. 15, add 'C ;~piacre German millet or'S'o:'ac•a I
c ~o _ ~ ~ o~ I 3udangrass. Prior.o play ' pr aher Aug, 15, add 40 Ib/aae rye ~cral~,; ~ STANDARD CHECk D.-y'~
Lev ~ ~s I 1
6. irnm;diately after _ts construction, appropriatefyseedand mu!;,^, she emir Seeding dates
~nlibeu area of the spreader. "CoT~1~ RD~Ec Best Possible call: Aug. 25 • Sept.15 Aug. 20 - Oct. 25
~ T 'I~c7j~4T10~1 S ES r1 M ATE D 'rD Late winter. Feb. 15 - Mar. 21 Feb. 1 ~ Apr. 15
MaintencnCe ;n,~ t level spreade-s after ever. ra:r,a;1 until ve elation is °s;adlshad, and 30 Tb g . ~ 4'S DA~(5 . G -aft is best for tall fescue and (ate vrinter for lespedezas. Overseecine
A~1S rr~nptly make needed repa:rs..y:.er :.5e area has been stabi;aed, make pen- ~ S~oV~-D ~~cba lespedeza over fal!•seeded tall fescue is very effective. Use unhu!lad
odic inspections anc keep ve~e~,adon i:~ s ~,ealthy, vigorous ;,ondiuan. lid.-~~?~El~ N ,6., n R~`~-fi:2En Tb ALL ~ermudagrass seed in Tall.
6.40 GA~PG~ p,~ ~ T~~ ~T Sollamendments , Apply lime and fertilizer acco~cinc •c soil tests or ap ! - `ARIA6= ohE - -
` PY 4,000 ibEac:e - i ground agricultural limesrore ar.d 1,600 Iblacre
. , . D t~ G~EA~P~ED g E~(~E ~i I ~~TI a 1~ ~eilnlfl0n -1 non-erosive outlet for cenc",.:a;e. runoff 10 , 0 10 fertilizer, j -m. - I
cons~~c.,,,.:a ~a~erse flow /'~tGvMULq~S uniformi~ across a slope. ~ T~ ~ I I~IU~S Mulch , _ _ s~T FENC~-,~q,, INSTAEIE° f ~
. py ~~~Ca,00„ ~o-acra gram straw, or equivalent cover of anothar 5~ ' +~RE FRO"" ' ~+wluuu ,z-,/z cnucE r ~ -~C'tti INTERMEDIATE 'MRES suitab e'r~uicning r^a'e(~~z. Anchor mulch b fackin
Purpose To een~:en .ancentra~wd flow to sheet flow an ~ , with as y halt roving 9 I or neClcg. Nettlny Is : c oreierred ancnor~ng method on stee slo ,s. ~ ~ ~ ~
d rel~_~ anttormly o~ er a sta- 'oiiized ar:a. P p° ~ caADE
Maintenance ;
ha~P'~iiLp 'i ';^~e sacc..~ year unless growth is fully. adequate. May ~a It= ~~'a'.,ec c^ce or write a yaar, but mowing is not necessary. Reseec, ~er - '1~`~~ m
COndltlonS G'~~hefe Where;ediment-free storm;t:rra;tcan be releases , . t`n~ ~z~.vn a stabi- FRONT VI ~ ize, a^a ~n ca^-;aged areas immediately. EW - -
Practlce A ij 1~ea slope withoutcasingerasion. pp es
'~~"here a level lip can be cons;., red without ii r.~ STEEL POST 'Pei-` A:,,DenGaIX U,,^~2fCr ~p0iaf11Ca na~?leS. - USE STET FENCE ONLY tv}; N : ,
DOES Noi EXCEED ~ /e a E_. ~ a { WOVEN w1RE FABRIC AREAL ,r - - - _ -Ili STET c N - ~ I I~~; ~ - E CE FABRIC
'~~"here the area belo~h the spreader lip is unit ~ ~ - orm ^e ,,,,re of ~ or i„ss yil '1'i'c
and is stable For an[ieipated Clow conditions, preferacl: ~.~~ell-~,e~~ruted.
here the r~r.~f' :eater will not re-cor:cenmate after -e;;.ase. r.,~.. ~0°. RE?AIR vF SIE? FENC_ FAIEVRES, - i _ USc No, 57 'HASHED STDN~ rCP. AN
v+HEN 9li FENCE 75 PROTECTwG CHCR GRADE CATCH 60.SIN,
,'here Cher; ~.::y na traffic over ~ e spreader. 6' AIINIldUM COVER OVER SKIRT I
~ - ANCHOR SHIRT AS OIRECiED
Planning Thelev Isa.~~er.;a., ~ - e . ~ W >>-_cst structure to :e!easesmall volurnes~of - BY ENGINEER
SIDS 'JIFV(
Con caneentrateti:'owuhere_ -,anw~: csaresui Sld2fatl0nS - cable r.,tlie 6.~Oa). Theoud~t area must ~w,iforrt and e!':-; ez°;ated With slopes c IU% or less. Pardcuiar
care must he .yen to eons ~ ~:c outer lip comple;e_~~ level in a stable unais- STANDARD TEE'~~IPORARY SILT FENCE
turbed soii..~.m~ depressia-a :n :;,e ':r ~,;~i11 concen!-a:e the flow, resulting in
erosion. Ev~~u3te the outlet ;,~swm. ;a be sure that ew does n of concennate
below the a~t~et ~ : figure 6.=~~h ~.~.e towel spreader is :cost often used as an our let for tem~o;Wr; or perma^.e^; di:ersons and diversion dikes. R'r. f w
~ o f ester containing _ ,ediment last: ^';.~s; ',e treated in a scuimant trapping device
before relew~ .c ~ ;evei spre,:,.~..
~~2SIgn Criteria Capacity-Determ.,„ the „ the
spreader esamating p~ tiou~ from the 10-yr storm. ~estris: ;:n; .:rage so cast r_aYimum flows iota the.
spreader will not e;~eed 30 ~ ,
~ a7 ~~5 ~ISSu ED FpK GE2M IrTl~lra
Spreaderdimensions-Wh;n~..;terentersthes ra'_er~r p , om one end, as from ~ zq 2~bS 12E~ SSuEA k
a ersion, select he appropri,._ ~~h, width, an ' ~f the spreader ~ror~ ~v ~R~ ~ rTl
gable 6.~Oa. 7; I~ 2005 ICU E D ~o~e ~E ~ i T t ?J , M r G p G.
C~~n,cuct a?0-fit Cansition se.,:~an in (he diversion c..ann;. ~.ah a: the RJ~T.
di~~ersion will smoothly meet ~ ~.~~id~h of the ~ spr.a,.,r to ens,.,,, unt,crm
J, LczATlo~1' 1,f~5T~4LI1~~ I~JA~SI~ CO.~ IJG
Table 6.40a 1141 $2aoe 2vu p2.
Minimum Dimensions for Design Flow Entrance'VJid,h Depth End Width Length fLALEIbH NC 1-614
Level Spreader I cfs minimum dimension in feet---•-
0-10 0 C 5 919 - ffo I - 2ao s ~~PA.RED BY : GeIG M . iJ~vfTO?J ~ .
10-20
20-30 _ ~~s ~ o ~ CD ~-TDL DPr,4Ls

I
Temporary Gravel & Rip Rap ,
Sediment Trap Basins Left Side Channel Sta. 5+50 Left Side Channel Sta. 8+00 X00 UTILITY DESIGN BY:
Install Basins as designed (See Detail Sheet) Total Drains eArea = 0.33 Ac. Total Drains eArea = 0.22 Ac. DEVELOPMENT CONSULTING SERVICES, INC.
and clean when 60X full of sediment - g - g Qto -(0,35)(7,5)(0.33) - 0,87 cfs Qlo =(0,35)(7,5)(0.22) = 0.58 cfs 1401 AVERSBORO ROAD SUITE 206 Erosion Control Plan For .fs ,
_ Slope = 0.0500 ft/ft S1o e = 0.0300 ft ft SB-2 SB 4 p / GARNER, NC 27529 ppoaooso 0
= Total Drains eArea = 0,20 Ac, Mannings n = 0.030(Grass) Mannings n = O,D22(Bare Sails) Total Drainage Area 0,19 Ac. g 919 825-0411 oo°p° CA g000o " ( ) o ~ RO o
Qto =(0.4)(7,5)(0.19) = 0.57 cfs Quo =(0.4)(7.5)(0.20) = 0.60 cts Velocity = 3.17 fps Velocity = 2,99 fps Disturbed Area = 0.15 Ac. Disturbed Area = 0.20 Ac. Depth = 0.33 ft. Depth = 0.28 ft. FAX [phone]°° 4~ ll °o b r) o e~ a e o ° o . SS , o ~ ar es on ° s~E 10 1 ppuaosa
0.19 (1800 cu. ft./Ac.) = 342 cu. ft. 0.20 (1800 cu. ft./Ac.) = 380 cu. ft. ~ • ~ • 'Sr ~ 0ppp 000° 4 :Q~ 9~'' o°o ~ CAR °00
13'Wx26'Lx20 13'Wx28Lx2D o SEAL d ~ ,a„, OL oo Middle Creek Township Wake Count , NC m D23728 o° 04 • l o y
(Includes 1' Vertical Flood Storage) (Includes 1' Vertical Flood Storage) Minimum Heir Length = 10 ft, Minimum Weir Length = 10 ft. EXISTING 2" HATER M~
A NEII 8" PVC AND AL fNC 2" 1/ATER MAIN TO BE REPLACED BY ° ~ q e° : 9C' ~ ° ~ " o ~ '•.;vG I NE;;•• x, o° a SEAL o War l 1. 1. 8 PVC AND ALL TAPS FROM THE 2 0 ~ . ~ ~ d
LINE SHALL BE EXTENT SHALL BE EXTENDED TO THE NEII 8" LINE o00 lt` be oo d L-2845 : e h M, R° o° o : ~ ~ ~ ,
ZONED: R-20 EXISTJNG B" WATER MAIN TO BE ~ AND SHALL BE DONE L Curve No. 1 Da to REPLACED BY A NEW 8" PVC LINE uMtT ~ TIME of ~HALG BE DONE IN SUCH A AlANNER AS TO °0000 9ppp® o ;9~,, 0 29 B-B 45 & 50 Ri ht-of-wa THE TDNfE OF VICE INTERRUPTION 000p0 00 '~'Q n ~ ~ 'Y
Delta = 8°5s'lz' George Perry ZONED: R-15 _ ~ 60 P . 14 (SEE SHEET 2) (SEE SHEET 8) SHEET 8) ~°,~o ' eti~°° Scale: 1 = 50 Date: 05-1 ~-04
Radius - 230.00 D. B. 63 g ZONED: R-15 Edrith D. Powell Tangent = 17.97 B. M. 1994, Pg. 485 D. B. 8711, P , 2701 i ~ ra ~ Install NAG S75 Staple D °°o'~! i°~ o°~ o° M. T o _ °Ot00B O 50 100
Arc Len th = 35.87' Rex Powell g , ~~e ~ o From Interseetlon to P-4 g ~ D. B. 857, Pg. 33 Lp N I a ~ ~ - Cm~
i w ~ ° m ZONED: CH ZONED: CH GRAPHIC SCALE CH ZONED: CH
Curve No. 2 Data . ~ ~ ~ Delta = 8°z7zo ~ ~ I ~ r ~ b ~ Tommy W. Brown Cleo E. Jones Jones Kathleen T. Tones Revised: 05-28-04
Radius - 230.00' ~ 0 ~ o ~ V ~Q 0.,40 y C ~ p ~ ~ ~ D, B. 10233, Pg, 225 D. B. 3955, Pg, 668 Pg. 888 D. B. 1388, Pg. 570 ZONED: CH Revised: 08-21-04 PREPARED BY
Tangent 17.00 ~ C I m p cp ~ ~ Arc Length = 33.94 +a Q y ~ O ~ I e ~ 0 ~ A ~ Jean G. Jones Revised: 07-21-04
y~j~ ~ q ~~q I y ry~ ~ -r. W y~ ~ B. M. 1se1, Pg. 180 Revised: 08-04-04
~ C w ~ C , ~ ~ q INSTALL AND STABILIZE ROAD Install Seed, M J Q1 ~ Vj •r. C ~ ~ ~ I 0 ~ ~ N ~ ~ SIDE DITCH, PERMANENT BERM o Revised: 09-oe-04 PROFESSIONAL LAND SURVEYOR P.A, 11 Seed, M Ich and Tac ~ ,
~ ~ ~ U~ ti ~ j I ~ ~ ~ ' ~ ~ AND SILT FENCE ATTAIN THE From P-4 to ~m P-4 to Sta. 8+70 Revised: 10-12-04 ~ m ,Revised: 10-18-04 9B Depot Street, P.O. Box 730, Angier, N. t" 27501
~ ~ ~ , ~ Install Silt Fence , ~ ~ ~ ~ ~ ~ N ~ 6XISITING 40' R/1?. rom V N~.~,, ~I ~ o N (See D tall Sheet ~ , I h ~ PERMANENT DRAINAGE a Revised: I1-22-04
Install Silt Fence ~ tjj ~ 4 V ~ ~ Gq i q V iV vj Ea. z4 RC CONSTRUCTION Future \ ~ ~ ~ II I ~ Q, (To Be Removed) Curb & ut o ro [phone] 919 639-2602 FAX ( ~ ( 1 w Revised: 01-13-05
(See Detail Sheet) V ~ \ ,p8 EASEMENT 250 SQ. FT. G ter Construction . Existing FYre Hydrant f ~ Q0., TO BE ACQUIRED ' constriction Limits ~ ~ Revised: 03-01-05
L= Distance So That p OPOSED C Secondary Open Space _ I j +a Em2~ _ _ _ "A" dt "B" Are Level. B~ GV AN 4,389 g. ft P RCP ~ - - - - - Revised: 05-02-05
L "B" z" Blow-oFF CI-3 _ o r, ~ ro .e~ ~ _ _ - - - - - - -1--- - - - - NOTE: Revised: 06-18-05 e Ex, ssMH Revised: 06-2~-05 ALL CATCH BASINS SHALL BE NCDOT STD. #840,02
~ . - 12_diCP-~ - - A tl'~PV AA~ ~ - - R P. - ~ • ~B~ - - - - ~ Revised: 07-14-05 WITH FRAME, GRATE AND HOOD NCDOT STD. 840.03
~c, Property Line e- r ~ - - - - xr- -a-- - - - - e= io' R/iI 8+0o PROPOSED FIRE HYDRANT Revised: 08-18-05
~ a--o - _ ~ -s+~ - ~r - 4 ve N o. 2 e+oo N _ +oo Award Street 7 D 4D R/W Sta, 1 +00 Awar Stmt ar - P 2 CI 1 PP BY EAGLE SPRINGS, LLC _ Revised: Ol -24-08
PROP. 8" SAN. ~ p~ - - Rock Check Dam Detail - . ~ ' _ o?re OHE _ ONE - Revised: 02-09-08
PROP. SSJtfH-5 ~ _ - - _ _ PP
~ PROP. S MH 4 -~f-? Install Rock Check Dams where CB-9 r, z 16" RCP ~ ~ PROD e YD ditch slopes are 3X or greater ~ To B Removed a 2 ,1~ HYDRANT - Storm Culvert Data Chart Storm C urb Inlet Data Chart
_ PROPO W ( y S~ Esm t st S'lt a LS-1 SB-4 ZONED: R 20 ~ y 1 1 Fenc ~ Install Diversion Ditch
~ nstall 9W x 24 x Curtis E. Parr v 9 i~ i See D e „ „ , y p 25 p ~ ~ ~ l ~ ~ ; ~ Class 1 Rip Rap x 24' x 24"D (See Detail Sheet) Plpe Pipe Basin No. C Street Sta Pi a No. Pi a Size Le th Sloe Inv. In Elev Inv. Out Elev. /L T.O.C Elev. Inv. In Elev. Inv. Out Elev.
m w ~ti ro ~ ~ k Annie M, Perry a ti m ~ ~ b ~ , Disci ator d 13 "1 "Rip Rap ,
~ o ~ P (50 B. M, 1999, Pg. OB u ~ q ~ q 23 24 ~ i ~r d 13" P-1 38 24,p0 I.OOX 970.52 370.28 CI-1 5+90.88 Rt 14.5' 378.32 370.62 Both 370,52 ( 50 ~ " ~ , P-2 15 208, 3 3.15X 377.12 370.82 CI-2 3+81.04 Rt 14.5 381.08 377.22 377.12
~ LS-6 PP ~ g o Wetlands ~ D. B, 8245, Pg. 2639 b ~ ~ ~M 73 P-3 15" 28.07' I,OOX 377.48 377.22 CI-3 3+73.32 Lt 14.5' 381.13 377,58 377,48 74 75 P-3A !5" 8. 0' 1.OOX 977,88 377.58 CI-4 4+10.00 '
~ ~ o w ~ ~ 72 71 .p^, Area , ; Rt 12.5 375.43 371.20 P-4 38" 38,p0' l.OOX 370.98 370.82 CI-5 4+10.00 Lt 12.5' 97b.43 37!,00 370.90
.q ~ 'ti ~ b P-5 !5" 20, 3' 1.OOX 37!.20 371.00 CI-8 7+00.00 Rt 12.5' 372.84 388.78
' Qf b V ~ R ~ ~ tt' ~ ~ ~ x y b x b 70 o P-8 15" 48. 0' 1.OOX 970,90 370.42 CI-7 8+20.00 Rt 12.5' 971.38 387.87 387,b0
q 28 w q' ~ z o u ~ ! ~ ~ b P-7 15" 112. 6' 1,OOX 388,78 387.87 CI-8 8+20.00 Lt 12,5' 371.38 387.30 387,20
e x x r . P-8 !8" 20. 4' 1.OOX 387.50 987.90 CI-8 11+85.80 Lt 13.5 373.02 388.88
d 69 Y F P-8 18" 24, 0' 1.OOX 387.20 368.88 CI-10 11+58.51 Rt 13.5' 37 . 310 388.42 388.32 P-!0 !5" 23, 0' 1.OOX 388.88 368.42 '
NOTE: 22 2 h CI-11 11+11.85 Rt 13.5 372.20 38771 387.8! P-11 15" 44. 8' 1,98X 388,92 38771 CI-12 12+85,34 Rt 13.5' 387,78 383.15 Both 383.05
Temporary erosion and sediment Note: P-12 !5~ 150, 0' 2.88X 987.8! 363.15 CI-!3 12+80.17 Lt 13.5' 387.95 383.38
j control measures shall be provided NOTE: After streets are constructed and site Note: around all drop inlets and catch is stabilized and approved by the Diversions Diversions are to be seeded P-13 !5 23. 1' 1.OOX 389.98 363.!5 CI-14 8+01.22 Lt 12.5' 388.74 382.62 382.52
basins. See Detail Sheet Temporary Spoils Area Environmental Engineer, remove CB-2 immediate ( ) j to be field located for and CB-4 and stabilize with seed, mulch constructe immediately after they are P-14 24" 42, 7' l,OOX 383,05 382.82 CI-15 8+3728 Lt 12.5' 385.27 361,72 15 35750
optimum use and drainage. and tac. constructed. P-15 24" 180 08 0,50X 382,52 381.72 82,2 8 P-18 24" 20, 3' 1.OOX 35750 357,30 CI-18 8+37.25 Rt 12.5' 365.27 35730 357,20
P-17 90" 92, 0' 1.OOX 35720 358,8@ CJ-17 5+00.00 Lt 12.5' 38771 384,21
LEGEND: Culvert P-1 D a Culvert P-2 Data Culvert P-3 Data Culv rt P-3A Data Guly r - _ a e etP4Data P-IB 15" 134 5 1,50X 984,21 382.20
. = SEED, MULCH AND TAC Tot i e = - - - Tota] Drama eArea = 15,19 Ac. al Dra n e Ar a 1.82 Ac. Total Drainage Area - 1.89 Ac. Total Drains eArea - 1.52 Ac. Total Drain eArea - 1, P-4 Dada ~ e Area = 13.37 Ac.
-n--P JUTE MATTING OR EQUIVALENT Q = 0.5 7.92 15.19 = 80.15 cfs Qua = (0.8) 7.50)(1.82) = 8,18 cfs Q,o = 0.8 7.50 1.69 = 7.61 cfs = 0.6 7.50 1.52 = 6.84 cfs = 0.5 7.92 13.37 z~ ( ) ) ( ) Rio l ) ) Qza ( ) ) i) 7.92)(13.37) = 52.95 cfs
PERMANENT CHANNEL LINING Tc = 8.18 Minutes Tc < 5 Minutes Tc < 5 Minutes Tc < 5 Minutes To = 8.18 Minutes Mtnutes Leve! Spreader ~1 Data Level S reader 2 Data Level S reader
-~-~8--~?- TEMPORARY DIVERSION DITCH Flow Depth ~ 2,23 ft. Flow Deppth-= 0.87 ft. Flow Depth = 1,25 ft. Flow Depth = 1.11 ft. Flog Depth 1.85 ft. 24 LF 38 RCP ®1.OOX 208.53 LF 15 RCP ®3.OOX 26.07 LF 15 RCP ®I.ODX 8 LF 15 RCP ®1.00 3B i - 1.85 ft. P p ,~8 Data B" RCP 6 l.OOX Tota] Drainage Atea = 0.57 Ac. Total Drainage Mea = 0.80 Ac. Total Dretaage Area = 0.80 Ac.
RIP-RAP LINED Velocit = 4.44 I s Velocit = 5.49 t s Ve o ft = _ X LF - 38 RCP 6 1.00, y p y p 1 c y 8.87 fps Velocity - 6.91 fps Velocity - 4.27 fps 4.27 fps Qlo =(0.4)(7.5X0.18) = 0.57 cfs Quo =(0.4)(7.5X0.20) = 0.80 cfa Qlo =(0.4)(7.5)(0.20) = 0.80 cfs
{ - - - - - - TEMPORARY CONSTRUCTION LIMITS HW/D = 1.45 Hl? = 4.94 911/0 = 2.34 All = 2.92 Alf/D = 2.11 AW = 2.84 HW/D = 1,65 HW = 2.08 NW/D = 1.28 HW = 3.83 Max. Headwater Bleu. = 974,86 Maz. 9eadwatet Ble?. = 380.04 Max. Headwater Elev: = 380.12 Max. Headwater Elev. = 379,72 Max, Headwater Elev, _ 28 BD' = 3.83 Minimum Entrance llidth = !0 ft. Ntnimam Entrance iRdth = 10 ft. Niatmum Entrance llidth = !0 ft. rater Elev. = 374.81 Minimum Depth = 0.50 ft. Minimum Depth = 0.50 ft. Minimum Depth = 0.50 ft,
--1E- 3E- SILT FENCE ` Minimum End flidth = 9 tt. Minimum End 1/ldth = 3 ft, Minimum End l/idth = 3 ft.
Minimum Length = 8 f~. Minimum Length = B ft. Minimum Length = 8 ff.
- - -
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333
Sheet 1 ~DATA~LifMC-15191 CPLANI.dws

Road Widenin For
g
UTILITY DESIGN BY.'
DEVELOPMENT CONSULTING SERVICES, INC. INC. e l a e o a r e s on
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529 0aaaoooooanoooa [phone] 000° ~ CARO ooop0D0°°°Ppooo ooo°°p0°°0p0ao Middle Creek Townshi Wake Count NC o~° CAR °~o CAR °°o p y'
0 ~ l~ FAX [phone].• 5s > of D oo ~l~ o DD 4' ••4• ~ DO 00 ~ e lr DD ~0~.~$5510.,•~' Do o° 0 ,,>~ESS~jO<, ~ e
' o : pr~E 1 py'. o ; 9; o o o W 1 enln
; a 9~ _ - _ - d scnti a SCnL ~ ; d o ~ KCAL ~ ; e
o 023728 o 0 023728 p L-2645
o o ~ ' ~ ~ ~ = o o o .9 oe o ou aln ree
° ~1l ~ ';`~crN~~:~ ~ o °o °°~dsU o° t° • et oo ~ DD ~ 1~ o 1 t ~b o°o ~ `O ~ ae ~°o ~ - -
°°oo h M• go o h M, R o o012t1 Zls o0 60 Rl trh t of wa V
o00oauaaaaoaaaa Oppppppp0 ~ Dppppppppp0 Scale: 1 = 50 - Da te: 07-19 04
~o~
0 50 100
q ti ~ Revised: 08-04-04 cBAPHrc scArs
~ ~ p ~ o Revised: 08-23-04
~ Revised: 09-09-04
~''~'o.~ Revised: 12-23-04 PREPARED BY Revised: 01-13-05
~o~ +o o~ ~ ~ Proposed Revised: 05-02-05
~ ~ ~ ~ Curb & Gutter Install Silt Fey mall Silt Fence Revised: 06-16-05 PROFESSIONAL LAND SURVEYOR, P.A.
(See Detail Shy 0 Ex. Edge of Pavement t j ~ Remove Existing e Detail Sheet) Revised: 07-18-05 98 Depot Street, P.O. Box 730, Angier, N.C. 27501
o~`~Op ~ V ~ Curb & Cutter „ F.xl9t)ng
\ Extend 24 RCP ~ 250' Approach Taper 150' Storage 12 LF each end ~ v _ _ Ea. Edge of Pavem Curb & Gutter [phone] 919 639-2602 FAX ~ ~ ( ~ . Isdge of Pavement
1 tC0 1-~ - - - PP - - - PP' _ - - W - - -
in U S 200 - - - - - _ - _ -
TP ~ 4- ti ` , $I~~ y; 401 60' R/fi (Public Dedicated) ~
~ ~ j' ~ oo r' e.+oo . + 5+00 w 6+00 7+ 8+00....... 9+00 ~ 10+00
- 1" S. Main St..!' ` ~ ~ _ - - 0 ~
~ x. SSMH N ~ - - ~'E
- _ EX. SAN. SEWER _ Tp ~ _ - - - _ 9• pp - ~ 12" RCP - - w- Ex. SSMH
~ - 7P Tp T, Proposed F,'dge TP - TP _ - ~ ~
of Pavement Eaistin t'~ P 150' Stora a 00' De artare Ta er e ~ ~ g P P -e Taper
~ Install Silt Fence Fire Hydrant Ex. SSMH Remove Existing (To Be Relocated) ,5. , ~ 12" RCP and Install 60' Ci p Right-of-i~ay
ZONED: R-20 (See Detail Sheet , /nstall Silt Fence New 18" RCP y M tYidth
~ New Fire Hydrant ; ~ ~ ~ See Detail Sheet Geor a Perr ~ q ( ) g y ' ~ m ~ ZONED: CH ZONED: CH ~ ~ 6'-0 2 -6 8 -8 27' iVide Existing Varies 6' 6'
D. B. s35o, Pg. 14 ZONED: R-15 ~ ZONED: R-15 r, 0 5. y ZONED: CH ED: CH ~ ZONED: CH houlde lYidenin U ~ ~ g Pavement idenin Shoulder Ditch
B. 1~. 1994, Pg. 485 Rex Powell Edrith D. Powell e ~ Elizabeth B. McCarric Thoman E. Fuller, Jr. Marshall Mason I p° m D. B. 4124 P .476 ill Mason W a Kathleen T. Jones 124, Pg. 476 q p ~ D. B. 1396, Pg. 570 a 1/z" /ft e
D. B. 857 P . 33 D. B. 8711 P .2701 " ~o h D. B. 3499 P . 75 D. B. 8486, Pg. 147 ~ g g I g ~a g W ro o, S1oP 1 4 Per Ft. , , 1/4" Per Ft_ Per Ft. SIoP
I ~ ~ ? W Existing I k t Dwelling O ~ rn 3• ~ 4:1 2•
'v " ~-Future Curb and Cutter S. L. Lane SUbd1V1s10; Subdivision 2,_8„ SF-9.5A Compacted 5" H
" ~ u ~ B. M. 1945. Pg. 76 945. P . 76 ~ A 5" H g Curb & Gutter 8" ABC Sub-Grade 8" ABC
Future Curb and Gutter ' 1 9t_ xisting and 5' Sidewalk - iwa er 1(eter ~ From Sta. 5+88 to 8"
i ~~I Sta. 7+91 Left only r,
TIE NEW 8" WATERLINE INTO EIfiSTING 18" WATERLINE PER .
TOWN OF FUQUAY-VARINA U S HWY. 401 WIDENING
#2" SF-9.5 A Superpave Asphalt Mix
NOT TO SCALE 5" H Binder 9" STBC, Type A or C
1-1/2" SF-9.5 A Superpave Asphalt Mix
5" H Binder SUBJECT TO STANDARDS OUTLINED ON 8° ABC, Type B
PAGE 23 OF THE NC SUBDIVISION ROADS AIIN/MUM CONSTRUCTION STANDARDS
AND ENGINEERED FILZO SOUS T6S75
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~DATA\LWMC-1519\CPLAN1-A.dwg Sheet 1-A

I
d0pe00000pp
v o. 3 Da to Curve No. 5 Da to Cure N C o°0 Erosion Control Plan For t1 ARp o0
Delta 4°15'52" Delta = 4°53'13" Left Side Channel Sta. 3+00 00 lr o0 aoooa o . s~EgS10•, ~ d°
' Radluq - L'3U.U0' U7'1L17'Y D.E'SIGN HY: RadiU.~ 4()0,00 Tofa1 Drainage Area = 0,25 Ao. Tangent = 14,89' Tangent = 9.8t DEVELOPMENT CONSULTING SERVI °°aa oaoo o : o ~V o I,1'ING SERVICES, INC. ~ CARp °000 ° ; 4~ q~°; o e 1 a e 0 a r eS 011
Arc Len th 29.77' Arc Length = 19.62' Quo =(0.35)(7.5)(0.25) = O.B6 cfs g Slope = 1,OX 1401 AVERSBORO R011D, SUITE 20 oo° •,,uy ~ lr ~0° b SEAL o D, SUITE 206 bo 0 ; • ~SSj ~ o p ~ L-2845 4
Mappings n = O.oz2(Bare Soils) GARNER, NC 27529 Curve No. 4 Da to Curve No. 6 Da to , ~ ~ , ~ ~ a o O ~ . ~ ~ . ? 1 G ~ < b o o h ~ o °,~q o; b Middle Creek Township Wake County, NC
Delta - 2°28'58" Delta = 4°53'13" Velocity = 2.04 fps [phone] b •a r'• Z o A b SEAL o ° °^;~0 0
Radius = 400,00' Radius = 230,00' Depth = 0.36 ft. FAX [phone] 023728 p ~°o J ~ ~•~.•°°°,11`00° o ~ / b ~ 00°0fj~ F~ o • 0 ''1
Tangent - 8,55' Tangent = 9,81' Arc Length = 17,10' Arc Length = 19.62' a . m ue o ns n ree ~ o °o '•~1 ~C E~' : goo g
Construction and PROP. SSMH-13 p IN ~o ~ ~ b~ o° t~ oro ° 0 31 & 27 B-B 50 fight-of-way
Drama e Easement Ai g p~ I v' - 000 M• R oo° ~ e used: OB-21 04 » ,
To Be Acggired From a ~ NOTE: A~' ~ See Sheet 1 for Storm Tammy iY Brown R N, 70 q ~00000006a~ b Revised: o7-z1-04 Scale: 1 = 50 Date: 05-17-04 rm Revised: 06-04-04
~ A~ PP ~ Drama a Data. ~ n ~ 1; ~ Revised: OQ-09-04
~ ~ ~ CI 1 ti ~ Revised: 10-12-04 0 50 100 ~ Revised: 11-15-04 PROP. SSMH-~ GRAPAIC SCALE
IPA ZONED: CH ~ 4 Revised: 12-23-04 Revised: Ol -13-04
U~ - - ~ _ Tommy W. Brown ®LS .ti ~ D. B. 10233. P , 225 ^o p Revised: 03-O1-05
b . 24 R TP g ~ ~ ~p " w i ~ Q Revised: 04-20-05 PREPARED BY $evised: 05-02-05
~ ~ Install Seed, Mulch and Tac Eg.24 RcP a~ ~ ~ ~ Revised: 06-27-05
From Intersection to Intersection (Tq Be Remoped „ ~ SB 71 ~ v w i Revised: 0~-18-05 4~ Revised: 08-09-05 p
~ ZONED: CH ti ~ x PT Sta. 3+50.03 s i b ~ 55 RpFESS10NAL LAND SURVE}~OR, P.A. Revised: Ol -24-08
Elizabeth Barrett McCarrick - _ T - , a~ ; ~ PROP. SSMIi-14 D. B. 3499. Pg. 75 r; L Intersection °1 ro 98 t Depo Street, P.O. Box X30, Angier, 1y.C. 27501
~ ~ ii I ~ I Sta. 3+49.01 ~ ~ 46 [phone] (919) 839-~2~i02 (FAX)
~ INSTALL AND STABILIZE ROAD i i SIDE DITCH AND PERMANENT =Sta. 4+30,40 li ~ O
~ I o' .N 9 ERM TO I ER5ECT1O ' ~ G3 x B NT N ZONED: CH w ~ ~-t 72 52 ~ 52 ~ ~ ~ ~ k
1fITHIN EXISITING 40' R W. M ~ ~ ~ ' l~ 54 o ~ Donald C. McCarrick PROPOSED 2 ~ ~ 9I ~ 51 a ti 50 49 .p o.
Install Sjlt Fence D. B. 4053, P . 725 ~ ,FIRE HYDRANT B- i~~' (See Detsil Sheet g a i B Sign Esm t ~ E%. SSMH 48 r' 2
TIE NEiI 8" WATERLINE INTO ~'ee Detail „ fl Ex. SSMII PC Sta. 3+19.24 I) ~ 47 s, ~ ~
TlE NEW 8 WATERLINE INTO Future Curb ~ ~ " and Gutter ~ X ~ EXISTING 18 ~ATERl1NE PER I gip{ ~ Il, ~ J ~ _ ~ obstruction Eaeemefl PROPOSED ,
TONN OF FUQUAY-MARINA I --_____y ` " Ex. SMH FIRE HYDRANT
I - a~ <,h _
o-- ---_~__a._ _ ohnson Street ~ " ' o o e emoved o~ p_ ~ _,~y._r . 5 5
( i'~t9O + _~pP~ ~ W -e~--'_`" +DO 6+00 PP- Cqr No. 5 7+0 ~ ~ l;i. a-- x+90- ~ 4+OP 0 30 I e P ~ = B San. ....,oy ~ 3+00 Curve 3 Sanitary Sett, ° -0 -`~----o`°~. ` C L Intersec ion Sanity ~ ~ 1 Cy Setter 8100 T 9 Sta. 2+03.66
Easetpeflt a+oo iag• a-- (Bcrek Johnson St,)
~I ""w":: 4 q ~ ~t.c.r u.. F~Y+r~, ~ o I g .~x . .z ~ s ew Fire Ezistin ~ c s ide RSA C -e -e- 5 ar a No 8 l1+~' 2 =Sta:'Y0~6.~1-- EX. SSMH
d Ex 12 RCP ~ ~ ~ ~ i !f+ I Extstfa~-Ry , _____1fp~r Metera - ~ is arleston Dr.
I ~ re H dram 15 Tem ora C Ealati x x ~ ~ _ y P ry onstruction Easement Ftre H d ant 6x.12 BCP x Tem or y ~ ~ ~ 15' ' I I o Be Relocated) y ~ p ~ 2 4' UlIIlly Ease 1" _ _ ~ ment (Ty Ica! 15 P 5 Temporary Cons 1NST 1 JOI DIP 11L
o Future Curb and butter Ezist. Seger CO's P- (To Be Remove Spoils A ea ~ ~ ~ j I and 8 SideAeJk P 2 x x x~ ~ ~ ~ truct~on Easem ~ - - ~ ~ t .y ~
> Install Silt Fence 1 u,'". o + + Install 20 x 50 x ti D er op q 3 ep cp X X X CI ~ PROP. SS H-6
e (See Detail S11eet ~ mgt + 4 Na. 57 Washed Ston q ~ Temporary 4 Da ho Se Soils area -R ~ g
Temporary Construction prainage Easement w w ~ w p I Entrance Pad Widt Varies q ~ ~ ~ ~ 6 q ~ %p X X 7 ti o
See Detail Sheet ( ~ ) °i 'a ' ~ ( ~ 0. ( V Er ~ V h 8 40 9 10 11
T Be Ac aired From o c I ZONE: R-15 P 9 R ~ 4 ~ i ~ ~ ~ Edrith D. Powell ~ a~i 5
I ( Edrith D. Powell ~ ~ 24
TP D. B. 8711, Pg. 2701 ro 4 p °u V h R a a,
1 ` ~ p 4
8 ~W N 12 ~ ~ 39
N ti
Temporary Spoils Ares
C to be field located for i j opttmum use and drainage. a°
NOTE: h f
Temporary Provion and sediment
control measures shall be provided around all drop joists and catch ' LEGEND:
basins. (See Detajl Sheet) NOTE: SEED, MULCH AND TAC
Treatl:aent for side ditches and JUTE MATTING QR EQUIVALENT channels pERMANENT CHANNEL LINING as shown hereon are based ou North Ameri a
c n TEMPORARY DIVERSION D/TCH Green products and specifications !or temporary
i er a RLP-RAP LINED and p m Went hnings or equivalent.
i _ . ~ ~ . _ TEMPORARY CONSTRUCTION LIMITS
-~'r- 3(--- SILT FENCE
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PROPOSED FIRE HYDRAIV~ PROPOSED Il;stall Diversion Ditch After ditches and site are stabilized and FIRE RYD From Sta. 5+00 to Sta. 9+50 approved by the Environmental Engineer,
67 66 ~ 6 64 ' e Detail Sheet remove CB-8 and stabilize existing channel -4 (Se ) o ro art line.
bi1'zed and - ~ I ~ S MHilO ~-4 i After ditches and site are sta 1 68 SSM~i-11 ~ _ ~ ~ 15' Te ipporary Construction Easement I a roved by the Environmental Engineer, ,i- _ ~ with NAG S75 Staple D t p p y For -9 Erosion Control Plan
PP B-5 and construct a B" Base / - remove C ~ . SSMH POND
ha net and stabilize / - ra ~ p Bottom 7papezpida/ C Ii ' S~'MH-12 Discharge along ,
'th AG S75 Sta le D. (See Sheet 1) " ' m N P , " , , - Ctia rsS CII~ ~ w ubic i ~feen~a ~ Existing Channel r es on - e P o a a 1 ~ e
69 3+00 -o - 7 ' C -8
e ~ o• Install Sllt Fenc CI-4 PROPOSED FIRS RYD1tANl' { \ \ Existing oooooaoo0o0o sh1 Wake .Count , NC 000 0o Middle Creek Town p 3'
o Sta. .(+00 to Sta. 4+0 _ Fr m ae o Spillway Channel oo ~ CAIlO o0 oo `S ~j o00
S eet of - - CB-6 (See Deta11 li ~ ~ 4 flNli Easement /o i ~r - - - - - - ~ , _ ~r
- k0 ~ / ~ 15' Temporary Construction ~ ~ p rive o r es on d a _ 44 4 ;Q fit; e \ 4 SEAL
i SSMN 13 ~ et, Ease ent Curve No. 7 Data ~ u ~ t` \ L-2845 e ~ , ' ' -wa t` o a ~ ~ n 25 & 27 B-B 45 & 50 Right-of y
= 50 58 51 ~ j Delta ~ \ ~ ° o o
' Radius = 150.50' 70 56 ~ 57 _ ~ 58 Tangent - 71.70 59 60 61 ~ ~ ~ ~ ca e: 1 = 50 Date: 05-17-04 SSM 8 0° ~ , S 1 ~ ' ° ti~oo
_ ~ ro 62 63 ~ , Arc Length - 133.82 .u ~ 45 ~ ~ °°o o ° , ° ae o + ~ o00 ~ X19 0°° 0 50 100 ~ Boa M. 0
i h Bag SSMH- ~ cRaPBlc scAE
Curve No. 8 Data SSMN-14 a 0. a
= 89°58'59" Delta , = 100.00 PT 43 w PREPARED BY PT Sta. 9+28.33 q
Radius ' Tan ent = 99.91' 71 g = 168.99' 55 ~ Revised: 05-Q8-04
Arc Length $ +$9.62 a~ b Revised: 05-28-04
+ pC 5ta. Cu~tam Basin 46 ro " v'sed: 06-21-04
nstall basins as deli ned (See Detail Sheet) 1 g ~ Re ' PROFESSIONAL LAND SURVEYOR, P.A. W ~ Revised: 07-22-04
and clean when 50X full of sediment. ~ ~ Immediate stabilize or protect sediment removed with ~ eat P.O. Box .730, An ier, N C. 27501 2 ~ Remsed; 08-04-04 98 Depot Str g
1 A ~ ~2 d 54 silt fence and replace gravel filter with nex washed stone. Note: ~ B B ~ ~ Revised: 09-09-04 9-2133 919 639-2602 FAX) 63 ~ 919 ~ ~ ~
Diversions are to be seeded $ 42 b Revised: 10-12-04 47 + q Revised: 10-18-04
immediate] after they are PROPOSED ~ _ d FIRE RYDRANT ~ T - - - CB-5 CB 6 - constructe PC S
~ Total Drains eArea - 1.38 Ac. , Total Drainage Area = 1.89 Ac. g - p ~ ~ Revised: 11-22-04 C Sta. i0+18.58 ,
- - _(0,4)(7.5)(1.89) = 5.87 cfs Qtp = (0.4)(7.b)(1.38 - 4.08 c s PROPOS Qto FIRE HYDi PROPOSE a, Revised; Ol -13-D5 FARE NYURANT ~ ~ 05-az-a5 - - C Sta. + a Revised WATERLINE DESIGN BYr
a"" Area .B9 Ac. Disturbed Area - 1.38 Ac. Disturbed - 1 - 2,448 eu. ft. - 3 402 cu, ft. 1.38 (1800 cu. ft./Ac.) i0 3 .40 ~ Revised: 08-IB-05 _ DEVELOPMENT CONSULTING SERVICES, INC,
Data ~ ~ 1.89 (1800 cu. ft./Ae. _ Level S reader #3 - - F 29'w x 59'L x 3'D 25'A x 49'L x 3'D 1 enn 5' rP , 5-, ~ o~' Revised: 09-QI -05 1401 AVERSBORO ROAD, SUITE 208 P C Sta. 10+5 .23
Total Dratnage Area = 1.89 Ac. ~ LtNE uck John Includes l' Vertical Flood Storage) (Includes 1 Vertical Flood Storage - 5.87 cfs PRQPO ,EWER ;P ( _ Minimum Aeir Dengtli = 10 ft. Revised: 10-14-05 GARNER, NC 27529
0 Minimum Weir Length - 10 ft. Qto = (0.4)(7.5)(i.89) - t\ 'Public R/W r... .SAN. ~ Minimum Entrance Width = 10 ft. ~ aq 5 41 ~ vised: 01-24-OB 91 625-0411 oaoaa Re ( 9) o00 00a
= 0.5 ft, ~ BUC~ Minimum Depth -aft. ~ ` _ - Ps•~: S Buc o nson - ~ - 00 000 - Ex[st. SSMH ~ FAX [phone] °oo CAR o0 EX: S i'~r+ Rim = 37 4 ~ o° 4t j o
Minimum End Aidth - - - - Len th = 74 ft. ~ ~ _ _ Minimum g _ _ - _ -r-•---. - Inn In = 383.40 a 0 ~~SSIO'• ~ °o ST Inn Out - 383.22
15' Tem orar Construction Easement .r`,r;in _ X P r NOTE: - 1 JOINT - o ; 0 `9
der 4 Data ~ xTemporary t`p Temporary erosion and sediment * - C L Intersection Existing Spillway Channel o SEAL ° ° ~ ° ti SSMH 6 ~ / ° 023728.
