20141236 Ver 1_More Info Received_20150108

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone [phone]
sandec com
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 E Shirley
Sod & Environmental Consultants, PA
January 8, 2015
S &EC Project #8663.W7
NC DWR, 4014_Buffer Permitting Unit
A6 Karen Higgins _
Archdale Building-= 9"' Floor
512 North Salisbury Street
Raleigh, NC 27604
Re Hempstead at Beaver Creek - Updated Impacts and Site Plan
Apex, Wake County, NC
Previously, a Pre - Construction Notification (PCN) application was submitted on December 2, 2014 for this
project During the review of the project with the Town of Apex, an easement acquirement became an
issue for the applicant Therefore, the project designers had to re- design the utility connection on the
eastern side of the project The proposed impacts for utilities have been modified and are included within
this updated PCN application_ Through conversation with James Lastmger and Chern Smith, the
submittal process for updated PCN application has been minimized.` James Lastinger indicated that he
would accept an electronic version of the updated PCN, Cherri-Smith indicated that only two (2j copies
were necessary, no new versron # should be applied upon receipt of updated PCN application, and no "
application,fee would be required `Please contact me at "(919) °846 =5900 if you have any questions or
require additional information
IMPACT SUMMARY of UPDATED IMPACTS
Stream Impact (acres)
0 049
Wetland Impact (acres)-
0.115
Open Water Impact (acres)
0
Total Impact to Waters of the U.S. (acres)
0 164
Total Stream Impact (linear feet)-
118
Attachments.
Pre - construction Notification (PCN) Application Form
Updated Existing Conditions Map
Updated Site Plan
Updated Impact Sheets
Photos of offsite wetland
NCDWR Stream Form
:ifs•! i,�'a;.���1 ualdl4��lN2lO1S
c!,ru, z 4
GR AA

ot o� W A
TF9OG
o �
Office Use Only.
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la Type(s) of approval sought from the
Corps.
®Section 404 Permit ❑Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 18 & 29 or General Permit (GP) number N/A
1c 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
le. 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
1g. 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.
Hempstead at Beaver Creek
2b County
Wake
2c Nearest municipality / town:
Apex s U L N 9
2d. Subdivision name
Hempstead at Beaver Creek
2e. NCDOT only, T.I.P. or state
project no*
N/A
nr-lR_I .: ;, 'N h, ;r✓
3. Owner Information ST ORiU4' MER PcNwii i I ji�G
3a Name(s) on Recorded Deed
Wells Fargo Bank National Association
3b Deed Book and Page No
Deed Bk. 14118 Deed Pg • 818
3c Responsible Party (for LLC if
applicable)
Paul Carty - Special Situations Group (local contact for Wells Fargo Bank)
3d. Street address
1 Independent Drive, Ste 615
3e City, state, zip
Jacksonville, FL 32202
3f Telephone no:
704 - 715 -5282
3g. Fax no..
N/A
3h Email address:
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. Please copy Agent on correspondence
41J Name-
Michael J. Higgins, Director of Real Estate Finance
4c. Business name
(if applicable)-
NVR, Inc.
4d Street address.
1401 Sunday Dnve, Suite 111
4e City, state, zip:
Raleigh, NC 27607
4f. Telephone no:
919- 987 -1932
4g. Fax no.:
N/A
4h. Email address
mhlgams@nvrnc com
5. Agent/Consultant Information (if applicable)
5a. Name:
Deborah Edwards Shirley
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c Street address:
8412 Falls of Neuse Road, Suite 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no. -
919- 846 -5900
5f. Fax no •
919 - 846 -9467
5g. Email address:
DShirleKWSandEC com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no (tax PIN or parcel ID).
Parcel ID. 073245 -3208
1b. Site coordinates (in decimal degrees) IMPACT AREA 1A
Latitude: 35.7424 Longitude. - 78.8826
(DD DDDDDD) (- DD.DDDDDD)
1 c Property size.
t 24.31
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Beaver Creek 1641- 10- (0.5);
proposed project
2b Water Quality Classification of nearest receiving water
WS-IV, • NSW;
2c River basin-
Cape Fear - Jordan Lake; Hydrologic Unit Code 03030002
3. Project 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: Existing conditions consist of a site that was partially graded and remaining wooded land to the southeast.
The southeastern corner of the property is bounded by Beaver Creek with two adjacent wetland areas. The general land
use in the vicinity of the project is rural residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 0. 16 acres ofjunsdictional wetlands exist on property
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property,
Approximately 1, 0211inear feet of stream exist on property.
3d Explain the purpose of the proposed project.
The purpose of the proposed project is to construct a stormwater BMP and utility connection for a multi - family
development
3e Describe the overall project in detail, including the type of equipment to be used-
The overall project consists of the construction of a 193 unit townhome community including all roads, utilities and
stormwater infrastructure. Specifics include one (1) stream crossing associated with a utility connection to an
existing offsite Sanitary Sewer manhole and easement, one (1) wetland impact to a wetland area located within an
existing, maintained utility corridor, and one (1) wetland impact necessary for a stormwater BMP and lot rill.
Equipment typically used for earthwork and construction such as backhoes, bulldozers, excavators, graders, pavers
etc. will be used.
4. Jurisdictional Determinations
4a Have junsdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ED Yes El No El Unknown
project (including all prior phases) in the pasty
Comments-
4b If the Corps made the jurisdictional determination, what type
of determination was made?
Comments S &EC has record of a JD that included multiple
❑ Preliminary ❑ Final
tracts of land, this JD included this property, AID 200421246
The updated Jurisdictional Determination Request package
is attached, prepared by Steven Ball
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 of the Corps jurisdictional determinations or State determinations and attach documentation
USA CE site verification meeting with James Lastinger on 08128114
Page 3 of 14
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
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. If yes, explain in detail according to "help file" instructions
N/A
6. Future Project Plans
6a Is this a phased project?
❑ Yes ®No *
6b If yes, explain
*The project will be phased for construction purposes, however no future phases anticipated
Page 4 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Webands ® 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 (#IA) ® P ❑ T
Lot Fill
Bottom/and
® Yes
® Corps
0.011
Hardwood
❑ No
❑ DWQ
W2( #1B) ® P ❑ T
Stormwater BMP
Bottomland
Hardwood
® Yes
❑ No
® Corps
❑ DWQ
0.088
W3 ( #3) ®P [] T
Utilities- Wetland
Conversion
Headwater Forest
El Yes
® No
® Corps
❑DWQ
0.016
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0 115
2h. Comments
3. Stream Impacts
If there are perennial or intermittent 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 -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ( #2) ❑ P ® T
Open -Cut
Sanitary Sewer
Beaver Creek
® PER
INT
® Corps
DWQ
19,
118
Construction
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
118
31. Comments: Temporary stream impacts will be brought back to existing stream bed elevations and stabilized.
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 individ ally 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
0. Total open water impacts
4g Comments-
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a.
