20021772 Ver 1_COMPLETE FILE_20021105

o?0? \ NA r
P '<
December 11 2002
Wake County
DWQ Project # 02-1772
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Town of Rolesville
Attn: Don Dubay, Town Manager
Post Office Box 250
Rolesville, NC 27571-0250
Dear Mr. Dubay:
You have our approval, in accordance with the attached conditions, to impact in 0.042 acres of wetlands and 25 feet of
stream for the purpose of Young Street curb, gutter and sidewalk extension as you described in your application dated
October 23, 2002. After reviewing your application we have decided, this fill is covered by General Water Quality
Certification Number 3375. This Certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers
issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 213 .0233). In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. This approval shall expire
when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our Raleigh Regional Office at 919-
571-4700.
Sincerely,
V
Alan W. Klimek, P.E., Director
Attachment `
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Carl Simmons, CMS Engineering, Post Office Box 12008, Raleigh, NC 27605
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://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, G
William G. Ross Jr., Se
North Carolina Department of Environment and Natural Re:
Alan W. Klimek, P.E., I
Division of Water

,1101 rzv 'TED
Office Use Only: Form Version April 2001
021772
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project: fit I
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14, GWC 3375
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Don DubU - Rollesville Town Manager
Mailing Address: P.O. Box 250 Rolesville, NC 27571-0250
Telephone Number: [phone]
E-mail Address: don. dubayna,ncmail.net
2. Agent 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: H. Ward Marotti
Company Affiliation: Robert J. Goldstein and Associates, Inc.
Mailing Address:
Telephone Number: 919.872.1174
E-mail Address: wmarotii(c-brigaCarolina.cc
Page 3 of 3
Number:
.PAITNT
te Sr-CE11-.;.
!„

III.
Project Information
Attach a vicinity map clearly showing the location of the property with respect to log
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing propel
boundaries and development plans in relation to surrounding properties. Both the vicinity m
and site plan must include a scale and north arrow. The specific footprints of all building
impervious surfaces, or other facilities must be included. If possible, the maps and plans shot
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the propej
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretic
so long as the property is clearly defined. For administrative and distribution purposes, 1
USACE requires information to be submitted on sheets no larger than 11 by 17-inch form
however, DWQ may accept paperwork of any size. DWQ prefers full-size constructi
drawings rather than a sequential sheet version of the full-size plans. If full-size plans
reduced to a small scale such that the final version is illegible, the applicant will be informed d
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Young Sreet curb gutter, and sidewalk extension.
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): State-owned Right of Way
4. Location
County: Wake
Subdivision name (include phase/lot number
Directions to site (include road numbers, lane
Town:
5. Site coordinates, if available (UTM or Lat/Long):
E 729,401.2 N 3,979,619.6
6. Describe the existing land use or condition
7. Property size
UTM Zone 17
site at the time of
8. Nearest body of water (stream/river/sound/ocean/lake): Sanford Creek (1.07 miles west)
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated
River Basin map is available at http://1i2o.enr.state.nc.us/admin/man
river basins.
Page 4 of 4
w , ,
IV.
V.
10. Describe the purpose of the proposed work:
54-inch culverts.
11. List the type of equipment to be used to construct the
12. Describe the land use in the vicinity of this
Prior Project History
list and describe permits issued for prior segments of the same T.I.P. project, along
construction schedules.
If jurisdictional determinations and/or permits have been requested and/or obtained for thi
project (including all prior phases of the same subdivision) in the past, please explain. Includ
the USACE Action ID Number, DWQ Project Number, application date, and date permits ani
certifications were issued or withdrawn. Provide photocopies of previously issued permit:
certifications or other useful information. Describe previously approved wetland, stream any
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project
Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe
anticipated work, and provide justification for the exclusion of this work from the cur:
VI. Proposed Impacts to Waters of the United
It is the applicant's (or agent's) responsibility to
wetlands, open water, and stream channels associ,
provide justification for these impacts in Section
and temporary, must be listed herein, and must b,
plan. All wetlands and waters, and all streams (it
delineation map, whether or not impacts are pro]
evaluation and delineation forms should be inc
included at the applicant's discretion. If this pro.
of the
letermine, delineate
ed with the project.
