20141077 Ver 1_401 Application_20141014

17� PAID 20 1 41 077
October 8, 2014
US Army Corps of Engineers
Attn: Mr. David Shaeffer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
NC Division of Water Resources
Attn: Ms. Cherri Smith
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
Re: Phase II Crabtree Basin Wastewater Collection System Improvements (CBWCSI);
Section 404 NWP 12, 401 WQC 3819, and Buffer Authorization Submittal
SEPI Project: EN14.032.00.
On behalf of the City of Raleigh Public Utilities Department ( CORPUD) and McKim and Creed, Inc.
SEPI Engineering (SEPI) submits this complete application and supplemental information requesting
written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water
Resources (DWR) that the activities proposed below may proceed under Nationwide Permit (NWP)
12 and General Water Quality Certification 3886. Provided below is a brief discussion of the project
intended to supplement the attached preconstruction notification (PCN) form.
Pre - Application Meetings
Sean Clark, PWS (SEPI), Chris Windley, PE, and Brian White, PE (McKim & Creed) met
with Mr. David Shaeffer of the USACE and Ms. Cherri Smith of NCDWR on September
19 and 23, 2014 respectively.
During the meeting with Mr. Shaeffer it was determined that the project would proceed using a
separate NWP 12 for each separate impact location. Proposed stream crossings would be
considered "bank stabilization" and not be considered permanent based on the proposed activity.
These stream impacts would therefore not require stream mitigation. Mitigation for impacts to
forested wetlands would be required.
During the September 23, 2014 meeting with Ms. Smith, it was discussed that this portion of the
CBWCSI had previously been approved along with the initial phase however only the initial phase
had been constructed. All mitigation requirements for the construction of the initial phase have
been met.
Project Summary and Purpose
CORPUD intends to construct Phase II of the CBWCSI which is proposed to extend from the
intersection of Atlantic Avenue and Hodges Street between Hodges Road and Crabtree Creek to the
north side of generation Drive in Raleigh, NC. The proposed project is meant to address two needs
within the Crabtree Basin. The first purpose is to address the needs for wet weather wastewater
capacity. The Crabtree Creek Basin has been identified by a Sanitary Sewer Capacity Study (SSCS),
conducted by CDM and Hazen and Sawyer, as an area in need of wet weather capacity
improvements. In order to maintain proper hydraulic capacity to convey wet weather flow during
severe weather events, improvements need to be made to the existing gravity interceptors and
siphons. The second purpose is to improve the wastewater capacity for future growth demands
placed upon the system. As the population is predicted to be approximately 783,000 by 2030, the
residential and commercial demands placed upon the system are expected to increase
necessitating the need for a higher wet weather wastewater capacity. The existing system lacks the
capacity to fulfill the needs of the predicted population growth of 2030. The completion of this

project will greatly decrease the potential for overflow spills that would likely result from higher use
demands.
Protect History
A request to permit both Phase I and 11 was submitted to the Corps and NCDWR (formerly
DWQ) in June 2011. The NCDWR issued the final approval on August 11, 2011 (DWQ
Project #11- 0567). The USACE approved Phase I (SAW- 2011 - 01748) but determined that
Phase II would require a separate application. Subsequently, USACE provided update
letters to SAW- 2011 -01748 on May 25 and September 20, 2012. The proposed impacts
associated with this application have not been previously approved by the USACE.
Proiect Impacts and Mitigation
Phase I of the CBWCSI is expected to contain temporary impacts to streams and wetlands.
In addition, there will be impacts to the Neuse Buffer. During the pre - application meeting
with Mr. David Shaffer on September 19, 2014 stream bank stabilization and required
mitigation was discussed. During the meeting it was agreed that it will not be considered a
permanent impact since the riprap will not be placed in the stream bed. As a result,
mitigation is not proposed for bank stabilization activities. Mitigation is proposed for the
0.13 acre wetland impacts to a forested /emergent wetland area (wetland area 2).
Likewise, buffer mitigation is proposed for all parallel Zone 1 impacts not currently within
existing maintained easement (See attached tables). Stream banks will be stabilized upon
completion of each crossing. Likewise, wetland areas will be reseeded upon completion of
each wetland crossing using a wetland seed mix.
Avoidance and Minimization
The proposed gravity interceptor has been designed at elevations deep enough to avoid
inverted siphons at creek crossings along the proposed alignment. The existing
interceptors currently utilize invert siphons to cross beneath Crabtree Creek and major
tributaries because the gravity pipe is not deep enough to cross the creek on constant
grade without being aerial across the creeks. The proposed interceptor design will
eliminate the need for at least nine inverted siphons that would be required if the
interceptor was designed at the same grade as the lower of the two existing interceptors.
In addition to the avoidance and minimization incorporated into the project design, a
wetland determination was conducted during the development of the preliminary project
design. Avoidance of all impacts to waters of the US was not practicable. Based on the
jurisdictional determination along with design considerations and other environmental
considerations, the project alignment was selected to minimize impacts to waters of the
US to the extent practicable.
The City of Raleigh's (City) required minimum permanent easement width for a 54" gravity
sewer interceptor is 60 feet. The permanent sanitary sewer easement for the Crabtree
Basin project varies along the existing alignment but typically the sanitary sewer easement
boundary is set 30 feet from the center line of the proposed interceptor unless an existing
permanent sanitary sewer easement is closer. In that case, the new permanent sewer
easement adjoins the existing easement. The intent is to provide the City approximately
30 feet of permanent sewer easement on each side of the proposed interceptor for a total
width of 60 feet to allow for construction of the interceptor at the proposed installation
depth. The width also allows for future maintenance and repair activities, if required. Due
to proposed parallel construction to the existing interceptor, much of the existing sanitary
2

sewer easement is being used for the new interceptor, thereby reducing the amount of
new impacts and required permanent easement.
If you have any questions, please call me at (919) 573 -9931.
Sincerely,
SEPI Engineering & Construction
Sllu_ __;'
Sean Clark
Environmental Division Manager
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Form
DWR (DWQ) Buffer Letter (NBRRO #10 -217) and clarification email
Mitigation Bank Acceptance Letters - EBX
Wetland Impact Table
Stream Impact Table
Riparian Buffer Impact Table
USGS Topographic Quad Map
Wake County Soil Survey Map
Overall Impact Map /Impact Map Details
Check for $570 Application Fee to DWR

O�O'� W A T �'9
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 12
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
®Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification.
❑ Yes ® No
For the record only
❑ Yes
for Corps Permit:
® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Crabtree Basin Wastewater System Conveyance Improvements (Phase II)
2b.
County:
Wake County
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Raleigh, Public Utilities Department (CORPUD)
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Eileen M. Navarrete ' l�
t
3d.
Street address:
1 Exchange Plaza, Suite 620
2014
3e.
City, state, zip:
Raleigh, NC 27602
3f.
Telephone no.:
919- 996 -4540
W�TERRESDIING
3g.
Fax no.:
N/A
40i 6
3h.
Email address:
Eileen.Navarretegraleijzhnc.vov
Page 1 of 12
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify City of Raleigh Municipal Project,Admmistrator
4b
Name
Eileen,M Navarrete
4c
Business name
(if applicable)
City`of Raleigh, Public Utilities Department
4d
Street,address
1 Exchange Plaza, Suite 620
4e
City, state, zip
Raleigh, NC 27602, -
4f
Telephone no
919- 996 -4540
4g
Fax no
'N /A
4h
Email address
Eileen:Navarretegraleighgg.gov
5:,
Agent/Consultant Information (if applicable).
5a
Name
Sean Clark
5b
Business name
(if applicable)
SEPI Engineering & Construction
5c
Street address
1025 Wade Ave
5d
City, state, zip
Raleigh „NC 27606
5e
Telephone no
919 - 573 -9931
F5
Fax no
919 - 789 -9591
5g
Email address
sclark @sepiengineering com
4141:4!j � tfln
Page 2 of 12

B. ,Project Information and Prior Project History
1. `Property Identification _
1a Property`identification no (tax PIN or parcel ID)
1 b Site coordinates (in decimal degrees)
(Start) Latitude 35 8133 Longitude -7 1 8,6184
(End) 358379, -786628
1c Propertys¢e
—90 acres, (within project area- 100 ft corridor)
2. Surface Waters
2a Name' of nearest body of water to proposed project
Crabtree Creek
2b Water,Quatity °Classification of nearest'receiving;water
C,NSW
2c River basin
Neuse River,Basin ,(HUC, 03020201)
3. Pro ject•Description _
3a Describe the existing conditions on the site and the general land, use in the vicinity of °the project at the time of this
application
The project corridor is primarily within the Raleigh Beltlme and extends.within and adjacent to existing roadway, green way
and utility easements of Crabtree Creek The majority ofthe corridor i& immediately adjacent to existing development with
the, inibal eastern section of the corridor being with,in'industnal,and commercial and the majority of the centraliand western
portion of the corndor,being within residential communities Due, to the proposed corridor being within or. immediately
adfacent'to existing, corridors,, much of the proposed corridor is pavement (i a `roadway) or herbaceous coven(i e, existing
utility corridors), with the remaining areas beirig wooded,
3b,, List the total estimated acreage of all existing wetlands on the property + / - 0 28 acres-within final easement,
(approximately 5 acres within the initially evaluated corridor)
3c, List the total estimated linear feet of all existing streams (intermittent and perennial) on -the property +/- 1,000 LF, does not
include Crabtree Creek which runs parallel to the corridor in several locations
3d Explain the purpose of the proposed project
The proposed project is meant to,address two needs�withinrthe Crabtree Basin •T,he•first,purpose is to address the`need's
for wet weather wastewater capacity The Crabtree Creek, Basin has'been �identifed'by a Sanitary Sewer 'GapacityStudy
(SSCS), conducted, by CDM,and,Hazen and Sawyer, a& an area in need, of wet weather•capacity improvements In,order
to maintain proper hydraulic capacity to convey, wet weather flow during severe weather events, improvements need to, be
Made to the existing gravity,mterceptors and siphons
The second purpose is to improve the wastewater capacity for future growth demands placed_ upon'the system. As the
population is predicted to be approximately 783,000 by 2030, the residential and commercial demands placed upon the
system are expected to increase dramatically, necessitating the need for a higher wet weather wastewater capacity The
existing system lacks the capacity to fulfill the needs of the predicted population growth of 2030 The completion of this
project will greaatly decrease the potential for overflow spills that would likely result
,3e, Descnbe'the overall project in detail„ including the type of equipmentto be used
The' Construction, of the sewer line will entail the use,of track fioe,, front-end loader, seed broadcaster Pipe shall be
installed across streams by open cut Restoration of stream bottom and emb'ankmentsishall be done immediately
'following pipe installation In locations where °the typical open cut installation is =t possible (e'g beneath active railroad
lines and highways) micro - tunneling will be used to extend the pipe At wetland and stream crossing locations, the
general and regional conditions of NWP 12'and GC 3884 will,be met Upon completion of pipe installation within wetland
areas a wetland seed mix will be used to revegetate the impacted,areas
Page 3 of`12
PCN Form =Version 1 4 January,2009

B. Projpcti Information and :Prior Project History
4., Jurisdictional Determinations
® Yes ❑ No, ❑ Unknown
4a Have jurisdictional wetland or stream determinations by the
Comments Site visit with Martin Richmond' (NCDWQ) on
Corps or State been requested or obtained for this property /
November 19, 2010, JD package submitted to Corps of
project (including all prior, phases) in the pasty
Engineers (Jamie Shern) in December 2010
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ®'Final
of °determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company SEPI Engineering &
Name (if known) , Phillip Todd, Ira Poplar- Jeffers, Phil Beach,
Construction
Anna Reusche, Chris Flowers
Other,
4d If yes,,list the'dates of ',the Corps jurisdictional determinations or State determinations and attach documentation
NCDWQ Buffer field review with Phil Beach and Chris Flowers, 2010 -11 -19 and 22 Buffer Determination letter attached
S. Project'History
5a, Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b- IfIyes, explain in detail according to'help file", instructions
A request for 404/401 permit.certification was requested for this portion of, the project in 2011 The NCDWR•(formerly
NCDWQ) issued the.final approval on August 11, 2011 (DWQ Proiect1#11, -0567) The USACE determined that a separate
application would be, required for thisphase, so the, impacts,associated with,Phase II were removed from,the permit
request to,the USACE,and have not'been previously, approved
6. Future Project Plans
6a- Is,fhis, a phased project?
® Yes ❑ No
6b 'If Yes, explain '
The CORPUD previously constructed Phase] (from the pump station at US 64 Bypass /1440 interchange) to* US, 1
(Capital Blvd) Phase II (from US 1 to near north of 1 -440 crossing of Crabtree Creek near Crabtree Valley Mall) will
commence upon approval An additional phase extending from the northwestern end point of Phase 2 to a point,
,,approximately 1 mile upstream from Crabtree Valley Mall
Page 4 of 12

C. Proposed Impacts Inventory
1. impacts Summary
1a, Whlch sections were completed ibelow,for your project (check lall'that apply)
®,Wetlands MZtfeams — tributaries, ®'Buffers ❑ Open Waters ❑ Pdhd,Construction,
2. Wetland Impacts,
If there are wetland irnpacts proposed on the site „then complete this question for, each, wetland,area,impacted-
-
- -
�2a
2b
26
2d
2e
'2f
Wetland impact
'Type of +jurisdiction
-number
Type.of impact
Type ofwetland
Forested'
Corps (404, 10) -or
Are&ofimpact
Permanent4(P),or
(if known)
DWO 00rf, other,),
(acres)
Tem &a ` , T.
Type In, (other)
Choose one
!No
Corps
2g. Total Vvetlatfd impacts
0 28*
2h ,Comments, See attached sheet "WETLAND PERMIT IMPACT SUMMARY,(pFIASE' II)`' for "wetland table
*Only Wetland, Feature 2 exceeds 0 1,0 thresholdy,for mitigation per the Final 2012 Corps, NWP 12 Issuance
3. Stream Impacts
If there are perennial or mtermittentastream impacts,(including,temporary impacts) proposed;on the site, then completathis
question for all stream sites impacted
3a
-3b
3c
3d
3'e
3f
3g
Stream impact.
Type of impact,
`Stream name
Perennial
'Type ofriumsdiction
Average stream
Impact
number
(PER) Nor
'width,
length
Permanent (P) or
intermitte
(feet),
(linear
Temporary (T),
pt (INT)?
feet)'
Choose one;
'Type In,(other)
Choose
one
-
`3h Total strea ,and
tributary impacts
86iF
3i ,Comrnehis_ See attached'sheet`,STREAM'PERMIT IMPACT SUMMARY,(PHASE_'ll) ",for stream la"61e, Temporary impacts
are_requir_ed1,to stabilize the banks utilizing open,cut , Riprap °will be keyed in and "not placed below the OHWM_
,4. Open Water impacts
If there¢are proposed impacts to lakes, ponds, estuaries, tr&tanes, souhds, the - Atlantic Ocean, ,or any other open water of
,tlie, US' then, individuafl ,li`st; alf open water impacts below,
4a, '4b
4c
4d,
4e
Open�water
Name of
impact number—
waterbody,
Type oflimpact
Waterbody type
Area of°impact`(acres)
Permanent,(P or
(if applicable)
Tem ora T
Choose one
Choose One;
Choose
_
4f. Total open water impacts
0
4g Comments- There,are no'open waters within the, project boundaries
Page'5 ,of' 1�2,
PCN Form — Version 1-4 January -2009

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
Pond ID
number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
Choose One
P2
Choose One
5f. Total
0
0
0
0
0
0
0
5g Comments This project does not propose Pond or Lake construction
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres) -
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact,a' protected riparian buffer„ then complete the chart below If yes, then individually list all buffer impacts
,below Ifany impacts require mitigation, then you MUST fill out Section D of this form
6a.P,roject is in which protected basin?
® Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer,impact
number —
Permanent (P)' or
Temporary T
6c
Reason
for,
im act
6d
Stream name
6e
Buffer, mitigation required?
6f
Zone 1 impact
(square feet)
6g
Zone 2 impact
(square feet)
B1 Choose one'
Yes /,No
6h Total buffer impacts,
10
0
6i Comments' See attached sheet "NEUSE RIPARIAN BUFFER IMPACTs,SUMMARY (PHASE II)° for,buffer table
Page 6 of 12

