20150663 Ver 1_401 Application_20150715

i1MMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Ms Karen Hiqqins
NC DWQ, WBSCP Unit
512 N. Salisbury Street
Raleiqh, North Carolina 27604
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
20150663
Date: 07 /09/201,5 Job :3627
Project: Shaffer Subdivision
Reference:
Copies Sent To:
COPIES DATE NUMBER DESCRIPTION
2 07/09/15 Full Size PCN Applications
3 07/09/15 Reduced Size PCN Applications
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS.
Thank you,
Ginger Carbone
Administrative Assistant
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SIGNED:
Justin M. Milstein
Environmental Scientist
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TIMMONS GROUP
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YOUR VISION ACHIEVED THROUGH OURS.
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July 8, 2015 DENR • ­,
401 & BUFF Ef; PLi- 0,11 I NG
Mr. James Lastinger Ms. Karen Higgins
US Army Corps of Engineers NC Dept. of Environment & Natural Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
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3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
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Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604
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RE: Shaffer Subdivision NWP 29 Pre - Construction Notification Application
Town of Holly Springs, Wake County
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Dear Mr. Lastinger and Ms. Higgins:
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On behalf of HHHunt Shaffer, LLC, we are requesting authorization from the USACE to use
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NWP 29 for 0.183 acres of permanent wetland impact and 65 linear feet of permanent stream
impacts for lot fills and road construction for the proposed residential development, Shaffer
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Subdivision. We are also requesting a 401 WQC from NCDWR for the above referenced
impacts.
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Shaffer Subdivision is a 44± acre proposed 139 lot residential development with associated
infrastructure (e.g., roads, utilities, stormwater management). The project is located on Holly
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Springs New Hill Road, just west of Old Holly Springs Apex Road in Holly Springs, Wake County
(Latitude: 35.6626N Longitude: - 78.8596 °W). The project is located in the White Oak Creek
Watershed, Cape Fear River Basin and on site tributaries drain to Little Branch. The Water
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Quality Classification for Little Branch is C.
The site consists of two parcels referred to as the Shaffer parcel (PIN #: 0649068141; 33.85
acres) and the Evans parcel (PIN #: 0649166066; 10.47 acres). A site visit by the USACE and
JD Approval for the Shaffer parcel occurred in November 2013. DWR issued a stream
determination letter on December 20, 2013. Onsite wetlands for the Evans parcel were
delineated by Timmons Group staff (formerly Mitchell Environmental staff) on November 19,
2014 A JD Request Application was submitted to the USACE on November 3, 2014 and
Timmons is requesting issuance of the JD in conjunction with the issuance of the NWP 29.
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The proposed project impacts consist of 0.183 acres of permanent wetland impact and 65 linear
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feet of permanent stream impact. The impacts will occur from construction of building sites for
residences and roads. Mitigation is anticipated for the wetland impacts and mitigation credits
have been secured through the NC Division of Mitigation Services In -Lieu Fee Program.
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Stream impacts are below the mitigation threshold and mitigation is not anticipated.
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The stormwater management plan consists of three wet detention ponds. The stormwater plan °
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is currently in the review process of the Town of Holly Springs. Final Stormwater Plan approval
and issuance of a Stormwater Permit occurs after the Construction Drawing phase.
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
Please refer to attached PCN, supporting materials and plans for details describing the proposed impacts. If
you have any questions, please do not hesitate to call me (603- 498 -9307; natalie.landrv(a_Dtimmons.com) or
Scott Mitchell at 919 - 866 -4952 or scott.mitchell(a)timmons.com.
Respectfully Submitted,
Natalie Landry
Environmental Specialist
cc: Scott Mitchell, Timmons Group, scott.mitchell(cD.timmons.com
Attachments:
Pre - Construction Notification (PCN)
Agent Authorization
USGS Topo Quad
Wake County Soil Survey
Stream Determination Letter
Mitigation Letter
Impact Maps
Site Plan

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Corps action ID no
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DWQ project no
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Form Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a Type(s) of approval sought from the Corps ❑✓ Section 404 Permit ❑ Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
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 For the record only for DWQ For the record only for Corps Permit
because written approval is not required? 401 Certification
❑ Yes ❑No ❑ 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 [Z] Yes ❑ No
or in -lieu fee program
1g Is the project located in any of NC's twenty coastal counties If yes, answer 1 h ❑ Yes ❑✓ No
below
1 h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑✓ No
2. Project Information
2a Name of project Shaffer Subdivision
2b County, Wake
2c Nearest municipality /town Holly Springs
2d Subdivision name Shaffer Subdivision
2e NCDOT only, T I P. or state project no
3. Owner Information
3a Name(s) on Recorded Deed HHHunt Shaffer, LLC HHHunt Shaffer, LLC
3b Deed Book and Page No Book 015923 Page 01341 Book 015801 and Page 00438
3c Responsible Party (for LLC if Josh Lambert Josh Lambert
applicable)
3d Street address 1401 Sunday Drive, Suite 109 1401 Sunday Drive, Suite 109
3e City, state, zip Raleigh, INC 27607 Raleigh, NC 27607
3f Telephone no 919- 861 -6380 919 - 861 -6380
3g Fax no.. 919- 861 -6385 919- 861 -6385
3h Email address jwlambert @hhhunt.com [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is ❑ Agent
4b. Name
4c Business name
(if applicable)
4d Street address
4e City, state, zip
4f Telephone no
4g Fax no .
4h. Email address
5. Agent/Consultant Information (if applicable)
5a Name Scott Mitchell
5b Business name Timmons Group, Inc.
(if applicable).
❑ Other, specify
5c.
Street address
5410 Trinity Road, Suite 112
5d
City, state, zip
Raleigh, NC 27607
5e
Telephone no
919 - 866 -4952
5f
Fax no
919- 859 -5663
5g
Email address
Scott.mitchell @timmons.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a Property Identification no (tax PIN or parcel ID) 1 0649068141 and 0649166066
11b Site coordinates (In decimal degrees) Latitude. 35.6626 Longitude - 78.8615
1c Property size 44.32 acres
2. Surface Waters
2a Name of nearest body of water to proposed project Little Branch
2b Water Quality Classification of nearest receiving water C
2c. River basin Cape Fear River Basin
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
The site consists of two undeveloped adjacent tracts Both tracts have been completely timbered, with the exception of wetlands and buffers Holly
Springs New Hill Road borders the site to the south and State Route 55 is approximately 3/4 mile to the east Residential developments are
numerous east of Route 55 but are now in demand in this vicinity of the NC 540 Highway interchange
3b List the total estimated acreage of all existing wetlands on the property 0.344
3c List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property 519
3d Explain the purpose of the proposed project.