II below. All prop
clearly identifiable
-rmittent and perenr
)sed to these systen
ided as appropriate
>sed impact is strict
id map all impacts
!le applicant must al
:d impacts, permani
an accompanying
must be shown of
Wetland and stre,
Photographs may
for wetland or stre;
to
a
Page 5 of 5
A
mitigation, list and describe the impact in Section VIII below.
listing or description, please attach a separate sheet.
1. Wetland Impacts
If additional space is needed for
Wetland Impact
Site Number
Type of Impact* Area of
Impact Located within
100-year Floodplain** Distance to Nearest
Stream (linear feet)
Type of Wetland***
indicate on ma) acres es/no
Ditch flows into
Wetland fill 042
0 NO unnamed intermittent Vegetated Wetland
(Figure 2) . tributary of Sanford Ditch
Creek
IIIGl11Q111Lbu Iaaaulrj, gluu...g,
* List each impact separately anti iaentny temporary impacts. Impacts tncluuc, uut UIC uVt 111111MU W.
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing
Total area of wetland impact proposed: 0.
on the
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma linear feet Before Impact leasespecify)
(Figure 2) Culvert
extension at road 25 feet UT Sanford Creek 15 feet intermittent
crossing
* List each impact separately ana ioentay temporary impacts. 1111pact5 II IuMuc, Vul Mr. 11V1 1111111cu N. ? ul YVILJ UIIu -- -1
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net 1w
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. 11' stream relot
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. I1' a stream has no name, list as UT (unnamed tributary) to the
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or o
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozoi
www.mapguest.com, etc.).
is
at
Cumulative impacts (linear distance in feet) to all streams on site: 25 feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact le)
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NONE
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
Page 6 of 6
If construction of a pond is proposed, associated wetland and
included above in the wetland and stream impact sections. Also,
be described here and illustrated on any maps included with this aI
Pond to be created in (check all that apply): ? uplands [
Describe the method of construction (e.g., dam/embankment,
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., li
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to pro
information related to site constraints such as topography, building ordinances, accessibility,
financial viability of the project. The applicant may attach drawings of alternative, lower-im
site layouts, and explain why these design options were not feasible. Also discuss how imI
were minimized once the desired site plan was developed. If applicable, discuss construc
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
an impacts should be
proposed pond should
0
of
watering,
Page 7 of 7

IX.
aquatic resource will be considered in determir
mitigation as proposed. Examples of mitigation
but are not limited to: reducing the size of tht
and/or upland vegetated buffers to protect open
aquatic resource functions and values by creat
functions and values, preferable in the same watt
If mitigation is required for this project, a copy
for USACE or DWQ to consider the applical
lacking a required mitigation plan or NCV&
incomplete. An applicant may also choose to re
in DWQ's Draft Technical Guide for Str
I I
ig acceptability of appropriate and practicable
iat may be appropriate and practicable include,
project; establishing and maintaining wetland
vaters such as streams; and replacing losses of
ig, restoring, enhancing, or preserving similar
the mitigation plan must be attached in order
complete for processing. Any application
concurrence shall be placed on hold as
w the current guidelines for stream restoration
i Work in North Carolina, available at
1. Provide a brief description of the proposed mitigation plan. The description should prc
as much information as possible, including, but not limited to: site location (attach direc
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), at
description of the current site conditions and proposed method of construction. Please a
a separate sheet if more space is needed.