515
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 of construction.
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 Jordan
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f.
6g
Buffer impact
number—
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
61 ❑ PST
Utility Crossing
Beaver Creek
® Yes s
5,983
2,113
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
B4 ❑P ❑T
El Yes
❑ No
B5 ❑P ❑T
❑Yes
❑ No
6h Total buffer impacts
5,983
2,113
61 Comments A no practical Alternatives request and review will be completed by the Town of Apex
Page 7 of 14

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la _Specifically_describe measures taken to avoid or mirnmze_the proposed impacts in desigrnng_pn9ject.
The applicant contracted with S &EC to complete a wetland delineation and Jordan Watershed Buffer evaluation for the
entire property to identify the natural resources so that the project designers could design a site plan that would minimize
impacts to wetlands, streams and buffers to the maximum extent practicable The proposed project includes three (3)
impact areas to jurisdictional wetlands, streams and riparian buffers Impact #1A includes a wetland impact for lot
fill. This proposed impact will result in 0.011 acres of permanent wetland impact necessary for a 10' utility easement
located at the rear of the townhomes, and the fill slopes associated with a retaining wall These impacts have been
minimized by utilizing a retaining wall. Impact #1B includes a wetland impact for a stormwater facility. This
proposed impact will result in 0.088 acres of permanent wetland impact necessary for the construction of the
stormwater BMP and its outfall. Impact #2 includes a stream crossing necessary to provide sanitary sewer to the
development. This proposed impact will result in 118 linear feet of temporary perennial stream. Temporary impacts
include the open -cut and a coffer dam on the north side of impact, with a pump around to minimize sedimentation
downstream during construction. Post construction, the stream channel will be brought back to original elevation
and the banks will be stabilized Impact #3 includes a wetland impact necessary to connect to an existing manhole;
this impact is within an existing utility easement. This proposed impact will result in 0.016 acres of permanent, but
not a permanent loss (i.e. wetland conversion), of wetland impact. See attached photos Impacts include open -cut
construction activities The wetland area will be brought back to existing contours and re- vegetated with a wetland
seed mix post construction.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 18 & 29.
With respect to the minor discharges (NWP 18- Regional Conditions section 4.0) this NWP is not being used in
conjunction with a NWP 14 to create uplands. With respect to residential developments (NWP 29- Regional
Conditions section 4 0) the applicant is proposing impacts to a wetland for a stormwater facility, but is proposing
NWP 18 for those impacts; there are no impact associated with single- family recreation facilities, there are no
permanent wetland or stream tills proposed within the floodway/floodplain; the stream classification for this project is
WS -1V, NSW (i a not Outstanding Resource Waters, High Quality Waters, Coastal Wetlands or wetland adjacent to
these waters) and any riprap utilized will be placed only on the banks or below the original stream bed elevation.
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. In
addition to typical erosion control measures, the Erosion Control Plan includes cofferdams placed on the upstream side of
the sewer installation This will provide means by which the contractor can capture and divert stream flow around the
project area via pump around during construction. The effluent from the pump will be directed into a filter bad to minimize
sedimentation downstream of the construction area.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
❑ Yes ® No
The proposed permanent (i e. impacts that result in a
permanent loss) impacts to wetlands are below 0.10 acre,
as such the applicant is not proposing compensatory
2a Does the project require Compensatory Mitigation for mitigation in the form of a mitigation payment but by
impacts to Waters of the U S. or Waters of the State? minimizing impacts. If however, after review of this
application the USACEYNCDWQ determines
compensatory mitigation is required in the form of a
payment, the applicant will utilize a private mitigation bank
or the Ecosystem Enhancement Program (NCEEP)
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
❑ Payment to in -lieu fee program
projects
❑ Permittee Responsible Mitigation
Page 8 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank.
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments
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.
0 linear feet
4c. If using stream mitigation, stream temperature.
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
0 square feet
4e. Riparian wetland mitigation requested.
0 acres
4f Non - riparian 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 (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will 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
amount of 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 A no practical Alternatives request and review will be completed by the Town of Apex
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 of the NC Riparian Buffer Protection Rules?
lb If yes, then is a diffuse flow plan included? If no, explain why Comments The
Stormwater Management Plan (SMP) has been submitted to the Town of Apex for
review and anticipated Approval The SMP includes BMP's that control nitrogen.
® Yes ❑ No
The Applicant requests a conditional 401 Approval that would allow the Apphcant to
provide a copy of the approved plan and Approval to the Division once approved by
the Town of Apex.
2. Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
43.1%
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. A
stormwater wet detention pond has been designed based upon the guidelines detailed in the NCDWQ's Stormwater Best
Management Practices Manual " The pond has been designed to remove 85% of the Total Suspended Solids and to
attenuate post - development runoff rates to a value at or below pre - development rates for the 1 -year, 24- hour storm
event. Further, as required by the Town of Apex guidelines, the pond has been designed to attenuate post - development
runoff rates to a value at or below pre - development rates for the 10 -year, 24 -hour storm even. In addition, as required per
regulations, a level spreader has been provided to disperse flows into and across the adjacent 50'riparian buffer. A high-
flow bypass will direct larger flows directly into the stream The applicant requests that a conditional 401 Approval be
issued allowing the submittal of the Approved Stormwater Management Plan to the Division once received from the Town
of Apex
® 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 government's jurisdiction is this project?
Town of Apex
® 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
4a Which of the following state - implemented stormwater management programs apply
❑ HQW
(check all that apply)
❑ ORW
❑ Session Law 2006 -246
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
Page 10 of 14
PCN Form — Version 1 3 December 10, 2008 Version

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 11 of 14

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
lb
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)?
1c
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
❑ Yes ❑ 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 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 Water Quality on April 10, 2004, version 2 1 The draft
states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill,
most residential subdivisions and small commercial developments as well as agricultural and silvicu/tural operations. The
Hempstead at Beaver Creek project is a residential development The property is located within the Town of Apex
ETJ, therefore the adjacent properties that have potential for development will have the following regulations to
protect downstream waters 1) the Water Supply, Watershed Protection Program which limits development
densities as well as requires protective riparian buffers, 2) the Jordan Watershed Riparian Buffer Protection
regulations, these regulations require limited development within the riparian 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, and finally 3) the Phase l/ NPDES 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.