Level Sprea Area q e - oils t~ control r>leasures shall be provided Total Drainage Area - 1.98 Ac. Sp x , a~ x % X round e11 dro inlets and catch % r Sta. 10+66.51 q =(0.4)(5.75)(20.87) = 48.22 cfs NOTE: o o
- - fs X q ~ a P Te orary Qla -(0.4)(7.5)(1.38) - 4.08 c O 0 ~ e orar ,'~9 ~ ~ Iesto Dr. 2e P y 40 Char p ) q (0.4)(6.89)(20.97) = 57.79 efs See Sheet 1 for Storm o ~4~ w°j ° 4~ ( loo _ o CII`tF+ o ~po~ s Area ~ ~ CI 1;1 27' - Bottom 1Yidth ~ = 20 n - 0.03 (Crass) S
' nce Atdth = !0 ft. y,, 0 basins. (see Detail Sheet Spoi s Area Minimum En tra 2 ~4,, p ~ x x x i3 ~ -Sta, 12+ 3.88 Drainage Data. °°°ol~ ~ °o ~ P OPOSED 8 PVC ~ c 1 ft. o f Ob o° ~ B BUCk Joh Son St°) ~ Average Channel Depth -
! Minimum Depth = 0.5 ft. 1 L l,_.. q } ~ Minimum F,nd Aidth = 3 ft. O 1 ~ Z HATER LINE ( ~ °ops M• g' o00 11 ~ ~ l2r1 side slopes Velocity - 2.93 fps 0poa6oa9p4 \
~V Minimum Length = 63 ft. y ~ ~ - - 1.40 Lon .sloe Flow Depth = 0.72 ft. ~ ~ ~ g P ~ ~ Approx. 115 LF NAG S75 Staple D
\~c, q ~ ~ n... 10
i ~ T k ~ = yas ~ 014 = 0.83 sf
_ Ivert P-11 Da a Culvert P-13 Data vert P 9 Data Cu t Cu ve t P-7 Data Cul 12 ~ 0 39 Qr Permissible Shear Stress - 1.55 psf (NAG S75)
= 2.24 Ac. Total Drain eArea = 1.23 Ac. Total Drains eArea = 0.25 c, Culvert P-5 Data 1 r Tots! Drainage Area - B Ac. Total Drainage Area = 0.33 Ac _ - 0 8 7.50 0.25 = 1.13 cfs a - 1.1 - - 11.01 cfs Qtp = (0.8) 7.89)(1.2,3) = 5.82 cfs Qto ~o ~ ~ o ~
~ Total Drainage Are = 0.8 8.19)(0.33) = 1.82 cfs Qta -(0.8)(8.19)(2.24) - i = 0,8 8.19 (J.18) = 5,70 cfs Qto ( inutes Tt 7.28 Minutes T~ < 5 Minutes Qto ( ) < 5 Minutes Tc < 5 M _ 0
'notes Tc = I. 1 ft. Flow Depth - 0.82 ft. Flow Depth = 0,35 ft. To < 5 Mt F1oR Depth = 0.43 ft. Flow Depth ~ 3 - „ ®LOOX 44.08 LF - 15 RCP ~ 1.38X 23.21 LF 15" RCP g 1,00% E: o ~ I N0~
Flow Depth - 0.91 ft. OOX 112.88 LF - 15 RCP ®1.OOX 40 LF 18 RCP Velocit - 4.82 f s- 0.33 LF 15 RCP ®1. Velocit - 7.31 fps Velocity = 7.10 fps- ~ 0.45 H~ - 0.58 o ~ Treatment for side ditches and channels
7 2 Velocity = 8.95 fps y oci t = 8.31 f s A D = 1, 89 HA = 2.53 HW/D = 1.38 HW - 1.72 HW D 14 Vel y P = Hit/D = 0,57 Hit = 0.71 H / _ Max. Headwater Elev. = 983.94 ~ 38 ~ ~ er'can a I ~ as ~phown herepn are based on North Am i
H}Y/D = 1.35 H11 1.89 c 89.49 Max. Headwater 1~7ev. - 389.79 Max. Headwater Elev. = 370.04 Max. Headwater Elev. = 372.89 Maz. Headwater Elev. 3 i is and s ecifications for temporary LEGEND: 13 C/L Intersection o Crean produc p
~ in s or a uivalent. Sta. 13+05,31 and permanent ]in g q Sh'EU, MULCH ANU TAC
I _ ulve t P-10 Data Culvert P-12 Data (Charleston Dr°) vA NT 13 JUTE MATTING OR EQUI LE
-6 D to Cul vert P 8 Da to 1 1 Culvert P a - c, 7bta1 Dratnage Area = 0.57 Ac, 7bta1 Dralna a Area = L28 c. JCI 3 ~=.Stb~--8-f~d2.~g FERMANENT CHANNEL LINING - - - - ~ /n uailwood Dr. Install Sit Fence --~Hf--?`
rains a Area = 1,81 Ac, Tata! Dralna a Area = 1.81 A = 0.8 8.19 0.57) = 2.80 cfs Qip - (0.8) 7.89)(1.28) - 8.08 efs ~ Patel D _ efs Q o = (0.8) 8.19)(1.81) = 8.89 efs Qio ( _ _ ~L.- - ~ Y DIVERSION DITCH ~ See Deta l Sheet) TEMPORAR ( - o RL?-RAP LINED
4ta - (0.8) 8.19)(1.81) - 7.91 i To < 5 Minutes Tc = 7.28 Minutes Tc < 5 Minutes Flaw Depth 0.80 ft. Tc < 5 Minutes FIoN Depth = 1.08 ft. Flow De th = 0.58 ft. - ~ - 5 CI-14 M ~ _ ION LIMITS SSMH 1 _ - - . - - TEMPORARY CONSTRUCT
ft. ~ p CP ®1.OOX 150.70 LF - 15 ° RCP ®2.98X I w De h - 0.97 23.27 LF 15 $ Flo pt 2p,34 LF - 18 RCP ~ 1.OOX Velocity = 9.81 fps
4B LF - 15' RCP ®I.OOX Velocit = 7.53 fps Velocity = 8.84 fps y _ _ HlY D = 1.42 HA = 1.78 Velocity = 6.87 fps _ _ ,2.00 Hit/D - 0.80 H1I - 1.00 / _ - Quail wood Dri ve ~ 50' R w ~ - 3f-- -~F- - 51LT FENCE
HAD = 1.20 HA = 1.80 Hll/D - 1.33 HA - Maz, Headwater Elev. - 388.39 / Elev - 389.50 Maz. Headwater Elev. = 389.88
Max. Headwater Elev. = 372.70 Maz. Headwater ~,y ; x s ng 5' Sldewolk
-2 SS N - _ ____o - c -
- - - - _ ~,--o --o
- - - _ _ _ _ p r„ i Y3-- p-ti - - --1q ~'r--- p' ~ .r _ -
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- ~y 390
- ~
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- ~ - e -
t- Q -
- 4 - _ _ - - _ - - , ~ -
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- D; - - - - _ _ ~ ~ - - - ~ ~r _ - ,q° ' ~ 380
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- _ _ _ -~c - - - -
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_ - - _ _ _ - - - - ~ ' EpyE _ ~ - - - - - - _ - - - - - 370
kROP - - 85 - - eft- ~ - 8 y ~ _ a~i- - _ -
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37 - - - - - - - - - - _ - 08 - _ ea =0"-7U fi. . - - rom ~ ' - - - u - r e
- - - - - Mail 1-fain - _ - - g - - ~ -
-P - - _ - r_ _ - - - - - - _ 57 - - -
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-tai - ~5 12+00 13+00 14+00 333 9+00 10+00 11+00 ,o a+oo
3+00 4+00 5+00 6+00 7+00 - ~ - - Sheet 3
1+00 2+00 O+Oa DATA1 LWMC-151 B` CPLAN3, dwg

SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran 4 In-,,oice =;pe Date Referer:ce
10809 041020062 Invoice 04/10/06 #9781.W2 Permit App.
Date: 4/10/2006
Balance
$475.00
Check Number
Check Amt:
Discount
$0.00
MAY 9 2006
DFINR... WATT R QJ JALIT
Weti.Atibr, AHp ?7i yPdW"?k,ft tflthhK?w
001046
1046
$475.00
p_ ;mount
$475.00

i
Erosion Control Plan For
ar es on laea e
Curve No. 9 Data UTILITY DESIGN BY.' ~ °°pppU80BOpp~De
alts = 4°07'11" DEVELOPMENT CONSULTING SERVICES, INC. M D = 500.00' 1401 AVERSBORO ROAD, SUITE 206 ppppOpd000ppQQ0 ~ ~ CAR °®o Middle Creek Townshi Wake County, NC ~ of o P
Radius o0e ~ CARO o00 Tangent 17.98; GARNER, NC 27529 00 ~ lr oo ° t° o, 04 ,°°°°ss°°' o ° j0 ~ ° , r
Arc Length - 35.95 00 04.•' SS ~ °o 919) 625-0411 ° , ~E Io ° la ~ e~:°o ~'°9m
FAX 919 jj 772-3437 : 4~ 9 ~ 2~ 1Ve b :a a W00 r SEAL o U a1 0 ~ o L-2645 ~ a
o SEAL o 023729 e o ~ ~ 25 & 27 B-B 45 & 50 Right-of-way
. 4 d . b ° ~ . ~ ° , o Date: 05-18-04 b o ~ tit°° Scale: 1 50
NOTE: ''•,~'G1I~~:•' o°° ti c~ ° ' ~aeo°°
ol. ~e~ o c~ See Sheet 1 far Storm o°oo~h R° oo G o~ Tl Ex. SSMH o0o M. ~ 0 50 l o0
Drama e Data. oon M' p0p° b~ ~A09000p ~ Rim Elev. = 371.42 °oo pp0 ~ Inv In = 363, 40 GRAPHIC SCALE
Inv Out = 363.22
N Revised: 05-28-04 PREPARED BY
24 °j Revised: 06-22-04 Revised: 07-22-04
1 Revised: 08-04-04 ESSIONAL LAND SURVEYOR, P,A.
1 Q PROF ~ Revised: 09-09-04 1
~9 ~ Fill Area 12 ti 98 De o t Street, P. 0. Box 730, Angier, N. C. 2750 12 4, Revised: 11-22-04 P
0 2 °j ~ / 2 For Pasittve nl A 39 o • ~ Revised: 01-13-05 919 639-2133 919 639-2602 (FAX) .o ~ ) ) ~ ~ ~ .p p
, x 21 Drains e 23 2U 19 g ~ lg ~ .,,,,,_ti ~a B o" o Revised: 08-09-05
17 16 15 ~ ~ 14 ~ ~ 0 0 ~ c 4 Revised: 09-O1-05
~ ' - - 15' Te_ porgy onsGruction ' oR ~ ~ - -ns ~ ~ y 168 Revised: 01 24 a; ? o~ I ,a b
- ~'asen en t - RoPOSED r w ~ 13 C/L Intersection ~ - ernrrawT ~ ~ ~ ~ a 13 0 38 ~ p all Silt Fence P- 4 Data Culvert P-17 Data ~ ~ ~ Inst Culvert
Sta. 0+00 - 4~uNrt Eosem ~ ant ~col~ i` ~ ~ ~r ~ See Detail Sheet - c. Total Drains eArea = 5.72 Ac. ( ~ Total Drains eArea - 2.89 A
(Quailwood Dr.) ~ V ~ = 0.6 8,92 2.99 = 12.41 cfs Quo = (0.8) 7.50)(5.72) = 25.74 cfs CI 3 - Existing Curb and Gutter (Typ.) Q1U - ( ) )
r~ =Sta. 2+22.98 - o- CI-17 P-1 - - a' 13 SSMH-2 ~ 8 z e T~ - 7.11 Minutes Tc < b Minutes - USER-. Bzistinr Flow Depth = 1.06 ft. Flow Depth = 1.44 ft.
(Award St.) 8 _9_-____ CI-15 - Eaiatl Ftre. Hydrant r ti 42.57 LF - 24" RCP ~ 1.00% 32 LF - 30" RCP ®l.00% ater V~ve = 7.60 f s Velocit = 8.80 f s
P-15 Ci- CI-14 Velocity p Y P
b FIRE BYD - ~ ° F ~ . E r TER LINE Hll/D = 0.9B H1I = 1.95 HIP/D = 1.11 Hli = 2.77 BXISITINC - o uailwood Drive Max. Headwater Elev. = 365.00 Max. Headwater Elev. = 359.97
p -e- o m 50' R A
~ ~ SSMH-4 ; - ~ °i 15 Te - _ ~ a SSMH-3A mPorary Construction Ease a - y "F`isting 5' S?dewalk Culvert P-15 Data Culvert P-18 Data
ZONED: R-15 ~ 25 n t - - SSMH-3 - MH-1 eArea = 1.11 Ac. - - V SS Total Drains eArea = 3.02 Ac. Total Drama
ex Powell a - 26 - R ~ 27 - _ ~ 4i Doghouse) Quo = (0.5) 6.9,2)(3.02) = 12.54 cfs Qlo - (0.8) 7,50)(1.11) = 5.00 cfs
D. B. 857, Pg. 33 c, 28 29 ~ 30 31 -7 PR -'E ~ ~ .p ~ T~ = 7.11 Minutes To < 5 Minutes PROPOS D 0 ap A Flow Depth = 1.33 ft. Flow Depth = OL72 ft,
~ 32 33 FIRE G O p ~ ~ 180.08 LF - 24" RCP ®0.50% 134.25 LF - i6 RCP ®1.60%
~ ~ - - LS 6 20' D sins ~ - - - 34 ~ ' b ~ C CB 10 Velocit = 8.b8 f s Velocity = B.Si fps ~ O M ~ ~ Y P = = 1.19 Hfl = J.49
C ge Eeseme t - ~5 CB_g _ C ~ ~ G 87 Hll/D = 0.99 HIP 1.97 HlY/D 35 p ~ ~ ~ 3g 37 1 Max. Headwater Elev. = 384.49 Max. Headwater Elev. = 385.70
- ~y ' Y LS-5 ~ - u ~ ~ eJ ~ ~ w
~ ~t N q~ d u y ~ ~ ~ra ~ 0+ 4 p ~
SSMH-5 P OPOSED ~ ~ ~ ~ ~ a~ o Culvert P 16 Data
s'~ cv AND Custom Basin - - 2" BLON-OFF Install Basins as designed (See Detail Sheet) - -.-J_.._. O ~ Tatal Drains a Area = 4.99 Ac. p ~ ti Qio = (0.8) 7.60)(4.99) = 22.46 cfs
'W x 14'L x 1B"D end clean when 50X full of sediment Install 6 0 LS-7 ~ ~ Tc < 5 Minutes
Class "B" Rip-Rap~~ Constructed Flow Depth = 1,83 ft, 20.33 LF - 24 RCP ~ 1.00%
B-7 with baffles CB-9 Disspator (dgo = 6) Channel ~2 Ins C ( ~ Install Diversion Ditch .SSMH Velocity = 9.08 fps
S reader 5 Data Tatal Drainage Area = 5.72 Ac. Total Drainage Area = 0.20 Ac. (See Cover Sheet) Fr01 Level p t) 5+00 to g+00 Ex From Sta im Elev. = 361.18 HIP/D = 1.a9 »rr = ~.9e R
= 5.79 Ac. = 0.4 7.5 5.72 = 17.18 cfs Qto =(0.4)(7.5)(0.20) = O.BO cfs Total Drainage Area Qto ( ) - 5.79 = 17.19 cfs Disturbed Area = 5.72 Ac. Disturbed Area = 0.20 Ac. Install Tem orar Max. Headwater Elev. = 360.88 LEGEND: Inv In = 358.86
4to -(0.4)(7.5)( ) P .Y dth = 18 ft, 5.72 IB00 cu. ft./Ac.) = 10,298 cu. ft. 0.20 (1800 cu. ft./Ac.) = 360 cu. ft. Diversion Ditch Minimum 1ntrance Ili ( 14'1Y x ze'L x z D Inv Dut = 356.59 SEED, MULCH AND TAC
Minimum Depth = 0.6 ft. 41'N x 84'!, x 4'D ' tore a Includes 1' Vertical Flood Storage) From Sta. 3+00 to 9100 --~---p-- JUTE MATTING OR EQUIVALENT NOTE: PERMANF~NT CHANNEL LINING
Minimum End width = 3 ft. {Includes 1 Vertical Flood S g) { - t = 223 ft. Minimum heir Length = 14 ft. Minimum Weir Length - 10 ft. Temporary erosion and sediment
Minimum Leng b control measures shall be provided - T-~--~ TEMPORARY DIVERSION DITCH around all drop inlets and catch After streets are constr>icted and site RIP-RAP LINED
7 Data CB-10 nstructed and site Note. Level S reader 8 Data Level Spreader ~ = Auer streets are co P # ea = 2.01 Ac. Tots] Drainage Area 2.01 Ac. basins, See Detail Sheet) is stabilized and approved by the _ _ _ - ss are to be seeded ( Environmental lsngineer, remove CB-9, - - TEMPORARY CONSTRUCTION LIMITS
rains eArea = 0.20 Ac. Total Drainage Ar - - is stabthaed and approved 6y the Diversions are to be s Total D g _ 0 4 7.5 2.01 8.03 efs itely after they are and CB-!0 and atabUize with seed, - )F- -1(- - SILT FENCIs
- 0 = O.BD cfs Qto =(0.4)(7.5)(2.01) = 6.03 cfs Qto ) - Environmental Engineer, remove CB-7, immediately after the Qto -(0.4)(7.5)(0.2 ) - t. Minimum Entrance width = 10 ft. Disturbed Area = 2.01 Ac. install P-17, dissipator end Constructed constructed. Minimum Entrance width - 10 f De ~ = 0.5 ft, ~ted. mulch and tac.
Minimum 2.01 (1800 cu. It./Ac.) = 3,818 cu. ft. Channel ~2. Stabilize as noted on cover sheet. Minimum Depth = 0.5 ft. En Width = 3 It. 30'11 a BO'L a 3D
Minimum End width - 3 ft. Minimum d Includes 1' Vertical Flood Storage)
= 8 ft. Minimum Length = 7B It. ( Minimum Length Minimum Nelr Length = 10 It. i
- - - - _ ~
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- - +00 5+00 6+00 7+00 Sheet 4
0+00 1+00 2+00 3+00 4
\ D A T A\ L i Y b! C -1619 \ C P L A N! . d R g

BECK DAM STONE SILT CI CONSTRUCTION SEQUENCE SEL'DBED PREPARATION SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
STEP 1 STEP 2 1. NCDOT #5 or #57 washed stone shall be used.
des over 1. Obtain a land disturbing permit. Schedule a preconstruction i.) Chisel compacted areas end spread topsoil 3 inches p conference with the Environmental Engineer, Dave Parnell. DRIVE STEEL POSTS 18" INTO GROUND AND EXCAVATE ATTACH A7RE FENCE TO POSTS AND EXTEND THE Pad to be 50'L x 20'W x 6"D at a minimum.
adverse soil conditions, if available. 1' Mi Pavement Pavement A 6"s 8" TRENCH UPHILL ALONG THE LINE OF POSTS. BOTTOM OF TIDE FENCE B" INTO THE EXCAVATED 2, Ttlrnin radius sufficient to accommodate lar a trucks
inches de th. 2. Install gravel construction pad, temporary diversions, silt fence, ~ \ \ \ 2.) Rip the entire area to 6 p \ \ \ custom basins or other measures as shown on the approved plan. li'DOD POSTS 4 IN DIAMETER MAY BE U5ED, TRENCH. g g is to be ronided. P
ese devices. Seed fain orer emove all loose rock, roots, and other obstructions leaving Clear only as necessary to install th p y 3.) R 3. Entrance(s) should be located to provide for maximum
diversions, berms and basins immediately after construction. ' / / surface reasonab~ smooth and uniform. utilit b all con r y y st action vehicles.
Roadside DitcL - 49 for an onsite ins action b Environmental En ineer / Roadside Ditch MAX. lo' 4. Must be maintained in a condition which will prevent BET?fEEN tracking or direct flow of mud onto streets. Periodic
4. A I e rieultural lime, fertilizer, end superphosphate uniformly 3. Call 856 75 P Y g ) PPY * to obtain a Certificate of Compliance. and mix with soil (see below / / / POSTS to dressin with stone wit] e
Class 1 Ri -Ra with No. 5 ~ Be in clearin and rubbin .Maintain devices es needed. Rough P P Note: p g be n cessary, keep some
5, Continue tillage until swell-pulverized, firm, reasonably uniform 4• g g g g Washed Stone on the Upstre /~/~i\//~/ ) ' seedbed is repared 4 to 8 inches deep. grade site. Face See Side View Where Ditch does not Allo P ( ) does not Allow a 2' 1Yeir handy.
Section, a Parabolic Swalt °arabolic Swale shall be 5. Any material which still makes 1t onto the road must with Class IRip-Rap be cleaned up immediately.
' fresh] re ared seedbed and cover seed lightly with 5. Install storm sewer, if shown, and protect inlets with block and Constructed with Class 1 B,) Seed on a y p p seeding equipment or cultipack after seeding, gravel inlet controls, sediment traps or other approved measures SECTION ACROSS DITCH s^
as shown an the plan, Begin construction, building, eta S9EP 9 STEP 4
7. Mulch lmmedlatel after seeding and anchor mulch. ) Y B, Stabilise site as areas are brought up to finish grade with vegetation, ATTACH THF. FITTER FABRIC TO THE IYIRE FENCE BACXFILL THE TRENCH AND' COMPACT THE SOIL FIRMLY ~HrB~ AND EXTEND THE BOTTOM OF THE FABRIC B" TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT ROa
8.) Inspect all seeded areas and make necessary repairs or reseedings paving, ditch linings, etc. Seed, mulch and tack denuded areas within INTO THE TRENCH. RUNOFF IS FORCED TO GO THROUGH THE FENCE .Dj11~
within the planting season, if possible, 1f stand should be aver BOX fifteen (15) days of completton of any phase of construction. AND CANNOT GO UNDER IT. d~O~ A TER
damaged, reestablish following original lime, rertilizer and seeding rates. SECTION THRU DITCH ~C FILTER 7. When construction is complete and aH areas ere stabilised completely,
s actor on maintenance treatment end call 856-7549 for inspection by the Environmental Engineer, 9.) Consult Conservation In p 50'
fertilisation after permanent cover is established. 1~ 2' 8. If site is approved, remove temporary diversions, alit fence, custom . 1~1
' re ultin bare areas. All i _ basins etc. and seed out or stabilize an s i M n. * App.(y: Agricultural Limestone 2 tons/acre (3 tons/acre in clay soils) Y g
Fertilizer - 1 000 Ibs. acre - 10-i0-10 remaining permanent erosion control devices, such as velocity Carrp Rip-Rap u - / Side of Spillway 1' Min. Freeboard Superphosphate 500 lbs./acre - 20X analysis dissipators, should now be metalled. roard ~ _ ~1 2 3 Washed
Mulch - 2 tons/acre -small grain straw Varies with Depth ie5 with Depth Sure t n ~ g So e
Anchor - As halt Emulsion ®300 gals./acre 8. When vegetation has become established, call for a final site inspection Flow P 1 of Ditch by the Environmental Engineer, Deve Parnell. Obtain a Certificate of Ditch r J~1 z0 ~
Completion. Class IRip-Ra Install Geo-Textile
SEEDING SCHEDULE 1' Varies With Depth SECTION fabric under Stone NOTE: Bottom of filter fabric must be placed
OTES: i of Ditch EROSION CONTROL N in trench and secured by either backfilling NCDOT 5 OR 57
1 es MAX: 3:1 Notes: Shoulders, Side Ditches, 5 op ( ) 1. All Land disturben acttvities shall be conducted in accordance 1. The ditch shall be cleared out STEEL P0S75 with soil material and tampping or by lacing washed stone to a 71elght of tp HEIGHT p" and level. Washed S ne
t Standards, v caches with Wake Coun y whene er the sediment r MAX. Ii1RE FENCE "HOG i11RE" B above gro
Date T e Planting Rate i - 2. All temporary erosion control measures shall be maintained 1/2 the total depth of the ditch. 9 FILTER FABRIC
Aug. 15-Nov 1 Tall Fescue 300 Ibs./acre in proper workl'ng condition during the period of construction. MIN. OTTOM OF lY1RE FENCE AND Notes: z' B
Nov 1-Mar 1 Tal] Fescue 300 lbs./acre 2. Class Brip-rap may be used to & Abruzzi Rye 25 Ibs./acre construct stone silt check dam. FILTER FABRIC BURIED 8" Applicable at al] points of ingress & egress until site is stabilized. Frequent u IN EXCAVATED TRENCH. checks of the device and timely maintenance must be provided.
' 300 Ibs./acre Mar 1-Apr 15 Tall Fescue
A r 15-June 30 Hulled Common Bermudegrass 25 Jbs./acre P u STEEL POSTS DRIVEN 18 INTO GROUND, II
Jul 1-Aug 15 Tall Fescue and 120 lbs./acre
~ Browntap Millet 35 Ibs./acre Top nrpam ,~_e•w•.,,.,,,aa,
or Sorghum-Sudan Hybrids 30 Ibs./acre Top of SlevoHan of storm >rater °•-0~"'° y Cep Top of Pipe B' PVC or
Q' PPC Rleer with dots
Slopes (3:1 to 2:1) n 1' Piood SYnr'ete Zone ,yam d Dewatering VELOCITY DISSIPATION
i 'e 9' 3edtment Storate Zone 0 1°~ fit. Mar !-June 1 Sericea Lespedeza (scarified) 50 lbs./acre ~ Prc iNe srod) Concrete Block
~ ~ l.ti' liar, Sediment Depth APRON DETAIL
(Mar 1-Apr 15) Add Tall Fescue 300 lbs./acre r.,P areeaa. >b rw or Batt seep
Mar 1-June 30 or Add Wee in Love rass 10 Ibs. acre ~ xet.1 ( ) p g g / veehea 8eone Nor - - NOTES:
(Mar 1-June 30) or Add Hulled Common Bermudagrass 25 ]bs,/acre 1. Apron lining may be rip-rap,
- escue and 300 lbs. acre Section Thru Basin and Filter June 1 Sep 1 Tall F _ / Browntop MtlJet 35 Ibs,/acre d grouted rip rap, or concrete.
. or Sorghum-Sudan Hybrids 30 Ibs./acre - rop ar aam 's the le th f ~ 2. La I ng o
Sep 1-Mar 1 Sericea Lespedeza (unh ulIed-unscarified) 70 Ibs./acre 8edlme„~ Pte ~ t'-e• the rip-rap epran.
1 and Tall Fescue 300 Ibs./acre
aye'°pina. to Nov 1-Mar 1) Add Abruzzi Rye 25 Ibs./acre t`'' "°m°"°' ,e' adr mt•e aaq tyeP PLAN 3. d= (see fes data section above) i-----
4. Dimensions are as specified ~ on the plans.
Consult Conservation Engineer or Soil Conservation Services for additional information concernin other alternatives for vegetation of denuded areas. The above vegetation g
rates ere those which do well under local conditions; other seeding rates combinations - - 5. A filter blanket or filter fabric
are ossible. For a lawn unlit turf, double or triple rates. ny?.1 ~ \ P q Y ~ ~ ~'-e, Notes: / _ ~ ~p=_q~i ~ p p_i~~p_ should be installed between °q~=~u d ~ _N_~IHI the ri -ra and soil foundation.
_ desired ermanent ve •etatian 1. Dras dose deer ehen he a' SL7! d0 PVC with olaen-oat Temporary Reseed according to optimum„ season Por p cap and elofs. S1oG obeli bs placed 1/d' dde,~ `oa IH~FJ 4 DO 0 u~i~u= P P 2:1 slope, gravel filter
~ Do not allow tam orer cover to row over 12 In hei ht before mowin , otherwise p y g g g center radial aromd P/Pe• Vertloal as autr PI lent. s• fescue may be shaded out. / ~ SECTION A-A
8. The Tarp wed to protect the weir shall be the sldth / epeeitled. The letytA or the tarp shell be sceordint I' PR' s/afeb \ to annabk Sapp . n multiple ere to he wed, / BLOCK Al FILTER BLANXET ~ OCK AND GRAVEL DROP INLET PROTECTION (USE 57 STONE L ~
e n stroam / pad span he L at least !Y'. Th then tarps P P / IZ` shall oserla the downstream The tarp \ BEDDING OR GEOTEXTH.E
shell~e 00 inn hes7 dnlt direr farpa ll i for U.V. reslatsnne, eLr Atp-Rep Dledplw NETS AND MATS Temporary Sediment Wire ~vDERLINER) PIPE D UTLET TO A FLAT AR~9
sea Dealt R aeledde pool Screen Dewatering WITH ND DEFINED CHANNEL
C E LLY PROVIDE LITTLE MOISTURE CONSERYATIDN BENEFITS AND ONLY NETS ALONE EN RA RE THE ARE USUALLY USED IN CONJUNCTION WITH LIMITED EROSION PROTECTION. THEREFO Y CUSTOM BASIN
AN ORGANIC MULCH SUCH AS STRAiY. NO SCALE ~ o 8 a 0 A a ~ A
EXCEPT WHEN WOOD FIBER SLURRY IS USED, NETTING 5110ULD ALWAYS BE INSTALLED OVER 1 min. ~ ~ o
THE MULCH, WOOD FIBER MAY BF, SPRAYED ON TOP OF AN INSTALLED NET. 1' max. , . ~
MATS, INCLUDING "EXCEL510R" (WOOD FIBER) BLANILETS, ARE CONSIDERED PROTECTIVE ar.t' - ' a ~'~@ d =1~I1 _ IIII • o o ~ IIII_ _ , Do
MULCHES AND MAY BE USED ALONE, ON ERODIBLE SOILS, AND DURING ALL TIMES OF THE YEAR. PLACE THE MATTING IN FIRM CONTACT WITH THE SOIL AND STAPLE 5ECURELY. IIII=IIII_ III- o IIII= I -III = a :a _I ~ ~ PLAN
Drap Inlet SECTION A-A
STALLATION OF NETTING AND MATTING IN Sediment with grate FILTER BLANKET (USE X57 STONE
_~I ' CCORDANCE WITH A: Bury the top end of the jute strips in ` ,I BEDDING OR GEOTEXTILE
PRODUCTS DESIGNED TO CONTROL ER0510N SHOULD BE INSTALLED IN A e trench 4 inches or more in depth. , I ,f'~ RER S INSTRUCTIONS, ANY MAT OR BLANKET TYPE PRODUCT USED AS A PROTECTIVE " MANUFACTU 0 = I I'/ UNDERLINER)
MULCH SHOULD PROVIDE COVER OF AT LEAST 30X OF THE SURFACE WHERE IT IS APPLIED. III PIPE OUTLET TO A WELL DEFINED CHANNEL
INSTALLATION IS ILLUSTRATED TO RIGHT
ME FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPEN-WEAVE 1, APPLY LI B: Tam the trench full of soil. Sec Le vet S rea d er E NET AND FERTILIZER p ~ t" reader TEMPORARY DIVERSION BERM/ DITCH
NETTING I5 U5ED, LIME MAY BE INCORPORATED BEFORE INSTALLING TH with row of staples, l0 inch AND SEED SPRAYED ON AFTERWARD. s ecin;, 4 inches down from ; ~ ~ F ~ W (Nat To Scale) rile) A. YACRDIB COMPACTION OF ALL FILL LS REQL2RBD. DIVERSIONS SUFFICIENT TO DIRECT ALL SI~R~NT- LADEN STOR1111ATER INTO A 5EDLIlaNT CON1110L DEVICE MUST B6 WS1ALLED
the trench. ~ ` _ W W PRIOR T'0 CZBARINC k GRUBBWC OF THE AREA (OR IN CblVJUNCTION ATfR TRLS W W + OPERATION ~F SEDIK6N1' CONTROLS k DIVERSIONS ARB DISTALL6D AS BACK CRITICAL ~l\~~
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN W W W Ve stated TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO = ft W W ~ y „ y THE CRADE• ALLOW NETTING _ _ diversion y y W V W Transition POWT IS RsACRBD). 4 t 'z ~
NOT STRETCH. C, Overla,~--Bury upper end of lower strip ~r ~ + W W W B. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DANACE$ BY CONSTRUCTION OPBRITION5. ~r~~ e0 I~ fi~~ W W to 0 grade g EDIyy k MULCHED DYIIEDLlTELY AFTBA INSTALLATION. / ~
' TENET BURY THE UPSlOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHE5 es in A and B'. Overlap end ~ W 3. TO SECURE A of top strip 4 Inches W W W W C. DIVERSIONS SROULO B SB W D. CAECE DEVICE AFTER BACR RAW, BUT ONCE A AEEB RBGIRDLESS. REPAIR A3 V V W vs. 01~ ~
D TAMP FIRMLY AS SHOWN IN DETAIL. STAPLE THE NET EVERY 12 to le. \ ` '~W DEEP, COVER WITH SOIL, AN sad s p ~ \ _ _ _ _ _ E. Overflow \ V W J W W W W NECESSARY. W W W W 12" CLA55 B
INCHES ACROSS TAE TOP END EVERY 3 FT. AROUND TAE EDGES AND BOTTOM, WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE STAPLED DOWN THE CENTER, , ~ ~ _ _ _ _ , • y W W W W
EVERY 3 FT DO NOT STRETCH THE NET WHEN APPLYING STAPLES, o ~~Y~2~~, / W ° W W W NATURAL GROUND OR FILL OA CUT SLOPE RIP-RAP ' W W W W~ Stabilized
WO STRIPS CUT A TRENCH TO ANCHOR THE END OF THE NEW NET, OVERLAP THE - ~ ~ ~ ~ ~ ~ 4, TO JOINT - • W W W W slope z'KIN. FILTER FABRIC ~ W W W W W FLOW
0 1B INCHES AS SHOWN IN DETAIL, AND STAPLE EVERY 12 INCHES a --Fold of ute burted y y y y y END OF THE PREVIOUS R LL , D, Erosion at p J L W W W W -I- T W W W W SLOPES: 1B'9tIN. RIPRAP DITCH LINING DETAIL
ANCHOR SLOT. in slit trench and tamped, \~~~~~~~'Y~` ~~=r, Stable W y W JUST BELOW THE double row of staples. " undisturbe W y y y W W W 2:1 KAX.(TYP.1 18 KW.
MAINTENANCE outlet W y y y W W W V \ j_ i i i i i i i L i ? i y- y)~ W W W W W ~ NTS
1 SPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, ,rfr. " W W W W W COI(PACTBD FILL W W y W W W BERM D1TCil
Place atal)ja9 y y m y y o a y y y y DISLOCATION, OR FAILURE,, WHERE EROSION IS OIISERVED, APPLY ADDITIONAL, MULCII. IF _-~'-._-'=_~'r-==.~_-- 1 1 z to a feet a art y ~ y y W W W W V W +
WASHOUT OCCURS REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE _ / P _11 as required to keep the jute INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. ~ firm) reseed into the coll. - - y P 2'-0" Min 2'-0" Min
NATURAL GROUND OR FILL OR CUT SLOPE Top Width
' Construction S ecifications +0,25 _ _ P 2xIN Direction /FLOW of Flow
W . ' 1, The matting should be a minimum of 4 ft. wide exte COKPACTSII FILL r n f 4 ft. wide extending 8 inches aver the IB Min 3;1 Berm
Face W of Curb 0,18 W _ - - TYPICAL STAPLE lip and boned B inches deep to a vertical trench on ^ticel trench on the lower edge. The upper 8 AIW, •r
W ,I8 Gauge Nire edge should butt against smoothly cut sod and be sal Exist. or +0.130 (0,025 0 W Q closet s aced hen dot wire eta !es et least 12 Inc ` Ib W W ~2:::::~2~:~~ ~ ~c, : Y P vY Y P t sod and be securely held in place with 31 rat least 12 inches long.
-0.04 W c, _ Proposed `"Q,'~ - ` for uniform spreading of storm runoff. BERM DITCH
Pavement _ _ 2. Ensure that the spreader !ip is level for uniform apr PERMANENT DIVERSION SWALE DETAIL
„ - 3. Construct the level spreader on undisturbed sail (not 3'-0" 3'-0" 5'-0" 3 -0 _ - - - - -111 rturbed sail (not on fill). Po~ivB GRADE Kusr BE APPROVED To ASSURE DRAWAG& TEMPORARY
~ - -II-ii1 ~ 4. Construct a 20 tt. transition section from the diversi ~ Jr- -i ~ -~11= -u` 1'n' smooth to the width and depth of the spreader. e iversion channel to blend IF SLOPE EXCEEDS zX, SEED k MULCH DIVERSION. TRY NOT TO NO SCALE from th d E%CBRD dX (B1GR VELOCITIES RESULT), I(A1TAlUM D.A. = 6 ALRdS DIVERSION he spreader.
A. Curb e~C Gutter Section ~ - E 7iaed s1o a not to 'T"srG~MPTrPWTO AN APPROVED 3LOPE DARAW~ ToP ~ SLOPES BERM DITCH
5. Disperse runoff from the spreader across a properly rocs a properly s abi p KU E o®~Ip0000000ppA utficiently smooth to keep flow from BBRAI/D1TCB IS K03T COMMONLY USED. °00 ~ CARO FO°
8'-0" 5'-0" F. Press ends of jute 4 inches into the soil exceed 10~. Mega sure the slope ie sufficiently amoot Var. 8 0 around structures end staple securely. concentrating. o° ~ l1 °o 0°04°~•SS~' °o o ' ~E IO'• o
Pavement Shoulder 25 8. Immediately after its construction, appropriately seed Width I--- Width +U. I---4' 81 L;ner should be installed vein two 4 ft. disturbed area of the spreader. ~ ro riate! seed and mulch the satire o° ~ : • A'°. 9 0 P P Y
+0.10 g widths with a i ft. overlap. This would Maintenance p11111100 a° ; 4 L m 0000 C ®aov a SPA m
' +0 OE give B h. total liner width which would ®o ~ A$p o° a L-2845 a o° `S L oo e t° 'stall until vegetation is established, and UTILITY DESIGN BY.' ° 1 , o ~ ti
0,02 _0,02 be centered in the ditchline. Inspect level spreaders after every rainfall until veget promptly make needed repairs. After the area has be. the area has been stabilised, mate periodic DEVELOPMENT CONSULTING SERVIC S, INC. .e 0 ~gSS10.,~ ~ oo °o 0 ; . 0 ~ . 9 c oo o0
-0,08 inspections and keep vegetation in a healthy, vigorous healthy, vtgorous eonditton. 1401 AVERSBORO ROAD, SUITE 208 ~ I~~' ° °o ~ titi°°
'0.18 1=-I I 4'~I C 27529 ~ °°o° ' 9~~0°° GARNER, N 1~1 a~i 429728 ~ 4 oom b1 0
[phone] 4 , ~ . 11
-o,2s FAX [phone] % ,~,'•.~,y ~4 woi 4 //l, l'r'"
DETAIL FOR STABILIZING CHANNELS 00 ~ CINE•. Oo 000 l~ 000
0o h gob~ ®o Revised: 08-08-05
B. Shoulder section WITH JUTE THATCHING °ee~rnn°j°°° Revised: 02-17-06
Driveway Turnout Grades NO SCALE
333
Sheet 5 ~DATA`LPiMC-151 B\ DETAIL-1. drrg

I
I
1107
\~i . 4' Utility Esmt
G ~`0 ~ M w ~ VAS ~ 5 Conc SidFwalk i\~ 4 ~ Util '
Fuquay ° 2" Caliper Street Varina ~ 15 t/z" R ' Tree, One Tree Per ~ ~ _ It.Y Easement - ~i
0-1 2 11p3 \ ~ 4• h ~ " Lot Required ;!~ii~` 5.5' Street Tree Area - ~ _ _ - 5' Con ~ 0 refs Sidewalk.'
