20070108 Ver 1_401 Application_20070107

HAZENAND SAV~-~YER
Environmental Engineers & Scientists
January 16, 2007
Ms. Laurie Dennison
NC Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-1170
Dear Ms. Dennison:
Hazen and Sawyer, P.C.
4944 Parkway Plaza Blvd.
Suite 375
Charlotte, NC 28217
704 357-3150
Fax: [phone]
20070 108
RFCEIUED
Subject: City of Raleigh
House Subbasin
Sanitary Sewer Line Replacement
H&S File 30381
Enclosed herein are five (5) copies of the Pre-Construction Notification Forms for the
City of Raleigh's House Subbasin Sanitary Sewer Line Replacement.
Apparently, when plans and specifications were submitted to the Division, you were not
furnished a copy of the PCN forms. The project was submitted to the Army Corps of
Engineers on October 19, 2006. Also, apparently we did not submit a plan review check
at that time. We are enclosing a check in the amount of $475.00 at this time.
We are submitting the updated forms that were changed or modified reflecting the Army
Corps of Engineers preliminary review comments.
Please contact me at [phone] if you have any questions or comments concerning
this submittal.
Very truly yours,
k '' :'
.~,,. _ .
BT/gb
HAZEN AND SAWYER, P.C.
~~
Benjamin Thompson, P.E.
Associate
Cc: Mr. Aaron Brower, City of Raleigh w/attachments
New York, NY • Armonk, NY • Upper Saddle River, NJ • Raleigh, NC • Charlotte, NC • Vienna, VA • Hollywood, FL • Boca Raton, FL • Fort Pierce, FL • Jupiter, FL • Miami, FL • Bogota, D.E. Colombia

Ufhce USe Unly: Form Version March Os
24070 10 8
USACE Action ID No. DWQ No.
~u any parncuiar ttem is not applicable to this project, please enter "Not Applicable" or "N/A".)
ry ,1 v~ ~r~
I. Processing ~~; :~-',:._'ilT
RECEIVED
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: NWP No. 3 and 33
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 VIlI,
and check here: N/A
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 fiuther details), check.-here; ~ -`
II. Applicant Information.
.. ~ ;, t, ,
1. Owner/Applicant Information
Name: Department of Public Utilities, Raleigh, N.C. ` i'"""
;~-.
Mailing Address: P.O. Box 590 ~~
Raleigh, North Carolina 27602
Attn. Mr. Robert Masengill P.E.
Telephone Number: 919-857-4543 Fax Number: 919-857-4545
E-mail Address: Robert.massengill(a,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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
u~aatea l tiv2oos
Page 5 of 12

r
Supplemental Sheet for Item 1115 -Site Coordinates
House Subbasin Sanitary Sewer Replacement Line
Contract Site # Norlh West Stream Name Contract Approx.
# i?rawina # Station

1 1 35.831500 78.679038 House Creek P2 19+40
1 2 35.830708 78.679880 House Creek P2 20+39
1 3 35.839947 78.681275 House Creek P3 23+60
1 4 35.829500 78.681486 House Creek P3 27+23
1 5 35.828222 78.681783 House Creek P4 36+00
1 6 35.821388 78.686710 House Creek P6 65+63
1 7 35.817350 78.688824 House Creek P7 79+30
1 8 35.815280 78.688280 House Creek P8 88+50
1 9 34.816636 78.688914 House Creek P8 89+01
1 10 35.814280 78.691025 House Creek P9 95+86
1 11 35.812519 78.691658 House Creek P9 102+47
1 12 35.808480 78.694775 House Creek P11 122+82
1 i 3 35.800413 78.698150 House Creek P12 134+70

2 14 35.804063 78.697350 House Creek P1 140+45
2 15 35.802856 78.697477 House Creek P1 148+30
2 16 35.801372 78.699586 House Creek P2 153+85

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078° 43' .00" 78 ° 42' 0.00" ` `•
78° 41' .00"
Name: RALEIGH WEST Location: 035 ° 48' 34.07" N 078 ° 41' 39.35" W
Oate:12/20/2006 Caption: SITE COORDINATE MAP
Scale: 1 inch equals 2000 feet
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Tracks
Name: House Creek FM
Distance: 2 miles, 4553 feet
Log Points: 22
Name: Trk15
Distance: 3457 feet
Log Points: 10
Markers
Name: 1
Short Name: 1
Coordinates: 035 ° 49' 53.40" N, 078 ° 40' 44.54" W
Name: 2
Short Name: 2
Coordinates: 035 ° 49' 50.55" N, 078 ° 40' 47.58" W
Name: 3
Short Name: 3
Coordinates: 035 ° 49' 47.81" N, 078 ° 40' 52.59" W
Name: 4
Short Name: 4
Coordinates: 035 ° 49' 45.71 " N, 078 ° 40' 53.11 " W
Name: 5
Short Name: 5
CooMinates: 035 ° 49' 41.60" N, 078 ° 40' 54.42" W
Name: 6
Short Name: 6
Coordinates: 035 ° 49' 17.00" N, 078 ° 41' 12.19" W
Name: 7
Short Name: 7
Coordinates: 035 ° 49' 02.46" N, 078 ° 41' 17.66" W
Name: 8
Short Name: 8
Coordinates: 035 ° 48' 55.01" N, 078 ° 41' 17.81" W
Warne: 9
Short Name: 9
Coordinates: 035 ° 48' 53.89" N, 078 ° 41' 20.09" W
Name: 10
Short Name: 10
Coordinates: 035 ° 48' 51.41 " N, 078 ° 41' 27.69" W
Name: l l
Short Name: 11
Coordinates: 035 ° 48' 45.07" N, 078 ° 41' 29.97" W
Name: 12