None required The project's small impacts to waters of the US and special aquatic
(wetlands) will be negligible and do not warrant mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restor
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating
you would like to pay into the NCWRP. Please note that payment into the NCWRP mu
reviewed and approved before it can be used to satisfy mitigation requirements. Appli4
will be notified early in the review process by the 401/Wetlands Unit if payment int(
NCWRP is available as an option. For additional information regarding the applic
process for the NCWRP, check the NCWRP website at http://1120.enr.state.nc.us/wrt)/index.htt
use of the NCWRP is proposed, please check the appropriate box on page three and prc
the following information:
Amount of stream mitigation requested (linear feet): Nc
Amount of buffer mitigation requested (square feet): Nc
Amount of Riparian wetland mitigation requested (acres;
Amount of Non-riparian wetland mitigation requested (a
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (DWQ Only)
a
be
the
if
Page 8 of 8

Does the project involve an expenditure of public funds or the use of public
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 (DWQ Only)
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 I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an i
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as I
identified within 15A NCAC 2B .0242 or .0260.
Page 9 of 9
i
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1500 sq. ft. 3 Exempt
2 1000 sq. ft. 1.5 Exempt
Total 2500 sq. ft.
f II ,
Oct 24 02 02s14p Carl Simmons
XI.
eject wi??igxurb,?,$
Accttuse the
Ktver Ri??r??n. [3uffer Rulc•, _
Stormwater (DWQ Only)
9198347905
Describe impervious acreage (both existing and proposed) versus
Discuss stormwater controls proposed in order to protect curl
downstream from the property.
A 5-foot x 775_ g-9( cconer.ctc sidewalk will be installed west of Y<
3A1175 sauarc feet of new jmnervious s deco, tp .the. right of way whit
X11. Sewage Disposal (DWQ Only)
Clearly devil the ultimate treatment m
wastewater generated from the proposed
I acreukv on the
waters and wet
and disposition (non-discharge or discharge)
or available capacity of the subject theitity.
X111. Violations (DWQ Only)
It this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes 4, _; No
Is this an ufter-the-fact permit application'!
Yes ? No N
XIV. Other Circumstances (Options[):
It is the applicant's responsibility to submit the application sufficie
construction dates to allow processing time for these permits. 11
choose to list constraints associated with construction or sequencing
work schedules (e.g., draw-down schedules for lakes, dates associ
Threatened Species, accessibility problems, or uthcr issues outside of
Nonc
...!L.[. Lf ?...?(.t'.rf?G
Applicunt/Agcnt's Signature
ly in advance of desrred
wever, an applicant may
tat may impose limits on
ad with Endangered and
s applicant's control).
Pauc 10 of I 0

DATA FORM
ROUTINE WETLAND DETERMIRATION
(1981 COE Wetlands Delineation Manua
Action ID.
Applicant/ Owner:s,T
Address:
Location:
Waterway:
Investigator:
r?
Do Normal Circumstances exist on the s
Is the site significantly disturbed (A
Is the area a pate t al Problem Area?
Community ID: TranQAri-
o'f Dominant
SOILS
Map Unit Name
(Series and Phase) :
Taxonomy (Subgroup) :
Profile Description:
Depth Matrix Color
(inches) Horizon (Mansell Moist)
G'?,•E:7"'?•fr
Drainage Class:
Field observat' s Confirm
Map Type? Ye No
Mottle Colors
(Mansell Moist)
Abun- Texture, Conc.
ontrast Structure
4T 1%
HYDROLOGY
Recorded Data (Describe in Remarks): Field Observations:
Stream, Lake, or Tide Gauge Depth of Surface Water: (in.)
Aerial.Photographs Depth to Water in Pit:-(in.)
Other Depth to Saturated Soil:-7,57(in.)
No Recorded Data-Available
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within a Wetland?
Remarks:
Yes No
Yes_ No
Yes?_ No
Yes --t- No
Sheet 2 of 2

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Action ID. Date: _
Applicant/Owner:
Address: Project/Si
Location:
Waterway: County:
Investigator f State : No
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situatio
Is the area a potential Problem Area? (Explain on reve
Community ID:Transect ID:
VEGETATION
e:
Yes n
? Yes,- r
se) Yes r
Plot ID:

7.
9.
13.
Percent of Dominant Species that are
Remarks:
SOILS
9.
10.
12.
14.
, FACW, or
Map Unit Name Dra
(Series and Phase) : Fiel
Taxonomy (Subgroup) : M
Profile Description:
Depth Matrix Color Mottle Colors Mot
(inches) Horizon (Munsell Moist) (Munsell moist) dan
(excluding FAC-)
ge Class:
bservations Confirm
Type? Yes No
Abun- Texture, Conc.