The wastewater will be collected into the sewer system and will flow into the existing sanitary sewer on the east side of
the site; from there it flows to an existing sewer treatment plant
Page 12 of 14
PCN Form — Version 1 3 December 10, 2008 Version

5. 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 New Hill
Topographic Quadrangle but not
necessarily in or near this project.
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
❑ Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC- Natural Hentage Programs Data Search was used to search for elemental occurrences of federally protected
species fisted within the New Hill Topographic Quadrangle map It was determined based on the search that there are two
elemental occurrences that are listed within the New Hill Quad map, see table below.
b y.., fate � Federal `-�"" , - _.�.__... r ..�._�
�� ' �....
�^ ■'�,+
` � ro 'ftte � "H'� -ATE #�r tt P loft i �oritnae ,
♦♦r/�o{j
Picoides Red - cockaded
borealis Woodpecker Historical E E mature open pine forests, mainly in longleaf
pine [breeding evidence only]
Rhus
Michaux's Sumac
michauxii Current E E sandhills, sandy forests, woodland, woodland
edges €
References North Carolina Natural Hentage Program Online Database Search [November 11, 2014] DENR, Office of Land and
Water Stewardship, Raleigh, NC Available at www ncnho oro
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA 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 No
structures were observed during the wetland evaluation NC State Historic Preservation Office HPOWEB GIS Service
does not show any structures within property boundaries
Page 13 of 14

S. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA-designated 100 -year floodplam? --Fi
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The sanitary sewer stream crossing is within the 100-yr floodplam,
however this activity will not result in any permanent above grade fill
8c. What source(s) did you use to make the floodplam determination? Project engineer and NC Floodpla►n Mapping Program
January 8,
Deborah E. Shirley
Applicant/Agent's Printed Name
2015
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the ap licant
is provided)
Date
Page 14 of 14

vM <JN4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0:919.233.8091 F: 919.233.8031
• y V I I l l
ZONE 1 I I
30' RIPARIAN BUFFER
ZONE 2 I
20' RIPARIAN BUFFER
1 , �
ROPOSED PERMANENT ! f
WETLAND IMPACT 1A —77
LOT FILL
(498 S.F.) ' I
PROPOSED PERMANENT
�11.•e•i 7H ��•
w
WETL.
MAP
ACT 1
empstead at Beaver Creek
Scale: 1 " =40'
20 40
Date:
Dec 17, 2014

COFFERDAM
PUMP
STREAM IMPACT
(AREA A)
RIPARIAN BUFFER IMPACT
ZONE 2 (38 SF /0.001 AC)
RIPARIAN BUFFER IMPACT
%P`v 'V V V V Cl� i::it %i� :. \ 7-
V,'V v v V
v 0 -5-V
57 %V V V V V V V V
E7 so V v vf: V V V P �7
J V V V V V `. V V V V V_-\7
V v b,b V ✓ v TEMPORARY STREAM
v V 17 V V V V V CROSSING
%.
7N V y "V V' V V V V c;
�✓ 'r V``ol V% 77 G V RIPARIAN BUFFER IMPACT I
V V ZONE 1 (2,186 SF /0.050 AC)
v. 'V vvVIVvvV VvyVVV -/VVV!c
� V V V V V V V W v V \7 W v V �i \
G v v v v v v v RIPARIAN BUFFER IMPACT
o v V q/v v v v ZONE 2 (819 SF /0.019 AC)
n t t c� c7 c; .✓ V V C� V V V V V /
ZONE 2 V V V
20' RIPARIAN BUFFER j �! ., �: V V v y'
ZONE 1 l V '`' '' V `11
30' RIPARIAN BUFFER V v v V V V
rL BEAVER CREEK ��V/
ZONE 1 (3,797 SF /0.087 AC)
ZONE 2 (1,256 SF /0.029 AC)
FILTER BAG & OUTLET P
FOR PUMP EFFLUENT
AREA CLASS/FICA TION SQUARE LINEAR ACRES
FOOTAGE FOOTAGE
AREA A IMPORTANT 2,139 SF 118 LF 0.04 AC
1VfiIQMCI�EED
• TEMPORARY STREAM Sale: 1 " =40'
�.
1730 Varsity Drive, Suite 500 CROSSING (IMPACT 0 2) Z° �°
Raleigh, North Carolina 27606 Date:
0:919.233.8091 F: 919.233.8031 Hempstead at Beaver Creek Dec 17, 2014

.6MqqN4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
0:919.233.8091 F: 919.233.8031
c BEAVER CREEK
I
WET ND IMPACT
MAP (IMPACT 3)
empstead at Beaver Creek
PROPOSED TEMPORARY
WETLAND IMPACT 3
UTILITY CROSSING
(305 S.F.)
EX. TOWN OF APEX
GREENWAY
Scale: 1"=40'
0 20 40
Date:
January 8, 2015

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NC DWO Stream Identification Form Version 4 -11
Date: 1 2 l Z, :I
ProjectlSlte: kAar+es +e" Cti
Latitude: 34-44 Z
Evaluator: 5 E ZW 2 �.;
County: ��
Longitude:
Longitude: '�^f{Fj 86Z0
Total Points: 'tj , s
Stream is at least intermittent
mination (circle one)
Et ermittent Perennial
Other ^' 1
e.g. Quad Name: New w 1411
it t t9 or Perennial it t 30•
2. Sinuosity of channel along thalvreg
0
A. Geomorphology (Subtotal = 4*
Absent
Weak
Moderate
Strong
1° Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalvreg
0
1
2
1 3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
O
1
2
3
4. Particle size of stream Substrate
0
1
2
3
5. Activetrelict floodplaln
0
1 j
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2 1
3
9. Grade control
0&
1
1.5
10. Natural valley
0
4
1
1.5
11. Second or greater order channel
No 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = (n•5 1
12. Presence of Baseflow
0
1
1 2
3
13. Iron oxidizing bacteria
0
1
1 2
0
14. Leaf litter
1.5
M
0.5
0
15. Sediment on planta or deb-is
n
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes
3
C. Biolow (Subtotal = 4.TS )
18. Fibrous roots in streambed
1 3
2
1
0
19. Rooted upland plants in streambed
3
2
Cl
0
20. Macrobenthos (note diversity and abundance)
0
M
2
3
21. Aquatic Mollusks
0
1
2
3
22, Fish
U
1
1.5
23. Crayfish
0
0.5
1
1.5
24, Amphibians
0
0.