i
Short Name: 12
Coordinates: 035° 48' 30.53" N, 078 ° 41' 41.19" W
Name: 13
Short Name: 13
Coordinates: 035 ° 48' 17.86" N, 078 ° 41' 50.92" W
Name: 15
Short Name: 15
Coordinates: 035 ° 48' 11.03" N, 078 ° 41' 50.76" W
Name: 16
Short Name: 16
Coordinates: 035 ° 48' 05.44" N, 078 ° 41' 58.66" W
Name: 14
Short Name: 14
Coordinates: 035 ° 48' 14.88" N, 078 ° 41' 50.31 " W
Name: Stream Crossing
Short Name: StrmCr
Coordinates: 035 ° 49' 18.87" N, 078 ° 40' 51.07" W

III. Project Information
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. ff 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: House Subbasin Sanitary Sewer ReQlacement Line
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): NIA
4. Location
County: Wake Nearest Town: Within City of Raleigh
Subdivision name (include phase/lot number): NIA
Directions to site (include road numberslnames, landmarks, etc.): Bes;ins at Blue Ridge Rd
& Crabtree Valley Ave and follows House Creek southerly to Wade Ave
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached sheet °N °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Neuse River
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: Current existin sg anitary sewer within its own easement,
with li h~ t vegetation
Updated 1111!2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of an existin sg anitary sewer line with a larger line. Most of which will be
replaced in place or parallel with the exist line Mechanized Equipment such as• backhoes
trucks, track hoes and miscellaneous small equipment.
11. Explain the purpose of the proposed work: To replace the aging sanitary sewer outfall
which was ori¢inally constructed during the 195U's. This work will be coordinated with the
construction of the new "House Creek Greenwav". Planned Improvements will eliminate all
aerial stream crossings and pipe slopes will be increased to provide more efficient hydraulic
characteristics.
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 nutigation (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.
Creek Crossing Nos. 14, 15, and 16 will be installed under Phase II construction which should
run concurrent with Phase I completion.
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 maybe 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:_ Temporary excavation and
mechanized grading stream impacts only (see attached information . Standbvpumps shall be
used if crossings cannot be made in one day and/or for unexpected storm events
Updated i i/1 /2005
Page 7 of 12

Supplemental Sheet for Item Vf 4 -Stream Impact
House Subbasin Sanitary Sewer Replacement Line
Stream
Impact Average Stream Area of
Number Stream Name Type of Perennial or Width Before Impact Length Impact
(indicated Impact intermittent ? Impact (linear feet) (acres)
on map)
1 House Creek Tem ora Perennial 15 70 0.0241
2 House Creek Tem ora Perennial 17 20 0.0078
3 House Creek Tem ora Perennial 17 40 0.0156
4 House Creek Tem ora Perennial 15 20 0.0069
5 House Creek Tem ora Perennial 15 40 0.0138
6 House Creek Tem ora Perennial 15 40 0.0138
7 House Creek Tem ora Perennial 17 42 0.0164
8 House Creek Temporary Perennial 24 40 0.0220
9 House Creek Tempora Perennial 10 35 0.0080
10 House Creek Tem ora Perennial 15 130 0.0448
11 House Creek Tem ora Perennial 12 52 0.0143
12 House Creek Tem ora Perennial 8 35 0,0064
13 House Creek Tem ora Perennial 20 40 0.0184
14 House Creek Tem ora Perennial 10 40 0.0092
15 House Creek Tem ora Perennial 10 40 0.0092
16 House Creek Tem ora Perennial 5 40 0.0048
1 Total Stream Impact (by length and acreage) T24 0.2353
1p4-
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Name: RALEIGH WEST o
Date: 12/20/2006 Location: 035 ° 48' 34.07" N 078 ° 41' 39.35" W
Scale: l inch equals 2000 feet Caption: STREAM IMPACT MAP
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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,
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type 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)
ESP Associates, P.A. environmental department found no jurisdictional wetlands.

