20070113 Ver 1_401 Application_20070107

Stearns 8~ Wheler, PLLC
Environmental Engineers and Scientists
3128 Highwoods Boulevard
Suite 140
Raleigh, NC 27604
tei. (919) 790-670
fax. [phone]
web. www.stearnswheler.com
January 15, 2007
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: NEUSE RIVER BUFFER CERTIFICATION
EDEN LANE SANITARY SEWER RELOCATION
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
To Whom It May Concern:
200?0113
Attached are seven copies of the Riparian Buffer Rule Certification application for the above
referenced project. We are only seeking Buffer Rule approval.
Should you have any questions or comments, please feel free to contact me at 919-790-6770.
Very truly yours,
STEARNS & WHELER, PLLC
/~~ /~
L~-G ~1..~ /~~ ~ ~~
Steven R. Hilderhoff, P.E.
Project Manager
~.
,.,
~,t
G.
Attachments ~`~ -V '~
.e J ,
xC: Ron Horton -City of Raleigh Public Utilities Deparhnent
1:\60000\60034\31 -Eden Lane\Word Proc\Ol 12 2007 DWG Neuse Cert.doc
Stearns &Wheler
Companies
Connecticut Maryland Massachusetts New 1lampshire New York North Carolina Virginia

Office Use Only: Form Version March OS
20070 1 1 3
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
' I. Processing
1. Check all of the approval(s) requested for this project:
' ^ Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ^ Express 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
' '
o
S. s twenty coastal counties (listed on page
ect is located in any of North Carolina
If our ro
Y p J
4), and the project is within a North Carolina Division of Coast 1~. ]~!Ianagem.~~i1, Area of
' s
Environmental Concern (see the top of page 2 for further details), ch t=1~;~~re:; ^ ;;
y
y
t ` i%3p
II. Applicant Information , ~'`t ~`~ ~ < < `a's
~'
,

1. . ,
~
Owner/Applicant Information ~:"~~+f~'{ ~ ; ~-~ ~renr~crt
Name: City of Raleigh Attn• Ron Horton
' Mailing Address: Public Utilities Department
One Exchange Plaza
219 Fayetteville Street Mall, Suite 620
' Raleigh NC 27601
Telephone Number: [phone] Fax Number: [phone]
' E-mail Address: Ron Horton@ci ralei~h nc us
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: John H. Eick P.E.
Company Affiliation: Stearns & Wheler, PLLC _
Mailing Address: 3128 Hig~twoods Blvd. Suite 140
' Raleigh NC 27604

'
Telephone Number: (9191790-6770 Fax Number: [phone]
E-mail Address: iheick jstearnswheler com

' Page 5 of 20

' 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: Eden Lane Sanitary Sewer Relocation
' 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
' 3. Property Identification Number (Tax PIN): 0794-98-4819 & 0794-99-6111
4. Location
' County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Unnamed & Flythe Hills Lot 17
Directions to site (include road numbers/names, landmarks, etc.): When heading east on
' Wade Avenue towards downtown turn left onto Canterbury Road, turn right onto Churchill
Road then left onto Eden Lane. Proceed to end of road.
' '
S. ects, such as a road or utility line, attach a sheet that
Site coordinates For linear ro
( p J
separately lists the coordinates for each crossing of a distinct waterbody.)
' Decimal Degrees (6 digits minimum): N/A °N °W
6. Property size (acres): Intend to obtain 0 2 acres of permanent easement
7. Name of nearest receiving body of water: Southeast Prong of Beaverdam Creek
' 8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
' River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The area is developed with residential homes. 1422 Eden
Lane is currently vacant• however home construction is scheduled to being imminently.

' Page 6 of 20

' ed: T
10. Describe the overall project in detail, including the type of equipment to be us o
' abandon/rehabilitate the existing 15-inch VCP Interceptor currently located beneath future
home construction located on 1422 Eden Lane approximately 265 linear feet of 16-inch DIP
will replace the existing interceptor The existing interceptor will be abandoned. The pipe
' will be installed using a track excavator
11. Explain the purpose of the proposed work: Installation of a gravity sewer allows the City of
' Raleigh to abandon sewer currently located underneath several additional homes and
rehabilitate its condition.
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 - No prior determinations and/or permits have been requested/
obtained for this project
' V. Future Project Plans
' Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A - No permits are anticipated to be requested/obtained for this project in the future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
' listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
' accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
' Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: N/A - No impacts are anticipated.
' Page 7 of 20

1

I'

r~

1

n

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
_,.~,.1., 1:~* ; .,*~ .a„o 4n l,ntl, e4ninfi,ra anll flnnrlina

Wetland Impact
Site Number
(indicate on map)

Type of Impact T e of Wetland
~
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
.,.~ L,.:«,.1...1 ~,1 T., ,..,1n„t non onrno rta mnlfir~lV 1Pn oth X Wldth then divide by 43.560.

Stream Impact
Number

(indicate on ma) _____. --- - --

Stream Name ----- ----o ~

Type of Impact

Perennial o~
Intermittent.
Average
Stream Width

Before Im act -
Impact
Length

(linear feet)
Area of
Impact

(acres)
N/A

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
X11 ..,4; nr, .~rnrt rt;nn flnnrlinR ilralnaQa hnllrhearlc P.t(:_
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
Page 8 of 20

Stream Impact (acres): 0
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
7. Isolated Waters
' Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A - no isolated waters exist.
' 8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
' included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A - no ponds will be created for this project
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
' Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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. Erosion and sediment control
measures to include but not limited to installing a silt fence. Temporary and permanent seeding
measures will be put in place in accordance with the North Carolina Division of Land Resources
' Quality Section Current easement for the existing_sewer has already been cleared. This cleared
space will be utilized for construction before any further clearing would occur.
' VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
' Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
' Page 9 of 20
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:

ii

C'

ii

1

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
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 -mitigation is not required for this project
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 20

' IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
' 2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
' 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
' X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
' required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
' 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers.
Zone* Impact Multiplier Required
(s ware feet) Miti ation
1 3,507 3 (2 for Catawba) 10,521
2 1,527 1.5 2,291
Total 5,034 12,812
' * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I .