The purpose of the project is to develop the property to meet the needs for residential homes, including utilities and roadway infrastructure
3e Describe the overall project In detail, Including the type of equipment to be used
This proposed project consists of a split -zoned residential subdivision including roadways and stormwater infrastructure There are proposed grading z
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the ❑✓ Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (Including all prior phases) in the past? Comments DWQ Stream Determination 10/20/2013
4b If the Corps made the jurisdictional determination, what type ❑✓ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company Timmons Group
Name (If known) Scott Mitchell, LSS, PE Other James Lastinger, USACE
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
DWR visited the Shaffer parcel on 10/20/13 and the Evans parcel on 12/12/14.
The USACE visited the Shaffer site on 10/23/14 and will perform a desktop review of the Evans parcel
5. Project History
5a Have permits or certifications been requested or obtained for ❑ Yes [Z] No ❑ Unknown
this project (Including all prior phases) in the past?
5b If yes, explain In detail according to "help file" Instructions
6. Future Project Plans
6a Is this a phased project? ❑ Yes ❑✓ No
6b If yes, explain
Page 3 of 10
PCN Form — Version 1.4 January 2009

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 impact Type of wetland Forested Type of jurisdiction
Area of
number Corps (404,10) or
impact
Permanent (P) or DWQ (401, other)
(acres)
Temporary (T)
W1 P Fill Headwater Wetland Yes Corps
0 061
W2 P Fill Headwater Wetland Yes Corps
0 056
W3 P Fill Headwater Wetland Yes Corps
0 066
W4 Choose one Choose one Yes /No
W5 Choose one Choose one Yes /No
W6 Choose one Choose one Yes /No
2g Total Wetland Impacts:
0.183
2h Comments.
W1 = fill and grading for lots 3 and 126 and Street J
W2 = fill and grading for lots 22, 23 and 48 and Street J
W3 = fill and grading for lots 40 and 41
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 (PER) or Type of Average
Impact
number intermittent (INT)? jurisdiction stream
length
Permanent (P) or width
(linear
Temporary (T) (feet)
feet)
S1 P Fill LIT to Little Branch INT Corps 3
65
S2 Choose one
S3 Choose one
S4 Choose one -
S5 Choose one
S6 Choose one -
3h Total stream and tributary impacts
65
31 Comments
S1 impacts = fill and grading for Lots 8 and 9
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 Individually list all open water Impacts below
Impacts
4a 4b 4c
4d 4e
Open water Name of waterbody
6a. Protect Is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba
Impact number (If applicable) Type of Impact
Waterbody Area of Impact (acres)
Permanent (P) or
type
Temporary (T)
Buffer Impact Reason for Impact Stream name
01 Choose one
Choose
02 Choose one
Choose
03 Choose one
Choose
04 Choose one
Choose
4f Total open water impacts
4g Comments
feet)
5. Pond or Lake Construction
Yes /No
If pond or lake construction proposed, then complete the chart below
B2
5a 5b
5c
5d 5e
Pond ID number Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet) Upland
purpose of pond
(acres)
Flooded Filled Excavated
Flooded Filled Excavated
P1 Choose one
1
P2 Choose one
6h Total Buffer Impacts:
5f Total:
61 Comments- Buffer Impacts of 5,700 sqft are proposed for Cape Fear River Buffers under Holly Springs UDO Section 706D
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
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, tl-en you MUST fill out Section D of this form
6a. Protect Is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba
❑ Randleman ❑ Other:
6b 6c 6d
6e 6f
6g
Buffer Impact Reason for Impact Stream name
Buffer Zone 1
Zone 2
number —
mitigation Impact
impact
Permanent (P) or
required? (square
(square
Temporary (T)
feet)
feet)
B1
Yes /No
B2
Yes /No
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h Total Buffer Impacts:
61 Comments- Buffer Impacts of 5,700 sqft are proposed for Cape Fear River Buffers under Holly Springs UDO Section 706D
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Subdivision layout was designed to concentrate development away from the northern edge of the tracts where the majority of the natural resources
are located
1 b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
Most areas near wetlands and streams near the northern property boundary will be left undisturbed to avoid and minimize impacts to these features
2. Compensatory Mitigation for Impacts 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):
2c If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
3c Comments
❑ DWQ ❑ Corps
❑ Mitigation bank
❑� Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type Choose one Quantity
Type. Choose one Quantity
Type. Choose one Quantity
4. Complete if Making a Payment to In -lieu Fee Program
4a
Approval letter from In -lieu fee program Is attached
❑✓ Yes
4b
Stream mitigation requested.
linear feet
4c
If using stream mitigation, stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested.
0.183 acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 I E] Yes No
buffer mitigation?
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a Does the project Include or Is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
1 b If yes, then is a diffuse flow plan included? If no, explain why
2. Stormwater Management Plan
2a What Is the overall percent Imperviousness of this project?
2b Does this project require a Stormwater Management Plan?
2c. If this project DOES NOT require a Stormwater Management Plan, explain why
❑ Yes ❑✓ No
❑ Yes ❑ No
42.29%
❑Yes ❑ No
2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
Curry Engineering is managing the Stormwater Plan review with the Town of Holly Springs The initial stormwater management approach was
approved by Town Council on 3/3/14 as part of the Development Petition phase of the protect per the town's approval process Final Stormwater Plan
approval and issuance of a Stormwater Permit occurs after the Construction Drawing phase, and is required prior to initiating construction on any
stormwater infrastructure of BMP on site The current stormwater treatment concept includes three wet detention basins along the northern portion of
the tracts to protect the natural resources
2e Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction Is this project?
3b Which of the following locally - Implemented stormwater management programs
apply (check all that apply)
3c Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a Which of the following state - Implemented stormwater management programs apply
(check all that apply)
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
5b Have all of the 401 Unit submittal requirements been met?
Town of Holly Springs
Holly Springs
❑✓ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
El Yes [Z] No
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public (federal /state /local) funds or the ❑ 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)?
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
letter) ❑ Yes ❑ No
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, El Yes ❑✓ No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application? I El 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.
This residential subdivision is not anticipated to induce additional cumulative impacts beyond those presented in this application
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
Sewage will be collected and treated by Town of Holly Springs municipal sewer and treatment plant
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a WIII this project occur In or near an area with federally protected species or Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑✓ No
impacts?
5c If yes, Indicate the USFWS Field Office you have contacted -
5d What data sources did you use to determine whether your site would Impact Endangered Species or Designated Critical
Habitat?
The northern long -eared bat was listed as Threatened in Wake County on April 2, 2015 There is potential habitat for Michaux's Sumac on the site.
6. Essential Fish Habitat (Corps Requirement)
6a Will this protect occur in or near an area designated as essential fish habitat? I ❑ Yes ✓❑ No
6b What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
Essential Fish Habitat (EFH) Mapper www habitat noaa gov /protection /efh /ehfmapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. WIII 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?