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
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. ff stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea e, multi 1 len th X width, then divide b 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial o~
Intermittent. Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
See attached

Total Stream Impact (by length and acreage)
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
Updated l it1/2005
Page 8 of 12

6. List the cumulative im act to all Waters of the U.S. resultin from the ro"ect•
Stream Im act (acres): 0.2353
Wetland Im act (acres): 0
O en Water Irri act (acres : 0
Total Im act to Waters of the U.S. (acres) 0
Total Stream lm act (linear feet): 597
"I
~~
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 USAGE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.):
Current land use in the vicinity of the pond:
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 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. This project replaces an
existing sanitary sewer with the maiority of the construction being done within the existin sewer
easement. Due to constraints of limited accessibility short lengths rock outcrops and projected
lush costs, horizontal directional drilling was not practical.
VIII. Mitigation N/A
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.
upaa~a i ~iinoos
Page 9 of 12

• .
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
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
httn://h2o.enr.state.nc.us/ncwetlands/strmgide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina 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: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated ] 1/1/2005
Page 10 of 12

JIA IVT.7V.VT
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RIM ELEV = 233.0
DEPTH = 13.8'
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HAZEN AND SAWYER
Environmental Engineers & Scientists
/9M Patkrral Plato 81vd, SuIM 175, CharlolN, North Coro1'aw 28211
DEPARTMENT OF PUBLIC UTILITIES PLAN
RALEIGH, NC CREEK CROSSING No. 1
HOUSE SUBBASIN STA 19+40
SANITARY SEWER REPLACEMENT LINE
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HAZEN AND SAWYER
Environmental Engineers & Scientists
1911 PakMaf Plata &rd, Sulfe 375, ChabNe, Nash Carolino 28211
20+00
DEPARTMENT OF PUBLIC UTILITIES PROFILE
RALEIGH, NC CREEK CROSSING No. 1
HOUSE SUBSASIN STA 19+40
SANITARY SEWER REPLACEMENT LINE

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4 1 ~ t ~+i t `'
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 2
, Env(ronmental Engineers & Scientists HOUSE SUBBASIN STA 20+39
1911 PaAcMar Pb:o Bhd, Saile 315, ChorioNe, No~Ih CaroBrw 28211
SANITARY SEWER REPLACEMENT LINE

r
` i
240
230

220
210 i ' ~ j
i
DEPARTMENT OF PUBLIC UTILITIES
HAZEN AND SAWYER RALEIGH, NC
Environmental Engineers & Scientists I-LOUSE SUBBASIN
4911 Pakwar Plaza 8hd, Sutte 375, chatona North Ana 28212
SANITARY SEWER REPLACEMENT UNE
230

220
( ~ ~ 210
PROFILE
CREEK CROSSING No. 2
STA 20+39

~l
EXIST so' NEUSE RIVER
BUFFER -ZONE 2
O
O
~- EAST HANG AUGER (HA-14)
TEST HOLE (BY OTHERS)
K3..` \
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? ~ i ~ \ " 0227024
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Exlsr 30' NEUSE RIVER
1 ,
BUFFER -ZONE 1
,1
K 1t EXIST 50' NEUSE RIVER
BUFFER -ZONE 2 -
HAZEN AND SAWYER
Environmental Engineers & Scientists
4911 Pakwar Plaza Bhd, SuNe 375, ChaAofle, North CaroBna 28217
EXIST 30' NEUSE RIVER
BUFFER -ZONE 1 ,_ ..
"°~.,.,~"~ PROPOSED TEMP 'FORD STREAM CROSSING,,
~EPCPDM 6.70a, SEE SHEET D4
REMOVE EXISTING 5
SWR IN CREEK BED
PROPOSED ANTI-SEEP COLLAR ``~
0227024R STA 24+31.;
",~~ ` PROPOSED i
'.. ~, (COR STD S
~..~,.~ RIM ELEV =
~ DEPTH = 14
" \ S'~.~ ExlsnNC 40
L`am`{ (20' EACH 9
~/ r
ti ~ ~ -.. .~
~ ~~~h'p~-(~ ~~~~ R~EMO~vE1 EXISTING MHO
e J,,-~ ~ " \, SF R 9.16 ( ~
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DEPARTMENT OF PUBLIC UTILITIES PLAN
RALEIGH, NC CREEK CROSSING No. 3
HOUSE SUBBASIN STA 23+60
SANITARY SEWER REPLACEMENT LINE

250
240
230
220
_.__b
c
u
23+00
HAZEN AND SAWYER
Emironmentat Engineers & Scientists
1941 Pa~lcwar Pk:a BWd, Sidle 315, Churlolta, Nc~ih Corolino 28211
24+00 25+00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PROFILE
CREEK CROSSING No. 3
STA 23+60

_ ,. ~_ . ~~
..___ .._
%" ~ EIQST 50' NEUSE RIVER / ~~ .~ ~~ ~..~
BUFFER -ZONE 2
~" ~
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NEUSE RIVER ~
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l.~ ._..._.~` /~~ E)4ST Mt• 1i5t3 / ~ ~ SEE STR
RIAI 245.72 ~ ~N 1~~ i~
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PROPOSED MP' ~iI11B (4 0j /J ~/r *
,.,,
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(COR STD S-26e S=2a)-...._... /
RIM ELEV - 240
5 ~`~
.
o ~, ~
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DEPTH - X1.8'' ~,~
;,~
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(REMOVE EXIST MH ~C- ~.~..` ~.,-',-` ;, ~ ,,~ -GQ` ~ ~ ,,.-'
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r,~.; ;!~ r" ,.,,/;,l ,rr,/'
,,,~ ~e ~~ ~r•..
0227024R
~
,
r' r ~ Vii''" ,,.-'""' r,,.-" ,~ r''

DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC
CREEK CROSSING No. 4
Environmental Engineers & Scientists
/9U Parkway Pbta Blvd, Sulk 315, CharloNe, Ib~th CaroBno 28211 HOUSE SUBBASIN STA 27+23
SANITARY SEWER REPLACEMENT LINE

~~z
11'Ww
N4 22.0.
I_ a'
240
230
1
~+v
oi~~
220
1 +00
HAZEN AND SAV~~YER
. Environmental Engineers & Scientists
1941 PaAaay Plaza Bhd, Suite 375, GatloHe, Nom CaroBno 28217
1+50
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PROFILE
CREEK CROSSING No. 4
STA 27+23

EX1Si MH N517A
RIN 253.81
INV IN 249.68 (8' CLAD
INV OUT 249.34 (8' q.Al~
EXIST 30' NEUSE RIVER
BUFFER -ZONE 1
BUFFER -ZONE 2
STA 35+59.05 . / .
PROPOSED MH X113 5 d -
_~~, -
(COR STD S-20, S-26)
RIM ELEV = 249.0
DEPTH = 14.6' r ~~• .~~ ~,~
$~ ,
(REMOVE EXIST--MW~ di _ j ~ e ~ , ' ~; ~ ~ Q
-REPrA~ IN PLACE) ~j ' ~ / ; (io5 eA~ 810 ASEME \
r'' '
'' , / / /
,/r / •~ ~ / / ~~~ MAX TV' VVIW 11\~V 11~
!:1r~ :.-~~~,~ ~ i` ' '~, ~ / ~ PROPOSED TEMP 'CUL'VERT" STREAM SSING
r - r,f,,. ~2' \
/ ;~,, ~ ~ EPCPDM ~7 PROPOSED SILT FENCE'
,,,-- r,./ ~ _`~. ,` SEE SHEET D4
~-'. ~ , L 0227000
r ..~ ~ ~ _ S cr ~ ,, ,,(
` ~ f ~ z J9.12- -- "'~j C ._,a, _ 55. 21 ~ 'O ~'*'" `..
•• t
EXIST UH 7 : / _ i,
RMA 247.45 - ~- i
1_ MV IN 237 215' CLAYj~ .
.., , Y,
U) INV N 238 8')
~;
y ~ «1T ?~~4 (';~~ ~ SEE ENLARGED CONNECTION
~',A ~ f ~ ~, DETAIL No. 6, DRAWING P16
E14ST 30' NEUSE RIVER
BUFFER -ZONE 1
OO ~ EXIST 50' NEUSE RIVER
BUFFER -ZONE 2
' REMOVE- /~tEPLACE EXISTING
N SAN SWR IN PLACE
TBM #8 - 18 #5
REB~R W/ ALUM CAP
. / "ESP SURVEY CONTROL"
E V = 246.03
NOW OR FORMERLY
CITY OF RALEIGH .
WAKE CO. PIN No. 0795465598.
D.B. 3905, PG. 866 /
. _._ ~ .
__ .._ _
_... I+ccooz..
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 5
• Environmental Engineers & Scientists HOUSE SU8BASIN STA 36+00
1914 PaAcM% Pbte Blvd, Sutte 375, Chorbtte, Norlh CaroBne 18117
SANITARY SEWER REPLACEMENT LINE

240
23_ 0 _~_~
35+00
HAZEN AND SAV~~YER
. Environmental Engineers & Scientists
1914 Parkway Plaza Ord, SwYe 375, Garbtla, North CaoNrw 28211
36+00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE 5U86ASIN
SANITARY SEWER REPLACEMENT LINE
37+00
PROFILE
CREEK CROSSING No. 5
STA 36+00

~ ST
EXIST 50' NEUSE RIVER
BUFFER -ZONE 2 -
0227024R \~-
SEE STREAM CROSSING
SEQUENCE THIS SHEET WITH
1-24' CMP TEMP CULVERT-
r r r • .
.,,t, .,,., ,, ~
~ t# * • # • • r r %
.,• .:, •,
.; * . ~
` r`i r`ri # r rr `
r r x
~ `t
- P OPOSED DROP M 112
(C 0260109R/b2 -28)
IM ELEV = 273.0
oEPTH = 8.8'
(REMOVE EXIST MH di;
LACE IN PLACE)
ST JO' NEUSE I
BUFFER -ZONE 1
C `-`r•~~` `- • ,
E `
'--: -~ ` ' •~ " ` • ' ~ ' ' • ' REMOVE EPLACE EXISTING
STA 65+63.48 ~ _. __~~__ ~=.'~~ t ~ : • . • ` ~ . . ° r .` • /~
:• ' • ' ~ SAN SWR IN PLACE
PROPOSED MH 1125 (5 0) ' ~` ' ':. ` ` ' #{` ` '`
. r
STD S-20e S-25) -' ` a` r'
RIM et} + ~ t * ~ f ~ ;
= 275.0 ~
DEPTH = 1 . _ ~
(REMOVE EXIST MH c
REPLACE IN PLACE)
., _
.,
# ; `;• ` ~ +.', ; ` STABIL7ZE6-AU~LET _ __ _._._._.--'
~+ ` ; ` ~ ~`: i __.--~-OR~-SItT FENCE TYP
_ _.-___
,~ ~ 0227024
I~
STA 35 - t~
___~ ___ %J / ~. P OSED ANTI-SEEP COW4R
/
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=-___ -
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-~~ / ~ ~' S 32. ~~ 39' W
EXIST MH N526
RIM 27,x,33.--__._-.-___.._.._.
IF1V-IFI 265.68 (15' CLAD
INV IN 267.79 8' CLAD
INV OUT 285.60 (15' CLA'
HAZEN AND SAWYER
Erwironmental Engineers & Scientists
/9N Parkrer Maza Blyd, Sulk 375, CharbNe, North Caoline 19217
-.w~
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PLAN
CREEK CROSSING No. 6
STA 65+63