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
' Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Payment into the Riparian Buffer
Restoration Fund.
Page 11 of 20

' XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A -the amount of impervious acreage will
not Chan e
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This protect will not increase wastewater flow
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
' XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
' http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
area is alread~y developed Rehabilitation of an existing sewer interceptor should not attract
any future development
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
t 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).
The rehabilitation is being considered an emergencv relocation due to the imminent home
' construction at 1422 Eden Lane The interceptor requires emergencv relocation to avoid
collapse due to the weight of construction equipment
Page 12 of 20

1
1
j-/o-off
Applicant/Agent's Signature gate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 20

ii

ii
0
u
0

1

1
ii
n

u
1
ATTACHMENTS
Page 14 of 20

VICINITY MAP

SCALE
' I"=21T
P:1AI' LEGEND
rl C:reeks and Ri•~ers
Streets
' Lakes
Building Footprints • Raleigh Only
CAY!~Y
^ ~~C~11Ai~RCv~

+.IC sEE NC7AlE
^ R_;iDEtVTWI
1 ° ~.~
S J'I: LR C9HSTRLCTKxV
Page 15 of 20

° u _ ..
i ~ ~
M Churchill Road
~ ~ ~.
- ~k. ~ . ~ ~ _~~ ~ :_~~.
~- ~ •.~,
x
r
.~
Z ,k
13L.a ~~.
o
0
~.
0
1"~
1-
i 9' W
~ -.
0.00"
B' 5.00" ~'V I ~ Oy8° 39' 0.00" 1~IV I ~ 0~J8° 39' ~tS.OQ" W
)1997, Maptech, Inc

TOPOGRAPHIC MAP
SCALE
P' = 132'
F+1AP LEGEND
^/ Creeks and Rivers
Raleigh Elevation ConloursfTopoy
~,~ Cary Elevation Contours(Topoy
~~ Wake Caunty Elevaton Contours(Topo)
Streets
Lakes
Building Footprints -Raleigh only
C,YT~:n

r~ :t~~I.S r1C41c
^ LSt^.tgTt~
o ~-~~
~ ~,~Y_~.~,ST,~~T~,~,~
Parcels
Special Flood Hazard Areas
~:~K:.. ^io~-.~zr.
. rs,.,,,n eo~.xd>to~
^ ~1',S C[TS6 /..~2 fk, (tip aaid3aal
Page 17 of 20
1

Q
J
a
4
z
r
`FL2
1
3
~~
W
Y
3
LL..
W
'l
J_
[}
f,J)
r
~} w
i `-
n~
'. bli
i~~
4?
2~
~~
u
^t
u
O
t~'!
rr
[1
n
~,
.,,
~~
r~
'. ~"
Yi
vs
~~ C
V ~ R.
:~ W
fi fly
S
69 m V
4~ t~ :~
a~ °
~_ . 4:
i~
O
'7
rn
n
s
.F
z
,~. ~ t__
T
z =
:.
~~

SOIL SURVEY OF WAKE COUNTY, NORTH CAROLINA
USDA Natural Resources
fonservadon Service
MAP LEGEND
Soil Map Units
O cities
Detailed Counties
Detailed States
Interstate Highways
Roads
~~ Rails
Water
Hydrography
Oceans
A~A~A~A~ Escarpment, bedrock
vnvnvron Escarpment, non-bedrock
~~ Gulley
111111111111111 Levee
.......... Slope
v Blowout
® Borcow Pit
~ Clay Spot
• Depression, closed
Eroded Spot
X Gravel Pit
.. Gravelly Spot
'~ Gulley
/~ Lava Flow
® Landfill
+4 Marsh or Swamp
p Miscellaneous Water
v Rock Outcrop
+ Saline Spot
.. Sandy Spot
~ Slide or Slip
0 Sinkhole
JiY Sodic Spot
3 Spoil Area
0 Stony Spot
--~--very 3torry spot------
pp Perennial Water
'~ Wet Spot
MAP INFORMATION
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17
Soil Survey Area: Wake County, North Carolina
Spatial Version of Data: 6
Soil Map Compilation Scale: 1:15840
Map comprised of aerial images photographed on these dates:
1993
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these map
As a result. some minor shifting of maD unit boundaries may be evident.
Web Soil Survey L l
National Cooperative Soil Survey
1 /3/2007
Page 2 of 3

Soil Survey of Wake County, North Carolina
Map Unit Legend Summary
Wake County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeB2 Cecil sandy loam, 2 to 6 percent 0.4 1.9
slopes, moderately eroded
CeC2 Cecil sandy loam, 6 to l0 percent 6.7 28.1
slopes, moderately eroded
CeD Cecil sandy loam, 10 to 15 10.1 42.2
percent slopes
MeA Mantachie sandy loam, 0 to 2 2.9 11.9
percent slopes, rarely flooded
PaF Pacolet sandy loam, 15 to 45 3.8 15.9
percent slopes
USDA N~ 8e~rces Web Soil Survey 1.1 1/3/2007
Co.xrratia~ service National Cooperative Soil Survey Page 3 of 3

Component Legend
Wake County, North Carolina
Map unit symbol and name I Pct. of I Component name I Component kind
map unit Low RV High
Ce62:
Cecil sandy loam, 2 to 6 percent
slopes, moderately eroded
90 Cecil, moderately eroded Series
CeC2:
Cecil sandy loam, 6 to 10 percent
slopes, moderately eroded
85 Cecil, moderately eroded Series
CeD:
Cecil sandy loam, 10 to 15 percent
slopes
85 Cecil Series
MeA:
Mantachie sandy loam, 0 to 2 percent
slopes, rarely flooded
90 Mantachie Series
PaF:
Pacolet sandy loam, 15 to 45 percent
slopes
75 Pacolet Series
2 4 6
6 8 10
8 12 15
0 1 2
15 35 45
USDA Natural Resources Tabular Data Version: 6
Conservation Service Tabular Data Version Date: 07/19/2006
Page 1 of 2

Component Legend
This report presents general information about the map units and map unit components in the selected area. It shows map unit symbols and
names and the components in each map unit. It also shows the percent of the components in the map units, the kind of component, and the
slope range of each component.

1

' USA Natural Resources
Tabular Data Version: 6
Conservation Service Tabular Data Version Date: 07/19/2006 Page 2 of 2

V °tt
b' G
d~ ~
i wj
r
~~
i~
fi
r.
r.
n
ui
n
rr
un
n
•9
•.
.e, V
^ ~'i
u
.~~
~'
x
•r. T
u
a
r~
}; ~~
,4~ '^'
~~
i~
•.
.,