4 Vr ' r
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data-Available
..,_s..I --A v,.4 ^l nrrv Trirli r nt-nrs
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within a Wetland?
Remarks:
Field Observations:
Depth of Surface Water:X(in.)
Depth to Water in Pit: '7-eff )
Depth to Saturated soil: Yes No Y

Yes No
Yes No
Yes No
>heet. 2 of 2
WETLAND DETERMINATION

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Box 12008 \? Office: 919-833-0830
P.O.
Home: 919-834-3023
Raleigh, NC 27605 rMS
e-mall: crosengr®bellsouth.net Engineering Fax: [phone]
Planning, Design & Management for Water, Wastewater and Transportation Projects
November 27, 2002
Mr. John Dorney ?.
401 Water Quality Certification Program 0
1650 Mail Service Center Z
Raleigh, NC 27699-1650
RE: Young Street Widening
Town of Rolesville f
DWQ # 02-1772
Dear Mr. Dorney:
This is a follow up to your letter dated November 8, 2002 concerning diffuse flow
provisions for the street-widening project. Attached are copies of the plan sheets 5 and 6
that show the Neuse River Buffer and the proposed level spreaders to disperse the
stormwater. Sheet 5 is at a 1"=50' scale and sheet 6 provides more detail on the
construction of the level spreader and swale. Give me a call at 833-0830 if additional
information is needed for your review.
Sincerely,
eaons
Cc: Don Dubay, Town Manager
Ward Marotti
?OF W A T- Michael F. Easley, G
William G. Ross Jr., Se
?O , North Carolina Department of Environment and Natural Re:
Alan Klimek, P.E., Director Division of Water
D
November 8, 2002
DWQ # 02-1772
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Rolesville
Attn: Don Dubay, Town Manager
Post Office Box 250
Rolesville, NC 27571-0250 ,
Dear Mr. Dubay:
On November 5, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of Young Street curb, gutter, and sidewalk
extension in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7
copies of the following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property.
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H .0500.
1. Please indicate the diffuse flow provision measures on the site plan.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Si cerely,
4k, R. Dorney
7 1 Water Quality Cert' ication Program
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://h2o.enr.state.nc.us/ncwettands

1 i ? i
DRAINAGE SUMMARY
~ STRUCTURE N0. STRUCTURE LENGTH NCDOT STD. TOP INV. IN INV. OUT REMARKS
~1 m - ~ ' ~ 1 CB1 NlA 840.01 408.51 NIA 401.5 WITH FRAME AND GRATE 840.03
NOTE. ~ FE. o / i1 / ~ FE`. C62 NIA 840.01 408.5± NIA 401.5 WITH FRAME AND GRATE 840.03 z
i 3 18" RCP 239' NlA N1A N1A NIA
a a a~ a~ a a 1. FIELD ADJUST DRAINAGE INVERTS AND TOPS AS REQUIRED. - ' I r - r + I I t _ 4 CB3 N(A 840.01 401.31 402.7 397.9 WITH FRAME AND GRATE 840. 3
