20140874 Ver 1_401 Application_20140813

20
0
Environmental Consultants,
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
Re: Cedar Lakes - Tracts 1, 2 & 3
Rolesville, Wake County, NC
5 • Phone: [phone]
AID
August 13, 2014
S &EC Project # 6892.P3
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins - -- •
Archdale Building — 9 «' Flo D O V D
512 North Salisbury Street
D
Raleigh, NC 27604 �
FAUG I 3 2014 I
- WATER QUALITY
On behalf of the applicant, Lennar Carolinas, LLC (Attn: Patricia E. Hanchette) please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities proposed
below may proceed under Nationwide Permit 29 and Water Quality Certification 3890. Please contact me
at (919) 846 -5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Cedar Lakes - Tracts 1, 2 & 3
Project Type
Residential Development
Owner / Applicant
Lennar Carolinas, LLC
County
Wake
Nearest Town
Rolesville
Waterbody Name
Hams Creek
Basin
Neuse
Index Number
27 -26
Class
C; NSW
IMPACT SUMMARY
Stream Impact (acres):
0.011
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.011
Total Stream Impact (linear feet):
137
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map & NRCS Soil Survey Map
DWQ Buffer Determination (NBRRO #07 -0081)
401 Approval (DWQ Project # 04 -0026)
401 Approval (DWQ EXP No. 07 -0081 v2)
Town of Rolesville letter -07 -16-07
Report of Subsurface Exploration —gore
Impact Maps -Panel 1 -3
Construction Drawings (includes Existing Conditions)
Cedar Ridge S/D ConSpan Details- sheets C /S1- C /S4
DWR ONLY:
Stormwater Management Plan
$240 Application Fee

0
o�-F
F N A L44c G
bunt
olqi�-c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
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 for Corps Permit:
❑ Yes ® 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:
Cedar Lakes - Tracts 1, 2 & 3
2b.
County:
Wake
2c.
Nearest municipality / town:
Rolesville
2d.
Subdivision name:
Cedar Lakes
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a. Name(s) on Recorded Deed:
Cedar Lakes fl, LL a North Carolina Limited Liability Co.
3b.
Deed Book and Page No.
D. B. 12960; Pg. 286
3c.
Responsible Party (for LLC if
applicable):
Patricia E. Hanchette, VP
3d.
Street address:
909 Aviation Parkway, Ste. 700
3e.
City, state, zip:
Morrisville, NC 27560
3f.
Telephone no.:
919- 337 -9444
3g.
Fax no.:
N/A
3h. Email address: j
N/A
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a Applicant is
❑ Agent '® Other, specify, Owner - please send con'espondence,,to Agent and
copy both owner and applicant
4b. Name
Patricia_ E. Hanchette, VP
4c. Business name
(if applicable)-
Lennar Carolinas, LLC
4d Street,address:
909 Aviation Parkway, Ste 700
4e. City, state,,zip:
Morrisville, NC 27560
4f Telephone no :
919 - 337 -9444
4g. Fax no::
N/A
4h. Email address
N/A
5. AgentlConsultant- Information (if'applicable)
5a. Name.
Deborah Edwards Shirley
5b. Busmess,name
(if applicable):
Soil & Environmental Consultants, PA
5c Street address-
11010 Raven Ridge Road
5d. City, state, zip-
Raleigh, NC,27614
5e. Telephone no
919 - 846 -5900
5f. Fax no..
919 - 846 -9467
5g. Email address.
DSh►rley @SandEC.com
Page 2 of 14

B. Project Information and Prior Project History
1. 'Property Identification
1a Property identification no -(tax PIN or parcel ID):
Parcel ID. 1768 -07 -3234
1 b. Site coordinates (in decimal degrees)
Latitude:- 35.9131 Longitude: - 78.4548
(DD DDDDDD) ( -DD DDDDDD)
1c. Property size-
t 66.27'
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Harns Creek 27 -26
proposed project.
2b. Water Quality Classification of nearest receiving water
C, ,NSW
2c River basin
Neuse 03- 04 -02, Hydrologic Unit Code 03020201
3. Project Description
3a Descnbe•the existing conditions on the site and the general land use in the vicinity of the project at the time of this
;application. Existing, conditions consist of forested land with pond and with utility easements. The general land use in the
vicinity of the project is a mix of forested, residential and agricultural
3b. List the total estimated,acreage of all existing wetlands on the property-
Approximately 3.34 acres (including pond)
3c. List the total estimated linear feet of.all existing streams (intermittent and perennial) on the property
Approximately 4,325 linear feet
3d. Explain the purpose of the proposed, project-
The purpose of the proposed project is to provide access the upland portions of the property and to connect,and
complete the existing Virginia Water Dnve in order to construct a residential subdivision.
3e Describe the overall project in ,detail, including the type of'equipment to be used
The overall, project consists of the construction of the roads, residential lots and stormwater BMP's for the Tracts 1,
2 & 3, of the remaming,subdivision Specifically, there are two proposed stream crossings, one of which being an
Arch Span Bridge, and bioretention cells designed to treat,stormwater from the impervious areas. Equipment
typically used for earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or,State been requested or obtained for this property /
®Yes [:1 No El Unknown
project (including all prior phases) in the pasty
Comments
4b Ifthe Corps made the jurisdictional determination, what type
of determination was made?
Comments: A JD package was,submitted,to James
❑ Preliminary ® Final
Lastinger on May 30, 2014. Possible,JD issued in past with
previous permits.
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other
4d If yes, list the dates ofthe Corps judsdictional,determinations or State determinations and attach documentation
USACE -a site visit was conducted with James Lastinger to verifyjunsdictiona/ areas on January 17, 2014; DWR -a site
visit with the,Lia Myott and Cynthia Van Der Male formally with the DWQ was conducted by a previous consultant on
January°16, 2007 The On -site, determination letter, is�attached (EXP#07- 0081).
Page 1of'14
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
5. 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 If yes, explain in detail according to "help file" instructions.
A,401 Water Quality`Certification Approval for General Certification 3374 was issued on February 2, 2004 (DWQ Project
#04- 0026). On August 8, 2007, a 401 Water'Quality Certification Approval for General Certification 3631 was issued
(DWQ EXP No. 07-0081v2). Both submittals were conducted by others. In reviewing the property and,the Approvals, the
utilities °that were approved in 2004 have been, completed however the road crossings of streams that were approved4n
2007 have not been completed. We do not have a copy of a 404 Nationwide Permit venfication(s) or record if they were
Issued
6. Future''Project Plans
6a Is this a phased project?
® Yes ❑ No
6b If yes, explain
Phase I included the property adjacent to E Young Street, utilities permitted and completed at that time. This project
proposes, development to Tracts 1, 2,& 3.
Page 4 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that,apply),
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
'Type of !jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of'impact
Permanent (P-) or
(if known)
DWQ — non -404, other)
(acres)
'Temporary T
W1 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
_
W3 ❑ P ❑ T
El Yes
El Corps
❑Io
El DWQ
2g. Total wetland impacts
2h. Comments -
3: Stream Impacts
If there are perennial orintermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
-3a
3b
3c.
3d
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number = Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ —,non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ( #1) ® P [] T
Road, Crossing-
Culvert &
Harris Creek
® PER
INT
® Corps
[:1 DWQ
3'
137
Dissipater
S2 ❑ P ❑ T
❑'PER
❑Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
[_]'INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
137
31 Comments
Page 5, of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) ,list all open water impacts below,.
4a.
4b
4c
4d.
4e
Open water impact
Name of
number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
_
01 ❑P ❑T
4f: Total open water impacts
4g Comments.
5. Pond or Lake Construction
If+ and or lake construction proposed, the complete the�chart below
5a
5b
5c
5d
5e.
Wetland_ Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
'P2
5f. Total
5g. Comments:
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 ofaconstruction:
Page 6 of 14