0+00 0+50 1+00
DEPARTMENT OF PUBLIC UTILITIES PROFILE
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 6
Environmental Engineers & Scientists HOUSE SUBBASIN STA 65+63
1914 Pakway Pkza Blvd, Sulla 315, Charblto, Naga CaroBna 28217
SANITARY SEWER REPLACEMENT LINE

~~ \
STABILIZED ~Ol1TlET
'' FOR SILT FENCE,., TYP
BUFFER -ZONE 1
REMOVE/CEP EXISTING EXIST ~o' NEU:
SAN SWR IN ~ `~ BUFFER - zoN~
\-STA 0+10 ~~~'~
,., , ~ , ~.
'RROPOSED ANTI-SEEP ~ \ ~ '~
0 7024R ~~ ~`` ~ ~ ~~~ ~~j ,`
.,.
. , ,~K '
~\ ~, `~, i ~ '\
, 'A' ,:~
_,
PROPOSED ~IH #30 (5'9
(COR STD 520, S-26)
RIM ELEV = 288.0
DEPTH = 13.3'
\ ~

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.~
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HAZEN AND SAWYER
Environmental Engineers & Scientists
1914 Pakoq Pk:a Blvd, Suite 375, ChaAoHe, Na1h Caro9m 1E217
s~.
'~o ~, 1.
'~b ~s•

EXIST 50' NEUSE RIVER
r BUFFER -ZONE 2
~`
-1-36 ~`'~CMP TEMP CC ~~ ILVERTe
SEE S~~REAM OSSIN,G
SEQUEN
~~
i~t. \ 4
,' `F ~
1 t 'I\,
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DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PLAN
CREEK CROSSING No. 7
STA 79+30

IN
0+00
HAZEN AND SAWYER
Environmental Engineers & Scientists
1911 Parkway Flaxa BNd, SuiN 375, CharbHe, North CaroBna 28217
~i-
0+50
1 +00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PROFILE
CREEK CROSSING No. 7
STA 79+30

eu

., SEEP COLLAR
INV IN 291.68 (12' OIP)' ~ `. ~'N+n~
`
~ ~
/ INV OUT. 291.63 (12' DIP)
:. s` ~ ~ Q2 7o~a~~ ~:~. SEE ENLARGED
REMOVE EXISnN , SAI+I - ~•
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DEPARTMENT OF PUBLIC UTILITIES

HAZEN AND SAWYER
RALEIGH, NC PLAN
CREEK CROSSING No. 8
Environmental Engineers & Scientists
~94t Parkwq Plato Blvd, SuBa 175, ChorloHe, North Carolina 28217 HOUSE SUBBASIN STA 88+50
SANITARY SEWER REPLACEMENT LINE

2
2~0
88+00 89+00 90+00
HAZEN AND SAWYER
Environmental Engineers & Scientists
4911 Pakrar Vla:a Blvd, Suite 375, ChorloNe, North Corollna 28217
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PROFILE
CREEK CROSSING No. 8
STA 88+50