Listed properties on the National Register and NC State Historic Preservation Office Service
8. Flood Zone Designation (Corps Requirement)
8a. WIII this project occur in a FEMA- designated 100 -year floodplain?
8b If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Ill 11 -• •- ••• ■.. • � •••• - •o Ill' -1 •. -
Scott Mitchell
Applicant/Agent's Printed Name
❑ Yes
I Xe"
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
❑No
July 8, 2015
Date

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and are NOT surveys No warranties, expressed or implied,
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Disclaimer
Shaffer Subdivision iMaps makes every effort to produce and publish
0 100 200 400 Feet the most current and accurate information possible.
I I i i i However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
1 inch = 200 feet are provided for the data therein, its use,or its interpretation.

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Mitchell Environmental, P.A.
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: -ORVA t f(oMg!s OF Role %� - rAit6N, CL(-
Address: 1401 Sunlay dr, s (0 11
l i X.- Z 7 UO `r
Phone: 16t 1f 6 5- 6 3 CIr
Project Name/Description: NGw Ai i t, -rlt 4cr C Ko y S'o�i �JpS
Date: 121(p l /3 V
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402 -1890
Attn: J &, "es Lo-5 f;r►!e✓
i
Field Office: 2'Or,'e Vr I�G 1/ 7
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Mitchell Environmental, P.A., to act on
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. This the 64 day of
bec.. 2Of3
This notification supercedes any previous correspondence concerning the agent for this project.
Ja5� �ArA b1
PRINT Owner's Name
Cc: NCDENR — Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
a4d
PROP4i TY Owner's Signature
PO Box 341 Fuqua), Varrna, North Carolina 27526
Office: 919 -557 -4682 Fax: [phone]

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5
NCDENR
North Carolina Department of Environment and Natural Resol.lrles
Pat McCrory
Governor
.lames A. Crowder
HHHunt Homes of Ralei3Oh- Durham
1401 Sunday Drive Suite 109
Raleigh, NC 27607
Project: Shaffer Subdivision
Division of Mitigation Services Donald R. van der Vaart
Secretary
May 27, 201.5
Expiration of Acceptance: November 27, 2015
CounIN: Wake
I he purpose ofthis letter is to notify you that the NCDENR Division of Mitioation Services (DMS) i,� %� illina to accept payment for
compensatory mitigation for impacts associated with the above referenced project as indicated in the table bekwv. Please note that this
decision does not assure that participation in the DMS in -lieu fee mitigation pro�,ram � ill be approved by the permit issuing agencies
as mitigation for project impacts It is the responsibility of the applicant to contact permitting= agencies to determine if pay menl to the
DMS will be approved. You must also comply with all other state, federal or local government permit. regulations or authorizations
associated with the proposed activity including G.S_ § 143 -214.1 1.
Hiis acceptance is valid for six months Isom the date ofthis letter and is not transferable. If we have not received a cop) of the
issued 40.1 Permit /401 Certification /CAMA permit within this time frame, this acceptance will evpire. It i, the applicant's
responsibility to send copies of tile permits to DMS. Once DMS receives a cop)- of the permits) an invoice will be issued based on
the required mitigation in that permit and payment must be made prior to conductin(I the authorised work. The amount ofthe in -lieu
fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the DMS. the impacts that nim require compensatory ittiti-ation are
summarized in the hollowing (able. The amount of mitigation required and assi«ned to DNVIS tur thi, impact is determined by
permitting, a <oencies and may c\ceed the impact amounts shown below.
- - - - - -- - - -- -
Rig r 13a�in C t � Stream (feet) \wetland, (acresi 11
Location {Iy =r I (Ft')
I Cold Cool \ arm Riparian Non- Riparian C`oa, tt tilar,h
Int pact Cape Fear 01030004 - -0 0 0 0 83 0 0 0 0
Upon receipt of payment, DMS will take responsibility for providing the compensatory nuti <gmion Hie mitigation will be performed
in accordance with the In -Lieu Fee Program insu-ument dated July 28. 3010.
Thank you for your interest in the DMS in -lieu tee mitigation program. Il you have any questions or need additional information.
please contact hell) Williams at (9 19) 707 -8915
Sincerely.
J& '
Ja n �fi l l
Asset Management Supervisor
cc: James LastinL_ >er. USACE- Raleigh
Scott Mitchell. aaent
1X52 Vlaii Service Leiter, Raleigh. �Icrth 4aroiln�., 2?c
Phone 919 %G�- 8gi6'� Internet- wwvr nceep ,nei
�. .. ��I � ,r�,•r +�,m�I� � , .aUti�: ��c:cr _m;;l3yw•— id�de .r ; �,. �� y' � . , -

A91,
RMENR
North `Carolina:Department of Environment and Natural ;Resources
Division of Water Resources
Water Quality Programs
Pat McCroy" Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
January 03, 2014
Leonard -and Katfiefine Shaffer
3532 Friendship' Road
Apex, NC 27502
'Subject: *Surface. Water Determination Letter
NBRRO# 1'3 -380
Wake. County
Determination Type: Surface water determination non - buffered basin .
8ufferCall Isolated or•EIP Call
❑ Neuse,(1:5ANCAC:213 0233),
❑ Tar - Pamlico (15A NCAC 2B 0259) ® Ephemeral /Intermittent/Perennial, Determination
.❑ Isolated Wetland Determination
❑ Jordan (15A NCAC-A _0267)
Project Name: New, Hill Road Shaffer Tract
Location/Directions: Subject-property is located on New Hill Road east-of its intersection with
Green Oaks Parkway'Holly.',Springs, NC:
Subject Stream:
UT to Little.Branch
Determination, Date: December 26,w2013 Staff: .Tames Graham
Feature P* Start@ Stop@ I Soil Surve_ y USGS
E%U
f Topo
B E —� X
C'" [ ** I At stream start.flag I throughout _
below linearwedands
D I ** Intermittent stream throughout x
J 1'begin,fldg
E Linear wetland X
*E11 1P' Ephemeral /Intermittent /Perennial
* * Feature determined to be an intermittent stream, featurevs subject to 40,41401 permitting One Carolina
N11turally
North CarolihaDrviston of Water Resources Raleigh Regional Office Surface Water Protection Phone (9 19) 791°4200 Custorn-er'Service
lnteme-t• Hntiw n6v'aterquality'org IL_ Mail ServlCe Ceritd. Raleigh, NC 27699 -1628 FAX [phone]
"An Equal ,OpportunitglAffirmabve'A "ction] Employer- 50% Recycledl10 %,Post consumer Paper �'

'New Hill Shaffer Tract
Wake County
January 03, 2014
Page 2 of 2'
Explanation The feature(s) listed above have been evaluated' for E /I /P There may be jurisdictional
Wetlands orisolated'wetlands on property`that will require further - review If'the USACE'finds;the wetlands
onsite"to be non- jurisdictional.these "features will have to be evaluated as isolated wetlands -by ,tFie state
In addition, t_here,may be othe��streams °located on .your, property'that do not show up on the maps
referenced.abovebut, still inay'be,donsid'ered jurisdictional according'to the US,Army:Corps of Engineers
and /or to the Division of,Water Resources.