2qs~ ~ O i0 , l~~ q e b N N ~~5 a ' i`% Conc Valley 1'urb , , ~ ~ j\y v ~ 0 ~ ~
I o ~ ~A\\~~ ~ ~ ~ 3 ~ 0 ~ 0 Sanita -
~ ~ 0 ~ e 20' ,A\\\~ ~ ~ o o Sewer 'side 5 ' 0 t_ p ~ 0 R/IY
1100 ~°1^ c 1 e" x Centerline- - t~ VJ ~ / line- - - , ~ ~ EXIS7fiNG
r ~0 20 ~ Seetlon ro _ BU SANITARY WE ,~o ~ a n S
i / ''o N ti R E ,r ~ N 1 \ Q N Q vvv~~ ~ treat _ 1 ~ ~ ~ ~ ~ - 50' public R -
G a o Road i ~ 2' Conc Valley Curb ~ PROPOSED g" pV """1,,, C WATER LINE °
9 2" Caliper Street r ~4 Tree, One Tree Per ~~\\\i 5.5' Street Tree Area - t~ \\~i~ _ N
~ Lot Re aired lrs~ g Typical Sign Easement z._o^ q e 6 ~ $ C ~ - 0 - _ \i 5' Conc Sidewalk
+ $rbet ~n No Scale 1 1447 t Co, Cfesa A-3" - 3000 PSI Air hhtrataed Coacrete ~ ~ ~ 5 oncrele ~ 0
Note: A 10' x 70' Sight Triangle takes ~~i\\ ~ 4' Utility Esrnt 7 ewo/k 0
1¢!~ precedence over sign easement. TYPICAL SECTION OF
(n r ~ (n \ ° 'lit ~~\~i ~ e ent - ~'t~~. ti -
24 CONCRETE VALLEY GUTTER r~~ .
o \~i , Setb ti - - o A\~A\\~ ~ ~ h 20.0' ~ ~ - ack' Line (TyP~ o 0
i m Porch - m \ I 1 7 0' ~ m ~ h 20.0'
VICINITY MAP 17 0' ~ Porch ~ - - - -
No Scale z.o' zo.o' I 1 ~ b zo.o' ~ - i~~\\i 20.0' I ~ r
~\\~\i\\; I 1 I Po c6 I 8. orc6 f~~;, 1 d ~ tv 13.0'
1 M 1 1 I 20.0' 7.0' cn ,A\~VA 1 ~ (
Preliminar 0 en-S ace Subdivision B" 2'-0" Y P P \\\\~i~ 0 1 N Garage 1 I 1 i\i w Carage ~ I I
Details „ 3" Rad. ro 1/z Rad. Proposed Two Story Dwelling a ~ 1 10 1 20.0'..... 1 N v A\\i~ ~ N ~ I ~ I ro ~ ( R? w Carage
• ~ ~ 1/8" Rad. With Attached Rear Gara e a 1 ~ I 1 I o vv~, ~ 1
o m g I. ~ • and Two Stor Front Porch • • , • , • ~ y ti' ~ 1 I o ~ 11 I ~ /A~ \ ti I I ~i Gara e I w
ro \ ~ 1 ~ g ~ ~ o ti ,L~vvv ~ I 1, I I I
Wake Count NC Middle Creek Township y, ~ o I 1 I ! ` %v% ~ 1 I
's: 0656.04-92-7401 0656.04-92-8455 0666.03-02-1879 x-B" PIN \i\y~ b 20. 1 20, I
- - 0666, 03-02-2471 0666.03 02 2624, „
Zoned: R-4 Scale: 1 " = 20' Date: I1-12-U3 2 -6 CURB AND GUTTER ~ 1 I 1 zo.o' I I zo.o'
0 20 40 See Standard No. 848.01 C v~~~vvv 1 I I ~~\~'i ~ i I
I
'I °°9°ao¢app° 0°0° CAR ®0°0 GRAPHIC SCALE ~ ~ _
o° Ol °o o°° 04 ° ° ° SS ° r °°o PREPARED BY L
o ; ° 4E Io ~ o UTILITY DESIGN BY. a 0 ~Y.9 p b ~Q4 ~ STANCIL & ASSOCIATES DEVELOPMENT CONSULTING SERVICES, INC. a~ vvy ~
o SEAL n vvJ`
a L-2845 4 PROFESSIONAL LAND SURVEYOR, P.A. 1401 AVERSBORO ROAD, SUITE 206 c ~ Q; . c °°°°°BOOpOppO GARNER, NC 27529 >~~~vy
° ° ~ 0 98 Depot Street, P.O. Box 730, Angier, N.C. 27501 [phone] ~t11 CAkO °00° ~vvv`~
00 ~ titi°o [phone] [phone] (FAX) FAX [phone]°°04'.•''•ss •'•.l °°o ~ o° 0h~ 0 0 0 ~ ~E I p ~ o ,~~~~\i
°00 ° o° '~4 9~: o
Owner/Developer 4 SEAL o ~ a~ o 023728 o \\\~~~A~ ' , _1 _ _
Ste h enson ~ Ward Real t & De vel o m en t Co. Inc. o o P .Y P ~ a o ~i
-Varina NC 27528-1108 919-552-1157 0 ~ E~~'• ~ o P. D. Box 1108, Fuquay ° o . GIN o 19.0' I I 1 _
00 be Oo Revised: 12-31-03 ~ h o vvv ~v~ I I I I I- - - - _ ~vv I
q °°p M. g Revised: 02-06-04 ~ °pppaooa°°° vvv: I 19.0' I I ~l ,vv, I I 1 ;;~vvv- I I I I
Revised: 05-13-04 c, ~~L,v ~ I I I 1 zo.o' 1
Revised: 08-04-04 ~
w Revised: 11-17-04 \\~iA\\\ 15.0 ~ ~ I 1 1 I zo.o' I
\i\\\yt c~ I I o o I \i / 2 0 Garage 1
Revised: 01-10-05 24 a ro \i~~ ~ Gara a I~ N 1 1 I v~%v~ ° g I 19 1 v v ~v~ ~ I I~ 1 i
Revis 0 -0 -05 ~ I I o h zo.o' „ A\\~\\\\~ I zo.o' I~ I m 2~ I
45' Ri ht-of-wa 4'-0° b v g y q u I I ~ 1$ ~ I o.o yv~~(\v- 1 ~ ~ I ~ 17 I
tifility ~ a ~ssmt. a I 1 I i I i I 1 Carage o 1 I
lo'-o" 1z'-B" ]o'-s" z'-o" 4'-0" 5'-0" 1'-0^ n~ Proposed Two Story Dwelling 3 f Pavement ee ~ With Attached Rear Gara e ro \\\t ~ ry I Garage i~
S, Tr Sidewalk p~ g fop Area ~ ~ e ~ and Two Story Front Porch \\i , a , o ~ \~i\\\i\ 19.0' 7.01 ,d Porch 1 I I
a~ Oa
1/2%ft 1/4'%ft 1/4'%ft 1 2 ft 1/4'%ft ~ _ ~i~i\~ J I Porch ~ . 1 ~n I ii, h_ ,
ii -i,,',, L,.,. IoA Q1 „ ~ e~ P - I 7 0, m Porch j~~\i ~ --.r ~ I
2-1/2 1-2 eg 0 3" ABC 2'-0" Valle ~A~\~ _ -
Compacted 8" ABC y Q, Sub-Grade Curb & Gutter
ti i
Charleston Drive al~d Quailwood Drive o ~vv~. u ~!V~\~ ~ 0 4' U it _ .Y Easement
71 0
TYPICAL 25 B-B ROAD SECTION Arbovitae-Techny Mature Height = 15- 0 feet Not To Scale Mature Spread = 4- feet c i\L~\ 4' Utility Esmt ~ 0 ~ o, ~
- recome ife spacing = !0 feet 2" Caliper Street ~ '
4'-0" 50 R~ ht of-wa ~ g y Tree, One Tree Per 5.5' Street Tree Area - Quazl Pr'oPosed g" PVC
Unlit Utflity Lot Re aired Esmt. Esmt. q , _ wood Drlve Waterline i 2 Conc Valley Curb ~ ~"1 `Public R~yq
5'-0" 5'-B" 13'-8" 11'-8" z'-0" 5'-8" 5'-0" 6'j ~ i Proposed Sanit
s~ Sidewalk Street Pavement Street Sidewalk 25 oaP Tree Area Tree Area L~\\\ ~ o o ary Sewer
het " " Centerlfne- - - ~~\i ~ ~ ~1ine- iA\~~ ~ q 0 ~ ~ .
1/4 ft 1/z" /ft 1/2 /ft 1/4" /ft . ;.y .'t • I Slo o u
e ~l \\\i\~ ~ ~ 0 _ _ . ~ ~ °
„ 2-1/2" I-2 ex. 3 ABC 2'-0" Valle Sounthern Magnolia Compacted 8" ABC y _ Mature Height = 50 feet 2" Cali er Street 2' Conc. Valle Curb N ~h o ~ 0
Sub-Grade Curb & Gutter Mature Spread = 28 feet P \~i ~ ti < 6.5' Street Tree Area ~ ~ 4' Uti1i t
reeomended spacing = 22 feet Tree, One Tree Per Charlestan Drive, Buck Johnson Street and Quailwood Drive Lot Required ~y \ ~ I9.0' ti .Y asernent i\%\\, 5 Conc. Sidewalk ~ -p~eh
' -B ROAD SECTION y
TYPICAL 27 B Dwarf Horned Ho11 Mature Height = 3 fe t : 4' Utilit E's~nt ~ I L - o
Not To Scale Mature Spread = 4 f et recomended spacing = 3 feet ~Vw<;~ q ~ I 7.0' I ~ ~
4'-p" 50' Right-of-way j~\~~~ N ba I ~ ~ Porch ~ I - - - ~Ay I I r` . _ I 1 20.0' 1 ~ 19,0'
Utility 45' Right-of-way ~ o ~v,vvv~ ~ ~ I I ~ n ~i ~ D `0 Porch
Esmt. ' 1'_0" 5'-0" 4'-8" 14'-B" 12'-0" 2'-8" 10'-B" - - - - - ~;~~j~\ ~ a I I Garage ~ 1 I I I
3f Sj Sidewalk 2'-0" Pavement B'-0" o ~ I 1 3U 1 I 19.0' I 4406 7, 0'I
°AP ~ Future Utility Future ~ \\VA I 1 15 1 1 I sq. ft, q 15.0' m ~ .o ~
' e~ str;P Proposed Two Stary Dwelling m 1/4" /ft 1/z" /ft 1/z" /ft `?'I With Attached Side Gara e I I~ 1 1 3 9 I w I ~ . i~ ~ o Carage ,~~o ~ ~ ~ N
4~ , ;y ~ . sb g AP and One Story Front Porch ~a ~%wvv ~ I 1 I I I i~ I N u' ~ ~ ~ c Garage vvvv% I I ` I ~ a ~ I° 40 ~ v~i,vv~ I I ~ ,a
2-1 2" 1-2 hex m / ti ~~;~~vy I I I ~ ~ ti,~, I I o ~ I N
3" ABC 2'_8" Compacted B" ABC \i\~;~ I 1 lao' i I ~ ~ ~ I
Sub-Grade Curb & Gutter vv~vvvy , _ I 1 I ~ o ~ ~
Future 26 \\~~~A L... ~ ~ ~
AWARD STREET \,\\\Vi~, ~ ~ ~
29' B-B ROAD SECTION Hvl Bus Planted o TYPICAL American Boxwood 70 ly h t ~~AiA~\i\~ I
Not To Scale Mature Height = 4 et mark where property line Mature Spread = 4 f et meets landscape easement 19.0' ~~i~~\\ I
Recommended Spaci = 4 feet ~A\i\~ 20' Draina e ~ tl' Easement
4'-0" 50' Right-of-way 4'-0^ %A~ ~ 15' 0 a ue Landsca a Easement \~\~A P 4 P ~ L_,
Utility Utility Esmt. Esmt, \~A\~\~~ To remain Undisturbed with natural - ve atation as much as ossible ~\~A P
1'-0" 5'-0^ 3'-8" 15'-B" 13'-0" 2'-8" 3'-B" 5'-0" 1'-0" 3I
S9oA. Sidewalk Tree Pavement Area Sidewalk e ~ Area ~~\i\~
~r ft Opaque Buffer Detail l/4" /ft 1/z" /ft 1/z" /ft 1/4 / 3 „ - , opaque Canasta
1s Scale 1 - 10 \Av%~~~~~ Pe Easement (To Remai
' r ro ~r,r,~.r~x, i . ,v Ae ,;>\v n Undisturbed w. Town of Fuquay-Varina Ith Natural Ve e
2-1 2" I-2 ~ `~sx, . 3" ABC / The develo er reserves the right to change the exact type of trees and 2,_8» P ,av\~, tatlon as much ~ M~nlmum Bullding Setbacks as possible)
r,.,,.,.^,.faa o„ .nn ahrnba sbnwn hereon fn maintain an nnanue buffer. All chances shall be :~~,~e _ _ _ .
Sub-Grade H~U Curb & Gutter approved in accordance with the torn of Fuquay-Varina and shall be upen space n-4 Development L
reflected on the final construction and landscape plans. Front: 15 feet with no Porch
Buck Johnson Street From Front: 14 feet to the Principal Dwelling if a FEW FLOOD HAZARD STATEMENT ZONED: R-20
S. Main Street to Award Street porch is provided with a minimum Lots shown on this plat are not Ge0 \\V~~ located within the FEMA 100 year rge Ellen length of 113 of the principal dwelling F D. B. 695P. 141
TYPICAL 31 B-B ROAD SECTION provided the garage is a minimum of 20' Flood Hazard Area as shown on g
Not To Scale Side: 6 Feet FEMA map No. 37183CO757 E & 37183CO776 E D. B. 1169, Pg. 294 VA Rear: 20 feet Effective Date: March 3, 1992 B. M. 1962, Pg. 225
-~~,vvvv; 333
Sheet 6 \DATA\LifMC-1519\DETAIL-2,dwg

~
UTILITY DESIGN BY.• 'GN BY.•
1107 DEVELOPMENT CONSULT ~ ' / aaaoooao % T CONSUL G SERVICES, INC. o0o uOAO ~
1401 AVERSBORO ROAD, ~ a m 0o CA oo / TORO ROAD, E 208 00 Rp oo GN MUS j
I ' c ~ n ~ I GARNER NC 27529 P ro o 919 625-0411 27529 ~ 0 0 ~ G • Essl . ~ o° ~ ~ IL I TY ti~
Fuquey I ( verlne FAX [phone] A . ~ . o~ ~ o a I o ~ 2 3437 0 ~ SEAL ~ e ~ F ~
I l1°3 NOTE: zyey All PVC water and sewer mains shall be .Ie ~ a o ~ 023728 J m ~ 0 C] ro
t ~ ~O
w'th tracer wire and tracer fix. ~'sAll] lnstaIled t I sta. Yn+~7,a1 { 2
I a stations, excluding sewer gravity mains. (Lt z.5 POND POND °00~0,1't 000 Q qq D m 0 o These im rovements shall be constructe Z oooh M. g,0 0o P d m accordance n ® ~ 7
1100 I o'` ep~/10100p0®o with the following plans, and the Standard Specifications ~l o of the Town of Fuquay-Varina. The engineer whose seal
~ I .'r y N and signature appear below certifies that the Standard ;n
O 4 j \ .1 4 1~1 0 Specifications of the Town of Fuquay-Varina have been ~ thoroughly checked and are applicable to this particular ~ BEFOR 0
5 NOTE: E YOU DIG! project. Any exceptions to the standard specifications
f Note: applicable are shorn on sheet - of these drawin s. CONTACT ONE-CALL CENTER ~ g 1-800-63 -
A RANT All con uction traffic (including ale a The contractor shat! be responsible for P OPOSBD F1R6 far Co, eY AGLB SPRING GLC home con actors and their suppliers ZONED: 0 & I 2 4949
bef ti waterline upgrades along Buck Johnson 1447 i co I for all 'lo shall-n7~cess protect L Eagle Springs, LLC
• ~ Street from US Hw 401 to Award Street I y from Buck nson Street only. 1 and northward along Award Street to I w I I Gr enway path o connect to path No co structlon traf~i~hall access ' D. B. 10173, Pg. 2177 Date Engineer ~ _ -
1 1¢f6 ' I lori. ~ ins ]led in Eag Springs, ]o ation etc. Eagle Springs Subdly s w I to addressed n construct on lens ro~ect from Phillips Pointe Subdivision, B. M. 2000. Pg. 1624
I p P r---
3 , T
~~w / ~ I d. POND G~~?a,Y path to connect to path
~ ~ 75 i installed in Eagle Springs, location etc... ~ ' Primary Open Space to be addressed on construction laps
II , P 101,803 sq. ft.
VICINITY MAP I ~ Wands Area
No Scale • I o Waterline Plan For o.57 Ac. i a'''i \ ~ ~ POND
~ _
n li / nwa es oil ee ar _ - r r ~ ~ eenwa Patti G~
e o G~ I a e I~ ~ i ®
~ i Wake Count , NC I ~ ~ Area / ~
TOWl'15111 y I Install lverslon t h Middle Creek p ~ ~ ti Picnic 16 ~ Tables lnverl
i _ ~ Date. 03-10-04 ~ ee~ a al ) e9 , 7 t • _ ~ Scale.l 50 I ~ ~ ~ ebo 4vertlor \ /
~ Zoned: R-4 ~ ~ 9e ~ P.I.N. 0656.04-92-7401, 0656.04-92-8455 ~ ~ - - o'~uu~q~ ~ ~ 66 65 Inlet V 65 rap = ~y z 64 ~ my out = sas.
0666.03-02-1879, 0666.03-02-2824 & 0666.03 02 2471 0000 CAR q~e e 0 ~ 0 e s~ ~ 67 za Common Green
04`x• ° ~ ~ •4~SIt)'•,~ I i Ex: SSMH Se ~ - , ! 43, 929 s . ft.
~ . o e 9 ~ Con ucte 9 • ~ 7+ 0.8 ~ ~ ~ Install o •r ~ ta. t p M -1 Cha nel 1 ~ , ! H tall 3.75 W x 8 x Y8` ~~_9 „
100 ~ , 4 +C . e ~ Z 6g SS I 0 50 3BAL I ( (Lt 3.00') Sta. I C. e - C ss B Rl Ra Playground 7yble ~ sta. e+oo.oo Install 4.5'x' x 9'L x 18" P P~ ~ , ~p , Lt 5,00' H ~ ,
GRAPHIC SCALE ' ~ e I ~ HYDRANT SSDIH-12/ / ~ ~ - 'pa-tor~at~ 8~ i ~ t ~ Class B Rip-Ra ____~_~,1 ti ~ P„
• ` ~ , ~ o '.''0 ° ~ Sfa. 7 D/ i ` 4. ~ ~ ~ Dlssipator (d 50 ~ 8 ) ~c a~rement (Typical) ti--`-`~~ once ~ ro
I PREPARED o p ~ Y - ewa d \ ~ ---N ~ ~
o ~ / ~ Sgt m~ ss 'E'R \
I ; ~ - / PPpP evisAd 06-17-0! SSMH 1 / Charleston rive ~ 45 e = ~ ~ 173
IONAL LAND SURVEYOR, P.A. Revised o~-ee-o4 sta. 1 5. ~ . `CB-~4 PROFESS I , ~ ~ ply - , -9
Revised 07-~-04 / ' ~ ~c~ / ~ _ Box T30, An ler, N.C. 27501 / - P F7R$ AYDRANr 20' - _ r ~ aiha 1
98 De of Street, P.O. g Revised ot1-04-04 ~ ~ ~ _ P I / ~ ~ / - _ Rc!vised oe-o9-o ~ 5 / / - - s~ _ ~9~ Be a nt ~ SSAfH-1 _ 'Q J~
919 639-2602 (FAX) _ 19 639-2133 J 4 e • / 9 ( Ren~aed Od ) o ( ~ (l tam .t)8--- ~ ~ s ~ Note:
Reviaed; o~-oe-o4 ~ e ,r' Revised: 11-15-04 ~ i, i ~ ~ T b The contractor shall be re sibla. for - ~ waterline upgrades along ek Johnson ~ ~
Revised: 01-13-05 ' 7U ~ ' ~ ~4 56 57 \ Street from US Hwy 401 to Award Street ~
Revised 06-09-05 , Owner Developer ~ ~4 58 ~ Revised: 01-Z/-08j 59 \ ~ and northward along Award Street to 59 80 Eagle Springs Subdivisio . 1
C ' ; ~ / men t Co. Inc. 61 8 63 45
& Develo rd Real t p on & Wa Ste hens ,Y P ~ ~
- NC 2752ti-1108 [phone] ~ ssMH-I4 - P. 0. Box 1108, Fuquay Varlna, j ill~Aree ~ - -
~ Sfa. 1+11.00 ~ / - 71 (Lt 5.00'1 ~ ~ ~ _ 4 r Pp 'five / -7
6OST/NG L'" II}&1 !G B6 Rl!>rl/t>0 / Sta. ?+15.00 w / (Lt 5.00') 43 q / ~
w A NSfI a Pil" AND ILL FROY fi 2 LQYB SHALL BB Q1>OMr~ll7 THB NCI e' Lf1~ ~ B v
tp SHALL ffi oAl~ A? Si1CH A MAII9i9R At31D 4 171 ~ ~ 6 ~
O TBE TAB AI S6RVIC8 I~VTERIRUf~K ~ ~ o ~ ° w ~ 53 ro /
I ~ ~ I o~D:cB z NE ~ ~ , 2 ~ W 51 ~ a~
7z ~ m ~ 54 S~abdivlsion ~ ~ w i- a S. L. Lane IATER ~ ~ W v \ 50 49 ~ j ~ ro
7B "ti I ~ ~PR71PtTSED~ d ~ Install Silt Feace B. M. 1045. ~ 0 B6 CED B A a q / ~ a I ~
NEII a lslC 1?AT1SR MAIN w ~ I FIR6 HYDRANT ~ ~ ~ See Detail Sheet B ~ ~ ~ - - - - ~ - ~ , ~ 47 42 a°
I y ~ Future Curb and Cutte hater Valve ~ _ ~ ~ _ - ~ ~ p . ~
Ex. SSMH (T.YP•) ~ - fa. 0+17.7 - I ~ ~ _ i S ~ ~ ~s; ~
~ (Rt 1.61')-~ _ _ ~ i ,1 ~ b ~ _ ~ ~i PROPO58D ~ ~ "ti - - ~
~ ~ ~ ~ _ _ e 1IATRR ~o sEn r--.~-~ s S Ri ~ ( I q - I
b "~i1Ck...J ~ - . !b" RCP .---~ct1 W ~ SAN, SE116R BUC1~~111~ ~ ~ s ~ 4 170 ~ o ~ son Str -
v ~ ~ ,y AWL 1~ on q ~ IJ ~ - s_ _ _ ee ~ ~ 6p"~'ubli ` y PRO 1fA B ~ JO 0 Ex. SSAfH 'ti ~ c~ky ~ ~ ~ ALL l lNt ~
~ s : a ;s ,n?' I r c- 5 enc~` a Sidow ~w DIP wL Rim Elev. = 371.42'1 ~4 N ' . s _ - Inv In = 3 ~ ~
Im •V ~ \ \ ~ 1 ~ t ~ ~ - - - - - Ex. SSMN~ i - Inv Out - 3 .22' 1
i 4 I $Ydr4nt 5'S 1 x ,5fa; R~14'l,fifl ~ ~ N 4 - R S
' ~ _ - - ie 1!h Brent Rr. ~ ~ x K -PlIOCO ~ 6rlettng A'xGNeO ~ ~ ~ S . 3+1 d.1 Tempor J' (Lt 5.89') J~ Ii Ire l~gdrent Future Curb and C~i t r I/ater l0rbere F t 0 50' 1 c11s A ea SSAIfI-0 - - 0 4f w ti t~ ..L ~ - _ z ~ ~ Q p Q SShcl Doghouse) ~ ttj ~ o
~ Q Be Relocated) and Sidewalk ~ ( ~ SP x ~ C % ~ ~ ~ S 4+1.3.1 x 2 S a. .R+77. - Sta. I2rB9. ~I I ~ p
b I ` ( 1.72'J 3 m TAPS F M THE e" l1ATBR LINE 511A11 l~. 12" RCP ~ 5 ,q~ g" ~1rg AND \ Mfr b Removed - NOTE: ~ t 3. B8 ~ ~ (Rt 12.25 J i 1 ~ I O ~ Sta. ~ N ~ fem ore;/ T 10+ iB. 2 I ti ~
I N61? ea EXTENDS PTO TH6 g 6 ~ ilpoi Area B (Lt 5.00) ~ ~ ~ ,A,
• - Temporar Spoils rea HALL B8 DON13. IN SUCH A MANNER AS 117 ~ ~ I THE TrRS'br saRV1cE INTERRi1P17GN ZONED. R ~5 ~ ~ p to be fie to ed for ~ 7 6 x ~ >I 9 40 I 169
~ ~ E`drith D. PoweU~ _ ~ ~ optimum u and draineBe. i ~ ' ~ R \ 10 ~ 1 ~ I b / \ - a
D. B. 8711, Pa. 2701 ~ ~ ~ 24 ~ ~ / y ~ / y`I
\ a , o i
_ 4~ ~ i ~ a~ ' / a ~ ~I
o ~ / ~ ~ ~ ~ ~ 12 e w
a ~ a 22
- I / ~ 21 , 23 20 i ~ For Positive I~ Drama e ~ ~ 1
.I I i ~ ti ~ j 18 / g ~ ~ ~
17 ~ ro 15 14 ~ I
r- ~ ~ ~ - - / i i / j ~ / ~ m
a . Utility Ecsem ~ ~ ~ ~ r~~ / 168 1 ~ 1 3 0
L NOTES: ~ I7 ~o - GENERA _ - o ~ ZONED: R*16 - - - _ / - i BD \ / a ~ ~
D BY q ~ - 1. ALL UTILITIES SHALL BE DESIGNED AND SEALS ~ pow[ ~ - ~ 13 I fxisl~i gg C ru b and
DURING HE D. a eli7, PE ~ r1, u A NORTH CAROLINA REGISTERED ENGINEER O _ - CB-1 r ~ { / ~
U CTION REVIEW PROCESS - CONSTR ~ P-18 \ ~ r B _ Cb-15 _ _ :lot;
ALL XISTING ~ _ - 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ~ PROPf>~ - 5 Bai9ting Fire a I T----.__ ~ 1~ stet Valve nt
QI 1- 5 .fi : ti - BE RESPONS.tBLE FOR ANY D MACE 'b ~ ~ _ ~ ~ , ~ - _ UTILITIES, AND SHALL ~ , s~MH 4 _ _
~ e Sta. 2+17.52 " CALL UTILITY LOCA7~10 1 ~ _ / ~ ~ ~SrlrNG 8" wAThR LING 50' R I -
ESULTING FROM HIS ACTIVITIES. ~ p R - - - _ R ~ t .oo ~ / _ - i ~ ~ (R 5 ) ~ SSMH 3A, ~ _ ~ ~ 4 Sta. 0+(li.~l 26 ! Sle. 2+,'G. !0 ~ ~ ~ _ ~ aailwood Drive SE ~ a
SERVICE 48 HOURS PRIOR TO EXCAVATION 5 J Ste. 1±fi~J tTfl ~5ff d6(v " w - -~xla~l n~f ~kewafk
RUCTION AND MATERIALS SHALL BE IN ACCORDANCE ~ r (Rt 5.00 27 Rt~.oO') 3. ALL CONST / 5 / m -VARINA STANDARDS AND SPECIFICATIONS. / 28 ~ ( R .00' - - - ~ SSMH-i
KITH THE TOWN OF FUQUAY a ~ C g 1_.. ~ 0 Sta. _ Do house ~ . ' -mil g
GRAPHICAL INFORMATION AS PER WAI(B COUNTY. ~ o ~L- ~ ~ 31 4. TOPO ~ _ ~ ~ , _ 31 ('Rt 5.00) 1~ h Staff+77.99 33 0 of (Rt 5.O9yL ~
U5T BE RECEIVED 5. APPROVAL OF FINAL CONSTRUCTION PLAN X ~ s ~ ~ _ ~ ! f _ _ _ r- ~ - r-- 4 \ Z ~ ~ /
I OF FU UAY-VARINA AND/OR / FROM THE TOWN Q s ~ t _ / y 34 ~ ~ ~ ~ ~ ~ 36 37
TOR -20t ~ ~ ~ _ ~ WAKE COUNTY LAND DEVELOPMENT ADMINISTRA ZONd~D: R ! / ssM~ ` l u - _ ~ 167 166 j o W \ i'
Geo Perry° ~ ' ° BEFORE OBTAINMENT OF GRADING PERMIT 1'j° srs 1 +05.00 ~ ~ No ~ ~ ~ 1 \
D. B. 5,~0, Pg. 1 ~ POSED , , i ~ i ~ ~ ~ ONSTRUCTION ENTRANCE SHALL BE NOTED AND SHO!!N Gv~uvD (Rt 3~')-' ~ 20 Dr . B. THE C B. M. If/il, Pg. 4 II-OFF ~ ~ ~e8e aselnt' t ~ r.~~ .i Q
STRUCTION PLANS, WITH APPROPRIATE SIGNAGE ON THE CON ' 15' 0 a ~ \ .fir. 1 \ \
STREET. I f _ _ - ( p qua Lori AT THE INTERSECTION OF 401 AND BUCK JOFNSON ~ - ape Easeme>ot i 1 \ tn~E
/ ~ ~ ~ ~ , ~ Remain U ~ NOTE: ~ ndi nrbed frith N ~ a rff'et&t,n e,. - _ Contractor shall nnnault rlnraly will, lhn r.,rre
mrrrr nnAWIN(: L~' TFIF. PROPERTY OF / / ~ I ~ 1
\ 43 `nom as Postble
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A / ) -j Department (Jeff Johnson) and the.iYater ZONED: R-20 De Part rent for water main improvements on
NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN gpmgp: R-20 AND IS / Z / / \ / r ~L'urtfi E. Perry George Ilen Award Street and Buck Johnson Street.
A PART WITHOUT PERMISSION. X G A E. 695, Pg. 141
To , - / / IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS N B. Y , Pg. Perry 06 \ D. E. 1169, Pg. 94 E. M. 1962, Pg. ZZ6-,-
RETURNED UPON REQUEST. D. / / / D. A ems, .2639 \
333
IDATA`LWAC 1081 WATER. ft Sheet 7

i~
1107 ~ j,
42 b \ ~m I ~ II MUS SON T
~ o ~ Fuquay I I oooaoo o 1 G~ CO 000 000 ~ / J~ I L I T Y N,t`
Varina I I ` I 1103 ~ 00o CAIN °oo ~ piQ 0 o ~l o I 0 ~
z~sy NOTE: All construction traffic includin 0 0; •~ESSIo., ~ o ~ J F ~ o ~ ~ o rp y o 00 O c~ Cj, o
home contractors and their suppliers
1 C for all lots sha 11 access protect e SEAL J O ~ o : 023728 4 ~ _ _ J W ? Z -1
llao ~ from Buck Johnson Street only. POND o Q ~ ~ POND ~ ~ ~ ° 0 0 ~y ° ^ D O C' O Z ^ ~.i
I I , oti No construction traffic shall access .r N tip' I ~ ! ro'ect from Philli s Pointe Subdivision. `J o,~, .,.~yGINE~:: w o ~ ti o oo~°j e'~oo° p~
o ~ N ~I P J P of bo ~ o h o o ~ °°o M. R o°° ~ ~ _ _ _ b
o~ N a o ~Qnuoooua9° lti ti
~ b~ - BEFORE YOU DIG! ~
1 CONTACT ONE-CA1.~T, CENTER ~
1447 be f~, p ~ I I 1-b00-632-4949 ZONED: 0 & I
E Eagle Springs, LLC
/415 I I D D. B. 10173, Pg. 2177 _
~ 1 Evergreen Tree (Typ.) (Example: Leyland C}~ ress \ ~ ; ~ P ) B. M. 2000. Pg. 1624
ti , ~ I ~Evergteen Sl;rub (Typ.) xample; HoNy) / -
I u i I -
u 0 0 'a 0 0 0 _ ' I _ -
~ r I P' u ~ I Shade Tree (Typ.) A Greenwa at t
o l I Examples Red Ma 1 POND y p h o connect to path installed in Eagle Springs, ]oration etc... Primary Open Space to be addressed on construction laps I ~
VICINITY MAP p ~ / ~ ~ I I~ P ~I
No Scale p,, 1 FI wer Beds ~ ~'~,~,{ands Area with Mo I w ( nkeygrass 101,824 sg. ft.
G a Ornamental Shrub (Typ.) ~ ~ 0.57 Ac. r dIn and Landsca e Plan For n I g A oo / _ a _ _ _ - ~ ~ ~ ~ POND
Example: Azeala Reserved $y Owner , I ~ J~
• n AREA _ _ - - - ro - _ , ;
e ~ a e o ar es on ; I p 80 39,°62 sq, ft. _ . i ©0000 °0000 Gre nwa 1' _ , i - - ~ ~ '
fl - _ , . i,u , ~ . ~ Barbeque = ~ _ ~1 ~ ~ / Area ~ '
~ / - Middle Creek Townshl yYake Count , NC I , ~ y - 15 ~ ' Gazebo
_ _ _ Instal] DJVerslo itch ~ Scale: l 50 Date: 09 09 04 ~ ~ ~ - - 6 f-(See Detail he~) ~5e Invert f A Overflow II ~
P.LN, 0658,04-92-7401, 0658.04 92 8455 Zoned: R-4 ~ v, ~ Picnic Comoro ~__-j- Inlet I Picnic n Green Area _
a' I e 0666.03-02-1879, 0888,03-02-2624 & 0688.03-02-2471 A ~ / / Tables oooau ~ 83 QODp4~ 00°000 M ~ 82 Tables ~ Top = 9872 ~ ~ 43, 929 S(]. ft. Inv Out = 383.85
0o g CA$O oo ' s o , 9{ / t'r;nstrnctF,r` , , - - r. - _ _ _
oa~~S lr~e ~ 0 0 E5S j°°°, ~ o ~'hanne] ~1 ;Install _Install 3 i~ ~~1~. f ,8'L Y ~8 D Playground Picnic v;
0 50 100 0 ~ a° p~ 0~ ° o ~ m 81 - - I CI. 'lass I~" Rlp-Rap Table ' h2stall 4.5'Yl' i 9' " L x~ 18 p
- o ~ 4 , f , o ~ A Orn ental ~e (Tj - - _ _ ~ _ - SEAL ~ ^ ~ Exa le: Do woo ee _ 6 --=-111 rnnr~r~rc sc~~s , I P One 2 Caliper Street , 0~---~13~1j3a~rit-(~~~~ --Tree_per Lot (Typ.J 'ro y ~ (.'IdsS Il~~ l~lp-leap
L-2645 t - _ ° o o ° o ~ ~ o ~ . ~ ° ° ~ - _ < - _ _ _ _ 4' utllry ~ ---r 4 v Il,.ti~,ti~ipat~~r (,l,~o - 1~") r r •col ~ _ - ~
~ ` ° PREPARED BY a •9~d / o su o° ~ - ---a ~ ~ ~ _ ; _
a do I oo'1p °°°d...°°°° ~tioo ; 80 v,L I o b o I ~ ~ ~ , - o ~ A$ ~J
00 ~Jh ig o a' Chb ° M. T Charleston Drive ~ y ~ ~ ~ 73 45 Public R~iY -
°0P°eoo ~ PROFESSIONAL LAND SURVEYOR, P.A. ! a , / ~ - ct~ ~ _ _ /~o~`' ~ ~ ~ P- < < ~ -
I'r - ° ° 98 De of Street, P.O. Box 730, An ier, N. C. 27501 ' ~ ' ° a ° ~ 20' ~ ~ e1~~~e se nt ~
P ~ ~ - _ ~ \ _ 04 1\
[phone] (919) 639-602 (FAX) Revised: 11-15-04 i _ ~ - Holly Shrub to~arl~ ~ ~ - ~ _ 53 Buffer 6' Property Line
Revised: 12-01-04 ~ rs 79
e Owllel° Develo~el• 4 63 s ~-I / s2 s 3ti 1 ~ ~+ti ~s i ~ ~ ' ~ ~ ~
61 59 58 ~ ~ ~ 1
Ste henson & ~'ar Re Dev - ~ 1 d alt Bc elo ment Co. Inc. ~ P y P ~ l ~ ~ , 1 ~ -1 56 ~ 52 - - - ~
P. 0. Box 1108 Fu ua -Varina NC 275,26-1108 919 552-1157 ° I ~ - - ' ~ 55 ~ Q- - -
a ~ ~ t Fi11,Area 54 ~ - - _ -
3 00 7 For Pdsiti've ~.i ~ Draiga~e
~ ~ 8 ~ ~ ~ p ~ ° w
q ~i 4l ~ / % e ~ ~ °
O i , ~ a ~ ~ ~I ~ ~ I 51 ~ ~
' o ~ - ----65 ~ ~ ~ a 66 ZONED: CH ~ ~ ~ _ 67 ~ 71 v ~ 1 ro ~
S. L. Lane SubdJVislon ~ , ~ w~ ° _ o W ~ ~ ~ 69 ~ ~
B. M. 1945. Pg. 76 ~ "'ro i I 4v --_77--- w 70 ~ 71 a a, I ~ 7z - a
InstaN Silt Fenc w ro 9 I~ 2' _ ~ 73 74 ~ ~ ro ~ ; 75 76 ° o-~ - - -
y, ~ (See Detail Sheet h ~ N B ° 50 b
Future Cvrb ~ I ~ ~ _ and Cutter ~ - - ~ I I ~ _ _ - r p ~ ~ _
~ _~a,, ~ _ - - ~ ° ° ` . T - ~ - . T. r__ _ _ ~ 2 ~
- - - - - - B a ~ - ~ a
^1 ~ \ _ _ Q1 PP Y.f - ` ° _ s~ - - ~ ( I ~
q ~v ~ Buck „ ~ - _i- - Buck d6hns ~ - - - Jo12nS0 To Be OIl ~ ~ ° -e ~ to ide 1 Q ` e ~ 70 '^I ~ _..T-- - _ d6hnson Str ` 1- --Cg ete S_ida~6a _ _ - 49 O I ~1
- _ , n Street W a , ° ° 50+ P ~ abbe-11 , . _9 O ro
Z'onciele"5~ w _ - - , y~- ~ b b _ _ ~ - -
~ --12 -R6P--_ _ _ _ - - ~ ~d~ - - - << ° - ° ~ A ~ ~
,,y _ Future x R Curb an orar ~ j d Glitter / ~ Temp - ! ` ~ - ti I x ~ ° ° ~ ~ , , I _ _ ~ _ ~
x end Sidewalk ~ Soils Area ~ - - - I w~~pd
~ l~ I ~ t'Q 3 ~ XP x x 3 4 ~ ~ ° I E:. 12" RCP 5 ' _ ~ ~ 1 0~ _ - I ~
(To Be Removed ~ 6 7 ~ o a, , x k M 48 ~ N ~
v ~ ~ . NOTE: 8 1 2 I 8 , ~ Tfmpor ry B 7' Y ~ i ~ S oils A ea ~ .a ~ 9 z~ z z ° B 0 ~
Tem orar of Area ZONED. R-15 ~ t~ p fi y be eld Gated for 10 ~ , I ~ 11 ~ 69
Edrith D. Powel! - ~ o optimum .and drainage. 12 I b 13 14 ~ ~ a
~ D. B. 8911, Pg. 2701 ~ O I d+ ~ ~ \ 5
w ~ 47 Evergreen Tree' p I' ~'9 p ° i Screen (Typ; f ~
~ I •h i ~ ~ i
I~ a~ ~ , i I , Q
~ ~v - 28 27 Fill Area
I . ro ~ 26 25 ~ ~ a ~ go ~ 8 24 23 ~ ~t For Positive Drama 370
~ 3 g'IB ~ 22 ° 9~ 21 ge 46 i I 21
~I p 20 _ a, ~ i ~o ~ ~
• a~ , _ ~ ~ ~ ~ 17 _ _ - h I i . _ 3se 16 15 m I
1 ZONED: R-15 ~ ~ ~ ° ~ ° r~ ~ ~ / 1 1 , ~ ~ 68
Rex Powell ~ 1 , ° ~ ~ w i _ _ _
D, B. 857, Pg. 33 ro I ~ _ ° 1 i , ~ 1 1 I
' q oti Dr • ~ ~ 7 _ , ° ~ I Fx~sting Curb and ~ ~ l ~ ~ ~ t ~i - - i ~ ~ i ~ ~uNer (rYP•J
o _ _ I 1 ~ - = _ - _ ` - - a " - -
5. - QY ( ~ - e , co -1 -
_ _ e - o , ti - _ , ; , w , ~ ~ w
_ 1 3~6 ~ ~o _
~ 382 ~ 7 a _ ~ ~ - - - - Q ood Drive . z ° -
1 gel 9 r 3 r" 68 gB - -
29 33 3 - 3 ~ 35 I fxisti ibli 'd5w~Idewalk 06 r~'~ _ - - 3 w - _ - - - - -
36 9, 0' 36 BA 2 ~ - - _ ~ _ ' - q ~ _
B- W ~ 9 0 ~ ~ 96 m ~
~9 ~ 4 1 ~
ZONED: R-20 - -e- ~ i - _ 42 , 43 ~ 5~ ro 44
Geor e Perr / ~ -L- .i... - " ~ 3' ~i e--. -e- 0 66
D. B. 6350, Pg. 14 / ~ _.g. i ~ B. M. 1994, Pt. 465 Holly Shrub to mark ~ - 20' Dralna e _ ~~OI1S'tl'11 te~ ~
/ " Buffer ®Property Line (Tye,) asemellt ~hd1111e1
/ i 15' THIS DRAyY1NG IS THE PROPERTY OF ~ OPaque Landsc ~ $
/ ~ ~ aPe Easement - ~I'a,. h neat quo - - - ~ ..Remain ~
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. / i ~ i ~ Und' turbed w' ~ ~ ~ ' - Ith Netural Ve~af~f;`;,.. _
d Nn LC NnT Tn RF° RFFR~n1If'F'n ~R (°~PIFI? fN itl'Ht7l.F (7R 1N i i ~ i
ZONED: R-20~ muck as possi le
Z01~ PART WITHOUT PERMISSION, Z Curtis E. Perr ZONED: R 20 ~ ) Ho Shrub to mark
IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE T Gec Annie M. Perr George Ellen -Buffet ® Property Line T
RETURNED UPON REQUEST. Y D. B. B. M. 1999, Pg. 06 D. B. D. B. 695, Pg. 141 D. B. 1169, Pg. 294
i i D. B. 8245, Pg. 263.9 - B. M. B. M. 1962, Pg. 2251
333
DATA \LWMC-1519,GRADE. dwg Sheet 8

i
1107
2 ~i ~5 4 ~
R° w Fuquay ~ I 1
jU3 Varina
1 I ti<<;y
~L
1e ti
I 1100 ti
ti a~0
4Q I N roo
I ~ o ti ~ ~ o N o ~°o VN
1
I ~ TP,~ . 0
~ ~P ~'8r\Co ~6 ZONED: 0 & 1
1447 4ett ~ E; I o. i D. Eagle Springs, LLC D. B. 10173, Pg. 2177
I R D. M. 2000. Pg. 1624
1415 I
I ~ i y
A
VICINITY MAP i~
No Scale A
I Primary Open Space
II / _1 117,226 sq. ft.
I l l W ands Area
rehminar 0 en S ace Subdlvlslor~ II P y P P v.57 Ac. ~ I / /
Overall Landsca !n II A ~
I II Reserved B Owner y
III i ~ - - - AREA / e ~ 0 ! ~
II p 39,062 s . ft. Overflow 1 "RCP
II 9 Middle Creek Township Wake County, NC lnlef Invert Oul ~
' - - 5 0666.03-02-1879 II PIN s: 0656.04-92-7401, 0656.04 92 845 , I I Com Common Green Area
0666.03-02-2624 0666.03-02-2471 ' II 50, 071 sq. ft.
-4 Scale: 1 " = 50' Date: 10-13-03 83 Zon ed. R I / II 02
I I
50 100 / 0 II 81 One 2" L'aliper Street Tree er Lot 1' \
GRAPHIC SCALE I I P (yP J ~ ~ 73
II - - ~ '
PREPARED BY pppp0000Ap° - ~ II ° -
o°° ca °°°o STANCIL & ASSOCIATES i ° - ` ° - - _
o° $ RO o I I / o - °o `S L oo I 80 / . ~ o° 04.~°'°SS°°°°. 1 °o PROI'ESSIONAL LAND SURVEY.'OR, P.A. I ~ ~ ° _ Holly Sht'u~ to mark °
1 ° ° ~E IQ . o I ~ N q ° e a y o Chi ° ~ q ° 0 98 Depot Street, P.O. Box 730, Angier, N.C. 27501 CI a~ ° ~ _ Charlesto ~ Butter ®Pr erty Line (Typ.) n Drive 45 Public °
o ° SEAL ~ ° o - FAX I ~ ° ° [phone] [phone] ( ) ti R/W
j o L-2845 ° b - - ~ ° ° d , I I ~ - _ _ ° . ° °
a °°9 o Owner/Developer II ° ° \ ~ _
°°~su b ° °4° III / ° ~
~ ae Ste b enson & Ward Deal t ~ 7s h 5° P y ro M. z1 - - - II ~ / 72
~ opp & Develo ment Co. Inc. II ~ s4 s3 p I / sz 61 '1 60 ~
I P. D. Box 1108, Fuquay-Yarina, NC 27526-1108 [phone] II 59 58 ~
~ II ° 57 56 ° ~ 55
REVISED 01-05-04 II ° 52 m 54 ~
~ REVISED 02-06-04 ZONED: CII II v
REVISED 02-27-04 S. L. Lane Subditi~ision II I ~
' ~ - B, M. 1945. P . 76 I I \ REVISL'D 01-13 05 g 78 ~ W
III s ° "V I /
~ I I ~ b I ~ 71 ~ 51 ~
~ 65 66 67 ^ I a~ II b ~ q
~ ro II 4 68 i ~ ° 69 s I III 69 70 ~ 71 N
b ~ ~ ° 72 73 74 75 7 ~ I
I v II I , I I 77 .o I A I I I 25 6 ~ ° -o*----
i „ I 22.0' h B-B ° ro 50 a,
v I~--- ~ I IIB-B i a
~ - - °
1 ° ° a _ _ _ - - - _ B-B p
a - ° _ _ 1 _ -a BU ~ , ck Johnson S ° - ~ I q ° ~ 4 70 ,o ° ,"m
I ~ - ` ~ treet \ Buck Johnso - ° ; ° ° ~ I °et ,
' I ~ n Street 40' ° - ° - ° R/W 50' p ° ° ° 49 ti ublic R/W 3 - b ~ Sanitary Sewer E - ~ I ~ ~ N
` _ ° - _ - - one ° ~ _ asernent inside R W - _ I ~ ~ ~ ~
o a- - - _ _ I ' - - _ _ _ ° I ~ ~ N a
i / i
~ 3 4 - _ IWm•go
I 5 6 ~~a~ 4s , w loam
I 7 ZONED: R-15 8 I N 8 27 ~ ~
I Edrith D. Powell 1 2 s B_ o .a w 10 ° 69 I ~
~ D. B. 8711, Pg. 2701 11 12 a,
° 1 ~ 14 p I b 'nn~ •h 'ti "'1
A 47 I Evergreen Tree p I
q ~~Screea (Typ.) ti
I ~ I/ v (See Sheet 9) ~ I ~ ~
Uj ~ I ~ 2a z7 2s ti
~a 23 ~ ~ a 22 21 46
a ° 21 ° 20 19
v ~ a 18 17 I 16 15 I
I 0 ~ ~ ~ I i _ a 68 I
~ Q ° - _ 27
I ° k 45
ZONED: R-15 i~ ~ ~a ° - RS N I ° _ _ _ - -0 I
Rex Powell Q 'b D. B. 857 P . 33 Q o` _ QUaIlWOOd , g ~ ~ Drive 45' ° ° ~ - ~
o - ° Public RAW I ~ - ° ° ° 4 Existing Curb and Gulfer (Typ,) ° - -
- ° - ° - - -
a~ - ° - _ . I ~ - N -f-- °
~ v, - N
~ 30 b 31 32 o - ~ Quaiiwood Drive 50 R iY _ ° ,
~ 2g 33 34 _ ° - x s 1611 d5W~lk/ewalk _
~ ° 35 WOODS ~ ! _ _ 36 36
37 38 a~ 9 I a,
40 a a 41 I ~ ~ ~
I - 42 43 44 q ~
-e--. _ o ~ ~ . Appr ~
-f'- e- _ Tre o ro ~
ZONED: R-20 ~ a ~~~e M N W -9- 87 66
~ 20' Draina George Perry ge Easement . -
I ~ D. B. 6350, Pg. 14 15 Opaque Land
I B. M. 1994, Pg. 465 ~ scape Easement (To , went -s`..._._~ - _ (To Remain " _ Undisturbed w
ith Natural f'e e
i r g tation Ac
WOODS ( ..iuc r! ZONED: R-20 as possible)___j - _ - -
/ ZONED: R-20 Z Ge George Ellen
/ Curtis E. Perry Holly Shrub to mark A B. 695, Pg. 141 Butler ® Property Line (Typ.)