D.
Impact Justification, and Mitigation
1.
Avoidance and Minimization
la
Specifically describe measures taken,to avoid or minimize the proposed impacts in designing protect
Project,design'mcluded utilizing elevations deep enough to avoid inverted siphons at creek crossings along th6proposed;
alignment The existing interceptor s °currently utilize invert siphons,to,cross beneath Crabtree Creek and mator`tributaries
because the gravity pipe is not deep enough to cross the creek on constant grade without being aerial' across the creeks
'Th'e proposed interceptordesign will eliminate the need for at'least nine inverted siphons that would be required if the
interceptor was designed at the same grade as the lower of the two existing interceptors In addition, a wetland
determination was conducted during the development of, the preliminary protect design, Avoidance of "all impacts to
waters of the US was, not practicable A wider corridor ( +/- 300 feet) was evaluated than was selected In an effort to
mirnmize,and avoid impacts, wetlands and streams were considered when determining the,final corridor Based onthe
turi'sdictional,determination along with design considerations. and other environmental considerations, the, project
alignment,was,,determined'to minimize impactsto waters ofthe US to`the extent practicable Other components
incorporated into the protect design included parallel construction of`the sewer line The City of Raleigh's (City) required
minimum permanent easement width for a 54" gravity sewer 'interceptor is 60 feet The permanent sanitary sewer
easement for the Crabtree Basin protect varies along the existing alignment but typically the sanitary, sewer easement
boundary is set 30 feet from the center line of'the proposed interceptor unless an existing permanent sanitary sewer
easement is closer In that case in an effort to minimize impacts,and overall disturbance, the new permanent sewer
easement,adtoin s the existing easement The intent is to provide the City approximately 30 feet of permanent sewer
,easement,on each side ofthe proposed interceptor in order to meet'the required width of 60 feet wh=ich allows for'
constructiowof the interceptor at`the proposed installationydepth The,width also allows for °future mai'ntenance,and repair,
activities, if reg6red Due to proposed parallel construction to the exi'sting'interceptor, much of the existing sanitary sewer
easement is being used for the; new interceptor, thereby reducing the amount of new impacts and required "permanent
easement Stream crossings will be,stabilized upon completion of each crossing Likewise, wetland areas will be
reseeded upon completion of each wetland crossing�using a wetland seed mix General and regional conditions of NWP`
12 will be met as well as those�conditions set forth in GC'3884 `Directional drilling fortunsdictional crossings was cost
prohibitive
1 b
Specifically,descnbe measures`taken to avoid or minimize the proposed impacts through,constructi=techniques
Creek banks will be stabilized with temporary straw with net liner and /or n'p -rap as required by NCDENR Land-Quality
Section guidelines based on velocity and sheer stress , Rip -rap along stream banks will be recessed into the bank so that
the face of the rip -rap alignments with the existing undisturbed bank on either side of the construction limits The rip -rap
will also be "keyed -in" at the bottom of the slope to ensure stability and effectiveness Wood mat bridges will'be�used to
allow construction traffic,to cross at creek crossings to avoid impact to the creek bottoms,and banks Anti -seep collars
are designed at every wetland crossing and at some of,the Crabtree Creek crossings to'prevent surface and ground
Water from leaching into the,soil and following the pipe =surface, resulting in drainage,of the wetland or creek Double rows
of high- hazard silt'fence will be used at stream and wetland crossing along the top of banks at streams and,ed'ge of
excavation at,wetlands,to prevent sediment from contaminating downstream waters and /or adtacent'weU3nds Disturbed
wetland areas will be restored such that the post - construction contours equal the pre - construction ground contours At
wetland and stream crossing locations, the general and regional conditions of NWP 12 and GC 3884 will be met Upon
completion of pipe installation within wetland areas a'wetland seed mix,will be used to revegetate the impacted areas
2:
Compensatory Mitigation for Impacts to Waters of the U.S. orWaters of "the State,
® Yes ❑ No
" *Only the impact associated with Wetland Feature 2
2a
Does the protect require Compensatory Mitigation for
exceeds 0 10 threshold for mitigation outlined within the Final
impacts to Waters of the U S orrWaters of the State?
2012 Corps NWP 12 conditions A 2 1 -mitigation rate is
proposed which will total 0 26`acre of mitigation
2b
If yes, mitigation is required by (check all that apply)
® DWQ ® Corps
Page 7 of 12

2c If yes, which mitigation option will be used for this
project?
Z Mitigation bank
El Payment'to m= lieu`fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name,of Mitigation Bank Forrest Creek�Miti'gationBarik -EBX
3b Credits Purchased (attach receipt and letter)
Type Stream
Quantity OT00lf
Type Riparian
'wetland
Quantity 0 f13 acres
Type Riparian
buffer
Quantity 67,710 sq ft
3c Comments Nos" "tom r mmitigat orris proposed due�to the�finalimpact'srbeing consid "e'red "bank tabs it zation'(i�e ;, nprap not
being placed�iriKthe"�streambedt'6 dAhe nprap1pl'acetl on the1bank w Il be key��d)mj ��
4. Complete'if Making a,Payment,to In -lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
Choose one
4d Buffer mitigation requested.(DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non =ri anan wetland mitigation, requested,
acres
4g Coastal (tidal) wetland mitigation requested,
acres
4h Comments
S. Complete.if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plari
Page 8 of 12,

6. Buffer Mitigation (State Regulated Riparian Buff_ er°Rules) — required by DW,Q
6a Will the project resdlt',in an,,impact- within a protected riparian buffer that,requires-
® Yes [-]'No
buffer mitigation? -
6b If yes, then identify the square feet of impact to each zone,of the riparian buffer °that requires mitigation Calculate,the
amount of'mitigation required See-attached sheet "NEUSE RIPARIAN ,BUFFER IMPACT SUMMARY (PHASE 'II) "'for
buffer table
6c
6d
6e
Zone
Reason ,for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone,1
Sewer line easement
22,570
3 (2 for Catawba)
67,710
Zone 2•
V-5
6f ,Total buffer mitigation required: „
67,710
6g If buffer mitigation is required, discuss,what type of mitigation is proposed (e g , payment'to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee,fdnd)
ForrestCreek Mitigatio'n�Bank= EBX
6h Comments Buffer mitigation is required for new zone 1 parallel impacts
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the projectinclude or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Comments The proposed project does not include any direct discharges,to a _
❑ Yes, ® No
protected riparian buffer, therefore, no diffuse flow plan is provided
2.
r
Stormwater Management Plan
2a
What is th&overall percent imperviousness of this project?
0%
2b
Does this project require,a Stormwater Management,Plan?
❑ Yes S�No
2c
If'this project DOES NOT require a Stormwater Management Plan, explain why Completion of this project will not
increase the overall impervious (i a this project will be pervious)
2d
If this project DOES require a Stormwater IManagement Plan; then provide a brief, narrative description of. the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local'Government Stormwater Review
-
3a
In which local `government's jurisdiction is this project?
Raleigh
® Phase II
® NSW
3b
Which of the following locally - implemented stormwater management programs
El
apply (check all that apply)
E:1 ❑ Water Supply Watershed
❑ Other -
-3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
Ab
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes [:1 No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary'Inforrnation
1.
Environmental Documentation (D.WQ Requirement)
1a
Does the project involve�an expenditure, of'public,(federal /state /local) funds,or the
® Yes
❑ No
use,of public (federal /state) land
1b
If °you answered' "yes' °to the above, does the project require preparation of -an
environmental,document,pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the ,document review been,finalized by the
State Clearing House? (If'so, attach a copy of,the NEPA or SEPA final approval
El
❑ No
letter)
Comments
2.
Violations (DWQ Requirement)
2a
Is the site,in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC,2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project,(based on past;and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered, "yes' to the above, submit a qualitative or quantitative,cumulative impact analysis in accordance'with the
most recent DWQ policy If�you answered "'no," provide a short narrative,descrnption
4.
Sewage Disposal (DWQ Requirement)
4a, Clearly detail,the,ultimate treatmerit,methods and, disposition (non - discharge or discharge)' dvwastewater generated from;,
the proposed project, or available capacity of the subject,facihty,
Thi's project.will not generate-wastewater
Page 11 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c.
If yes, indicate the USFWS Field Office you have contacted.
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program's GIS Natural Heritage Element Occurrence layers (NCGIC 2013) were queried at a 1 mile
radius from the project corridor for federally listed species on October 7, 2014. No occurences were found.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
61b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.).
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
The SHPOWEB GIS Service Website was reviewed on October 1, 2014. No verified historic properties or property
boundaries have been found to be located on or adjacent to the project site from either the online GIS Mapping
Application, the complete spreadsheet from 1966 -2012, or with a search of the National Register 2013 Weekly Lists.
8.
Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b.
If yes, explain how project meets FEMA requirements: All impact areas will be returned to original grade.
8c.
What source(s) did you use to make the floodplain determination? http:// floodmaps .nc.gov /fmis /Map.aspx ?FIPS =183 (NC
FEMA Flood Insurance Rate Map Panels)
Sean Clark
10/08/2014
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12

AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Municipal
Official
Name:
City of Raleigh (Public Utilities Department)
Address: One Exchange Plaza, Suite 620
Phone:
Raleigh, NC 27602
919- 996 -4540
Project Name /Description:
SEPI Project # EN14.022
Crabtree Basin WW System Conveyance Improvements
Date: September 17, 2014
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: David Shaeffer
Field Office: Raleigh
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize
SEPI Engineering & Construction, Inc to act in my behalf as my agent in the
processing of permit applications, to furnish upon request supplemental
information in support of applications, etc. from this day forward. The
171h _day of September, 2014
This notification supersedes any previous correspondence concerning the
agent for this project.
Notice: This authorization, for liability and professional courtesy
reasons, is valid only for government officials to enter the property
when accompanied by SEPI staff. You should call SEPI to arrange a
prior to visiting the site.
BY:
Eileen M. Navarrete
Print Name of Landowner or
Municipal Official's Name
BY:
Signature of L ndowner or
Municipal Official's Name

A �
N DEAR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 17, 2011
Philip Beach
SEPI Engineering and Construction
1025 Wade Avenue
Raleigh, NC 27605
Dee Freeman
Secretary
NB /IPRRO# 10 -217
Wake County
BASIN:
® Neuse (15A NCAC 2B .0233) El Tar-Pamlico (15A NCAC 2B.0259)
® Ephemeral /Intermittent/Perennial Determination [] Isolated Wetland Determination
Project Name: Crabtree Wastewater Improvement Project
Location/Directions: Project is a non - electric utility improvement/installation of wastewater
collection system along Crabtree Creek corridor in City of Raleigh
Subject Stream: UT's to and Crabtree Creek
Date of Determination: November 19 and 22, 2010 and January 27, 2011
Feature
E /1 /P*
Not
Subject
Subject
Start(a,
Stop@
Stream
Form Pts.
Soil
Survey
USGS
To o
2
P
X
N
Throughout
3
E
X
X
4
E
North Carolina Division of Water Quality
Raleigh Regional Office Surface Water Protection
Phone [phone]
Customer Service
Internet. www.ncwaterquality.org
1628 Mail Service Center Raleigh, NC 27699 -1628
FAX [phone]
5
1
X
Throughout
X
W44
E
X
X
100
P
X
Throughout
X
58
E
X
58.5
E
7
P
X
Throughout
X
X
8
P
X
Throughout
X
X
W9
E
X
Throughout
50
1
DWQ Fla
11
P
X
Throughout
X
X
12
P
X
Throughout
X
51
E
X
46
E
X
99
P
X
Throughout
X
X
15
E
X
47
E
X
16
P
X
Throughout
X
An Equal Opportunity,'Affirrnative Action Employer — 50°16 Recycled /10% Post Consumer Paper
N
hCarolina
tura!!ff
North Carolina Division of Water Quality
Raleigh Regional Office Surface Water Protection
Phone [phone]
Customer Service
Internet. www.ncwaterquality.org
1628 Mail Service Center Raleigh, NC 27699 -1628
FAX [phone]
1- 877 - 623 -6748
An Equal Opportunity,'Affirrnative Action Employer — 50°16 Recycled /10% Post Consumer Paper

Crabtree Wastewater Improvement Project
Wake County
March 17, 2011
Page 2 of 3
Feature
E /i /P*
Not
Subject
Subject
Start@
Stop(a)
Stream
Form Pts.
Soil
Survey
USGS
Topo
17
E
X
18
1
X
Throughout
X
20
P
X
Throughout
X
23
P
X
Throughout
X
X
21
E
X
48
E
22
P
X
Throughout
X
52
E
X
24
E
X
31
P
X
Throughout
X
25
P
X
Throughout
X
X
*E/UP = Ephemeral /Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and /or to the Division of Water Quality.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWQ or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Ian McMillan, DWQ Wetlands /401 Unit, 1650 Mail Service
Center, Raleigh NC 27699 -1650.
If you dispute the Director's determination you may file a petition for an administrative hearing. You must file the
petition with the Office of Administrative Hearings within sixty (60) days of the receipt of this notice of decision. A
petition is considered filed when it is received in the Office of Administrative Hearings during normal office hours.
The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 am and 5:00
pm, except for official state holidays. To request a hearing, send the original and one (1) copy of the petition to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699 -6714. The petition may also be
faxed to the attention of the Office of Administrative Hearings at (919) 733 -3478, provided the original and one (1)
copy of the document is received by the Office of Administrative Hearings within five (5) days following the date of
the fax transmission. A copy of the petition must also be served to the Department of Natural Resources, c/o Mary
Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699 -1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Quality (including any other Local, State, and Federal
Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This
project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Quality (Central Office) at (919)- 807 -6301, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919)-544 -4884.

Crabtree Wastewater improvement Project
Wake County
March 17, 2011
Page 3 of 3
Respectfully,
Martin Ric and
Environm tat Specialist
cc: Wetlands/ Stormwater Branch, 1650 Mail Service Center, Raleigh NC 27699 -1650
RRO /SWP File Copy

.:.
From: $Qn�
To: Phd�p Beach
Subject: RE crabtree wastewater improvement project
Date: Tuesday, March 22, 20115 32 31 PM
Phil, good eye. I will revise and send the hard cop ies °tomorrow. This was,a typo on my behalf, it
was listed in your original table, and I certainly remember this feature...
Martin
p.s. I'll ,send a revised letter via, email, maps will be 'in the hard copy
From: Phil Beach [ mai Ito: [e-mail]]
Sent: Tuesday, March 22, 2011 1:59 PM
To: Richmond, Martin
Cc: Phillip Todd
Subject: RE: crabtree wastewater improvement project
Martin,
I apologize for taking so long to get back with you You may have already sent the letter out 'I did
review your letter and noticed that there was one drainage that was omitted from the buffer letter
(Drainage S -14 Perennial) It does not appear to be on the soils map, but you can take a look I have
attached an aerial and soils map as well as the drainage table from my original request
Thanks,
Phil
Philip Beach
Project Scientist
1025 Wade Avenue
Raleigh, NC 27605
Phone: [phone]
Direct: (919) 573 -9936
Fax: [phone]
Confidentiality Notice: This message is intended only for the, designated recipient(s). It may contain
confidential or proprietary information and may be'subject to the attorney - client privilege or other
confidentiality protections. If you are not a designated recipient, you may not review, copy or
distribute this message. If you receive this in error, please notify the sender by reply e-mail and
delete this message. Thank you.
From: Richmond, Martin [mai Ito: martin. rich mond @ncdenr.gov]
Sent: Thursday, March 17, 2011 5:01 PM
To: Phil Beach; Phillip Todd
Subject: ,crabtree,wastewater improvement project
Hey guys — I've got this letter drafted for you ... as always, I apologize for any delays.
Review this and make sure I've accounted for all. The letter °is done in the order the streams were
encountered, moving downstream, which followed my4eld notes so,the numbers seem out of
order on the letter but I believe they match the field layouts, as much as °they can in a very

impacted area.
I'm attaching a draft of the letter only, no maps ... they will be included in the main packet One of
the soil maps was missing (matchline K to L), this was the map with s19 arnd,s20. I'was able to copy
a,portion of the•soil survey and wilkinclude this with the maps: Also, the�last Topo map did not
depict s31, I believe this feature is simply cut off, at,the bottom of the page, however wis depicted
on the soil.survey I think Check this matchline N to O, the feature should be right about the word
"Wake" in Wake County Soil Maps I'labeled this s31 with a sharpie, but check this and make,sure
I've got this night...
Letter goes out in Monday's mail, get back with me if yu can before then if you can
TKanks, Martin

Cedar Grove Stream Mitigation Bank Site
Neu -Con Umbrella Wetland Mitigation and Stream Restoration Bank
Statement of Availability October 8, 2014
NC Division of Water Quality
Ms. Katie Merritt
401 Oversight /Express Permitting Unit
1650 Mail,Service Center
'Raleigh, NC 27699 -1650
U.S. Army Corps of Engineers
Mr EricAlsmeyer
Regulator Project Manager
Raleigh Regulatory Field Office
3331 Heritage Trade Center „,Suite'105
Wake Forest, NC 27587
Re Project: Crabtree Basin Wastewater System Conveyance Improvements (Phase 2)
This document confirms that City of Raleigh: Public Utilities Department (Applicant) for the
Crabtree Basin Wastewater System Conveyance Improvements (Phase 2) has expressed an interest
to utilize 0.26 Riparian /Riverine Wetland Mitigation Credits from EBX Sponsored Neu, -Con
Wetland and Stream Mitigation Bank (Cox II Site) located in the Neuse HUC 03020201., As the
Bank Sponsor for the site, EBX attests to the fact that mitigation is,available for transfer upon
permit'issuance at this,time.
Banker will notify applicant if the 0.26 Riparian /Riverine Wetland Mitigation Credits become
considered "At Risk” of not being available prior to permit issuance. Credits are not considered
secured until payment in full,is received from the applicant resulting in the issuance of a and
Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits, from the
bank and the Banker has accepted full responsibility for the mitigation obligation requiring the
credits /units.
The Banker will' fssuethe Affidavit of Sale within three (3;) days, of receipt of the,Purchase Price.
Banker shall provide Ito Applicant with a copy of the Affidavit,of Sale an-6a documented copy of
the debit of credits from the Bank Official Credit Ledger(s) showing the permit number,and the
resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official
Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 239 -872 -1678
Best Regards
Matthew R. Fisher
EBX
909 Capability Drive Suite 3100. Raleigh, NC 27606

Forrest Creek Riparian Buffer Mitigation Bank
Neuse ,'Buffer Umbrella�Bank
Upper Neuse Buffer- Nutrient Reduction Bank
Statement of - Availability October 8 „2014
NC Division of Water Quality' U.S. Army Corps of'Engineers
Ms Katie Merritt Mr Enc,Alsmeyer
401 Oversight /Express Permitting'Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Regulator Project Manager
Raleigh Regulatory'Field Office
3331 Heritage Trade Center „Suite 105
Wake Forest, NC 27587
Re Project: Crabtree Basin Wastewater System Conveyance Improvements (Phase 2)
This document confirms that City of Raleigh: Public Utilities Department (Applicant-) for the
Crabtree Basin Wastewater System Conveyance Improvements (Phase 2), has expressed an interest
to utilize 67,710 Square 'Feet of ,Riparian Buffer Mitigation Credits from either of the EBX
Neuse Riparian Buffer Umbrella Mitigation Bank (Rudolph Site and Arrington Bridge II sites)
Forrest Creek Riparian, Buffer Mitigation Bank, EBX Upper Neuse Riparian Buffer Umbrella Bank
(Ezell, Hatley, Cedar Grove sites) all located in the Neuse HUC 03020201. As the Bank Sponsor
for all sites, EBX attests to -the fact that mitigation is available for transfer upon permit issuance
at this time.
Banker will notify applicant 'if the 67,710 Square Feet of Riparian Buffer Mitigation become
considered "At Risk” of not being;available prior to permit issuance. Credits are not'consid'ered
secured until payment'in full is received from the applicant'resulting in the issuance of a and
Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits frcim the
bank and the Banker has accepted full responsibility for the mitigation obligation requiring the
credits /units.
The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price.
Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of
the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the
resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official
Credit Ledger will also be sent to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regards
mad& '4;�k____.
,Matthew R. Fisher
EBX
909 Capability'Drive Suite,3100 Raleigh, NC 27606`