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. If any impacts require mitigation, then you, MUST fill out Section D of this form
6a.
®'Neuse ❑ Tar-Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c.
6d
6e
6f
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
61 ( #1) ,® P ❑ T
Road Crossing
Harris Creek
® Nos
8,431
5,485
B2(#2) ® POT
CoriSpan Bridge
Crossing
Harris Creek
❑•Yes
® No
8,330
5,693
Bioretention
❑ Yes
B3(BMP5) ❑P❑ T
Conveyance
Harris Creek
® No
336
201
Swale
Bioreterition
❑ Yes
B4(BMP6) ❑P ❑T
Conveyance
Hams Creek
No
319
206
Swale
Bioretention
❑ Yes
B5(BMP7) ❑P ❑T
Conveyance
Harris Creek
® No
351
256
Swale
Bioretention
❑ Yes
66(BMP8) ❑P ❑T
Conveyance
Harris Creek
® No
3,18
214
Swale
Bioretention
❑ Yes
B7(BMP9) ❑P ❑T
Conveyance
Harris Creek
® No
373
1,986
Swale
Bioretention
El es
B8(BMP10) ❑P ❑T
Conveyance
Hams Creek
® No
3,12,
200
Swale
6h. Total buffer impacts
18,770
14,241
61: Comments
Page 7 of 14

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
S &EC completed a wetland delineation and Neuse River�Buffer evaluation for the entire property in order to identify
natural resources so that impacts could be avoided &,minimized to the maximum extent practicable Impact area
#1 is a proposed road crossing necessary to access the uplands from the existing Virginia Waters Dnve.road stub
The road crossing was designed at a near perpendicularangle and is,proposing headwalls and, wing -wall to
minimize impacts to the stream and riparian buffers. Impact Area #2 is necessary for a connection to an existing
subdivision and the Virginia Waters Drive road stub that is located just to the west of the stream that = bounds the
property The Town has reviewed the construction plans and has expressed the need of this interconnectivity °of'the
road for the efficient delivery of,municipal services between -the Village of Rolesville,and Cedar Lakes Subdivision.
See attached letter from the Town dated July'16, 2007. To minimize impacts and to control flood elevations
upstream of the road crossing, this ,western road crossing was designed as a ConSpan bridge system, avoiding
impacts to4he jurisdictional stream. In 2009 the Division of Water Quality passed the Session Law 2009 -478 which
allows the use of "three- sided, open - bottom, or bottomless culverts on private property, .. ", this proposed
ConSpan Bridge 'System,meets the Session Laws 2009 -478 requirements: A Report of'Subsurface Exploration has
been provided and is attached for review. Impacts B3- B10'are riparian buffer impacts1hat,are necessary for the
bioretention area conveyance swa /es that have been designed,throughout the property to treatstormwater, these
swales have been designed to minimize impacts to the riparian buffers
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29. With,
respect to residential developments (NWP 29- Regional,Conditions section 4 0) -the applicant does not anticipate
any impacts to streams dr,wetlands associated with stormwater facilities, there are no impact associated, with
single- family recreation facilities, there are no permanent wetland or stream rills proposed within the
floodway/floodplain and the stream classification for this project is-C, NSW (i e. not Outstanding Resource Waters,
High Quality Waters, Coastal Wetlands or wetland adjacent to these waters)
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Erosion & Sediment Control plan will require measures to protect water quality during construction activities
2. Compensatory Mitigation for,lmpacts to Waters of the U'.S. or Waters of the,State
2a: Does the project require Compensatory Mitigation for
❑ Yes ® -No
impacts 'to Waters of the U.S. or Waters of`the State?
2b. If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
projects
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank
3b Credits Purchased (attach receipt -and letter)
Type {Stream
Quantity
Page 8 of 14
PCN Form - Version 1 3 December 10, 2008 Version