i r r r ~ r - r 2. ALL ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE
Ng - TO NCDOT STANDARDS. 80 ~ ° C N P 0 45 ONNEC A _ 5 18" RCP 52' NIA NIA NIA NIA
g CB4 N!A 840.01 399.15 NIA 397.05 WITH FRAME AND GRATE 840.03 • rl L()
~ ,f. 0. 1 399.15 NlA 397.05 WITH FRAME AND GRATE 840.03 7 CB5 N1A 84 0 Q
~ ~ 2-54 RCP 45 NIA NIA 393.81 392.6 REPLACE EXISTING 48 CMP ~ O B
FILED ADJUST ELEVATIONS g ENDWALL NIA 838,52 N/A NiA NIA ~ (v
10 15" RCP 77' NIA N!A NIA NIA .E.r I
C 8 NIA 840.01 401.41 398. 398.3 WITH FRAME AND GRATE 840.03 N 11 8 396. • r) ~
~ D I U
12 15" RCP 71' N!A NIA NIA N1A ~ UZ
13 15 RCP 16 N1A NlA NIA NIA
a=2~~ 1 TH FRAME AND GRATE 840.03 ~ " 14 CB7 N!A 840.01 402.91 397.8 397.5 WI = ~ /1
15" RCP 188' N!A NIA NIA NIA 15 ~
18 DI1 N1A 840.15 408.51 NIA 404.8 WITH FRAME AND GRATE 840.18 ~ ~
I U i ~ vv
, ~ ~ ~ ~ ~ m
~ zr
I r po o ~ o~ r -
o I ~ ~ ~m ~ SCARBOR F LTD , m LTD
rT1 ri D U O ~ r~ r rl ~ DEED B 6 AG 4 6 AG 4 5
p p ~ AP ~ ~ LOT 4 1 / ~
~ , o ~ / P LOTTE Y X ,o AP 1
po ~ p~ ~ m I ~ -c ~ / ~ y
~ I ~ ° I X z p (,d ~ ~ 94' LEVEL SP FADER a , w
~ ~ UP 0 ELV 396.5 ~ LOT , w ~ r N c
I m I ~ ~ I = 71 s h~ ~ ~ I ~ fTl ~ ~ 0 40 ~ _
D U NO ~ - - o~ ~ cn v o J 8c ETH L A. ~ , J D W. D ~ ~
~ ~ ~ 0, D , ~ ~ C. GLENN CARBORO & IFE OOK OF S 1992 PG. 1262 r
c~ ~ ~ ' EED 800 26 GE 67
CARO
W D PLO ED Y DEED 2' 8AS DtfCH o• B I ~ 0 N m B ~P m 0 , N ? i ~ ~ O i o ~ CURB ~ ER AT -L- A o 18+58. . ~ tissl 9 .
I ' ~ .`y - ~o 0~ . V Q 838.52) - -
~ STD. 90' STD. 838.52) ~ us INV.OIR 397,0 TIE TO EX. AVEMENT AT ST , 19+06.7 - 50' LEVEL SPREAD
GIN SID ALK RB & G CON R CT RIP-RAP C8 4 & 5 (DOUBLE 50 LEVEL SPREAD AA 18'x10 x3 CK UP 0 ELV = 6, DOBU~W r ~ ~ ~ 7 2 UPOELV= 6.3 ~ r
- - t1. ~ 6.8~ ~ I ~ 2 LASS II / Q, = 3. , I ~ m ( ' US~ TED 2"z6" 3, T ~ a A ~ f F ~ o~ N ~ m s ~ ~ m NGINE~ US~ TED 2 z6 FOR DISCHAR LIP ~ i A ~ m r ~ ~ ~,'9
~ ~ ~ ~ ~ A a ~ ' 10' CLASS APRON 1 a v / ~ ? APRON 18 THICK ~ ~ ~ ~ ~ ~ p ~ r ~ ~ ~ i~ ~ ~ m ~ m l ~ o r a ~ ~ 3 I M S1tJ`
~ ~ I r ~ I m ~ < ~ I Q - ~ FES STA 15+ p D ~A D n ~ I < ~ a
I O A a s-P< c _ _ m - a b v 12' PLA ~ l P,. ~ - DITCH - ~ PE ~ I
A " • i I GUY ~ ° s o - - - - - m _ _ - - it - -
_,.__:..i: ~ ~ y~~ -
a ~ . - - - ~ . a ' i
a ~ q _ - _ _ - _
inv. iM~~sa.~i NC SR 194 YOU G STREET ~ ~ _ - _ _ _ o~ ~93.8~_ _ _ _ _ - _ - - - - _ ~ ~ I ~ w w ~ . I / t
- . . ovE IvEwaY ~ u~
_ - - - - - - - ~ - - ~ - ~ _ - ~ ~ WAT _ ~ o REPLACE EXI • WITH 2-54" RCP CP RE AY PIPE v N Z
_ - ~ - rn - ~ ~ ~ a -54" RCP 45' - ' + IVEWAY REMOVE EX. AY PIPE + _ , < ~ ip O
° ~ ~I V. OUT 392.6 ~ Q9 ~ SORU ~ ~ „ ~ ~ + 'I' ~ + ° ° V m W
o ~ ° ° TIE TO EX DITCH ° ~ : ~ ~
° ~ + + w °o ° ~ ~ ° STD. 90' ENDWALL STD. 838.52` + U ° w a ~ ~ v ~ ~ A W
° ~ I =Z U- i ~ N EN OF CO N
° ~ a + o - . +
+ ° n/ _ ~ LL
V ~ 1
1 r, 1 ~ ~ V
iI~ ` ~ W Z
W
W Q
J I'-
420 rrhh .J ~ v!