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 DWR or Delegated Local Authority may request4a
determination bYthe Director. An appeal request must be made"within sixty (60) days of date of-this letter
or from the date the affected party ,(including downstream and /or adjacent >owhers) is notified of1his
letter: A request fora determination by the Director shall be referred to the Director in,writing c/o Karen
Higgins; ,DWR WeBSCaPe Unit, 1650 Mail "Service Center, Raleigh, NC 27699:
This determination is final, and binding unless, as,detailed above, you ask for a hearing or -appeal within
sixty(60) days.
The.owner %future owners should notify the, Division of Water Resources (including any, other, Loca[,,State,•and
,Federal Agencies) of this decision, concerning, any future correspondences ,regarding. the subject property (stated
above). This,project may require a Section 404/401 Permit,for the proposed�activity: Any inquiries,should be
directed to,the'D"ivision of Water Resources (Central Office) at (919)- 807 -6300, and the US' Arni ff oep of Engineers
(Raleigh "Regulatory-Field Office) at:(919)- 554 - 4884._
If you have questions regarding this determination, please feel free to contact James Graham at (91,9)
791, -4200
espe tfully,
Danny Smith
'Water"Quality Section
.Regional Supervisor
CC! RRO /SWP File Copy

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Wake County Endangered Species, Threatened Species,Federal Species of Concern, and
Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species,
Wake County, North Carolina
I
LJ
Updated: 1.2- 2015
Common Name
Scientific name
Federal Status
Record Status
Vertebrate:
Annencan eel
Aztgudla rosn-ata
FSC
Current
Baehm:m's sparrow
.4—ophda aesmults
FSC
Historic
Bald eagle
Hahaeenrs leucocephalus
BGPA
Current
Carolina darter
Erheow- -olhs lepidimon
FSC
Probable potential
Carolina madtom
Nonrnrs%ra.rosus
FSC
Current
Northern lone -eared bat
ITvotts septerarronahs
T
Current
Pinewoods ;hirer
L vthnims matutows
FSC
Current
Red - cockaded woodpecker
Picordes bureabs
E
Current
Roanoke bass
Amblophtes caveh-ats
FSC
Current
Southeastern rayons
Myorts ausnevrparars
FSC'
Historic
Southern hognose snake
Hererodon simus
FSC
obscure
Invertebrate:
Atlantic pigtoe
Fuscouaert mason
FSC
Current
Diana f ntillar7 i butterfly
.Speyer, diona
FSC
Current
Dwart'wedgemussel
: iasmtdwna hererodat
E
Current
Greentloater
Lasnugratasub—,dis
FSC
Current
Yellow lance
Elhpno hoiceohna
FSC
Current
Vascular Plant:
Bog ipcebush
Lnulera subconnrea
FSC
Current
Grassleaf ;arowhead
3axnra-- therhrmra
FSC
Historic
Michaas sumac
Rhus mrchratrir
E
Current
Sweet pmesrp
1.4vrom<ysrs .alornra
FSC
Historic
Virginia least trillium
Trdlatm piadltmr vat wrgtmanum
FSC
-'tuT -nt
Nonvascialar Plant:
Lichen:
Page 1 of l
Definitions of Federal Status Codes:
E = endangered ..A axon "tin danger ot - xnnction throughout all or i significant portion of its rang-.'•
T = threatened .A taxon "llkelN- to become endangered within the foreseeable future throughout all or a significant portion of its range
C = candidate. A taxon under consideran n for official listing tot which there is sutlicicnt mformanon to support listing. (Formerly "C I " candidate specie-, i
BC,PA =Bald and Golden Eagle Protection -Act See below
FSC. = Federal Species of Conam. FSC is inn imomnal tent. It is not defined in the federal Endangered Species .Act. In Sorth Carolina. the .Asheville and Raleigh Field offices of the LS Fish and Wildlde
Service iSenace! define Federal Species of Concern as those species diet appear to be in decline or otherwise in need of conservation and are under constdertion for listing or for which there is insufficient
infonnanon to support luting at this time Subsumed under the tern "FSC"' are all species petitioned ti� ot"ide partte, and other selected !local species idenn fled in Service strategic plans State Wildlife
Action Plan. of Natural Heritage Program Lists
Ti So At = threatened due to smalanq of appearance A taxon that is threatened due to imulanty of appearance with another listed specie, and is listed for its protection Tay listed ,rs To S, At are not
biologicall} endangered or threatened and are not subject to Section " consultation. See below
ESP = experimental population A !axon bsted as experimental seater essential or nonessential? Experimental- no ri,s ennal populations of endangered species to g . red volt) are treated is threatened
species on public land. for consultation putx ses..nd as species proposed for listing on pnvate land
P = proposed Taw proposed for official listng as endangered or threatened will be rated is "PE" or "PT ". respecuvelp
Bald and Golden Eagle Protection Act (BG PAn
In the Jul) o!. '00- Federal Reawen -' 3-34o-3-3-2 j, the bald eagle was declared recovered and removed , de- listed) from the Federal List of Threatened and Endangered wildlife This detesting rook effect
August 8,_'00" After delishng, the Bald and Golden Eagle Protection Act i Eagle Acti i 10 L S.C' uo8 -6o8di becomes the primary law protecting bald eagles The Eagle Act prolulrts take of bald and golden
eagles and provides a statutory defirmon of "Cake" that includes "disturb" The L!SM'S has devrehoped National Bald Eagle management Guidelines to provide guidance to land manager, landowners, and
others as to how to avoid disnurbuie bald eagles. For mor information, visit httu:.,www. fws. eow trueratorvbirdsibaldeaele.htm
threatened due to similarity of auaearancel Tj S /.U)
In the Nov -mbzr 1. I -)- Fed -cal Rcguter »8:- -s i825 j, the northern population of the bog turtle, from New Fork south to'vlai}lnd) writ listed .uT (threatened i, and the souhem population Ifrom
¢guise outh to Geoigu) was listed as TI S, A! (threatened due to snmlar t}- of appeumnce ) The T(S A) designation bans the collection ,nd interstate and mmmanonal commercial trade of log turtles from
the southern population The T(S, A) designation has no effect on land management acnvjhes by private landowners in North Cuoltru. part of the seuthem population of the species In addition to nLs official
itatus as T(S' AI. the L. S Fish and Wildlife Senwe comers the southern population of the bog turtle as a Federal species of concern due to habitat foss
Definitions of Record Status:
Current - the species has been observed in the county within the last 5o years
Historic - the species was last observed in the county more than 't0 years ago
Obsctue - the date and'or location of observation is utrcertam.