Z
J
U
2
Z
Z
W
>Y
O
w
_J
0
N ~
U ~
•Z ~
~
N
~ N
C ~
O U N
C
C
> O
, ~p
U ? ~ o
C
G to O
~ ~ !~
~ Z ~

r
a/ i ~
~ 3 ~
` w
~
O ~ N a
~
~ ~
~ ui
Uco co
Z L ~ U
Y ~ ~
d
Q
j ~ ~ Y
~ Q
c
C z ~ ~
~ ~ O
L VJ Q .O
~~ :? ~ ~U
o- ~ ~> a
U (n ~ Cn
O
ink U c°nu°iin
f6
N
L
C
O
N
L
a
rn
O
O
L
a~
m
E
.~
Q
.~
E
U
a M
~ ~
~ ~
a
C
f0 N
~ N
~ t C
a
~ O L
a
~ ~ t
N _
3 n R
fA ~ E
O U
C ~, a
_ N L
.o ~ ~
N ~ c
N .~ -
y ~ s
s c
U ~ 'C
L ~
3 Y c
O ~
w
ma~~
E ~ ~
~ ~ z
N
m ~s
~ V
~_ ~ [CC
O ~O aC
Q ~ C
O ~
~ o "
aQ~
0
~ ~ d
O N
~ ;~ n
~ 'p 4
~,
g o
N ~~
~l y
•--~ cO
n.
>,
- o
~~
v
•,'^r
v
v°~ o
a o
vU
30
.~
z
o ;
Y "ON '
`~ O L ~ ~
~ O
~ ~`o c w a
m 3 ~ o o E~ d
.•y j ~ ~ T C U p N 7 ~ ~ (0
D a U t4 n a~ ~ o ~ -- to 3 ~ °' w o. g. rn ~ af0i °a ~ m
Z ~ N ~ ~ N -Np N ~ O ~ ~ a ~` N N O 0 ~ ~ N d N ~^ ~ ~ L y ~ N ~` O L U Q ~~ C
l!J -~ ~° ~° m v m v v °~ > n 3 ~, n a m 'm ~> ~ `~ vui ~ ~ c~ Y b _o ~ d
~ in U o o ~ ~ ~ ~ x'' o w w C7 ~ in m m° v o w C7 C7 C7 J J ~ ~ ~° m in ~ in ~°n rn in a 3
W
a
J + ~ ~ 5
Q O ~ I I I i > 9 ~ ®x • 1 X ~ 1 ~ ®~ OO > + .. ..., o ~+L ill a 6O +~
cd t i > ~ = '
v
v
~~
~g
az
z~
i ~~

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Soil Survey of Wake County, North Carolina
Map Unit Legend Summary
Wake County, North Carolina
Map Unit Symbol Map Unit Name
Acres in AOI Percent of AOI
CeD Cecil sandy loam, 10 to 15 0.1 42.8
percent slopes
MeA Mantachie sandy loam, 0 to 2 0.1 56.9
percent slopes, rarely flooded
PaF Pacolet sandy loam, IS to 45 0.0 0.2
percent slopes
USDA N.tenl Resources Web Soil Survey 1.1 1/5/2007
Conserv^Non servke National Cooperative Soil Survey Page 3 of 3

Component Legend
Wake County, North Carolina
Pct. of v rv
Ma units mbol and name
p y map unit Com onent name
p Com onent kind
p Low RV High
CeD:
Cecil sandy loam, 10 to 15 percent
slopes
85 Cecil Series 8 12 15
MeA:
Mantachie sandy loam, 0 to 2 percent
slopes, rarely flooded
90 Mantachie Series 0 1 2
PaF:
Pacolet sandy loam, 15 to 45 percent
slopes
75 Pacolet Series 15 35 45
USA Natural Resources
..~ Tabular Data Version: 6
Conservation Service Tabular Data Version Date: 07/19/2006 Page 1 of 2

Component Legend
' This report presents general information about the map units and map unit components in the selected area. It shows map unit symbols and
names and the components in each map unit. It also shows the percent of the components in the map units, the kind of component, and the
slope range of each component.
L

1
C~

1

USDA Natural Resources
Tabular Data Version: 6
Conservation Service Tabular Data Version Date: 07/19/2006 Page 2 of 2

SOIL SURVEY MAP
SCALE
1" = 132'
MAP LEGEND
f/ Greeks and Rivers
~,f Raleigh Elevation Conlours(Topo)
~ j Cary Elevation Conlours(Topo}
N 1Nake County Elevation Contours(Topo)
Streets
Lakes
Building Footprints -Raleigh Only
cnvc~a^+
^ ~~~Ai 11 ERCW.
1}~pS.~+ICAtE
4=~: "lT4ti
o = ~.
J•l~~~C~ISTe~JCTn*1
Parcels
~? Soils
Flood F'rone Soil;