rrnn
~ V r~ Q vJ
i Z ~ ~ W
~ ~ J 5~
416 ; 0 ~
~ ~ Z
a
. ~
~ TIE 0 EX. DI H J
412 DI1 i Q
~G
~ ~ N INV. OUT 04.6 ~ ~
W ~ ~
~ ~UU
408 ~ ,
APPR . LOCATI N OF S ER FORC MAIN ~ ~ V.I = 9.1
V. T = 9 .6 TOP = 99.15
INV. OU = 397.0 REVISIONS
404 DATE:
AP ROX. LOC TION OF EWER FO CE MAIN
r-EX. 8"CM p ,
m i 1~
INV. OUT = 401.5 ~ _ i USj '
400 - - 1
NO
INV. IN 397.7 _ P +'RC 1. ANIT RY S WER FOR E M IN L CATION AN DE TH I INV. 0 397.5 .8 5
I 396.6 IN . IN = 3 7.8
A PRO IAMA E. THE CONTRACT R WI L B REQUIRE INV. IN 3ss.s 396 396.4 IN .OUT = 397.
S OT L CATI G B FOR DIG ING OR TOR ~ INV. IN 3ss.4 I T LO ATE Y 396.3
AT BASE DITCH ~ I INV. 0 T = 396 0 INV. OUT = 396.3 SEWER CON TRU TION.
INU. OUT = 397.0 1 P 1. 0 1
392
PPROX. L CATION F EX. SE ER FORC MAIN ~ FORC MAIN DWG NAME:
SD 21 6" IA. YOUNG_ST PLAN PROFILE
45' ONNECTI N DRAWN:
16 ENCA$EMEN 45' C NNECTION CET
3 g g UND R 54 PIP S CHECKED:
NOTE: PR IDE CONC ETE BLOCK NG AT 45' RENDS CMS
LOCATION OF NEW EWER F CE MAIN ELV. 389. '~~V. 389.
REVIEWED: SCALE: 1" = 40'
CMS
ATE:
10+00 11+00 12+00 13+00 14+00 15+00 16+00 18+00 19+00 20+00 21+0 0 DSHEET: 5 OF 7 11/25/02

i I ' / U ~ ~ , ~
I ~ 1
94P' LEVEL 5P EADER /
LI ®ELV 396.5 ~
ao = 7.2 s ,vo
o~ W Mcaw

2' BAS DITCH 0• ~ oho
~('F
~ CURB & RAT -l- A. 18+58. ~ ~ M
f E , CDOT STD. 90' STD. 838.52 INV.OLIT 397.0 ) TIE TO D(. VEMENT AT - -STA. 19+06.A ~ N o
GIN SID ALK RB & GU CON UCT ce 4 ~ 5 (DOUBLE sa' LEVEL SPREAD _L_ A. 0+ 6.80 7 LIP 0 ELV - 6.3 005 w~ / ~ , ~ ~ U I'7
~ USE - 3 D 2'z6' FOR DISCHAR E LIP W f a ~ TE / ~ ~i ~ 10' CIASS B RIP APRON 18' THICK ~L ~ ~zo~o
, ~0 FES STA. 15+89
N * ~ e i - - _ W = o,rn
` ~ ` _ R ~ a 18" RCP 18'~ .