3c Comments.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval;letter from in -lieu fee programlis attached.
❑ Yes
4b. Stream mitigation requested.
0 linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only)
O,square feet
4e. Riparian wetland mitigation requested.
0 acres
4f Non - npanan wetland, mitigation requested.
0 acres
4g Coastal (tidal), wetland mitigation requested,
0 acres
4h. Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan; provide a description of the proposed mitigation,plan
6. Buffer Mitigation (StatwRegulated Riparian Buffer Rules) — required by DWQ
6a. Wdl'the project result in an impact within a, protected riparian buffer that,requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amountW mitigation required
Zone
6c
Reason for,impact
6d.
Total,impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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 fund).
6h Comments
'Page 9 of 14

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one ofthe NC Riparian Buffer Protection Rules?
lb If yes, then is a diffuse flow plan included? If no, explain why.
Comments. The,plamincludes grass bioretention areas,to treat street runoff.
Please see attache&"Stormwater Management Plan Cedar Ridge Tract Subdivision
® Yes ❑ No
& Virginia Waters Drive Roadway Improvements" for details. The applicant
requests that a conditional Approval be is "sued to allow the final - Stormwater
Management Plan Approval be provided once issued by the Certified Municipality
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
22.27%
2b Does this project require a Stormwater Management'Plan?
® Yes ❑ No
2c: If this project DOES NOT require a Stormwater Management Plan, explain why.
2d If this project DOES require a,Stormwater Management Plan, then provide a brief, narrative description of the ;plan
The plan includes grass bloretention areas to treat street runoff Please see attached "Stormwater Management Plan
Cedar Ridge Tract Subdivision & Virginia Waters Dnve Roadway Improvements" for details. The apphcant'requests'that
a conditional 401 Approval be issued allowing them to submit the SMP Approval from Wake County once.received.
® Certified Local Government
2e Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local govemmerift jurisdiction is this project,
Wake County
® Phase II
3b. Which of the following locally - implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply)-
❑, 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
4b Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
Page 10 of 14
PCN Form — Version 1, 3 December 10, 2008 Version

5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 11 of 14 -

F.
Supplementary Information
I.
Environmental Documentation (DWQ Requirement)
la
Does the project mvolve.an expenditure of public (federal /state /local) funds or the
0 Yes ® No
use of public (federal /state) land?
1 b
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
letter.)
❑ Yes ❑ No
Comments -
2.
Violations (DWQ Requirement)
'2a
Is the site immolation 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 26 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 pro /ect (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 description
We have reviewed the "Draft Internal Policy, Cumulative -impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs "document prepared by�the,NC Division of,WaterQuahty on April 10; 2004, version 2.1. The,draft
states that many private developments are,unlike /y to cause cumulative impacts, including projects such as urban in -fill,
most residential subdivisions and small commercial developments as well as agricultural and silo icultura/ operations The
Cedar'Lakes- Tracts 1, 2 & 3 project °is a,res►dential °development. Additionally, the project is4ocated within4he Town of
Ro/esville, therefore the adjacent properties that have potential'for development will have the following regulations
to protect downstream waters 1) the Neuse River Basin Riparian Buffer - Protection regulations, these, regulations
require limited development within the rdariari buffer,area in addition to "diffuse flow "'requirements at a minimum
and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved, 2) the Phase
ll NP,DES'Stormwater Permit Program, this program includes,permitting requirements for,Municipal Separate Storm
Sewer Systems (MS4s) in addition to� post - construction stormwater management requirements We anticipate that
the DWR will advise us if any additional information is needed.
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non- discharge,or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility,
This project °wdl connect to the Cityof,Raleigh Sanitary Sewer,System. The City will ensure that capacity of their
treatment facility will not be exceeded
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

r
C
Page 13 of 14
. Endangered Species and Designated Critical Habitat (Corps Requirement)
❑ Yes ® No
5a. Will this project occur in or near an area with federally protected species or
'Threatened /Endangered Species have
habitat?
been identified within the Rolesville
topographic Quadrangle but not necessarily
in or near this project.
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC- Natural Heritage Programs Data Search was used to search for elemental occurrences of federally protected
species listed within the Rolesville Topographic Quadrangle map. It was determined based on the search that there are three
elemental occurrences that are listed within the Rolesville Quad map. One of the three is listed as Federally Endangered or
Threatened. See table below.
Scientific Common State Federal
�Topo Map
Name Name Status Protection Protection Habitat Commen -
Status Status a
Fusconaia most Atlantic drainages, in lower Piedmont and
masoni Atlantic Pigtoe Current E FSC upper Coastal Plain; also in Black River in
lower Coastal Plain
Alasmidonta Dwarf Tar and Neuse drainages, mainly near Fall Line
heterodon Wedgemussel Current E E
Lasmigona Green Floater Tar, Neuse, Roanoke, and Yadkin /Pee Dee
subviridis Current E FSC systems downstate; New and Watauga
systems in mountains
References: North Carolina Natural Heritage Program Online Database Search [March 18, 2014] DENR, Office of Land and Water
Stewardship, Raleigh, NC. Available at: www.ncnhp.org.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAH Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
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?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. Records
checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No structures were
observed during the wetland evaluation.
Page 13 of 14

8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplamn?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
86 What source(s) did you use to make the floodplam determination? Per project engineer & NC F000dplam Mapping
Program
Deborah E. Shirley
,A,
August 13,
Applicant/Agent's igri ure
2014
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter fro a applicant
is provided )
Date
Page 14 of 14