1 T
1.5
25. Algae
0
0.
1 1
1.5
26. Wetland plants in streambed
FACW 0.75. OBL = 1.5 Other = 0
.perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch: J
o M�a
0
t�H
Clam. dL
4 wt fjpf%.�

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Ptnone: [phone], Fax: [phone]
F-1222
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Va -I fay,. ,Iles ham
I �65v
1, THIS PROPERTY IS ZONED—PUD—CU, PLANNED UNIT DEVELOPMENT
2. ALL DIS IANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET. (UNLESS
OTHERWISE STATED)
3. ALL BE"RINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM
(HORIZC'1TAL—NAD83/2011, VERTICAL—NAVD88).
4, THERE -:RE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
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5. THIS MI,: DOES NOT C NF R G. 47-3 AN NT
0 O M TO S 0 DIS NOT I ENDED FOR RECORDATION.
6. A PORTIION OF THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE "AE". ZONE "AE" ARE AREAS
WERE BASED FLOOD ELEVATIONS HAVE BEEN DETERMINED (SEE MAP FOR AREA). ALL OTHER
PORTION'S OF THIS PROPERTY ARE LOCATED IN ZONE "X," AREAS DETERMINED TO BE OUTSIDE
500 YEAR FLOOD PLAIN AS SHOWN ON FIRM PANEL 37183CO479 E, WITH AN EFFECTIVE DATE OF
MAY 2, 2006.
7. UNDERGROUND UTILITIES SHOWN WERE DESIGNATED BY OTHERS. McKIM & CREED HAS NOT
PERFOR!iED A SUBSURFACE UTILITY INVESTIGATION AT THIS TIME.
8. OVERHEAD UTILITY LINES ARE ELEVATED 30 FEET ABOVE GROUND.
9. A POR GQ, N OF THIS PROPERTY IS DESIGNATED AS A RESOURCE CONSERVATION AREA.
10, THE PROJECT SITE IS LOCATED WITHIN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT
11. THE PARCEL IDENTIFICATION NUMBER IS 0732453208.
12. THIS PARCEL IS LOCATED WITHIN THE COUNTY OF WAKE.
13. HISTORICAL STRUCTURES: NO PROPERTY APPEARS ON THE WAKE COUNTY HISTORICAL. SITES INDEX.
. 1 1
TOTAL AREA
SUBJECT PROPERTY
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1,058,914 SO. FT.
SUBJECT='?OPERTY REFERENCES:
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2014.11.24
7
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2014.11.07
6
6TH SUBMITTAL TO TOWN OF APEX - CONSTRUCTION DOCUMENT SUBMITTAL
2014.10.06
5
5TH SUBMITTAL TO TOWN OF APEX - MASTER SUBDMSION PLAN SUBMITTAL
2014.08.04
4
4TH SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.07.31
3
3RD SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.07.11
v
2
2ND SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.06.13
1
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2014.05.05
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Paleigh, North Carolina 27606
Ptnone: [phone], Fax: [phone]
F-1222
�If•ww. mcki mcreed . com
Va -I fay,. ,Iles ham
I �65v
1, THIS PROPERTY IS ZONED—PUD—CU, PLANNED UNIT DEVELOPMENT
2. ALL DIS IANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET. (UNLESS
OTHERWISE STATED)
3. ALL BE"RINGS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM
(HORIZC'1TAL—NAD83/2011, VERTICAL—NAVD88).
4, THERE -:RE NO BURIAL GROUNDS OR CEMETERIES VISIBLE.
,.D
5. THIS MI,: DOES NOT C NF R G. 47-3 AN NT
0 O M TO S 0 DIS NOT I ENDED FOR RECORDATION.
6. A PORTIION OF THIS PROPERTY IS LOCATED IN FEMA FLOOD ZONE "AE". ZONE "AE" ARE AREAS
WERE BASED FLOOD ELEVATIONS HAVE BEEN DETERMINED (SEE MAP FOR AREA). ALL OTHER
PORTION'S OF THIS PROPERTY ARE LOCATED IN ZONE "X," AREAS DETERMINED TO BE OUTSIDE
500 YEAR FLOOD PLAIN AS SHOWN ON FIRM PANEL 37183CO479 E, WITH AN EFFECTIVE DATE OF
MAY 2, 2006.
7. UNDERGROUND UTILITIES SHOWN WERE DESIGNATED BY OTHERS. McKIM & CREED HAS NOT
PERFOR!iED A SUBSURFACE UTILITY INVESTIGATION AT THIS TIME.
8. OVERHEAD UTILITY LINES ARE ELEVATED 30 FEET ABOVE GROUND.
9. A POR GQ, N OF THIS PROPERTY IS DESIGNATED AS A RESOURCE CONSERVATION AREA.
10, THE PROJECT SITE IS LOCATED WITHIN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT
11. THE PARCEL IDENTIFICATION NUMBER IS 0732453208.
12. THIS PARCEL IS LOCATED WITHIN THE COUNTY OF WAKE.
13. HISTORICAL STRUCTURES: NO PROPERTY APPEARS ON THE WAKE COUNTY HISTORICAL. SITES INDEX.
. 1 1
TOTAL AREA
SUBJECT PROPERTY
AREA= 24.31 ACRES
1,058,914 SO. FT.
SUBJECT='?OPERTY REFERENCES:
DB 10204, PG. 2504
BM 2005, =GS. 344-345
LEGEf�D
R�W RIG'�iT—OF—WAY
SITE ADDRE S
S
1000 BEAVER CREEK COMMONS DR.
APEX, NC 27502-3995
IPF
IRO,:N PIPE FOUND
IRF
IRCN ROD FOUND
IRS
IR(0)N ROD SET
BM
BCOK OF MAPS
N/F
NC'.+:yl OR FORMERLY
DB
DO, D BOOK
PG
PAGE
WV
WA TER VALVE
EP
EDGE OF PAVEM NT
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PP
PO?HER POLE
RCP
REIINFORCED CONCRETE PIPE
B C
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BA, .,K OF CURB
CO
CLEAN OUT
EOI
END' OF INFORMATION
CONC
CONCRETE
SSMH
SA`1ITARY SEWER MANHOLE
GW
GLYWIRE
UGGL
UNDERGROUND GAS LINE UTILITY
CB
CATCH BASIN
1O
LOT NUMBER
100
STREET ADDRESS
®
EL=CTRIC BOX
TE'EPHONE PEDESTAL
*
LIGHT POLE
FIR= HYDRANT
RCA LINE
PROPERTY LINE
`� FLOOD PLAIN
FLOOD WAY
RIPARIAN BUFFERS
3: 1 OR ST
EEPE SLOPES
R
EXISTING WETLANDS
IMPACTED WETLANDS
CALL N -C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOI UTILITY
D
DAMAGE
NORTH
80' 0 80' 160:, ,,,
i'
SCALE: 1 "=80' (Horiz.)
THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED OLELY
S
PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS
CM - ENGINEERING
DATE
PUBLIC WORKS - ENVIRONMENTAL PROGRAMS
DATE
CM - TRANSPORTATION
DATE
PLANNING
DATE
CM - BUILDING INSPECTIONS
DATE
PLANNING - TRANSPORTATION
DATE
PUBLIC WORKS - WATER/SEWER
DATE
RE
DATE
PUBLIC WORKS - ELECTRIC
DATE
PARKS, RECREATION & CULTURAL RES.
DATE
PUBLIC WORKS - S & E
DATE
DATE:
MAY 5, 2014
MCE PRO]. #
06631-0002
DRAWN
DCR/BMS
DESIGNED
GCA
CHECKED
]LM
PRO]. MGR.
CHS
SCALE
HORIZONTAL:
Y=80'
VERTICAL:
N/A
M&C FILE NUMBER
CR101
DRAWING NUMBER
e2
;-(/,1T CJS : REVISION
FINAL DESIGN 8
FOR REVIEW PURPOSES ONLY

- -
N88W453g1-1n83'
- - � �L7
RCA (0.84 AC)
NEW BERM 4�
18" HIGH, BOTH SLOPES 3: 1
CENTERED /N 10' BUFFER
N/i
MICHAEL J BISHOP
DB 14563, PG. 075
BM 1987, PG 5506
PING 073201-35 305
ZONING R 40W
� s
30' BUILDING BM f987,SETBACK LINE 56 �� N87'79'44"E
BM 1987, PG. 556 28.48
NEW BERM
DAw Dn 18" HIGH, BOH SLOPES J. 1
fe CENTERED IN 10' BUFFER
SIA PG 1272
6532,C3-3-8711
ZG . : -011
LEGEND
BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
- -
LOT LINE
®-
RIGHT-OF-WAY LINE
-
CENTER LINE
-
- RCA LINE
8TH SUBMITTAL TO TOWN OF APEX - CONSTRUCTION DOCUMENT SUBMITTAL
PROPERTY LINE
7
RETAINING WALL
2014.11.07
-- SETBACK LINE
- -
RIPARIAN BUFFERS
5
CONCRETE SIDEWALK
2014.08.04
EXISTING RCA
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4 EARL a
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•- DB 10204, PG. 2504
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8M 2006, PG 878-883 8"GUM 145 !0 L9 MD
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RRA` I NFIQM & CREED
4WL 1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING E:IT NOT LIMITED
TO TESTING, CLEARI N G, INSTALLATION OF S&E MEASURES, OR
GRADING, SHALL OCCUR UNTIL REQUIRED PRCTECTION FENCING
HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT 7.1 -IE PLANNING
DEPARTMENT OR BY CALLING 919 249-3426,,
2. PROTECTION FENCING MUST BE PLACED:
A) AWAY FROM ANY SAVED TREE ONE FOO-1FOR EACH INCH
OF TREE CALIPER.
B) AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED
RESOURCE CONSERVATION AREA, SUCH AS +3UT NOT LIMITED
TO HISTORIC BUILDINGS AND STRUCTURES, ' ETLANDS, AND
PONDS.
C) ALONG THE OUTSIDE LINE OF THE 100 -'.'EAR FLOODPLAIN,
AND THE OUTSIDE EDGE OF ANY RIPARIAN UFFER.
3. ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER
LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS
DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER;
SUCH AREAS MAY INCLUDE BUT ARE NOT LIMITED TO COMMON
PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
4. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH
ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY
REQUIRED BUFFER OR PROTECTED AREA (SUCH AS BUT NOT
LIMITED TO, RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC
UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE
CONTAINED ENTIRELY ON SITE.
5. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL
REQUIREMENTS SUCH AS BUT NOT LIMITED TO PLAY FIELDS
AND GREENWAY TRAILS MUST MEET ANY APFjCABLE
STANDARDS FOUND IN THE TOWN OF APEX STANDARD
SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE
REQUIREMENTS OF THE TOWN OF APEX PARKS AND
RECREATION DEPARTMENT.
6. THE SCREENING OF LOADING DOCKS, ROLL-DJ17 CONTAINERS,
DUMPSTERS, OUTDOOR STORAGE, MECHANICA-AND HVAC
EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, GROUND
OR BUILDING SHALL MEET THE REQUIREMENT OF SECTION 8.2.8
OF THE LIDO. SPECIFICALLY SCREENING MUST BE DONE SO
THAT:
A) IT IS INCORPORATED INTO THE OVERALL DESIGN THEME
OF THE BUILDING AND LANDSCAPING.
B) SCREENING MATERIALS ARE NOT DIFFERENT FROM OR
INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING
OR LANDSCAPE AND ARE SIMILAR IN MATERIAL AND COLOR.
C) SCREENING ITEMS ARE OUT OF VIEW FROM ADJACENT
PROPERTIES AND PUBLIC STREETS, AND A TOTALLY OPAQUE
SCREEN IS ACHIEVED.
D) ANY GROUND -MOUNTED HVAC OR OT} -'ER MECHANICAL
OR UTILITY EQUIPMENT SIX -FEET TALL OR HIGHER MUST BE
FENCED AND LANDSCAPED.
E) DUMPSTER ENCLOSURES MUST BE EIGh:T FEET TALL OR
THE HEIGHT OF THE DUMPSTER WHICHEVER IS GREATER AND
BE BUILT OF MASONRY MATERIAL WITH OPAQUE GATES.
WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE
PLANTED OUTSIDE THE ENCLOSURE TO VISUALLY SOFTEN
THE APPEARANCE.
7. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR
PHASE MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF
OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT
PHASE.
8. PRIOR TO SCHEDULING A FINAL SITE INSPECTION SITE ITEMS
SUCH AS BUT NOT LIMITED TO, LIGHTING, LANDSCAPING
(INCLUDING MULCH), SCREENING (LE.: DUMPSTERS/TRASH,
MECHANICAL/HVAC, ETC.), SITE STABILIZATIO- (SEEDING), AND
PARKING AND PAVEMENT MARKING MUST BE OMPLETED.
9. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF SITE PLAN
APPROVAL PROCESS. A SEPARATE SIGN PERI -+IT MUST BE
OBTAINED PRIOR TO INSTALLATION OF THE S ^,N. MULTIPLE USE
LOTS, NON-RESIDENTIAL SUBDIVISIONS, AND MULTIPLE TENANT
LOTS MUST SUBMIT A MASTER SIGN PLAN FCR APPROVAL.
10. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF
GREATER THAN FIVE FEET IN HEIGHT WITHIN A, HORIZONTAL
DISTANCE OF 50 FEET OR LESS, INCLUDING FL-TAINING WALLS
OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE
DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE
CHARGE OF A REGISTERED PROFESSIONAL EKGiNEER AND
COMPLY IN ALL ASPECTS WITH THE NC BUILD :NG CODE
SECTION 1610. RETAINING SYSTEMS MEETING 7-IESE CRITERIA
WILL REQUIRE A SEPARATE BUILDING PERMIT ?RIOR TO START
OF WORK.
11. A GRADING PERMIT FROM THE BUILDING INSPECTION DIVISION IS
REQUIRED PRIOR TO ANY GRADING ON THE STE IN
CONFORMANCE TO THE NC BUILDING CODE APPENDIX J
(GRADING).
OR&31:11111114
PROJECT TO BE DEVELOPED IN FOUR PHASES. THE 1'1i3TIAL PHASE
IS ILLUSTRATED ON SHEET C1.1 PLUS LOTS 108-115 AND WILL
INVOLVE A MAXIMUM OF 50 LOTS. SUBSEQUENT PHASES WILL
GENERALLY FOLLOW THE SHEET LAYOUT FOR SHEET C.2 (PHASE
2), C1.3 (PHASE 3), AND C1.4 (PHASE 4). EXACT LOTS WILL VARY
DEPENDING UPON MARKET DEMAND. PHASE ONE COi4.STRUCTION
ACCESS WILL BE FROM CREEKSIDE LANDING DRIVE ACXERMAN HILL
DRIVE'S CONNECTION WITH CHAPEL RIDGE ROAD WILL3E
CONSTRUCTED DURING PHASE TWO. CONSTRUCTION TRAFFIC
ACCESS WILL BE RESTRICTED TO CREEKSIDE LANDING DRIVE
DURING CONSTRUCTION. ACKERMAN HILL DRIVE'S CONkECTiON WITH
CHAPEL RIDGE ROAD IS FOR RESIDENTS AND EMERGEti.CY VEHICLES
ONLY.
SITE LAYOUT NOTES:
1. ALL RADII AND DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE
OF BUILDING, UNLESS OTHERWISE NOTED.
2. CURBING SHALL BE 2'-6" STANDARD CURB AND GUTTER OR
2'-6" VALLEY CURB AND GUTTER UNLESS OTHERWISE NOTED.
GENERALLY THE VALLEY CURB AND GUTTER TO BE USED
WHERE RESIDENTIAL DRIVEWAYS INTERSECT THE 50' PUBLIC
RIGHT-OF-WAY STREETS.
3, ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES
SHALL RECEIVE HANDICAP PAVEMENT MARKINGS AS INDICATED
ON THE DETAIL SHEETS. STALLS LABELED "VAN" TO RECEIVE
AN ADDITIONAL "VAN ACCESSIBLE" SIGN.
4• THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
POINTS.
5. GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH
ALL UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL
REQUIRED FEES AND COSTS.
6. ALL DRIVEWAYS WIDTHS ARE 16',
7. ALL SIDEWALK WIDTHS ARE 5' UNLESS OTHERWISE NOTED.
8. SEE SHEET C5.1 AND C5.2 FOR LOCATIONS OF PROPOSED
STREET TREES.
1. CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY
CONSTRUCTION INSPECTION OF THE SITE. CONTACT THE TOWN
OF APEX AT 919-362-4191 AT LEAST THREE (3) WORKING
DAY PRIOR TO BEGINNING CONSTRUCTION FOR INSPECTION.
2. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE
WITH CURRENT TOWN OF APEX STANDARDS, SPECIFICATIONS
AND DETAILS.
3. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL U1ILITY LOCATIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL VERIFY LAYOUT AND CONTACT ENGINEER
WITH ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
6, THIS SITE PLAN IS IN CONFORMITY WITH APPLICABLE TOWN
THOROUGHFARE PLANS, LAND USE PLAN, PARKS AND
RECREATION MASTER PLAN AND ANY OTHER ADOPTED PLANS
AND POLICIES.
7. ACCESSIBLE CURB OUT RAMP SHALL BE PROVIDED WHERE
SIDEWALKS INTERSECT CURBING. ALL CURB OUT RAMP DETAILS
SHALL CONFORM TO AND REFERENCE THE NC STATE
ACCESSIBILITY CODE. CURB OUT RAMPS WITHIN THE R/W
SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
8. ALL HVAC UNITS, MECHANICAL EQUIPMENT & SATELLITE DISHES
ON THIS SITE WILL BE SCREENED.
9. PAINTED TRAFFIC ARROWS AND ALL SIGNS, PAVEMENT
MARKINGS, ETC. SHALL CONFORM TO M.U.T.C.D. STANDARDS.
10. ALL PROPERTY CORNERS ON SITE SHALL BE MONUMENTED AT
LEAST 1' ABOVE FINISHED GRADE AT COMPLETION OF
CONSTRUCTION.
11. ALL SIGNS WILL BE APPROVED UNDER SEPARATE PERMIT IN
ACCORDANCEITH THE HE MASTER SIGN PLAN FOR BEAVER
CREEK COMMONS.
12. TRASH CANS AND RECYCLE BINS WILL BE LOCATED IN THE
GARAGES. SEE ARCHITECTURAL PLANS.
13. CONTRACTOR SHALL INSTALL STEPS AND HANDRAILS ON ALL
NON-ACCESSIBILE SIDEWALKS WHERE GRADES EXCEED 57*.
14. CREEKSIDE LANDING DRIVE AND ALL OTHER PROPOSED
STREETS ARE TO BE POSTED 25 MPH.
15. BUFFERS TO BE PLANTED BEFORE FIRST C.O. WITHIN EACH
PHASE.