/ Annie M. Perry A 1 D. B. 1169, Pg. 294
B. M. 1999, Pg. 06 D. D B. M B. M. 1962, Pg. 225 WOODS
D. B. 8246, Pg. 2639 333
Sheet 9
1DATA`LWMC-15191LANDSCAPING.dwg
i

i
~ ppp9pBt°°p0 L ~
These improvemen s shall b 1, ~ Treatment IIV e men s shall be constructed in accordance o°e~® CAR °°®o° ~ / ~
_ _ _ ~N loP with the following pleas, an 1107 ~ _10_~ ;1 S of the Town of Fuquay-Va ~i grin lens and the Standard S ecifications o ~ o ~ g P P ao 4, if oo ~ ~ f Fu ua - 'na. The en ineer whose seal 0 0 SS ~ o 9 Y g e° " Q~E 10 i
~3 ~ and signature appear brlow appear brlow rtifiea that the ~Standar e ~ e m
tit m ~ ~ ~ Width Varies c ~ Specifications of the Town c ~ ~ c thoroughly checked and are of the Town of Fuq.uay-Norma have en o SEAL ~ ~eked and are applicable to this pa ocular 023728 ~ o '
• Fuquey I Detail project. Any exceptions to t xceptions to the standa~d~-specifications 4 ~ ° 47
varlna I Constructed Trapezoidal Drainway shown on shl 11p3 applicable are ,eysy I (No Scele) shown on sheet - of these drawings, o 4• g o o"F' ••~'GINE~;•' wo
' ~
( Date h M. ~o o°o ~p ~ Engineer °00P° Up 00 pppp°9
~e 0
!!oo i b
pti ?f ti I t~
~ N N I r o N ~ POND
k ~ I I
5 \a
~ ~ h,e eke Co ~6 ZONED: ZONED; 0 & I
~n~ Ea le S ~ 14ar c co I ~ P Eagle Springs, LLC ~ _ _ _ ~
D. B. 1017 D. B. 10173, Pg. 2177 ~
~ I B. M. 2001 1415 ~ 1 B. M, 2000, Pg, I624
I r ~
ti I m / --~i
r--- Note: I
I ietlands to be mar. I POND to be marked ~j POND Greenway path to connect to path / '
I 75 clearly in field with n field with orange installed in Eagle Springs, ]ocafaon etc,,.
, tree protection feat tection fencin . Primary Open Space to be addressed on construction plans g 124, 000 sq. ft. POND
- VICINITY MAP I X X ~ ~ v' v' Contractor to avoid y,~ ~ ar to avoid impacting • „ POND
No Scale I ~ ~ ~ ` ~ wetlands. ~
~ ~ X i ti~ Stormwater Outfalls For ~ I
a ~
es on I ~~~~x - a a r e laeo I I ~ \ J i
I ~ Install Divpcrsion Dit h \ C I l ~~'ake Count , N ' LS-3 ~ la G /
Middle Creek Townshi Y (See D tail Shee k P went „ , _ I I Eas Eas went
. Date. 02-17 06 e ~ 7 Scale.l 50 Overflow ve Out = 367.49 Inlet
- - O1 0658.04-92-8455 Zoned: R-4 ; e ~ P.LN 0656.04 92 74 , Top = 987.2 5 64 ~ lnv Out = 983.86
- ~esauooo I ~ 66 CB 5 5 0666.03-02-1879, 0666.03-02-2624 & 0666.03 02-2471 00® o00o I
~ C~O oo I ' ~ ~ : , 67 o° `S if °oo I r>~ ~ k , ' i _ _ o° 04 ~ ' 5S I ~ u i i
° ; ~ 4E !o'~. a ; S ~ Con tructe . o ~ . 9 m o r . ~ ~ / o nstaI! g ; 4 9 ~ a ~ x 'x 68 / Cho ne] #1 `;o ~ ~ o nstaI! 3.75 iY x 8 x Y8 ~ \ PD D ~ N
0 50 100 e ~ a' SEAL ~ ' m /4L ~ _ ~ ~ C C ss B Rip Rap L ~ „ \
° L-2845 b ~ ® ~ - 4 L e ~ ° ~ 0 - = GRAPHIC SCALE o 'e ~ o I /gg % 1---~ ~ _ -
°o q~' o I - 4' UNIH}`Eosement (Typical) - - - ~ LS-4
ABED BY ®®o ~ ' ~ ti~ o° ~ /~4 PREP o ofj,, ae °o ~ ~ /e° ~ / , ~
°o® `~l 'Cis ~ S13 ~ ~i / ~ a0 A0 ~ ~ 69 / ~ ~ L C I
®oe oina0 ~ /tip / / 4 Chi I i Charleston Drive-------~_ ~ a ~ ~ 173 45 Public \ R/11 1.
PROFESSIONAL LAND SURVEYOR, P.A. , / '`C'B~4 - d
I 7 ~ \ ~ 1 ~ \ d~ ~
'er N. C, 27501 ~ i ~ ~ Box 730 An 1 98 Depot Street, P.D. , ~ / _ - ~ -s ~ I _ J \ - 4 ~ ~
919 639-2133 919 639-2602 (FAX) ~ ~ ~ / ~ ~ / -1' - ~ Existing -
~ ~ S illwa ~ ~ ~ p Y \
i / 70 56 \ \ Channel
I C ~ 57 / I i 58 59 ~ 1 59 ~
Ownex' Develo er P s 1 60 61 ~ ~ 8 63 45 ~ ~ 3
4" C Develo men t Co, Inc. rd Real t & s~ 2 enson & N'a Ste h P
y I P I_ 0. Box 1108 Fu ua -Yarina, NC 2 7526-1 1 08 [phone] cons uetlon ~ / \
p' Q ~ Easernrut ~ ~ 0 71 / w /
0~ , ; \ I ~ ~ / 2 , 55 / q / \ 43
~ / B ~ /
~ i 4 ~ 171 ~ 6 ~
I' O L ~ w
ZONED: CIl ~ ~ I ~ ~ ~ 53 \ ~ „ ~ _ 52 ~ I - ~ ~ ~ ~ S1 S a
ne Subdlvl on I \ S. L. La ~ Nr ~ 72 ~ 54 B. M. 1946. Pg. ~ w b p ~ 50 49 ro
I~ ~ 0. / i / ~ ~ / b
Install Silt Fence Future Curb ~ I29' - I _ - - - - ~ ~ ~ _ l. (See Detail SheetT and Cutter ~ ~ ~ ~ ~ 47 42 q i ro
N I ~ 2 ,
I - - ter- ~ - - - - - B ~
b - _ ~ ® ' ~ ~ ~ ~ _ - e, - - - - a 170 5 s , 5 ti. 41 o
~ ~ Buck a . !b" BcP w Euck~,/~so 7ahnso Street o , n ~g ~ ~ ~ son Str ~
" 50'~ o ro
_ - I i i ~
.y Y.. ~ _ ` - ~ I ~ ~N~ a - • ~ _ a~
p I a ' 1 ~ _ r--- X X X - 1 r ~ _ _ - ~ I W ,p o
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Anhre, \ M. Pg. ~ D. D. B. 1169, Pg. 94
B. M. 19 g. 06 \ A M. 1962, Pg. 221_
/ \ \ / / D. B. 825, ~ .2639 \ 333
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WE?LANt)SAP1f~.~ ORtI 4VETlANDSANDSTOlZ ATERBRANCN ~ Wetlands COUl'S2S These improvemen s shall be ec cted Tra ezoidal Channel i ~ '`~:y,~Treatment ,iii% a with the followin fans, and ti Constru p ~ _ _ =iii, X04 g P its shall be constructed in accordance °°o c~ oo° tai Disturbed Al'ea in Project =~9T0 Acres = j ~ tandard S ecificatlons o° `S~ R~ °o i plans, and the S p ° 4, h ° ~ ;
1107 I -111=iu- ;1 $ Course Bearing Distance of the Town of Fuquey- 'na. = 0.4)(8.19)(1.61) = 5.27 cl's 3 t ua - 'na. The en ineer whose seal o° 0 .•'~ESSj'•., •~°o Area includes road right of way, 15 constrtletion / N ~Sj
Qze ( , , and signature appear below 42 Bottom Width (W) = 8 ft. n = 0.03 I Width Varies L-1 S 71°08'07" W 218.73 C n - - ° Specifications of the Town of F leer below tifies that the Stander o '~y; o hm1t, Spo11S~S, Constructed drainways, ~ l G ~LITY Nit` ~ J P p the Town of Fuq.uay-Varina have en o sEAL o and sediment filter basins:- ~'p
P ~ w Channel Depth - 0.5 ft. - L 2 S 441133" W 81.18' thoroughly checked and are ap; e ~ ~ 'd and are applicable to this pa ocular o 023728 I ~ ~ T
Fu ua ° 3:1 side slopes Velocity - 3.39 fps I \ Detail q y L-3 S 50°IO 20 W 68.96' _ I Tra ezoidal Drainwa project, Any exceptions to the Varina 5,0~ Long, slope Flow Depth - 0.18 ft. Constructed p 3' L-4 S 42°45'10" W 54.49' applicable are shown an sheet - ~tions to the standa~'d-specifications o o NOTE: ~ J o J, m et of these drawin s. °o 4.' o° C.i~ ~ ~ O awn on she _ g ° ,~g° It is the grading contractors responsibility ~Q- ~ q
tlp3 2 Approx. 70 LF -NAG S75 Staple D I ~ (No Scale) L-5 S 33°56'11 ° W 41.84' o°Pj e{°o ~ ~ to keep all disturbed soils withm the 9.0 Ac. ~ ~ Z
787 Ex. 5'SMH - 0°33'18" W 23.0T L6 NO _ °°oh M. ~t°o°° designated as construction limits. -r Q o ~
T _yds - sf I Sta. 10+37.24 L-7 N 32°05'59" E 91.15' T -(62.4)(0.18)(0.05) 0.56 p (Lt 2.58) Date Engineer oooooauaooooo Z i ~ ~ ~
le Permissible Shear Stress = 0.80 psf grass \ L-8 N 44°23'38" E 59.34' It is the rading contractors responsibility ~ I ~ ~ o g ~ ~
1180 I ~ L-9 N 42°19'05" E 71.47' ti L-10 N 30°18'52" E 53.39' to have the a ropriate utility companies Pp b
~o Constructed Trapezoidal Channel #2 I N ti _ ~ ~ L-I1 N ~1°37'4G" 1; GD•08' UTILITY DESIGN BY: locate an under round utilities before .Y ~ UEVELUPMENT CUNSUL9'1NG SERVICES, INC. proceeding with construction. ~ ~ ~
1 s Qze = (U.4)(8.19)(6.~~) - 18.4 rls- POND ~ , BEFORE YOU DIG. 1401 AVERSBORO ROAD, SUITE 206 CONTACT ONE-CALL CENTEK ~
p,~ $ Dof,tom IYidth (}Y) = IG ft. i, - 0.03 I ~ 0 Channel Depth = 0.5 ft. NOTE: 1 1 GARNER, NC 27529 NOTE: -800-632-4949
4 p 3:1 side slopes velocity = 3.88 fps ~ All con action traffic (including 919 625-0411 , 1 ( ) r Construction Easements shown
~$ke 69 3.5x Long. slope Flow Depth = 0.29 ft. P OPOSED FIRE HYDRANT home con actors and their suppliers ZONED: 0 0 & I FAX [phone] Tempora y ZONED ( ) hereon were used to compute the disturbed - _
k8ra ~ A rox. 40 LF -NAG S75 Staple D BY AGLE SPRINGS LLC 1447 "tr pp far all '1o sha ccess project Eagle Sprml I nl . 1 Ea le S rm s, LLC g P g area for the protect. All disturbed areas are
AUG 2 0 20 5 = from Buck nson Street o y D. B. 10173, T yds 0. Gr enway path 'o connect to path D. B. 10173, Pg. 2177 o. P .1624 to be within said easement limits. _ B. M. 200 g
- .29 0.035 = 0,63 sF I I No construction traall access B• M. zooo• P, 1 5 T -(62,4)(0 ) - p I ~ ins lied in Eag e Springs, 1o atlon etc, ` NR•WpTERgUA ITY Permissible Shear Stress - 1.55 psf (NAG 575) y I to addressed n construct on plans project from Phillips Pointe Subdiv~slon. I !
MN+ATE BRANCtI I ,
~ ~ ~ N 89 51 tat ~ - - _ - i~ N 89 51 42 E 967.69 (To ) 690,85 ~ / - ~
ARD STAThMENT - - - FEMA FLOOD HAZ a 193.so' ~ 7.23' Lots shown on this plat are not I ~ , i
'thin the FEMA 100 er~z 5 located m Y j ~ 'ti u, A POND Greenway path to connect to path I i installed in Eagle Springs, location etc...
Flood Hazard Area as shown on I ~ i~ ~ FEMA map No. 3718300757E & 3718300778E pI % ti ~ °o ~ - Primary Open Space to be addressed on construction plans
1 , VICINITY MAP Effective Date: March 3, 1992 I 101,426 sq. ft. ub fitted for Review: 08-06-04 i Da to S m I
' ~ ~ Wetlands Area No Scale I p Reserved By Owner ~ .57 Ac. ~ l POND 5z• Drivewa Permit A proval: 12-08-04
I ~ 0 For i / _ ~i;e ,Y P
Erosion Control Plan AREA ; I ~ ti~ / % ~ ~ ~ 52.2 - - ~2 n 39,082 s ; ft. i / ~ _ _ - pat - ~ ~g ~ .C.D.O.T, A roval: ro ~ 15' rat - a , N PP -1 1 5 pa ~ ~ o o + `S~4
~ q ~ - - Greenwa eenwa Sediment & Erosion Approval: ~ I~ yl
ar es on 1 aeo a e I i I i y.i Barbegue NOTL''; _ 0 4 ~ ~
t :~C A Install Diversion itch ~ ~ 88.4 Area '°o. „ „ ~ , This is a Preliminary Plan until letters of 15 'Invert t 20
Wake Coun 3 Middle Creek Townshl Y I ~y p See-Detail Sh et ~ ( ~ e~ 65 ,10 ~4 e Gazebo a roval are received from the above a envies OverfloA w
" . .Date: 03-10-04 0~• 83 ionic Seal e: l 50 I i e~ 2 Tables N ~ 5 ~cnic _r~~ PP Inlet Tables Common Green Area and the dates of receipt noted hereon. To - 387.2 ~ P I R }9
Zoned: R-4 , / s P.LN. 0656.04-92-7401, 0656.04-92-8455 0 b ~ CB 5 oa!!aa r ~ m ar !nv Out = 383.85 ~ ® 43,929 sq. ft. v~,
0o aae e 666.03-02-1879 0666.03-02-2624 & 0666.03-02-2 ~ o00 o0o I s~ ~ 83 ~ ~ o00 ~ (:ARO o00 i ~ ~ i'~ gg 3A 82 ro - _ c ~ Road
o `t L _ ~ o~ • ^;e,°~'', ~ ~ 6 N 'x. S'SMII Sa` ~ COnStrUCte~ 0 0 ~~,~.510 ~ o o ~ ~ ~ w ~ Install 3.
~ o ~ o o ~ , 9 a ~ ,sta. 7+11.03 p / SSMH-I1: Channel #1 ~o Vital] 3.75'W x 8'L `x 1S"D Playground Picnic ssMH-s „ Typical Sign Bement
0 50 ,100 ° •=Q4• 9~ ; o (Lt 3.00) ~ y 81 Sta. 3+0 io--- - ~ I CIaSS ° SEAL . o I 0:60 I 0.' _ ~Iissi Class "B" Ri -Ra Table Sta. 8+00.0o Install 4.5~~W~~x 9 L x 18 P p, ~ o , ~ (Lt 5.00) Class B Ri -Ra 1 No Scale --~Iissipa#ai__( =___ti~ o ro P p, Note:
C SCALE ° _ P POSED 0 ) I 6 ~ p GRAPRI , o I FI HYDRANT y/ p6 SSMH-12/ {~'S ~ - - _ o issi a for d - 6 ~ ' ' _ o ~ P D P ( 5p - ) ' o A 10 x 70 Sight riangle takes q v ~ ° recedence over si easement.
o ro / 9 / Sta. o s ~ o _ o cra r -~47 4' Utilasemenl T five! ~ YP J I M P g
PREPARED BY SC ti ° o A9' .0 JO 0~ o00 ~ / ER qJ 000 , Sa oo ~ / g~ A ~ w \ P ~ B-6, ~
o~ Tl o / $0 AN• 00 oo ~ S Chary . E ER ~ 73 Charleston rw - - m
oa aauaop0o ti ROp' ~ /a e - ~ , Y _ e 45 Publi c - `9l _ w
P.A. Revised: 05-17-04 i ~ ~S'SMH 1 _ _ FESSIONAL LAND SURVEYOR, _ ; • . sta. 1 5. ~ 5 GCB-4 _ - PRO Revised: t15-28 04 A 17 I y~ Lt 5 0' 1 ~ ---438 ~1 _ PltoPOS ' M P110POS.ED FIRE HiQI ~ --J, 98 0 0 72 +~">~'24 E 447.30' ~
Revised: 07-22-04 I I ( ~ n , X4:31 - eet P.O. Box 730, An ler, N. C. 27501 : os-o4-o4 ~ 9 / 54~ 98 Depot Str Revised , o• ~ g _ ~ _ 34,31 _ ~ ~ase nt ~ o ~ _
- FA `r Revised. 8- I y ~ 5 ~ i a _ _ SSMH-10 ~--54:a+- s ~ ote; ~4~48. - ; t~ ~ N _ ,
639-2133 919 639 2602 ( ) Revised: 018 23-0 , ~ 919 ( ~ ~ 4' ( ~ o ~ . Revised: 119-08- 4 ~A' 4 p• ~ (Lt 5. - ~ ~ \ The contractor shall be re nsiblg for- _ (Lt 5.00') a`~' - ~ ~ \ rades alon B ck Johnson ~ waterline upg g
Revised: ?1-10-04 e A`~ 79 ti ~ ` i'~ H O1 to Award Street ~ Street from US wy 4
Revised: rl1-13-05 j ~ / ~ in Revised: 03-02-05 ~ / ` 64 63 a 62 ~ 61 ~ \ @~. ~ and northward along Award Street to ~ n h
- - ~ y ~ ~ o ~ 80 Revised: U5 02 05 ~ I 4 b 0~ Q Qj" Revised: t1B-27-05 / ~ y ~ °j 60 ~ ~ \ ~ ~ ~ ~ Eagle Springs Subdivisio . ~ 58 ~ 5 ' ~ ~ (L 52 ~ ~ - - -
Owner Devel ~ P ' e :117-18-0 Revt d ~ 1, C / / Y 84 ~ o ~5 ~ 3 m
& De vel o rn en t Co., n c. a7' ~ son & Ward Real t Ste hen y P ~ ~ - ~ " ~ 54 ~ F~i1l,Area o
P 1 CB-2 SSMH-14 Fu ua -Varina NC 27526-1108 [phone] coast action ~ - " o' ' s3.zz' P. 0. Box 1108, q y Easement Sta. 1+11.00 4 54,81' S4. ' For Pox~tive • °
p t~ (Lt 5.00) 4 ~ 7.38 5 .58 31 54.31 ' 54.31 5 j Drajn e SSMH-7 _ w ~ 4.31' 54.31 ~ ~ Sta. 9+16.00 = .11' 97.84' ~
EXISTING 2" 1?ATER AWN TO BE REPL9CFD BY I tk ' i ' ~ ~ 5 .78' S .88' 5 .90' " w ~ ~ A NEII 8 PVC AND ALLTAPS FROM THE 2" t ~ ~ ~ ~ ~o ~ 2 ' 5 .90' S ,9 , 54.33 54.31' 54.3 ' (Lt 6.00') y i ~ 0 51.95' ~ " l 54.33' ~ 51.5 48.8 51.35 87.78' " ~ ~ 51 I~
I1NE SHALL BE EX7'BNDED TO THE NEIf E" IJNE - - i ~ 'p ~i B w ~ ~ m.~ B i ~ , .Qa' ~ ~ 71 ~ E,.6[.x/' N k ~
CA AND SHALL BE DONE DY SUCH A JfANIVBR AS TO ~ ~ I I m A _
i ~ J o ~ 88.25 5 66 m 67 ~ i ED: CN ~ : w w ~ m m 68 - ~ ~ b ~ ~ ~ i ~ w R q, ~ I ~
I ZON ~ ;w ~ - - _ _ ° ~ ti ~ a ~ ~ •0 a 69 / o ~ I S. L. Lane Subdivision v ~ A ~ ~ ~ a h o / o c 69 ; 70 " ~ I a ~ n ro 71 ~ 72 ~ . ~ 99.72 ro
~ ~ E'r- h 77 ~ ~ n B. M. 194b. 1'g. 78 ~ ro u ~ W v ~ ~ °p
~ q I u re q ~ --PROPOSED Future Curb w ro I ~ ~ v °j FIRE HYDRANT ~ ti ~ ° ~ 7 ~ 76 ~ ~ ~ o-~+n- , " ° o c ° 0 4 50 _ a 4 m ~o p I i~
Install Silt Feace and Cutter 1;Xf51?NG B" (PATER MAIN - ~ ~O v ~ _ ~ - - - o"~s--nr--- ~ ~ I 1, (See Detail Sheet) B; ~pI,pCED BY A m ~ M
1 ~ ~ p ~ r~ , r 39- - 54:8b- Ex. SSMH NEIP M" PVC LINE ~ ~ ~ s x-28. N--,aO:IFi ~ - a ~ N I /
Sta• 0+17.81 ~ ~ _ - Watea• I ~ ~'9~ o -53.93' 7. (Rt 1.12) ai ~ - - ~ ~5,~ p~ t, - - PROPOS , ~ B ~
- - - - - - -_e~ ze - - - °g & ~ - - - - - 9 ~ 101.74 ctl 0 -54r0~_ 3. -58-21- - -~z ~r Q,
b ~ ~ w m - _ ~ _ ,L,,,- w m 4 I \`NEII 8" (PATER MAIN o ~ \ I _ _ ROP D ti" P~ ~ ~ - _ S~.}3 O 7a I ~ ~ ~
° W - w ~ 15" RCP i, W SAN k~6hnson h w __.8t~lc Aso Street vy • _Ex• St. -J6hnson Stree o ro ~ Ex. SSMH ~ ~
y ~ _ _ - „ a.-~ a A ~ ~ , ~ ~E ~r'~ , -p: - ~ , ~ „ 44,38 ---69~b3= -548- ancr e ~ ew 54'-,1,u PROPOSED " PV HATE B INSTALL 1 JOINT ~ > hh~j' - Dip lYL m Rim Elev. = 37L42 I cq
, _ r_ ~ ENLR ~ - - Inv In = 3B .40 I ~ I ~ ~ 3' Setrer--Easenie t ...,,r ~ 1 - - Inv Out = 38 .22 I ~ ~ N ~ lnsl ~ ~ ~ ~
~ eA Ftre ~z RCP . , 19' 39.58 ~ - - - - - - - Ex. S H' -66:FIB,! - pI~ Hydrant Existin ~q. X x m ~ II Sta. .8~----- i -66:08/ -G@:-01 _ - ~ SAN. $EpER - A p 0 va ~
~ B x m I 4 --PROPU,S'ED _ a ~ - _ x. SSMH y ~ ~ \ Existing - Aater Meters Existing Fire Hydrant Temporary o N (Lt 5. 9) FIRE yyD -RROPOS'ED -~:03~ - ~ - - ~ - - SSMH-8 104.11' q •q °o FIRE HYD~ / '451 ~ Do house I W 0 ~
~ Fire Hydrant Future Curb and Gutter S' 89°54'02"E ta. 3+47. B Spoils Area x O
' To Be Relocated) and 5' Sidewalk p Rt 16.97') g x x m 3 ~ 4 y, / 5z.s4' A ~ ta. 4+13. 0 5 ~ ~ / S a. 9+75.82 - ~ - _ W ' Rt 12.25) ~ ~ I N 1 ~ o , (Lt 3.88) p TelnXp or ry 7 Sta. 10±78.5 ~ a ~
I meat o s m o ~ ' stall 20' x 50' x 8"D Drainage Ease ~ ~ Rt 0.85) o ro ~ a 7 In ~ I (To Be Acquired) w ~ ~ NOTE: o a 8 " ~ ~ n ` ~ ~ file A ea B (Lt 5.00) r p ~
No••'•57 lYashed Stone of ED: R-15 ~ ~ rn 1 °j ZON ~ , Temporary Construction Ex. 12" RCP ti ~ 1 2 Temporary pods rea ~ ~ / a~ 8 ~ ~ 9 ~ o zSpO z z 48 V i o i ~ ~ m ~ I 69 % 10 o, ~r ~ I ro a
I anbe Pad drith D. Powell`,, (To Be Removed a ~ Entr W p to be field oc ted for i ~ o ~ 11 0 12 ~ ro ~ ~ 100.13' ~ ~ ~ ~ 13 _ 14
~ (See Detall~Sheet) % D. B; 8711, Pg. 2701 _ .o R a optimum u and drainage. r i _ - Q I w ~
- , ~ 89.38' 61.34' 52.58' S8.0T 54.31 ' ~ ti ~ : ~h V 55.22' ~ ~ o ~ ~ 89.38 61,34' 58.39' 55.81' 84,74 55,6¢';' 58 ' t~ ~ ~ 47 q
~ 0. 5'4.74' 54. .09, ; rh ~ o : ~ / 5 ~ , 58.09' ~ t, " ~ V m ~ Rf 58,01' ~ 4 ~ 54.74' 54.74' 57.03' , 71 ' ~ , ~ e W
f' m , 4.74 ~ ~0 / / ~ 54, 74 59.25' q o-- ~ - - -
~ a ~ l ~ / ~ 54.74' 54.83' 53.84 52 ~ 108.18
~i - a 28 ~ 27 ~ o j' ~ 26 2 o i ~ o i Fill Are~r _ 55.29' .18 ~ ~ R, ~ 81.50 ~ , ~ I ~ o ~ / For Positive ~ I ~
o m ~ ~ 24 ~ 0 23 ' I \ a ~ 22 o Drama e o m o 46 y E~ ~ ~ g ~ ~ ~ . I 0 0 ~
~ / o ~ 21 ~ o h 0 2 j o .q a ~ ~ , h ~ 0 2U o lg b - ~ I a
N R! + - / ~ o 0 17 ~ 1fi 15 ° y ~ w° ~ ~ I
~ , s 39:x' - _ / / ~ ~ ~ o~ Ito.zp 68
I a ---58~: 4 U}ilify Fosemen GENERAL NOTES. ~ ~ l ~:--5~;~ , rryP!~a~ - _ osED -54.,74.. F~ BDP ~ ~ °j ~ ~ M - ~ BUPOSED ~ ~ ' _ B ~ ~ I
`i ZONED: R-15 4:7.4±. , ~4 I HYDRAN I >f i i ~ ~ - - ~1 3 ~45 ~ ; . '--64. , i ~ ~ ~ N-~ ~ -13 ~ I Existipg Curb and
TIES SHALL BE DESIGNED AND SEALED BY Powell ~ a ~ N ~ 1. ALL UTILI Rex ~ ~ 85 58 48 IP 880.42 , ~ I - .~7 h ~ ' _ ~ butter T - ~ .~a- ~ - - - I / ~ YA~J ~
ORTH CAROLINA REGISTERED ENGINEER DURING fiHE D. B. e57, Pg. 33 ~ Q, Qua wood Dr'de AN a 45',1'ublic R CB-17~- ~ a'8 s - s `~a= - .s~' o = :fist; P-18 CB-15 ~ - -
CONSTRUCTION REVIEW PROCESS w w ; ~ - 0 P-15 _ - _ Existing Fire H ant _ _ 0 ~ ~-14 - ater Valve
OF ALL XISTING ~ ~ 43:~ ~o RACTOR SHALL VERIFY THE LOCATION ~ ~ PROPOSED ti - - ,
RESPONSIBLE FOR ANY DAMAGE , FIRS -xxna~T ~ ' ~-~z.~ UTILITIES, AND SHALL BE o b - SSMH-4 - .L ~ : , ~ -=~a.oe-_ , / ~ h EXISITING B 1fATER LINE _ 50 R I9 I ~ - - -
IVITIES, CALL UTILITY LOCATION ~ ~ e ! Sta. 2+17.52 / - . ~ ' ' -f 5ar99' RESULTING FROM HIS ACT 0 0 R Rt 5.00') ~ ~ SSMH-3A..' - _ ----t ilwood Drive ~ PROP. SAN. SEIYER Qua 2,90'-
IOR TO EXCAVATION. ~ ~ ~ ~ o+ 5.4 ~ sta. z+~5.o0 ~ ~ sld SERVICE 48 HOURS PR ~ sta. 0 30 --.g5 6~--. - 0 ~ x s n 5' Sidewalk _ _ _
ALS SHALL BE IN ACCORDANCE ~ a (Rt 5.00 0 ~ ;31 (Rt ~.oo) ~ sta. 3. ALL CONSTRUCTION AND MATER( 32 ~ Rt Sta. 4 f bs~.UO - - CB -44-"'e -r -R~99' .09= - -~0 - Rt 5.00 n ° SSMH-1
m d l o o ( FU UAY-VARINA STANDARDS AND SPECIFICATIONS. 29 ~ o / 0 33 0 3,4 35 ; WITH THE TOWN OF Q a ~ I o ~ o o ~ a ~ 0 36 , ( ) s SSMH-2 P~OPO~SE~ - / ~ Sta. 7~3il:BB°- - - - Doghouse)
ti a o° d ~ 37 0 0 ~ - y Sta. 9+77.99 0 38 (Rt 5.00) N p Rt 5. / ~
4, TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. 90 / D ~ ~ ~ - _ ti o 0 -1 / ~ - ° 39 N ( ~ o d a o ~ ~ % /
5. APPROVAL OF FINAL CONSTRUCTION PLAN MUST BE RECEIVE I B - ~ ~ w o o--- ~ ~ 0 41 v, - " CB-g - ' o o q 42 ~ \ 43 44 67 ~ , _ _ $ _ ~ o a " ° ~ fi6
U UA - 25.7' ~ / -._.L Y-VARINA AND OR - - - ~ ' ~ FROM THE TOWN OF F Q / - / i , 82.5B' ~ - _ I ~ _ 0 ~ ° ~
WAKE COUNTY LAND DEVELOPMENT ADMINISTRATOR ZONED: R-20 5z,oo' S,z.oo' 1.._ 52.00' b2. ~ p' , l ~ a oa Ma Index For Villa e of Charleston 333
George Perry j ssMH-~ - - _ BEFORE OBTAINMENT OF GRADING PERMIT ~ - Sta. 1 +05.00 / / 52.00;' 52, 00' , D. B. 8350, Pg. 14 ~ PROPOSED , - ' ~ - ' j ~ _ , 52.00 Constructe ~ P g ~ , _ - ~ , - ~ ~ 1 0 52.00' hanneI - ~ ~ Award Street .
6. THE CONSTRUCTION ENTRANCE SHALL BE NOTED AND SHOWN s" cv,AtvD (Rt S.QO}_ ~ - 20 Draina e \ 5z• B. M. 1994, Pg. 4850 z,~BLOIf_OI~' ~ ~ ~ g aseme ~t N 85°~8'4 °W lO2i , 2 ~A T- ~ 0 g5°,o4 00 ~ 5s.za' ~ ~ US Hwy. 401 Widening 1-A
ON THE CONSTRUCTION PLANS, WITH APPROPRIATE SIGNAGE ,15 O a , ~ NOT : ~ P que Lan~~~a e "8' 1026.22' (Total 44.•0 ' ) ~ 4s,ao'- - Buck Johnson. Street . 2
ON STREET. ~ ' _ - ~ P Easement AT THE INTERSECTION OF 401 AND BUCK JOHNS ~ , - sheet onl . e. 'his fat is a cons ruction Ian cove y ~ ent ~ 5zo5 _ _sei?9. e ~ , Buck Johnson Street . 2-A main Undis urbed wit ~
/ P P . ~ ~ / ~ ~ for to G.S.47-3 as amended and Is \ h Natural Ve et Charleston Drive . 3 \ g atlo ~ as much as n.,~~;r,?_ ~ punilwnnd Drive 4
THIS DRA191NG IS THE PROPERTY OF / / , , I~ do,es nt c n m \ ~
ZONED R-20
/ STANCIL & ASSOCIATES, PROFESSIONAL LAND SURYEYOR P.A. ZONED: R-20 this 1 a t the George "Ellen Detail Sheet . 5
AND IS NOT TO BE REPRODUCE riot intended for dales or recoro~ation.\ ; ZOr shown may r ma not re sent actual lob y Y P Detail Sheet . 6 D. B. 695, Pg. 141
PART WITHOUT PERMISSION. --Curtis D OR COPIED IN WHOLE OR IN / Due to, the ,genet lized nature p , Gec Annie, M. Perry Perry E. E lot 1 out. D. B. or fin a] Pg o al lot D. B. Waterline Plan 7 D. B. 1169, Pg. \294 8 Grading Plan
IS T0, $k B. M. l e Re er to~ record~'d subdivision plats f IT IS NOT TO BE USED ON ANY OTHER PROJECT AND i - dimensions and" acreages. B. M. B. M. 1962, Pg. 22 ~ I g Landscaping Plan 9
RETURNED UPON REQUEST. ; ' ; D. B. 824e, Pg. 2639
`DATA\LWMC-1519\COVER. dwg

SEP ~ ~ 2005 ~ 1 ~g 1
R - 4VA?~R nl
~ ,y,irb~~ 1 Fw~ri 1 ~C,1 ~ ~~:r~~ ~
1107 Constructed Tra ezoida P 1 Channel #1 A TY ~
~ 42 p -4^lATER~ ~ ANC4' QBh = (o,4)(B.19)(I,B1) = 5.27 rfs \q~ Treatment ~~II% a Wetlan is T sA psio~~ ds Courses
=III=1Jf= j~li S~cp These im rovem 4VE ~ w Bottom width (w) = B ft. n = 0.03 q;l P en s shall be Fuquay o Channel Depth = 0.5 ft. ~I ('W) Course Rearin with the following plans, and !en s shall be constructed in accordance pppppp00BODOpa ng plans, and the Standard Specifications o0o CA oo ~
~ Ilistance Varina of ihR T 1103 3:1 side slopes Velocity = 3.39 f s ~ width Varies L-1 S 71°OB' Own of Furlnl+y-'~nrn} Furlney ?~nrna, TI1P B(1 1 'S~ RO °oo otal Disturbed Area - -
5.0% Lon sloe P I 1 07' w 218.73' end signature appear below 2y g• P Flow Depth - 0,18 ft. I ~ Detail L-2 S 44°11'33" w gl, Specifications By Approx. 70 LF -NAG S75 Staple D Constructed Tra a Is' of the Town of ear Belo ~ I1fPr whnFO 4n>il 0 ~S' if oo In Project -~9:0 ACreS PP w tifies that the Standar o~ Q E~sl o
p zoida! Drainway L-3 S 50°1020" w 66,9¢' thoroughly checked and are a the Town of Fu ue -V o° ~ ' 0~ 0~'• ; Area InCltlde8 road rl ~ ~ - 4 Y arena have en ° %4• ;`y ° ght of wa , 15 CO ked and are applicable to R limit, S oil IIStrUCtI01l
T= I No S L-4 S 42°45' project. An e yds ( cale) 10 W 54.49' y exceptions to the Ex. SSMH L-5 S 33°56'11 " w 4 applicable are shown on sheel this a ticula SEAL P s, Constr P r e ~ ° ucted drain ways, ~ ~N MU$j eptions to the standa~,i-specifications ~ 023728 and sediment filter b ~
T =(82.4)(0.18)(0.05) = 0.56 psr Sta, 1.84' 1100 Permissible Shear Stress _ ~ 10+37,24 L-6 N 00°33'18" W • o a~lns-- Cp hown on sheet - of these drawin s, o % l--- J 1L I TY g , ~ o NOTE.• ~ ~ A
- 0.80 psf grass (Lt 2°5¢ 23.07 ti ) L-7 N ° „ 0 0 , LINE ~ ° It is the ra ~ T ~
~o ~0 1 - 32 05 59 E 91,15' y ti Constructed Tra ezoldal C'1 I L B N 442336 E 59• • Date 0o r { o g ding contractors res ~ J F o f be o° ~ U to kee a ponsibility 0 0 o n 0o h o o P 11 disturbed soil V ~ ~ ro
~ N p lannel 2 34 p N a # L-9 N 42°19'0 • R25 =(0.4)(8.19)(5.72) = 18.74 cfs ~ 5 E 71.47 En i R s w1 ~ g Weer o00o M. pppo 1 ' desl note thin the 9, 0 Ac, ~ ~ O uaooppap g d as construction limits, o q
o ~ Bottam I ~ L-10 N 30°1852" E 53.39' ~ width (w) = 16 ft. n = 0.03 L-11 N 3 ° "
Channel De th = 0.5 ~ 13746 E 59,08' g~ P ft. I ~ It is the grading contrac Q ° m tors responsibilit z D
ke 69 3:1 side slopes Velocit ` r o, ~ y = 3. B8 fps ~ POND 1447 'eft 2 U 3.5.E Long, slope Flow Depth = 0,29 ft, ~ NOTE: UTILITY DESIGN to have the a y ~ n ~ BY.• ppropriate utility coma ~ ~ DEYELOPMENT CONSULTING locate any under roun P nles ~ o
~o. pprox. 4o LF -NAG S75 Staple D P OPOSED FIRE HYDRANT All SERVICES g d utilitie I sb ~ 1401 AVERSBORO R NC' proceedln w' efore
BY AGLE SPRINGS LLC con action traffic (includin 1 home con acto ~ r 5 =yds I rs and their su liar 1 OAD, SUITE 206 g 1th construction. ;n GARNER, NC 27529
AU6 2 2005 T = sz.4 o.z9 - ~ ~ for all to s s pp s ZON ( 1( )(0.035) _ o,s3 P-~ a Gr enwa ha~cess pro'ect ED. 0 [phone] BEFORE YOU i ZONED: 0 & 1 NOTE,' DIG.