Name:
Address
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
_��.
Phone: !?A - A S-7 - 9 n
Project Name/ Description: �� 4Z\t".L�. �i S &EC Project #� mYS 2. �'" Z
Date: 1-1)
Zfi
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ,erne �,,- I Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA 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--L-)-day of
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 S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
Q�*Zlh 6. A4dkXV1f% �V
Print Property Owner's Name
cc: Ms. Karen Higgins
NCDENR - DWR
512 N. Salisbury St.
Raleigh, NC 27604
Property Owner's Signature
cc: Ms. Deborah Edwards Shirley
Soil & Environmental Consultants, PA
CV

lul
v
M
I Project Area I
N-..
- -
��IA
I
iL
E-:

W AT �9 ©G
r
1
O ^r
Mr: Harold Yelle
3755 Benson Drive
Raleigh, NC 27609
Subject Property:
Cedar Ridge Site
January 19, 2007
Michael F Easley, Governor
William G ,Ross Jr, Secretary
North Carolina Department'of,Envtronment end Natural Resources
Alan W Klmi* P.E Duector
Division of Water Quality
DWQ'EXP# 07 -0081
Wake County
On -Site Determination for Applicability to the,,Neuse Riparian Area, Protection Rules (15A NCAC 2B
.0233)-EXPRESS REVIEW PROGRAM
On January 16, 2007,,at the request of Mr. Jay Keller, an on -site determination was conducted to review two
stream features located on the subject property for applicability to,the Neuse Buffer°Rules (15A NCAC 2B .0233).
Tfie features are labeled as "1" and "T"on the attached map, initialed by Lia Myott and Cynthia Van Der Wiele�
on January 19, 2007. The Division of Water Quality (DWQ) has determined that the following:
Feature "1" is subject to,the Neuse Bu„f`er�Rule,at the pond,oudet (Pond 1,), but i's�not,subject upstream of
the pond. Stream 1' is a perennial stream and�rated a score of 36 on, the DWQ Stream Identification Form.
Pond 1 is also subject to the Neuse Buffer Rule.
0 Feature "2" is, subject to the Neuse Buffer Rule on the property arid rated a score of 35.75 on the DWQ
Stream Identification Form.
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 that a,surface water exists and that
it,is;subject to theibuffer rule may request a determination'by,the Director. A request for a determination by the
Director shall, be referred to the,Director in writing c/o Cjmdi Karoly, DWQ 401 Oversight/Express Review
Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. You'must act within 6&days of the date that you
receive this letter. Applicants are hereby notified that the 60-day statutory appeal time -does not,start until ,the
affected party'(including downstream and adjacent' landowners) is notified of this decision. This determination is
final.and`binding unless you ask for a hearing withim60 days.
This letter only addresses the -applicability to the buffer rules =of the stream features listed, above and'does not
approve,any activitywithin the buffers or,address ^features that were not observed,during the site visit. Nor -does
this letter approve any activity within Waters of the,United States of Waters of the State. If you have any
questions, please contact Lia,Myott at 91'9.733.9502.
Sincerely,
Alan W.F:E. _ ,
AWIUcbk/lem
Attachments: NRCS Soil Survey Map, USGS Topo Quad Map
cc: Jay Keller, 7921 Haymarket Lane, Raleigh, NC 27615
File Copy
Central Files
1461 Caro };na
401 Oversight /Express Rcvtew Permuting Umt MIIY
1650 Marl Service Center, Raleigh, North Carolma 27699 -1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone- 919-733-1,7961 FAX [phone] / Internet hWp /Aao enr state nc us/ncwetlands
An Equal Opportunity /Affirmative Action Employer — 50' /o Recycled/] 0% Post Consumer Paper

North Carolina Division of Water Quality- Stream Identification Form; Version 3.1
�ru
A. Geomorphology Subtotal
0
1
1 CD 1 3
15. Water in channel and > 48 hrs since rain, QL
Water in channel - d 'or' rowln season
18 ContlnuoUs _bed end bank
0
1
2
1.5
2. Sinuosity_
0
1
2
0.5
3. In- channel�strudure, riflie -pool sequence
0
1_
2
3
4. Soil texture or stream,substrate,sorting
0
1 _
1 3
3
5' Active/relic floodplain
0
1
_ _
6. De sitional'bars or benches
0
1
2
3
7: Braided,channel
0
1
2
3
8. Recent alluvial deposits
1
3
98 Natural levees
-1
2
3
10. Headculis
1
2
3
11. Grade,controls
0
0.5
1
1.5
12. Natural valley or drainageway
0
0.5
;1.5
13. Second or greater order channel' on pxistina
USGS or NRCS map or other documented
evidence. 1
No
l./
Yes = 3
° Man -made ditches are not rated; see discuw s[one In manual
B. Hvdroloov (Subtotal
14. Groundwater flow /dischi3rge
0
1
1 CD 1 3
15. Water in channel and > 48 hrs since rain, QL
Water in channel - d 'or' rowln season
0
1
2
16. Leatlitter
1.5
1
0
17. Sediment on plants or debris
0
0.5
1.5
IE
18. Organic debris lines or plies (Wrack lines)
0
0.5
1.5
19. Hyddc soils (redoAmorphic features ) present?
No = 0
Yes 61 1-1.5
C. Biology Subtotal =
channel
3
1 0
lants In channel
2 1 0
PFIshoots,in
0.5 1 1.5
1 2 3
0.5 1 1.5
25. Amphibians
M
0.5 _ 1 1.5
26.,Macrobenthos (note diversity and abundance)
0.5 1 1.5
27: Filamentous,algae; periphyton
0
1 3
28. Iron oxfdizing'badedaffungus._
0
0.5 1.5
29 b. Wetland plants in streambed NJ=
FAC = 0 5; FACW = 0 75; OBL =1.5 SAV = 2.0; Other = 0
Items 20,and 21 focus omthe,presence of upland plants, Item 2g focuses on,the presence of aquatic or Weiland plants:
Notes (use back side of this form for additional notes ) Sketch•
�.��L..���t.�
I u � Ili °1s✓