THE SIGNATURES AFFIXED
BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
PER THE CERTIFICA.11ONS SIGNED ON THE COVER
SHEET OF THESE CONSTRUCTION PLANS
9
9TH SUBMITTAL TO TOWN OF APEX - REVISED SANITARY SEWER OUTFALL LOCATION
2014.12.16
8
8TH SUBMITTAL TO TOWN OF APEX - CONSTRUCTION DOCUMENT SUBMITTAL
2014,11.24
7
7TH SUBMITTAL TO TOWN OF APEX - CONSTRUCTION DOCUMENT SUBMITTAL
2014.11.07
6
6TH SUBMITTAL TO TOWN OF APEX - CONSTRUCTION DOCUMENT SUBMITTAL
2014.10.06
5
STH SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.08.04
4
4TH SUBMITTAL TO TOWN OF APEX - MASTER SUBDMSION PLAN SUBMITTAL
2014.07.31
3
3RD SUBMITTAL TO TOWN OF APEX - MASTER SUBDMSION PLAN SUBMITTAL
2014.07.11
2
2ND SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.06.13
1
IST SUBMITTAL TO TOWN OF APEX - MASTER SUBDIVISION PLAN SUBMITTAL
2014.05.05
REV. NO.
DESCRIPTIONS
DATE
IL
REVISIONS
eidon
• ®' CGS OAFL
4 EARL a
COORM
N-727.6
E2.o44:
EL -188,32' (f
O
187tCP Zq+A,cp ... _.__ ._._._ _ -- s . _. rANM1N 7 P x P. se_.
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ZONNG PUD -CU)
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�• i� ® • •IS OAK _-/'' /
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•- DB 10204, PG. 2504
----- -_ BM 2003, PGS, 1184-1189
W Ln.1 ® -- 1111 `\ V i PIN# 0732.11-56-4094 /
l
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RRA` I NFIQM & CREED
4WL 1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING E:IT NOT LIMITED
TO TESTING, CLEARI N G, INSTALLATION OF S&E MEASURES, OR
GRADING, SHALL OCCUR UNTIL REQUIRED PRCTECTION FENCING
HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT 7.1 -IE PLANNING
DEPARTMENT OR BY CALLING 919 249-3426,,
2. PROTECTION FENCING MUST BE PLACED:
A) AWAY FROM ANY SAVED TREE ONE FOO-1FOR EACH INCH
OF TREE CALIPER.
B) AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED
RESOURCE CONSERVATION AREA, SUCH AS +3UT NOT LIMITED
TO HISTORIC BUILDINGS AND STRUCTURES, ' ETLANDS, AND
PONDS.
C) ALONG THE OUTSIDE LINE OF THE 100 -'.'EAR FLOODPLAIN,
AND THE OUTSIDE EDGE OF ANY RIPARIAN UFFER.
3. ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER
LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS
DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER;
SUCH AREAS MAY INCLUDE BUT ARE NOT LIMITED TO COMMON
PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
4. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH
ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY
REQUIRED BUFFER OR PROTECTED AREA (SUCH AS BUT NOT
LIMITED TO, RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC
UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE
CONTAINED ENTIRELY ON SITE.
5. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL
REQUIREMENTS SUCH AS BUT NOT LIMITED TO PLAY FIELDS
AND GREENWAY TRAILS MUST MEET ANY APFjCABLE
STANDARDS FOUND IN THE TOWN OF APEX STANDARD
SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE
REQUIREMENTS OF THE TOWN OF APEX PARKS AND
RECREATION DEPARTMENT.
6. THE SCREENING OF LOADING DOCKS, ROLL-DJ17 CONTAINERS,
DUMPSTERS, OUTDOOR STORAGE, MECHANICA-AND HVAC
EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, GROUND
OR BUILDING SHALL MEET THE REQUIREMENT OF SECTION 8.2.8
OF THE LIDO. SPECIFICALLY SCREENING MUST BE DONE SO
THAT:
A) IT IS INCORPORATED INTO THE OVERALL DESIGN THEME
OF THE BUILDING AND LANDSCAPING.
B) SCREENING MATERIALS ARE NOT DIFFERENT FROM OR
INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING
OR LANDSCAPE AND ARE SIMILAR IN MATERIAL AND COLOR.
C) SCREENING ITEMS ARE OUT OF VIEW FROM ADJACENT
PROPERTIES AND PUBLIC STREETS, AND A TOTALLY OPAQUE
SCREEN IS ACHIEVED.
D) ANY GROUND -MOUNTED HVAC OR OT} -'ER MECHANICAL
OR UTILITY EQUIPMENT SIX -FEET TALL OR HIGHER MUST BE
FENCED AND LANDSCAPED.
E) DUMPSTER ENCLOSURES MUST BE EIGh:T FEET TALL OR
THE HEIGHT OF THE DUMPSTER WHICHEVER IS GREATER AND
BE BUILT OF MASONRY MATERIAL WITH OPAQUE GATES.
WHERE PRACTICABLE, SHRUBS OR OTHER PLANTS MUST BE
PLANTED OUTSIDE THE ENCLOSURE TO VISUALLY SOFTEN
THE APPEARANCE.
7. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR
PHASE MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF
OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT
PHASE.
8. PRIOR TO SCHEDULING A FINAL SITE INSPECTION SITE ITEMS
SUCH AS BUT NOT LIMITED TO, LIGHTING, LANDSCAPING
(INCLUDING MULCH), SCREENING (LE.: DUMPSTERS/TRASH,
MECHANICAL/HVAC, ETC.), SITE STABILIZATIO- (SEEDING), AND
PARKING AND PAVEMENT MARKING MUST BE OMPLETED.
9. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF SITE PLAN
APPROVAL PROCESS. A SEPARATE SIGN PERI -+IT MUST BE
OBTAINED PRIOR TO INSTALLATION OF THE S ^,N. MULTIPLE USE
LOTS, NON-RESIDENTIAL SUBDIVISIONS, AND MULTIPLE TENANT
LOTS MUST SUBMIT A MASTER SIGN PLAN FCR APPROVAL.
10. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF
GREATER THAN FIVE FEET IN HEIGHT WITHIN A, HORIZONTAL
DISTANCE OF 50 FEET OR LESS, INCLUDING FL-TAINING WALLS
OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE
DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE
CHARGE OF A REGISTERED PROFESSIONAL EKGiNEER AND
COMPLY IN ALL ASPECTS WITH THE NC BUILD :NG CODE
SECTION 1610. RETAINING SYSTEMS MEETING 7-IESE CRITERIA
WILL REQUIRE A SEPARATE BUILDING PERMIT ?RIOR TO START
OF WORK.