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1. EACH RIP —RAP PLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF STABILIZATION STONE
ON A NON— BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP —RAP SHALL- IMMEDIATELY
FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO -A MINIMUM AND FORM A DENSE
WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF STONE OR
DRAINAGE FABRIC WHEN PLACING STONE: COST OF THE STONE BASE AND FABRIC SHALL BE
INCLUDED IN THE COST OF THE PLACING OF RIP —RAP.
2: RIP —'RAP CLASS AND DIMENSIONS OF RIP —RAP PLACEMENT SHALL BE AS SHOWN ON PLANS.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0
VERTICAL. FINISHED GRADES OF THE RIP —RAP IS TO BLEND WITH THE SURROUNDING AREA
SUCH THAT THE RIP —RAP- SURFACE ELEVATIONS MATCH THE EXISTING STREAM BANK AND
BOTTOM 'SURFACE ELEVATIONS WHERE THE .RIP —RAP MEETS THESE POINTS.
4. INSPECT RIP —RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER
SEVERE STORMS) AND WEED BRUSH GROWTH.
TOP OF`
BANK
VARIES
OTTOM
6" GRAVEL FILTER ON
FILTER FABRIC
1 5 T
MIN
THE DIAMETER OF THE' LARGEST STONE SHALL NOT EXCEED 1.5
TIMES THE SIZE OF THE RIP —RAP (i a 12" FOR 8" D50)
MINIMUM THICKNESS (T) SHALL BE AS SHOWN ON PLANS.
SWP -7 - RIP -RAP PLACEMENT DETAIL
N.T.S

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I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR ECORDATION DATES OF
SURVEY WERE PERFORM FR M 2010 TO AUGUST 2010
QC) - $ -18
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER AND STREAM IMPACTS
CRABTREE
CREEK
AREA 12
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SEAL
L -3759
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT)
1 0
1 0
1 0
0
TEMP (EX ESMT)
2882
1216
0
0
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2882
1216
0
- 0
ESMT = SEWER EASEMENT
AA m k
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III i iii III/ /"o"
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Sys
=
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L -3759
TEMP ZONE 2 IMPACT
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VW102- 05920040.drg
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CITY OF RALEIGH
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(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0,99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 150
v
vhT
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
C -0342
Internet Site http / /www mckimcreed com
WETLAND DELINEATION SURVEY
OF
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FOR
CITY OF RALEIGH
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # :
Z
�►»
y
®
LEGEND
TEMP ZONE 1 IMPACT
DRAWN BY :
(rte. �� '
{1
TEMP ZONE 2 IMPACT
N �5- 1
VW102- 05920040.drg
COR
CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET
R/W
RIGHT OF WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
W
WETLAND FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
S
STREAM FLAG
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET
®
SANITARY SEWER
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0,99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 150
v
vhT
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
C -0342
Internet Site http / /www mckimcreed com
WETLAND DELINEATION SURVEY
OF
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FOR
CITY OF RALEIGH
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # :
00592 -0040
PROD. SVYR :
RLL
DRAWN BY :
RLL
FIELD BK.
COMP. FILE :
VW102- 05920040.drg
SHEET # :
1 OF 1
DWG. # - R 1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SUR Y RE PE RMED ROM JUNE 2010 TO AUGUST 2010
7 -Fr -/IV
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 13
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
"9
p 4
SO FT
SO FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP. ESMT)
0
0
O__
VA1 -7
TEMP (EX. ESMT)
7700
3910
0
0
TEMP. TOTAL
7700
3910
0
0
ESMT. = SEWER EASEMENT
I%
11
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PROJECT # : 00592 -0040
OF
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100' 150'
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111 -35
751233.16
211232292
EXISTING
EASEMENT
LEGEND
_
® TEMP ZONE 1 IMPACT
`
TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
COR CITY OF RALEIGH
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
R/W RIGHT OF WAY
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
W WETLAND FLAG
NCGS MONUMENT, 'WYAT r' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
S STREAM FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
0 SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1"
=50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
- -
-5 -
_
`0 25
100' 150'
.
WETLAND DELINEATION SURVEY
PROJECT # : 00592 -0040
OF
PDRELD
BY : RILL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK.
COMP. FILE : W02- 0592D040.drg
1730 Varsity Drive, Suite 500
FOR
SHEET $ : 1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax: [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http //wwwmckimcreed.com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # : R.1.1 2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SUT., RE Z� ROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 13
ZONE 1
(PARALLEL)
(
ZONE 2
(PARALLEL)
)
STREAM
IMPACT
COR
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP ESMT)
0
0
0
0
TEMP.(EX. ESMT.)
7700
3910
0
0
TEMP.(TOTAL)
7700
3910
0
0
ESMT. = SEWER EASEMENT
Ili 0
O
/ i�0 0 O ,
Onp-
-U o
o2
PROPOSED
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ALIGNMENT
EXHIBIT 25
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SEWER —
EXISTING iEASEMENT
AREA SEWER
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— — ` PROPERTY UNE
MQ7M-
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
EXISTING
EASEMENT
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR -
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
10 25 50 100 150
LEGEND
®
TEMP ZONE 1 IMPACT
3T
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
®
SANITARY SEWER
COMP. FILE :
SHEET
MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR -
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
10 25 50 100 150
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1" = 50'
R.1 1.
Internet Site http / /www mckimcreed.com RALEIGH TOWNSHIP __WAKE COUNTY --NORTH CAROLINA DWG._ f 2050
WETLAND DELINEATION SURVEY
PROJECT
'PROJ.
00592 -0040
OF
SVYR :
'
RLL
RU.
`J
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
Fl� Bill :
1730 Varsity rive, Suite 500
Y
FOR
COMP. FILE :
SHEET
VW102- 0592004Qdrg
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1" = 50'
R.1 1.
Internet Site http / /www mckimcreed.com RALEIGH TOWNSHIP __WAKE COUNTY --NORTH CAROLINA DWG._ f 2050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURV E 707FRIOM JUNE 2010 TO AUGUST 2010
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 14
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT)
0
1745
0
0
TEMP.(EX ESMT)
1304
1102
0
0
TEMP.(TOTAL)
1304
2847
0
0
EXHIBIT 26
CAR
a2 ,y
SEAL
'• "gp�Wnun..
1
ESMT = SEWER EASEMENT \
�i
J �
r
M #7
�p _ QROoOSE PROPOSED-
SEWER, PERMANENT
-- -- -- —E--- T-
RKING ASPHALT (l/ [VH
IRKING LOT �
_ J
rr- - o%E
{'1,1P1t
•_SCR B -
_
SITE N�o�ES ST
W
T N'
- r+i
�O
W VICINITY MAP
z (NOT TO SCALI
1` t
i
o �!j
1ffpf- ��ij7ff /ffvff3l
ASPHALT
PARKING'LOT
--
MH #74 -
LIMITS OF R '
NR�BANCE _ 1 •fi Y
SANITARY 0 — — — — — ' - BitNr, COR� AREA I4� LICRO;�-TUNNEL\—� SEWER SEWER STING MICRO- TUNNEL
OR
� _ � .-.� EASEMENT r r — � MITS OF PIPE RAM PROPERTY PIPE RAM
AREA 14 _ DISTURBANCE LINE
r � _
r r �
r r r r
1
_ r r
r r r r
_ LEGEND
_ r ® TEMP ZONE 1 IMPACT
Cs TEMP ZONE 2 IMPACT
NQTM- COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET. R/W RIGHT OF WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED W WETLAND FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN S STREAM FLAG
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET SANITARY SEWER
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE MANHOLE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE- 1" =50'----
LOCALIZATION WAS 0.99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS - -- -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25, 50 100 150
♦ WETLAND DELINEATION SURVEY PROJECT 00592 -0040
OF PROD. SVYR RLL
V }J� CRABTREE CREEK SANITARY SEWER INTERCEPTOR °i� BKY : RLL
I FILE 1730 Varsity Drive, Suite 500 FOR COMP. SHEET VWI1 OF Z0040drg
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 18, 2010 SCALE: 1" = 50'
Internet Site http: / /www mckimcreed cam RALEIGH TOWNSHIP WAKE COUNTY__ NORTH - CAROUNA DWG. R 11.2050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS EXHIBIT 27 'REF �RFEk
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE TO
47-30, AND `ISENOT I INTENDED FOR RECORDATION NDATES OFG S SITE HOOGfS ST
SURVEY YIERE P FOR FROM JUNE 2010 TO AUGUST 2010.
ci
ROBIN L. LEE, PLS L -3759 DATE Ci,,, m
NEUSE RIVER BUFFER
AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 15
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT.)
1 0
1 0
1 0
0 _
TEMP (EX ESMT)
1484
1002
0
0
TEMP (TOTAL)
1484
1002
0
1 0
ESMT = SEWER EASEMENT
A
/
f
q0�j2 Z MCNEIL- 'ST u1
S E AL y' �90 0 O'
L -3759 _ J
�9yo suR�`�y °��C. J o VICINITY MAP
,,,'ppe N ����,•�`'� \ Z (NOT TO 'S_ CALE)
\\ V
\ i• °w1:�m+Q HODGES
t�5 STREET
ASPHALT
+ PARKING LOT'
UMITSZOF
\ 0 - \ DISTURBANCE
t \ PROP
% , PERMANENT'
' EASEMENT
KING 1' \- , iw-
PROPOSE
SEWER
t7 G' 'Al tGNMEN 10N�
1 D 11iQV 1�IE PR P N \ \
PERMANENT �.
EASEMENT W \ �, �'' M #75A- �� 1
TING �1LEE �I
SEWER "
_ PR STING- �. t 1'i' EASEMENT /
AREA 15 / I
STING / I
-�/ ITARY /
STING
_POWER 1
EASEMENT
_ ICRO- TUNNEL, 1
OR
PIPE RAM ;
_ dC1 / AREA 15 1
ISTING CDR w
J ,r
/ / 'I,�+' EASEMENT
XISTING
SANITARY
SEWER r
it
o,.
1 7r,__ 1 1
1 LEGEND
1 ® TEMP ZONE 1 IMPACT
TEMP. ZONE 2 IMPACT ,
rNO
COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET RAW RIGHT OF WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED W WETLAND FLAG
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN S STREAM FLAG
NCGS (NAD 830 NSRS 07) YTH COORDINATES OF N 748754 69
DERIVED BY 2113904 26
REFERENCE ® MANHOLLE SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS 4 ,
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1 =50
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS. - —
0 25 50 100 150
. WETLAND DELINEATION SURVEY PROJECT f : 00592 -0040
OF 'PROJ. SVYR RLL
`, CRABTREE CREEK SANITARY SEWER INTERCEPTOR °Fl� KY : RLL
. FILE
1730 Varsity Drive, Suite 500 FOR CO SHEET f VWI OF 11920040drg
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone] CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE. 1' = 50'
Internet Site http- / /www mckimcreed.com RALEIGH TOWNSHIP WAKE COUNTY_ NORTH CAROLINA DWG. f_ R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURVEY WERE PERFOR D FROM JUNE 2010 TO AUGUST 2010.
IAI
ROBIN L LEE, PLS L -3759 DATE
NEUSE -RIVER BUFFER AND STREAM IMPACTS,
CRABTREE
AREAKI6
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
28
SQ FT
SQ FT
WIDTH__
, LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT.)
52
2248
0
0
TEMP (EX ESMT)
1980
7097
0
0
TEMP.(TOTAL)
2032
9345
0
1 0
ESMT = SEWER EASEMENT
EXISTIN
_
ASPHALT
1
1
EXISTING--,-
PROPERT
LINE
_ 1
rl
- 1
77
PROPERTY — t
�,— LINE
PROPOSED o
_SEWER S
HQ�esst>,�T
ALIGNMENT'
WAR, _
VitAf
— ROPOSED
PERMANENT
EASEMENT
mill
�!' 09i N!,!:00-0 _1
ap —
N 7 O i �' " 1r 1 AREA 16
O STING CDR
0 EASEMENT
AREA 16
STING /1
DITCH t
� ml
I
N
I
LEGEND
1 ® TEMP ZONE 1 IMPACT
0 TEMP ZONE 2 IMPACT
\ COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET. R/W RIGHT OF WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED W WETLAND FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN S STREAM FLAG
NCGS MONUMENT, "WYATT- NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET SANITARY SEWER
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE ® MANHOLE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07) f
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
'0 25 50 100 150
♦
WETLAND DELINEATION SURVEY
PROJECT # :
8��'?f,K
EXHIBIT
28
OF
PROD. SVYR
RLL
SITE NpOCeS,-
�sr
CRABTREE CREEK SANITARY SEWER INTERCEPTOR'
o
�
/'''
C A R� %,,,,,
c�,
J
o
0
;`,,,,•,��.
S1 9! �j2 ;
i2�0
Z
- MCNEIL '
Raleigh, North Carolina 27606
_ST. �►
SEAL
L -3759 =
��
J
sua�,�`
J
en
Z
VICINITY MAP
(NOT TO SCALE) _
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
7
Internet Site http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # .
R.1.1.2.050
1
1
EXISTING--,-
PROPERT
LINE
_ 1
rl
- 1
77
PROPERTY — t
�,— LINE
PROPOSED o
_SEWER S
HQ�esst>,�T
ALIGNMENT'
WAR, _
VitAf
— ROPOSED
PERMANENT
EASEMENT
mill
�!' 09i N!,!:00-0 _1
ap —
N 7 O i �' " 1r 1 AREA 16
O STING CDR
0 EASEMENT
AREA 16
STING /1
DITCH t
� ml
I
N
I
LEGEND
1 ® TEMP ZONE 1 IMPACT
0 TEMP ZONE 2 IMPACT
\ COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET. R/W RIGHT OF WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED W WETLAND FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN S STREAM FLAG
NCGS MONUMENT, "WYATT- NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET SANITARY SEWER
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE ® MANHOLE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07) f
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
'0 25 50 100 150
♦
WETLAND DELINEATION SURVEY
PROJECT # :
00592 -0040
OF
PROD. SVYR
RLL
}•J�
CRABTREE CREEK SANITARY SEWER INTERCEPTOR'
DFl� BY •
RU.
`,
COMP. FILE
UN7
1730 Varsity Drive, Suite 500
FOR
SHEET # :
OF 192004Odwg
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # .
R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S,
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
S VEY WERE P RFOR D FROM JUNE 2010 TO AUGUST 2010.
xo -fir -/41
OBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE
AREAK16
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
_ IMPACT
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
- LENGTH
PERM (PROP ESMT.)
0
0
0
0
PERM (EX ESMT)
0
0
0
0
PERM.(TOTAL)
0
0
- —
—
TEMP (PROP. ESMT)
52
2248
-0 _ _
__0__
TEMP (EX ESMT)
1980
7097
0
0
TEMP.(TOTAL)
2032
9345
0
0
ESMT. = SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM
IMPACTS
STREAM
12
ZONE 1
(PERPEND)
ZONE 2
(PERPEND) '
STREAM
IMPACT
2109748.24_
SQ FT
SQ FT
WIDTH
LENGTH
PERM.(PROP. ESMT)
0
0
0
0
PERM.(EX. ESMT.)
0
0
0
0
PERM (TOTAL)
0
0
—
—
TEMP (PROP ESMT)
3012
1065
50
51____
TEMP (EX. ESMT.)
1612
916
55
30
TEMP.(TOTAL)
4624
2117
—
81
ESMT = SEWER EASEMENT
1
1 �
1
AREA 16 IPF
1
PROPOSE
SEWER
ALIGNMENT ' '
EXISTING
DITCH
5
MM78
EXHIBIT 29
u I I I I U+th"d
,.•�,�� C A_R
10
SEAL
N I-
'nnutm"
WETLAND & STREAM FLAG TABLE
EXISTING
NORTHING ,
PROPERTY
S12 -1L
UNE
2109748.24_
S12 -1R
U
EXISTING
4 'CMF —DITCH
w
752388.18''
2109794.35
SI2 -2R
752377.85
2109802.99
AREA 16 IPF
1
PROPOSE
SEWER
ALIGNMENT ' '
EXISTING
DITCH
5
MM78
EXHIBIT 29
u I I I I U+th"d
,.•�,�� C A_R
10
SEAL
N I-
'nnutm"
WETLAND & STREAM FLAG TABLE
FLAG /
NORTHING ,
EXISTING _
S12 -1L
7523.30 55
2109748.24_
S12 -1R
75232253
2109783.83
S12 -21.
752388.18''
2109794.35
SI2 -2R
752377.85
2109802.99
S12 -31.
752427.681
2109793.38
512 -3R
752430AN
2109810.04
S12 -41.
75250296 '
2109808.17 _
S12 -4R
75249701
210982445
512 —SL
75253666
2109684.91
512 -5R
752519 081
2109871.31
S1i4L
752547.92
2109913.11
S12-6R
752519.91 ,
210990278
S12 -71.
752553.451
' 2109929.09
S12 -7R
752529 931
2109920.27
S12—BR
752537 811
2109943 36
S12-1R
S12 -2R
` SCR 6 �f f �RfEK
SITE H00�fs
S
w
to
m VICINITY MAP
z (NOT TO SCALE)
1 t
1 1
EXISTING 1
PROPERTY
LINE
+ + S12 -1L
I
q STREAM 12 \ I
512 -2 \ \
\ \ `40
+ 2 -31L \\
\ \ S12 -311 +
PROPOSED-1 > / /
PERMANENT ' ± 2 -4L --
. , • • • o �ii�i
NO 0
+ .
S12 — +511271
XISTING CDR
SANITARY
SEWER
LINE
SEWER
��■ �iiiii f f •
Iriiirrriiir. f
ie� +irat��r ♦ • 1
rrrri rr • •. w
,rrrrrirr. � f • • , :L • .
rrr�r rrrr '
�rrr1� "r •
4Fj ^ti
r11I � • - f •
r •
STREAM 12�
TEMP IMPACT AREA
♦
WETLAND DELINEATION SURVEY
LEGEND
®
TEMP ZONE 1 IMPACT
V ���
L?
TEMP ZONE 2 IMPACT
N•EaFL,
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET
CRAB TREE CREEK SANITARY SEWER INTERCEPTOR
TEMP STREAM IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
COR
CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
R/W
RIGHT OF WAY
NCGS MONUMENT, "WYATr' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
W
WETLAND FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
S
STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
c
SANITARY SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
RALEIGH TOWNSHIP WAKE COUNTY - - NORTH CAROLINA
DWG. i!E : R.1.1.2050
LOCAUZA11ON WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS. -
-
0
25 50 100
150
♦
WETLAND DELINEATION SURVEY
PROJECT # : 00592 -0040
OF
PROD. SVYR RLL
V ���
DRAYM Y : RLL
CRAB TREE CREEK SANITARY SEWER INTERCEPTOR
FIELD B
`,
FILE
COMP. VW102—
1730 Varsity Drive, Suite 500
FOR
SHEET O F t9ad�
Raleigh, North Carolina 27606
Phone [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1" = 50'
Internet Site http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY - - NORTH CAROLINA
DWG. i!E : R.1.1.2050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SU Y RE 7RMED'OM JUNE 2010 TO AUGUST 2010 /
R 81N L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 17
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT)
3
7501
0
0-
TEMP (EX ESMT)
7333
11299
0
0
TEMP.(TOTAL)
7336
18800
0
0
ESMT = SEWER EASEMENT
\
\< gi;�1 #80 \
-- R1M -2Q 0' \ - � 3�\ \ <
PERMANENT
EASEMENT /
/ CV Off'
/ N /41
S11 -1 +
S11 -1
+
\ I 5
\ v
Sit -18 +�
fir( -172+,
S11 -18R +/ /
+ 511�a1
EXHIBIT 30
C A Ro [�0
SEAL
S11 -2+ S11 -1R
S11 -31R* + +S11 -1
S11 -2L
+ + 811 -3L
S11 -4R
PROPOSED / -- - - -
SEWER
EASEMENT S11 -5R+ + $11 -41-
/ /
.\ / 11 -511
\ / / + + S11 -5L
/ S11- + S11 -7R +
---T S11 -61L
'•;�.
AND STREAM
IMPACTS
,STREAM 11
ZONE 1,
(PERPEND )'
ZONE 2
(PERPEND)
STREAM
IMPACT
STREAM 11
•• / •
TEMP IMPACT,
•. •
AREA
PERM.(PROP. ESMT)
0
0
0
• If %Rrffri:
f.
0
�11 frf �.:• C��j�,flrl�lrfrlfA
- 0
�iiiiai �ii��rri►�ii�o
"r •
�.
CV
+rrrfc.q �rrr•.r
�r •, U
TEMP.(PROP ESMT)
, tflrlrl •
err. � •
• • •
• • •
44
• •
•' • R
SEWER
ALIGNMENT
•
;��
39
_ 21--
TEMP.(TOTAL)
3837
al
0
tq
F
,_F CREEk
SITE NODES s ,
0
o: 9
VICINITY MAP
IOT TO SCAL-I
NEUSE RIVER BUFFER
AND STREAM
IMPACTS
,STREAM 11
ZONE 1,
(PERPEND )'
ZONE 2
(PERPEND)
STREAM
IMPACT
511 -1R
SQ FT
SQ FT
WIDTH
__LENGTH
PERM.(PROP. ESMT)
0
0
0
0
PERM (EX. ESMT.)
0
0
0
- 0
PERM: TOTAL '
0 _
0 -
-
0
TEMP.(PROP ESMT)
2587
1799
44
46
TEMP;(EX ESMT.)
1250
833
39
_ 21--
TEMP.(TOTAL)
3837
2632 _
_ - 11
67
WETLAND & STREAM FLAG TABLE
FLAG 0
NOR7KNG
EAS11N0
S11-1L
752812.85
210829244
511 -1R
752001.771
210928220
S11 -2L
752804.48
2108298.38
S11 -2R
752789 56
2109298.35
S11 -12L
752878.19
210831831
S11 -122
75278843
' 2108314.48
E752807.52
752833.50
1 2109317 57
S11 -13R
752803.29
1 210932807
S11 -14R
752850.78
2109329.52
S11 -5R
752825 03
2109329.58
S11 -6L
752852.27
12100355 30
S11 -6R
752840.43
2109342.14
S11 -71L
752844.12
2109371.83
S11 -7R
752841.48
12109361144
S11 -8L
752831.43
2109400.99
S11 -8R
752815.67
2109398_17
S11 -9L
752830.89
2109414,34
WETLAND do STREAM FLAG TABLE
FLAG /
NORTNNNG
EASIING
S11 -9R
752919.44
2108418.72
S11 -10L
752841.88
2108421.59
SI1 -10R
752854.91
210844842
S11 -11L
752857.27
2109441.59 1
S11 -12L
752878.19
2109484,31
S11 -122
752889.31
2108489.551
_S11 -131-
752882.81
_2109498.88
S11 -13R
752857.91
2109484.72'
S11 -14R
752838.74
210953888
S11 -15L
752853.80
2109520.51
S11 -15R
752844.44
2109549.59
S11 -16L
752853.09
2109549.42
S11 -18R
75298829
2108588.51
S11 -17R
752878.40
2108901.70
S11 -18L
752884.18
2109598.19
- 511 -18R
752881.89
210962293
S11 -19L
752888341
2109821.87
WE
- - - - - - -- - --
' -- -'ZONE 1' - - - -- -- - - - - -- _
r H
STING - - - _ _ _ _ 'ASP 'T.
Exl _ _ -
SANITARY
SEWER ;AREA 1 -
Lai
z I-
J m
2 Z
X
Q W
W
LEGEND
® TEMP ZONE 1 IMPACT
Nffi` �? TEMP. ZONE 2 IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET TEMP STREAM IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED COR CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN R/W RIGHT OF WAY
NCGS MONUMENT, "WYATr' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET W WETLAND FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07) ® SANITARY
ANTARE SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE' 1" =50'
LOCALIZATION WAS 099991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS -- -
0 25 50
100
150
♦
WETLAND DEUNEA11ON SURVEY
OF
PROJECT # :
PDIELD
00592 -0040
V
�
BY :
RLL
04
CRABTREE CREEK SANITARY SEWER INTERCEPTOR �
FIELD BK.
COMP. FILE
VW102- 059200adq
1730 Varsity rive, Suite 500
Y
FOR
SHEET 0 .
1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE. 1' = 50'
Internet Site http: / /www.mddmcreed cam
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # .
R.1.1.2.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SUELVEY .WERE PER50RMED FROM JUNE 2010 TO AUGUST 2010
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 17
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
���
SQ FT
SID FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP ESMT.)
3
7501
1 0
0
TEMP (EX. ESMT)
7333
11299
1 0
0 _
TEMP.(TOTAL)
7336
18800
1 0
0
ESMT = SEWER EASEMENT
EXHIBIT 31
_f`RFfk
® TEMP. ZONE 1 IMPACT
SITE
�o
NOOC fS S .
���
COW CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
R W RIGHT WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
W
W WETLAND D FLAG
J
�+
NCGS MONUMENT, - WYATT' NO GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
SANITARY SEWER
®
g
Z -
O
0
SEAL
L -3759 _
�'Q �2
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
_
MCNEIL ST -
S U R14
=50'
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
_
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
VICINITY
MAP
. -
WETLAND DELINEATION SURVEY
(NOT TO
SCALE)
\ EXISTING^
PROPERTY X
LINE _
Z
SPOIL PILE
SPOIL PILE MH #83
PERMANENT \
o EASEMENT _
M PROPOSED \
SEWER
ALIGNMENT
t%ZONE-2#ts
_
o t� MH 82 ZONE 1, ASV "+as
- - - RIMa202 80
REENWA
-' - - _ - - - - - = `-EXISTING CDR
SEWER
EA 17 _ - — EXISTING EASEMENT
SANITARY Y
SEWER
LEGEND
® TEMP. ZONE 1 IMPACT
{� TEMP ZONE 2 IMPACT
���
COW CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
R W RIGHT WAY
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
W
W WETLAND D FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
S STREAM FLAG
NCGS MONUMENT, - WYATT' NO GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
SANITARY SEWER
®
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (MRUAL REFERENCE
MANHOLE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1"
=50'
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
_
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50
100 150
. -
WETLAND DELINEATION SURVEY
PROJECT f : 00592 -0040
OF
PROD. SVYR : RLL
V�
CREEK SANITARY SEWER INTERCEPTOR
FIELD BK :RLL
`,CRABTREE
COMP. FILE : VW102- 05920040.drg
1730 Varsity rive, Suite 500
Y
FOR
SHEET f : 1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
�
I
DATE SEPTEMBER 16, 2010 SCALE: 1" = 50'
Internet Site http / /www mckimcreed.com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # : R 1 1.2.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
Sy/E PERF MED F M JUNE 2010 TO AUGUST 2010.
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 17
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
PROJECT 111 :
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP ESMT.)
3
1 7501
1 0
0
TEMP.(EX ESMT)
7333
11299
0
0
TEMP. (TOTAL)
7336
1 18800
0
1 0
ESMT = SEWER EASEMENT
0
v
PROPOSED '
PERMANENT
EASEMENT +� \
jw
� �� �aM �; ��Yl ice•` }lt ^xj;K
ZONE 2 '°' » �• °" ��� J`�• • ;=t.:�:.�
a I►
9
EXISTING
SANITARY
SEWER
MATCHLINE
SEE EXHIBIT 31
EwsnNC
COR
SEWER
EASEMENT
EXHIBIT 32
\````raauunuiun,,,
O�Q o ESSI ti9�
- "2
SEAL
SITE
'St
0
o:
VICINITY MAP
NOT TO SCALI
` SEWER
_ ALIGNMENT
LZ
�3� -•+-,• `"_ \ � � ���4y ,fey a�.. �Y. - fiC+.'�l .�� __�
�. � � ,�ar":7;,~!�\ \ {. iyr�+f t_.` ;'+r, ��f7 ''r•:? N�f, i.:.p.`�. ;ti
`\\ AREA 17 \ \
EXISTING' `
ROPER
LINE �\
I
LEGEND
® TEMP ZONE 1 IMPACT
NT` {? TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET COR CITY OF RALEIGH
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED. R/W RIGHT OF WAY
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN W WETLAND FLAG
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET S
SANITARY SEWER
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE MANHOLE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 -25 50
100
150
46
WETLAND DELINEATION SURVEY
PROJECT 111 :
00592 -0040
^
OF
PROD. SVYR .
RLL
��
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
DRAWN BY:
FIELD BK .
RLL
��},J�
COMP. FILE .
WIA02- 0592004Qdwg
1730 Varsity Drive, Suite 500
Y
FOR
SHEET III
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fox (919)233 -8031
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: I" = 50'
Internet Site http. / /www.mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA _
DWG.
R 1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURVEY VII�,,RE PERF ME�OM JUNE 2010 TO AUGUST 20�.
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
STREAM 50
ZONE 1
(PERPEND )
ZONE 2
(PERPEND.)
STREAM
IMPACT
2108408.51
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP. ESMT)
673
372
0
0
TEMP.(EX. ESMT)
587
555
0
0
TEMP. (TOTAL)
1260
927
0
0
ESMT. = SEWER EASEMENT
II
II
1�
1 -
„
„
„
„
„
„
„
„
„
„
„
„
„
„
„
„
„
„
r,
„
„
„
„
„
„
„
„
v,
---MICRO— TUNNEL
DISTURBANCE
—
#{ 00
M #85'
0 .,
000 ,
\ ZONE 2
r
ZONE
I- _ 1-7
EXISTING CDR
/ SEWER
EASEMENT
IA
l
EXHIBIT 33
�•._ ..�K Est
C CR
R
ITEge7P,
C
S•
VICINITY MAP
JOT TO SCALI
I
i T-
i
1
1 I
'r
'VAN
eo• 'Q I I
we
mill
WEIUWD R STREAM FLAG TABLE
FLAG /
NORTiHBiG
FASTING
5-50
753888 43
2108408.51
PROPOSED
~ ' �'`'� •'�, SEWER
EASEMENT
V.
IEXISTING CORD ���i.
SANITARY _ - u H #87
SEWER I 0 —TUN`t ELF _ �Iq
`
:RO- 1UNNEL _ LIMITS OF \ _ r ;; w '`-__-
IIDISTU BANCE `�{ cz,
I `
NT:
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
SCALE: 1" =50'
0 25 50 100 150
IL
i PROJECT #
IPDRAWN
t
AREA 18 _
SEE EXHIBIT 34
LEGEND
®
TEMP ZONE 1 IMPACT
{?
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
®
SANITARY SEWER
1 OF 1
MANHOLE
SCALE: 1" =50'
0 25 50 100 150
WETLAND DELINEATION SURVEY
OF
i PROJECT #
IPDRAWN
00592 -0040
BY
RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
.
FIELD BK
COMP. FILE .
VW102- 05920MdNg
1730 Varsity rive, Suite 500
Y
FOR
SHEET
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE- 1" = 50'
Internet Site http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE- COUNTY-- NORTH CAROLINA
DWG. #
R.1.1.2.050