~ ~ y path ~o connect to path from Buck J Ea ]e Permissible Shear Stress = 1.5.5 psf NAG S75 ~ ins 11ed nSOn Street On 6° S rln ti NR • WqT ( ) in Eagje Springs, 1o ation e NO CO ly' p 6 FAX [phone] CONTACT ONE-CA ~ Eagle Springs, LLC 15' Temporar Cans LL CENTER
nANOS ~UAi,iry y I to addres te, nstruetion tra •C D. B, 10173 ~"~hall access • 1 ANDS ~R6 I sad n construct on plans pro'ect fro .Y tructlon Easements show 1-800-632- ~ D. B, 10173, Pg, 2177 hereon were used to n 4949
J m Phllhps Pointe Subdivision, B• M. 2000. PI FEMA FLOOD HAZARD STATisMENT y compute the disturbed B, M. 2000. Pg, 1824 area for the ro p ,sect. Ali disturbed areas are '
Lots shown on this plat are nat to be within said easemen \ - - - t hmlts.
located within the FEMA 100 yer,r fl ~ 193.60' ~ q ,23° N 89°51'5 Flood Hazard Area as shown on r 5• ~ i N 89°51'42'E 987.89' (Total)
VICINITY MA FEMA map No. 37183C I ~ P 0757E & 371B3C077 p ~ I ~ /
Effective Da 6 E ~ ti / No Scale te• March 3, 1992 / ~ti o 890.85 ~ ' ,ice
l / ~ v / o Erosion I ° A - POND ~
Control _ Plan For I r Reserved B w / W ~ y ner e,•tlands Area Primary 0 en S a Grernway path to connect to ~ ~ ~ P p Ce installed in Ea le S r' Path ~
' r 0. e ~ r AREA , 57 Ac. 101,426 sq. ft. to be addressed o P mgs, location etc.,, n construction plans _
ae o v / ar e s opp o , ll w 39 , . p ,062 sq, ft, iti I Date Submitted fo ~
. Meddle ~ - v ree Townsh,i _ . , 52. ~ • ---~1,9a _ r ~m _ 1;07 _ 5 ;rs r RetiieW: _ Dri OB 06-04 vewa ' _ 51,92..._. 3~, ,y Permit A rov~l • W
» Wak ~ - _ e Co u r / ' - Pa Seal e: l = n t , NC / eenwa PP ~ 12-O6-o4 Pa Ad N. C.D.O.T. A rov
5D y r ~ Gr D _ I n Install Diversion i y-1 P.LN. 0656,04-9 - ate. 03 ~Q- „ tch ~ ;reenwa pp al; POND ~ Sedi
2 7401 04 / 0656.04-92-8455 (See, Detail Sh et ~ 0668.03- - I ~ e4 86.43 Barbeque ment & Erosion A ~rov ro ~ 15' ® PI al. i
02 1879, 0666.03-02-2624 & 06 _ _ Zoned: lZ-4 u q e5 to 66.03 02 2471 w ~ e~ 0 83• ~`e~' Ooooauooao a 9 9 2 Area j~T \ ~ .l ® .o OTE; ~ o 4 , ~ IQ ,~Z9
e 044°4 CA s°°oo I y~ icnic o RO o a ~ ~ e ~cnic \ Gazebo This is a "Preliminar Plan" ~ ,Y until letters of i ° 4
00 4L l oo ro ~ 1 Tables 0 1 ~ x ~ a~ ro CB 5 t Tables approval are received fro 15 ~ ~ ~ Common Green Area ~ m the above a enci • lnVe~+ t
0 50 100 0° ~ °°~~$~g10,° /ji o n N i9 33h ti o ~ ~ 9 0 o Ex. SSMH ~ 8 83 h Qv S and the dates of re g es Overflow i 20' 43 9 c 29 sq, ft. e eipt noted hereon. Inlet ~
b °°'1~ 9 ° O ~ ,lJ tar 7+ 1 ~ ,3 2 ~ - ~ GRAPHIC SCALE ° SEAL ~ = d ~ 11.03 ~ ,2 J-~ w Constr ~ - ° t ° ° I ' (Lt 3.00) ~ b ucte8 ~ r ~i~ - - rte. TOP = 387.2. ~ ~ ~ Inv Out =383.85
o _ P POSED 81 ~ SSMH-11, h Channel #1 ~ Install 3.7 u sta, 3+0 5 Install 3.75'W x R 8 L x 18~ D ® \
HYDRANT i~ `0"" - I ~ PREPARED BY ° o° w ti p6 ~O) - CIaSS Class "B" Ri - ~ Playground P,enic - p Rol;, Table a~, , SSMH-9 Road
o ,l ° , S[.~ ° 1 00° r ro % g~/ ~ SSMH-12/ 5 4 Q, _ ` ~ • 00 0 Poo a 0ti ~o Sta. 7:00 _ 6 iSSlpat~ -~~r~--~ d gg =~6 ~ Sta. B+00 i ~ ~ a •to Insta114. ~
DO DD 6 n" ~ ~ ~ _ o ~ ( „ ,~x 9 L x 18 w T lcal Si Lt 5.00) 5 ~ o ere 'c ..-a 4' u . o ~ Class B Ri - 1• r° •~p gn semen t
PROFESSIONAL LANDS ~oaoooaa 3 RES - o c~B , URVEYOR P. ~ 80 , - ~ ~ E 4 , A. Revised: C5-17-04 A a y 5 i v 47-93= ~~~Evsemenl (Ty ica! ~ b q ~ . p p Ra p ra J ~ Dlssipator (d 5o= 6 Note: No scale t~
98 De Revised: 0 - - ~ S~ pot Street, P,O. Box 7 5 ze o4 i ssMH-1 / RoP• 30, Angler, N. C. 27501 Revised: t~7-22-04 M ~ ~ e - o ro ~ \ o° A 10' a, ~ x 70' Sight rian le takes
Sta.1 5, ~ Charlest~ (919 ti39-2133 _ Revised: ea-o4-D4 I v Lt 5 ' _ - ~ 91 - 5 0' 9 639 2602 Revised: t~ - _ r ~ ~ ( i 7 Charleston Dr ' ~ precedence over si g IVe \ ~a'a\ m g easement. A ~ i
FAX e o9 o CB- 4 ~ 1 ~ ~ 4~, Revised: t~ - - ~ ~ y0• ~ 61 ~ ~ ~ I ~LaB B 23 0 r y/ .yo ~ ~ I , -81:21=~ P1tOPOS~D 1 X45 Public ~ a ' CB-ti ! ~ - -
Revised: 09-08- 4 ~ ~ ~ _.,.4i - 54,31 ~E HXD ~ - a.___ ~ ~ y ~ 24'E 447.30' _ 9 ~ a ~ _
Revised: -p ~ ~ - ~ ~ ~ - ;1-ro 4 Q• Revised: Ol -13-05 ° 9~ ~ 79 / ~ " ~ SSMH-10 73 _ SSMH-10 ~ -5 . ~ e, - - ~ ~
Revised: 03-02-05 ~ ~ ~ ~ ~ ta: 4~1t OW _ ti • ner De vel o er Revised: 05 D2-o5 (Lt 5.00 ) ta: 448. ~---54:~-- 3 0 0`~ Lt 5.00' ~ ~ se nt ° a 72
P _ / p ~ - Ste h e Revised: t'6-27-05 b y~ - y ~ ' 64 63 ( ~ ~ h o ~ s t ~ - - " ~ \ ~ -
A nS~n & Ward Revi d: 17 IB-0 / ~ ~ Real t s• & De ve ~ y 62 .Y 1 o m e P. o. P n t Co. i c ~ ~ 6 ~ ~ Note; t ~ The contrac
Box 1108, Fu ua - Varin t1 C. ~ 1 4 °Y a, NC 27526-1 / 60 108 (919552-1157 co I e~•~y, ~ ~ ~ ~ ~ 60 ~ ~ water • for shall be re \ iisible for line upgrades along B ck Johnson ~ 59 " ~ ~ ~ st
nst action ! CB- ~ 2 SSMH-14 . _ ~ Easenaen# _ reet from US ~ 58 ~ y ~ ~ . , ~ ~ Hw 40 a ~ ~2 . ,Y 1 to Award Street \
I a ~ Sta. 1+11.00 0 %/63 , EXISTING"2" HATER MAIN TO BE REPLACED BY i , 2 ~ 57 h ~t and northward aloe Away S6 (L ~ Eagle Sprin s Subdi~' ' d Street to
A NEII 8 PVC AND ALG •TAPS FROM THE 2" ~ ~v ~ (Lt 5.00) 44 2 y ~ pe ° ~ 57, 36' 54.61 ' LINES N m i` HALL BE EXTENDEII ,TO THE NEIL 6 LIN _ ~ ro 5 .56 54.31 55 ~ ~ 52 ~ g s,o . 1 ~ ~ 3-
AND SHALL BE DONE IN SUCH A Af9NNu`r E - i ~ ~ q 78 o I 2 ' ~ 5 ,q6• 54.31' ~ r ~ AS TO , 'ro 5 .9 54.31 ' FiH.,A~ea a 54 ` ~ m 54'31 ' For Pdg1 ti ve I
i - 6 to }nii i'ti:; inic Gr' uLFsi.(;c' Ilr7ciu?iiF;: 'r'I ti °j B B 5 .80 . I _ q ~ ~ a I i 5 .80 54.31' o ~ 54.3fi' Dra~nR~e SSMH-7 ~ 5 .80 5 54.3 ' ~ - ~ ,
~ ZONED• ti ~ I ~ . cH ~ ~ I J o - - ~ 1.95 1 Sta. 8+15.00 51.5 54.31' _
~ S. L. Lane S ~ w r ~ 88.25 ~ ~ - I ubd~vls~or~ ~ ~ r _ 5 ~ 66 o m 67 ~ 49,8 54,93+ (Lt 5.00J •11' 97.84' 51.35 87.78' ~ ~ ~ ~
~ B. M 1945. P . 78 ti ~ r 2.09' i ti 54.7f' ~ 51 I,"'
„ ro W ~ ~ ~ a - ~ m 68 Install Silt Fence Future Curb ~ q n u r ~ _ _ - - _ _ _ ~ a ~ ~ ° • I 4 ~r ~ ° 69 0 Ex, SSMH ~ See Detail and Gu w ro I PROPO _ - \ w k y m ~
( Sheet) tter EXISTING 8" lIATER MAIN _ ~ ~ c;; SED ~ i ~ ~ Sta, 0t17.¢lI TO Bl REPLACED BY A ~ m HYDRANT ~ < ~ 70 N 71 - - ~ ~ ~ ro ~ ~ W
(Rt 1.12') _ NER 6" PVC LINE N - - - - ~ ~ - ! - / a ~ a ~ 72 ~ b r ~ °j o° ^ 73 e~' i o o~ y v
b ~ _ _ __e~_ e _ I r~ ~ -64.98'-- ~ W N ~ ; o ~ 74 ~ ~ ~ . ~ 99 a I ~ ~ 75 0 4 •72 ro
w X w; y - _ - - - ~ t 7 ~ s 8•' - 54:x- 4 ~ ~ - ro ~i I - ~ • ~ ~ o ti o 76 ~ W o , ~ o ~ o h~ ~ I ~ ~ a 4 m 50 i
~•y~ ~ i-`~.a' - RATER MAIN q - _ , ~ y t \ •q Q~ b o
~ R ~ _ --B ° o ~ r - ROPO D 8" PV - ~ q a ~ ~ ~ SO Street ~ - 4 1 ~ wIATE&-1~1~`E W - ° ~ 7 't52 b ~529~ ~ 0 4 m ro I
v Im ~ _ ~ - - ^ Es. 15" RCP _ ~ ( ,,~0 C - . _ s _ _ I II T EX SAN. SEVER .r... -~f,o , - - - PROPOS I
~ I ~ A Fire - _ BuCk~6h 8` 3. II 'ARE'- B 0 ,-~8~1- g ~ ~ i son"' ~ ' - -,a~:lz r 4~• 101.74 a
~ Hydrant ~2 RCP j-.y. y,;;.. _ ~ °n Stre _ _ e ~ 8aisting - _ Existing g' 39.59' 79` ii 44:38 ~9~-' --•-54-aB= Stree ~ ~ 0 56 o W. ~ q I~ q
encr r Fire H dram Hater Meters Ea' 'I.1 ° 2. • a'Sr \ Y ~sttng Fire Hydrant '3 ~ ~ i'~- ew !k ~ < ~ Future Curb and ~GUtter ~ ~(To Be Relocated) x. SSMH x x x - - - - - y, 3~ ~"15a' ~ 70 0 ~ ~~.-Hy ~ P 49 o i ` ~ ` ROPOSTsD ' PV NATRR-~1 J B I ' ,ti
and 5' SSderalk S 89°54'02"E Tem arsry ~ Ex. S H' , 5 INSTALL 1 JOINT ~ n 0 ~ ~ -56: oe ~ S~r_~s -;~R Ex. SSMH ro
p ta. 3+47. ¢ P ° u II Sta 8 ~ ~6~-- c°D r Install 20' " ~ 52.64' A • Spoils Area y l I x 50 x 6 D , ~ Rt 16.97) x x x (Lt 5. 9') -~OP_O,SED / ~e ll DIP ~ ~ Rim EI - b ~ ~PQSED `~:ol-~ At Jnsf - ~ h ev. - 371.42'I b •Q N
No,~`57 IYashe Drainage Easement ta. 4+1 ~ 3 I d Stone (To Be Ac wired ~ ~ 3. ~ 4 y, FIRE H ' Te~nporaly Construction ZONED, R-15 q 1 w ~ Rt 0.85) o ~ ~ o ~ 8 '~03--_, _ ~ Inv In = 38 , 40' ~ W p ~ _ - ti Inv Out - 38 .22' \ ~ -4e-g1 ~ ~ SAN, ~ I ~ ~i ~2 ~ ~a
° 5 ti Entran5e Pad Ea. 12" R ~ ~ ~ e~ I Edrith D. Powell cP ~ q - NOTE: ^ ° a 6 m SS `1--e - SE 1 ~ S a. 9+75.82 ~--•38:8,?-- B- ~ SSMH-8 104,11' pER v
t (See Defafl Sheet (To Be Removed ~ a ~ ° - D. B; 8711, P. 2 W a s 1 2 7,e q 7 ti 'ti 1~ ; ~ g 701 , ~ ° mporary pails rea ~ i ~ ~ ~ Doghouse o ~ (Lt3.88J i ti-- x S ~ 4~po
~ ~ ~ R to be field ocdted for ~ 8 ~i ~ N p x x w a. 72+8B. I W~ •ti o N Te or h (Rt 12,25 J I ~ 0 ~
~ ~ ~ 89.36' optimum a and draina e. l g ~ I~ ~ ~ ~ ~ ~ 61.34' 52.56' 56,0T i 9 o ~ ry 7' Sta. 10+78.5 ~ ~ O a ti 1 e Spoi s A ea w I N ~ 0 (Lt 5,00 \
4 69.36 ~ g ~ ~ ~ O e 61.34' 58.39 4.31' r , I ~ a x x z B ~ p ~ o ~ 11 0 12 ~ m 48 \ , o .a w
I 55,81' / 54.7 55,?„2 / ` ` ~ ~ 5$.74' 55.64 , ~ o ~ o ~ ~ ~ o~ 1 ~ 14 to I 69 0
~ O ° 56.09'/ 09'~ ~ ~ ~ p Ik 8.13' I ,b
- _ / 4' a ~ ~ 54.7' 50.01 ' ' ~ ti I w ~ 'ti ~r ti ~ ~ ~ 47
_ ~ ~ 28 4 27 i ~ ~ , o / ~ ~ ~ 26 54 74' 57.03' ~ _ m / ti 5 .71' _ ~ ~ 0 i p - - 4.74 \ tY, a ~ ~ ~ ~ /I
~ 2 o i ro o ~ ~ 54.74' 59.25 ~ a y, y i ro ~
j ~ ~ a 23 GENERAL N ~ ~ ~ ~ ~ ~ ~ ~ / Fill Arm , 54.83' 53.84! q ; ~ ' W I I 55.29... 5216, ,p ~ W , For Positive A 4 ID o-•- F--i = -
OTES: ~ ~ ~ - ~ zz ° ~ ^ a ~ ° 21 ~ o l1 S fit, n„ ~ / ' f ' ~ o Dr 8.18 1 o amage \ 61.50' ~ ~ ~
1. ALL UTILITIES S ~ ~ ~ ° ---61. ' h HALL BE DESIGN Z - ~ _ - _ ~ ED AND SEALED BY ~ ONED: R 15 ~ ° 0 2 o I ~ / 0 o i9 ~ ti~ o a 46 ~ ~ o ~ o
A NORTH CAROLINA REGISTERED EN Rex Powell ~ q 5 . 4' UhbtY fas GINEER DURING ~ HE ~ ~ t5 amen (TyPjcol °j ~ o° 18 - ~ ~ I ~%I ~ a o 17 - _ _ ~ 4 • <
CONSTRUCTION REVIEW PROCESS D. B. 857, Pg, 33 4~ ~ , " - ~ 16_
~ ~ 4:,~¢:, .ROPOSED a 2. CONTRACTOR SHALL VERI ~ --'"Qua ' ' ~4• % 1~ Hrrf 'OSED ~ o~ / ~ m ~ YD M \ ~ ~ r7 ~
~ R'00(I N 85 5 FY THE LOCATION OF ~ ~ D ~ ~ s • ~ --~4. ° ALL XISTING ~ W w ~ rive 4a ao,42 ~ UTILITIES, AND SHALL BE RESPON ~ ~ i ~ ~ 7' ila~ 68 ~ I 1 ~ B o ~
SIBLE FOR ANY DAMAGE ~ ~ ~ 43.~~.: 45'~public R RESULTING FROM HIS ACTIVITIES ~w CB-17. _ , 1 ~ ~ ~ I
. CAL ` ro 1 PROPOSED -53:0 ~ L UTILITY LOCATIO o 'b i r ~E-~me~T ~ SERVICE 48 HOU ~ ~ ~ ~ t; h 1 p I P-18 - I Existin Cur ~ 9 band
RS PRIOR TO EXCAVATION, ~ ~ ~ SSMH-4 ~ 5 . ~=-5z~ 3. ALL CONSTRUCTION AND a o ~ sta. z+r7,5z / _ - ° o CB-15 ~ II II ~ 3 - - - ~ ~uifer (ryP,~ ~ •z~--~ s - I o
MATERIALS SHALL BE IN ACCORDANC = ~ v (Rt 5.00) ~ ,i ~ " oe-_. E ~D_ WITH THE TOWN OF FUQUAY-VA a sta. 0+05.4 ~ ssMH-3A -z i ~ ti 0' ~'8-14 ry _ - aisti A,
RINA STANDARDS AND SPECIFICATIO ~ (Rt 5,00' 0 30 ~ 53;99' 4. TOPOGRAPHICAL NS, 0 31 sta, z+~5.o0 ~ , ~z>e - ~ ExisU~gg Fire H ater Velve ant
INFORMATION AS PER WAKE COUNT ~ (Rt oo' ~ ~52;g6L ~
5° APPROVAL OF FIN ~ ~ a ~ o ~ ~ C ~ ~ St AL CONSTRUCTION PLAN MUS a, o ~ ~ 0 3 a, 4+s3-Uo ~ oo' 0 3 T BE RECEIVED g 0 ~ ~ 0 3,4~ / ~ , -3 / - ~ 6XISITING 8" !Yp - -ga;o~ - _ AT6R LING Sta, 4 f ~37I0 - ' PROP. SAN. SEIFER 50 r R
FROM THE TOWN OF ~ o (Rt x.00 FUQUAY-VARINA AND/OR ~ 0 0 0 35 ) (Rt 5.00) --~.ea-- _ 5 00 4 ood Drive
WAKE COUNTY LAND DEVELOP _ B o - MENT ADMINIST --1- - ~ ° BATOR ~ 25.7' f o 0 0 37 CB -~-ze ' • ~ 37 ,SSMH-2 ~ o --~9 ~ 09'- t~. x s n 5' Sldewolk /
5 " ` ~ ti BEFORE OBTAIN ZONED: R-20 ~ _ o ; ENT OF GRADING PERMIT. ~ o' ° r 82.5 r 7~ ti,: St d ~ PI?DPO ED ~ -~0 - - - - 0 38 ~ as a. ~ , -m-r ~ SSMH-1 ---t-- - -
GeOrbo'B Perry / 52.00' ~ 4 0 6• THE CONSTRUCTION ENTR ANCE SHALL BE NOTED AND SHOWN D. B. ¢350 P SSMH-~ 52.00' i ~ 0 39 (Rt 5,00) - - ro I \ - _ Do hou o ti ~ ~ _ ~ ~ _ g se)
g. 14 / ~ 52. ON THE CONSTRUCTION PLANS W ,sta. 1+05,00 Oo ~ ~ ITH APPROPRIATE SIG PROPOSED 52• ~ 1 ti - - - o ~ Sta: i --~"$-g _ . ~ 41 \ 9+77.99 ~
AT T NAGS B• M. 1994, Pg, 465("~ s" GV,AND" (Rt 5.Q0' - " ° / ~ HE INTERSECTION OF 401 z ~LO~-oFF ~ ~ ~ ' Sz oo , { ~ ~ ~ ~ ~ ~ 42 43 _ ~ ~ as ` ~ o ~ 0 44 _ .
AND BUCK JOHNSON STREET. J 20 Drain Sz. oa' / ~ age ase ° 67 ~ ` Da ~
_ NOT ~ mebt ~ 5z,oo' THIS DRAWING IS T - - - 5 • HE PROPERTY OF / - , N o 2.00 ~ / ~ ' 15 85 3 5z,oo' . Construete ` ~ M
phis OPa ue ~ 4 to STANCIL & ASSOCIATES / ~ plat Is a cons ruction I 4 Lands 26.22' To - ,PROFESSIONAL ' ~ ~ ~ ~ plan cover Tape (tai, panne ap Index For Villa ro2s.zz' 200~`~ 1 # - 3 ge of Charl r 5 es (oral) s.zo' to12
LAND SURVEYOR, P.A. ~ I does sheet oily. Easerl?ent AND IS NOT TO BE REPROD / ~ of cdnfor to G.S.47- ~ ` e UCED OR COPIED IN WH 3 as amended ma1n U 44;0 ' \ \ Q Award Street . 33,3
OLE OR IN / n,ot If~tended for 1 and Is nc PART WITHOUT PERMISS ZONED: R-20 a1 es or re ION, ~ _ _ ~ , car . a tlon.~ \ emaln Undis 48,411'_ _ 5 ~ US Hwy. 401 fYidenin . urbed with xa5~ - - Buck John g 1
Nat,,.... ~ \ 80~a son Street r ,
IT IS NOT TO BE USED ON ANY OTHER ~ - - - --Uurcls Perry u r r an e e'en er lized nature ~ Vegetation as Buck Johnson Street . 1 H
R this Bk AnnM. ie M. P lob sh w at, the \ ZONED, R-20 RETURNED UPON REQUES erry Q n jgen r m ay not T. rep sent anal lot 1 o Geor e VNEDr R-20 much as Charleston Drive 2 Possible) 2-A
B. l at, AND IS TO ~ outE11en e e t 1999, Pg, os ~dm ~d subdiviion 'eorge "Ellen _ Quailwo \ od Drive 3
D. B. 8245, . 26 \ reco rd p-'a "s for fill~ j ] p t D. B. 695, P 14 39 eASlons an d`a Lcrreag;Les. g A B. less, Pg. $ B. 695, Pj" 141 _ Detail Sheet 4 9. 1169, Pg. '294 Detail sheet ,
B. M. 1962, Pg, Z l1. 1962, Pg. 22a 5
Waterline Plan' 6
Grading Plan
8 ~DATAILIYMC-1519`COVER.d Landscaping Plan
a

D
1
_ ~ ~ AUG u 2 0 2005
- 20~516~1 DENR • WAT \ -
TER BRANCH ~ oonaoooa°°Q - _ ~ constructed in accordance o00 °oo tai Disturbed Area in Pro'eet -~9>0 Acres ~ i en'ts shall be o CA o ~
;p~~ I4 Wetlands COUPS@S These improvemen s shall be a d S ecificatlons o° `t~ Rp °o , - ng plans, and the Stand r p o° ll °o td ri ht of wa 15 construction '
` iER t.,;4~ ~ Constructed Trapezoidal ('hannel #1 , ,p~~Treatment~~~~ll~o4e with the following plans, and DE R - 4VA SANOST~Rr'dw~~~."~ `'4°`` 1107 _ ~ -III=III- Course Bearing Distance of the Town of Fuquey- 'm WETLAN = 0.4 8.19 1.61 - 5,27 cfs ~~'1 be ow Fu ua - 'na. The engineer whose seal ° 0 ; • ESSI ~ oo Area Includes .rot g y, / i Q~ MU$j 9 y ar 4 : o~ 9 o Constructed drainwa s i ~
425 ( ) (W) and signature appear l 0 Bottom Width (W) = 8 ft, n = 0.03 ~ Width Varies L-1 S 71°00'07" W 218.73 ppear below tifies that the Stand o , ~ y , 0 111I1It, Sp011S, y , ~ ~G I jY e Town of Fu ua -Varins have en ° ;4 o ~ p 0 f th 9 y o SEAL o and sediment flyer ba~slils:- ~ ~'p ~
42 m 61,16' Specifications of the Town of PC ~ w Channel Depth = 0.5 ft, L-2 S 44°11 33 W thoroughly checked and are I eked and are applicable to this pa titular o 023728 ~ G7 T ~ 1
Fu ua ° 3:1 side slopes Velocity - 3.39 fps ~ Detail L-3 S 50°10'20" W 66.96' 9 y project, Any exceptions to the Yications J NOTE: - J F m ~eptions to the standa~'d-~ecl p 0 Cj, ~ awin s. ' 4 ~ C3 ~ O shown on sheet - of these dr g o .,c~~ ~ ° It Is the grading contractors responsib1lity ~ q
Varina 5.09 Lon s1o a Flow Depth = 0.18 ft. ~ Constructed Trapezoidal Drain way L_4 S 42°45'10" fl 54.49' a licable are shown an shee 11p3 g P S 5 Sta lr' D PP °o~ clt~•. o° in the 9.0 Ac. ~ ~ a ~ ooPl e{oo ~ p to keep all disturbed soils with _ ~ o~ Z
~'q Approx. 70 I,F' -NAG 7 P 1 (No Scale) L-5 S 33°5611 W 41.84' sy Ex. SSMH L-6 N 00°33'18" fi 23.07' o~ b ~ ..~W = °ooh M. g°oo designated as construction limits. Q o m
T =yds - r I Sta. 10+37.24 L-7 N 32°05'59" E 91.15' Date p ~ ~ ~ , ; T =(62.4)(0,18)(0.05) 0.58 ps- (Lt 2.5F~ ) En ineer °000000~~0~~4 Z g
" ~ Permissible Shear Stress - 0,60 psf grass ~ L-8 N 44°23'36" E 59.34' It is the radio contractors res onsibility ~ ~ f ~ ~ g g P ~
L-9 N 42°19'05 E 71.4T , 1100 ~ 1 . to have the appropriate utility companies ro round utilities before ~
o~ ~ •'~~J~ Tra ezoidal Channel 2 ~ L-10 N 30°18'52" E 53.39' ~ Constructed p # I _ r~ N ti I L 11 N 31 °37'46" E 59.08' UTILITY DESIGN BY: locate any underg ~ ~ DEVELOPMENT CONSULTING SERVICES, INC. roceeding with construction, t ~
°r ~ ~ ENf? -'~'ATc'Ji taia,~ ~ 425 = (0.4)(8.19)(5.72) = 1 8.74 cfs ~ ~ POND P BEFORE YOU DIG. 1401 AVERSBORO ROAD, SUITE 206 CONTACT ONE-CALL CENTER ~
~ o 9r N o p3ANp~t~jlWATER RAN~;i Bottom Width (W) = 16 ft. n = 0.03 ~ ~ I GARNER, NC 27529 NOTE: 1-800-632-4949
~ Channel Depth = 0.5 ft. NOTE: 1 ~ All con uction traffic (including 3:1 side slopes Velocity = 3.88 fps (919) ti25-0411 em orar Construction Easements shown
fake 0 3.59 Long. slope Flow Depth 0.29 ft. P OPOSED FIRE HYDRANT home con actors and their suppliers ZONED: 919 772-3437 15 T p y ZONED: 0 & I FAX ( ) rbed hereon were used to compute the distu ~ _ - f ` ~ i
xer c. 46 40 LF -NAG S75 Sta le D BY ACLE SPRING5 LLC le Sri. nPr ~ Approx. P 1 for all 'lo sha ecess protect Eag p 1447 t ~a ~ Eagle Springs, LLC area for the proiect. All disturbed areas are -
from Buck nson Street only. D. B. 10173, T _yds - a I I Gr enway path ' o connect to path NO construction traffic dial] aCCeSS B. M. 2000. D. B. 10173, Pg. 2177 to be within said easement limits. B. M. 2000. Pg. 1824
\ - 62.4 0.29 0.035 - 0.63 ~:f ]ed m Ea e S rin s, to anon etc. 1 T ( ) P ms 1 g P g i 5 Permissible Shear Stress = 1.55 sf NAG 575 w ro eet from Philli s Pointe Subdivision. f
P ( ) " ~ to addressed n construct on plans 11 J P ~
\ I ~ N 89°5 N 89°51 42"E 987.89' (Total) 690.85 ~ ~ ~
FEMA FLOOD HAZARD STATEMENT 193,so i 7.z3 P th i ~
Lots shown on this plat are nof. I ~ ~ I 5. • located within the FEMA 100 ycsr I ~ ~ ti \ c, A POND Gre~nway path to connect to pa installed in Eagle Springs, location etc... ~
Flood Hazard Area as shown on I ~ i1 ~ ~ ~ o to he addressed on constructien plans Primary Open Space
EMA ma No. 3718300757E & 3718300778 E q r v ~ o _ • ~ F p I'~ Effective Date: March 3, 1992 ' 101,426 sq. ft. _ _ Date Sub~n~tted for Review: 08 Os o4
VICINITY MAP I l i ~ Werf,fands Area ~ I POND
No Scale ~ Reserved By caner / 0.57 Ac. Iii - ~ 5 ~ Driveway Permit Approval: 12-06-04 a ~;8 ~ ~ 15'
osion Control Plan For ~ AREA ; - ' ~a; N. GD. 0. T, Approval:
u 39 062 s i ~ft, ~ti /I _ ~ ~ ~ 5z. - P • 9 ~ i ~ _ wa I v Green - Pa Sediment & Erosion A royal: ~ o jo 'l'~~ PP _ b ~ ~ 25 Greenwa \
s on I m ar e aeo e ~ ~ i Barbe ue ~ - o 9 ® ~a NOTE: ~ , x
~ ~ L. ~ I ~ Area This is a " 1•eliminary Plan" until letters of 16 k i~~erl out 20'
I Install Diversion itch ~ ss.43' Wake Coullt , NC • eek Townshl y ~ Middle Cr P see;Detail sh et 9 5 a ---•~7 - e 9 8g,1 a icnic Gazebo are received from the above a envies overflox ~ approval g
„ - Date: U3-1 U--04 ~ ~ ~ o~' Seale:l - 50 I 5e 2 ~ Tables ionic Inlet Tables Common Green Area and the dattls of receipt Hated hereon. Top = 3e7.z
_ Zoned: R-4 I ~ s CB 5 P.LN, 0656.04-92-7401, 0656.04 92-8455 , y sr Inv Out = 983.85' R~iV 43,929 sq. ft. ~ •r~, I \
oooeo a °p - -2624 & 0666.03-02-2471 ooaao ao,oo o ; ~ l ~ ~ ~ 83 0666.03-02-1879, 0666.03 02 00 {,AR o0o I ~ 33rk ~ _ - _ ® Road
82 °o ~ Ol oo w a co a' B oo° 4' ° °°~;g°°° r ~ Ex: SSMH 9t ~ w ~ Constructe8 1
0 4 ~E, Io ~ o a ~2 ~ ~ Instal o° ~ o o rj. ° 9 °o ~ .Sta. 7+11.03 0 y ~ SSMH-11: "Channel #1 CIa 3.75'i~ x 8'L x Y8"D P1a round Picnic ssMH-s » T Teal Sin sement Install 3'g Table t . e+oo.oo Install 4.5 W x 9 L x 18 o yP g 4 Class B RIp-Rap S a ~ 1~ No Scale
0 50 100 o e ~4• ~ , 9~ o p ' (Lt 3.00) ~ 81 Sta. 3+0 - ~ \ o q (Lt 5.00) Class B RIp-Rap ~ ~ ~ Note: 5 - ~Itsslpa t41;`~tlgg =6-)- - o ro - 6" a takes
° P POSED , " 6 GRAPHIC SCALE c p FI HYDRANT p6 SSMH-12/. 5 - _ ~ . - ~ ^ _ ti ~ p Disslpafor (d 50 - ) I o' A 10 x 70 Sight r,angl 'f" - = 4' Ufll~ as A ~ ° recedence over s,g easement.
o ~ c I i 9~~ 0 m Sta. x':00 0 o I m ~ o L .0 ' r _ cre cr --347:03 emenf (Typical ~ ~ ~ I ~ p ~ - 9, _ ,
sl 0 9' PREPARED BY 'ti 0 ~ J ti ° ~ ER -~•~J
00 1~ ~gao°o 6 000 T pop y QP, $ / Cha C E R _ ro ~ 73 harleston rive ~ o ~
°o ooouop0 _ PR /t • - - n ~ :SSMH 1 , - 45 Public _ _9 _ ~ r~
SSIONAL LAND SURVEYOR, P.A. Revised. 05-17-04 a I rl sta. 1 5. ~ 7 5 ' ' CB-4 ~ pRol PROFS Revised: 05 28 04 ~ Lt 5 D 1 1 -X33:56 -~1=- 0 se o 0 7a PROPOSED FIRE Ii1~,BA1~ 24 E 447.3 '
Revised: 07-22-04 I I ~ ( II X4,,31 6 $1 6 O 1 ~ sel nt N p 4, 91 ~ 9,4, ~ ~ 541- -5434- ~ y - - ~
of Street P.O. Box 730, Angier, N. C. 27501 Revised: 08-04-04 ~ 98 De N o' ~ ~ g - se Revised: 08-09-04 I I y ~ 5 ~ ~ SSMH-10 ---54~- `g ; ' s 1 Noter _ - - ~ ~4~'46. - - ~ _ _ _ ~ ~ ~ \ The contractor shall be re nsible for _ _ -
39-2133 919 639-2602 (FAX) Revised: 08-23-0 g Q' ~ , ~ v 919 6 ( 1 o Lt Revised: 09-08- 4 ~ 9 4 0' Lt 5.00' ~ ( ) ~ - ~ - - 1 ~ waterline u rades along B ck Johnson
Revised: I1-10-04 u 0 ~ ti % \ ~ o P US Hw 401 to Award Street ~ Street fr m y ` 2 ~ and northward along Awa~•d Street to
01-13-05 ~ ~ ~ ~ " Remised ~ " Revised: 03-02-05 ti , ' ~ 64 g3 g2 ~ " ~ 61 ~ I ~ ~ h ~ ~ ~ f ~ 60 ^ ~ ~ aa_ ~ 1 ~ ~ Eagle Springs Subdivision.
Revised: 05-02-05 / g b yg % a ~ ~ 59 ~ 58 ~ n L ~ 52 a ~ 5 ~ 56 ( ~ ~ .
0Wn er De vet o er Revised: 08-27-05 / 9. ~ 0 Revi ed: 07-18-0 I C ~ 6 n~ 55 ~ 3 m _ ~ _ _ \ _ f
De vet o m en t Co., n c.. 4.87 ~ Ward Real t & rte h enson & y P ~ _ _ . l_. . , ti7 CB 2 SSMH 14 1%iN,Area ~ 54
P ~ -Varina NC 27526-1108 [phone] coast uction sta. 1+11.00 0 ; 83.zz' S4. ' For Positive ' ° / ~l. 54.31' 54.3 ' + / g'~ Sta. 9+15.00 = .il' 97.84' ~
P. 0. BoX 1108, Fuquay Easement I ~ ~ 61 54.31' I ~ n Lt 5.00 4 ro 57.36' 54.31 ' S4. I o ~ ( ) 5 .58 5 .78 Drains a SSMH-7 y,
EXISTING 2" )EATER MAIN TO BE REPL4CRD BY I oC ` ; yos ~ 5 .98' 5 .90 " m a A NEIf 8" PYC AND ALL TAPS FROM THE 2 I ~ 78 0 , z 5 .90 1 54'31 54.31' Lt 5.00') \ 4qi I/ .90 51.95' / 54.31' 54 93, \ ( J / 51.5 49.8.. 51.3r 87.78' I ,ti 51
EXTENDED ,TO THE NEIF LINE - - I ~ •q i ai H fJ7 LINE SHALL BE I , m ~ ° ` ~ _ _ ~ 52.09' 54.7'' ~ ~ 71 / I 1 ~ k ~ /
ANA SA~~JI AR DO!~'E IN SUC1z d 'i4:'~ ..PTO I d ro a ~ h / W
O LI i'T THE TIME OF SERVICE Ib`TERRUPi; ~N ~ ~ N ° A ~ I ~ - ~ ti ti I J o / 88.25 5 i. gg m g7 ~ ~ ~ x. ~m ro ~ 68 "
I ZONED: CH ~ ; ! h - v - 69 h ~ ~ ~ 69 ° ~ ~ ~ ~ m~ ~ a d / w 70 w 71 ° , s9.7z ro ~ I
e Subdivision „ ~n , ~ 5. L. Lan $ ~ 77 ~ ~ a I B. M. 1945. Pg. 76 ~ a „ ~ W v ~ ~ j ~ o~ °j 72 n 73 ~ n o ~ - - - ~ ~ o ~ 74 ti 75 ° 76 N ~ ,
~ \ ~ q I u re q ~ PROPOSED ~ \ ~ / ~ / ~ o o o ~ ° o a 50 b ~ ~ ~ y a ° m q ~
Install Silt Fence Future Curb " w ~ ~ - ~O v FIRE HYDRANT ~ ~ , _ _ _ ~ ti ~ ro _ ~ 4 ti I i
See Detail Sheet) and G?tter EXI517NC B IfATER MAIN ~ ~ ~ ~ a =a _ \ ( TO 6E REPL4CED BY A ~ II ~ - ~ T' ~'-28.38= - 54~ N , NEII 8" PVC LINE ~ ~ ~ s --~6 Ex. SSMH ~ - yater ~ ~ --e~.9tr' o S - - ' - ~ ~ N \ ~ 2 ~
Sta. 0+17.611 - n 7 r ~ 4 5'2^9&= - - - ~ q 7 -~1. FIRE- ~ I
Rt 1.12 h ~ - , . ~ - ( ) _ ~ _ a e~M e - ~ is - ~ _ _ - ~ -~1,OB;.. ~ 101.74 Rf 0
7 . v V BATfiR-bTNE ~ -~e.z1= a~ - o I °j a ~0 5800 l~, 49 ~
w " y ~ _NEII B" RATER MAIN ~ u ~ \ j R P D 8" P~' 61iER Bt1 ~ ' ro ~ ~ ~ o ~ " Cq . SAN° S Ck 6hn ~ w a x. 15 RCP E1I. ~ son 'k 6hns - ro m on Stree - ~ 0 Ex. SSMH ~ o
h w ~ _ .._Bt~jC ~vl~nso_ Street o , E _ - - - - - - - - - - I II To _ _ 50'-i'u~ PROPOSED PV fiATER-tflV . INSTALL JOINT ~ Rim Elev. = 371i42'I ~ ~ ~ ~ ~ ~ . i' 1 _ , n1tRr 'fig' ~i"' --~'gr~t11'~jrpE'R i _ Inv In = 38 40 I tri o0
q \ INC 8"~10 GLI`-' ,---r. - ~ 9~ - -fi4~0= ° I e n _ ~ ° w iw _ _ y er_Eae®meb.... - Inv Out = 38.22 I ~ ~ N a tnsl
U I rp ! - ! : ~ , , ~ , +±.rw.+.'r - = ---5g, 79'` II ~ ;-66:63-~_ e 2r*~~~ , ,;,.y~.:;~ • 39.58 - - - - - - - - --~F - Ex. S H~ 'HB:-08, ~ ew Ftr ~ RCP 19 -gg:-08,_._ _ _ ' ~ EX. SAA: S ~ o IQ~ v~.~ ~i EVER ~ Q v~ p o
p I~ Hydrant 's 'n 9~' x x ~ p Sta. - --RROPO~SL~J ~ ~ Exf tt g 're H dram x. SSMH x em orary o N Lt 5. 9') FIRE iYYDR ~ ~ ~`-01--- - ti - ~ _ SSMH-s 104.1 - - - O --RROPOSL~D -~:03~ 1' , I W ~f ~ ~
~ Existing - - ~ Hater Meters Eaisfrng y T p ( ~ , Fire Hydrant Future Curb and Gutter ^ 89°54'02"E ta. 3+47.8 Spoils Area ~ FIRE HYD,R~N7' - - ~ ~1 ,~~8:82= . 6=- Doghouse) , I ~ 4 ~ w
~ I~ P x 4 i \ (To Be Relocated) and 5' Sidewalk ~ 52.64' A Rt 16.97) x x ~ 3 co ~ ~ \ S a. 9+75.82 F- - h (Rt 12.25) ~ \ ~ N ro ° ~ ~ Lt 3.88) N p x em or ry T Sta. 10±78.5 ~ p a ~
> Drainak•e Easement h \ Rt 0.85') o ~ ~ ~ r x50 x60 a ~ ~ 7 0 ~ o Insta1l20 ~ w ~ ~ - NOTE: ` ~ ~ 'a \ N of ~ ea B (Lt 8.00) ~r \I p
~ ~ ~ ached Stone (To B{~ AcgwredJ ~ ~ ~ ~ j 8 No. 57 W NED: R-15 ~ ~ ~ ~ ~ 8 ai 9 h o K x z w 48 69 ~ ti 10 ~v ~ m I ~ b
em orar Construction ZO Ea. 12" RCP ~ 1 2 Temporary poils rea ~ T p y l ' W to be fie]d oc ted for ~ Entrariee Pad drith D. Powell-- (ro Be Removed a ~ a ~ d~ ~ a, I ^r ~ ~ ~ 11 q 12 ~ 108.13' ~ ~ o ~ 1 ~ 14 ~
~~~5'heet ~ 701 ~ a optimum u and drainage. l j' (See Detail ~ , / D. B. 8711, Pg. 2 - ~ R , ~ a
- - 69.36' 61.34' 52.56' 56.0T 54.31' ~ ~ 55.2'2' / ,.,I ti ~ 47 v q ~ q~ ~ ~ ~ i
~r ~ 89.36 81.34' 58.39' 55.81 54.74 55.64';' 56.09" ~ ' ~ 4, 64.4' b4.74 ~ ~ y ro o ~ / 50.09. ' 58.01 ' - ~ ~ H i ~ 57.03' 4 W 54, 74' ' ~ u s
F. , 54.74' .71 ' S ~ 54.74 5 9.25' I q ~ c~- ~ ,
_ ~ a; ' ~ ~ % / / ~ 4.74' b4. 53.94' ~ Q IOB.18 ~ ' 55. SZ.IB' W ~ ~ ~ Fill AieB~ . 29 61.50 ~ ~ ~ ~
~ o ~ / ~ - _ 0. a 27 0 / - ~ 28 n ~ e / I ~ ~ 2g 2 0 ~ o ~ For Positive o I o ~ 4 46 ~ o ~ \ i
m m 24 0 23 g % / Drainage ~ ~ ~ o ~ I . ~ I \
~I ~ ~ h i o 21 ~ ~ ~ i 0 21 ~ • •q 4 0 20 0 - ~ ~ I ~ ,d o 9~ °0 18 0 17 o y °j q I
a~ , _ i ~ o ~ 76- 15 ~ ~ ~ I
ro _ / ~ ~ ~ s --,~1.~ ~ _ 1 ~ % i o~ Ilo.zq ~ 68 / ~ / ~ a M\ 7 i I I
° ~ ~ ~ ~ ' -5B„3,~: 5 , ~ 4' Utibfy £asemen (T ica! ~ AL NOTES. ~ I _5 rP.~ ~ ,&OPDSI GENER ~ 4.~ ~ , :aol'osED 1 I _ B ~5 ~ ~ I ~
ZONED: R-15 / ~ 4;74... HY>D a - 1 3/ o / I i ~ ~ ~ .13 I Existing Curb and -84.74:._ i w h ~ \ ~ ~
BE DESIGNED AND SEALED BY , % po well a ~ ~ N es 5s 46 ~ ~ z~.:- 1. ALL UTILITIES SHALL Re ~ ~ eao.4z , k ~ ~ ~ .Sp-. - - - - 0 2 OuHer (iyp.) l
3 ~ I ~'-'Qila • woo OLINA REGISTERED ENGINEER DURING ~fHE D. B. e57, Pg. 3 ~1 Drove A NORTH CAR ~ p ~ 45 iPubhc R~5' ~ CB-17 - ~ ~ tea= - . T o x s ~ ' p-!0 ~ s _ _ sisti
ION REVIEW PROCESS w ' CONSTRUCT w i ~ ~ 43; By' 0 0 CB-15 ~ ~ Foisting Fire ant I ~ P-15 0~ ~-14 ater Valve
Y THE LOCATION OF ALL XISTING I ~ I ~ ' TRACTOR SHALL VERIF ~ PROPOSED ~0 < ~:eo,%_ ~ <5 y~, < 2. CON , ~ y EXISITING 8 HATER LIN1s" _ 50 R fY.