. ,~ ''~`
.' ~~
4
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EXIST 50' NEUSE RIVER
BUFFER -ZONE 2
~~ ~ O
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~~ ~
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CREEK BANK STABILIZATION
TYP, BOTH SIDES
SEE DETAIL 02270238
1-36' CMP TEMP CULVERT,
SEE STREAM CROSSING
SEQUENCE
PROPOSED ANTI-SEEP COLLAR
02270248
STA 0+11.57
PROPOSED MH ~34A (4'~b)
(coR sTD s-zo, s-2s)
RlM ELEV = 295.5
`\\. ~.~.
~~~
~~ ~~.
~~
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 9
Erroironmental Engineers & Scientists HOUSE SUBBASIN STA 89+01
{94{ Porkrroy Plata Blvd, Suite 375. ChailoNe, North Carolina 28111
SANITARY SEWER REPLACEMENT LINE
STA 0+82.18
PROPOSED DROP MH X348 (4'0)
(SEE 02 0109Rfb2 -26)
RIM ELEY = 298.0
DEPTH = 10.9'
~, (REMOVE EXIST MH di;
-,~~~~EPLACE IN PLACE)
~:~~~~

.n
-'8'
IN~28~.93~ (~_.__._.~.___..,~~._..._._t..__._._.~.__..__, . _.._~ _ __
HAZEN AND SA~~YER
Environmental Engineers & Scientists
1914 Parkway Pk:o Blvd, Suite 375, ChabNe, North CoroNna 28211
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
PROFILE
CREEK CROSSING No. 9
STA 89+01

"` . ~. EXIST 30' NEUSE RIVE ' /
BUFFER -ZONE 1
a _. _ PROPOSED PLUG, TYP ;
EXIST 50' NEUSE RIVER ~ J /OUTLET PROTECTION, ~~)
BUFFER -ZONE 2 `ry
~~ ~; ~ 0243301 do TABLE 1,
C y~L, ~.\ ~ ! ,
.F . -~~ ~ REMOTE EXISTING SAN f` !,~~ ~,-
~` `~~ t~,l / ~,~~~ SWR IN CREEK BED ;-'~/
1-36 CMQ TEMP ~LVERT, _ '~ ;-~ ;~;,,
~' SEE STREAi~~ (,.'ROBBING f PROPOSED 8' IP " r/
'~ SEQUENCE D ;' ,;~
~ (5'$) STABIU~ED OUTLET ~„~.~~ ,~'.;
S-26) FOt3 SILT FENCE, TYI' ,\.,~ , ~, .,_ ....~. ,~,~
~`" / ~
_._~
~~ ~ ... - -
J
S~

4 ~
t
APR ANTI-SEEP COLLAR . -~ ~ _
/ ~ 0 7024R
~'~ / SILT FENCE, TYP
PROPOSED 18' SAN SWR ~ 0227000
PROPOSED ANTI-SEEP Cp~pq /
0227024R - J
0 i /
I
REMOVE/REPLACE ~ STING / i'
SAN SWR IN-PLACE
HAZEN AND SAV~~YER
Environmental Engineers & Scientists
1911 Porkway Pbza Blyd, Suite 315, ClmrloMe, NaM Carolino 28T17
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
_ ._z~,
.;~~1''
•f
.`i•~
ii` {~
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--d ~ r
I 4
r
1 'f/
r''
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A 1+77.56 (WEST) ~
OSED MH ~36A (5'0)
( sTO s-2o, s-26)
RIM ELEV =305.0
DEPTH = 12.0'
(REMOVE EXIST MH do
REPLACE IN PLACE)
PLAN
CREEK CROSSING No. 10
STA 95+86

~V
E ~
~,
40
N ~
-_1 I
N
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DEPARTMENT OF PUBLIC UTILITIES PROFILE
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 10
Environmental Engineers & Scientists HOUSE SUBBASIN STA 95+86
1914 Fotkwor Plozo Blyd, Suiie 375, ChorbHa Nwlh CaroGra 28217
SANITARY SEWER REPLACEMENT LINE

%' ~ ~'" ~ ;gip ~h.i ,` ~ ff,$j' SILT FENCE TYP i ',
;' 1° ~ ~ ~ Jl ~ 0227000 ,~' ~"
V i ~ / i//
~, TA 1+25 "%= f
'`4 ~ ; i %"; l"'
`~,,,,, fi t OSED - ~ ,~ ~ • ~ j
f if ~ ~ l.i ~~" ~~ '/
f err 02270 f ,'~ ~ ' '``
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• ~ • ~ AN P • ff' ~G ,,~
y 022 2"4R ~ f
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J'R CE EXISTING '~ , .+~',•'`"~ " ~ ::
-PLACE 1~ * .. , /, .
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' 130.00' . ~~. /, ,`y r
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ABIUZED OUTLET ; ~ '~~ ; : ~./
,• ,• , '
OR SILT FENCE TYP ~ _ _ _ _
' 0227024 f ~~ ; ~'
~~ f TEMP CULVERT AsPNALT PARKING L07
~~, /'
M CROSSING
~ ~ r f ~!i of fl CE
~ ~' "
~ ~ f~f ~f
,%'
STA 1+30.00
~`,; ff f f /f PROPOSED MH ~138A (4'0)
~ ~ ~ ~__ ~ '~ ~ j R ELEV S FLUSH W/GRD
' ~~ f ~ ~ ~~ DEPTH = 8.5'
~' ~'
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 11
Environmental Engineers & Scientists HOUSE SUSBASIN STA 102+47
/9N Parkway %o:a Bird, Suite STS, ChorfoNe, North Corolino 28217
SANITARY SEWER REPLACEMENT L{NE

-i s'
DEPARTMENT OF PUBLIC UTILITIES
HAZEN AND SAVf~YER RALEIGH, NC PROFILE
CREEK CROSSING No. 11
Environmental Engineers & Scientists HOUSE SUBBASIN STA 102+47
1941 Pakw% Pbta BMd, Suite 375, ChabHe, Norlh Carolina 28117
SANITARY SEWER REPLACEMENT LINE

•
;,~
..._
~ _.
_.:
ABANDON IN PLACE _ ~ ~ ', _ ~ .
Exlsr MN rs41e _ ~, .
RIM 342.15 _ .
INV IN 325.81 (8' OIP) ~ . ~ ~ ~ mo _ 4 _-
~, 3 f..... X ~ ..... ...... j
1
WV M1 328.21 8' DIP))
INV IN 326.03 8' D~ _ _ ~ ~ ..} __.._ .
91V OUT 325.55 (12' DIP) ~ - - t9
_.
'-0 _. ,..
. ~..~ C~ _: t ~ _
~ __
__
~ _ _
_ _ __
SEES EAM CROSSING~T~ ~ ,._~ -~~
_
SEQUENCE ~ - " ~. _.
., ~-. .~ _
_ _ _.
_ _ _.._
REMOVECtEPLACE EXISTI _` _ .__-= ~ _~~ - _ ~ _. __.
SSVWYRR ~ ~_~
SAN IN PLACE _._ _.
_. __
__
___
__._.w _~ _ _ _
e ~~ ~ - _.___.__ -- .._ ~ _ _ _ _ __ _.
PROPOSED MH #438 (4'd)
(COR STD 5-20 S-25)
RIM ELEV =336.0 ~
DEPTH = 11.0' ~-
-~ _ ~
___.._.~ ~ 8' DIP ~ ~
~ -. ,
I`~'°`
,Rv
__~_._.....` .._.. _._. _.._.__T_~ _..
~~ ~.\ ~
0227024R
`~+ `~ EXIST 30' NEUSE RIVER
COLLAR BUfFER -ZONE 1
0227024R STA 0+ .00
PROPOSED MH ~43A 4
(COR STD S-20, S-25)
RIM ELEV ~ 337.0
EXIST 50~ NEUSE RIVER ~ DEPTH = 13.2'
eu~R - zoNE 2 (REMOVE E~(IST MH dl;
REPLACE IN1 PLACE)
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E T MN N541C
1 RI 334.98 1 * '
/Si ~ IN 326.48 (6' DIP) '
~V ~ INV T 326.36 (8' OIP) ~
\,~ ~~ ~ , t, tl
~F~
~~~ i ~
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 12
Environmental Engineers & Scientists HOUSE SUBBASIN STA 122+82
/9N Fakway Pb:a Bhd, Sully 375, CharbN~, Nalh Coroflna 28217
SANITARY SEWER REPLACEMENT LINE