I, ROBIN L, LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
5UR RE PERF RMED OM JUNE 2010 TO AUGUST 2010.
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
AREA 18
ZONE 1
( PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SEAL r
L -3759
SO FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP ESMT)
4535
4138
0
-0
TEMP (EX. ESMT)
3570
8197
0
0
TEMP.(TOTAL)
8105
12335
0
0
ESMT = SEWER EASEMENT
l
�`:r'r �. � ~'r • INS � 'i�-�' ...
�'� • � �a'Qnt � �u ` ` ` 'sty
-U
I o= TUNE1=
LIMITS OF
_ OISTU ANCE -•: u - u;,s
PROPOSED
SEWER
EASEMENT
EXHIBIT 34
``"ttttttuu � I I n7rNrp� + + +i
C A
/
/
SEAL r
L -3759
9
0,
;P SURSI
u�mmnlntrtt - �
VI H #87
°p a
PROPOSED
X FORKS
- ,.nest
_ C"
C`AB.rRE
SITE
VICINITY MAP
NOT TO SCALI
I
/
/
6 _
SEWER \
\ \ \ \ ALIGNMENT ma 01.
zqt �� \
\ EXSTING
\ PROPERTY EXISTING COR
\ LINE SEWER EASEMENTN
LEGEND \
® TEMP ZONE 1 IMPACT
4 TEMP ZONE 2 IMPACT
COR CITY OF RALEIGH
R/W RIGHT OF WAY
W WETLAND FLAG
S STREAM FLAG
SANITARY SEWER
MANHOLE
I,. \
N07-
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATr' NC GRID COORDINATES OF N 748754 69 FEET. E 2113904 26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) CPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS. -- --
0 25 50 100 150,
N.
n Y l
i�
EASEMENT
t
/
/
/ I
.H X800
f •
o • •
f
4-& WETLAND DELINEATION SURVEY 1 PROJECT III : 00592 -0040
�� ^ OF iPROJ. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR 1 FIELD BK.
1730 Varsity Drive, Suite 500 COMP. FILE : WY102- 05920040.dng
Y FOR SHEET # . 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone] CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site. http: / /www mckimcreed com RALEIGH -TOWNSHIP WAKE COUNTY NORTH CAROLINA { DWG f 8.1.1.2.050
/
/
VI H #87
°p a
PROPOSED
X FORKS
- ,.nest
_ C"
C`AB.rRE
SITE
VICINITY MAP
NOT TO SCALI
I
/
/
6 _
SEWER \
\ \ \ \ ALIGNMENT ma 01.
zqt �� \
\ EXSTING
\ PROPERTY EXISTING COR
\ LINE SEWER EASEMENTN
LEGEND \
® TEMP ZONE 1 IMPACT
4 TEMP ZONE 2 IMPACT
COR CITY OF RALEIGH
R/W RIGHT OF WAY
W WETLAND FLAG
S STREAM FLAG
SANITARY SEWER
MANHOLE
I,. \
N07-
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATr' NC GRID COORDINATES OF N 748754 69 FEET. E 2113904 26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) CPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS. -- --
0 25 50 100 150,
N.
n Y l
i�
EASEMENT
t
/
/
/ I
.H X800
f •
o • •
f
4-& WETLAND DELINEATION SURVEY 1 PROJECT III : 00592 -0040
�� ^ OF iPROJ. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR 1 FIELD BK.
1730 Varsity Drive, Suite 500 COMP. FILE : WY102- 05920040.dng
Y FOR SHEET # . 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone] CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site. http: / /www mckimcreed com RALEIGH -TOWNSHIP WAKE COUNTY NORTH CAROLINA { DWG f 8.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SUIRMEY ERE PE ORMED FROM JUNE 2010 TO AUGUST 201�0 /
w� 7 \. __ 10-e
ROBIN L. LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
AREA 18
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SEAL
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP ESMT)]
4535
4138 A
0
0
TEMP.(EX. ESMT)
3570
8197
0
0
TEMP.(TOTAL)
8105
1 12335
0
11 0
ESMT = SEWER EASEMENT
EXHIBIT 35
IV
RD 1
_ R e
�gR�MO c SI
RQ fir, TE —'•— R f
02 OXFORD D. \
VICINITY MAP
' (NOT TO SCALE)
\ 4: DITCCN
\ \', <\
�MH 2
/ EXISTING
PROPERTY
V6 LINE
/ Aj
4
.�" �Q PROPERTY
LINE
IN
X 0 COR
SEWER
DO O EASEMENT \ / /• / / / /
OOpO,�:;�_
00000
000
O �{ytj • PROPOSED
\� a.mur ,,� / / SEWER
O 00 ALIGNMENT
AREA 18 �E`' O. �s0�}tj .# �. \ \ `+ m �� / PROPOSED
PERMANENT
'f} ## \ \ 4 z / EASEMENT
SEWER G COR
EASEMENT
\ \\ MH # 1
PROPERTY
UNE \ _
EXISTING
/ PROPERTY� %
LINE y \ \ \\ LEGEND
/ "Ix ® TEMP ZONE 1 IMPACT
TEMP. ZONE 2 IMPACT
COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET R/W RIGHT WAY
W WETLAND FLAG
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED S STREAM FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN © SANITARY SEWER
NCGS MONUMENT, °WYATr' NC GRID COORDINATES OF N 748754.69 FEET, E 2113904 26 FEET MANHOLE
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1° =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0, 25 50 100 -150
- WETLAND DELINEATION SURVEY PROJECT # : 00592 -0040
44
V DRAVM BY . RLL
FIELD CREEK SANITARY SEWER INTERCEPTOR BK.
1730 Varsity rive, Suite 500 i COMP. FILE :, YM02- 05920040.d�g
Y FOR SHEET # 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone] CITY OF RALEIGH
C -0342
DATE- SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site. http: / /www mcklmcreed com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG # : 8.1.1.2.050
io l�
r2 Q
SEAL
�9
O
O�
L -3759 �; =
IV
RD 1
_ R e
�gR�MO c SI
RQ fir, TE —'•— R f
02 OXFORD D. \
VICINITY MAP
' (NOT TO SCALE)
\ 4: DITCCN
\ \', <\
�MH 2
/ EXISTING
PROPERTY
V6 LINE
/ Aj
4
.�" �Q PROPERTY
LINE
IN
X 0 COR
SEWER
DO O EASEMENT \ / /• / / / /
OOpO,�:;�_
00000
000
O �{ytj • PROPOSED
\� a.mur ,,� / / SEWER
O 00 ALIGNMENT
AREA 18 �E`' O. �s0�}tj .# �. \ \ `+ m �� / PROPOSED
PERMANENT
'f} ## \ \ 4 z / EASEMENT
SEWER G COR
EASEMENT
\ \\ MH # 1
PROPERTY
UNE \ _
EXISTING
/ PROPERTY� %
LINE y \ \ \\ LEGEND
/ "Ix ® TEMP ZONE 1 IMPACT
TEMP. ZONE 2 IMPACT
COR CITY OF RALEIGH
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET R/W RIGHT WAY
W WETLAND FLAG
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED S STREAM FLAG
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN © SANITARY SEWER
NCGS MONUMENT, °WYATr' NC GRID COORDINATES OF N 748754.69 FEET, E 2113904 26 FEET MANHOLE
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1° =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0, 25 50 100 -150
- WETLAND DELINEATION SURVEY PROJECT # : 00592 -0040
44
V DRAVM BY . RLL
FIELD CREEK SANITARY SEWER INTERCEPTOR BK.
1730 Varsity rive, Suite 500 i COMP. FILE :, YM02- 05920040.d�g
Y FOR SHEET # 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone] CITY OF RALEIGH
C -0342
DATE- SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site. http: / /www mcklmcreed com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG # : 8.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBIT 36 ��� SIX FpRKS
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS �y
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF _
SUB44EY YVERE PEBFORMED•iFROM JUNE 2010 TO AUGUST 2010
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS,
CRABTREE
CROSSING 3
ZONE 1
(PERPEND)
ZONE 2
(PERPEND)
STREAM
IMPACT
S
SO FT
SQ FT
WIDTH
LENGTH'
PERM.(PROP. ESMT,)
0
0
0
0
PERM:(EX ESMT.)
0
0
0
0
PERM.(TOTAL)
-
-
TEMP.(PROP ESMT)
4036
2539
116 -
.0
TEMP (EX ESMT.) _
0
0
0
0
TEMP.(TOTAL)
4036
2539
-
60
ESMT = SEWER EASEMENT
Ake'
EXISTING
PROPERTY
LINE
r
, vI,,e v rry /
r,
/
r
IF
r
/ /MH #9
N XIXISTINGCOR /
SEWER /
EASEME NT /
/MH 2 '00, /
//
/ /
MH #94 /
\\ lob
PERMANENT
EASEMENT
/ r _
PROPOSED
SEWER
ALIGNMENT
�0 O, # a \ \
000,
0000 \
rir 000 \\
n
000 /
'0.0 ABTREE CREEK 3 EXISTING j
TEMP IMPACT AREA CRABTREE
CREEK q
Nt
N7-
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET. E 2113904.26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
LEGEND
®,
'
AR����''%
i}
F RAe'�f
MCNT — -CREEK
S
TEMP. STREAM IMPACT;
SITE'
\
OXFORD
SEAL
=
Q
RD
o=
L -3759
��y °�
�C.�,�
WETLAND FLAG
VICINITY MAP _
e
11SUR
`
(NOT TO SCALE)
Phone [phone], Fax. [phone]
MANHOLE
//
/ /
MH #94 /
\\ lob
PERMANENT
EASEMENT
/ r _
PROPOSED
SEWER
ALIGNMENT
�0 O, # a \ \
000,
0000 \
rir 000 \\
n
000 /
'0.0 ABTREE CREEK 3 EXISTING j
TEMP IMPACT AREA CRABTREE
CREEK q
Nt
N7-
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET. E 2113904.26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
SCALE: 1" =50'
0 25 50 100 150
♦
LEGEND
®,
TEMP ZONE 1 IMPACT �
i}
TEMP ZONE 2 IMPACT
V� (&
TEMP. STREAM IMPACT;
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
O
SANITARY SEWER
Phone [phone], Fax. [phone]
MANHOLE
SCALE: 1" =50'
0 25 50 100 150
♦
WETLAND DELINEATION SURVEY
OF
PROJECT 00592 -0040
PROD. RLL
w
V
B • RLL
V� (&
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
Flamm BKY
' COMP. FILE WIA02- 0592001Qdwg
1730 Varsity nve, Suite 500
Y
FOR
SHEET # : 1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE 1' = 50'
Internet Site- http / /www.mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG R 1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SU ICE PERFgjiMED FFj.QM JUNE 2010 TO AUGUST 2010
ROBIN L. LEE, PLS L -3759 DATE
WETLAND • STREAM FLAG TABLE I
FLAG 0
NORTHING
EASTWG
WB -1
734284.72
2105921.14
W9-2
754288.98
2105930.34
W9-3
75430017
2105923.14
W9 -4
754304,24
210591 &34
W9-5
75431 &27
210589743
WB -6
734307 82
2105874.25
W9-7
7542155.38
21a3157L
W9-7
75428&38
2105872.00
W9-7
754288.38
2105872.00
111119-7
75428&38
2105872.00
Ii
SIJBJEICT TO
Bill
- i
NETLAND • STREAM FLAG TABLE
FLAG 0
NORIMIiG
EAS71NG
S9-1L
7343.8 42
2105795 87
SO-1R
754346.09
2105788 29
SB-2L
754333.87
2105814.72 i
S6-2R
754327.83_
2185814.18
S8-3L
754330.97
2105845'M
S6-3R
754333.10
21051549.88
SB-4L ,
751354A0
2105885.34
SS-4R
7543.51 82
210587348
515-SL y
75/37818
2105W&09
SB-5R 1
754389.72
2105903.75
SB-6L _
754370.00
2105937.97
S5-6R
751339,12
210594101
S6-6R
75436402_
2105932.73
S15-7L
75430.15
21059/1222
SB-7L
754346 27
2105944,59
S8-7R
754338.51
2105981.90
SO-8L
754357.43
2105988.87
SS-M
731347.74
2105998 00
S8-9L '
754367AS
2108007 95
S8-9R
754381105
2105013,94
SO-10L
754392.37
2108030.33
SB-104
75438&52
210803215
EXHIBIT 37
``` t``ttpppll n � urrrprp�''''i
S E AL =
L -3759
9tia SUR4
EXISTING -
PROPERTY
LINE (TYP y
ZONE 1
tII4111'': ■1
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MARLOWE R j
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so- 9ED �. \
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O O
ra o -r tJ_ti I L
i� _ • • • •1 • • • • • • /! • • •
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l■ ■111 i ■r ■r •I -r'1■1 rr� ■fi -.' • • �i i: !:i : ::ireirri■ r: ■ ■ ::rri ■ iri ■ l r :i : :�p1 1�L ` . _. .,
. �l te :: :rr■rj ■ :: ■.m• •- • • • • • • • • • • , • • • M •+ _ .
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EASEMENT
O O r
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. ■t A : ■ ■lii :lil'r \Ii ■YArA
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CREEK
EXSTING
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• - iii :rr ■iii��: :i��iiii ■ii .
r ■111 : :I � :i11 r'rilf CRABTR AREA 1�j
at
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CREEK
IFO/ii ■fir : : :i r■ ■III r��i: t l
EXISTING
: x:111 \11 �•111ir11i1111
�iy �-`r'ii :i :i :p� :i : : :iii11• PROPERTY �ipgof 1 :i TEMP IMPACT AREA LINE (TYP.)
ZONE 1 IMPACT AREA
ROPERTY
1-141E (TYP
''7 !t • •' • • • •
,� •. ,Mt _ • {.,.
��
0 25 50
LEGEND
• , �, + \ \\ //
®
TEMP. ZONE 1 IMPACT
PROJECT 111:
Q
TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
OF
TEMP. STREAM IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
COR
R/W
CITY OF RALEIGH
RIGHT OF WAY
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
W
WETLAND FLAG
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET
S
STREAM FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VR S (MRUAL REFERENCE
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER_ THIS METHOD RESULTS IN NAD 83 (NSRS 07)
®
MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
SCALE: 1" =50'
1730 Varsity Drive, Suite 500
Y
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
SHEET III :
1 OF 1
LOCALIZATION WAS 0,99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
- -
CITY OF RALEIGH
0 25 50
100
150
.
WETLAND DELINEATION SURVEY
PROJECT 111:
00592 -0040
OF
V
m
!PDR BY :
RLL
1-lr1 1
V
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK.
COMP. FILE :
YM02- 05920040.drg
1730 Varsity Drive, Suite 500
Y
FOR
SHEET III :
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 501
Internet Site http / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG.
R.1.1 2
-
__ 9_ -AM

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SWRE P7ORMED ROM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE CREEK
CROSSING 4
ZONE 1
(PERPEND)
ZONE 2
(PERPEND)
STREAM
IMPACT
CRABTREE CREEK
STREAM
IMPACT
SO FT
SO FT
WIDTH
LENGTH
TEMP (PROP ESMT)
2979
-418
103
60
TEMP (EX ESMT')
1 708
1993
0
0
TEMP (TOTAL)
1 3687
2411
103
60
ESMT = SEWER EASEMENT
NEUSE RIVER BUFFER IMPACTS
IMPACTS
CRABTREE CREEK
AREA 19
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SO FT
SO FT
PERMANENT
0
0
TEMP (PROP ESMT)
7503
2339
TEMP (EX. ESMT.)
2430
6023
TEMP.(TOTAL)
9933
8362
EMIT = SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM
IMPACTS
STREAM 8
ZONE 1
(PERPEND )
ZONE 2
(PERPEND.)
STREAM
IMPACT
PROJ. :
SO FT
SO FT
WIDTH
LENGTH
TEMR(PROP ESMT-)
2452
437
27
20
TEMP (EX. ESMT)
1 4032
1 1920
1 27 _
---52 _
TEMP.(TOTAL)
1 6484
1 2357
1 —
72
ESMT = SEWER EASEMENT
EXHIBIT 37 -A
0 A Ro
�OQ`Q�OEE i Nq� ,rte �'
SEAL =
L -3759
U R*4
Ilp,
JNTM,
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET. E 2113904.26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 099991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
MARLOWE R
CRAB �£f
_CREEK
SITE
VICINITY MAP
IOT TO SCAL
♦
WETLAND DELINEATION SURVEY
PROJECT # :
06592 -0040
OF
PROJ. :
RLL
V
N B
Ru
CREEK SANITARY SEWER INTERCEPTOR
Fl� BK.:
`,CRABTREE
COMP. FILE
WIA02- M2004Qdwg
1730 Varsity rive, Suite 500
Y
FOR
SHEET # :
1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE: 1" = 50'
Internet Site http / /www mcklmcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA _ _
_ DWG.
R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SUVEY WERE P FORM FROM JUNE 2010 TO AUGUST 2010.
p-� -iy
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 19
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
754545.68
SQ FT
SQ FT
PERMANENT
0
0
TEMP (PROP ESMT)
7503
2339
TEMP (EX ESMT)
2430
6023
TEMP (TOTAL)
9933
8362
ESMT = SEWER EASEMENT
EXHIBIT 38
�p���"p1U� i i i upnrrrr'r�i
CAR
SEAL
L -3759
SURN�yo��```
EXISTI N G—
PROPERTY
LINE (TYP )
.12 +
EXISTING
PROPERTY
LINE (TYP )�
'" J=
MARLOWE
CRge� f� cR feK
SITE
VICINITY MAP
NOT TO_ SCALE)
2\
n
1E11AND ! STREAM FLAG-TABLE
FLAG f
NORTHING
EASTING
58.1-1
754545.68
2105368.18
58.1-2
75458251
2103370.78
Sal -3
754570.45
210658126
58.1-4
754688.27
2103588.10
58.1 -5
754568.08
2105385.20
_Sa1-0
764572.44
2106012.03
Sa1-7
73450215
210682890
S8.1 -8
754678.73
21058411
SU -9
754538.10
2105647.85
58 1 -10
1 754534.01
2105043.07
S9.1 -11
I 75431394
2106830.75
Sat -12
754474.28_
210MM 94
,� 1a
EXISTING PROPOSED PROPOSED
COR SEWER SEWER COR,SEWER /
EASEMENT ALIGNMENT EASEMENT 0I
tt
�_ , •wEUr.rK.7 �
_C!
,... - - - .. - - - so,
r, . • • or
- rrt♦vrv.3cv
AREA 19-j COR SEWER
EASEMENT
t �
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
1
ZONE 2
ZONE 1 '
� EXISTING— /
PROPERTY
LINE (TYP )
'1�
r2 0
OJ+
J
J
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
LEGEND
®
TEMP ZONE 1 IMPACT
i1
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
®
SANITARY SEWER
N B
°R� BY
MANHOLE
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50
100
150
.
WETLAND DELINEATION SURVEY
PROJECT / :
00592 -0040
v
OF
PROD. :
RLL
}V•�
N B
°R� BY
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
.RLL
COMP
1730 Varsity Drive, Suite 500
FOR
OF051920040dt1g
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG.
R 1.1 2.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS EXHIBIT 39
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
S ,J ERE P FOR D FROM JUNE 2010 TO AUGUST 2010. ��v� "" "����������� "'���.�,�
ROBIN L LEE, PLS L -3759 DATE 2
S E AL =
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
AREA 19 -A
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
-
-
-
-
TEMP (PROP. ESMT)
0
1002
0
0
TEMP'(EX ESMT.)
0
0
0
0
TEMP.(TOTAL)
0
1002
0
0
ESMT = SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
CROSSING 5
ZONE 1
(PERPEND )
ZONE 2
(PERPEND)
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
_ 621 _
413
0
0
TEMP.(PROP ESMT)
3076
2049
109
60
TEMP (EX ESMT.)
0
0
0
_ _ 0
TEMP.(TOTAL)
3076
2049
CITY OF RALEIGH
ESMT = SEWER EArENT
Y �
Ile1
AREA
19 -A
L- 3759
�
,`1�yo�
nnniunu�
EXISTING
PROPERTY
LINE (TYP) ,
i �X MH.
EXISTING RrM =20
SEWER ig695 93'
LINE i INV OUT-
/� cl �
CRABTREE CREEK 5
TEMP IMPACT AREA
2
-EXISTING
COR SEWER
EASEMENT
EXISTING ..... V,
PROPERTY
UNE '(TYP )
-PROPOSED
PERM 10'
MAINT. CORRIDOR
/--PROPOSED
COR SEWER
EASEMENT
PROPOSED
SEWER
ALIGNMENT
WIVI 161
dot �
t.
M ARLOWE
cRae�EF cR feK
SITE
VICINITY MAP
NOT TO SCALI
EX
CREEK /
LEX
DITCH
Toof
2
PROPOSED
PERM 10'
MAINT CORRIDOR
SS - - SS
IM =212 \
RNV IN =204 4
Nv X7=204 52' \ \
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN US SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT. "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
%PIE
PROPOSED
CDR SEWER
EASEMENT —
SS
Po
LEGEND
®
TEMP. ZONE 1 IMPACT
Ct
TEMP. ZONE 2 IMPACT
TEMP STREAM IMPACT
\ ®
PERMANENTIMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
®
SANITARY SEWER
1730 Varsity Drive, Suite 500
MANHOLE
SCALE: 1" =50'
1 OF 1
Raleigh, North Carolina 27606
0 2 5 50, 100
150
.
WETLAND DEUNEA71ON SURVEY
OF
PROJECT # :
PDRELD
00592 -0040
V ��
BY :
RU.
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
�� BK.
CO P. FILE .
VM02-0592 dwg
1730 Varsity Drive, Suite 500
FOR
SHEET #
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE- 1' = 50'
Internet Site http. / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # :
R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBIT 40
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
S PUERE PE,1f0_ RM FROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE �OQ�Q pFiSS
9 2
NEUSE RIVER BUFFER AND STREAM IMPACTS
S7 CROSSING
ZONE 1
(PERPEND)
ZONE 2
(PERPEND)
STREAM
-IMPACT
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERM. PROP ESMT
0
0
0
0
PERM. EX ESMT.
0
0
0-0
0
PERM. TOTAL
0
0
0
0
TEMP (PROP. ESMT)
3104
1995
17
___49
TEMP (EX. ESMT)
546
427
17
12
TEMP.(TOTAL)
3650
2422
-
61
2 SEAL
L -3759
8UR14
i +�nam lis"; `
s>< +tt _
\ s -
ESMT = SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM
IMPACTS
S7 CROSSING
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
2104601.32
SQ FT
SQ FT
WIDTH
LENGTH
PERM PROP ESMT
0
0
0
0
PERM EX ESMT
0
1 0
0
0
PERM. TOTAL
0
0
-
0
TEMP (PROP ESMT)
312
1679
0
0
TEMP (EX ESMT)
0
0
0
0
TEMP.(TOTAL)
312
1679
0
0
- MARLOWE 'RD
CRAe�Ef cR fek
SITE
ROTyGER ,...
J VICINITY MAP
(NOT TO SCALE
+ s;
ESMT = SEWER EASEMENT I +�
TOP OF
YANK -
EX. I I
\ STREAM
PROPOSED l \
\ SEWER
ALIGNMENT WETLAND 7 \ s>~ \
\ TEMP IMPACT AREA
*7-10& Wi_1p6 l8 -CJ
R2
30'
30'
\ \ � toy s�_ � 1`L `.1 ci
47'1
ftMH 05 202 \
_ _gs
WETLAND • STREAM FUG TABLE
FLAG 0
NORTNNG
EAS11N6
S7-R1
755808 42
2104601.32
S7 -R2
75558512
2104595.03
S7 -R3
7555289.8
210458489
S7-R4
765503.23
2104559 59
S7-R5
755474.05
2104070.40
S7-RB
755483.35
2104588.15
S7 -97
785444.28
2104584.84
S7 -R9
755440.86
2104557 89
S7-M
755439.77
2104488.03 -
S7-M0
7s5428,59
210444588
S7-R11
755418.01
2104437.90
S7 -R12
7553.08
2104448.62
S7 -R13
756388 77
2104461 38
S7 -R14
755378.99
210447578
S7 -R15
756347.46
2104449.71
S7 -R18
756320.13
210444233
57 -R17
755312 67
2104457 36
S7 -MB
75528214
210446541
57-819
75527385
210446218
,S7 -R20
755283.70
210444348
*7
108
NORINNG
10
S7-L1
-
�_` \
w7p_
10 . • •
755585.06
47 9 S�
? tQ A5PN_ T GRE w1 Y MAC `
R=213 53 ` \
RN-213
-10, . •
210461232
. + S7
755.549 04
210482818
S7 -1.5
75553734
2104629 87
Yak
117
75552714
PROP
\ \
tys?
MH #T86 q S;p- t \
EX C
COR SEWER
EASEMENT
\ EXISTING
\
a\
`\
\ �t}aTREA
ro
�R
COR SEWER
EASEMENT
EXISTING
755419.09
w
a[}��
T� �
-
�
PROPERTY
LINE (TYP)
S7 -L11
75538320
21 SB
S7 -L12
75534391
21 78 48
S7 -L13
755249.27
0448588
WETLAND R STREAM FUG TABLE
FUG #
NORINNG
EASTING
S7-L1
755587.47
2104814.31
S7-1.2
755585.06
2104607 85
97 -0
755545.44
210461232
S7 -L4
755.549 04
210482818
S7 -1.5
75553734
2104629 87
S7-43A
75552714
2104609 63
S7-L8
755501.38
210480277
S7 -0
755443.36
2104017.42
97 -L8
755425.01
2104597.89
S7-131
755419.09
2104007
S7-1_10
755417.83
21044 s
S7 -L11
75538320
21 SB
S7 -L12
75534391
21 78 48
S7 -L13
755249.27
0448588
S7-L14
75524538
2104458.41
�• • • h i 2ri • • • •
.� ,r rrray • • .
�•Ir r1r��
WETLAND
IMPACT
WETLAND #
7
/yV V/N�20164�
SQ FT
PERMANENT
0
TEMP'(PROP ESMT),
0
TEMP (EX ESMT)
2154
TEMP.(TOTAL)
_2154_
ESMT = SEWER EASEMENT
+
0' TEMP ZONE 2 IMPACT
/yV V/N�20164�
TEMP STREAM IMPACT
S7 �R
PROPOSED
pLT z ps _>
R/W RIGHT OF WAY
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
W WETLAND FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
SEWER
\
\
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
ALIGNMENT
\
\TE IMPACT
STREAM 7 S7 t
AREA
0 25 50
100 150
.
WETLAND DEUNEA71ON SURVEY
LEGEND
^
OF
\
TEMP WETLAND IMPACT
\
®
TEMP ZONE 1 IMPACT
ESMT = SEWER EASEMENT
bQ��
0' TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
TEMP STREAM IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
COR CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
R/W RIGHT OF WAY
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
W WETLAND FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
SANITARY SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50
100 150
.
WETLAND DEUNEA71ON SURVEY
PROJECT # : 00592 -0040
^
OF
PRO �
�� }&
BY : RLL
V
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK• :
COMP. FILE : VM02- 0592MQdrg
1730 Varsity Drive, Suite 500
FOR
SHEET # . 1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE- 1' = 50'
Internet Site. http / /wwwmckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG._# : R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBIT 41
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G.S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SU VEY RE PE FORM —FROM JUNE 2010 TO AUGUST 2010.
CAR
ROBIN L LEE, PLS L -3759 DATE ES q0�2
`? SEAL
L -3759
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREEK
CROSSING 6
ZONE 1
(PERPEND)
ZONE 2
(PERPEND)
CRABTREE
CREEK IMPACT
Y
SQ FT
SQ FT
WIDTH
- LENGTH
PERMANENT
615
426
0
0
TEMP (PROP ESMT)i
3061
1 2033
1, 85
62
TEMP (EX ESMT)
1 0
0
0
0
TEMP (TOTAL
3061
2033
—
62
* DUMMOND DR.
SITE
cRF �
• •• ( 1 -
\ACINI'17� MAP
(NOT TO SCALEA
— - - - - -- -- - - - - -- -
J
J ��, • ; =•; •:Fad'
•" • - -..- ,t4.. • • • U lei♦ ••. . Jg ak
t\Nr �ur
•
\itr.`rtltr
.rgr•t ■.� \�•tr.ii\■.� O • 1
qIt •INri Ir • \u�
Ilk..`` '. -• . 1'1 \I �Ntf�t;lfii•fI�N•NI•IIr.
�•T i, �iir ��iii��' iiR�r:i�iirt� \1I - 7
_ Ir• Irt\ \ \t \.,': ^fit\ It ■�. \NY -
MH /110
•
•
�1
�n
J \r �'•Ir,��NINI� \'1111 ■1tj' \1` ■!r
CDR SEWER
ASEMENT
0 •
_C_ W
�- EXISTING J
PROPERTY
LINE (TYP )
I
£X I I
DITCH I I
I i
I I
I I
FWAM
_t I
ICRCO- ICRO- TUNNEL I
]LIMITS OF
DISTURBANCE I
NEUSE IRIVER BUFFER AND STREAM
IMPACTS
CRABTREE
CREK
,CROSSING 6
ZONE 1
(PARALLEL)
ZONE -2
(PARALLEL)
CRABTREE
CREEK IMPACT
Y
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP (PROP, ESMT),