n

II
~'°~ . ~ ' ~ •,. 16' qP S,WTINTY SCWER l ~ _._....__.__ _- _.. ~ __ .... _ ~r..:;.. ~
,.~~g I4 ? \ u ~ ~ ~ (TEMPOMRY SEWER UNTIL `. \~ ~ ' '.
" 1 T~ 5 ~ \ OgWNSTREA4 SEWER IS 1i \ \
~ Pltxb Y _ `'4. N1UAE 16' OIP MUAE MM 20 ~•. ALL~~O) 1 „„„ t 1, I
.'
~' _ 9lNRNif 6EWER N 749171.9873 ~ / } ;
/ .~ N 719011.7960 , I
t& p .., F`~, E 2099570.979+ ~ ~ ~~~ ~ '! ~
/ \ '~ ` fUNRE IB' DIP ~~`~ ~ E 20985115300 f~ _ _
., ,~, \.~
1 ~ ~ a,ir~ ~ ~~ ~ swRNn sewEx ~_ 4 ~ ~~ ~ ~ _
- __-
S~
3th a+ \ ` b' FROM TDP OF MNK ......-- ' ~..
,WfAN^~tF- ~\ '< ~`:, ~~x, ~;\~ ~ `~ 30'PoPAAMN PBUFFER K ~ Y/ ._ 71 y .;I"k .,i,/ E/t .c'i
c .N ~Jn
w C7 ray ~/ ~ :. - , . , S -
A,.Nf'.aJ.w ~I ~' ~~„ ~ ~ ` WTI MJ CAP (TO MIME SEWER) I J
\ ( , ,.
MP zrazps ~ a z .~.
\ a :Nra Nus'Pal ~ 4y ~. ~~\ E 2099521 A807 SFE NOTE>w'te ..._„ /y ~' 7 `._.....
s
XNA1.,2s5. I b L- ~ 1
A ,
{.~ `^
`~ \ I Y ~ `~. 1
J V 1 \ E ',' ~ ' Eu @ P a 50' FROM TOP OF BANN -
f ~~ \l ~1 ~ S v B W' FROM LOP OF BANIf 5 I
.nJ ~ ~ ~ 0 ~ L ~' TO BF ABWOONED 4 N ~ ~a 30' RIPARIAN BLNFER
\\\ S ° \4'
/ ~~ ~ ,~~ra v i ~~ sEE Norzs 1,6 ~~I' 1 ~ ' ,-
/ (~
S,1 U. r~ao { +
'. , z.«».ra f ~`T a. m n ~J-.nn ,"r J7 ~' ~'}~ ~ '^~.,,, ~ ~~ Nx 22A
aw c.earsF ~~ " A `~~ ~, .~ ~ x 718794.3721
~ i r,~a r y - ast7 '+~ v ~~ , ava .1 E mes4Te.4se9 (
Yn /r;~rsro N 749207.1690 ~l8"AP t`. I6' dP SNB W1111 NI CAP I
1 ~
~ / E 2099466.7070 /^~ i0 BE NiWDONED z ~~ r ri ._., (i0 FUTURE SEWER) ~' !1 ~ I
FUNRE MNS
~ , ~ A U7FRAL ~~ b '"F fB ~ ~. '
.,.,~ ~ , \ ti Ct1 .'.'.
vu / , \ ° ~ To eE rsWOaNED ,~.~ \ \ ~ Aw raMSa zs
j l 16 dIP ~' SEE f101E 12 ~\ "Y ` J HY v'/}.?,s:,p
J • ~ ~ SWOAR(SEWEA ~ i "" 1 A Air 1 ~~S,ti ~ eu»;e 1Y -mrw/t, afar
r SCE ~ aW tv-x„R,~
~ Q ~ i J ~ \ Pp //
`~ ~ '^~.~ L i / ~J ~1 ~ ~ ~ a Fv Yr x.leao MUFE e'Oro~
r ~ J / r I ~ ~ ~.~ ~ wn, (ham+--T SNBTARf SEWER ,~~
SS IPMKKEJGI..J
A ~ ~ , ~ A ~ _ ~ 54., N LN.
r3WQ f'MZf, J
~ ~ \ ,, y ~ ~ MIIAE 16' UIP I~ ~y„j ~ I ~ ~-v,r
~ K/pA MI 1/3 J / \SWdRY SEMR :~__-
JM T' ll7N /
~`; ~ ~~~~`~, ro eE rawoorEO ~ ~~ ~ ~ ~~
\-/ C' ~ SEE N07E5 4,5 16" DIP SWRIRY SEWER t (.,, yw / ~.
'~~ l \ \` f`' ~ / ~ ~"D•7 ~ ' / ~ Q'd.IPORAAY SEWER UNAL ~` fi ' ~' Lk, „_ 1
/ ! `, ,.. ,~a~.l~~ ~ ~ ~ ,05t EN..
~ V ~ \ f ~ b.,~ ,w tUr /NJ 9a z5 q UPeFRFMI SEWER 5 \ h ~ ~, ,/~
~~ y
' /1 ~ ~ Jf S °Tral*YYana l RELDUrtD) ~~ .,~~ ~ v ~
r \ ~ 's fNV M,/3J ~1RR) \ t IJ C h. _ / r~'
.~, I ~ ,,
dN N~fA7 ~'fi Y - FlINRE MH 2J i
f \ SFE NOTE 6 j r ~ \ ~ /'
1 I 7186821885 ,
J \ '~ ~ \ '+\ E 7099260.8760 ~ J '
7 1 13 \ ~ M1 ~LFUNRE MH 25
! ~ IJ f \~"') / y N rrrFUTURE 18 qP µT FUURE MH 2M I
SS KdGN'1' `, / SWRNRt SEWER FUNRE 16" dP /
~~ n~ ~ .wv,~r>tiaezas ,` 1~ ~~ ~'`, YIJ/ swmxv stwEq
~.. Nd ~1 ~'~„}~' .~~J aw~rrl<7-ra,/a' j A - - 's ;s
~Y... ,,,~~~}}} \ ~ ads %,
` ~ L
()-/. \ ~\ '~ - Y { k r ,~N 7184 63 7 314 ~~ Ifi' qP ~^~
/ ~~~ ~ f \ t } ~ - E 1099221,3226 SNIRNO' SEWER ~ l
ll , `t ~ QJ \ / f ~• ~ MURE NX 21 ( 1
r~ {~ ` J
z
I i I ~~ ~ I
_.___ -'~"_.T .~. __._ ~. ~_,. ....___._.._.~~.__~.. _ -795
295 ._ ____.. ......____ >!r_..~.~ _.____._. ~.__.__ _ ._._..._.._._ _ ..__s.. _ u _
y$, 2 ,j p ..... _ ~ ..
'~, I ._._ ~ ~ ~m <~ .lb A1Y 1I kL~ ~~ h~ IM/75 ,
~ oFi
I ( °wz ~ GRADE O,ER ~I x~~ ~~I ;~ MUAE ~ ~~ ~`riUNRE YX 26 '~
M
no ~ W I rw In
290 ........._._ ........._ 7 __._..... _ ._.__.-. __._..- i..._. _.__~'_. .._.. MURE..SEWFA _.-_p Gr ____ ~~` . _. MH2 __. __- 1........290
_._ _,y ~~.. ...
i ~~ AW 111 Ja MUAE i r75'ICP
J MM 23
i0 BE AIWIOONE
I I ~ ~ 0 ~ ~ .a _- ., r7J KP -
$FE NOTES 4, 5
i
I t ' 16' dP WfTN kl C,W FOR 1 MPI PJ ~ ~ - 0 N
I I I TO Ei ABANOONm SEE NOTE 2 .. ~ RE t ~7J {SJ°
FUURE tONNEC110N SEE NOTE 5 ~ i - ...__
__
aes - -- !. -, _., _..---- -...._.. _.. :. : --- `-e• ouTSIOE o9oP ... ---- i -___ 9 20.5
--- - , .
I { Aw m i ,~ FROM IaTwlwAr i r/s wo _ __ _ - -
1 SEE NOTE 2 C"FJKL NIANIwY...p, , ,- t A l
i ! __ _ _. .INV C I
e AAtW rEWa•
MH 21
I 1 JAV Xl WRIT YE@~B 1 IS' NOS ~'~ I ! t
1e0 _- __._ MITRE Nx zo i mNM /t' Err 1_ TD BE I D • _ _ + _-- ____ ~ FuTURE -2eo
_......... ~ ....__.. 4:9WY FURMiE '..~ .1 __.. .._..__ _ . 10 BE A&NDEJEO ~ABANDONEO _ ."...._ '~`!Y NY L 18' DIP FUTURE
/ji' W i 1MUAE SWDARY SEWEN
W7l IDO YER FladD De - / 1 _F_ 16' qP ~- i ` ,16" DIP 18' OP
( BWAARI• SEWW ]W"dp ! L FUTURE 6ANDAJO' SEWER
swRAm rWEA
1. _ ..._ -.' k - lb BE A0.WRlOT{D j OIP
t ~ \ 1~ I
RARY SEWER
f ` FUURE
275 _. _w-..._ _~. ~ 1_ ~__. ._ _.____ ___._ ~ __ ~ D _. ____. 18" dP - .__ _ ~ _...,.. _..._..._, .__ __ _~. 775
I 9.7P if
FUTEiE ~ ~~.^ ~ -
i I