i
North Carolina'Division of Water Quality - Stream Identification Form; Version 3.1
Date: D-� Project: Latitude:
Evaluator: j� �j Site: Longitude:
Total Points: Offer
Stream Is at least lateimittent
County:
24gior rennial ffi 30 v e:g. Quad Name:
A. Geomo holo Subtotal = 7•
Atisnt
Wok _
t
0
18 Continuous bed and bank
0
1
2
0
2. Sinuosity
0
1
0.5
3
3 'In- channel structure- riffle- pool,sequence
0
1
2
1.5
4 Soil texture or stream substrate sorting
0
1
2
3
5. Active/relic floodplain
0
1
1
3
6. Depositional bars or benches
0
1
2
3
7. Braidefthannel
0�
1'
2
'3
8. Recent alluvial deposits
0
2
3
98 Natural'levees
FAC = 0 5; FACW 10 75, BL = 1.5 SAV =�2.0; Other = 0
2
3
10. Headcuts
0
.2
1
3 _
1.5 _
11. Grade controls _
0
0:5
12. Natural valley or drainageway
0
.5
1.5
13. Second or greater order channel on exhona -
USGS or NRCS map or other documented
evidence
No
Yes'= 3
man -mace ancrres are not raw; sea awaissrons in manual
R_ Hvdminnv (14rrhfnfnl = Cl _ <-)
14. Groundwater flow /discharge
0 _
1
2
0
15. Water in channel and > 48`hrs since rain, or
Waterin channel - dry or grmina season
0
1
2
0
16. Leaflitter
1.5
1
0.5
1.5
17. Sediment on plants or debris
0
0.5
2
1.5
18.Oiganic debris lines or piles (Wrack lines)
0
0.5
1
1.5
19. Hydrlc soils (redo)imorphlc features) present?
No =,0
Yes
1
C. Bioloav (Subtotal = 1.7 J 1
20b. Fibrous roots Iri channel
3
2
CID
0
210. Rooted plants in channel
3
1
0
22• Crayfish
0
0.
1
1.5
23. Bivalves
1
2
3
24. Fish
0.5
1
1.5
25. Amphibians
0
0M
1
1.5
26. Macrobenthos ,(notediversity and abundance)
0
1
1,5
27. Filamentous algae; periphyton
0
1'
28 Iron - oxidizing bacteria/fungus.
0
5
29 . Weuand plants in streambed
FAC = 0 5; FACW 10 75, BL = 1.5 SAV =�2.0; Other = 0
non- w aiw c i wwa un uw PIUMFxM of uplano prams, nem ze focuses on,me presence or, aquatic or,wetland,ptants
Notes (use back side of this form for additional notes )
Sketch-

Cx P _Qogl
W maneg011w u0mmmon
�,N 1 2. 20(17 JI Ion Of Water Qu 6It!,
fo Fi.�fln Sutt-ar
-,.20
Y& L. PavWjed By

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O
Prominence Homes
C/o Mr. Cameron Rice
8804 Albright Road
Raleigh, NC, 27612
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek,,P E , Director
Division of Water Quality
Coleen H. Sulhns, Deputy Director
Division of Water Quality
February 2, 2004
DW Q# 04 -0026
Wake County
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A`NCAC 2B .0233),wfth AD61TIONAL CONDITIONS
Dear Mr. Rice:
You have our approval, in accordance with the =attached- conddibns, to, place sewerline,crossings in 77.5 linear feet of
,perennial streams and to impact 19,110 square feet of, protected Neuse Buffers (4,525 square feet in Zone 1, 14,585 square
feet in Zone .2) in order to construct the Cedar Ridge Subdivision in Wake County, as described in your'application received
by the Division of Water Quality on January 9, 2004 and in additional correspondence received January 28, 2004. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3374,
which can be viewed on our web site at htto;/ /h2o.enr.state.nc.ustnowetiands . This Certification allows you to use
Nationwide Permit Number 12 when issued by the Corps of Engineers. This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should get
any other federal„ state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion, Control, Non- Discharge and Water Supply Watershed regulations. Also this approval will "expire when the
accompanying 404 permit expires unless otherwise specified in the General -Certification.
This approval is only valid for the,pufrpose-and desigrn that you described in your application. If you change your
project; you must notify us in writing and,you may be "required to send'us a new application for a new certification. If the
property is, sold, the,new owner must be given a copy of the Certification and approval, letter and is thereby responsible for
complying with all conditions. If total wetland fills forthis project (now,or in,the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to °be valid, you must follow the
conditions listed in the attached certification and the additional condition listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification, and any - subsequent modifications, the
applicant is required to return the attached certificate•of completion to the 401/Wetlands Unit, North Carolina Division of
Water,Quality; 1650 Mail Service Center, Raleigh, NC, 27699 -1650;
2. The maintenance corridor shall be limited to ten feet within the protected Neuse Buffers;
3. Erosion,and,sediment control practices must be in full compliance with alhspecifications governing the proper design,
installation and operation,and maintenance,of such Best Management Practices in orderto protect,surface waters
standards:
a. The erosion and sediment, control measures for the project,must be °designed, installed, operated„ and
maintained in accordance with the most recent version,of the North Carolina Sediment and Erasion Control
Planning and Design Manual.
b The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements, specified in the most recent version of the North Carolina
Sediment and Erasion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures -must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures,and implementation must comply with the reclamation in accordance with the
requirements,of the'Sedimentation Pollution Control Act;
N
C Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh; NC 27699 -1650 (Mailing Address)
2321 Crabtree, Blvd, Raleigh, NC 276044260 (l.00ation)
(919) 733 -1786 (phone), 919 - 733 -6893 (fax), (http //h2o enr state nCus/ncwetlands)
Customer Service # 1- 877 - 623 -6748