755
1102
0
0
TEMP (EX ESMT) _
0
_ 0
0
0
TEMP.(TOTAL)
755
1102
0 11
0
ESMT = SEWER EASEMENT
_
LEGEND
TEMP WETLAND IMPACT
Y
® TEMP ZONE 1 IMPACT
�,r �'1 '
TEMP ZONE 2 IMPACT
nQT`
TEMP STREAM IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET.
® PERMANENT IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
COR CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
R/W RIGHT OF WAY
NCGS MONUMENT, "WYAT-r' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
W WETLAND FLAG
(NAD 83– NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
® SANITARY SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE:
1' =50'
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50
100 150
.
WETLAND DELINEATION SURVEY
PROJECT # : 00592 -0010
^
OF
PDRLD
V
�
BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK
CO VWI 05920040dwg
1730 Varsity Drive, Suite 500
FOR
SHE TILE : O
Raleigh, North Carolina 27606
Phone [phone], Fax: [phone]
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE 1' = 50'
Internet Site http / /www mckimcreed com
_ RALEIGH TOWNSHIP WAKE _COUNTY NORTH CAROLINA
DWG.–#_ : R.1.1 2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS.
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SgJRVEY WERE PEW ORME FROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE CREEK
AREA 19B
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
CRABTREE
CREEK IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERM.PROP ESMT.
0
0
0
0
PERM. EX ESMT
0
1 0
0
0
PERM: TOTAL
0
0
0
0
TEMP (PROP ESML)
0
0
0
0
TEMP (EX. ESMT)
1556
470
0
0
TEMP.(TOTAL)
1556
470
0
0
ESMT = SEWER EASEMENT
EXHIBIT 42
CRABTREE CREEK SITE
_J
rRANSYLVANIA AVE+ �C W
J
VICINITY MAP
(NOT TO SCALE)
LEGEND
v
v NFJOM
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
C -0342
Internet Site. http: / /www mckimcreed com
WETLAND DELINEATION SURVEY PROJECT 111: 00592 -0040
OF PROD. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK
COMP. FILE . YWI02- 05920040.drg
FOR SHEET 1 OF 1
CITY OF RALEIGH
DATE SEPTEMBER 18, 2010 SCALE: 1" = 50'
RALEIGH TOWNSHIP -WAKE - COUNTY NORTH CAROLINA DWG. R.1.12050
TEMP. ZONE 1 IMPACT
t?
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT WAY
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET
W
WETLAND FLAG
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
S
STREAM FLAG
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
"WYATT"
SANITARY SEWER
NCGS MONUMENT, NC GRID COORDINATES OF N 748754.69 FEET, E 2113904 26 FEET
MANHOLE
(NAD 83— NSRS -07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR
_
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0 009 METERS -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS p
25 50 100 150
v
v NFJOM
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
C -0342
Internet Site. http: / /www mckimcreed com
WETLAND DELINEATION SURVEY PROJECT 111: 00592 -0040
OF PROD. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK
COMP. FILE . YWI02- 05920040.drg
FOR SHEET 1 OF 1
CITY OF RALEIGH
DATE SEPTEMBER 18, 2010 SCALE: 1" = 50'
RALEIGH TOWNSHIP -WAKE - COUNTY NORTH CAROLINA DWG. R.1.12050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S.
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY YVERE PEf 0RMZ FROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE CREEK
CROSSING 7 /S100
ZONE 1
(PERPEND)
ZONE 2
(PERPEND)
CRABTREE
CREEK IMPACT
21S100L
SQ FT
SQ FT
WIDTH
LENGTH
PERM PROP ESMTj
0
0
0
0
PERM EX ESMT
0
1 0
0
0
PERM. TOTAL
0
0
0
0
TEMP.(PROP ESMT.)
3402
1611
104
44
TEMP.(EX ESMT)
1571
1094
103
16
TEMP.(TOTAL)
4973
2705
-
60
ESMT =SEWER EASEMENT
EXISTING
i+.i cv PROPERTY
m LINE (TYP )
AS
PROPOSED
CDR SEWER
EASEMENT
, MR.
ki • •
CRABTREE CREEK 7
TEMP IMPACT AREA
PROPOSED
SEWER
ALIGNMENT
Cam` TREE CREED \
\ EXISTING \
\ COR SEWER \
\ EASEMENT
\ \\ EXISTING CDR
\ SEWER LINE
\ \ /2•]1400
w Wi.TOOCYM gar)
\ \ wv0uF7WmT••K �.
1 1
zolvir
XISTING
l PROPERTY I
LINE (TYP )
EXHIBIT 42A
11E1LAND & STREAM FUG
FLAG /
NORTHING
EStGGR
SIOGL -1
75880196
21S100L
-2
758582.75
CTABE
21S100L
-3
758573.85
21SIOGL
-4
755575618
21
5100E -3
758585.54
2103432.48
S100L -6
756577.24
2103420.75_
SIOOL -7
758588.38
2103405.78
5100L -8
775857259
2103400.29
S100L -9
758570.44
2103394.67
SIOOL -10
758581.88
2103386.37
S1GOL -11
756544.18
210
51 -12
756530.64
210)M.23
5100E -13
758529 35
ME
SIOOL-14
756 8
48
S100L -15
766509.13
210340216
S1
758473.34
2103433 70
o0L -18
756461.20
2103436 79
SIOGL -19
756451.56
2103432.39
S100R -1
758805.47
2103456.24
SIOGR -2
758561.82
2103444643
510OR -3
756564.55
2103436 76
11e1LI No &_STREAM FLAG
FLAG 0
NORTHING
EStGGR
-4
758589.15
OTABLE
210
S100R -5
75857 &28
21
S100R -B
758578.21
_21
S100R -7
750580
2103381.00
SIGOR -9
75
2103388.84
SI OGR -9
BO
- 2103389 03
S10GR -10
758522.92
2103401.451
aoR -„
758508 90
2103384 e1
S10DR -12
75648189
2103408.70
S100R -13
756470.10
2103424.97
S100R -14
758459.48
2103410.52
AREA 20
PARALLEL IMPACT
(SEE-EXHIBIT 43)
_' / TLAND C
FLAG
TEMP IMPACT
C
AREA
I' s
PERMANENT
/
XISTING
/j
PROPERTY
0
LINE (TYP )
L
TREE CREEK
O�
ANIA AVE 4f,
VICINITY MAP
JOT TO SCALI
TE
0
0.r
g
WETLAND IMPACT
FLAG
WETLAND #
C
C-1
SQ _FT
PERMANENT
0
TEMP (PROP ESMT)
_ 287
TEMP.(EX ESMT.)
0
TEMP (TOTAL), -,
287
` tSMI = StWtK tAStMtNI
/_
C,y�2 Ile
H
�i XISTING
CDR SEWER
/ EASEMENT
AREA 20
'�- PROPOSED
SEWER
\ALIGNMENT
W7LA1fa STREAM FLAG TABLE
FLAG
NORTHING_
_ EMNG
C-1
758516 82
2103402.60
C-1A
758518.64
^2103395604
C -2
758525.34
2103439.17
C-2A
758534.62
2103373.29
C -3
759591 50
2103454691
C-3A
758544.39
2103355.79
C -4A
75957013
2103389.61_
C -8A
756583.92
2103419.47
CSA
75858205
2103396.22
XISTING
\PROPERTY
LINE (TYP )
_ _ LEGEND
TEMP. WETLAND IMPACT
` „
1 1 m `j \
® TEMP ZONE 1 IMPACT
® TEMP ZONE 2 IMPACT
TEMP. STREAM IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
COR CITY OF RALEIGH
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
R/W RIGHT OF WAY
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
W WETLAND FLAG
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
S STREAM FLAG
(NAD 83- NSRS -07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE:
1" _ =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS p 25 50
100 150
WETLAND DELINEATION SURVEY
PROJECT # : 00592 -0040
'PROJ.
OF
SVYR : RLL
14-4#1
�
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK :
COMP. ILE VWI1 20D40drg
1730 Varsity Drive, Suite 500
FOR
SHEET . OF 11
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http://wwwmckimcreed.com
RALEIGH TOWNSHIP - - WAKE COUNTY NORTH CAROLINA
DWG._# . R.1.1 2050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
S i�Y/�REt PER�jORMED ROM JUNE 2010 TO AUGUST 2010
1 ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE
AREAK20
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
2102808.31
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP. ESMT.)
124
1758
0
0
TEMP.(EX. ESMT)
1550
7549
0
0
TEMP.(TOTAL)
1674
9307
0
0
CRABTREE CREEK
N -11M61 & Sili' M RAG TABLE
IMPACT
NOR1 M
EAS1710
-1
R/
75654257
2102808.31
-2
756524,15
2102789.41
-3
75651398
210234L50
448-4
756530.00
210283113
XISTING `✓
SEWER
LINE
1
,REA 20-N
EXHIBIT 43
S1 R�� �=
SEAL ! �,
0t u m"- N``
EXISTING
PROPERTY
LINE (TYP )/
EXISTING
SEWER
LINE/
EXISTING ,
j COR SEWER '
EASEMENT _
MH #117
o , -
T_
"� PL
'TREE CREEK SITE
o
} J
MANIA ,AVE
J
VICINITY MAP J
NOT TO SCALE) /
�i
�i
�i
'� / PROPOSED
COR SEWER
EASEMENT
WETLAND 448
i
i
i
i
i
/
"N'
`MH #116,/ j ' / / EXISTING
\ % PROPERTY
\ / ' PROPOSED LINE (TYP )
SEWER A
/ ALIGNMENT
-AREA 20 �i \ / EXISTING \ \'
PARALLEL IMPACT,- SEWER
(SEE EXHIBIT 42< \� EXISTING LINE
\ EASEMENT
TEMP IMPACT
AREA
EXISTING
CDR SEWER
EASEMENT , EXISTING
PROPERTY
LINE (TYP )
WETLAND
IMPACT
'WETLAND #'
44B
®
'lop
PERMANENT
0
1
139
/
559
TEMP.(TOTAL)
698
S
STREAM FLAG
Q
SANITARY SEWER
MANHOLE
COMP. FILE
X02- 05920040.dwg
1730 Varsity Drive, Suite 500
FOR
SHEET
1 OF 1
SS \
Phone- (919)233 -8091, Fox- (919)233 -8031
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http• / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I
SS
/
�i
�i
�i
'� / PROPOSED
COR SEWER
EASEMENT
WETLAND 448
i
i
i
i
i
/
"N'
`MH #116,/ j ' / / EXISTING
\ % PROPERTY
\ / ' PROPOSED LINE (TYP )
SEWER A
/ ALIGNMENT
-AREA 20 �i \ / EXISTING \ \'
PARALLEL IMPACT,- SEWER
(SEE EXHIBIT 42< \� EXISTING LINE
\ EASEMENT
TEMP IMPACT
AREA
EXISTING
CDR SEWER
EASEMENT , EXISTING
PROPERTY
LINE (TYP )
WETLAND
IMPACT
'WETLAND #'
44B
®
SQ FT
PERMANENT
0
TEMP.(PROP ESMT)'
139
TEMP (EX ESMT.)
559
TEMP.(TOTAL)
698
ESMT = SEWER EASEMENT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN US SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" _ =50' _
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS 0 25 50 100 .150
♦
LEGEND
` -
TEMP WETLAND IMPACT
®
TEMP ZONE 1 IMPACT
t?
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
Q
SANITARY SEWER
MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" _ =50' _
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS 0 25 50 100 .150
♦
WETLAND DELINEATION SURVEY
PROJECT j1 :
00592 -0040
OF
!PROD. SVYR
RLL
v
�
� DRAWN BY :
RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK.
COMP. FILE
X02- 05920040.dwg
1730 Varsity Drive, Suite 500
FOR
SHEET
1 OF 1
Raleigh, North Carolina 27606
Phone- (919)233 -8091, Fox- (919)233 -8031
CITY OF RALEIGH
C -0342
DATE. SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http• / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I
DWG. # :
R 1 1.2.050

I. ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
�WERE PE VRMEFROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE CREEK
AREA 21
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
STREAM
IMPACT
SO FT
SO FT
WIDTH
LENGTH_
PERM:PROP ESMT
0
0
0
0
PERM. EX ESMT
0
0
0
0
PERM. TOTAL
0
0
0
-
TEMP.(PROP. ESMT)
2736
5464
0
0
TEMP'(EX ESMT)
314
447
0
0
TEMP.(TOTAL)
3050
5911
0
0
ESMT = SEWER EASEMENT
EXISTING /
PROPERTY
LINE (TYP )
ROPOSED
COR SEWER
EASEMENT
r f
00
'00 00
D yeti
00
O
/ # H /AIRR'� Y
/
V R /
EXHIBIT 44 cASS�TfR
- PL
CRA87REE,CREEK SITE
NO -
`,�,,,•��,�� C
A, (N (Nq
oF,ES ro
01) J = TRANSYLVANIA- AVE,' �Z2 9SS w
SEAL - �° a
L -3759
VICINITY MAP
suR�� �.�� (NOT TO SCALE)
\ \ RSED
COOPOR SEWER
EASEMENT
20' WATERLINE -'_Y`/ \ ♦�\
EASEMENT \ \ \ \ ♦ \
♦ Mkt #RE1 \
01T
• AWIN
4-q* 1
EXISTI G
COR SEWER ,d
EASEMENT
Z,
.r
J�Oi••i• O:
-----------
V 1 -- rr�vrva�v
X1189 a� OG�O�CO �F COR SEWER
/ �- EASEMENT
r. MH #118 � `XISTIN
�F 2 COR SEWS
/ ;EASEMENTT
a
1` T
1 EXISTING
SEWER
LINE
EXISTING
sEWE
LINE ,
PROPOSED
SEWER
ALIGNMENT
EXISTING
COR SEWER
EASEMENT
NE
� k
J X
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE CREEK
CROSSING 8
ZONE 1
(PERPEND.)
ZONE 2
(PERPEND.)
STREAM
IMPACT
SO FT
SO FT
WIDTH
LENGTH
PERM. PROP. ESMT
0
0
0
0
PERM. (EX ESMT
0
0
0
0
PERM. TOTAL
0
0
-
0
TEMP,(PROP ESMT),
2703
1823
109
31
TEMP:(EX ESMT)
1150
789
106
31
TEMP.(TOTAL
- 3853 _
_ _ 2612
-
62
""nyY7A ESMT =SEWER EASEMENT LEGEND
EXISTING ® TEMP ZONE 1 IMPACT
PROPERTY
TEMP ZONE 2 IMPACT
TEMP STREAM IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET. COR CITY OF RALEIGH
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED R/W RIGHT OF WAY
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN W WETLAND FLAG
NCGS MONUMENT, "WYATT"' NC GRID COORDINATES OF N 748754.69 FEET, E 2113904 26 FEET S STREAM FLAG
(NAD 83— NSRS -07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" =50'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS - -
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS 0 25 50 100 150
♦ WETLAND DELINEATION SURVEY PROJECT �! : 00592 -0040
v OF PROD. SVYR : RLL
V � DRAWN BY : RLL
v CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK. -
1730 Varsity Drive, Suite 500 COMP. FILE : VE02- 0592001Qdog
Y FOR SHEET # 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE- 1' = 20'
Internet Site http• / /www mckimcreed com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA OWG_# R.1 12.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS
47 -30 AND IS NOT INTENDED FOR RECORDATION DATES OF
EXHIBIT 45
S -UWERE PRFD FROM JUNE 2010 TO AUGUST 2010. SITE
0
ROBIN L LEE, PLS L -3759 DATE n' CRABTREE CREEK
11111111 Ill'' � J
C A R G�' o
g �� E5 �� I HERTFORD ST
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 22
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
_SO FT
SQ FT
SQ FT
PERMANENT
0
0
TEMP (PROP ESMT)
0
1877
TEMP.(EX ESMT)
15700
22061
TEMP.(TOTAL)
15700
23938
2� Q LSCALE),
``'' SEAL y ��y9p W a L -3759 �� tp �' SURN�, J VICINIP -,pe (NOT T
fi
I
WETLAND
IMPACT
WETLAND #
44
MM4 -1
_SO FT
PERMANENT
0
TEMP (PROP ESMT)
770
TEMP (EX. ESMT)
531
TEMP.(TOTAL)
1301
A III I
it I 4
PROP RrTY-
I LINE (TYP )
I ZONE 1
1
ZONE 2 .
ESMT = SEWER EASEMENT ' I
�� � I � - WETLAND, 44
TEMP IMPACT
AREA
I ;� 1 I III
WETLAIID & STREAM FLAG TABLE
FLAG f
NORTHING
EASING
MM4 -1
757373.54
217213210
W44-2
757359.85
210213168
W44-3
75734135
210212691,
W44-4
75728181
2102137.13
W44-5
75728481_
210214138
W44-6
757221.99
2102150.07
W44-7
757188.24
2102145.72
W44-8
757125.87
2102137 42 ,
W44-96 '
75712703
2102140 04
W44-97 ,
757226.63
210215764
W44-98
757277.25
2102182.03
W44-90
757288.95
2102174.99
W44 -100
757361.50_
210MOPff
I
I /
I I III I
J�6
PROPOSED
SEWER
I I I ALIGNMENT "
ITl N` 4
I Z4 � I I H #120 AREA 22 }
\t m II
EXISTING
SEWER
EASEMENT /
I I \ PROPOSED
EXISTI COR SEWER
I I I POWER ��' l�y� \ EASEMENT
�\ EASEMEN
I I I
' \
I I I
I# \ EXISTING
# SEWER
I �EASEME
I I \ LEGEND
` TEMP ZONE 1 IMPACT
��
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET TEMP ZONE 2 IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED TEMP WETLAND IMPAC
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET COR CITY OF RALEIGH
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE R/W RIGHT OF WAY
STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07) W WETLAND FLAG
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS S STREAM FLAG
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1 =SOS ® SANITARY
LOCALIZATION WAS 0 99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 150
♦ WETLAND DELINEATION SURVEY I PROJECT # : 00592 -0040
OF PROD. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK .
1730 Varsity r1ve, Suite 500 COMP. FILE : VM02- 05920D40.dwg
Y FOR SHEET # : 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone] CITY OF RALEIGH
C -0342
DATE- SEPTEMBER 16, 2010 SCALE- 1' = 40'
Internet Site http / /www.mckimcreed.com RALEIGH TOWNSHIP WAKE COUNTY NORTH_ CAROLINA DWG. # R.1.1 2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY FORM FROM JUNE 2010 TO AUGUST 2010
/,9-9-111
R BIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 22
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
OF
SQ FT
SQ FT
PERMANENT
0
0
TEMP (PROP. ESMT)
0
1877
TEMP (EX ESMT)
15700
22061
TEMP (TOTAL)
15700
23938
ESMT = SEWER EASEMENT
PROPOSED
COR SEWER
EASEMENT
X
l a2o'y s ,>.
-EXISTING
SEWER
\SEME
AREA 22
ZONE 2
20'
EXHIBIT 46
SITE
0 CRAB
TREE TREE CREEK
CAR p,,'',,, cam. ° .
HERTFORD ST
2 Q yam, s r- r
SEAL = 'P� 11�16 U
L -3759
.,�9Na SURN�yo J VICINITY MAP
OB�N (NOT TO SCALE)
EXISTING
/ PROPERTY
LINE (TYP )
21
0&
u�
- PROPOSED
♦
COR SEWER
PROJECT 111 00592 -0040
EASEMENT
OF
141
?p�6g4y
r-PROPOSED
+ ?0' {0
�,,�r, ?, 9
p S
SEWER
a 0" yr�
ALIGNMENT
S°
EXISTING
PROPERTY
LINE (TYP )
Ai
4 / /
Y h4DI
XISTING
'ROPERTY
INE (TYP.)
EASEMENT ROPOSED co
SEWER
ALIGNMENT r I
COR SEWE '
EASEM NT
!e ZONE 2�'4�ts>?�o'�is �sQ
ZONE 1 -
EXISTING
SEWER
EASEMENT
• 0 Z0Z0 l0 Z0 Z0 0 i 0 0 -
/
7P / _1"
_T -
/
EXISTING
PROPERTY /I
LINE (TYP.)
-/
A
r
LEGEND
® TEMP ZONE 1 IMPACT
NTM` TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET COR CITY OF RALEIGH
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED R/W RIGHT OF WAY
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN W WETLAND FLAG
NCGS MONUMENT, WYATT° NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
S STREAM FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 099991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
/1
0 25 50 100 150,
♦
WETLAND DELINEATION SURVEY
PROJECT 111 00592 -0040
OF
PROJ. SVYR RLL
DRAWN BY : RLL
4e�
C CREEK SANITARY SEWER INTERCEPTOR
FIELD BK
COMP .
1730 Varsity Drive, Suite 500
FOR
SHEETL� : OFF11920040Arg
Raleigh, North Carolina 27606
Phone. [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http- / /www mekimcreed -corn
RALEIGH TOWNSHIP WAKE _COUNTY__ _ -- NORTH CAROLINA
DWG # R.1.12050 _

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO GS
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
S Y RE P FORMEJA FROM JUNE 2010 TO AUGUST 2010
ROBIN L. LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER IMPACTS
CRABTREE CREEK
AREA 22
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
WIDTH
SQ FT
SQ FT
PERMANENT
0
0
TEMP.(PROP ESMT)
0
1877
TEMP (EX ESMT)
15700
22061
TEMP.(TOTAL)
15700
23938
ESMT = SEWER EASEMENT .
j� -off
I_
EXHIBIT 47
CAR N S sSEAL 9p
L -3759 = 0� ,
9-U R%`l
STREAM IMPACTS
STREAM 5 _
STREAM 5
IMPACT_
EAS1NC
WIDTH
LENGTH,
TEMP. PROP ESMT.
8
30
TEMP E_X ESMT.
_ 10 _
61
TEMP. TOTAL
-
91
TING EXISTING
EVENT LINEOPT PY
X.21s. AREA 22
PROPOSED
a A. SEWER
ALIGNMENT
ZONE 2
ZONE 1
V V V
/ EXISTING
/ /'SEWER
EASEMENT
EX MH /
RIM =21572
--- LINV IN -204 77
'N V OUT 204 62
/
9 • O • O • • • 41
WETLAND & STREAM FLAG TABLE -
WETLAND DELINEATION SURVEY
EAS1NC
798218.56
2101521.97
p5ZNORTHING
758235 78
2101549 48
4�wfam&CREMCRABTREE
758219.71
2101574.78
S51L-6
758218.55
2101587 87 _
S51L-7
75822213
2101595.70
S5L -8
758228.78
210180119
S5L -9
756239 45
2101607.32 ,
S5R -1
758214.81
2101528.43
S5R -2
758229.98
2101551.44
S5R -3
75623231
210156143
S5R -4
758214.81_
2101568.04_
S5R -7
75822104
2101803.08
S5R -8
758734.91
2101617.07
SFL -4
1 756228.44
2101570.27
SR5 -8
1 758209.23
2101585.57
SITE
Y D
'0
m
ca -
�-l` U
�P -
�)��' HERS
P VICINITY MAP OR T
(NOT TO SCALE)
1a1wu1uuau, �
371wm S NOT
SUBJECT TO BLWF1:RS
ALLEGHANY DR
- _PROPOSED c H
COR SEWER R /u =21JJ6
EASEMENT IN,VIN =209m
INV OUT-209 51,
/ MH
/
_MH #124
EW:
STRE,41Gr5
IMPACT
MH I
CSTREAM 5 ! sst-s 2 1
ONE ?
EX MH
RIM =21414 2�E
INV IN =204 99 (36 RCP)
1NV11V= 20719(8 PVC)
INV OUT 204 89,
T
i
I, LEGEND
® TEMP ZONE 1 IMPACT
NOM& i} TEMP ZONE 2 IMPACT
1 ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET TEMP STREAM IMPACT
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED - COR' CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN R/W RIGHT OF WAY
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904.26 FEET W WETLAND FLAG
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07) ® SANTARE SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499 THE HORIZONTAL POSITION ACCURACY = 0 009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25i 50 100 150
WETLAND DELINEATION SURVEY
PROJECT /i : 00592 -0040
4f-
OF
PDRELD
BY : RLL
4�wfam&CREMCRABTREE
CREEK SANITARY SEWER INTERCEPTOR
FIELD BK.
COMP. FILE : VM02- 05920040.d11g
1730 Varsity Drive, Suite 500
Y
FOR
SHEET III : 1 OF 1
Raleigh, North Carolina 27606
Phone- (919)233 -8091, Fax [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1' = 50!
Internet Site http / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. III : R.1.12050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURVEY WERE P FORM FROM JUNE 2010 TO AUGUST 2010
ak- /D-i- /Z/
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 23
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
OF
SQ FT
SID FT
PERMANENT
0 J
0
TEMP (PROP ESMT)
0
975
TEMP.(EX ESMT)
2370
1839
TEMP.(TOTAL)
2370
2814
ESMT = SEWER EASEMENT
y�
m�
o'F
�o
�J
EXISTING
PROPERTY
LINE (TYP )
ALLEGHANY DR
-,YWIBIT •
CA
2 SEAL
L -3759 _ 0J
SURN�y���4o� J
- -L
EXI STI N G
PROPOSED PROPERTY
COR SEWER LINE (TYP )
EASEMENT
TPROPOSED
SEWER
_ ALIGNMENT
1
EXISTING SEWER)
1tP a
RlM =215 47' '1
ITE
�P
�o
VICINITY MAP_
TOT TO SCALE)
MICRO - TUNNEL
LIMITS OF MICRO- TUNNEL
DISTURBANCE
= t.rsn
EXISTING
PROPERTY
LINE (TYP.)
u,oweq,.o
new sa,
1 W
I �
U
W
LL
Q
�r
V 0--7.-MIN
� � ° � •7.1� , i�':� YaL•.t. .���� :iii
Y
• • • • • •-•_•I!i
LAREA 23
-J I
- J LEGEND
TEMP ZONE 1 IMPACT
NOTES* {} {? TEMP ZONE 2 IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED COW CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN RW RIGHT WAY
W WETLAND
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754.69 FEET, E 2113904.26 FEET W FLAG
S STREAM FLAG
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE S SANITARY SEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07) MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 099991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
.I
Z.�
0 25 50 - - "100 - 1,50
WETLAND DELINEATION SURVEY
59
IPROJ. CT RLL2 -0040
OF
v�
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK
COMP. FI VWI1 2001Qdwg
1730 Varsity Drive, Suite 500
FOR
SHPEETLE
OF
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone]
CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http / /www mckimcreed com
RALEIGH TOWNSHIP — _WAKE COUNTY NORTH CAROLINA
DWG. # • R 1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
S Y RE PE RME OM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 24
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
TEMP ZONE 2 IMPACT
SQ FT
SQ FT
PERMANENT
0
0
TEMP (PROP ESMT)
339
8015
TEMP.(EX. ESMT.)
12071
2706
TEMP.(TOTAL)
12410
107
ESMT = SEWER EASEMENT - X
EXISTING /
PROPERTY
LINE (TYP )
g.
a
Z
M
EXHIBIT 49
`````ppy511U111rrrpy�'
lip
ES Ipyq
Q -�y sprti
SEAL �Q
L -3759 O� d,
<9yO S U RN�yo��
QI
YA
TE
o
�77ECREEK
VICINITY MAP
IOT TO SCALE) i
rnunmm�tau I
21 I
EXISTING
PROPERTY
LINE (TYP.)
ALLEGHANY DRIVE` _
E.Zl0.•R
EXISTING
PROPERTY
LINE (TYP )
I ROPOSED
SEWER
ALIGNMENT
EXISTING
PROPERTY
AREA 24 LINE (TYP )
MICRO-TUNNEL STIR TI —M
ON UC ON m
PROPERTY
LIMITS OF PROPOSED LINE (TYP
DISTURBANCE
COR SEWER
EASEMENT
AMU
JNT,
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT" NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
AREA 24
?OP OF BAWL
CRABMM CRM
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50•
LOCALIZATION WAS 0.99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
LEGEND
100
TEMP ZONE 1 IMPACT
46
TEMP ZONE 2 IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
SANITARY SEWER
DRAWN BY :
MANHOLE
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50•
LOCALIZATION WAS 0.99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4 WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50,
100
150
46
WETLAND DELINEATION SURVEY
PROJECT
00592 -0040
OF
PROJ SVYR
RLL
V
�
DRAWN BY :
RLL
V
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK
COMP. FILE
VW102- 05920040.69
1730 Varsity Drive, Suite 500
FOR
SHEET 111.
1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax [phone]
CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE 1' = 50'
Internet Site http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG.
R.1.1.2.050