Incidental migrant - the ipectes ..,; observed outside of its nomnil range or habitat.
Probable. potential - the specter us considered likely to occur to this county based on the proxrmrty of known records i to uljicent you nt , j. the presence of polentially smrable habitat. or both
http- / /www.fws.gov /raleigh /species /cntylist /wake.html 7/9/2015

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Shaffer Subdivision N Disclaimer
iMaps makes every effort to produce and publish
0 100 200 400 Feet the most current and accurate information possible
I i i i I i i i However the maps are produced for information purposes,
and are NOT surveys No warranties, expressed or implied,
1 inch = 200 feet are provided for the data therein. its use,or its interpretation.

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NOTES: - - - --
VARIABLE WIDTH PRIVATE 1. ILL COMSTRLIC(10W SMALL BE W ACCOROI A WITH THE TORN OF HOLLY A
ow ACCESS k yRW05 STAIOARD SPECIFICATIONS AND DETAILS.
MAINTENANCE EASEMENT •'
JIIISDICTgIML - vARIABIE 'MOTH PRVATE 70 TORS 2. BOUNDARY INFORMATION 5 BASED ON SURVEY BY TAYLOR LAND CONSULTANTS.
20' PUBLIC OiEENWAY k /-1t+
�STRFAM C01YON OPEN SPACE SH&L BE 1WNTAINED BY HOMEOWNERS ASSOCAIIONNMP ACCESS d - BUFFER YARD PRIVATE BMP / AWIDIANNCEE EASEMENT (TYPE B) 4. WETIANOS OEUNEATFD BY MITCHELL ENVIRONMENT& AND HAVE BEEN USACIE AND FlEID SURVEYED. �- - - - - - _ •` _ _ - ._ e. OELNEATED WETLAND ANO RIPARIAN BUFFER AREAS SHALL HOT IT ORMIEp. OR OTHFAWSE DSTURBEO UNLESS REAS CALM PEf611RED BY iME
_ U5 AIeF• CORPS OF ENWNELTIS NIO NCDFNR -UNR. _ NA ALL mKETI SlDR 6E PUPJC I AIL / STOIRMWATER I I 7. CONSTRUCTION AP DRAWING FEES SMALL 6 REQUIRED P BEFORE CONSTRUCTION CONSTRUCTION
CAN py
LRFIEMUM B1P 02 / VV 15 ��\
ST EASEMENT \'}� I NANA.'FIIF)I, BLNP i3 , .1 DDRANIC APPROVAL,
FEES SWILL N..W BE PAID PRIOR TO CONBTRUCTION i
/ �/ / j \ // �.•\ Y 44 16 �\ `� IMO,H Li6VATE S. THE DEVELOPER 6 SOLELY RESPONSIBLE FOR THE COST AND COORDINATION RR R
60' PUBLIC SANITARY $TORYNAIER / / //J / �7j 10' ZONE 2 - - ..- .._..- / BIP ACCESS k WRM DUKE ENERGY FOR THE RELOCATION OR REMOVAL OF ANY ONSRE
SEWER EASEMENT MIVYL'RbFM I, 01 /'' /� -GAPE FEAR ` �\ �. MAINTENANCE EASEMENT OVERHEAD POWER POLES AND LINES
\'\ TREE PROTECTRN FENCING SNAIL BE PROVIDED ALONG Al VEGETATED a �y
l/' `j\. I RIPARIAN AO VEGETATED PERIMETER BUFFER AREAS. - [
20' NRNATE SRIRY ( / `C'APE FEAR - II 13 \`- I .. ' 17 ',+ _ - - -- F - - - 10. Amy ACRMY IN THE WIRE ZONE 1 OR ZONE 2 BUFFERS SAW. BE IN
�MdT - RETAINING RIPARIAN lM7ER \ f I- 1 1 ACCORDANCE WITH SECTION 7.a OF THE TOWN OF HOLLY SPRINGS LIDO
130, Tows ! �rWALL I _ L' 1 'I' �;. .1' I I II
�, / ` L_ _ L' -�.�_'^ 22 23 I I 24 25 I I 11. THIS PLAN 6 SS ECF TO REVISION DURING THE CONs,WUCWN DRAWING
euf 0, TARO• F - .. r-- 1 19 I �� I' I 1 RENEW PROCESS FDLLOWNG HOLY SPRINGS TOWN COUNCIL ACTION. t'
- _ �1( 1 L _ _ - - - - - - - - - - I_ _ I I 12. &L ROAMAYS ARE 2T BACK TO eAGf m A sl • Rld/T OF WAY. V
IRRIVAIErr'- ' 1B - I �� I7. A DEVELOPER AGREEMENT SWILL BE REQUESTED FOR 1H6 PROJECT TO Z
II 1 ^ '1' STORY dEM ^I� II III• I f STORM ii PPdEM 11 1 '1' 12 YL `-- - _ I AGGRESS OFFSRE ROAOMAY IMPROVEMENTS.
© O 1D I 14. SIDEWALK SWILL BE LOCATED ONLY ON ONE SINE OF AL STREETS.
11 13, DOROUGHFARE BUFFER YARD FROM HOLLY SPRIND, NEW RILL ROAD BASED
I
ON BOUNDARY SURVEY AND PROPOSED RIGHT OF WAY pEWCN1TION.
1
-
i1 L
RECESS TO OV L. SPRINGS NEW HILL ROAD SUBJECT VI NCOOT DFtNEWAY
O APPROVAL. A 1MFFIC SUBMITTED ANALYSIS D 15 IDOUNEO FOR THIS
PROJECT AND HAS BEEN SUBYR,ED IYRH THIS OEVELOPMEM PETTDON
ct
1
Ni
E ON MARKINGS FOR DELINEAi1pN PER TOMS UDC REQUIREMENTS.
7. PEpE51RIAN CROSSWALKS a.u, HAVE A VARIATION! w STREET PAVEMENT
® 47 le. All INTERSECTION RAM sFw1 BE 30' UNLESS SHOWN onFERWISC �A l
I 1 145 O 1166 YF R-e = -._ -- r-�� _ _ _ - = N - - O I ( 14. HOMEOWNERS ASSOCIATION TO COVER IWNTEKAHCE OF THE FOLLOWING v�i E� THE DEVELOPER MUST suBW DPAFT COVENANTS
! 126 DI 748 165 :oNI _R
0 =--7 __
I �_ _ _ _ _ - - - - • _r - _ . I ---{ I APPUrw F KEYS gMAIE STREE,S, Al1EY5. S,REET LICTFIINC, SPECIALTY
1 It - 1 tq4 + I ' 147 164 167 ®� O 51 ® _ I 57RFFT SIGNS. SiRE.Ef TREES. PRAIRIE GREENWAYS, PONDS. TAKES. PRNATF J
_ I r ® SEWER COEECTION. PRAnTE DRNW4E EASEYENrs. REtAE UHES. AND O
E STORMWATER DENCLS. NW COJETIAlfs SFULL BE RECORDED WRH THE FIRS 1
_ PLAT ASSOCIATED WITH THIS sUBOM510N. ~i
1 148 183 168 - -- �1 - - -��I 20. Au PROPOSED RETANmG WALLS RWI/EE A BUILDING PERMIT. N1Y WALL
M. 4; 123 1126 143 ' -- L' - _ - I GREATER TENT 4• N HOGNT wLL REQUIRE ENGINEERING DESIGN APPRWAI.
o -
CONSTRUCTION DRAWING REVIEW AS WELL AS A PERMR.