Mr. Cameron Rice
Page 2 of 2
February 2, 2004
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment,and erosion control Best Management Practices, shall,be
performedtso that no violations of'state water quality standards, statutes,, or rules occur;
5. Sedimentand,erosion control measures shall not be placed mewetlands`or waters,to thb,maximum extent practicable.
If placement of sediment and,erosion control devices in; wetlands and waters is unavoidable, they�shall be removed
and the natural grade restored within six months of the date that the Division of Land Resources has released the
project; .
6 Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective
buffers in order to•assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.,state.nc.us/ncwetlands.
7. An additional condition is that a final, written stormwater,management plan (including a signed and notarized
Operation and Maintenance Agreement) shall be approved in writing by this Office before the impacts specified in this
Certification occur. TheVormwater management plan mustiinclude plan&and.specifications for stormwater
management facdities4hat are.appropriate forrsu__rface waters classified,as Class C and designed to remove,85% TSS
according to the, most recent version of the NC DENR Stormwater Best Management Practices Manual: These.
facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the
Division of Water Quality. Also, before any permanent building is occupied at the subject site, the facilities (as
approved by,this Office) shall be constructed and operational, and the stormwater management plan (as approved by
this Office) shall be implemented. The structural, stormwater practices as approved;by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
A State Stormwater Permit (15 A NCAC 2H A 000) can be considered to meet this, condition.
If you,do not accept anyirof the conditions of this certification, you may ask for aR adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a writtempetition which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office�of Administrative Hearings,,6714 Mail Service Center,
Raleigh, N.C. 27699 -6714. This certification and its,condiffons are final and binding unless you ask for a hearing.
This letter completes the review of the,Dlvision of Water Quality under Section 401 of the Clean Water Act. ,lf,you have
any questions, please telephone Steve Mitchell in our Raleigh Regional Office at 919- 571 -4700 or Cyndi Karoly•In our
Central Office in Raleigh at 919 - 733 -9721.
Sincerely, � l�
1 /
Ala W. Klimek; P:E.
AWK/cbk
Attachments
cc. Corps of Engineers Raleigh RegulatoryField Office
Raleigh DWQ Regional Office
Central Files
File Copy
Cameron Rice, 978 Trinity Road, Raleigh, NC; 27607
040026

Mr. Robert Polanco
8804 Albright Road
Raleigh, NC 27612
Michael F Easley, Governor
William G Ross Jr. Secretary
North Carolina Department of Environment and Natural Resources
August 8, 2007
Subject Property: Cedar Ridge Subdivision, Rolesville, NC'
Harris Creek [030402,27-26, C'NSW]
Coleen H Sullins, Director
Division of Water Quality
DWQ EXP No. 07- 0081v2
� Wake County
APPROVAL, OF 401 WATER QUALITY CERTIFICATION, AND AUTHORIZATION CERTIFICATE PER THE
NEUSE RIVER BUFFER PROTECTION RULES (15A NCAC 2B.0233) wnwAADDITIONAL CONDITIONS -
EXPRESS REVIEW PROGRAM
Dear Mr. Polanco:
You have our approval, in accordance with the attached conditions,and`those listed below, to place fill
within or otherwise, impact 8,044 square feet {(ft) of Zone I of the�protected riparian buffers, 5,442 square
feet-(ft) of Zone 2 of the protected riparian buffers, and 94 linear feet of perennial stream for the purpose
of constructing the residential subdivision, as described within your Pre- construction Notification
Application' dated July 9, 2007. The impacts are covered by General Water Quality Certification
Number(s) 3631 (GC3631). The Certification(s),allow you to use Nationwide Permit(s) NW29 when
issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits'before you go-ahead with your project
including (but not limited to) Erosion and Sed ment Control, and Non - discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as- depicted in
your application shall expire upon expiration of.the 404 Permit.
This approval ,is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
Water Quality Certifications (GC 3631) and any additional conditions listed below.
I1psdiCaro na
401 Oversight/Express Review Permitting•Unrt atk�y
1650 Mail Service Center; Raleigh, North Carolina 27699 -1650
232P Crabtree Boulevard, Swte250, Raleigh,, North Carolina 27604
Phone [phone] / FAX [phone] / Internet http/12o,enrstate nc us/ncwetlands
An' Equal Opportunity/Affirmative Action Employer — 50%Recycled/10" /o Post Consumer Paper