I, ROBIN L LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO GS
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SU.1RVEY WER77 FROM JUNE 2010 TO AUGUST 2010
_ /4' g
R BIN L LEE, PLS L -3759 DATE
NEUSE RIVER
BUFFER
CRABTREE CREEK
AREA 24
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
SQ FT
SQ FT
PERMANENT
0
0
TEMP (PROP ESMT)
339
8015
TEMP (EX. ESMT.)
12071
2706
TEMP. TOTAL
12410
10721
ESMT = SEWER EASEMENT
EXISTING
PROPERTY
LINE (TYP )
EXHIBIT 50
\`N0��auu n u wrrrrr'���o
A
OQ`�QpFEC
2 � S E AL ! 9'
L -3759
<9yo 'S U
�r�unrmumiva��``
ALLEGHANY DRIVE
. PROPOSED
�COR SEWER
EA
#1
_mE zq�
m
D a; F
n
X wvy -xaeo
� � 'wourLmao
*SITE
YADKIN DR.
CRABTREE CREEK
o
a:
J
HERTFORD ST
VICINITY MAP _
'�
(NOT TO SCALE) - ;
SEWER
EXISTING ALIGNMENT
SEWER
- LINE �
^'� -n
. wkarParr :w y
(-EXISTING
SEWER
LINE
'0 \ '�
_ -
-- MH #1
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATT' NC GRID COORDINATES OF N 748754.69 FEET. E 2113904.26 FEET
(NAD 83— NSRS -07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
I
LEGEND
® TEMP ZONE 1 IMPACT
i} TEMP ZONE 2 IMPACT
COR CITY OF RALEIGH
R/W RIGHT OF WAY
W WETLAND FLAG
S STREAM FLAG
® SANITARY SEWER
MANHOLE
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50 100 - -1'50
♦ - - WETLAND DELINEATION SURVEY PROJECT # 00592 -0040
V � OF 1 PROD. N B RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR'' DFl BK : RLL
1730 Varsity rive, Suite 500 COMP. FILE : VM02- 05920D40.4wg
Y FOR SHEET # : 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http- / /www mckimcreed com RALEIGH TOWNSHIP WAKE COUNTY_ - NORTH CAROLINA DWG. # : R 1 12.050
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50 100 - -1'50
♦ - - WETLAND DELINEATION SURVEY PROJECT # 00592 -0040
V � OF 1 PROD. N B RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR'' DFl BK : RLL
1730 Varsity rive, Suite 500 COMP. FILE : VM02- 05920D40.4wg
Y FOR SHEET # : 1 OF 1
Raleigh, North Carolina 27606
Phone. [phone], Fax: [phone] CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE: 1' = 50'
Internet Site http- / /www mckimcreed com RALEIGH TOWNSHIP WAKE COUNTY_ - NORTH CAROLINA DWG. # : R 1 12.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBIT 51
UNDER MY SUPERVISION, THIS MAP DOES NOT CONFORM TO G.S.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURVEY Y4ERE PE FORMED FROM JUNE 2010 TO AUGUST �2- /4/
'•-- 1-
RBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
STREAM S2
ZONE 1
(PERPEND)
ZONE 2
(PERPEND.)
STREAM
IMPACT
SQ FT
SQ FT
SQ FT
WIDTH
LENGTH'
TEMP (PROP ESMT)
3208
2707
22
51
TEMP (EX ESMT)
1216
1165
17
20
TEMP (TOTAL)'
4424
3872
1 —
71
ESMT = SEWER EASEMENT
WETLAND
IMPACT
WETLAND #
4
SEAL
SQ FT
PERMANENT
0
TEMP (PROP. ESMT.)
2094
TEMP (EX ESMT.)
173
TEMP.(TOTAL)
2267
PROPOSED
COR SEWER
EASEMENT
rr�nnunuuaa
ALLEGI DRIVE
* SEE SHEET 2
FOR WETLAND AND \.
STREAM FLAG TABLE
PROPOSED STREAM 2
SEWER TEMP IMPACT Al
ALIGNMENT WETLAND 4 AREA -
TEMP. IMPACT TLAND 3 AREA TEMP IMPAC AREA �STR
IMPACT
2
ZONE 1
(PARALLEL)
SEAL
SQ FT
L -3759
O�
S U RN�y������``
v`
0
TEMP (PROP ESMT)
4339
0
rr�nnunuuaa
ALLEGI DRIVE
* SEE SHEET 2
FOR WETLAND AND \.
STREAM FLAG TABLE
PROPOSED STREAM 2
SEWER TEMP IMPACT Al
ALIGNMENT WETLAND 4 AREA -
TEMP. IMPACT TLAND 3 AREA TEMP IMPAC AREA �STR
0000
00001
NEUSE RIVER BUFFER IMPACTS
IMPACT
CRABTREE CREEK
AREA 25A
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
SQ FT
SQ FT
SQ FT
PERM. TOTAL
0
0
TEMP (PROP ESMT)
4339
0
TEMP (EX ESMT)
0
0
TEMP.(TOTAL)
4339
1 0
TEMP.(EX. ESMT)___
___ 1819__ _
2788
\
K,
TEMR(TOTAL•)1
O O
3199
0
0
0'
Raleigh, North Carolina 27606
Phone- (919)233 -8091, Fax [phone]
CITY OF RALEIGH
0000
00001
NEUSE RIVER BUFFER IMPACTS
IMPACT
CRABTREE CREEK
AREA 25A
ZONE 1
(PARALLEL)
ZONE 2
(PARALLEL)
SQ FT
SQ FT
SQ FT
PERM. TOTAL
0
0
TEMP (PROP ESMT)
4339
0
TEMP (EX ESMT)
0
0
TEMP.(TOTAL)
4339
1 0
WETLAND
IMPACT
WETLAND #
3
STREAM
IMPACT
SQ FT
PERMANENT
0
TEMP'(PROP ESMT)
14
TEMP (EX ESMT)
0--
TEMP.(TOTAL)
14
440 OUTER LOOP _ .I
SITE
VICINITY MAP
IOT TO SCALE
WETLAND
IMPACT
WETLAND #
2
STREAM
IMPACT
SQ FT
PERMANENT
—
TEMP (PROP ESMT.)
2394_ _
TEMP (EX - ESMT.)
3094
TEMP.(TOTAL)
_5488
NEUSE RIVER BUFFER AND STREAM IMPACTS
' CRABTREE CREEK
AREA 25
ZONE 1
(PARALLEL)
i,ZONE 2
(PARALLEL)
STREAM
IMPACT
PROJECT f •
SQ FT
SQ_ FT_
WIDTH
LENGTH
PERM. TOTAL
0
0
0
—
TEMP (PROP, ESMT.)
1872
1 411
0
0
TEMP.(EX. ESMT)___
___ 1819__ _
2788
0
0 _
TEMR(TOTAL•)1
3691
3199
0
0
1 ,-mss
MICRO- TUNNEL
371_ Xt. # #p# LIMITS OF
# DISTURBANCE
•�� 'ry # WETLAND 2
�i. TEMP IMPACT
��,• r AREA
. . . ,J
• MH X131
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• I M. - :. -...: TEMP STREAM IMPACT
1 . ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET COR CITY OF RALEIGH
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN • OF
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN W WETLAND FLAG
NCGS MONUMENT, "WYAT-r' NC GRID COORDINATES OF N 748754 69 FEET. E 2113904 26 FEET S STREAM FLAG
• 7) THESE GRID COORDINATES
STATION) • •D • MANHOLE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY THE COMBINED FACTOR USED FOR SCALE: 1" =50'
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50
100 150,
.
WETLAND DELINEATION SURVEY
PROJECT f •
00592 -0040
OF
PDRAWN
V
BY :
RILL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
FIELD BK
,
COMP. FILE
WY102- 05920040.dwg
1730 Varsity Drive, Suite 500
Y
FOR
SHEET f
1 OF 2
Raleigh, North Carolina 27606
Phone- (919)233 -8091, Fax [phone]
CITY OF RALEIGH
C -0342
DATE SEPTEMBER 16, 2010 SCALE: 1• = 50'
Internet Site. http: / /www mckimcreed com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWOG.J :
R.1.1.2.050