{ {{ 122 I 129 -r 142 149 162 169 70 J I - - _ -___z - - - F. h O 1 ! 21, � DOUBLE MELT MwNw ORNEma LEMCnS OF 20 FOR SINGLE AND 2` B w
1l�1 �I '-•-- '� - - -wAE _ - - O I qq __ - - --
53 O W
I 121 • �- - - p ZONING NOTES: O
. I h b _ _ S PROCESS OF REZOLMG. TEE OYdwl. PROPERTY WILL HAVE A �+
` ~- 120 r 1 730 141 _ +.�
Y 0 W' I - - - ® h - - - - - N sPLN 2aRNeS
` : I l i •: � � .. g ��� _ yp - - - - I ` J
1 Ft�
'•' 1 - g 131 I 140 - �r I 151 160 , TjS 171 F� 1 O 1 - = _ - - 1� _ - 31 DALLAa DrIEGE RICOUNPs w �A WwAIY�� Is¢t of a SINGLE DD SQUARE FEET Q
O' _ �•� - - - - - - ` �� - - q - - - - - - LOCATED IN THE R -e ZONING.
• I _' }� 119 :IX.,� -- - - � ~ - 152 159 I F $ 172 `- - _ - J �® �� 55 I I 42 , - - - I I � W
(0 "• _ T J' �� - - i r - - - - - I- . W - _ O� L. _ - - J - - - , ( ALL LOTS o61aMATm WITH n =NUMBERED 100 -175 NE SINGLE FANLY co
, I f IN THE RR- MFG -15 ZONING. WITH A Ddsm• LESS THAN is Lm1TS /ADRE LOCATED i�i� O
I {t 117 -r - - 1r` - - I 61 56 41 30 TONS wFFER - -
R �I �J : 134 137 rAw TYrE B -
ROADWAY CROSS- SECTION NOTES:
156 175 74 I THIS SUBOMSION S IN TIME TRIASSIC BASH. µl ROAOWIIK WILL BE REQUIRED
i' t 135 138 155 0 I` 57 ® J 11 ,, ,,
ro MEET ALL SPEC AL DESGN AEQIRRE3E1I5 AS OU1LlED W THE ENGINEERING W
11' I DESIGN MO CONSTRUCTION STANDARDS SECTION A02I.
A-MAILBOX KIOSK - r`�• fi' W0.JC IMYrt 6 w:x p .' - - l -- = _ � � _ - •,\ O
.gWAL iR'1Er "E 4 ''A.',.. �. •;: i01 _ �� I `� 1 , ® -= Q
OPEN SPACE '_^
S Ic�okTAY J .. a 113 1 112 111 110 109 10B 107 105 1105 104 I 103 102 100 ® _ _ \N
FL'
101
rr
_
• I J � 70 IE.1i� �J O
I I SA YIIOE- l _ 1 �I_ _ -- BIN' Y� �iT1PE 9, 1• I
AREA RESEENED I 1 /' 37 E \ , ; f F24b' RIGHT of
FOR JONES I® �• . 11WT DEDICATION
1 111 it+ E'SC1R'O -. GRLLiNi A�, i -� :..- •^^'-^ -� �= I BURIAL
_. -.
- ►_ _ _
. I
_._,L _21.9• E%KTINC
' I ` 10' WIDE GREE7M 1 '�. - - ` _ _ _ EDP TO EDP -
,.
1
LOT ACREAGE DATA:
I ! ,
i'DENTE�'OF E-43 _._-- __.''� - �T OF WOO' - O D
SCHOOL DRIVE < r _ ILL R A ARIA ZONED R- YF -1D: 15.20 AC
_ _ ' -... - •- " ': 60' E)(511NG 1 G0' sTCRADE AND ' ° - _ - G..S- icy E M• REQUIRED TOTAL _ 10R
• -RIGHT OF WAY 100 NT RN LANE OLLY SP W°"' °�'F' CALCUUTED TOTAL REQUIRED, 1.52 AC
CENTER OF SITE- -100' STORAGE AND, ._ H TOTAL PROVIDED: -_ - 1.56 AL
y - CENTEP OE9�27 DRIVE #I loo' TAPER RIGHT
-s STAR 15+t2 STM21 t67 TURN LANE , LOTS WW R -W-�1 5 - - 75 WREAK p - _ A , AREA IN R -W 15 - 13.20 AC
ROW E, - -25'•• F -25'•' f �. Ex� • MAX ALLOWED DENSITY N R -W -13 13 UNITS/AC
( ) -- PROPOSED DOSR1' W R -OF-15 S INNS /K
/ .FRONT FROR -I PROP. ROW LOB' YI!
T LOTS IN AREA R -BW 74
_.. (�_ - _ !0' FJII511NG RQt ROW OEOG7gN� %' m R-eCU 4.5 U TT z
pROP ED GW � 31 I - MAX MRX ALLOWED OENSRY R CIJ 2.S UNITS /AC
PROPOSED DENSITY m A -BC11 2.63 UNffs /K
..F.��� � 10.5 LANE 1. j 12' LANE • ' R -6CU -IN- ALLOWABLE LOT SIZE 1.000 SF
I I 12' IY ROADWAY _ I OR/SS -IiJ� W 57O MINIMUM PROPOSED LOT SIZE 0.173 SF
�MUIM PROPOSED LOT SIZE I
3 E66FF I 11'11'Y�AR I Y AVERAGE PROPOSED LOT SIZE 9,233 SF
F
~p I �,5• 2% t_VAIES 2S k VNUES lWvMUM ALLOWABLE WIDTH 60 FT
r,3. 5938 .,.
51 2.