Cedar RidgerSubdiAsion
Page 2 of 4
August 8, 2007
The Additional Conditions of the Certification are:
1. Impacts Approved
The following.impacts are hereby approved as long as all of the other specific and general
conditions of this,Certification,are met. No other impacts-are,approved including incidental
impacts:
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occurin wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre- Construction Notification. All construction
activities, including,the design, installation, operation, and maintenance,of sedimenvand erosion
control Best Management Practices, shall be performed so that no violations of state waterquality
standards, statutes, or rules occur.
3. Erosion and sediment - control practices must be in full,compliance with all specifications governing
the proper design, installation and operation and,maintenance of such Best Management Practices in
order to protect.surface waters standards:
a. The erosion and,sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment, and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of,the sediment and erosion control
measures must'be such that they,equal, or exceed, the, requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained,on all construction,sites, borrow sites, and waste pile (spoil) projects,
including;contradtor- owned,or leased,borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion.control measures and
stormwater routing and treatment shall be on site at,all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources has released the project.
Protective, Fencing
The,outside buffer, wetland or water boundary and,61ong the construction corridor'within these
boundaries approved under, this authorization shall be.clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land-disturbing activities to ensure complianewith 15A
NCAC 2B 0233 and GC 3631
6. Diffuse Flow Measures.Approved '
The diffuse flow,measures (bioretention designs submitted on July 30, 2007 and revisions
submitted on August 7, 2007) must be implemented and the stormwater management facilities
shall be,constructed,and operational before any permanent building. is occupied at the subject site.
The structural stormwater practices as approved by this Office ,as well as drainage patterns must
Impact Type
Amount, nits
Re erence�
Stream (perennial)
94 linear feet
PCN page 4 of 10
Buffers Zone 1
8,044 (square, feet
PCN page 8 of 10
Buffers Zone 2
5,442 (square feet
PCN page 8 of 10'
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occurin wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre- Construction Notification. All construction
activities, including,the design, installation, operation, and maintenance,of sedimenvand erosion
control Best Management Practices, shall be performed so that no violations of state waterquality
standards, statutes, or rules occur.
3. Erosion and sediment - control practices must be in full,compliance with all specifications governing
the proper design, installation and operation and,maintenance of such Best Management Practices in
order to protect.surface waters standards:
a. The erosion and,sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment, and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of,the sediment and erosion control
measures must'be such that they,equal, or exceed, the, requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained,on all construction,sites, borrow sites, and waste pile (spoil) projects,
including;contradtor- owned,or leased,borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion.control measures and
stormwater routing and treatment shall be on site at,all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within two (2) months of the date
that the Division of Land Resources has released the project.
Protective, Fencing
The,outside buffer, wetland or water boundary and,61ong the construction corridor'within these
boundaries approved under, this authorization shall be.clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land-disturbing activities to ensure complianewith 15A
NCAC 2B 0233 and GC 3631
6. Diffuse Flow Measures.Approved '
The diffuse flow,measures (bioretention designs submitted on July 30, 2007 and revisions
submitted on August 7, 2007) must be implemented and the stormwater management facilities
shall be,constructed,and operational before any permanent building. is occupied at the subject site.
The structural stormwater practices as approved by this Office ,as well as drainage patterns must

Cedar Ridge, Subdivision
Page,3 of
August 8; 2007
be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all;retained jurisdictional wetlands,
waters and riparian, buffers in order to assure compliance for future wetland, waterand tiparian
buffer impact. These mechanisms ,shall, be put in place prior, to,impacting'any wetlands;
waters and buffers approved for impact under this Certification Approval and
Authorization Certificate
These documents shall be filed with the Register of Deeds, Wake County, North Carolina. Mr.
Robert Polanco shall submit copies of these documents to the Division of Water Quality before
any impacts to protected riparian buffers, wetlands, or waters'shall occur.
S. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and, Sedimentation Control Plan issued by,the'Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated `by conditions in the permit. If your project is covered by this
permit,[applicable to construction projects that disturb one (1) or more acres],,full compliance
with permit conditions including the sedimentation control plan, self - monitoring, record,keeping
and reporting requirements are required. A copy of this permit and monitoririg,report forms may
be found;at hC :%/h2o.enr.state.nc.us%su/Forms Documents:htm.
9. Certificate of Completion
Upon completion of all work approved within the 401 WaterQuality Certification or applicable
Buffer Rules, and any subsequent-modifications, the applicant is-required to return the attached
certificate of completion to the 401 Oyersight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail `Service Center, Raleigh, NC, 27699 -1650
10. Notification ,of Construction
The applicant and/or authorized agent -shall contact the DWQ•Express'Review Program in writing
at the letterhead address within ten (10) days ofthe commencement of construction.
Violations,of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept,any of the conditions of this, Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter To ask for a hearing, send a written petition, which conforms,to Chapter I'56B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699 -6714. This- certification and its conditions are final,and binding unless you ask for a
hearing.
Any disputes over determinations, regarding this Authorization Certificate (associated with the.approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's•decision.is
subject to review as_provided in Articles 3-and, 4 of G.S. 150B.

Cedar Ridge Subdivision
Page,4 of 4
August 8, 2007
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer, protection rule as described within 15A NCAC 2B .0233. If you have
any•questions, please telephone Lia Myott at 919- 733 -1786.
Sincerely,
I�Z
Coleen H. Sullins, Director
NC Division of Water Quality
CHSlcbk/lem
Enclosures: GC 3631
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File. Copy
Central Files
Jay Keller, Keller Environmental, 7921 Haymarket.Lane, Raleigh, NC 27615
Harold Yelle, Aiken and Yelle Assoc.; PA, 3755'Bensonbrive, Raleigh, NC 27609
111•

J4. .V v• vt 1� VQ1. V1..•.�.V. .O
bx.Q on-00B1 VP,
QLOMA
Mayor Nano. M. Kelly
GnamlxAlorn -r 1lannie 1, l:umn
l ammAmier C. 1•nmk IAg". Mwrnr i1n,-1'. m�ur
t nrnfnivi Wfier W. (rank I (u.lge
Commisslonvr ikuy P. W 1Uiakin
Cammcsh OMW JUMl+h W. "Jack; "W11MM
July 16, 7007
NC Department of Environment and Natural Resourc%
Division of Watcr'Quality
5),7 North, %alishu7'tin•�rt
Raleigh, NC 27604
Reference, War Lukas Subdnts+on Virginia 'Wow Drive Crowing
To Whom It May (:oncern
r'+nr 1ru»rrnrr1rtl 18 37
^IHl lral Y'gml Mrrv1
Prnl ( WILHina ?511
Rnb..d6•, Nnrlh( +r•>Lrm 17571
Phnne• 919 554 651
Fscalmllc.;a l9. Si6, 68 5?
%,rn-%v asolmrille nr ua
The (owrl sWff has rC:viewed the plans fur-Zc dar Lakcs SuNllvlaion and Virginia Water Drive. The
Tnwn nee& the iritereonnectivity of this street for the cirkdent delivery of municipal service. between this Cedar
Lakcs Subdivision and the Villages at Rolesv+lle Suhdivminn.
The ennxu%wtioncplaac show the uM,of an,arch bridge for," crossing and the Town has approved this concept
because it will have lc+n'Impact on'the stream. '1 he developer will need to- itipply trio detail eonrtMcdoin plans
from the suppllcr for final approval prior to stardap, any ezinstructi(m.
Uue to the rock conditions In the Rolesvifle area the "Town has approved the conoept of vPng the arch isridgv for
Virginia Water bo ive and is requc-ctmg the State'riapprdval for this project as W01.
H'you should have arty clucstions, kchfrec to- contact me at,S54 -65 17
Sincerely,
Uirl Simrlttins -- SEAL Engmcer
TW