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47 -30, AND IS NOT INTENDED FOR RECORDATION DATES OF
SURYLY WERE P FORM FROM JUNE 2010 TO AUGUST 2010
A
ROBIN L. LEE, PLS L- 3759 DATE
EXHIBIT 51
CAR
= SEAL y
L -3759
{9y�
Su
ldrrr111I111111N11\ ,
* SEE SHEET 1
FOR PLAN VIEW
WETLAND & STREAM FLAG TABLE
FUG !
NORTHING
EASRNG
S21 -1
759466.29
2100119.51
S2L -2
75946141
2100126.10
S2L -3
759464.46
210014246
S21L-4
759470.06
2100142.94
S21L-5
759469.91
2100147.34
521 -6
759486.68
2100147.17
-7
759454.59
2100174.70
S21 -8
j
759454.21
2100211.68
32L -9
759457.53
2100248.74
S2L -10
759456.64
2100270.65
S2L -11
759474.31
2100293.27
S2L -12
759490.32
2100398.13
S2R -1
759484.59
2100113.35
S2R -2
759449 02
2100128.41
S2R-3
759445.02
2100175.14
S2R -4
759447 83
210021262
S2R-5
759484.12
2100249 47
S2R-8
759456.46
M00282.55
S2R -7
759486 53
210032297
W3-1
759463.28
2100146.63
V0-2
75947289
2100146.12
W3-3
759486.26
2100161.05
W4-1
- 759394.71
_2100190.29
W4-2
80
2100196.52_
W4-3
.00
2100226.64
W4-4
25
210023500
W4-5
.38
210025219
W4-8
.05
2100256.85
W4-7
E759426.55
.55
210028295
W4-8
.35
2100259 26
� W4-9
.17
2100256.21
W4- /0
433
2100279.40
W4-21
6.58
2100270.91
W4-22
73934'&96
2100289.61
Wh23
75933678
2100220 02
W4-24
759373.52
2100165.90
le
WETLAND & STREAM FUG TABLE
FLAG j
NORTHING
EASTING
112-1
759800.33
+ 2100(k&21-
11112-2
759561.05
21001351.55
W2 -3
759589.97
2100061.98
W2 -4
75958238
2100D75.13
11112 -5
759535.10
2100080 92 ,
W2 -6
759524.87
2100110.81 ,
442 -7
75953272
2100130.401
1112-8
759534.43
2100150.30
112 -9
759532.88
2100178.85
W2 -10
1 759540.80
2100193.92
W2-11
759544.12
2100167.10
W2 -12
759551.88
2100151.87
W2 -13
759567.12
2100164.98
W2 -14
759579.23
2100183.40
W2 -1 S
759605 67
210017343
_W2 -16_
_759634.12
2100158.45'
W2 -17
75983298
2100135.12
W2-18
75963503
2100114.42
11112 -19
75983282
2100064.74
92 -20
759623.03
2100070.08
1112 -21
759606 73
2100094.64
N2 -22
759596.64
210005414
W2 -23
759595.54
2100058.27
NO1T. -
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT. "WYATT' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83- NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0 99991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
SI TE
VICINITY MAP
IOT TO 'SCALI
.
WETLAND DELINEATION SURVEY
PROJECT # :
00592 -0040
OF
PROD.
RLL
v
�
N B
DFIELDD
RLL
V
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
BK.
P. FILE
COSHEET
2004Qd11g
�2
1730 Varsity Drive, Suite 500
FOR
OF
Raleigh, North Carolina 27606
Phone [phone], Fax. [phone]
CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE: 1" = 50'
Internet Site http / /www mdumcreed.com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG.
R.1 1.2050
► +W1