OR ANY DAMAGE M ro , ~-~RE-rn'.naAxr 5 • --~2.~ - UTILITIES, AND SHALL BE RESPONSIBLE F o 'ti SSMH-4 , ~ - - --Aa.oa-. _ I ~ ~ - Quailwood Drive
I ~o- TIVITIES. CALL U71L11 Y LOCATION o ~ R sta. 2+17.52 - - - _ - wee _ 5a:gg :~2~ ~ POP. SAN. SEFER -&2.09=- -C~?:00-= ~ \
RESULTING FROM HIS AC o (Rt 5.00) ~ SSMH 3A, - - _ 4B HOURS PRIOR TO EXCAVATION. ~ ~ ; sta, 0+05.4 U sta. z+,5.00 ~ - SERVICE ~ 4 ~ 0 3 ~ 31 Rt $.00') ~ 1 SSbfI,~3 ! _ - .0 - 00 ti xs n 5' Sidewalk _ _ _ _
BE IN ACCORDANCE ~ (Rt 5.00 0 o r l \ Ste. 4;f~6"~ 00 ("B ~8 ~--,3~:9 ' 00- - ~0 - - - i (Rt 5:00) - SSMH-2 ~ ° PITOPO ED ~ - ~ SSMH-1 i
3. ALL CONSTRUCTION AND MATERIALS SHALL o I o 32 ~ m ° ~ ~ ~ 33 34 ~ Ste o n - - - - ~ _ Doghouse) 36 j' w ~ 5.00, ' ~ ~ - ~ - q Sta: 9+77.99
OWN OF FU UAY-VARINA STANDARDS AND SPECIFICATIONS. 29 0 ~ o ° o ~ 0 35 3g WITH THE T Q ~ ~ ° ~ o o / ° ° C 4 L-- ~J o o o , 37 38 (Rt ) y 39 y (Rt 5.00-'~ ` j
4. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. ~ s o - --1 ~ ° ~ ~ ~ ~ a ° ' T BE RECEIVED ~ - - ; ~ ~ - o, o ~ am ~ ~ o d
. APPROVAL OF FINAL CONSTRUCTION PLAN MUS B ~ ~ ~ ti ti o o--- ~ N ° 41 y , ~ o_~-R , ~ o o ~ 42 ~ 43 44 67 66 - - - g a ~ ° r~
U UAY-VARINA AND OR - - - _ - zS.T 5 -L- -~L _ - T FROM THE TOWN OF F Q I 5 r - _ _ ez.5 _ ~ 5z. ~ ° ° w ~ _ a~ ~ ° ~
WAKE COUNTY LAND DEVELOPMENT ADMINISTRATOR ZONED: R-20 52.00' . - 52.00' S ~ SSMH~~ 2.po' , l a 333 1 0 ~ Map Index For Village of Charleston
T OF GRADING PERMIT. George Perry 5z.oo; TAINMEN ~ - st8. 1 +05.00 5z, oo' BEFORE OB D. B. 6350, Pg. 14 I ~ PROPOSED : _ - ~ , ~ _ ~ ; - 52.ba' _ Constructe ~ , , ~ ~ 52.0 , - ~ Award Street . 1
STRUCTIDN ENTRANCE SHALL BE NOTED AND SHOWN s° GY~D (Rt 5,Q0) - 20 Drainage ace 6. THE CON B. M. 1994, Pg. 465 f ~ 2". BLOI/_OFF c I m @ll t ~ N B5 54'4 1 N 85°3~'4 "ly z.ao', 59,20' ~ ~ US Hwy. 401 iYidening 1-A 1ozs,zz (Total) 44:e ' Buck Johnson Street . 2
HE CONSTRUCTION PLANS, WITH APPROPRIATE SIGNAGE I ~ / 15 Opa ue ON T ~ _ NOT ~ ~ 9 Lalid,~Fape Easem ~ 48.40'- - - 57.05'
401 AND BUCK JOHNSON STREET. ~ - ~ , en t AT THE INTERSECTION OF % phis tat is a cons ruction plan cov f sheet only. ~ment ~ ` 8e~s'~ Buck Johnson Street . 2-A ~ Remain U ~ ~ ~ ' ndt urbed with Na ~ Charleston Drive . 3
P I ~ , ~ ~ ~ does of cdnfor to G.S.47-30 as amended and is ~ ~ tural Ve etat' . g 10~ as much as uailwood Drive 4
mvrC nnAwrNr TILI+? PROPERTY OF / / ~ i IIt ~ 1 possihlp 1 Q '
1 JJJ I? L1Y11 II ii r v s..+ ~ , / ~ / , ZONED:, R-20 v~ Detail Sheet . 5
ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. / STANCIL & ZONED: R-20 of intended for ales or recor anon. Due to, the ener lized nature plat, the Geor a Ellen g Detail Sheet . 6
REPRODUCED OR COPIED IN WHOLE OR IN / . Perr g AND IS NOT TO BE Curtis E y la sent actual lot 'out. D. D. B. 695, Pg'.141 Waterline Plan 7
lot shown shay r-rna not retthis' PART WITHOUT PERMISSION. Annie. M. Perry record d subdivision plats for final lot D. B. 1169, Pg. X294 , B. M. 1982, Pg. 225__ Grading Plan 8
Re er to, P IT IS N D. NOT TO BE USED ON ANY OTHER PROJECT AND IS TO B B. M. 199Q, Pg. 06 Landscaping Plan 9
ns and -acrea B. D. B. 8245, 2639 dimensio b~es. RETURNED UPON REQUEST. ,
\DATAILWMC-15191COVER. dwg

_ - I
\ \ f
p0aaooouoaoo _ ~ \ accordance 000 0o tai Disturbed Area in Project ~9~0 Acres , ~ ~ /
n S Courses These improvemen s shall b. ~y1~ eatment ~ II% a Wetla d fans an its shall be constructed in CA o / , men oo ~ RO o ~ - , vin ]ans, and the Standard Specifications °o `t lj oo ' onstt'u Lion ~ g p ° 4•,. ss oo Area includes road right of way, 15 c / ~N MUST
0 Constructed Trapezoidal G'lianne! #1 ~u~\ Tr_ _ _ I~~,I 1oP with the following p - ~ _nl=ul_ S 7 M ° ;1 Course Bearing Distance of the Town of Fuquay 110 = 0, 4 8.19 1.61 = 5.27 r, s ~ 3 f Fu uay- ha. The engineer whose seal 0 0 • ~E Ip o , q o : o ~ ; 9 0 limit, Spoil~^a~r.~as, Constructed drainways, ~ G ~L I TY NF
Qz5 ( ) (iY) . , end signature appear below - n = 0.03 L-1 S 71 °08 07 iP 218.73 the Town c appear below tifies that the Standar o ~ J p 0 en o 9~: p ' b83T11IS. - ~ ~ 'r of the Town of Fuquay-Varina have o ~ SEAL a aJid sedrment fitter j ~ Q ~T
~ 't v~ Bottom iYidth (YY) - 8 ft. 1 YYidth Varies Specifications of hZ n`0 ' " iE,°r, ~ L-2 S 44°11'33" W 61.16' ed and are N w Channel Depth = 0.5 ft. thoroughly check ° le to this a titular ~ C~' ;x ~ ~ .eked and are apphcab p o 023728 . o o NOTE: ~ J C~ ~
a ° 3:1 side slopes Velocity = 3.3.9 fps I \ Detail L-3 S 50°10'20" W 66.96' u u ,I,, project. Any exceptions to t Fey xceptions to the standa~pecilications ~ ~ J o VO Q ~ ~
Verina N~~a~,o ' S.0% Lon .slope I7ow Depth 0.16 ft. Constructed Trapezoidal Drain way L-4 S 42°45'10" 9' 54.49' applicable are shown on shi 11p3 k"" Approx. 70 LF -NAG S75 Sta lc D g P No Scale - °56'11" N 41.84' shown on sheet- of these drawings. o ~4: ~o It Is the grading contractors responsibility ~ ~ ~ °o~ "O kee all disturbed sods within the 9.0 Ac. ~ ~ Z ~ o e et , to p
~ ~ ( ) L 5 S 33 78y Ex. SSMH L-6 N 00°33'16" 8' 23.07' 00 It e~ P W ~ ~ W oooh M go0oo `c~ designated as construction Irmrts. Q o , D r~ ~
T =yds ~ Sta• 'IO±37.24 L-7 N 32°05'59" E 91.15' Date ~d9 X40 1 z ~I n ti Engineer ~OB0004
T =(62.4)(0.18)(0,05) = 0.56 psi' (Lt 2.56) _ 1 e 'ssible Shear Stress = 0,60 psf grass I, 8 N 44°2,9'36" F, 5,4,34' Permi \ ' ctors res onslbilit ~ ~ ° It is the gradllig contra p y <; ~ z to have the a ~propriate utility companies :f<
I L-9 N 42°19'05" F, 71.47' 1100 1 b d utilities before
~ "f annel 2 1, L-IU N 30°18'u`2" E 53.39' ~o Constructed Trapezoidal L.i # ~ L-11 N 31°37'46" E 59.08' UTILITY DESIGN BY: Locate any undergroun ~ DEVELOPMENT CONSULTING SERVICES, INC. proceeding with construction. ~ BEFORE YOU DIG! ~
r''o ~ N ~ = 0.4 8.1.9 5.72 = 18.74 c:fs 1 POND r ~ s Q25 ( ) 1401 AVERSBORO ROAD, SUITE 206 CONTACT ONE-CALL CENTER ~
~ m c Bottom iYidth (W) = 16 ft. n = 0.03 1 I GARNER, NC 27529 NOTE: 1-800-632-4949 1 _ 1 ,
0 Channel Depth = 0.5 ft. NOTE: All con uction traffic (including (919) 625 041 15 Tem orar Construction Easements shown
3:1 side slopes Velocity = 3.88 fps p OPOSED FIRE 9 RANT 'err ZONED: ti 8'o,~e ~ 3.5% Long• slope Flow Depth 0.29 ft. home Con actors and them supph FAX [phone] p y I ZONED: 0 & 1 ( ) eon were used to tom ute the disturbed _ her P ~ _ _
'I' ''ern 4~0 Approx. 40 LF -NAG S75 Staple D BY AGLE SPRING , LLC P for all to sha ccess project Eagle Sp; 1447 tr co I 1 Eagle Springs, LLC area for the project. All disturbed areas are -
from Buck nson Street only. D. B. 1017 T =yds a Cr enway path 'to connect to path NO construction tra~i"e hall access B• M, 2001 D. B. 10173, Pg. 2177 to be within said easement limits. B. M. 2000. Pg. 1824 /
\ = 62,4 0.29 0.035 = 0.63 P`f ~ I ins ]]ed m Ea le S rin s, location eta 1 T ~ ) _ 1 g P g . ~ Philli s Pointe Subdivision. / j
b Permissible Shear Stress - 1,55 psf (NAG S75) y ~ to addressed tt consttuct~on plans proJeet from p
I ~ N 85 ti ~ N 89°51'42'E 9(i 7.69 (Total) ~ 890.85 / ~
T~sMENT " I 7 .z3' FEMA FLOOD HAZARD STA 193.80'
re no & I Lots shown on this plat a I ~ i , located within the FEMA 100 year I 5• ~ I ti POND Greenway path to connect to path ~ , A ion etc... installed in Eagle Springs, locat ~
~ ti o Flood Hazard Area as shown on a Primary Open Space to be addressed on construction plans
C0757 E & 371B3C0776 E ° ~ ~ ~ 4 FEMA map No. 37183 ~ ~ Effective Date: March 3, 1992 j 101 426 s . ft. _ I ' q Date Submitted for Review: OB-06 04 ~ ' l POND
VICINITY MAP ~ Area We,,ffands - 58.76 rivewa Permit A royal: i2-O6-04 ~ D Y PP 5'
No Scale n Reserved By caner ~ 0.57 Ac. I I / ~:e ~ 1 . N.C.D.O.T. A royal: ~ 1
sion Control Plan For I AREA ; , _ _ .9~ Ero 0 I 52, 2 ~ . _ - 51 ti _ ;92 - _ a ~ PP i ~ 4 _ - - ~t t ~ royal: ~ ° I°
n 39,062 sqi ft. / i _ nyra a V _ / Gree wa Pa Sediment & Erosion Al.p ~ 5 b .,2 Green ro 4
r es on I o a tae ~ e p i Barbegue NOTE: , ~ ~ - , ® »
I L.1 I Area ~°o. a~ 15 20 This is a Preliminary Plari until letters of • !over! t -
tall Diversion itch ~ es.43' Wake Count , NC I Ins eek Townshl Y I I ~ , Meddle Cr ~ /See;~Detatl Sh et 9 o ® Gazeba approval are received from the above agencies overflow
l ~ e 0 3.1 a icmc . _ ~ Date: ~3-10-~04 ~ o~, a icnie ecei t nr~ted hereon. r=let Tables Common C,reen Area and the dates of r p Top 987,2
Seal e. l - 50 I A % 5~ ~ Tables _ Zoned: R-4 I ' ~ r Q-... CB 5 sr Inv Out = 383.85 RAW 43, 929 sq. ft. ~ ~r~, , ® Road
56.04-92-7401, Oti56.04-92 8455 y 1 P.LN. 06 o I o - - ti24 & Oti6ti.03-02-2471 0000000 aoaoo00 u ~ ~~e / ~ ~ 83 ~
Oti86.03-02-1879, Oti66.03 02 2 0° ~ RO ° ° ' o° 4 lj ° I ~ ~ ~ Constructe8
o p S fo ° ~ o o Ex. SSMH , 9 ~ w ~ ~ Instal. o ~ o o ~ ° 'Y a ~ Sta. 7+11.03 p y/ ~ SSMH-11 Channel #1 C 3.75'W x-8'L_x 18"D Pla round Pienie ssMH-s , w Typical Sign sement Install yg Table Sta. 8+00.00 Install 4.5 W x 9 L x 18 ° Class B Rip-Rap Lt 5.00' " " ' -Ra ~ ~ No Scale
0 50 100 0 ,°Q~' 9~ p o ' (Lt 3.00) ~ 81 ~ Sta. 3+0 - - - ~ - a S!'sAL I 5:00') p a _ ~ ` .~i: ~ A o ~ ( ) Class B RIP P„ Note.
° I; _ P POSED ~ - 5 _ ~ GRAPHIC SCALE c I FI HYDRANT / p6 SSMH 12/ " ~ - ~ - - _ ~1~'~-4 d5o =6-L ~ o ro D1SS1 ator d = 6 0~ A 10' x 70' Si ht riangle takes ~ - - ~ q ~ ~ precedence over sig easement. 4' Ulility~asement T ,car , ~ \ ~ _ -
°o a I % g~~ 0 ~ Sta. 7:00 o cre cre 0 8' ~ ~ ~ (y, - ~
° ~ n ro 0'1 ~ L :0' t _ o° p ~•°°aeoo g ~ SE
~ ~ Tip o°° ~ 80 , ' S~',-- Ct 000 0000 y ap. . E ER ~ 73 m Charleston nve-___~,__ ~ - - o ~
0 0uooo0 _ PR Q • .SSMH 1 _ - _ 45 Public -9 < _ y, M
.A. Revised: U5-17-04 I ~ ~ _ ~ Sta. 1 5. ~ 5 ~ i- `CB-~4-- PROFESSIONAL LAND SURVEYOR, P Reused; 95-ze-o4 fl I ~ . 17 P~ PRDPO O 3g o Q 7~ FIRE H~8~24'E 447.30' ~ s se nt ~ q \
x + y (Lt 5 0 ~ 1 ~ ---53$-~s -64:31=- X4.•31 - 27501 Revised: 07-22-04 1 I ~ ~ ~ - An ier N. C _ _ e ~ / 730 _ 44.331 - _54:31 ~ , ~ ~ ` 5431- .--5'~-'- ~ - c~
, 4 04 eet P.O. BOX ~ Revised: 08 0 I - r $ ,,w - 98 De of Str o' ~ / - s Revised: 08-09-04 I I ti ~ 9 ~ ~ SSMH-10 \--54~- ~ s l ~ Note; ta:4~46, - _ ~ ~ ~ \ The contractor shall be re iisib]g- lor-
- 33 919 639-2602 (FAX) Revised: 08-23-0 4~ 919 639 21 J o ~ ( J ( Revised: 09-08- 4 4 0' Lt 5.00' i` ~ ~ \ waterline upgrades along B ek Johnson ( ) ~ ~ ~
Revised; I1-10-04 ii 0~ 79 ~ ~ i Street from US Hwy 401 to Award Street ~ and northward along Award Street to 1
Revised: DI-13 `U , % ~ 64 63 ~ evised: 03-02-05 ~ 62 ~ R I ~ ~ ~ ~ ~ 1 61 ~ ` ~y~ ~ ~ y ~ , Eagle Springs Subdivisio . 61 60 ~ ~ y
Revised: 05-02-05 0 ~ yg ~ - ~ i ~ 59 ~ ~ a ~ ' ~ 52 - ~ ~ h 58 ~ h L
Owner De vel o er Revised: 06-27 05 9' 0 1 Revi ed: 07-18-0 ~ ~ ` 57 h 56 ( ~ ~ a ~ ~ 55 ~ ~ m
r ~ C l o rn en t Co. n c~° 84,87' Realt & Deve , Vj FiH,Area a 54
enson & Ward P I ~ Ste h .Y cB-2 -14 P Lion SSMH - -Farina NC 27526-1108 (919J552-1157 coast u~ ~ sta. I+11.00 o ~ 83.22 54.81' ~ For Positive ° ~
P. 0. Box 1108, Fuquay , Easement ~ 54,31' N ~ ~ (Lt 5.00) 4 m 57.36' 5.58 54.31' B o 5 ,7B' 5 .98' / Drai>aake SSMH-7 ~ / t.31' 54.31' S ~ Sta. 9+15.00 _ .11' 97.84 ~ / /
EXISTING 2" RATER MAIN TO BE REPLAC :'D BY I ~ ; ~ ~ 5 .80 I m ~ ~ 5 .g0 4.31' 54.31 54.31' ~ (Lt 5.00') 0 ~ 5 .90 54.31, 5 ~ 51.95' 51.5 49.8 4'3 B77B ti a 51 ~ /
a A NEII 8" PVC AND ALL TAPS FROM THE 2 ~ 7$ o I 2 LING SHALL BE EXTENDBD'•.TO TI1B NBII I" LINE - - i R 'q ~ ~ q B B 51.35 2.ue' ~ m ~ 71 ~ I ~ 54.7E N e +a
T d ,ANNE"' TO I I~ ' i I R, ~ I CA AND SHALL BE Dnn~' IN SCCN . K. AS 1 R ti O ti 0
' ~ ' SERVICE INTERRUPT 7N ~ I 4 , I C~ LI IT 7HE TIME OF ,q I l ~ I ~ ti o BB.zS 5 i. 66 m 67 z, w m ~ ~ ~ - ~ 4 y I ~ N o ~ ~ a
v ~ 69 I ~ 70 ~ 71 ~ 72 ~ , ro ~ 99.72 ~
~ S. L. Lane Subdivision v ~ ~ 77 ~ °j rn o; ~ 73 ~ ~ - - -
B. M. 1945. P . 78 ~ ~ N ~ W v ~ _ _ g ~ ~ ~ b I u re q r- ~~PROPOSED ~ : _ ~ ~ o N ~ 74 ti 75 ~ 76 ~ ~ ' ti o 0 0 ~ o° 4 50 I a 0. ~ m ~ ,
Install Silt Fence Future Curb w ro I ~ m FIRE HYDRANT ~xi _ m ~ - - ~ ,a
See Detail Sheet end Cutter EXISTING 6 A'ATER MAIN - ~ ~ _ _ ~ m II } - - - ~ , ( ) TO BE REPRICED BY A ry, ~ 4 _ I 1 ~ ~ ~=28.39= - 54:x' y--~B-14 NEIL 8" PVC LINE 111 I ~ s
Ex. SSMH ~ - ~ - leater ~ ~ --8>f.sir'-- o s - 5~ ' Sta. 0+17.611 _ ~ , y ` 53•x3 -'~'S2 ~ ~ - - _ PROPOS B a I I ~
, 4 (Rt 1.12) ae~ a _ _ _ _ _ < _ ~4 _ -x.08=..- 9 101.74 ro .ti
~ ^ ~ m I NEIf 8" )EATER MAIN m m ROPOSE'D 8" P~ ~ T' O I - 49 5 t... w
ro ~ ~ ~ ° o ~ I ~ ~ " _ ~ ~ -^r ..r"SAN. SEVER Buck,J6hnsor u . a - w a ~ ^ Ex. lb RCP EX ick_,Johnson Stre - _ ~ -Ex. SSMH ~ e .50' Pubh'c ld PROPOSED 8' PV HATER-b[N B INSTALL ~ OINT ~ Rim EJey. = 371.42' ~4 Ra ~ ~
• ~ ~ ti ---O~,yP13~S0 Street o • - t /8' _ _ _ DIP a Inv In = 36 40 ~ ~ ~ ~ ko
q , I --T- i - - - -;,--.-'g _.54-T3B-, , -3 oncre e , a ~`E~IN`~ _ ~U C ~ r-- C B ~ I1~' , - - 44.,38 -69:83= g 2. f-~ W ew "~.~~~R - Inv Out = 3 .22 ~ ~ ~ N ~ Easement lnsi a~ ,
~ ' e 2 - 39.58' ~ - - - - - - - Ex. S H ,o w Fir ~ RCP EX. S p 0 r~ ti ~ ~1- -~,7- _ 7 _ _ SSMH-8 104.11' ~ I W •p °
( H Brent `i • 19 X ~ p Sta. 6 .ti5~- ---RR ~ y y _ Existing X X tb y II + a, ~ - x. SSMH orary e N (Lt 5. 9) pI)~ H}~ --PROPOSEED _ - , ' .03'- -4&:51 8_ Do house) ~ 0 ~ FIRE XYDR~AN7' _ ur-38:8,3= •88'-~
~ ~ Existing - ~ lister Meters Existing Fire Hydrant Temp ~ y Future Curb and Gutter 89°54'02 ta. 3+47.6 Spoils Area ' Fire H Brant ~ a s S e. 72tf38. I O ~ S a. 9+75.82 F- - (Rt 12.25') ~ ~ N , ra
aced end 5' Sidewalk ~ p Rt 16.97) X X X m 3 ro 4 ~ n \ {To Be Reloc ) 52.64' A ~ X N ~ ~ Lt 3.88') q ~ 7 Sta. 10+78.5 p •R, aj o ~ N n Tempor ry Lt 5.00 0
, ~ ° Draina,~ a Easement ~ Rt 0.85' o ro ~ a a 6 ci 7 1 \ 9 ~ I Install 20 x 50 x 6 0 ~ W~ ) ~ ' ~ ~ ~ oii ea B ( ) •i $ ~ n SA s W V
5 ~ o (To Bo Acquired) NOTE: ~ I hed Starve a a `L ~ No. ~57 lYas R-15 ti ~ ~ ~ rea a ~ nt ~ 9 ~ ~ o u x z 48 I 69 ,q ~m ~ °j % a 10 o, ti ~ m I b 0.,
Tem Crary Construction ZONED Ex. lz° RCP ~ q a 1 2 Temporary pods I Entratibe Pad _Edrith D. Powell' (To B.+ Removed a ~ to be field oc ted for ~ _ W ~ p ~ r: ~ ~ 11 a 12 m ~ ~ los.rs' ~ / ~ 1 p 14 p I ~ ~ 'w"
- ` .S6eet 701 a optimum u and drainage. p C (See Detail ) / D. B. 8711, Pg. 2 _ _ _ _ ___o ~ ; , l ~ i. •ti ~ ~ p i ;I ti ~ 47 a, ; q
\ ' ` ~ ~ ~ 69.36' 61.34 52.56 56.07 54.31 55.22' / ^'I ~ ~ .34' 58.39' 55.81' / 54.7 55.64';' i ~ Q~ ~ ~ ro
~~1 ~ ~ 4 89.36 81 4 54.74' 56,05 rj~ ~ ~ 54,74' 54, i 5 ! - ti ~ ~ 4i ~ 58.01 ' 57.03' - 4 $4.74' .71 ' ~ , ~ a kl
~ a i~ ~ i 54.74' 54.74 59.25' q ~ (j-- - 54.74' 53,84' 0 ~
pENR - NTV:k ~.''R ~A~NC,h _ 2 ~ ~ TLpNpS AN s?u~?M'A`A t- r~' 1 o ~ b4"'~8~ 62,18 ~ ~ IOB,18 R, 55.,29 ~ I 1~'ill Area s1.5o' a~ , o ~ ; ~ ~
r` ~ y~ a ti zo ~ 27 0 1 0 i~ UZ ry 26 2 o b For Positive ~ ~ p ~ 0 46 y ~o ~
~ ,d 24 0 23 ~ o Drainage ~ ~ • I i o y. a
° ~ a ~ h 22 0 21 ~ AUG2n?. ° 21 ~ o a - ~ - ~ ~ 20 0 19 0 ~ ~ °i p
~ ~7, U ~ ~ - / , ~ ~ ~_0 18 0 17 ° ~ m ro o ~ 16 15 ~ a ~ ~ I
{EyN4iE' ~ aS ._.8 ~ - _ ~ - " ~ o~ lla.za ~ r, 68 I / i- i ~ / ~ ~
y,'ETLANgS ANl? STOR Qr ' 0 ~ , 1 58=3 4' Utility foremen I ' ~ • ~ jIl ~ - 55:88: (YPical) - _ ~ ROPi - ~ ~o~osED 1 ~ _ _ ~ B 45
GENERAL NOTES. , i --5~ ZONED: R-15 4:74.. ~4 IRE Hl ,IRE xruRAN i ' 1 3~ o I ~ ,.13 ~ Existing" Curb and f ---a4.74~ ~ 1 b ~ - ~ ~uRer ((yp.) ~
AND SEALED BY ; `0 ~ N D5 5s 4s' ~ ~ ~ 1. ALL UTILITIES SHALL BE DESIGNED Rex Powell ~ ~ I _ W 880.42 t2 ~ ~i ~ - - - ~ ~ ~ ~ ~
~'HE .857 P . 33 R, Qua ~ ~'OOd ~ Dr ~ ~ ' A NORTH CAROLINA REGISTERED ENGINEER DURING D. B g ~ ~ ive 45, _ ~ O i ,Public RAW CB-17~ p q ~ ~ _ _ sisti P-18 B 15 % ti Eaisting Fire ant { _
OCESS ' ~ ~ r=-----.~.' CONSTRUCTION REVIEW PR w w ~ - C - ~ ~ o o p-15 = - _ 4 - I?ater Valve o' CB 1 _
~ ~ ~ 43~. ~o ~ ~ Y THE LOCATION OF ALL XISTING ~ ~ ~ ~ PROPOSED - ~ <<, y~ 2. CONTRACTOR SHALL VERIF ro $a:eo,- .L._.5 , 'y ExISITINC 8" RATER LfNE 50' R W
x l ,-fIR~ Hx?~~r -~-~z,ge-_ ~ - ~ ~ ~ A / ~ _ ~ _ - - _ ~ uailwood Drive Q
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE o i SSMH-4 -,L ,-=~•0e- ` " , ~ -Leo--_. ITY LOCATION ~ ~ < ~ sta. z+17.5z ~ ~ - - 5a-ee' ~ 5~3: BB ~z~ - ~ PROP. SAN, SEVER ---52.OA•=-. -X3:04=-
OM HIS ACTIVITIES, CALL UTIL o o R ~ - SSMH-3A - - RESULTING FR ~ ~ _ (Rt 5. oo) RIOR TO EXCAVATION. ~ ~ sta. 0+05.4 ~ i sta. z+~5,ao - .5Shf1{~3 ,0 - . Q0 xs n 5' Sidewalk - - _
SERVICE 48 HOURS P ~ ~ a 30 31 Rt-~.oo ) CCORDANCE ~ (Rt 5, 00 0 ~ ( , Sta. 4+B~U0 -4+:ze ~ ~p - - - i Rt 5:U0' - CB ~ o ---~~;9~-' - SSMH-1
3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN A 0 32 m ° o ~ 33 34 I o ~ 0 0 35 ( ) _SSMH-2 d ~ p~j npo~EJ - _ Doghouse)
OWN OF FU UAY-VARINA STANDARDS AND SPECIFICATIONS 29 ~ o ~ o 0 0 o I 36 WITH THE T Q 36 ~ ~ - ~ ~ Sta. 7~5 . -m~'tRE- - - y Sta: 9+77.99 . o 37 w (Rt 5.00) „ (Rt 5.0~'~ _ , o , 38 39 ~ ~ ~ ~
._.1 4. TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY. 9 0 ~ A a ~ o' ° ti - am y o a o--- ~ 0 41
ROYAL OF FINAL CONSTRUCTION PLAN MUST BE RECEIVED B ~ - ~ w 5• APP , 1-- ~ ~ i _ _ ~ ~ o _ _ o o ~ 42 ~ \ 43 44 67 66 ~
UAY-VARINA AND OR - - _ z5.7' S ~ ' FROM THE TOWN OF FUQ ~ s r _ ~ r _ 82.58 , ~ ~ - ~-~CB~-B _ g _ o o ti o ~ ~ _ _ ~ ~ ~ o ~ w ~
ENT ADMINISTRATOR ZONED: R-20 5z.oo' 5 .oo' WAKE COUNTY LAND DEVELOPM 5z.oo' ' i - _ ~ a ~ - ~ '1 a e of Charleston 333 _ _ o - Map Index For Vi 1 g
SSMH-~~ 52. 0' \ ENT OF GRADING PERMIT. George Perty 5z.oo; 5z.so' AINM Sta. 1 +05.00 BEFORE OBT - - 1 Constructe ~ ~ 1 5z.' _ _ ~ v , - ~ Award Street .
D. B. 6350, Pg. 14 ~ PROPOSED _ ~ 2 ~ r 52.OQ' STRUCTION ENTRANCE SHALL BE NOTED AND SHOWN s" Gv AND (Rt 5 0o y 0 Drainage aseme ~ N 85 6. THE CON B. M. 1994, Pg. 465 ( " ~ " lit ~ °~6, 4 N 85°s4 z.aa - 59.zo' ~ \ US Hwy. 401 Widening iY 1026.22 (oral) 44:OG' 2
OPRIATE SIGNAGE z~~to~-oFF ~ 15 ON THE CONSTRUCTION PLANS, WITH APPR ~ ~ l Opaque Lan4s 4.40' S Buck Johnson Street • .
/ ~ N07 , r gape Easement 401 AND BUCK JOHNSON STREET. ~ , (Ti selnent x'05 - - so:zs'_~ Buck Johnson Street . 2-A (To. Remain Un - drs urbed with Nat ~ Charleston Drive . 9
AT THE INTERSECTION OF ~'hls lot is a' cons ruction plan cover sheet on y. ~ ~p ~ ~ , Ural Vegetatior) as 4 ~ ~ much as oossihio? Quarlwoad Drive
,.,,...,,~Tr it mum nnnp>r uTY nF ~ ~ , ~ l~ r1n,es of cdnforlrn to G.S.47-30 as amended and 1s
1ti1D Ul(fjl/llvtr 17 ~~]L' 1 lYVL 1/ara a / r - ZONED, R-20 Detail Sheet 5
ot intended for ales or recor ation' ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A. / _2 n STANCIL & ZONED: R 0 tie td the ever lized nature tfthis , flat, the George 'Ellen Detail Sheet 8
EPRODUCED OR COPIED IN WHOLE OR IN / err D g AND IS NOT TO BE R . -Curtis E. P y D. B. 695, Pg.\ 141 Waterline Plan 7
sh wn ma r ma not re sent actual lot 1 out. PART WITHOUT PERMISSION. Annie M. Perry loq y y subdivision plats for final lot D. B. 1169, Pg. v 294 1 \ Grading Plan 8
OTHER PROJECT AND IS TO $ B. M. 1999, Pg. 08 Re le r to ~ IT IS NOT TO BE USED ON ANY recor ~~'d subdl ~ and acrea es. RETURNED UPON REQUEST. D. B. 8245, 2839 dimensions g B. M. 1962, Pg. 225, Landscaping Plan 9
~
`DATA\ LWMC-1519\ COVER. d wg

0 JGq~ 5~ la _ ~
~:a~
t ppppp9000ppAQ - 7 C. ' gall be constructed in $ecordanee o0o CA Oo° ta! D sturb Area 1n Pr0 eCt 10 /
These improvemen s shall be constrl ~~r p; a Wetlands Courses bans oo RO °o ~ ~ ~s, and the Standard Specifies o o MU 0 4 f oo Area includes road right of way, 15 construction / N ST
ra ezoidal Channel #1 ~ ,q~\ Treatment 04 with the following plans, and the St Constructed T p .sir =a1=uiT l~ gl - Coarse Bearing Distance of the Town of Fuquay- 'na. The 'na. The engineer whose seal o0 0 ; ~ESSJO , ~ o C tender b ~ ° '1''~ ~ li it Soil as, Constructed drainways, and 1
1107 = 5.27 cfs ~ ~3 and si net ire a ear below trfies qz~ _ (o.4)(a.1s)(].s1) (n°) g i PP below t1f1P,9 that the S 4 , 4' y ~ Cn p / J ~ lL ! TY p 'own of Fu ue -Verins have en 4 S4 E sediment filter basins.--`-- ~ ~ ~ o 9 y b s . 1 ~ o ~A
IV'dth YY = B ft. n = 0.03 flidth 4aries L-l S 71°08'07" 9 218.73 Specifications of the Town of Fuqua; 8ottn.m i O ( S 44°11'33° 5 61.16' d are a Iicable to this a titular 023728 ~ ~ C~~ T ~ ~ PP p o NOTE: c' J ~ ow
C A2 ~ Channel De th = 0.5 ft, L-2 thoroughly checked and are applical P ~ c P Defail 3:1 side slo es Velocity = °9.39 fps I \ L-3 S 50°1020 }i 86.96 project. Any exceptions to the stand Fuquay P ~ to the standee}-specifications o f m o ~ p ~j, ~ o C3 O ~n sheet.- of these drawings. o y~. wg0 It is the grading contractors responsibility t
toe Flow De th = 0.16 ft. ~ Constructed TrapeZOida! Drainway L-4 S 42°45'10" tt 54,49' applicable are shown on sheet ~ 3 Varina 5.0~ Long, s p P - o"F' ~ GINS o O 00 0 . et oo keep all disturbed soils within the 10.7 Ac. _ ~ Z
j10 Approx. 70 LF NAC S75 Staple D I \ (No Scale) L 5 S 33°56'11" ~ 41.84' 2~sy Ex. SSMH L-B N 00°33'18" IJ 23.07' °~rth orooo ~ desi noted as construction hmlts. 1 ~ ~ w z oAA M. g p0o g Q o D m
T = yds ~ Sta, `!(?+37,24 L-7 N 32°05'59" E 91.15' Date Engineer °QUOaoapap° Z
T = (62,4)(0.18)(O,DS) = 0,58 psf (Lt 2,5 ) l e = 0.80 sf rasa L-8 N 4¢°23'36" E 59.34' It is the grading contractors responsibility to ~ ~ the a ro riate unlit tom anies locate
Permissible Shear Stress p g Note: L-9 N 42°19'05" E 71.47' have PP P Y P ro
1100 The co~trartor shall be responsible for L-10 N 30°18'52" E 53,39' o~ Constructed Trapezoidal Channel ~2 I waterline a grades along Burk ,lohnson _ N 31°37'48" $ 59.08' UTILITY DESIGN BY: any underground utilities before proceeding DEVELOPMENT CONS{ILTING SERVICES, INC. with constructions. ~ BEFORE YOU DIG! ~
r I f m US Hw 401 to Award Street L 11 ~o ~ N = 0.4)(8.19)(5.72) = 18.74 efs Street iii y POND 1401 AVERSBORO ROAD, SUITE 208 CONTACT ONE-CALL CENTER ~
r ~ s 4zs ( and nort$ward along Award Street to ~ o N c Bottom iYidth (IV) ; 16 ft. n = 0,09 I ~ GARNER, NC 27529 NOTE: 1-500-602-4949
ft, Eagle Sprii3gs Subdivision, NOTE: 1 5 Channel Depth = 0.5 - 1 [phone] 15' Tem orar Construction Easements shown, '
~ Velocit - 3.8A fps All coat; uction traffic (including 3:1 side slopes y RE DRANT ONED: 0 & 1 ~ Flow De th = o,zs ft, P OPOSED Ft home con actors and their suppliers Z FAX [phone] P y )NED: 0 & I ( ) sad o tom ute the disturbed hereon were u ( p _ , ` r
eke 9 3.5X Long. slope P BY ACLE SPRING LLC k, co, A rax, 40 LF - NqC S75 Staple D for all ~Io shal~ess project Eagle Springs, 1 ~ PP I . zl e Springs, LLC axes for the project. Al! disturbed areas are
1447 a co. from Buck nson Street only. D. B. 10173, Pg 10173, Pg. z1~7 to be within said easement limits.