s .-.
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HAZEN AND SAWYER
Environmental Engineers & Scientists
4911 Patcw% flo:o Blvd, Suiie 375, ChorbHe, North CeroBne 28217
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANfTARY SEWER REPLACEMENT LINE

PROFILE
CREEK CROSSING No. 12
STA 122+82

E7CST MFi f541
tdN 3S1.T6
INV k7 J4J.46 (0' OIP)
MIV Wi 31J.01 (~' 01Pj
(COR STD S-20~ S-2
DEPTH ~ 12.1'
(REMOVE EXIST MH do
REPLACE IN PUCE)
caAVEt wuxwAr
INV~~6J~` ~;
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PRQP~lSED 'F ' S EAM CROSSING
~1'DM 6.70x; SEE SHEET 04
5TA 13:
Ewsr ~o' Est: atvra PROPOS
- za4E z 022702
antra
t
~AtZEN AND SAV~~ER
Erivkoiime~tal Engineers & ScierNlsts
4tu r«ta nom. era, way in, a,ano+a, ~ c«~ zezn
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r ~~
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X
OO
TBM #30 - ~ s" #s
REBAR Wf ALUM CAP
~~ ~-+ Rs4s "ESP SURVEY CONTROL"
~ 3s~sy ELEV = 353.88
INY M4 34{.97 (8' CLAY]
INV IN 347.37 10' CLAY)
INY OU1 344,71 (a' OIP?
ANTI-SEEP COLLAR t~'^ ~~+Tw=va
PROPOSED MH #49 (5'A)
(COR sro s--2o, S-25)
RIM ELEV = 353.0
DEPTH = 11.9`
(REMOVE EXIST MH do
REPLACE IN PLA
DEPARTMENT OF PUBLIC UTILITIES PLAN
RALEIGH, NC CREEK CROSSING No.13
HOUSE SUBBASIN STA 134+70
SANITARY SEWER REPLACEMENT L~Ntr

v

[I~l
134+ 00
~~N ~ SAWYER
EtrvN~otxoe~tai Ertginee~s & Scientists
aw rw~.~ n~a eye, s~ m, cr~an~, ~ c«a~ n:n
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350
135+00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
360
340
330
136+00
PROFILE
CREEK CROSSING No. 13
STA 134+70