, LK
j - ~ ~ o ~
~ 42'FENC SR 194 YOUNG STREET - - - U

REPLACE EXIS WITH 2-54" RCP
-54" RCP 45'
~I V. aUT 392.6 m ~ w + + + o' o o
~ + o o ~ °o
~-J o + o ~ ~ 0 0 ~ STD. 90' ENDWALL (STD. 838.52) 0
/^„1 i I ~ I FN OF (:O~ST
ROCK INLET SEDIMENT TRAP TYPE 'C'
NCDOT STD. 1632.03
`~o~~N CARp~~`s
~ Ssi -y'=,
Qe
SIFT FENCE
/ / / 20 NOTE:
/ ~ ~ 1. GRADE LEVEL SPREADER AS Sti'OWN IN X-SECTION. illl ~Q 5,
~ ~k~ 2 INSTALL TREATED 2"x6" TO Fn ~M LOWER DISCHARGE LIP. M S~M~
SEEDING SCHEDULE
/ / ~~j 3. SEED THE DISCHARGE ,4BEAS.
EROSION CONTROL AND MAINTENANCE PLAN Shoulders, Side Ditches, Slopes (Max. 3.1) ~ / ~j 4. COVER THE SEEDED AREAS WI' H AN EROSION CONTROL 1~`,N~o'~
All erosion and sedimentation control measures shall be Inspected Date Type Planting Rate / , ~ / BLANKET. (USE NORTH AMERI~ AN GREEN C-350 OR
weekly after each runoff-producing rainfall event. Structures that
shall be inspected include but are limited to: Aug 15-Nov 1 Tall Fescue 300 Ibs/acre ~ / APPROVED EQUAL). ANCHOR ECB AS RECOMP?IENDED
Nov 1-Mar 1 Tall Fescue and 300 Ibs/acre Sediment Basins and Pits Abruzzie Rye 25 Ibs/acre ~ BY MANUFACTURER.
/ ~ /
invent shall be removed from the structure and the structure shall Mar 1-Apr 15 Tall Fescue 300 Ibs/acre Sed be restored to its original dimensions when 1.0 ft of sediment has Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acre
accumulated in the structure. The sediment shall be disposed of off-site Jul 15-Aug 15 Tall Fescue and 120 Ibs/acre
and the contaminated part of the gravel shall be replaced. The structure ***Browntop Billet 35 Ibs/acre 94' 94' LEVEL SP FADER i~ ~
shall be inspected for damage and repaired accordingly. LIP LIP C~ ELV 396.5 ~ ~
Slopes (3:1 to 2:1) Temporary Check Dams
Q Mar 1-Jun 1 Sericea Les edeza 10 Quo = 7.2 s ~i ~j
Remove sediment and restore sediment stora a to its original dimensions p 50 Ibs/acre g
when sediment accumulates to within 6 of the top. Add stone as necessary (scarified) and to maintain design dimensions. (Mar 1-Apr 15) Add Tall Fescue 120 Ibs/acre
(Mar 1-Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre
Silt Fence and Fabric Inlet Protection Jun 1-Se 1 ***Tall Fescue and 120 Ibs acre P /
' fence over and around to of all i es. An fabric ***Browntop Millet 35 Ibs/acre Place additional silt p p p y / ~ so. ~ ~ ~ U
which coils ses, tears, decom oses, or becomes ineffective shall be Sep 1-Mar 1 Sericea Lespedeza 70 Ibs/acre ~ ~ ~ ~ \9\~~ Z ~ Z
P p unhulled-unscarified and re laced immediate) .Sediment deposits shall be removed when sediment ( ) P . y
behind the fence reaches 6 . Tall Fescue 120 Ibs/acre (Nov 1-Mar 1) Add Abruzzie Rye 25 Ibs/acre , Y W
Seed, Fertilizing, and Mulching 2 BAS DITCH-'-~ DITCH ~ ~ / Q Z J
Seeded areas shall be ins ected for failure and necessa re airs and Consult Conservation Engineer or Soil Conservation Service for additional information P ry P concernin other alternatives for ve etation or denuded areas. The above ve etation re-seeding shall be made within the same season. 9 9 9 >
are those which do well under local conditions; other seeding rate combinations are ~ ~ o W
Temporary Diversion Ditches possible.