T = yds Gr enway path o connect to path NO C0J1St2'UCtIQil traCt'tt; ?lhsll scres,4 U. M, 2000, I'g. 18 - 0095 = 0,83 sf ~ ~ 11ed in Ea e Sa11n s 1o}~afion etc. - T_ Bz,4 o.zA)(. P fns g 1 g~ ~ Subdivision. L 2000, 1'g. 1824 i ~ fi
t ( - ~ ens ro'ect from Phillips Pointe 416 Shear Stress - 1.55 psf (NAG S75) ~ to addressed n constl'uct~on pI P .1 Permissible y
t r \ ~ N 89°51'42"E ti N 89°51 42 E 967.69 (Total) , , 690.85 / 1 r
FEMA FLOOD HAZARD STATEMENT 193,80 ~ ,z3 - . u Note: nnect to ath \
I ~ ~,~y' X ~ ~ ~ s to be marked Lots shown on this plat are not ~ v Y Wetland I -6. ~ ~ ~ ~ D marked A POND Gteenway path to co p
thin the FEMA 1oD year , h ti ' y~ ~ PON clean in field with oran~ located wl o, ti ~ y Flood NazArd Area as shown on I °o • 75 h ~ v ~ ; x ~ ~ tree protection fencing. with Oran a installed in Eagle Springs, location etc... ~ g Primer 0 en Space to be addressed on con$truction plans fencing. y P POND
a No, 3718300757E & 3718300778E o k- ~ ~ ~ Y Y FEMA m p ~ 124,000 sq. ft. Date Submitted for Review: OB-Oti-04
ecti ,V v ~ ~ ~'y, ~ y 've Date; March 3, 1892 ~ ~ ~ ~ x ~ p Eff I ~ ~ o tractor to avoid im ac VICINITY MA i , ~ ;.,Ara ; ~ c n p I ~ ~ ~ u X°~ _ ~ , avoid impacting - ` ~ POND
No Scale I I .l ~ ~ ~b ~ ~ ~~y ~ wetlalads. ~n k v Drivewa Permit Approval: 12-Oti-o4 _ y 5'
I ~ 160.78' I v ~ oI Plan For I , o~' r ~ , v = Erosion Con tr J _ N.C.D.O.T. A ravel: ~ pp 7zo ~ o o ,'S~4
~ I o ~ ~ ~ -.-~rl' a .5s ~ Sediment & Erosion Approval. I~ gl
S OI1 ~X;~ are I ~ ~ ~ ea 1a x e x 9S ~ OTE: ~ - ~ J ~ N ~ a
I Instal! Diversion Dit h ~ ~ u ~ x~ J"~ s .oo _ ~ ~ ~ ~ ~ ~ ~ ant LS LS-3 This is a "Preliminary Plan" until letters of 16 L ~.zo'
CEO iln t NC I See Detail Shee ~ ~ ; Wake y, ( v ~ , 4 _ Eas m e Creek Townshi ~v , 69.8 Middl P ? I ~ ~~ent 18.55 approval are received from the above agencies overflow v oue = 357.49 Islet
te: 0~-10-04 117. o' X e, ~ / Da o \,and the dates of receipt noted hereon. Top = 987.2 m ~ \ my out = 363.BS RID
Scal e.1 50 I y 27 9. _ 55 Zoned: R-4 ~ ,9 , _ ~ ~ 66 CB 5 5 o ga ~ ~ 64
6.04-92-7401, 0656.04-92 84 7~3 ~ „ v P.LN. 065 _ ~rlolol~ae0 I y ~ 3-02-1879, 0666.03-02-2624 & 0666,03 02-2471 ooe9 CA aaoo I o r ti~ ° Be g7 s 67 ~ `o ti ~ Boad „ o ray
0666.0 0 $ RO o I o o _ _ w - - ~ - - 0°° l I a ' h ' 'e~ ~ ssMy-11 - - 4 _ _ _ 08 ~ ,
off' 'ss ° l~ ° I ~ Mg t ~ .Ilo,oo Con, trotted , 75'fl ~ l0 Ex: ss ~ . sta, 3+ ~ o nstall 3 m ~ . 9 , ~ ~ sta. 7+11.03 ~ , ~ ~ g8 (Lt, :oo) Chan 1 ~ ~ stall 3.75'lY x 8' x 7~ SsMX-9 POND ~ Typical Sign .basement - ~ ~ 8+00.00 0
° ;44 9~,, o , I o, C ss B 50 100 SEAL n '(Lt 3.00) x ` ~ ~ t=.- ° I nn}ny o e im."'+ C ss "B" RI Ra Sta P A o Lt 5.00') , ~ No Scale o ( 8 1 _ o - ~ Note:
0 -2646 ° y~" ~ _ - - o G ° P POSED 6ti cam SA(X-!2 ~ L~g:83 B1r9B'- ` ~ 1'~'~"j--~ ..L y ~ _ _ LS 4 p ~ A !0' s 70' Sight 7~•iangle takes o precedence over sign easement. • 549¢ 4' UflgfK Easement (Typlco!) - - ej
GRAPHIC SCALE ~ ~ I BYDRANT b 'o Sta. 2+37 _ ----54,1 o g I ' g~' ~ z
°o '•;~1~1 ° I m i 49.0T (Lt S.Od`)~ 2~. a ' -18.69' ~ \ - ~ _ . I
Y o p' ' PREPARED D o b m ~ - ~ 0o I1h SB-4 j s oa L s9 s?~', - ~ ch`" i rles~o~ / --C _ m \ 173 harles on rive CB-8 - a
to e~ ~ ~ BOp' / ~ 45 Public l r~ q \
~ ~ ~ , 7 , 5 CB-4 - ~ ~ 1 6,04 b~ ~ 17a ~ 0 a i3 ~ o S 8T08 24 E 447.30' p \ , -
ND SURVEYOR, P.A. ~ _05 v . ~ 1 - ~ wee PROFESSIONAL LA Revised: 05-17-04 Revised. 03 02 I w ae ~ ~ / ~ ~ . - -ae:oo- - 8-04 Revised: 0 -02-05 I •g , / ~ , . \ -ae•oD- 'W ,
. D, Box 730, An ler, N. C. 27501 Revised: 05 2 I rK o g / _ _ 2-04 Revised: B-27-05 98 Depot Street, P g Revised: 07 2 _ I , ~ SSYB-13 „ _ - Existing
- d. 07-18 05 ~ % N SSY9 !0 639-2602 FA.Y Revised: oB-0! 04 Revise n ~ 9 Sta. 1+75.00 4' i 919 / ~ -08 04 Revise : 08-18-0.5 Sta. 4+40.00 -2133 l 'sed:OB ~ t 919 639 ( ) Revi , ssxe-IO` - - 44 sta.4+40.00 \ ~ Spillway ~
~ Lt 5,00 ) Revised: 08-29-04 Revised: 08-01-05 ; ' ( (Lt 5.00 ) (Lt 6.00) \ \ ~ ~ \ Channel / ~
'sed: 09-08-04 Revised: 10-14-05 V Ravi i 70 Revised: 1(-10-04 Revised: !0-zl-Ob 5g ~ 57 a m ~ ~
- - -u- ~ ' ~ ~ 58 n q Revised: 01 13 05 Revised. 01 I , ~ ~ o ~ 59 ~ / ~ o r m ~ ~ .o ~ I 59 60 " 61 ~i; o m 63 45
Owner Develo er ~ ~ Ls 1 ; ,o C sy t ti ~ ~ - - ~ ~ ~ ~ ~ e 100.88 ~ ti -
n t Co. Inc.. sB z ; ~ & Develo me a ~ $ Fill Ara _ _ j' Positive
rd Deal t p - - ,OB.B son & Wa SSMH-14 Ste oh en °Y ~ Dr ~e 1D7.ze' L= 4.4z' ~ L=1 ~
' NC 27526-1108 [phone] Cans ction o -Varina sta. r+11.o0 ~ p, 0. Box 1108, Fuquay Easement , 71 Lt 5.00 0 ~ ( ) ~ 57.95' b v SSYA-7 q \ 43 ~
EXISTING 2" lIATER MAIN 117 BB REPIL9CF.'D_BY I ' h 55 ~ 80.06' 80.00' eo.oo' St~k 8+15.~J 80.00' 30.00' BD.O ' (Lt 5.00 J ~
A NEIL 8" PVC AND AIl~TAFS FROM Th'~"_ Y I ~ 2 I 77.82' ` 74.04 71 BD TO T/tE (VIs1I t:" LING - I i $ 72.04 D B4, 51' \ X88.04 °j ~ ~ ~ 171 I ~ a5.9s ~ I h 6 ~ ~ ~
~ LtNE SHALL BE EXTEND , m BB DONE 1N S[1CB A YINIVBR A5 TO I ' 4 Cf] AND SLIAII ~ r I Q 8!1.86 ~ 68 I W / ,
Q TRB T1YE OF SERVlCB ,p I i 2, ti o ~ 13.58 53 ~ J -z o 99.,ap
y m I et - ~ 0 52 ZONED: CiT . o ~ ~ 5 ~ 4 ~ 51 ml
~ S. L. Lane Subdivision J I 72 ~ c 54 ~ ~ ~ ~ o ~ r~ \ / ~ b ye of PROPOSED - ~ 0 50 49 48 ro I ~ • o ~ ~ ~ to4.a6 ~ ~ - - - / ~ ~ o ~ ~
I B. M. 1945. P`. 78 a q w _ _ ~ a o o b ~ 47 m 42 e I
~ 9 I m FIRB BYDRANT 0. ~ o ti ~ Install Silt Fence Future Curb C 6" IfATER N~ - ~ I - - - - - e~--__._ ~
and Cutter S7~N ~ ~ ~I ~ ee Detail 56eet CED BY A °j ~ ° I (s ) BzREPU ~ ~ ~ - -aa,BB~-- -~-~--_aB ~ I ~ IY89 8 PYC l1NE N I s ~ ~ ~ I _ ~ ~ ~ 2 ~ ~ M ~
Ex. SSMH I ~ l x63iB' ~ oa~ ~ I a _ , _ =~?.00;. t; - PtOPOSED , ~ 101.55 ~ a I I a
Sta. 0+17.81 - ~ ~ _ -~?.0 Rt 1.12' - - _ - _ -6&00. 9 Rf ~ p ~ - 7D,A9 ~ a i 70
b ' x, I NBI I LATER MAIN BOPOS D 8" P,yL E_h ~ - -9kYlE'!t__,'.._ ~ ~ ` s -86.x,1--- - - o I .a~ _ 41 _ 5
w o _ y , sAN. SfiRER Buck .J6hnson St m , ' Ez. 1b" RCP ~ ~ ~ r lnson S ~ Bz. SSMB 'b ~ tr ,~Tc: 5 • PROPOSED 9 IIeITB DVS7ALL t JODVT _ .I ,Q t~
~ ._.Bt~, ~so Street - - - - - - - I _ - p"4'ublic-1~)Y- DIP 12 Rtm Elev. - 37L42 t1~ ~ - ~ 1 j _ Inv In 38 40 I I ~j ~
f.. ~ . ~ ~ , ~.Yr7grr., r-~' ' - 89,90- ~ W a , . ~ area--~---- 4 • - -l4,eo-_ , per'-Easeo3~t - Inv Out = 3 .22 I ~ ~ ~ a
v I., ( _ _ _.__t,_ EY. SSMH ~ - - F-- a - ~SaA! •14~w ti 86,80 - a
~ Fire 9 ' a Sta: 885. - I ' gy'~t x x x I --PR ~ .4S- ti. 4.11 I w~.ti° ~ 5&ea 4e;ee ~ house) ~ o ~
~ ~ \ ~ t8dattng x. SSMd ~ (Lt 5.99) FIRE a, ~ _ ~ - lyre A,)~ra~t Tempo 9 ~ ~ \ Existing dater Yetevs ~l te, 3+47.8 a i I - ~ w 72+t1B I o
Fire dram Future Curb and Z1t S 89'6! Q2 E/ p 1 spoils Q ~ ~ ~ 'dewait ~ ~ Rt 18, A7) x z o 2 y \ (To Be Relocated) and 5 Si 6E.Q! ' S a. 9+75. - m - (Rt 12,25' N % i x z ~ +8.5 ~ ~ ~ [Lt 3.88) ~ rary Sta. !0 , ~ ,q~
a I J>Iyltaage ~ t ~ \ Rt o.85) o ~ 5 " i b Lt 6.00 i b Area 9 ( ) h ~ I ~ q / o ~ V
rnstall zo' z 50' x s D e ~ a NOTE: ~ e; g q ~ ~ Stowe (?b & A gain/) ~ _ ~ o, ~ No, `~57 lYashed ZONED: R-!gi t2. ti ~ Temporary Spoils a ~ ~ \ ~ x ~ x ~ 169 ~ 7 - q ~ % ~ 40 m I / •q ~ ~ 8 M, ~ ~ I b a
Temporary Construction !Y. Be ~ a 108.88' I Owell` & to be field Iota!. for a \ ~ a 10 ~ 1 / a~
Entrant~e Pad __.Edrith D. P ~ W ~ ! , _ p optimum ~ e nd drainage. ' ~ Pg. 2701 / (See Detail -S6eet % D. B, 8711, ~-o~ - ! 0 85,78' j ~ - ~ I w /
_ _ - 24 h 72.3o B8.7T ; ' B4.4z' ~ ~ _ 87.Bt 107.01 ~ ~
.y ~ ~ 84,02' / 67.00 B4, 02 ~ ~ a 87.00' / 86.00 B5l I e5o a a /
~ ~.V p 4 BB.00 86.45 ~ ~ ~ 1~ / % 85.00 85.00 70.00' ~ 12 q ~ ~ 39
~ ~ d ~ \ 82.58 ~ ~ \ i
- a ° 22 m Fill Area I ~ For Positive ~ e
o 0 21 m , ' , ~ I o m 20 b ~ / 23 a m o 19 m / ~ ~ I h I / Drainage ~ ~ S
• I ~ N ~ ~ / 18 ~ ~ ~ ~ m ! o~ ~ ~ / 17 n 108.5 ~ I o ~ ti o 84.87 5
o , ~ q -~m 15 M 14 0- ~ Oi 6 ~ ~ / 168
- I ~ - - ~ ~ i - _ / ~ ~ r ~ Q -aa4z ~ ~ m I o~ 13 o \
i ~ ~ a '0 - -~?:00=.-_ , Ufllily £useman/ I ° ~7 ( cal) l / 3 / b ~ ~
L NOTES. - - -moo--- _ GENERA ZONED: R-15 --BBAa~,' i ~ ~ 1 I fxlsltng Curb and
~ q N 86'58'48 ILITIES SHALL BE DESIGNED AND SEALED BY , Rez Po~ell ~ ~ I. ~ et,s3' . q ~ ~ - GuNer T ' ~ I b I ~
1. ALL UT P . ~y ~ a Quai wood Dr'v CI NG ~IHE D. a. 857, ` ~ e P-18 CB-1 ,
NORTH CAROLINA REGISTERED ENGINEER DURI ~ ~ p 45 liublic ~ A _ R/?P Jr _ % Ealstin Fire ant P-15 _ CB- j¢ eter v~ve
r UCTION REVIEW PROCESS w - ,ONSTR 4~, 1G ' ~ / ~ ,n B7USITING B" RATER LfNE- 50' R 9
f SHALL VERIFY THE LOCATION OF ALL XIST N j ti PROPOSED :moo ~ ~ ~ - CONTRACTOR i ro ~IrnRAxr -s 99- ' ~ ~ - - Q ailwood Drive
D SHALL BE RESPONSIBLE FOR ANY D MAGE / o b ssMX-4 - - _ _ UTILITIES, AN 86,ev s~ u
UTILITY LOCA7~ION ~ o - ~ ~ Sta. z+1,7.52 _ ~ - ar+~a9 - - S. CALL o ~ ssYX`s~, RESULTING FROM HIS ACTIVITIE - . ~ ~ (Rt 5.00 ) ~ ~ ~ Sta. 0+05.4 i Sta. 2+~5. D ~ i 3 3 % ~ x s n 5' Sidewalk
OURS PRIOR TO EXCAVATION. / ~ , SERVICE 48 H a 2g ' Rt~.oo') ~ sta. IN ACCORDANCE ~ S o~ 27 ~ ~ Sta. '6`00' ----88:8= - - - - - f , -•,4M0 OP•-- - -40 SSMH-1 i
LS SHALL BE (Bt .:oi 3. ALL CONSTRUCTION AND MATERIA / ~ e Q q o° ~ ' TIONS. ~ o ~ 28 29 / ' ~ Sts.`'7f - - - ~ _ Doghouse)
U UAY-VARINA STANDARDS AND SPECIFICA ~ ~ o 0 0 ~ 30 0; ~ , WITH THE TOWN OF F Q ~ ~ o ~j o° 31 / r' C o / (Rt 5.00') Sta: 9+77.99 31 o ~ CB 10 (Rt s.0o~ ` /
S PER WAKE COUNTY. - ~ ~ o 4. TOPOGRAPHICAL INFORMATION A ~ o LS 8` ' ~ o / o / ° o° 33 ~ ~ ~ o° o ~ w
RECEIVED _ l - ~ ~ o vsT BE PPROVAL OF FINAL CONSTRUCTION PLAN M l 5. A ~ ~ ~ o _ c 34 ~ 37 167 66 j - LS-S- - ~ o o~ ~ 38 a 1 ~
- CB-9 ~ i TOWN OF FUQUAY-VARINA AND/OR - 25.7 ~ FROM THE - - ez.4 ~ , I - - CB 7 ~ _ ~ ~
MENT ADMINISTRATOR ZONED: R-20 °5' ~ s6.oo' - WAKE COUNTY LAND DEVELOP ~ ~ e5, oo' _ - ` ~ ~ ~ ~ -~5-5 ~ n e F r Villa of Charleston 333 k ~ , ~ ` \ Map 1 d x o ae
George Perry BS,oo' , ~ DING PERMIT. sta: 1+05.00 85,00' , 3 6 ANerd Street . 1 5.00 ~ Q ,
BEFORE OBTAINMENT' OF GRA D. B. 6350, P . l4 / P oPOSED ~ ~ - ' ~ BS.oo BE NOTED AND SHOWN g ~ 6~)" J 20 Drains e HALL 8~ GV dIVD _ _ g' asem N 85° ' 65.00' 7z,35' ~ aann~ .1. ~ US hwy. 4q1 1Videlling 1-A H 48 l0.~6,22 To ~ ~
6. THE CONSTRUCTION ENTRANCES B. M, 1994, Pg. 485~~ z" BL011-o ~ - - ~ el4t e4s ]olie,zz AGE ~ / 15' 0 PLANS WITH APPROPRIATE SIGN ~ i pagUe Lauds a ( tat ~ Buck Johnson Street . 2
ON THE CONSTRUCTION ~ s -NOT ~ F pe Easement STREET. , - - ~ Rama ~ Buck Johnson Street . 2-A (Remain U ~ ~ ndl arbed with Na Charleston Drive . 3
TERSECTION OF 401 AND BUCK JOHNSON is let is a cons ruction Ian cove4~ sheet only. ~ AT THE IN h A ~ / P I ~ ~ torsi Vegetatio ~ . ~ ~ \ as much as possible) _ QuailROOd Drive 4
' ~ ~1 t cd for to G.S,47-~ D as amended and is . mrrn nnnnL+DTV 11G' ~ i / / lit does O h :121 1 \
THIS DRAW11YU 10 1nz rt~vr~ir~ i ZONED; R-20 Detail Sheet . 5
STANCI of intended for dales or recur anon. ZONED ONAL LAND SURVEYOR, P.A. / L & ASSOCIATES, PROFESSIONAL ZONED; R_20 1'e this pla t, the ~ Geor ~ George 'Ellen Detail Sheet . 6
0 / Uue td the gener lazed nature BE REPRODUCED OR COPIED IN WHOLE OR IN 3 _ .Curtis E. Perry sent actual lot lad out. \ D. B. 69. D. B. 695, Pg` 141 Waterline Plan 7 ,
MISSION. ' - Ani~ie_ M. Perry PER `vision plats for final lot D. B. 116 D. B. 1169, Pg.X'~94 Grading Plan 6
PART WITHOUT b shown may r may not rep IS TO BE B. M. 19- 99, P`. OB diRemer toensionsrecord and i acreages. B. M. 196 B. M. 1962, Pg. 225,\ . Landscaping Plan 9
IT AND IS IS NOT TO BE USED ON ANY OTHER PROJECT AND NOT lo ~ D. B. 8246, A .2639
RETURNED UPON REQUEST. DATA`LWMC-1518\COVER. dwg

Temporary Gravel & Rip Rap
Sediment Trap Basins Left Side Channel Sta, 5+50 Left Side Channel Sta. 6+00 i UTILITY DESIGN BY.'
Instal! Basins as designed (See Detail Sheet) Total Draina~oe Area = 0.33 Ac. Total Drainage Area = 0.22 Ac. ~ and clean when 50X full of sediment Qla =(0,35)(7.5)(0.33) = 0,87 cfs Qlo =(0.35)(7.5)(0.22) = 0.58 cis DEVELOPMENT CONSULTING SERVICES, INC. Erosion Control Plan For 1401 AVERSBORO ROAD, SUITE 206
SB-2 SB-4 Slope = 0.0500 ft/ft $]ope = Q.0300 ft/ft I GARNER, NC 275Q9 ppoooao°°
Total Drainage Area = 0,19 Ac. Total Drainage Area = 0.20 Ac, Mannings n = 0.030(Grass) Mannings n = 0,022(Bare Soils) ~ 919 625-0411 o~°°p CA °0000 J o ~ RO °
Qfo =(0.4)(7.5)(0.19) = 0,57 cfs Quo =(0.4)(7.5)(0.20) = 0.60 cfs Velocity = 3.17 fps Velocity = 2.99 fps ~ FAX [phone]°° lj r a e l a e o 0 0 . Ss . ° ar es on o ~E 10 ppQOOUn°°
• Disturbed Area ? 0.15 Ac. Disturbed Area r 0.20 Ac. Depth = 0,33 ft. pepth - 0.28 ft, 0.19 (1800 cu. ft./Ac.) = 342 cu, ft. 0.20 (1800 cu. ft./Ac.) = 360 cu. ft. o° ~ . 0 ~ . Opp
13'fl x 26'L x 2'A 13'fl x 28 L x 2'D o i R~ 'q~ ~ ~4p CA`~0 ~°0 ° SEAL ; ~ ° oo S l Meddle Creek Township Wake Count , NC ° 0 3728 o° 04 ° 1 ° ° . 2 . ° e ~~,SS JQ ~ °o
(Includes 1' Vertical Flood Storage) (Includes 1' Vertical Flood Storage) O 1 ° o 0 a ~ ° ° v 40 r~' 4
Minimum Heir Length = JO ft. Minim Um Heir Length = 10 ft. ST1NC 2" HATER MAIN TO BE o {TER MAIN TO BE REPLACED BY ~ ~,4;~ 0 0°° ; R 9~ ; ° ,
A NEfl B" PVC AND ALL TAPS Fi WNE SHALL BE EXTENDED TO TI o~ ..,;~Gl~,.. ~ o m SEAL ~ war re e AND ALL TAPS FROM THE 2" ° N ~ o° I ° L-2845 o i` EXTENpED TO TXE NEII B" LINE °o f t~ p'0 ~ A p o ,
ZONED: R-20 ,EXISTING 8" HATER MAIN TO BE ~ AjVD SHALL BE DONE IN SUCH A Curve No. 1 Data „ DONE IN SUCH A MANNER AS TO ~ 00° g' ®pp o a~9 ~ ~ ° 29 ' ' - - s ~ °°onoauappp °o ,0 45 & 50 Right-of way, -
- °5s'rz" George Perry ZONED; R-15 /IEPLACED BY A NEfl 8 PVC LINE L(MtT THE TIRE OF Rr1cE IN1 Delta - B ($EE SHEET 9) ? OF RVICE INTE1tRUPT10N o° 8U ti o „ , °°~o~• etioo~ Scale: 1 T 50 Date: 05-17-04 . -
Radius = 230.00' D. B. 6350, Pg. 14 _ Edrith D. Powell 4 (SEE SHEET 2) °0 ~ 15a o° d°0A 1 0 y'~'tl~
T n ent = 17.97' B. M. 1994 P .465 ZONED: R 15 c, Install NAB S75 Sta le D a g g D. B. 8711, Pg. 2701 ~ w l p P Arc Length = 35.$7 Rex Powell R ~~w ~ o Fram Intersection to P-~ 0°0 0 60 100
g ~ ~ ~ u ~ " 'y Z NED: CH ZONED: CH GRAPHIC SCALD'
Curve No, 2 Data ~ ,w p ~ Q ZONED; CH
Delta - $2720 p ~ -~;~i s ~ ~ ~ ~ b ~ Tommy W, Brown Cleo E, Jones K Radius = 230.00' q ~ 0 1 0 ~ U •4 0.~ ~ Kathleen T. Jones Revised: 05-28-04 D, ZONED; CH PREPARED BY 8 B. 1398, Pg. 570 Revised: OB-21-04
Tan en t = 17.00' p ~ q o ~ ~ ~ p D. B. 10233, Pg, 225 D, B. 3955, Pg. 668 Jean G. Jones Revised: 07-21-04
c Len fh = 33.94' w O U O 0 0 i i R Q~ q~~ ago,-tea ~ tioo~q ~ ~ a ~ m~ ~ t~ B. M. 1991 P . 180 ~ • g Revised: 08-04-04
w ~q ~ a ~ O 0 ~ 0 , ~ ~ Q INSTALL AND STABILIZE ROAD Install Seed, M Ich an. o Revised: 09-08--04 C, M !ch and Tac PROFESSIONAL LAND SURhEYOR, P.A.
0 ~ ~ 0 ,u M ~ 1 d a ~ v N ~ SIDtt DITCH, PERMANENT BERM ~ ~ ~ G~ q r I ~ aat AND SILT FENCE 1tITHIN THE From P-4 to Sta. 8~ 4 to Sta. 8+ 0 w ~ Revised: 10-12-04
q ~ ~ , ~ Install Silt Fence ' ~ ~ ~ ~ q N ~ EXISITING 40' R/1Y. ~ ro Revised: 10-18-04 98 Depot Street, P.O. Box 730 An ier N.C. 27501 v ~ ~
,a ~ v (See D tail Sheet ~w ~ ~ ~ C~ ~ „ PERMANENT DRAINAGE Install Silt Fence ~ ~ ~ ~ ~ G~ ~ n ~ MV bj Ez. 24 RC ~ CONSTRUCTION Future a Revised: 11-2204 a ~ (919 639-2133 919 639-2602 FAX ~ ~ ( 1 ti w Revised: 01-13-05
`'C m' I ~ (To Be Removed) (See Detail Sheet V II \ ~ ~ ~ 'IY, ~ EASEMENT 250 SQ, FT. Curb dr Gutter Coustruction Limits - EaJsting Fire Hydrant 8j 10., TO BE ACQUIRED ~~tton Llm;ts 0. ~ Revised: 03-O1-05 '
L- Distance So That C Seconder 0 en S ace I ~ Remnv~ _ Revised: 05-02-05
,~;~u A & B Are Level. PROPOSED 4 388 ft 9 P P _3 Far.12 _ _ _ 8" GV AN 4 RCP _ _ _ - - - - - - v's NO E: Re 1 ed: 08-18-05 T
L "B° 2 BLOfl-OFF ~ CI-3 _ 1. °a b ~-a c .~~maa~. _ . ..~~ynn~ffi - i2 -RCP P,x:12 ~A _ _ r~ _n~r6 - - - - - - - - - - - - - - - - __-----PR P. 8" PVC--TER 0 "0 - - - _ = Ex. ssMH Revised: 08-27--05 ALI{ CATCH BASINS SHALL BE NCDOT STD, X840.02
~ - -P .'-t`PVC~11A r e 8 - ---•---e l~-,~-NEfiB"-1PATEB _EX SSYIr--------- $'AtV:- Ott Pro erty Line .e.~..--- e-- - ~ Q -o ---=v ~.`____'$+oo ,.Crdd° - 4 7 Q 40 R fl . ~ s~-~ - - - Revised: 07-1405 iVITH FRAME, GRATE AND HOOD NCDOT S D. 840.03
a--Q - t-9-+c>,~ ~ ~ ve N o. z 5+00 ~ a ~ +oo Award Street / Sta. 1 +00 Awar Str~ ac P-2 CI 1 PP 8+0o PROPOSED FIRE HYDRANT .devised: 08-18-05 BY IyACLS SPRIJVCS, LLC ~ _ Revised: Ol -24-08
ock Check am etai PROP. B" sAN. a~ - - - - ONE ONE OHE
PROP, SSMH-5 _ _ - b n r - PP
~ PROP. S MH-4 _ ~ ~ Install Rack Check Dams where CB-~ m z. 15" RCP e / PRO OSED FI HYDRANT
- Ib ditch slopes are 3% or greater To B Removed m ---~-----1- 2 - _ PROPO - y ( ~ , Esiq t nst Silt F nce LS-1 SB-4 HYDRANT Storm Culvert Data Chart Stor Cu Instal Divers'on Dit m rb Inlet Data 'hart 1 1 ch
ZONED: R 20 FIRE H S h ` nst I (Seep e ~ v all 9)Y x 24 x 24 D " (See Detail Sheet Pipe Pipe % 24 D ~ BAsin No. C S
Curtis E, Perry w 25 v ~ r ~ 'f Class "1 " i Ra q ~ i ~ q a I ? v ,v R P P Pi a No. Pi a Size Le th Sloe Inv. In Elev. Inv. Out Blev. /L treet Sta. T.O.C. Elev. Inv. In Elev. env. Out Elev. ~ Rap
Annie M. Perry m a ~ ~ w \ ~ b ~ x' Dissl afor d 13" ~ - ~ Q ~ , , P (50 ~ 13" P-1 38 24.00 1.DOX 370.2 370.28 CI-1 B+90.68 Rt 14,6' 378.32 370.6,2 Both 370,52 P-2 15 208.53 3.15X 377 2 370,82 CI-2 3+81.04 Itt 14.5 381.08 377.2,E 377 I2
B. M. 1999, Pg. 08 L,5-6 ~ q ~ a 2~ 24 i n ~,o,, D. B. $245, Pg. 2639 ~ PP ~ ' b ~ q iPetlands 73 P-9 15" 28.0 ' 1.002 377.¢8 377.22 CI-3 3+73.32 Lt 14.5' 3d1.l3 377.58 377.48
w ~ o w ~ ~ 72 ,d~,' 74 74 75 F-3A 15" 8.00' LOOX 377.88 977.68 CI-4 ' 4+10.00 !tt 12.6 375,43 371.20
o w o 71 Area ~r. ' M ' R yx 5 ~9~ ' P-4 38 38.Op' 1.OOX 370.98 370.82 Cl-5 4+10.00 Lt 12.5' 375.43 37L00 370.9
.Q ~ ~ ~ o c o - - ~ RI 'w7 V ~ R ~ , ~ a ~ x~cx a 70 ~~s~ P-5 15" 20.33' 1.OOX 371,20 371.00 CI-8 7+00.00 Rt 12.5' 372.84 388.78 P-8 !5" 48.00' 1.OOX 370.Q0 370.42 CI-7 '
q 26 ~ m' ~ ~ ti z _o ~ ' ' ; 8+20.00 Rt 12.5 371.38 387.87 387.5p P-7 15" 112.88' i.00x 388.78 367.87 CI-B '
C 4 X a x B B Y, 8+20.00 Lt 12.8 97!.38 387°30 387.2p F-8 18" 20.84' LOOZ 38750 387.30 CI-9 11+85.80 Lt 13.5' 373.02 - 368.fi8
d ~ 69 F-9 18" 40.00' 1.00 367.20 388,80 CI-!0 1 t 1 b8 51 Rt 13.5 3"!3.10 388.4x3 388,32
h NOTE: 22 2 P-~10 15" 23.90' LOOX 368,66 368,42 CI-1l 11+11.85 Rt 13.5' 372.20 367.71 367.81
n Temporary erosion and sediment P-11 15" 44.08' l.38X 388.32 367.71 CI-12 12+85.34 Rt 13.5' 387.78 383.15 Both 383.06 P~12 15" 150.70' 2.98X 367.81 363.15 CI-13 12+60.17 Lt 13.5' 387.95 363.38
control measures shall be provided After streets are constructed and site Note; NOTE: is stabilized and a roved 6 the Diversions are to e: , P•13 15 23.2 1.OOX 383.98 363.15 CI-!4 8+01.22 Lt 12.5' 388.74 362.8 ~
around all drop inlets and catch PP y basins, (See Detail Sheet) Temporary .Spoils Area Environmental Engineer, remove CB-2 immediately after ~rsiona are to be seeded " , 2 362.52 , ~ediately after they are P-14 24 42.67 1.OOX 383.05 382.82 CI-15 6+37.25 Lt l2.5' 385.27 361.7a 15 357.5
to be field located for aqd CB-4 and stebUize with seed, mulch constructed. strutted. P-15 24 180.08 0.50X 362.52 381.72 3 2.2 18
optimum use and drainage, aqd tac. P-18 24 20.93' 1.OOX 357.50 357.30 CI-18 6+37.25 ,8t 12.5' 38b.27 357.3 357.2
LEGEND: P~17 30 32.00' LOOZ 357.0 358.88 CI-17 5+00.00 Lt 12.5' 387.71 364.21 P-18 15" 134.25 1.50X 364.1'1 362,20
Culvert P-1 Data Culvert P-2 Data Culvert P-3 Data Culvert P-3A Data Culvert P-4 Data SEED, MULCH ANA TAC Total Drains eArea = 15.19 Ac. Total Draia eArea = 1.82 Ac. Total Drainage Area = 1.69 Ac. Total Drains eArea = 1.52 Ac. Total Drains a Area = 13.37 Ac.
-~-~-C- JUTE MATTING OR EQUNALENT Q25 = 0.5 7.92 15.18 = 80.15 cfs Quo = (O. B) 7.50)(1.82) = 8.19 cfs Qua = 0.6 7.50 1.69 =7:61 cfs = 0.6 ~.50 1.52 = 6.84 cfs = 0 7. - a = 13.37 Ac.
( ) ) ( ) 4l0 ( ) Qze (.5) 92)(13.37) - 52.95 PERMANENT CHANNEL LINING Tc = B.1B M;notes T~ < 5 Minutes T~ < 5 Minutes T~ < 5 Minutes T~ = 6.18 Minutes 3.37) = 52.95 cfs
Flow Depth = 2.23 ft, Flow Depth = 0.87 ft. Flow Depth = 1.25 It. Flow De th = 1.11 ft. Flow De th = 1,85 ft. TEMPORARY DIVERSION DITCH 24 LF - 38" RC,P ®LOOX 208.53 LF - 15" RCP ®9.OOX 28.07 LF - 16" RCP ®LOOX $ LF - 16" CP ®1. OX F " ft. Level Spreader #1 Data Level Spreader ,~2 Dete Level Spreader ~'6 Data
RIP-RAP LINED Velocit = 4.44 f s Velocit = 5.43 s Veloeit s 8.87 f s - R 0 36 LF 38 RCP ®1.OOX Y P y fP 7 P Velocity - 6.91 Ips Velocity - 4.27 fps 9 1.00% Total Drainage Area = 0,57 Ae. Total Drainage Area = 0.60 Ac. Total Drainage Area = 0.60 Ac. ~ QIO =(0.4)(7.5)(0.19) = 0.57 cfs QIp =(0.4)(7.5X0.20) = 0.60 cfa QIp =(0.4)(7.5)(0.20) = 0.6p cfs
- - - - - - TEMPORARY CONSTRUCTION LIMITS Hfl/D = 1.45 Hfl = 4.34 Hli/D = 2.34 Bll = Z.9z all/D = 2.11 All = 2.84 Hfl/D = 1.85 Hll = 2.OB HflfD = 1.28 HW = 3.$3 Max. Headwater Elev. = 974.88 Xaz. 14eadwatet Elev. = 980.04 Xar. Headweter Elev. = 380,12 Mas. Headwater Elev. = 379.72 Max. Headwater Elev. = 374.$1 = 3.83 Minimum Entrance 1Yfdth = 10 ft. Minimum Entrance l/tdt6 = !0 ft. Minimum l~trance Aidtlt = 10 ft.
---3f- 3E---- SILT FENCE 'v. = 374.81 Minimum pepth = 0.50 ft. Minimum Depth = 0.50 ft. Minimum Depth = 0.50 ft. Minimum End liidtll = 3 ft. Minimum Bad llidth = 9 it. Minimum Bnd l/idth = 3 ft.
Minimum !R th = 8 ft. Xini~um Le ~ ng agtb = 8 ft. Minimum Length = 8 ft.
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`DATA~LYfMC-1519 \ CPLANI, dwg Sheet 1

Road Widenin For g
rjTrr,rTY nF,~rC,w Rol,
DEVELOPMENT CONSULTING SERVICES, INC. e 1 aeo areson
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529 °°°oaooouaooo°° ,ooouuao°0° °oooaoooouo0000 Middle Creek Township Wake County, NC CAR °o0 000 ~ CARo 0000 .
919) 625-0411 00° ~ CARO °000 ( o `S l o FAX [phone] °°°p4'.••' 5s''•. r~ ~ Ol °o o° j o 5S 1'•. r~` °o 00 0 >°~ESS1~, ~ °o
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°°°th ~,~b°°° ~ °DOn M. °o°a d 'O~oO P' ~o oo° hh ~~a 0o GO Rlglit-of-way M. °0° ~ 0°°0 M. 0000 ,
nooueoo ~nooueooo°° d °QOOOOOOO Scale. 1 = 50 Date: U7-19-U4
race 0 50 100
Revised: 08-04-04 cRAPxrc scAl.>:
~ ~ ~ Revised: OB-23-04
~ O p Revised: 09-09-04 PREPARED BY
w+ rh 0 U~ ~ Revised: 12-23-04
Oq ~0 Revised: 01-13-05
'u ~ O h Proposed Revised; 05-02-05
ti~ Curb & Gutter Install Silt Fence Revised: 06-16-05 PROFESSIONAL LAND SURVEYOR, P.A. Silt Fence
~ ~ See Detail Sheet) ~ ~ v stin ( etail Sheet) Revised: 07-18-05 98 De of Street P.O. Box 730 An ier, N. C, 27501 P g
Ex. Edge of Pavement ~ ~ ~0 RCur6 & Gutte ~ O+ ~ II Extend 24 RCP 40 t,'xist;ng - 919 639-2602 FAX curb ~ cotter [phone]
o~ - 250' Approach Taper 150' Starage 12 LF each end Es. Edge of Pavement e of Pavement
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- W ~ _Ex. lh° Waterlin _ -
= -o.,~~. a - _ _ - - z - - _ ~ so' ! U, S. +oo - - Nr ~ - - e+oo . 60' R/iF (Public Dedicated) ~ p 9+00 ~ 10+00
7P \ ~ tiy, 441 _ _ _ + 5+00 ~ s+oo j 7+0o j y *
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~ J S. Main _ ~ - - - :K
- ,E~a, SSMH - EX. SAN. SE 7, PP ~ ~ 12" RCP - - _ _ _ Ex. SSMH - ~ TP
TP , - . _ - - - 1... - ~,P TP TP TP
Proposed Edge I ti of Pavement Existing ' P " 150' Storage 00' Departure Taper :per 60'
I ~ Fire Hydrant Ex. SSMH Remove Existin ci Right-of-Way a
~ Install Silt Fence (ra Re Relocated) ~ 12" RCP and Install ~ Width
et ~ Install Silt Fence (See Detail She ) ~ New !8 RCP ZONED: R-20 I New FYre Hydrant ~ ~ (See Detail Sheet) ~ ~ 8'-0" 2'-6" 8'-8" 27' Wide Existing Varies 6' 6'
nr e Perr ~ k ~ I ZONED: CH ZONED: CH Ge g y _ ~ ZONED: R-15 ~ y 0 5. 5' ZONED: CH ason CN ~ ~ ZONED: CH haulde Widening Pavement idenin Shoulder Ditch
n. B. s35o, Pg. 14 ZONED: R 15 , ~ Thoman E. Faller, Jr. Marsha]] M ason ~ Kathleen T. Jones e P . 47B q q D. B. 1398, Pg. 570 a 1/z" /ft » 1 4 'Per Ft. S~oP
hell Edrith D. Powell ~u a Elizabeth B. McCarric D. B. 4124, P . 47B B. M. 1994, Pg. 465 Rex Po ~ ~ D. B. 8486, Pg. 147 R P .2701 ~ y D. B. 3499, Pg. 75 D. B. 857, Pg. 33 D. B. 8711, g t~, g N o4 , . 1/4 Per Ft. - Per Ft. W ro a gl ~ ~ -
I ei'~' M W Existing 3 • ' ~ 1-1/2 ~ v
~ , Dwelling . N W -9.5 1-1/2" 5F-9.5A 'abdlvJSlon ~ 2'_8" SF A Compacted 5 H
~v" r ' " ~ band Gutter S. L, Lane Subdivision ti t, a Future Cur B. M. 1945. Pg. 76 ~~I u 3 4 Curb & Gutter 5 H Sub-Grade 8° ABC Pg. 76 8 ABC
Future Curb and Gutted i3i~ xisting , From Sta. 5+88 to 8" ~ Sta. 7+91 Left only
and 5' Sidewalk il?a er Ateter 'i~ I i r. 'r
1?E NF.W 8" WATF,RIINE INTO
EXISTING 16" WATERLINE PER TOWN OF FUQUAY-VARINA U S HWY. 401 WIDENING # 2" SF-9.5 A Superpave Asphalt Mix
5" x Binder
NOT TO SCALE 9" STBC, Type A or C t-1/2" SF-9.6 A Superpave Asphalt Mix
5" H Binder
• SgBJBGT TO STANDARDS OUTLrNBD ON 8° ABC, Type B
PACB E9 OF TNB NC SDRDLVLSION ROADS kJ~lIIl1UY CONSTRUC110N STANDARDS
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aa~r d u su o an , o . ~o . ~ . o
• X18 , n ~ e Z,G~ (fi ifi) .Yfrd ,2'9'61 = ga~ueq a.ty ,01'x! = r{aHua7 a.r~ ,IB'6 = ~uao~uvl 9B'B = ~ua~ual
' r : : • P m ~ 9V8S b, o Ilio-~z9 (sts) 71 9E'0 = 9~daQ ,00'OE2 = snrpeg ,00'003 - snrpeg pdj i0'g = d'~taolaA aEl,E9o3 = g~lap „89,82'02 = gflap
,~N un o,~ axg,~ drgsuA~o,T ~aa.r,~ aIPPII1r : ~ p ~ m 9~9Z I o 1 3. '~C'' ,`J -7 0 o . ssa.. o a (sl[oS areg~O p = u sHuturto N sl eQ g 'oN aa.rn~ eZ e~ ~ 'oar an.rn ~
, n • a n~1 S o Anz ~rrnr rrvnu nvnnru~~u roar
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IqJ tIl t' 0;' p~ 0®0 p 19D0 filed O7Q+~Q • , 0j S SS~~ , 1111111 'Aff N9!sNQ A via 88'0 = (92.OXQLX96'0) = erb ,29'61 = q~~°Ue7 aid q~~uaq ary a{+ ~z0 = my ateurerQ lr{oi ,r8'6 = ~uaYuel 69'lr - ~uaofuel
a~f 000 rUfn •i ~ 'fee Ogy 4ly~e
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el eQ 5 'OA( aean j e) eq S o~ ae r"o
I

1107 r osed Reali nment and Road Widenin Far Po P
0 ooo9eoo°o°°°D°o
C h2 ~ N o °o~ ~ CARL °oo lr
Fugnap Varina 04 • '°ss°°° e 1 a e 0 ar es on ° e• ~E IO°°•., ~ °
1103 o ^ ~ o o °a~ q~ : o s~A~ ~ Middle Creek Township make County, NC
a 'P767 o L-2645 ~ o O ~ o
-SITE °o ° 9 Off: o
° ~ ° u c o n son re e °°~p yeti°o
!!oo 00o b~ T~~ 000 000 M, 00
o~ f °p ~ 26' Pavement Pro osed 50' Ri ht-of-wa
f°,, s P g Y ~ ,
~ Doti N o \ 5 Scale: 1 = 30 Date: 03-02-05
4 evised: 06-16-05 3o so
~ ~$r~e Co X60 Revised: 06-27-05 , GRAPHIC SCALE
1447 dett o,

1¢15 PREPARED BY
r ~
ti ~
PROFESSIONAL LAND SURVEYOR, P.A.
S. L. Lane Subdivision B. M. 1945. Pg. 7B 98 De of Street, P,O, Box 730, An ter, N.C. 27501 P g
w [phone] [phone] (FAX)
r VICINITY MAP ~ _
No Scale Tp
37 To. 7 Tommy w, Broom
S D. D, B. 10233, Pg, 225
PP ~ I - - _ _ _
I - - - - I- _ - - - -
~ 36 ~ ~ 6
o - ~ -
- - - _ o--- _
~ o I ~ ZONED: CH I
Elizabeth B. McCarrlck 3 35 5
I D. B. 3499, Pg. 75 ~ 't . J
- - y,>
ZONED: CH y~,,
Eglstz'ng Don 2 12' 12 2 Dxelling 2 34 ~ {4 Donald C. McCarrick b
I D. D. B. 4053, Pg. 725 `J~°`'
4 i I Ex. 5SMA - -
I
Right- 33 B.M.; Right-of-way per C3 B. 1945, Pg. 76 i ~
1 Future Curb
and Cutter
- N Existing -
I water Meter I /
NEW B" WATER 1VG91N ~ ~ :N ~ ~
. ~ ~ Buck Johnson Street 'a ,t poi ~k
w ~
~ X. SAN. SEWER 00
~ ~
~'~F01~CE~
R CP - ' t. ti.