C*,
Q, 0 R E
P R O P F N 5 Y S C I r N! C r S
May 14, 2007
Aiken & Yelle Associates, PA
3755 Benson Drive
Raleigh, NC 27609
Attention: Mr. Harold Yelle
Subject: Report of Subsurface Exploration
Bottomless Culvert - Cedar Ridge Subdivision
Rolesville, North Carolina
Job No. R -2381, Report No. 126626
Dear Mr. Yelle,
This report presents the findings of our subsurface exploration of the site planned for a
bottomless culvert that will cross under Virginia Water Drive. The exploration was performed in
general accordance with our Proposal No. P07 -042 dated March 29, 2007, and Proposal
Acceptance Sheet authorized on April 1, 2007. The purpose of the exploration was to spot -
check for the presence of shallow rock. No geotechnical recommendations pertaining to the
design and construction of the culvert are provided at this time.
PROJECT INFORMATION
The project entails the design and construction of a bottomless culvert that will span a creek for
continuation of Virginia Waters Drive as shown on the attached Figure No.1. This roadway
currently terminates about 100 feet west of the creek. As we understand, the proposed culvert
will generally be designed to follow the curving alignment of the creek for about 75 feet. The
culvert's cross section will be about 20 feet wide and 10 feet tall. The terrain at this site is steep
and groundcover consists of thick brush and trees.
EXPLORATION METHODS
We performed a series of hand auger borings along each side of the creek spaced at about 25-
foot intervals and offset approximately 10' from the creek's centerline. The borings were
advanced using a 2 -inch diameter bucket auger until refusing on hard materials. Based on this
method of exploration, hard materials that were encountered were assumed to be partially
weathered rock. Samples were not obtained for classification.
Probes were performed along the center of the creek to supplement our hand auger borings. A
small diameter steel probe rod was used to penetrate the relatively loose creek bed sediments
to refusal. The depths to refusal were recorded in addition to the hand auger borings.
We used taped measurements to locate our hand auger boring locations and a survey rod and
level to obtain approximate ground surface elevations at each boring relative to a nearby
manhole cover used as a benchmark (Elevation 100). A centerline stake for the roadway had
been installed adjacent to the creek and we used this stake as a reference in laying out our
boring locations.
2521 Stlr of hn Road, Su to 118 Afwx. Borth Camlinz 27502 (91 9) 363 -9899 fax (.919) 363.7916

Proposed Bottomless Culvert - Cedar Ridge - Rolesville, NC May 14, 2007
Job No. R -2381, Report No. 126626 Page 2
GEOLOGY
The site is located in the Piedmont Physiographic Province of North Carolina. Geologic
mapping indicates that the predominate formation is foliated to massive granitic rock of the
Raleigh Belt. The site soils, formed as a result of weathering of the underlying parent rock, are
termed "residual" and typically include firm silt and clay subsoils transitioning to granular
materials with increasing depth. Underlying the residual soils is partially weathered rock (PWR).
The surface of partially weathered rock will be extremely erratic and variable. Hard rock layers,
boulders, and pinnacles of rock can often be encountered within the overburden soils and
exposed as outcrops at the ground surface.
Mla1111MCP
The exploration encountered loose alluvial sandy soils that were underlain by shallow depths of
partially weathered rock at all of the boring locations. Rock outcroppings were observed
upstream from the proposed crossing at various locations along the creek banks. Topsoil was
encountered at each of the boring locations and was found to be as much as 1 -foot thick. Upon
completion of the hand auger borings, groundwater collected in all of the borings and generally
stabilized at the same level as the adjacent creek. Tabulations and generalized profiles of the
subsurface conditions encountered were prepared and are presented on the attached Figure
No. 2.
ACKNOWLEDGEMENT
This report has been prepared for the exclusive use of Aiken & Yelle Associates, PA for specific
application to the subject project as described. This report of exploration has been prepared
using generally accepted standards of geotechnical engineering practice. No other warranty is
expressed or implied. QORE is not responsible for the conclusions, opinions, or
recommendations of others based on these data.
We appreciate the opportunity to be of service to you. Please contact us if you have any
questions regarding this report or if additional services are needed.
Sincerely,
QORE, INC.
Christopher D. Carroll, E.I.T.
Staff Engineer ,.�``'d(�1 C �',
Q
SEAL
David T. Cunningham, P. ? 02341 1
Senior Geotechnical Engineer s 9 �►s',�,p
Attachments.- Figure No.1
Figure No.2

4 �,f
SITE
r �
S
B11 �� B.4,
WWTG.O..M�ewommNA , - -T—dur B -13 / B-6
-- SITE LOCATION MAP -- -
6 E -NONE -
B-14 1 B -7
.y ' .fir-•: t`'• ��� Q /' � l - •
OFIEW
�e (• g �e �e SPACE
A�1O A BORING LOCATION PLAN
SCALES NONE
r APPROXIMATE BORING LOCATION
r •' .Am "w fgURE NO.
PROPOSED BOTTOMLESS CULVERT
DRAWN By CNEMODY
�1 CEDAR RIDGE SUBDIVSION CDC oTc
QO R E ROLESVILLE, NC S nAwT
VICOM PLAN SOURCE Pn MOVERALLS7 LAY OU1 PUN, WN—• W.M•E!y A {Y•E.
P R O P E R T Y S C I E N C E S A••••�•�•• PA, 0•• WM7

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