I, ROBIN L. LEE, PLS L -3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G S
47 -30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
!V WE! Z FORM FROM JUNE 2010 TO AUGUST 2010
ROBIN L LEE, PLS L -3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE CREEK
CROSSING 9
ZONE 1
PERPEND
ZONE 2
PERPEND
STREAM
IMPACT
STREAM
IMPACT
SQ FT
SQ FT
WIDTH
LENGTH
PERMANENT
0
0
0
0
TEMP.(PROP ESMT)
2749
1203
79
60
TEMP.(EX ESMT)
860
1193
0
0-
TEMP.(TOTAL)
3609
2396
—
60
ESMT = SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM
IMPACTS
CRABTREE CREEK
AREA 25
ZONE 1
(PARALLEL)
'ZONE 2
(PARALLEL)
STREAM
IMPACT
SQ FT
SQ FT
SQ FT
WIDTH_
LENGTH_
PERM. TOTAL
0
0
0
—
TEMP.(PROP ESMT)
1872
411 _
_ 0
0
TEMP.(EX ESMT)
1819
2788
0
0
TEMP.(TOTAL Y
3691
3199
0
O_
,zk_
ally
MICRO—TUNNEL-
EXISTING—
SEWER
LINE
-ZONE 2
EXHIBIT 52
SITE
rye
� �FF
C o�Ol' -/ �� O q `ECIO
�f
SEAL p
L -3759
�9tio SUR4��` J VICINITY MAP
(NOT TO SCALI
'�nnnnuuu,u"�a�'
NEUSE RIVER BUFFER IMPACTS
LEGEND
CRABTREE CREEK
AREA 25A
ZONE 1
(PARALLEL)
,ZONE 2
(PARALLEL)
759997.17
SQ FT
SQ FT
PERM. TOTAL '
__0_
- __ 0
TEMP.(PROP ESMT)
4339
0
TEMP (EX ESMT),
0
0
TEMP-(TOTAL)
4339
1 0
AREA
MICRO— TUNNEL
LIMITS OF
DISTURBANCE
EXISTING
COR SEWER
EASEMENJ_
00 CRABTREE CREEK 9
00, EXISTING TEMP IMPACT AREA
_00 I� CRABTREE CREEK
000 O II _-
AREA 25
CONSTRUCTION I
AREA 25A ENTRANCE
(INSIDE R -- ----'� " XSEwER
EXISTING ` I ( LINE
_ = PROPERTY
To z LINE (TYP) t
Ln L m
W :01N��••
000000•�i000
00 0
iii
io •
i
wEIIAND_� 51REAY FLAG TABLE
FLAG /
FLAG
LEGEND
NORTHING
to -1
759997.17
2099519.78
M-2
759980.88
CITY OF RALEIGH
- M -3
759970.88
2099574.54
VA-4
759988.95_
209958288_
-M-5-1
75998221 _
20=2A07
1111-6
780000.42
2089818.24_
1111-7
- 780008.49
X32.92
111-8
7800111.89
20988115.83 _
111 -9
780017.87
2099588.18
WI -10
78001&88
_2090OL17
Mn -11
700000.02
2098553.62
• • •
�i•
ZONE 2
CRABTREE CREEER�
•i1�1 \�Ifllr tRflilliRfi��
CROSSING #9
EXISTING
COR SEWER
LEGEND
EASEMENT
cif
�i
TEMP ZONE 2 IMPACT
PROJ. SVYR RLL
TEMP STREAM IMPACT
ASptjALT
CITY OF RALEIGH
EXISTING
RIGHT OF WAY
SEWER
WETLAND FLAG
LINE
STREAM FLAG
1� ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U S. SURVEY FEET
2 WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "WYATr' NC GRID COORDINATES OF N 748754 69 FEET, E 2113904 26 FEET
(NAD 83— NSRS -07) THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
PROPOSED
COR SEWER
EASEMENT
�— PROPOSED
SEWER
ALIGNMENT
OF WW__
ZONE 1
ZONE 2
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR _ _ _SCALE: V' =50'
LOCALIZATION WAS 099991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS --
0 25 50 100, 150
LEGEND
®
TEMP ZONE 1 IMPACT
�i
TEMP ZONE 2 IMPACT
PROJ. SVYR RLL
TEMP STREAM IMPACT
COR
CITY OF RALEIGH
R/W
RIGHT OF WAY
W
WETLAND FLAG
S
STREAM FLAG
®
SANITARY SEWER
SHEET # 1 OF 1
MANHOLE
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR _ _ _SCALE: V' =50'
LOCALIZATION WAS 099991499 THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS --
0 25 50 100, 150
♦
WETLAND DELINEATION SURVEY
PROJECT # 00592 -0040
OF
PROJ. SVYR RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR;
FIELD BK
'COMP. FILE . VW102- 05120040.dwg
1730 Varsity rive, Suite 500
FOR
SHEET # 1 OF 1
Raleigh, North Carolina 27606
Phone [phone], Fox. (919)233 -8031
CITY OF RALEIGH
C -0342
DATE: SEPTEMBER 16, 2010 SCALE. 1' = 20'
Internet Site http / /www mckimcreed.com
Y
RALEIGH TOWNSHIP WAKE COUNT NORTH CAROLINA
DWG. R.1.1 2 050