18" OW ~ 1 ! 1C dP 0 7.2fi WIITN2Y SEWER
! 18' pP MITX W W FOR [
SAMTNTY SEWFA i ~ ( I FUIVRE CONNECDON ~ I
{ I INV E
270 i---- ,
f j 1488 EF I6' dP 0 11 i
I ~ A8'0N i :, i 16 dP 0 3.1]7 j 1 !
I { j N'37FF[ NI/N INV C'.. 1, ', '', '. I '.
79•a=aRZx ,
~ } ~ urttmnc ~ smEw iNVERf no-n1~ ~ I I ~-265
265 I
0+00 1+OO 1100 3+00 1+00 5+00 6+00 7+00 8+00
9ra (1e' q) 1Wnxt 1mu nl.e4 snot n3.11 17170 m.7s ns.as r7a9o zn.es 1G2ti`
HI (18" OUf) PWR)J 1S9.8V 271.54 777.00 273.01 77510 P77.38 275.75 P76tf 277.79 &8210 ~'~
: IN/ C - - 27255 277.01 - 780.57 XOgi - _ _
: IN1 D - _ _ _ _ - - 278.45 17R7t - - _
W71 E _ _ _ _ _ _ _ YT7A5 ~ 1!793 -
RIN ?TOM - 176.51 P7&5O 27930 1181.10 P81.G9 281605 P81AJ 286,97 _ _
STATgx - - - O+OO 0+11,68 - - 2+79.17 2+88.0.5 - 19/13
s D s 1D sD o w loo
vEAIM11 1•=s•-o• IAORdONTAL r.so~-o"
s - Stearns & Wheler, PI,LC
Environmental Engineers and Scientists
n
Ir / /
t. Z/ i~t 1 { 1 ~.
~t .1 ~
y~,~ 1 I r
1 >, ~ c lr'^'V'~F~~1,~.
T a ~ ! !P
F ~fi ~', 1~ ~"'I~(~~fi
/~ vA ~~ f ~'.0
1
~ t 't
r ~~I 5
~ +q ~~ ' J ~ ~ 1 .
1•') f z1; I 'ter ~`j~rq\,
I i Pdal[ r 1 cnnD ~Iti ~' ~~! 11+s i
j `r
""""""p~4, , r ~. I'~ \ `~ Rat
ASBREVIAIIDNS
LN LWE W NdBH OR NCRBYNC COOAgMTE
55 SWRNTY SEWER '_ 50001
qP DUCTIU: IRON PIPE S FAST DA FAmNC COORDIMIE
TC TEAM COTTA PIPE Y 'NEST
IM/ INVERT ~ffiW. RId1T-OF-WAY
BM BENCHWAK DE OKAMFID ELECTRIC
ELEV ELEVADON f;E STN31U7ED LONSIAIICTEI dJIRWCE
LL CENTERLINE pl YECWNIGL JqM
w MN+HdE
PROJECT DESCRIPTION
7NI5 PANECT INJOLVES AELOGTNG THE S4RTARY SEWER BEM@J EWSIINC
MANHOLES 21 TO 2J TO FN:IL1TAlE HOMC CONSTNUCTION AT 1422 EOEIA IANE
THE SEWER DESIONITED AS 'FUURE' W10. BE AEPJLEO OR AEtOCAFD AS PRAT
OF THE SOUTHEAST BEAYEAOAN CREEK IMELEFTOR REPUCEYFM/REHWA1TA710N
PROJECT,
_ _ __ _ LE,END
ERImMC 3A4fAAY FA9E4EM
- - -- - PROPOSE PEAMWEM SNWTARY SERER EKDIEM
PROPOSE RYPORNf/ MNAAAY SEWER F15EAIENi
-- 1'S ERImNC SMRTN7f SERER
---.-._-- PROPoSE SNIAARf SEWER
FUTURE BwRNIr SEWER
_ ._ _.._ - IXRTNO dHTERUNE OF LAEEK
SILT iFIII
- ~ - . - . - RIPMUN 91WffR5
NOTES
7. NL WTERWS USW IND CONSTRUCTION MERODS EIWLOYED FOR MLI1Y CONSTNUCTION
SH41 BE M! ACCOANNCE WITH iNE 7005 CRI Di R4E1GH PUBIIC MLRIES HWOBOdf.
2. CORE OIeLL FAImNG MWXgF k COxSfNUCi CDNNECAON WON RUBBER BOOT k STNNLFSS
STEEL BWOS.
3. CONTRACTOR SNNL DEMOLISH ENImNC SHED AND Irs CDNTEMS.
4. USING BAICNS NID NON-SHAMN CRgR, PLUG PPE AT NNIHOLES.
5. AEMOYE iNE 70P5 OF M4RIIXE5 70 4-FFET BELOM CMDE flLL 7XE BOTTOM OF NWNIXE
WITH MTNE SqL AND B-INCHES a TOP SOL TO FlNISXED CRPOE
B. USING NON-SNRINN GROUT. RECONSTRUCT LLVYIOLE CHWNEL TO gRECT FLOW TOWMDS
NEw sEWER PPE.
7. INFdONTON PRESENTED ON TN5 OFAWINC 5 BASED ON RE CONBw11MWJ Di A SURNEYS
PERFORI.IED Bt TAYLOR WISEMAN AND TAYLOR WO GEOTEN AVPPINO.
8. CONRMO'IEt IS REWpFD TO OBTNN /Ll NEC65ARY PERMIR BEFORE SfAmNO WJRN.
9. UMffS OF dSNRBNR:E SH4L BE BOUNDED BE PERMANEM NID IELIPEWti FASELENE
1D. SV,VIFD lE1D RFPRESENIS EKISIINC CONORIdR. BLOCK lE7(T AEPR6ENR PROPOSED DR
FUURE WOPo(.
Il. NL MWHOLR SHNL BE 5 FEET DMMETER.
12. IXISIINC iC SEMFA SMNL ~ i1L1ED WTM ROwHE FEL CONCRETE. TIE EXRTNO SEWER
OOfS HOWEYEX, NAVE A SEOFAE OFFSET JOWI 25+/- FEET DDWIbTAFAM OF N/NXOIE 23.
DRAWING INDEX
C-I PVN AND PROFlLE
C-7 DFTNLS
C-J EROSION ANO SIURMEMATION CONTROLS, NOTES AND DETNLS
PUBLIC
SEWER COLLECTION / ExTRNSION SYSTEM
THE LIIY OF ANEION CONSENR 10 iNE CONNECO0N AND EYTENSMIN OF THE
CR1"S PUBLIC SFAi7t SriTEM AS SHOWN ON TNR PEW. 7HE WLERML AND
CONSIRUCIION METHODS USED fOR 795 PRDECT SHALL CONFDRY TO 1HE
STANpIRDS NJD SPEdFIGTNNIS W TIE CITYS PIIEJC LIMES I/YJOBODK.
cm a RNLIGH
PU&1C UTIMES OEPARMENT PERMI }
NRIIOI8U1R1N TO CONSTRUCT
ATTENTION CONTRACTORS
TXE CONSIRULTgN COMWC'TEt RESPONSIBLE FOR ME E7DFNSION OF WATER,
Sd1EX AND/Ei REUSE. AS APPROvED IN 7XESE PUNS, 5 AESPONSIB TMFOR
S;OtITe®BG TXE PUBLIC WORKS OEPNTMENF Ai ATTrYEdirE-Yfl
PUBIC UTMFS DEPARTMENT AT $
Jf~llB,S PRIOR TO BEGINNING NN of TEIR CONSTNUCDON.
FNWAE TO NOTFY BOTH CffY DEPARIYENR IN AOV/HCE OF BECINNNC
CONSRIUCDON, WILL RESULT N 1Nf 65U7NLE Di MONETARY FlN6, AND
REgIRE ADNSTNUTON OP INf WATER OR SEWEi+ FItlMES NOT INSPECTED
AS A AESUU OP 1N5 NOTFICATON FNLURE
FNLWE i0 041 FOR INSPECRON, INSTALL A DaWWmsw PWG, HAVE
PEAMffTED PUNS ON THE JOBSIIE, OR ANY OTHER VIdATON OF CRY OF
RN.DGH STANDARDS WILL RESULT IN A "•' ••" °" ewF EIfnL N)N FROM
I YpRK IN TIE CITY OF RNEICN.
CITY OE RALBGH PUBLIC UTILITIES DEPARTMENT
SOUTHEAST BEAVERDAM CREEK INTERCEPTOR
EDEN LANE SANITARY SEWER RELOCATION
PLAN AND PROFILE
I_ D-,