Sediment shall be removed from the flow area immediate) after each rainfall. INU. OUT 397.E ~.o / W ~ ~
Y Seeding mix shall be approved by the Engineer before seeding of the project starts.
***Temporary - Re-seed according to optimum season for desired permanent vegetation. RIP-RAP ~ ~ ~ ~
Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue 1 ~ 18'x10"x3 " CK CDOT STD. 90' L (STD. 838.52) W
GENERAL CONSTRUCTION SEQUANCE ~ may be shaded out. ~r c Z~ ~ LASS II CB 4 & 5 (DOUBLE~~ ~ 50' LEVEL SPREAD Q ~
1. Obtain land disturbance permit. W
SEEDING PREPARATION W a ~ r LIP ~ ELV = 96.3
2. Install stations traffic control devices. cn ~ ry Q V
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil lU ~ 3. Install silt fences as shown on the plans. Clear only as needed to install these devices. conditions, if available.
~ 5~`; ~ USE T TED 2"x6" FOR DISCHAR E LIP
I ~ 4. Call the Wake County Conservation Department for an on-site inspection. If approved O o~~ - ~ - ~ '~c10' CLASS B RIP AP APRON 18" THICK
be in construction. 2) Rip the entire area to 6 inches depth. cV g 1 _ - ~ ' - ' - ' ~o~/ -FES STA. 15+89,-
_ 5. Begin clearing, grubbing, and grading. Maintain measures as required. 3) Remove all loose rock, roots, and other obstructions leaving surface smooth and A--
r uni orm. , ~
6. Install stormwater pipes and install inlet protection devices as shown on plans.
7. Graded slo es and fills are to be )anted or rovided with rotective 4) Apply agricultural lime, fertilizer, and super phosphate uniformly and mix with P P, P P ~ 18" RCP 18 ' - ' - REVISIONS
cover sufficient to restrain erosion within 30 working days after soil (see below*).
the completion of any phase of grading. All areas upon which na EWALK DATE:
further land disturbance activity well be undertaken are to be planted 5) Continue tillage until swell-pulverized, firm, reasonably uniform seedbed is or provided with the protective cover within 30 working days. prepared 4 to 6 inches deep. B &5
8. When construction is complete and all areas are stabilized, call for 6 Seed on a fresh) re ared seedbed and cover seed li htl with seedin a ui ment
on-site ins ection b Conservation Ins ector. ) Y ,P P 9 Y 9 q P P Y P or cult) ack after seedin . P 9
9. If the site is approved, remove temporary silt fencing and, LEVEL SPREADER SOUTH LEVEL SPREADER NORTH
inlet sediment protection, etc. and stobilize any resulting bare areas. 7) Mulch immediately after seeding and anchor mulch.
NTS NTS
8) Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible. If grandstand should be over 60% damaged, reestablish
following original lime, fertilizer and seeding rates.
9) Consult Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established.
LIP ELV=396.5'
*Apply: Agricultural Limestone - 2 tons/acre
Fertilizer - 10-10-10 analysis at 800 - 1,000 Ibs/acre ,3, ~ •1 _ 1.5 Super phosphate 500 Ibs/acre of 20% analysis super phosphate 1 5 21 BOT70M ~ 5 DWG NAME: EROSION
Mulch - 2 tone (approx. 80 bales) small grain straw/acre 6.~ SLOPE rouNC_sr CONTROL
Anchor -Tack with liquid Asphalt at 400 gal/acre or 2' 2'
Emulsified Asphalt at 300 gal/acre - \ SPLICE 2"x6" WITH TREATED 1"x4" DRAWN: PAN
TREATED 2°x6" 10' LONG CET CHECKED:
2' BASE DIT NTS SE DITCH BEVEL SPREADER DETAIL CMS REVIEWED: SCALE: NONE
JS NTS CMS
DATE: SHEET: 6 OF 7
11/25/02