STA 141+29.82 2
PROPOSED MH #51 5 f
(CDR STD S-20~S-25)
RIM ELEY = 370.0
DEPTH = 14.1'
STA 141+15
PROPOSED ANTI-SEEP COLLAR
02270248
1-30' CMP TEMP CULVERT
ewsT 50' 1~USE RIVER STREAM CRQ _ .
~E ~ORAWING D3 ~
1y~~~I .SV~ ~.Cf~ ~__ J/ _ `1
6UFFER 2:~ ~ ~ ~
S _=~___ ... ... ~~
.. Noy ~~ ~~ _ .~
CE EXISTING E>aS1iNG ~o' EASf7~tENT ~ CREEK BANK ST ~L~I,ZATION
~` ~.,.
~ MI PLACE (20~ ~"~' S10E) TYP, 8~?1H SLIDES ~~
- r ~~a - za~ i ~ SEE DETAIL 0 70238 '~ ;;,~
=~--
. _ . --- -~
110.00 ~- --
~~'~~~
0227000
SILT FENCE, TVP
PROPOSED MH 1i51 (5'~)
(CDR STD S-20,S-25)
RIM ELEV = 372.5
oEPTH ~ 19.1'
EXIST 50' NEUSE RIVER
su~ER - zoNE z
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAV~~YER RALEIGH, NC CREEK CROSSING No. 14
Ernrkonmernaf Engineers & Sciernists HOUSE SUBBASIN STA 140+45
~1lN hik*op Mo:o Blvd, Soho 775. ChaAoMo, NaNi Cao1Ma 26217
SANITARY SEWER REPLACEMENT LINE

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140+00 141+00 142+00
DEPARTMENT OF PUBLIC UTILITIES PROFILE
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. i4
Environmental Engineers & Scientists HOUSE SUBBASIN STA 140+45
1111 <Aakwr Plata BMd, Suits JIS, garbHa, NaMi CaroNna 1E117
SANITARY SEWER REPLACEMENT LINE

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,- 5 •2

,,-
PROPOSED SIL FENCE, TYP
' 0227000 _ ~
~ ~--PROPOSED ' '
STREAM NG
EPCPDM .70a,
- - D3
CREEK BANK STABIL1ZA110N
TYP, eoTH SIDES
sEE oETal ozz~oz~R
PROPOSED ANTI-SEEP COLLAR
` 0227024R
I.' ---- ,-r ~--
DEPARTMENT OF PUBLIC UTILITIES PLAN
HAZEN AND SAWYER RALEIGH, NC CREEK CROSSING No. 15
Env~orimental Engineers 8~ Sdenttsts HOUSE SUBBASIN STA 148+30
NN lakes Moto UHd. Sally 375, ChadoNe, Ilorlh CaroNna 2A217
SANITARY SEWER REPLACEMENT LINE

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_-
370
,.. _.~..y.. _......_.~ ~
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_... _....... 3......._....1.. _........ ....
360
HAZEN AND SAWYER
EnWronmerrtal Engineers 8 Scle~tists
~ ~r ~ eka sin. ns, a~n~, N«m c«~ mz n
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SU68ASIN
SANITARY SEWER REPLACEMENT LINE
...,_.,..t_._,~„_
PROFILE
CREEK CROSSING No. 15
STA 148+30

PROPOSED MH 954 (5'I)
(COR STD S-20,S-25)
RIM ELEV = 392.0
13.1'
---
.~
_ _..
.__.____. _ - - S)s.
_.._.
_.
CMP tVEi~T,
VCE SHEET 0 ~
~ED'MH 955
STD S-20. S-
'ROPOSED SILT FENCE,
0227000
TYP,
SEE

~ DEPARTMENT OF PUBLIC UTILITIES
ilALEN AND SAWYER RALEIGH, NC PAN
CREEK CROSSING No. 16
Environmernal Engineers & Scientlsts HOUSE SUBBASIN STA 153+85
1l11 lalcq fbse Bhd, SdM I75, tliabN~, Na1h C«aAna 2E217
SANITARY SEWER REPLACEMENT LINE

•
153+00
gAZEN AND SAWYER
Environmental Engineers 8~ Scientists
~u tw~.q Elmo NNd, sut~ m, awn., Nash Carapno 2l2a
154+00
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
HOUSE SU88ASIN
SANITARY SEWER REPLACEMENT LINE
155+00
PROFILE
CREEK CROSSING No. 16
STA 153+85

NOTES:
1. NEUSE RIVER BUFFERS WERE ESTABLISHED USING WAKE COUNTY CIS BASE MAPPING
AND ARE NOT INTENDED TO INDICATE ANY ACTUAL FIELD SURVEY.
2. AREAS SHADED IN THE BUFFERS ARE THE AREAS WITHIN SAID BUFFERS THAT WILL BE
DISTURBED DURING CONSTRUCTION.
TOTAL IMPACTED ZONE 1 = 129221.5 SQ FT. a 2.97 AC.
TOTAL IMPACTED ZONE 2 = 117628.0 SO FT, or 270 AC.
;:
a
~~,
.~ ` ~ \~_
+ ' '~
-~ ~\ ~
® ZONE I
- ZONE 2

HAZEN AND SAWYER DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, NC
200 100 0 200' ErnironmeMal Engineers & Scientists
1'=200'-0' 19N `°''"°~' "°'0 ~ ~ ns. u.ru,, wow run HOUSE SUBBASIN
SANITARY SEWER REPLACEMENT LINE
• •
NEUSE RIVER BUFFER
. ZONES 1 & 2
SHEET 1 of 5

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