SEE APPROPRMTE TRENCH DETAIL
FOR BACNFILL REQUIREMENTS

REFER TO CONTRACT
SPECIRCABONS FOR
PROPER COUPLING
IXISTINC SANRAR fi" MIN. UNDISTURBED
SEWER PIPE SUBGRADE
NEW SANITARY SEWER PIPE
aD LB. BAC DF
N0. 67 COARSE PIPE CONCRETE CENTERED
BENEATH JOINT
BEDDING MATERIAL,
' (NOT REQUIRED IN
COMPACTED IN 4 ROCK E%CAVATION)
OFTS.
NOTE: RECONNECTIONS 70 BE AIR TESTED IN
ACCORDANCE WffH SPECIFICATIONS.
SEWEP F~I°E REOONNECTION DETAIL
1' LEi1ERING wNIMM A/L mlwi
RECESSED FLVSH FRIME 252
CDA2R ,10
iD1AL 32
0
J \^ 3 -I' DIA HlEi
U Al IY~
A
-( (~ iY1IGL LIFTING QVICE
CJ\\VV Sf xaiE: cWER sHtLL RUD
'CONDNFD BPACE - DO NOi
ENIER...PEANO REOL1iE-' AS
PLAN SHONN ON 5-Z5.
1/4'
1 LB
~~Y,
1 1/2' ~ WSNCi IN VGIICAL
FA[[ DF EDVCR
RDW MAl BE
21,~ AxtldED IN
I , MMWR
3' 2B' VIM E-n
31'
"tom
SI~Wp
3WESS ICCLS3 .;s1[CLSiC[L RRDID
TYPIC~LIf11NG OEVICDEVICE B
T~r,Br,ATI ~[wER CITY DF RALEICiI
OEPAATNEN7 DF PIIHLIC UTILITIES
MANHOLE FRAME AND
WATERTIGHT COVER
-V REVIS DNS TE REVIS S MTE
DUCTILE IRON PIPE
EXCAVAINJN
FOR OUTSIDE DROP
EDGE OF
AGGREGATE
N0. 67 COARSE
COMPACTED
IN 6' IAYERS
,r C
6" NIN. N0. fi7 ~
COARSE AGGREGATE
OUTSIDE DRJP DETAIL
MECHANICAL JOINT
CASs IRON WYE
MECHANICAL JOIM
CAST IRON 45' BEND
DUCTILE IRON PIPE
MECHANICAL JOINT
CAST IRON 90' ELBOW
•.
i °'~
^ ^
T~-~e~""~ ~ Q
t

~~ la GM (b E ROLL PIM
Yr 1/YSDN r l 9/1' A p
TYPICAL CAM LOCK MANHOLE a'pp1 p"'r`i
BOildl DF FRAA[
F]NNEO GPSNEI IN VERTICAL OPEN
FACE OF COVER TD MAKE /~ POSITION
VATERTIGXi, l_J//_ )
LOVER
K
BOTTRI R COV
CLOSCD
LOCKING DEVICE ® POSITION
FRAME
STANMRD -PENTAGON HEAD S.S.
WTIONAL - SS. HEK READ BOLT BOTTOM DF FRANC
TYPICAL LOCKING DEVICE
CITY OF RALE]GH
DCPARTMENi OF PUBLIC UTII.I77ES
RING NusT BE ANLHIJREn WATER-TIGHT MANHOLE FRAME
IN ALmRDANCE v1TH s-2s WITH CAM LOCH COVER
V . N REVISIONS i REVISI DATE
$-~~ -30-