11. A GRADING PERMIT FROM THE BUILDING INSPECTION DIVISION IS
REQUIRED PRIOR TO ANY GRADING ON THE STE IN
CONFORMANCE TO THE NC BUILDING CODE APPENDIX J
(GRADING).
OR&31:11111114
PROJECT TO BE DEVELOPED IN FOUR PHASES. THE 1'1i3TIAL PHASE
IS ILLUSTRATED ON SHEET C1.1 PLUS LOTS 108-115 AND WILL
INVOLVE A MAXIMUM OF 50 LOTS. SUBSEQUENT PHASES WILL
GENERALLY FOLLOW THE SHEET LAYOUT FOR SHEET C.2 (PHASE
2), C1.3 (PHASE 3), AND C1.4 (PHASE 4). EXACT LOTS WILL VARY
DEPENDING UPON MARKET DEMAND. PHASE ONE COi4.STRUCTION
ACCESS WILL BE FROM CREEKSIDE LANDING DRIVE ACXERMAN HILL
DRIVE'S CONNECTION WITH CHAPEL RIDGE ROAD WILL3E
CONSTRUCTED DURING PHASE TWO. CONSTRUCTION TRAFFIC
ACCESS WILL BE RESTRICTED TO CREEKSIDE LANDING DRIVE
DURING CONSTRUCTION. ACKERMAN HILL DRIVE'S CONkECTiON WITH
CHAPEL RIDGE ROAD IS FOR RESIDENTS AND EMERGEti.CY VEHICLES
ONLY.
SITE LAYOUT NOTES:
1. ALL RADII AND DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE
OF BUILDING, UNLESS OTHERWISE NOTED.
2. CURBING SHALL BE 2'-6" STANDARD CURB AND GUTTER OR
2'-6" VALLEY CURB AND GUTTER UNLESS OTHERWISE NOTED.
GENERALLY THE VALLEY CURB AND GUTTER TO BE USED
WHERE RESIDENTIAL DRIVEWAYS INTERSECT THE 50' PUBLIC
RIGHT-OF-WAY STREETS.
3, ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES
SHALL RECEIVE HANDICAP PAVEMENT MARKINGS AS INDICATED
ON THE DETAIL SHEETS. STALLS LABELED "VAN" TO RECEIVE
AN ADDITIONAL "VAN ACCESSIBLE" SIGN.
4• THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
POINTS.
5. GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH
ALL UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL
REQUIRED FEES AND COSTS.
6. ALL DRIVEWAYS WIDTHS ARE 16',
7. ALL SIDEWALK WIDTHS ARE 5' UNLESS OTHERWISE NOTED.
8. SEE SHEET C5.1 AND C5.2 FOR LOCATIONS OF PROPOSED
STREET TREES.
1. CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY
CONSTRUCTION INSPECTION OF THE SITE. CONTACT THE TOWN
OF APEX AT 919-362-4191 AT LEAST THREE (3) WORKING
DAY PRIOR TO BEGINNING CONSTRUCTION FOR INSPECTION.
2. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE
WITH CURRENT TOWN OF APEX STANDARDS, SPECIFICATIONS
AND DETAILS.
3. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL U1ILITY LOCATIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL VERIFY LAYOUT AND CONTACT ENGINEER
WITH ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
6, THIS SITE PLAN IS IN CONFORMITY WITH APPLICABLE TOWN
THOROUGHFARE PLANS, LAND USE PLAN, PARKS AND
RECREATION MASTER PLAN AND ANY OTHER ADOPTED PLANS
AND POLICIES.
7. ACCESSIBLE CURB OUT RAMP SHALL BE PROVIDED WHERE
SIDEWALKS INTERSECT CURBING. ALL CURB OUT RAMP DETAILS
SHALL CONFORM TO AND REFERENCE THE NC STATE
ACCESSIBILITY CODE. CURB OUT RAMPS WITHIN THE R/W
SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
8. ALL HVAC UNITS, MECHANICAL EQUIPMENT & SATELLITE DISHES
ON THIS SITE WILL BE SCREENED.
9. PAINTED TRAFFIC ARROWS AND ALL SIGNS, PAVEMENT
MARKINGS, ETC. SHALL CONFORM TO M.U.T.C.D. STANDARDS.
10. ALL PROPERTY CORNERS ON SITE SHALL BE MONUMENTED AT
LEAST 1' ABOVE FINISHED GRADE AT COMPLETION OF
CONSTRUCTION.
11. ALL SIGNS WILL BE APPROVED UNDER SEPARATE PERMIT IN
ACCORDANCEITH THE HE MASTER SIGN PLAN FOR BEAVER
CREEK COMMONS.
12. TRASH CANS AND RECYCLE BINS WILL BE LOCATED IN THE
GARAGES. SEE ARCHITECTURAL PLANS.
13. CONTRACTOR SHALL INSTALL STEPS AND HANDRAILS ON ALL
NON-ACCESSIBILE SIDEWALKS WHERE GRADES EXCEED 57*.
14. CREEKSIDE LANDING DRIVE AND ALL OTHER PROPOSED
STREETS ARE TO BE POSTED 25 MPH.
15. BUFFERS TO BE PLANTED BEFORE FIRST C.O. WITHIN EACH
PHASE.
THE SIGNATURES AFFIXED
BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY
PER THE CERTIFICA.11ONS SIGNED ON THE COVER
SHEET OF THESE CONSTRUCTION PLANS
DATE
DATE
CM - ENGINEERING
PUBLIC WORKS - ENVIRONMENTAL PROGRAMS
DATE
DATE
CM - TRANSPORTA11ON
PLANNING
DATE
DATE
CM - BUILDING INSPECT10S
PLANNING - TRANSPORTATION
DATE
DATE
PUBLIC WORKS - WATER/ZEWER
EIRE
DATE
DATE
PUBLIC WORKS - ELECTRI"-
PARKS, RECREATION & CULTURAL RES.
DATE
PUBLIC WORKS - S & E
DATE: MAY 5, 2014 SCALE
M&C FILE NUMBER
HEMPSTEAD T BEAVER CREEK MCE PROD. # 06631-0002 C R j ®j'
DRAWN DCR/BMS
HORIZONTAL: DRAWING NUMBER
CARONA
APEX® T LIDESIGNED GCA 1" = 80,
NORH
CHECKED ]LIN
PRO]. MGR. CHS
VERTICAL: L, I .
N/A
STATUS: REVISION
FINAL DESIGN 9
FOR REVIEW PURPOSES ONLY