REAR 3� TF
L- _REAR J s I 1 wEV99B
SINGLE FAST) MEDIAN OIRB AT Y 5-938
• YY// ~JO• VALLEY ` ��NR .. E)OS11NG PNfT 4• H1' CA 1111 V
CORNER LOT RTAMDARO LOT Ctim k GUTTER 1 I i E z
THE ro Comm iii �. �.. 'il 10' CICB
21' E)(ISING ROAD- CSUBGRTEO / 'v
-
FRONT SETBACK TIER TORS CODE 520'. MlrviuUN 2`_ 30• VALLEY Cp,p�� 0' tAet lE ro p�ING- r -` -. SUBCRME _ - ` = w
SHOWN FOR OWSLE LOADED GARAGES. CURB A GLn TER SUBGRA)E
SCALE: 1 IM e0' i L
w 109• R /W, 86• BOC /BOG SECTION B
W z
SINGLE FAMILY DETACHED r RESIDENTIAL Q HOLLY SPRINGS NE HILL RD CROSS SECTION SCALE m FEET crNE�• °
�\ 2 HORIZON'& ''' " /�JIIIIIpNI 7F�s C�OZ
w ( ' _1 TYPICAL BUILDING SETBACK LAYOUT 2 TYPICAL STREET SECTION
5 C-02 s:w_L' NTS
C -02 C 002 s:AE "s
SCALE' NT`s NOT FOR CONSTRUCT101V

J
GENERAL NOTES:___
I. ALL CONSTRUCTION sHALL BE IN ACCOIIDANCE WITH THE TOWN OF HOLLY $ R
SPRms STANDARD SPECIFICATIONS AND DETAILS.
JURISDICTION L _30• T016
BUFF , i s. � D CONSULTANTS
M� INFORMATION Is BASED ON SURVEY BY a
STREAM Y'�
9
t J 1 J N CMELI ENNRf9i1EMAlJ1DHAVE BEEN uSYEA
j \ 1
1 I \ 4. DELINEATED WETIANO AND RIPARIAN BUFFER AEAS SHALL NOT BE CLEARED. A
DRA INDE. OR NERIMSE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE s I' b
Us 1AMY CORPS OF ENGINEERS AND NCDENR -DWG. O'T
AACCORDAANCE WITH SECTION 7.066 0 NTH E 2 TOBM UFF OF HD�Y SPRINGS UDO-
{ \ 20' i'IIVATE ro'
STORMATER R
i SWRI MMTER / / �\ \ \. �'E. MENT OMP #7 - - - \\ \ M �� MANAGEMENT OW 03 S. RIPARIAN AND VEGETATED P SMALL 'PERIMETER BUFFER AREAS,
ALL VEGETATED '
MANHOLE �\ ]. CAS BIG ON AL BARMY SEWER PPE SCHOOL MANAGEMENT �pC PO 'i2 LOCATED OUTSIDE STREET RIGHT OWWA1 � FR c R I -
JJJ OF CONNECTION (8' SS) / f✓PARIAN
BUFFER 0. LOCATIONS SR An AND SILT BE FINALIZED
DURIN G CONSTRUCTION DRNMI TG REVIEW A APPROVAL 20
CAPE FEAP—
s
sl/ / P rER 11 = 1 , I 9. NO FLOOD PLAN EXISTS ON SITE ACCORDING TO FERN MAP NUMBER
M 30 PUBUC S4ffARt'y :- .�.I_.y�.• M 1 �/ \ / 20• PRIVATE - 1 31200849000 WITH EFFECTIVE DATE Or MAY 2. 2006
.� / STORM EASEMENT
SEW�.ENT ' I ALL LOTS SNMLL HAVE 3/4' wAtQ1 SERVICES N! 4 SEWER SERVICES ES WITH
e - I ST COMPLY LY WWITH TOWN OF HOLLY SHALL 3/4- STMIMARDS
Y _ ^^ ._ �. _ - 11. ALL PROPOSED SANFARY SEWER MAINS SNLLL BE 6' PVC OR DIP. MATERIAL TO BE VERIFIED BUFFER
(TYPE B) FROM MFABURED DURING
FROM lOPEO FSIIBCRADE. MINIMUM BURIAL DEPTH 534'
. - •. - _ _ - -' 1 AND 8' DIP MATERIAL AND SIZE
2. ALL PROPOSED WATER MAINS $TUNE BE 8' TER
. . • ' - - - .. f _ MINIMUM BURIAL DEPTH IS 36'
M BE VERIFIED WRAC THE G PROCESS
MEASURED fiNMl TOP OF wBORAEIE
- 1 s. ALL PROPOSED REC_
P 8' CWO
PIPING
SiBE COL ECODED PURPLE PANTO NE s 22. MATERIAL AN D SIZE TO
BE
THE PROCESS.WNNUM BURIAL TH R 48 MEASURED
FROM FIHIS"MnGRADE.
RSS FOLLN WRING THE CONSIRUON ORAMNG
REVIEW PLAH PROCESS FOLLOWING HOLLY
SPRINGS roMN COVNCR AcrloN cc
'S COORDNMDH T HAS BEEN INITIATED WITH INSTALLED PROGRESS ENINDFRCROUND. THIS
ERGY CL
t 6 ONES 5 .�
NAILEL UNDERGROUND, COORDINATION
wrrH PSN HAS BE INITIATED
i ,.
E FLOW TCST CONDUCTED BY BASS. NIXON k KENNEDY ON 11/4/2014
UTILITY CONDITIONAL NOTES: _
I RECLAIMED WATER III SWRARr SEWER CONNECTIONS TO PLRIIC INFRASTRUCTURE
I
'wI FOR SHAFFER SUBDIVISION BASED ON PROPOSED PL FOR E -43 ELEMENTARY
W
ILI
LL
ri
ULI ILL ._
IF
N In I, Q
rt'
m
' BU TONS
-- FER
�— &REFER YARD
X � ,N (TYPE e)
I
an
I]B B D N II R E:.
4
30, mms
v, I -- BUFFER YARD (TYPE B) } I
24b' ED W OF
Y r •y .. CONTINUATION OF _ i.. - - - - WAY D
FRO. E-4 WATER OWN '; 1 ---"`' _ 'i, - - } 50' TONS
FROU E -43 SCHOOL BUFFER YARD
�a
I OYFE e)
S
HOLLY L ROAD
w.�L
vOT.ABLE WATER SPRINGS NEW H
j
POINT OF CONNECT ON 0DST{NG 12' FORCE MAIN
I: • J 4 F'. -.." (8-X12 •.I POTABLE WATER IXSTNIG ,2' GIP' WATER MAN
TW
f` •lam-+ `;��s 8 y POINT OF CONNECnO Fi6@T NN`DRANT
INiINAL OWING MAN (8-X12- TS&V) STATIC P -13 PSI
_ 4 RDUAL PRFSSURE170 PSI
L FT
• FLOW NfORAMf
FLOW' GET.