Zu a
°m~
$is

Nb '"
~P
~~ as I
~: .;.
o wa°s gma

g
.W
I~~
.. ~
ba a=
p~~
~z~
4

S
•.
I~~

.. ~
:
:':
A
S
3 ~'^ ii I .
.
°O >i~~ull : ~ ~ ~,~~~
m~o z~;A d 'a .,o
~N
r
Y , ..
~~ ,
.
y..A. ,
~~m3o
;~ _ 3 ~ an
N ~i?o ~~9~~~ ~~ ~
c ~~"
`~ u°x Cz~a?~
ik°m ~Lp~x
~i~
) ~~
~~
~~~' ~
N
~
~,, ~
~,~G~ °< g~a
I~

~m~Px~
~m
~
'O~
b
z
0
~
0 ,;t
it ~o4:m
q<~ii~
F A CITY 6 RALEIGH
Z
W ~ ~ DEPMTKNT ~ PUBLIC UlIL171ES
s ~' e TYPICAL SANITARY SEWER
>
G ~ ~ LATERAL CONNECTION
S N DATE
a
•
~
5-30 REV SIDNS
a.n, A
_
5-D R V
1-B-DI

HACKFILL
BMKFILL
SOII
MINDRBf SIDE
6' NE7 STWE ,D. OF P P CLEMANCE
VHEN R-[N IS MA%INUM SIDE
CNCDUNIERED 12' .D. OF PIP 12' LLCARANCC
N07ES
1, irencMS reRUirilw shodnq and bracing, dimamiona atoll be IDWn from Ne
inside tote of lM shoring and brxinq.
2. Na ro<Na ar Doulden /' or larger to be mad in inillal McMill.
]. NI bxNNll material sMll De wNable na1Ne malarial.
1. BaWlll shall a tamped n 6' Ydis in troll areas, 12" in
non-traltic orocz
5, AMleve BOB compmdon In mn-tralfc arem, and BSS compaction in
VoHlc areas.
6. M in easement /' IopsoY, and C1iY Oi RALCIGH
12' clean sebcl till is requkM. DEPARTMENT DF PUBLC Ui1L11
7. No boulders B' in diameter a ~~ WTiMFOp[NSm13 I ML16
rooter alloeM In f of bocMlll. sEOwRE t m eucinE ml
9 MID A[IIPQwf1 rmKRRC PIPG
FINAL
BALKfILL
UNDISTURBED SOIL
INITIAL j ~ -~ :_:, /
BACKFILL
SPA NL LTNE '~ M61 STDIE
HAWCHIN6 T~• P]PE LRADE
Y BEDDING
iPMP VELL UNDER 19NINUN SIDE
BOTTOM HALF D' Dd DF PIPE B' ~CLEMANCE
DF PIPE
TYPICAL TRENCH HOTTOM DIMENSIONS FOR
SDR 35 PVC GRAVITY PIPE
NOTES
1. For trerches repulrlnp shminp ontl broclnp dFers]om shop
be token Cron the Instle Cote of the sharhp Ord brocMp.
2. No rocNS or borders /' or larger to be metl In Inlthl Wckflll.
3. All bockflll notarial sMll be sJtoble mtlve nsterbL
A. Bockflll shop be toroetl In D' INtz h <rofflc Drroz, l2' M
non trofflc areas.
iRENCM BOTTOM DINENSIONS ADID MLKFILLING
REDUIRENENTS FOt PVC GRAVITY SEVER MAIN
• SEE VENT -CTAIL
VENT OPENING TD BC ONE FOOT ABOVE
HII RE- YEAR FLOOD CLCVAT yENi OPENIW~ iO
SEAL MOUND BE SCREENCD
CM-LOK VENT PIPE 4' 'Wi DIPPED'
VATER TIGHT MANHOLC THRg1GH MANHOLE rxN. PIPF
FRAME AND COVER ACmn can ro PIAEE PwE
RNIGE 12'Amt'E AN tpi
12' PRE-[AST TOP SLR PROPOSED
LRADE
SLOPE FINISHED LRADE MANHOLE iO ~/~/ ~
AVAY FROM MANHOLE HAVE CASs IN
ALL SIDES. RISER OPPOSITE
STEPS TO
ACCOMDDATE FW!-E
/' 'HOT DIPPCD'
WLVMIZED PIPE. ~!
III^II\~") /~~ AAVRi
.O.
LJ TIILrIII["~
VENT DETAIL nFF1 BIX15
A DTNER ACCEPTABLE
COVERS ~ "~:
'...<,.I,,, r D ' ,.~
~~ ' SiDNE
I. NEM NVBT BE fACTORI WElDEO CI1Y ~ RALEIGH
FABRICATED AND 'HOT pPPED' pEPAR1MENi OF PUBLIC UTILITIES
G/1VANIZED.
z. ~INC~pE wl~x v[Nr ~NUUeeR STANDARD SEAL TIGHT MANHOLE
WITH VENTE- STACK
EV SIONS AT T
$-24 "A 12-]1-91 RN - D-
A.B.B. -15-0
N N~L„m ~N NNDn. NrND~A
/~ M¢ cwm rwmc una~ m vNipwuE
rW xxe¢! rAa[ ANO EWFRt / \ ttl rARR wN.
24' MA%
/~~ivEr r un,~r xm
sSrnoN w. i u~nx
nr Nnm
'D' RINL SEAL
OR RAM-NECK
9'
SECTION A-A I ~ ~ H
naxlm Raw a
uE AEBCA .:rAl un»
p A Y tWA'RD rR1 nl
~ -~ R~~ ELI°I
Q IP
n'i: wr a'M~u.
CITY OF RALEIGH
DEPMiI[NT ~ PUBLIC UIIUTII
STANDARD %tCGSi SANITARY
SEVER MANNRE
PLAN
SLIP RESISTANT CLEAT
O
I 12~
ELEVATION
N3 DR NI REBAR
[ORROSSON RESISTANT MAICRIPL
RUBBE ,PLASTIC
CITY OF A
-EPMTMENi OF Pl
SECTION A - A STANDARD SLl
1'
6'
SIDE
ELEVATION
___ _ _ CI1 l,. R;_CIGr~ F~ 71 Iv J ILTIES CE'A~iTUEIiT
/~ Stea s &Wheler PLI,C ~OJTH ST bEAVEFDrJ FEE, NT EFTOR
~ ~ E~~N LANE SAhITAC.f aLIVE" ~YELO~"T CPI
~~ Environmental Engineers and Scientists CF; ,,I~ ~
~=

__ _ _
I ~ __ __ _ __ _ _ _ _ _ _ __ _ _ _ _ __

CIII

L
r
~(iJSIGN ANC 5ED_',?~1EIUItTTI_JN CONT°0_ N TES_
I. COMPACTOR IS RESPONSIBLC FOR FURNISHING, INSTALLING AND MANTNNING ALL EROSION ANO
SEDIMENTATION CONiNOL YFASVRES.
2. ALL EROSION AND SEDIMEMA710N COMROL PRACTICES SIMLL BE IN ACCORDPNCE WITH THE NORTH
GROWA DEPMiMEM OF ENNRONMENT AND 1MNRAL R60UACE5 SEOIMEM CONTIAOL CODE, UTESi
EDRgN.
7. CONTRACTOR SHAM NSTALL ALL EROSION AND SEDIMEMARON CONTROL MEASVRES BffORE LLUAING,
CONSTRUCTNN OA DEMOLIDON WORN IS BEGUN.
+. ALL EAOSgN AND COMROL MFASUAES SHUL BE INSPECTED WEEKLY OA ARER UCH SNiNIFICM'T RNN
EVEN AND REPAIRED AS NECESSARY. SEDNENi SWLL BE PROPERLY DISPOSED SO THAT NRTHER
SEDIMENT iP,WSPORT DOES NOT OCCUR.
5. IF CONDRIONS OF CONCEMRATED ICON OCCUR, REPUCE TEMPORARY SIIT FENCE W11H REINFORCED
SIABRIIEO OUTLET FOR SEOIMEM fENCE OR CHECK ARKS.
fi. CONTRACTOR SHALL PROWDE TEMPORARf SEEDING 10 DENJDED AREAS THAI WILL NOi BE BROUCM TO
FINAL CAADE FOR A PERI00 Of MORE THAN IS WORKNG DAYS.
7, COMPACTOR SHVL PItOYIOE PERIMNEM SEEING WIMIN 15 WORKING DAYS OA 70 CALENDAR DAYS
ARER FN1L GRADE IS REALIiD, UNLESS iEMPORARf STABIL17AigN XIS BERN APPLIED.
B. IMMEDMIELV APPLY MULCH i0 DENUDED hRE15 DUPING NON-CItOWINC SUSONS.
9. ALL TEMPORARY COMROL MEASURES SXALL REMAIN IN PUCE UNDL CONSiRVC710N IS COMPLETE AND
SITE HAS BEEN PERMANENRY STABILIZED.
10. ANCHOR SFRAW 8Y 1ACKING WITH EMULSIFlED ASPIMLi, NERING, OR AOWNC OA Bf CRNPINC WRH A
MULCH ANCHORING TOOL WHEN USING EMULSIFlED ASPHALT, APPLY 0.10 GALLONS PER SQUARE YARD
(10 GPiLONS / 1000 SWARC FEET).
11. DISTURBED AAU - 0.2 ACRES (260 FEET ~ 35 FEi7)
12. THE FOLLAWINC SEEDING SCHEDULE APPLIES i0 THE PIEDMONT AAU OF NORTH CAROLINA
TcMPORAR" SEEDING
SEED SOIL AMENOMENfS MVLCH
RYE 'W~'L
LESPEDQA LIMESTONE 1D-10-10
fERTILIZER SIMW

.MN I TO AUY 1 (LB/ACREI
(LB/ACRE) (LB/ACRE)
(LB/ACRE) (LB/ACRE)
120 50 2,000 750 +,DOo
CENMAN MILLET LIMESTONE 10-10-10
FERTLIZER STRAW

1.417 1 TO AUG IS (LB/ACRE) (LB/ACRE)
(LB/ACRE) (LB/ACRE)
40 2,000 750 4,000

RYE (GRNN)
UNESTONE 10-1o-1D
FEftIIL12ER
STRAW
AUG 75 TO OEC JO (lB/ACRE) (lB/ACRE) (LB/ACRE) (IB/ACRE)
ao 2,oao I,ooo a.DDo
PERP.IANENT SEEDING (R'GHTS-OF-WAY)
SEED SOIL AMENDMEMS MULCH
TALL FESCUE SERgU
LESFEOE7A KOBE
LESPEOEIA
_ LIMESTONE 10-10-10
FERTILZER STRAW
AUG 20 10 OCT 75
FEB 170 MR IS (LB/ACRE) (LB/ACRE) (LB/ACRE) (~/ACRE) (LB/ACRC) (~/ACRE)
ao 20 10 - +,ooo I,DDD 4,000
TALL FESCUE lF6FPoQA lE5PE0EU ~ERLLNAffN LINESIONE FERTILIZER STR1W
MAY 1 TO AUG 15 (LB/ACRE( (~/ACRE) (LB/ACRE) (LB/ACRE) (~/ACRE) (LB/ACRE) (LB/ACRE)
fa 20 10 10 4,000 I,WO 4,000
TALL FESCUE SEAICU
LESPEDEU KOBE
LESPFAE2A ~ (GRNN) LNESriMNE 10-10-10
FFR71LIZEA ~~
OCT 25 70 NAY 1 (LB/ACREI (IB/ACRE) (LB/ACAS) (l8/ACRE) (IB/ACRE) (~/ACRE) (LB/ACRE)
BO 20 10 40 4,000 1,000 +,000
PERMANENT SEEDING (LAWNS]
SEED SOIL ANENDNENfS MULCH
BLEND OF 1HREE DR MORE LMESTONE 10-10-10 SiMW
AUG 20 i0 OCi 15
FEB 1 TO APR IS TURF 1YPF TALL fESCUES
(LB/ACRE) (~/ACRE) FERTILZER
(LB/ACRE) (LB/ACRE)
250 +.000 1,OD0 +.000
BUFFER IMPACT 'NOTES:
1. THE FOLLONINC NDIGiES TIIE TO7Al ARU (SF) OF CLURING IN 20NE5 1 ANO 2 gEMIFIED
BY TXE RIPARMN BUFFER RULES FOR 1XE NEUSE RNER BASIN:
ZONE 1 7,507 SF
20NE Z 1,527 SF
I I
II i _ __ __ ___
III
w W~=1~
3 /
$
G
°w 4~~~
C
~

w~
~uo= ~
~~
l u ~
o
io
w ~
4i ~~w~
~u~

~ w
r ..
~
n
~ t~~m ~
0€
z
n
wo ~p~~ ~ '«
S~
=
i
€ ~~
; ~a3~i
0 Op~m ~V~~O4
~ ~] w
~

-
iv ~
~' Fa~J3
~w ;u,~i° °W~mN
,
w ~~~ODU a~~aa
n~ 0~3~n ~o~rcp ~
"
0
v~,,,
0
~~~' ~ r
LL ~
Ow Y, -
-
s°~ , ~ ~
o °uY~
na3U
~ ?~ - ...
x~ mo
o ~