O Op en FYre j-a"~a ~ i file
h ~ ; C+ Hydrant Existing ~ 2 RCP Nater Meters
448 s , ft. q 15' Temporary Construction Easement
EzisGia Right-of-way P tight-of-way per
CP F1re Hydrant Future Curb and Gutter D. B. 8711, Pg. I (To Be Relocated) and 5 Sidewalk B. 8711, Pg. 2701 D
a 521 sq. ft. Bsisti g FYre Hy t
I ti O
<l+
~o ° ~l` ZONED: R-15
~ Powell I Edrlth D. ~ I ~
PP ~ y I1 P .2701 D. B. 87 g 0 41 ~
I 0.755 Ac.) ~ ~ ~ M ` J ~ of ~ Ul ~
~ . I ti ~ ~
ro ti~ ~ ~
i ~ ~ i
i i
I EI TP ~ ~
~ ?91.05'
I ~ N 83°21 ~ 18 W
u Ex. Ed a of ~ ~ I i
g ZONED: R-15 v meet-C ~ Pa e a ~ Rex Powell - i 81P i
~ D. B. 857, Pg. 33
0 N I
Proposed Edge of Pavement
i
i
333
Sheet 2-A
\DATA`Lri'MC-151 a\ CPLAN2-A, dwg
_ _

i i ~
LS 3
CB 5
1 stall Diversion Ditch After ditches and site are stab,lazed and
67 66 0 6 64 FIRa°xrr~En After ditches and site are stabilized and 68 SSMH-I1 _ ~ ~ ~ S MH`!O From Sta. 5+00 to Sta. 9+50 approved by the Environmental Engineer,
approved by the Environmental Engineer, ~ Q. IS' Te y LS-4 / mporar Construction Easement (See Detai! Sheet) remove CB-8 and stabilize existing channel
CB-,5 and construct a 8' Base remove / Bottom Tra ezvida] Channel and stabilize / w - P / - - with NAC S75 Staple D to property line. SSMH-9 POND Erosion Control la
with NAG S75 Staple D. (See Sheet l) SSMH-12 P n For
~D Discharge along ~ Crean ~ V ~ a pQ L'xisting Channel
3+00 -o fl u is ~ --~----s---- ' C -e t e l a e o ar es on
stall Silt Fence ~ In o~ f O t0 Sta. 4+O CI-¢ PROPOSED From Sta, ~ 0 ~ a e r FI$E AroRANT ~ E%18t1n
(See Detail Sheet) of J--- - - _ - ~ ~ _ - CB-6 R \ g °DUOOODBO ° S illwa Channel oo°°° CA o°B®o Middle Creek Township Wake .County, NC 4 P y oo $ Rp °o
/ ~ , _ _ 4' Ullll?y fasemeni (ryp/cal) ~ o ooQ`~ ~jo
0 ~ 1 ` - _ 0 / O . SSMH-13 x ~ ie' - ~ 44 O ;a`~ o r e o rl ve
Curve No, 7 Da to 2 ~ rh Temporary Construction Ease ant ~ _ „ ~ a - 50°,58'51 ~ ~ ~ Del t - ~ ~ 4 , ~ ~ a s n o SEAL o
Radius = 150.50' 70 56 ~ ~ ~ ~ m ~ L-2845 e , , ~ 25 & 27 B-B 45' & 50' Ri ht-oP-wa
Tan ant - 71.70' ~ ~7 h g - ~ 58 59 SSMH t 8 ~ y SSMH m „ _ , m ° Scale: 1 - 50 Date: 05-17-04
Arc Len th = 139,82' ro 60 a w 81 82 83 ~ 45 ~ w + ~ o0 0 • 5~eoo®
N o "1 'r1 0 ooa M. 0 0 50 100
Curve No. 8 Data ° SSMII-14 SSMH Delta = 89 58 b9 SSMH- ~ DDD
Radius = 100.00' V~~ G1tAPHIC 5CALB
Tangent = 99.91' 71 PT Sta. 9+28.3 Arc Length = 158.99 55 Sta. 9+ 28.33 43 p
$ +89.62 ± pC Sta. ~ o PREPARED $Y ~ Revised; 05-08-04
Custom Basin 46 46 o b Revised: 05-28-04
a Install Basins as designed (See Detail Sheet) ~ and clean when 509 lull of sediment, ro W o Revised; OB-21-04
~ ev _ _ PROFL'SS.rrONAL .AND SURVEYOR, P.A. t ~ R 1sed: 07 22 04
2 a Immediately stabilize op protect sediment removed with Note: 7 a 54 o be seeded a sift fence and replace gravel filter wtth new washed stone. Diversions are t 2 a, ~ Revised: 08-04-04 98 De of Street, P.O. Box 730 An ier, 1V.C• 27501 B ~ P
immediately after they ere PROPOSED N B v Revised: 09-09-04 • 42 ~ [phone] [phone] (FAX)
constructed. FIRS HYDRANT ~ _ CB_s 47 CB 5 47 * b Revised; 10-12-04 o p Revised: 10-18-04
~ - - - _ Tote! Drainage Area = 1.89 Ac. Total Drainage Area = 1.38 Ac. PC Sta. 10+18 "ta. 10+18.58 ~ v' - - Re ised. 11 22 04
= 0,4 7.5 1.89) = 5.87 cfs Q10 =(0.4)(7.5)(1.38) - 4.08 cfs •5~ a--- Q1o ( I( PROPOSE _ Disturbed Area = 1.89 Ac. Disturbed Area = 1.3B Ac. FIRE yypRAN1' - - ~ ~ Revised: 01-13-05
Level S reader 3 Data 1.89 (1800 cu. ft,/Ac.) = 3,402 cu. ft. 1.38 (1800 cu. ft./Ac.) = 2,448 cu. ft. P # , C St a Revised: 05-02-05 a. 10+3 .40 ~ i~ATERLINE DESIGN BYr
Total Drainage Area = 1.89 Ac. ~ LINE uck Johnson 29'N x 59'L x 3'D 25'if x 49 L x 3 D - P3lIPOS~-~~ ~ PP Includes 1' Vertical Flood Stora a Includes 1' Vertical Flood Storage) a Revised: 08-18-05 DEVELOPMENT CONSULTING SERVICES INC. +5 .23
Q10 =(0,4)(7.5)(1.89) = 5.87 cfs ~ $*RR ~ ( g) ( anc Pfidth = 10 ft. 5D' public R/ , SAN. s Minimum ifeir Length = 10 ft. Minimum heir length = 10 ft. P C Sta. 10 ~ Revised: 09-O1-05 ' 1401 AVERSBORO ROAD, SUITE 208
Minimum Entr e ~ cq Minimum Depth = 0.5 ft. - c Revised: 10-14-05 G NER, NC 27529 41 ~
Minimum End }fidth = 3 ft. BUS 01n9011 nson ~ Revised: 01-24-08 91 825-0411 - I (s~ • - - Exist. SSMH FAX [phone] p°aDOaoDDepOBOO
Minimum Leng - fir=-- S Rim = 371.4E ~ ~ o C o
15' Temporary Construction Easement - - Inv In - 3t1~.40 o SL~ ~j o 1 STALE ~ 01NT Inv Out = 383.22' 0 ~ .~~ESSIO,~~~ °oo
r x x x NOTE: Level Spreader #4 Data Temporary ~ q Temporary erosion and sediment _ -
Total Drainage Area = 1.38 Ac, Spoils A1'ea Q ~ % control rgeasures shall be provided _ = 0,4 7.5)(1,38) = 4.08 cfs k x x q Oj -8 L I tars ction Exist'n S i11Wa Cannel m I4~ ~r'~ mZ _ 5S1~H I C/ n e 1 g p y h r- ti ~ ~ SEAL ~ ~ ~ I
410 ( around all drop inlets end catch H x r Q Te orar , Minimum F,ntranre ffidth = l0 ft. O~, N C basins. (See Detail Sheet) y l Sta. 10+se,51 Q -(0.4)(5.75)(20.97) = 48.22 cfs e ~ 023720 ~ n l 4 40 I Charlestoq Dr. ~ _ = NOTE: e ~ ~ m
2 ~ O s Area ~ ~4 Mmimum Depth = 0.5 ft. 1 y l x~ x ' a ~ 'j CI 1 ( ) Q (0.4)(8.89)(20.97) 57.79 efs ~ a ~g ,lR 27 goo See Sheet 1 for Storm m g o ~ =Sta~88 Dottom 1Pidth (ll) = 20 n = 0.03 (Grass) 0'1~' • ~'GI13~ w o
Minimum End lfidth = 3 ft. O ~ ' 'mum Len th = 53 ft, , ~ ro 11 Mmi g N ~ ~ _ 5 D P OPOS6D 8 PVC Drainage Data, o . +....u~' o iii' IfATER LING !Buck Johnson St. Average Channel Depth = 1 ft. 0 1t 0 0 1 ~ o p'~ o
J 12.1 side slo es Velocit = 2.93 f s o0o h M o00 ~ q P Y p 00000000004 °
~ ~ Iii.. 10 1.40 long. slope Flow Depth = 0.72 ft. ° ~ Approx. 116 LF -NAC S75 Staple D
a m R ~ I
u ve t P-7 Data Culvert P-9 Data Culvert P-11 Data Culvert P-13 Data Culvert P-5 Data C 1 r a ~ T = ydg , ~ 2 ~ I ~ T = 82.4 0.72 0.014 = 0.83 sf
- o I Drains a Area = 0,33 Ac. Total Drainage Area = 2.24 Ac. Total Drain a Area = 1.23 Ac. Total Drains eArea = 0.25 Ac. ~2 Total Drainage Area - ].Iii Ae. T to _ = 0 8 7.89 1.2 - 5,82 cfs = 0 8 7.50 0.25 - 1.13 cfs , - 0.8 8.19 0.33 - 1.82 cfs Q10 =(0.8)(8.19)(2.24) = 11.01 cfs Qto 3) - Q1o ) I h Petmiss~ble Sheer Stress - 1.55 psf (NAC S75)
Q1o - (o,BJ(8.19)(1,1s) - 5.7a ~f$ Qro ( ) ) Tc < 5 Minutes To < 5 Minutes T~ = 7.28 Minutes Tc < 5 Minutes Tc < 5 Minutes , ~ o° ~
- Floq De th = 0.43 ft. Flow Depth ~ 1.31 ft. Flow De th - 0.82 ft. Flow Depth = 0,35 ft. Flow De (h - 0.91 ft. _ C. ®1.389 23.21 LF 15 RCP ®1,OOx P pp 44.08 LF - 15 R P ~ ~
„ 12 88 LF - 15 RCP ®1.OOX 40 LF 18 RCP ®I.OOx 20,33 LF - 15 RCP ®1.00% 1, ~ _ s Velocity = 7.31 f s Velocity = 7.10 fps Velocity = 4.82 fps NOT,:
Velocity = 8.31 fps Yelacity - 8.95 fp - P _ _ ,Bg Hi1 D = 0,57 Alf - 0.71 HiY/D = 1.89 Hli = 2.53 HPr'/D = 1.38 H1Y = L72 H11/D = 0.45 Hil = 0_58 14 Hlf/D - 1.35 Hlf 1 / _ Max. Headwater $Iev. = 389.79 Max. Headwater Elev. = 370.04 Max. Headwater Elev. - 383.94 0 ~ ~ eatment for side ditches and charm s a 38 I Tr el
Max. Headwater Elev. = 372.89 Msx. Headwater Elev, - 389.49 I as s:~orrn herepn are based on North American
13 13 C L jntersection ~ o Creep products and s ecifications for temporary , +05.31 I P LEGEND: Sta. 13 and ermanent linings or equivalent. ~
Cu vert P- Date Culvert P-! 0 Data Cut vent P-12 Data Culvert P-ti Data Charleston Dr. ~ SEED, MULCH AND 13 4 ;
Drains eArea = 1,81 Ac. Tote! Drains a Area = 1.81 Ac. Total Drain a Area = 0.57 Ac. Total Drainage Area = 1.28 Ac. _ - _ ~CI Total- g = 791 efs Q = (0.8) 8,19)(1.81) = 8.89 efs Q10 = (0.8) 8.19X0.57) - 2.80 c!s Q10 =(0.8)(7.89)(1.23) - 8.08 efs CI ~ ~..~t11.-8#~.,1~ JUTE MATTING OR E ~~UNA~sNT
Q10 - (0.8)(8J9)(1,81) 10 3 Q Quai1>rood Dr~ Install Silt Fence PERMANENT CHANNEL LININ
' ores Tc < 5 Minutes Tc < 5 Minutes To = 7,28 Minutes - J/ T~ < 5 Min Flow De th - 080 ft. t, Floq Depth = 1.08 ft. Flow Depth = 0.58 ft. P - I G (See Detal~ Sheet TEMPORARY DIV RSION DI o --~{j--r?- E Tl~i
Flow Depth = 0.97 f _ „ 23.27 LF - 15 RCP ®1.009 150.70 LF 15 RCA ~ 2.98' _ - 15 RCP 1.00% 20.94 LF 18 RCP ~ 1.009 _ CI-14 48 LF Velocit - 8.84 f s Velocity - 9.81 tps CI-14 .;~t M I RIP-RAP LwED SSMH-1
Velocity = 8.87 fps Velocity = 7.53 fps ~ 0.00 Hll = 1.00 HW/D = 1.42 Hll = 1.78 ~ - - - - - - TEMPORARY CONSTRUCTION LLtlITS Quailwaod Drive 5o R ~ I
H}f D = 1.20 H1f = 1.80 Hll/D - L33 Hif = 2,00 v = 389.3 / - Max. Headwater Elev. = 389.80 Mar. Headwater Elev. = 989.88 Maz. Headwater E1e . 9 Max. Headwater Elev. - 372.70 - )E-- -1E- - SILT FF,NCE
rr ~.y x s ng 5' Sidewalk
SS ~H-2 -SS H-2
O -
- _ _ O p ~ _ - - -CEO----- ~0- m ~0 I - ~ tir-~ +_-Q ?A - _ - - -p - O _ - -
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- ~ - ~ - -tc , - 1L _ - - - fI h~ ~ 0 i ~ - - ~ -
-~a _ - _ ~ - ~ ~ . _ _.._i ~ ' t - 390
-w ~ to - _ _ _ ~ i - - - - ~ 1 - -_ro 1 _ w 1 - I ---ar 390 - - - - - .
- ~ v-
~ ~ ~ _ - - - - a
- - ~ __511: --8 11- = ~D
0- - B _ -
_O - - - - - - _ - - - -
_ - - o - - - - - o - - - - - - _ - - - - ~ Gam, ~ „ _ ,
_ _ _ - - o _ r - _ - ra - - - - - - i, ~ - m -
c - - ® - o _
~ - - ~ ~ ° * ~ - _ 38 ~ ~ 0
- - . a- - - ra ~ - - - - 3 -
_ _ _ - ~ - _ ~ - - ~ ~ _ ~ ~
- - - - ti - - - . a- - - _ ~a
- Min. - - - -
_ om _~u gre _ - - - - - - -PROP- - x _ - - ~ - - _ ~ - -
- - -
- - _ _ _ - - - - r
- _ _ _ _ - - - - R 8 - ~ - - - - - - - - - -
, - - XA ` RDP - 8ti. _ - -
_ _ _ ~ - - - - - - i _ ~ g0' Left - _
~ • ,enx _ - _ _ - z- _ _ - - _ - - - - - _ 370
3~0 _ _ _ - _
t _ _ ~M 1 _ _ _ _ _ - n~ - - - - e . - n. 0
_ - - - 1-Join - - - - - - - - ~ - - - _ ' - _ - - - from - - - ubT e - ---i----
- - Sa7z~ _ ~r - _ - - - - -1--- i
1 - - _ - _ ---5----- - - - - - F-_ ~ - ..---~1V - - - - - - - 1---- ~ - - - ------r ---t- - _ - -e, RS 03__ i „ 5r - - - -i---
- - . - fi---- - - - _ _ - ~i t- - - fER iaiNE - - ~ ~ n » - - - - . fs,- - - -
- - - - _ - - ti - _ _ _ J ~ ~ - - - _ _ - 0 - *a - G - - - ~ - 9 __-j-_ - - --I--- - -
i - tl~ 0'y ~ ~ ~ ~ - - - -_-O- ~ - - ~ - __O-- - _ -O C3- - - 1i - _ • ~ _ 9
- - - 1 - - - - - _ r-- ~ - _ _ _ ~ 1 - - _ _ tcj__ ~ th _ - - - --0'~ - p- _ ,.r.e - - - - - - - - ~ -
~ - - _ - - .~+r ~2 - - i ~iw - - ~w - - - - - ~ ----1--- .kN - - - - 360
- - - ~ _1_.q~l - y 1 M ~ ~ -I _ 360 _ _ - _ _
O o - - - - - w - - o ~ ~ w, ~ _ - _ _ w
- - ~ . - ~ ~ ti. _ - _ _ - 0j - - - - - - _
- _ _ - _ - - . --0 ei, ~ 4 - _ ~ iF
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_ - 1 - - - - - - - - - - - - " - -
_ - ~O - - - w-~ - - t~ ~ - ~ - _1 b
- - ' ti ~ ~ i~~
- - -
- - - - o - 350
3~t7 - _ - - - - _
1 .
CIQ
-
- - -
f00 3+00 4+00 5+00 6+00 7+00 8+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 333
O+OO 1+oo z
DATA\ LIIMC-151 B\ CPLAN3.dirg Sheet 3

Erosion Co t o n r 1 Plan For
Curve No. 9 Data UTILITY DESIGN BY.•
Delta = 4°07'11" DEVELOPMENT CONSULTING SERVICES, INC. e laeo ar es on
Radius _ 500.00; 1401 AVERSBORO ROAD, SUITE 208 ooQOUaooaoOOOOO °°0g000pppppp0°
Tan ent - 17.98 0o CA oo g _ ~ GARNER, NC 27529 °o RD o° Are Length - 35.95 00 ~L ~j o° ~ ~ARo Middle Creek Townshl Wake Count NC o° 4~ ll oo P ,y,
919) 625-0411 0 0 ~ssl ~ ° ~ ( o p. o FAX [phone] : ~ 9 ~Ilb
n i 9L~AL ~ ! ~ b ial' ~'1AAtt ~e A
1 d 2 023728 ti m u1W a oa v rl e o L-2845 e 4 , ~
o 4' 4: ~ o, o e `;~9 m 25 & 27 B-B 45' & 50' Ri ht-of-wa
NOTE. ~ '•.~'Cl NE,;•' °o b ~ ti~oo° Scale: 1 = 50 Date: 05-18-04
See Sheet 1 for Storm °°ool' ° 00~ g~~p0 Drainage Data. BOO M. ®00 ~ Ex. SSMN o0 0 , ~~2°°0 1
00000000 _ °0°p M. T Rim Elev. - 371.42 opp q0q o 50 100
Inv In = 363.40
Inv Out = 383.22 cR,apxrc scAtE
24 ~ Renised: 05-28-04 PREPARED BY
1 Revised: 06-22-04
4~ Revised: 07-22-04
R~ ~l 5 a, Revised; 08-04-04 p ~ PROFESSIONAL LAND SURVEYOR, P,A.
- 12 ~ / 0 22 Ftll Area + 12 ~ Renised; 09-09-04
21 or Positive ~ eh o I ~ / 23 20 ~ ~ 0 ~ ~ 39 a a~ Revised: 11-22-04 98 Depot Street, P. D. Box 730, Angier, NC. 27501
19 Drainage ~ , ~ 18 17 ~ ~ ~ ~ ~o' I ~ Revised; 01-13-05 ~ .h q [phone] [phone] (FAX B ~ )
~ 16 15 ~ o 0. 5 15~Te~or~ onstrucf: 14 ~ ~ ek ~ o Revised, OB-09-05 o ~ ~ ~ 0 0..i -
C L Intersection ~ - - an Ease ent ek ~ Revised; ~9 01-05 ~ ~ ~ ~ 5 168 R vi ed: - -
ROPOSED ro Y Sta. 0+00 ~ - ` _ _ arvRarvr ~ w ro 13 4 w g~ ~ I .a b e s t]1 24 08 13 0 ~ 4 ~ ~ 38 ~ ~
4,_Ufili £osement 1 uailwood Dr. Lr~~ol 1 ' ~ ,o I ~ Install Silt Fence Culvert P-14 Data Culvert P-17 Data ~~q
=Sta. 2122.98 a CI ~ ~ a (See Detail Sheet) _ _ CI Total Drama eArea - 2.99 Ac. Total Draina eArea - 5.72 Ac.
-----s-----_ ~ _ (Award St.) o - CI-17 3 3~'-- = 0.88.92.99 =12.41cf - 1 SSMN-2 ~ ExlsOng Curb and Cufier (Typ.) 410 ( ) ) s Q10 = (0.8) 7..50)(5.72) - 25.74 cfs
_ -e______ P-18 CI- 5 15 - - ~ B U eR Ralson To = 7.11 Minutes T~ < 6 Minutes ti Eatst~ta~ FYre.B draat Flow Depth = 1.06 ft, Flan Depth = 1.44 ft.
~ oPesE~ p`15 CI-14 b FIRE RYDRAN y` - ~ _ <,y , ~ o~---r,~ 42.57 LF - 24 RCP 1.00 32 LF - 30 ° RCP ®1.00' CI-14 - afar V ve Velocity = 7.60 fps Velocity = 8.80 fps
p ~ R1QSrfING B ~ TER l1N8 ~ HlY/D = 0.98 HIP = 1.95 HiF/D = 1.11 Hii = 2.77
~ ~ SSMN-4 _ - - c, ~ ~ - . - ~ 4 157 7emporar - ~ Quailwood Dave Max. Headwater Elev. = 385.00 Mex. Headwater Elev. = 358.97
SSMH-SA J' Construe - - - ZONED: R-15 ~ 25 taon Ease e`nt - - - I 50' R
Rex Pa well % - - 26 SSMH 3 - ti x sfing 5' Sldewolk - Culvert P-15 Data Culvert P-18 Data
D. B. 857, P . 33 0 27 ` g a 28 29 - _ SSMH-1 T tai i - _ _ v Doghouse o Dra na a Area = 3.02 Ac. Total Draina a Area - 1.11 Ac.
~ ~ 31 32 _7 PROPOSED ~ ~ ••i 410 = (0.8) 8.92)(3.02) = 12.54 cfs Qlp = (0.8) 7x50)(1.11) = 5.00 cfs PROPOSED ~ ~ A , q ~ ~ T~ = 7.11 Minutes T~ < 6 Minutes
LS 6 ~ - 33 FIRE HYDRANT ~ ti p q a0 Flaw Depth = 1.33 ft. Flora De th = 0.72 ft.
C 20 D ainage Ease ` - met - - 34 q .b Ip,i~ u P _ ti N o + w CB 10 180.08 LF - 24 -RCP ®0.50% 134.25 LF 15 RCP ~ 1.50x
- q 35 w ~ p ~ ~ I ~ ~ Velocity = B.bB fps Velocity = 8.b1 Pps 35 ~ ~ ~ 36 ~ 187 HPf/D = 0.99 Hll = 1.97 H~/D = 1,19 HIP = 1.49 ,
x , ~ 37 o Mae. Headwater Elev. = 384.49 ~ ~ ro ~ w Mag. Headwater Elev. = 385.70
PROPOSED ~ > rk ; r
k e cv AND Custom Basin 2" BL011-OFF t~ ~ a ~ ap, O I ~ ~ Culvert P-! 8 Data
Install Basins as designed (See Detail Sheet) ~ -..L O b q ~ Tote] Draina eArea = 4.99 Ae.
and clean xhen 50X lull of sediment Install 6'W x 14'L x 18"D o p ~ ~ Quo = (0.6) 7.50)(4.99) = 22.48 cfs
- Class "B" Rip-Rap Constructed CB-7 (with baffles) CB 9 Dissi ator d = 6" Tc < 5 Minutes Flow De th = 1.83 It. .
Data = p (en ) Channel 2 Leve] Spreader ~5 Total Draina eArea = 5.72 Ac. Total Drainage Area 0.20 Ac. ~ Install Dlv Install Diversion Ditch 20.33 LF - 24" RCP ®1.00% ~'r
Total Draina eArea = 5.73 Ac. _ g - g - 0.4 7.5 5.72 - 17.18 efs Qlo =(0.4)(7.5)(0.20) = 0.80 efs (See Cover Sheet) From Sta. _ Quo ( ) Qfo =(0.4)(7.5)(5.79) - 17.19 efs Disturbed Area = 5.72 Ac. Disturbed Area = 0.20 Ac. Ex. SSMN Veloctt = 9.08 f s From Sta. 5+00 to 8+00 y P Rim Elev. = 361.8 HIP/D = 1.89 HiP = 3.38 .
Minimum Entrance ifidth = 18 ft. 5.72 (1800 cu. ft/Ac.) = 10,296 cu. ft. 0.20 (1800 cu. ft./Ac.) = 360 cu. ft. Install Temporary Inv In = 358.88 Max. Headwater Elev. = 360.88 LEGEND:
Minimum Depth = 0.6 ft. 41'lY x 84'L x 4'D 14'ri' x 28'L x 2'D Diversion Ditch Inv Out = 358.59
Minimum End }Itdth = 3 ft. (Includes 1' Vertical Flood Storage) (Includes 1' Vertical Flood Storage) From Sta. 3+00 to 9+00 SEED, MULCH AND TAC
Minimum Length = 223 ft. Minimum heir Length = 14 ft. Minimum lYefr Length = 10 ft. NOTE: -~--.i JUTE MATTING OR EQUIVALENT Temporary erosion and sediment PERMANENT CHANNEL LINING
Level S reader ~8 Data Level Spreader #7 Data CB-10 p control measures shall be provided
Total Drainage Area = 0.20 Ac. Total Drafnage Area = 2.01 Ac. Total Drainage Area = 2.01 Ac. After streets are constructed and site Note: After st ets are constructed and sate TEMPORARY DIVERSION DITCH around all drop inlets and catch n be seeded basins. See Detail Sheet is stabi]~ed and approved by the RIP-RAP LINED
0 4 7 5 0 20 - 0.60 efs Qfo =(0.4)(7.5)(2.01) = 6.03 efs = 0 4 7 5 2 01 - 8.03 efs is stabilized and approved by the Diversions are to be seeded 410 Qto ( ) • they are Environmental EnRiaeer, remove CB-A, - - - - - - TEMPORARY CONSTRUCTION LIMITS
Minimum Entrance iYidth = 10 ft. Minimum Entrance iftdth = 10 ft. Disturbed Area = 2.0! Ac. Environmental Engineer, remove CB-7, immediately after they are intmum De th = 0.5 ft. Mtnimum Depth = 0.5 ft. 2.01 1800 cu. ft. Ac. = 3,818 cu, ft. install P 17, dtssipator and Constructed constructed. M P ( ~ ) Channel ~'2. Stabilize as noted on cover sheet. and CB;~O and steblHze with seed, mulch 4~d tac. SILT FENCE
Minimum End tFidth = 3 It. Minimum End Nidth = ft. 30'If ~ BO'L x 3'D
Minimum Length = 8 ft. Minimum Length = 78 ft. (Includes 1' Vertical Flood Storage) Minimum 1Yeir Length = 10 ft.
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Sheet 4 DATA\LWMC-1519 CPLAN4.dn S

r
ONE SILT CHECK DAM ST ' TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE
UCTION SE UENCE CONSTR Q
PREPARATION SEEDBED STEP 1 STEP z 1. NCDOT #5 or #57 washed stone shall be used.
over 1. Obtain a land disturbing permit, Schedule a preconstruction 1. Chisel compacted areas and spread topsoil 3 inches deep conference with the Environmental Engineer, Dave Parnell, RIVE STEEL POSTS 18° INTO GROUND AND EXCAVATE ATTACH WIRE FENCE TO POSTS AND EXTEND THE Pad to be 50 L x 20 W x 6 D at a minlmum. D ~t A 6"x 6" TRENCH UPHILL ALONG THE LINE OF POSTS. BOTTOM OF THE FENCE B" INTO THE EXCAVATED 2, Turning radius sufficient to accommodate large trucks
) ' 'ens if available. 1' Mi . adverse soil condltl Pavement WOOD POSTS 4" IN DIAMETER MAY BE USED. TRENCH. is to be provided.
. 2. Install gravel construction pad, temporary diversions, silt fence, k r~/~~/ re ' s nr other measures as shown on the approved plan. /i~~i ~ ~ / ' area to 6 inches depth. 3. Entrance(s) should be located to provide for maximum
2,) Rlp the anti custom basin. _ \ \A~~ olll as necessary to install these devices. 5'eed ],emporary \yA VA VA VAS utility by all construction vehicles.
Cher obstructions leaving (,9enr y /~i// ~ . ~ ~ /fV//~ ' ve all /vose rock, roots, and o diversions, berms and basins immediately after constnlctlon. \ Rento A ~ A/ \ ~ ~ ` J.) hl smooth and uniform. \/\/AA/ Roadside Ditch 4. Must be maintained in a condition which will prevent e Ditch MAX. 10'
surface reasons y r / / .Call 858-7549 for an ensile inspection by Environmental Engineer BETWEEN tracking or direct flow of mud onto streets. Periodic PosTS ~ top dressing with stone will be necessary, keep some
tilizer and su erphosphete uniformly 3 / / 4.) Apply agricultural lime, Ter P to obtain a Certificate of Compliance. * / //V//~~ handy.
d mix with soil (see below Class 1 R~ -Ra with No. 5 \\\\r` ate; an P P \/\/\/\/r N ' orm 4. Begin clearing and grubbing. Maintain devices as needed. Rough Washed Stone on the Upstre fir, /r' Where Ditch does not Allow a 2' got Allow a 2' Weir 5. Any material which still makes it onto the road must
5. Continue tillage until swell-pulverized, firm, reasonably unlf rode site. Face See Side View) Section, a Parabolic Swale shall ) 6 Inches des . g ( c swage shall be be cleaned up immediately.
seedbed is prepared 4 to P Constructed with Class IRip-Rap lass IRip-Rap
' tl with 5. Install storm sewer, if shown, and protect inlets with block and 8. Seed on a freshly prepared seedbed and cover seed hgh y revel inlet controls, sediment traps or other approved measures SECTION ACROSS DITCH STEP 4 STEP 3 a~
) or cult] ack after seeding. g seeding equipment P as shown on the plan. Begin construction, building, etc. ATTACH THE FILTER FABRIC TO THE FIRE FF,NCE BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY aayV
7. Mulch immediately after seeding and anchor mulch. Stabilize site as areas are brought up to finish grade with vegetation, 6. AND EXTEND THE BOTTOM OF THE FABRIC 6" TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT RO RUNOFF IS FORCED TO GO THROUGH THE FENCE •1yi11~ INTO THE TRENCH. d~Ol
eseedtn s paving, ditch linings, etc. Seed, mulch and tack denuded areas within AND CANNOT Gp UNDER IT. A
8.) Inspect all seeded areas and make necessary repairs or r g ' e. If stand should be over 60% fifteen (15) days of completion of any phase of construction. FILTER e lantin season, if posslb] ECTION THRU DITCH & within th p g in rates.
dams ed, reestablish following original lime, fertilizer end seed g flhen construction is complete and all areas are stabilized completely, g 7 50~
ce treatment and call 856-7549 for inspection by the Environmental Engineer. 9.) Consult Conservation Inspector on maintenan 1~ 2' .
fertilization after permanent cover is established. g, ]f site is approved, remove temporary diversions, silt fence, custom lhl hl ~ ~
sins efc. and seed out or stabilize any resulting bare areas. All i Mm. • limestone - 2 tons/arse (3 tons/acre in clay soils) ba. Carry Rip-Rap up Apply: Agrirultural remaining permanent erosion control devices, such as velocity Side of Spillway ~1 2 - 3 Washed
00 lbs. acre - 10-10-10 - 1' Min. Freeboard Fertilizer - 1,0 / al sis dissipaters, should now be installed,
Superphosphate - 500 lbs./acre - 20% an y I Varies with Depth i De th Surge Stone ~ ~ P 2~ ~
Mulch - 2 tons/acre -small grain straw g. )then vegetation has become established, caH for a final site inspection Flower ~ I of Ditch Anchor -Asphalt Emulsion ®300 gals./acre b f.he Environmental Engineer, Dave Parnell. Obtain a Certificate of y Class 1 Rip-Ra Install Geo-Textile
Completion. 1' Varies flith Depth fabric under Stone SECTION NOTE: Bottom oI filter fabric must be placed
ING SCHEDULE i Df Dinh in trench and secured by either backfilling NCDOT 5 OR 57
SEED CONTROL NOTES: EROSION Notes: oil terial and tam in or by STEEL POSTS lacin was ed stone to a height of Washed Stone g
shoulders, side Ditches, Slopes (MAX. 3:1) 1. The ditch shall be cleared out HEIGHT 6" above round level.
1. All band disturbing activities shell be conducted in accordance the sediment reaches with Wake County Standards, whenever MAX. WIRE FENCE HOG WIRE g . 3' FILTER FABRIC
I'Ianti? Rate 'rained 1~2 the total depth of the ditch, MIN. Notes:
Uatc T}fie --_B__ 2. AI] temporary erosion contro] measures sha11 be mam Ta11 Fescue 300 ]bs./acre in proper working condition during the period of construction. 2' BOTTOM OF WIRE FENCE AND FILTER FABRIC BURIED 8" Applicable at all points of ingress & egress until site is stabilized. Frequent
Aflg. 15-Nov 1 2. Class Brip-rap may be used to 1-Mar 1 Tall Fescue 300 lbs./acre Nov re construct stone silt check dam. ii IN EXCAVATED TRENCH. checks of the device and timely maintenance must be provided.
& Abruzzi Rye 25 lbs./ac ° STEEL POSTS DRIVEN 18" INTO GROUND, II
-A r 15 Tall Fescue 300 lbs./acre Mar 1 p
-June 30 Hulled Common Bermudagrass 25 lbs./acre Apr 15
15 Tal] Fescue and 120 lbs./acre Jul 1-Avg _ Top of Dam 1'-e' P}ee6ard Yla. Browntop Millet 35 lbs./acre 6'-0"Ntn.
o_r Sorghum-Sudan Hybrids 30 lbs./acre Top of EJeration of Storm ]Teter Cap Top of Pipe 8" PVC or
B' PPC Riser witD slob 1' flood Store~e Zone ,~4 19rp VELOCITY DISSIPATION
Slopes (3:1 to 2.1) ~ 'i ~ ~14n6ea le" 64 Dewa tering Concrete Block '
9 Sediment Storede Zone APRON DETAIL
ified 50 16s./acre PVC (No Slots) Mar 1-June 1 Sericea Lespedeza (scar ) & 1.5' Yea. Sediment Depth ~ r_ ~ ~ NOTES:
300 lbs./acre rrp aatende ra ree a e.et stop. .z ~
Add Tall Fescue se. Nate , (Mar 1-Apr 15) - 10 lbs./acre M a~ehed atone mkr s o o~ p~ A 1. Apron lining may be rIp-rap,
(Mar 1-June 30) or Add fleeping Lovegrass ~ +sP ~ set. - _ muds cuss 25 lbs./acre (Mar 1-June 30) or Add Hulled Common Ber g Section Thru Basin and Filter 9 grouted rip-rap, or concrete:-' 000 3d 0
- e 1 Tall Fescue and 3D0 lbs./acre June 1 S p r.~ off. ~ a ~ 2. La is the ]ength of
Browntop Millet 35 lbs./acre ~o ~ the rip rap apron.
or Sorghum-Sudan Hybrids 30 Jbs./acre ,.p B.. Sediment Mt -
1 Sericea Lespedeza (unhulled-unscarified) 70 lbs./acre f•_e. Sep 1-Mar and Tall Fescue 300 lbs./acre ~I DItoL and Bnry a~ * fi+P PioGe~lim I Rdre (Yin. 18 PLAN 3. d- (see fes data section above)
- Add Abruzzi Rye 25 lbs./acre l~w~' (Nov 1 Mar 1) 4. Dimensions are as specified La on the plans.
/ '
tion Services for additional information f--~~ Consult Conservation Engineer or Soi] Conserve aoudad areas. The above vegetation 5. A filter blanket or filter fabric
concernin other alternatives for vegetation ofd combinations g s are those which do well under local conditions; other seeding rates t1sP1 , ~ r rate ~ \ _ ~ N~il~i d 4jp~ 0 u=ileiii_ should be installed between N~N~-~ ~ ~ ~ -iU-iU=il the rip-rap end Boil foundation.
are ossible. Fora ]awn quality turf, double or triple rates. Notes: P Oo ~u_ii~m=
v station 1. Dra* darn rlerr aeon ee e'scB,ro nc dte eleaa-oat e,seed arcordtng to optimum season far desired per)venetit eg cep and elofs. Slob shoo be placed i/B' doe, 1' on 'ta 2:1 slope, grave] filter SECTION A-A FILTER BLANKET
Telnporaroy R caster redlsl eromd pipe. Veracel ss? nub P!' loan. St s' cover to row over 12" in height before mowing, otherwise q Do oat allow temporary g
ma be shaded DUt. & 15e Tarp aped to protect fEe ~etr shaD 6r fLe ddtE e" s~e~ / \ BLOCK AND I fescue y epeeiried. Toe faults of tae t.rp shall 6e aecordtat \ e far an to De used, / \ to arellehle Sapp . U maftlpl Ps ~ / \ Y ROP INLET PROTECTION (USE ,~57 STONE .K AND GRAVEL D BEDDING OR GEOTEXTILE
la d least IP . }ne spafnam / \ thin tarps saes be peed \ IP' tarp shell orerhp tas doasatream tarp. 1Le tarp Te, Wire DERLINER) ' en t T TO A FLAT AREp~ Temporary Sedum PIPE OUTLE
shaD 6e 60 av7 Aeaq datr silver terpeultas for O.V. nellfanCe. ©u Rip-Rep Dtselpetor 001 Screen Dewatering WITH NO DEFINED CHANNEL P
NETS AND MATS s~ Dedll ! ReAedae La 000 0
LY PROVIDE LITTLE MOISTURE CONSF.RVATIDN BENEFITS AND ONLY _ NETS ALONE GENERAL y ARE USUALLY USED IN CONJUNCTION flITH CUSTOM BASIN 0 A ~ ° ~ A
LIdI1TED EROSION PROTECTION. THEREFORE, THE NO SCALE AN ORGANIC MULCH SUCH AS STRAfl. 1' 0 1' min. m
SHOULD ALWAYS BE INSTALLED OVER 1 ~ W 1 max. p 0 _ , . ~ ~ 4704
EXCEPT WHF,N WOOD FIBER SLURRY IS USED, NETTING NSTALLED NET. THE MULCH. fl00D FIBER MAY BE SPRAYED ON TOP OF AN 1 _ _ ' a' 0 ~ ~ a ~ - _ -1111_1111. ~ U ~ o
D PROTECTIVE ~~~I= - _1111- ..o IIII_1111_ III-_ - - _ = e •a PLAN ~
S 1NChUDINC "EXCELSIOR" (fl00D FIBER) BLANKETS, ARE CON.SIDERE S OF THE MAT , D MAY BE USED ALONE, ON ERODIBLE SOILS, AND DURING ALL TIME MULCHES AN III-1111_111 _ . . Drop Inlet SECTION A-A LANKET
MATTING IN FIRM CONTACT 111TH THE SOIL AND STAPLE SECURELY. YEAR. PLACE THE " en t with grate FJLTER B Sedlm (USE x/57 STONE
ING ~ BEDDING OR GEOTEXTILE
ION OF NETTING AND MATT INSTALLAT WITH A: Bury the top end of the jute strips in ~ ~ _ _ ~ UNDERLINER)
TROL EROSION SHOULD BE INSTALLED IN ACCORDANCE a trench 4 inches or more in depth. ~i~! PRODUCTS DESIGNED TO CON BhANKET-TYPE PRODUCT USED AS A PROTECTIVE PIPE OUTLET TO A WELL DEFINED CHANNEL
MAT OR ~ ~ " MANUFACTURERS INSTRUCTIONS, ANY 0% OF THE SURFACE flHERE IT IS APPLIED. _ - ~ _
MULCH SHOULD PROVIDE COVER OF AT LEAST 3 _ -'T INSTALLATION IS ILLUSTRATED TO RIGHT. -III- TEMPORARY DIVERSIO 'ORARY DIVERSION BERM/ DITCH
LIZER AND SEED BEFORE LAYING THE NET OR MAT. IF OPEN-WEAVE R B: Tamp the trench toll of soil. Secu ;RDYB COMPACI70N OF All FILL IS REQUHtBD. DIVERSIONS SUIt1CCL9VVT TO DIRBCT ALL
1. APPLY LIME, FF.RTI RPORATED BEFORE INSTALLING THE NET AND FERTILIZE with row of staples, 10 inch A. MACRRVB COMPACTION i NETTING 1S USF,D, LIME MAY BE INCO spacing, 4 inches down from ~ f- ~ W W SEDfMENT- lADBN STG DIMENT- LADBN STORYIIATBR INTO A SEDIMENT CONTROL DBVNE MUST BB INSTALLED OR TO CLEARING A GRUBBING OF TAE AREA (OR A/ COILIDNL7TON B!]S TRIS / / I s ARB BVSTAIl~ AS BACH CRTf1cAL \ 4 2
AND SEED SPRAYED ON AFTERWARD. the trench. ; `F WW W PRIOR TO CLEARING A ISRATlON IF SBDIMBNT CONTROLS Ar DIVERSION ~
AND UNROLL IT DOIIIV - W OPERATION IF SBDI1tSf M THE TOP OF THE CHANNEL OR SLOPE - O° _ ~ W W POINT IS RBAL~IID). 2. START LAYING, THE NET FRO _ _ 1Nr is RBACmm . ~ \ -I ~ 1 ~ 2RSIONS SHOULD BE LOCATED TO MRYIMIZE DAMAGES BY CON578UGTlON OPBRATIONS, / /
TTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT IIRDYIdES DO m _ -m- B. DIVERSIONS SBOULD Bf THE GRADE. ALLOW NE aR570NS SHOULD BB SEEDED k MULCHED 1MMEDIATBLY AP1ER DVSf'AllA1TOA: •y
NOT STRETCH. C. Overlay--Bury upper end of lower strip C. DIVERSIONS SBOULD Bl THAN 8 INCHES es in A and B'. Overlap end D• r71FCX DRVICR AFTRR I PCX DRVICR AFTER EACR RAIN, RUT ONCE A REEK RRGARDUCSS~ RRPAIR AS tcB~Y. 12" CLASS B
NET BURY THE UPSlOPE END IN A SLOT OR TRENCH NO LESS of top strip 4 inches ; ` Y,~W NBCSSSARY. 3. TO SECURE THE ~ MLY AS ,SIlOAN IN UFTAIL. S?'APLF, T11R NET EVERY 12 end staple. _ E. Overflow RIP-RAP
lll;'F,P, COVF,R iY1T11 SOIL, AND TAMP FIR THE EDGES AND BOTTOM. flHERE 2 STRIPS ~ ` THE TOP F.ND EVERY 3 FT. AROUND CENTER, ~ ~ - INCHES ACROSS OUI,D BE STAPLED DOIIN THE - NATURAL GROUND OR FILL OR CUT SLOPE
E THE ADJACENT EDGES SH ='„~w_ f; - OF NET ARE LAID SIDE BY SID , ppLY1NG STAPLES. ~ _ ~ _ _ • FLOW FILTER FABRIC 2~MIN.
EVERY 3 FT. DO NOT STRETCH THE NET WHEN A ,~w _ - ~ • ~ ~ • ~ - z',d FLOII
CHOR THE END OF THE NEW NET. OVERLAP THE 1 ' - TRENCH TO AN _ - - JOIN TWO STRIPS, CUT A PLE EVERY 12 INCHES D. Erosion stop -Fold vt jute buried 4. TO IN DETAIL, AND STA - _ OlL 18 INCHES, AS SHORN ch and tam ed, ,;;;~,z;=~ " SLOPES: GDPES: -r- I ~ RIPRAP DITCH LINING DETAIL
END OF THE PREVIOUS R in slit tree P Ofl THE ANCHOR SLOT. double roar of steplea. - - 2:1 MAR.(TYP.) JUST BEL _ - AR.(TYP.) IB"MOP. NTS
COMPACTED FILL
MAINTENA 'J - - BERM Dl7'CII
ORMS TO CHECK FOR RILL EROSION, -~r__~'--_- place staples BE' INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINST 1T10NA1, MULCH. LV j,;" 11/z to B feet apart OBSERVED, APPLY ADD - 2'-0" Min 2'-0" Min
DISLOCATION, OR FAILURE. WHERE EROSION IS AND REINSTALL MULCH. CONTINUE _ ~ as required to keep the jute ADE RF,SEED, JJn 1-t' - - - - 1 ,erred into the soli. WASHOUT OCCURS, REPAIR THE SLOPE GR , •~Tr fumy p NATURAL f,ROIIND OR FIIL 01 Top Width r.ROUNO oR Fill oR cur SLOPE Direction
SPF.'CT10NS UNTIL VEGETATION IS FIRMLY ESTABLISHED. 2'MIN. FLON Of FIOIi
- - COMPACTED COIQ'ACTED FILL ~ ~ 18" Min .1 g, Berm
0,25 - - - B"MIN. 3. 1
TYPICAL STAPLE Face W W W W ~~~~:~~:::;~~i~;'__ _ = D,18 W W - ~8 Gauge Hire •1
W W W~~~~~~~~~~~~~~~ ~ d -
+0.198 -0.04 0.15 W - - Exist. or ,0 - BERM/ DITCH ETAIL PERMANENT DIVERSION SWALE D
Prop Pavement
; ; - _ I POSITIVE CRADB MU31' BB AP PROVED TO AssuRB DRAINAGE. TEMPORARY NO SCALE CRADB MUST BB AP EXCEBDS z~ SBBD & MULCA D1~ ~ Y NOB eRES DIVERSION
3'-0" 5'-0" 3'-D„ ~I~I I I 11=111=' I IF SLOPE EXCEEDS P~ SBdD 3'-0" ~I ~!~r ' - -nT- Itrd' B%CEED 57. (RICfr VBLOCITIf ~~-IIC Ir-ill II - _ IIIi'BOUT SUPPORTING CALCS. .r. (IACH v®DC1TLSS RES ) SUPPORTING CALCS. DIVERSIONS AT TAB TOP OF SLOPES BERM DITCH ova~naoosolQOOo
~ MUST EMPTY DVTV IN IPPRG PTY DVTV IN APPROVED SLOPE DRAIN. °p® <I ('',Ah1o dp~o
A. Curb & Gutter Section BERM/DiTCR Is rt~s1' coMYa P. Press ends of jute 4 inches into the soil !'CA 1S YOST COMMONLY USED. S> °o° 4 lj o0 0 0 ;•~E'ss~a°, ~ o0
8'-0" 5,-0. around structures and staple securely. Var. 8,_O„ o~;o ~°°9p o ~ Q4' 9~°a c .
Pavement Shoulder D ~i B' ,,~~IIIII/I~~IO o SEAL e 000 ~ CEO goo o L-2845 0
llldth + t---4 Liner should 6e installed using two 4 ft. ifidth ' +0.18 widths with a 1 tt. overlap. This would 0 ~ ° o ° 00 ~ G UTILITY DESIGN BY.• o 04•,. 31•,• ,y, o, o ; a
- ' - give B fG total liner width which would O.DB 6e centered in the ditchline. CONSULTING SERVICES, INC. ~ ro~~ o o °~`tiD ~ DEVELOPMENT 4 $ s4 ~ ~ `Y , oo ti °
+ UA2 ~ -0.02 SBORO ROAD SUITE 206 •q 9~. a~ o0 0 e~o° 1401 AVER b . b o 4 SSAI, ~ Z o001111 ~y9 00
-0.08 I'-{ NC 27529 ~ e M. GARNER, o 023728 ~ cIID uu
- 4'~ 0 .18 o ~ • (919) fi25-0411
919 772-3437 0 °j m ~ FAX ( ) „+A r.~~B w .
ou
g•-o' DETAIL FOR STABILIZING CHANNELS oaa govooo Revised: 08-08-05 a ~~o
B. Shoulder section WITH JUTE THATCHING
NO SCALE 333
Driveway Turnout Grades
Sheet 5
1 DATA1 LWMC-15181 DKr"L-1. d wg

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Stepenson&Ward
Realty&Development co. Inc
P.O. Box 1108
Ftiquay-Varina,NC 27526
DWQ# 2005-1691-Wake
A.

Received by (Printed Name)
Addressee
C. Date of Delivery
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
0 Certified Mail ? Express Mail
? Registered 13 Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from servicelabeq 7005 1160 0000 9954 8553
x r,..... 12011 C..L... ...... nnn r? ............. o,....... o...._ -- -.-
IrmtifALtatt%f¢ttrr??rYtgtrrc?r rr r tr ?t?trrq?:{trt-.
UNITED STATES
t { 1 ! ( First-Class fvla8
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604