}-(
3 ~o ppO Z
^ Q
G
c
° ~ 3
m
W
~
n
~- NNE 1
5~ ~'

..... .. . cm of RALEIGH
cLNmN ENGWEfRNC OEPARDIEN7

";
~~ RENSgNS Nm ~/Loo aAw.
CCNSTRUC110N m
ENTRANCE
~rc
STD. M 10.02
B NAM.

gRECTED BY THE ENGINEER
VAAMBLE AS
~

M1N 10 GA

~ I MIN. 12-1/2
`J/ NTERNEDUTE
/ WIRES
UNE WIRES ~SLT FENCE FABR C
NS7ALIE0 10 SECOND /
WIRE FROM TOP
r GRADF
(,

F NT VI
~ STEEL POST
WOVEN WIRE FABRIC
NCE CEOIE%TILE FABRq
•
E ~SILT FE
~
' I ~FlLL SLOPE
~~
- llSE SNi FENCE ONIY
WHEN DRNNAGE AREA ~
/,g?
3 ,~""
DOES N07 EMCEED 1/A
ACRE AND NEMER 1N ARUS '~:~GRAOE
OF CONCEMRATED FL04Y. a ~ ~_ 6' API. COYER
T FENCE
~ J c~ OVER SgAi •
- END OF 31L
NEEDS i0 BE TURNED r ANCHOR SKCiT AS
UPHILL. ;_:_. DIRECTED BY ENGINEER
I I
• FOR REPNR OF SILT
FENCE FNLUAES, USE
N0. 57 WASHED STONE.
FOR ANCHOR WHEN SAT
FENCE 5 PROiEC71NC
GTCH B151N.
_. _ _ _ __
Stearns & Wheler, PLI,C
Environmental Engineers and Scientists
(1' OE Z1 FIrFI PI s Ir J II:TIFS CE?ARTNiE(iT
1JTHtA.;1 BEAVEn~, w GR.EE NTERCENTOR
ECEIJ LAN` SANIIAkY SEWER RElOi'ATION
~3f1'ICF r~N[' SE['1PrF'JT CGNTRO>_ `1~TE_S
AND t7ETAiES
C