nN
A r
RE
SCALE: 1 IN . 80 FT L
R 80' b' 0 8p' 160' _ 3687) _ 0
Z
e SCALE I HORIZONTAL ��'Ly'•�E'OPNEEP,•+;t�� 1
Cw aIt41Mf ` • �I
NOT FOR CONSTRUCTION /� '0

LWpIF :15fdG[NIIBtE�IlAtl,�p�Mp,Nw�H• gµ-ipt
na.m unors 1!a Nl
0 1.s
li S
O
z =
' .g $
n
O
z; .g
0000e!th _
�i fff /fflll1111111� \``
In
s +1
7$$6F
V A
i
t
mil
F a
i�
D
?a u� sits
pt
Igo � 50N�oA Sgt9 o
o'F PA
SHAFFER SUBDIVISION - HOLLY SPRINGS, NC 2OZZ015t
OVERALL GRADING PLAN V=4 1 • MG 94 ET S-" 2! • J! _
Curry`
4
FNGAEERWGY
4! li NL t'
r
-0199
V A
i
t
mil
F a
i�
D
?a u� sits
pt
Igo � 50N�oA Sgt9 o
o'F PA
SHAFFER SUBDIVISION - HOLLY SPRINGS, NC 2OZZ015t
OVERALL GRADING PLAN V=4 1 • MG 94 ET S-" 2! • J! _

l(
DEMOLITION LEGEND:
I - R
/ / /�/ U srWTCTLIE OEMOUIIOM � "�
/ - /CIF' � BUiFER DISTRIIBiWCE �. i ',y
/ /d' ti .
/
y / Ex 1 r,ROn pvE ; 1 wrnn+D enFOVa $
1� o c0a OUND) l / / .raL r pPRRlcs nrsvu... rNC f0I0'AeovE c�ROUN01 •�' _
N. D:WAro. / / �,, /� ' FRSOM NEro roN�i x 1. unm DErDLmDN
_f2040.009.9f, / Q1 %1 -_ \ F i PIPE I WI714 CAPS TACK
/Cp/ _ -TONE1 20'
EIR �6 -CNAw LRWCFENCE ` )(0.30'ABOVFGROUVD -I11�E L3D'ABO IE GRCNXJO) 3 R
NaB'43'i 1'WT �)( -�-� X--tl�' .• .. y iN,fY4.12'E /5377 IBPMRM/ 57RFiW *BUEFER ��._ - -Y'U25
Ea. +- IROA'PI11 - I 1 L '�-"' I1 2bME 2.- 10' OF JO' / E60T 1
(FL USN WITH cNOLwDI �' .. 2nriE 1j -q j� of .3D•� . I \ \ , / ,� -TUTS CAPE FEAR EXISTING CONDITION LEGEND:
MPAMW STREAM suFrF.k I-
/ , 1 Il -No STRUCTURES ALOWED
2EGYARFRIiEAOn VIER � ZONE 2 - 400, OF 3d I. I � ' �WTI)RIL auYT>;•37 AREAS � _ _ �` , -! PCO ER BouND.IB
fR- -- Laf+17TON) /`. 1 TONS CAPE FEAR��' y" % Aq FILL LAA _ �. I O EX PROIERI. CORNER D.6- DEED BOOR A W
RIPARIAN / / / 7EPo� 1'-- fURSdCOD1HL • NEw %' IRON PIPE B.M. PBOp10F MIDS- ry i e
sir / .,\ \_ `,, yA118N ZDIE 1 (K - fnµ I COMPUTED PO MONUMENT ry' Ex CONIC.FTE P P F PAROEL C NAABEP
R7Mw / \` / 1 L1` - �_.� EPROP-vrlY eafNwRY K -` EASE"EiENr
/ f -.
RF RIPARIAN /? �IMPAI - 2uWEGA11111 ' 6TORMDRARA w�TER
:2QIE 1 -'OF bl>FSF,R / '� -/ J�� \ \. /" i . ED CATCH IW'. 'f• FIRENVDRANT U
j 1 /
� *RwlyNo G?wN�1 M1MS+3 e1G%T /l./ STORM GRATEDNBOA ANN wATER Yr�ve
T a SIIG IONEst7stlaENr. '... ! I go FLARED -END SECTION - w�Wn M.�iNR
I /.. 1...- \, JURISDICTIONAL _ I. - - -`� - -SC- 5 0ORUPIPANWT S rmy
}� \ 1J1 SANfIANY BEVI£R MANN Z
9ECRI .JVItl9DIC110N4. f1ECTRN' -K ® SANIIMVSEWER
SIRE%• I J 'L PONEN PO�t SS IMYSFWER PPE Q
i-PRDPOSi3D nlwD oIC719AML a POwaNPDFSTAL
1 J]/ MRACT 2ao sF Am I ! oP- o POST
DAD POw coweAU" cn:lons �+
IAIDERGROUND POWER m FIBER OPTIC MARKPR � a
a TELEPHONE PEDES ?AL ^ `J
C�3 '� CAB:E GNO UNG
C.AS MARKER -. -- UNDERGROUxD TE -E.
I Gra MMN
I ! TOPOGRAPHY
I Z
MPLORCONIOUR
MN R � O
L• I
DR CON M
TREE LINE O
wR.NMC ­W1wW I ..II - - - - -- - - -
aM PG 1781 I Q
' a2S
JII gm
I 456. -100 S -F.
I 10.47 Acres
IK I PAULAM.NgN wN.TE
39.E Atrse ,. we _Z� F"
b I LADAMAtr w aaT S aw sn.FFEN II NOTES_ - �� Q
pB 126}1. PG 1fH1- 1. iH6 PLAN 6 NOT INTENDED FOR PUTTING OR RECORDATION. M Q
I. I THE INTENT OF THIS PLAN IS TO R1U5 FATE THE EXISTING �a
FEATURES. STRUCTURES AND TOPOGRAPHY OF THE PROPERTY. �/�
J - PROPOSED �. .., I DEVELOPED BY OTHERS. CURRY ENGINEERING DOES NOT �/�
PROPERTY LINE I 2. THE RNFORWRW SHOWN ON THIS PUN WAS PROVIDED ND
200:-
S AC - AkFA BE
GUARANTEE THE ACCURACY OF THE INFpRWTp1 THE SEAL
_ RECOMBNID 70 VOXE PERTAINING TO TINTS SHEET IS ONLY To E INFO IN ON 940
6' FY 1 ?IRONROO� COU SGIOOIS Y RE ERfA/NING 7A DENDLSUR TE115. HE NFORYWEEN $fDWN L
/013'BELOW GROUAO)�'I ,PROPERTY i I JULY-OCTOBER A FIELD SURVEY CONIXICIEO BETWEEN 1 , '
/� JULY-0CTOBEA 201 A. LL.� CIO
J. TO MEET THE FOLLOWING CCRITEERKSURJEY KOPNAigN PROVIDED
V I T'PRPOSCO 1ETlA1�
IWACT -
66 SF VERTICAL L .TUN - D08 1 1j
AIM rtNNE5 �. i - 4. ExSrM CONOMOKS SHOWN DOES NOT CERTIFY TO THE W
MAY OR MAY NOT BE PRESENT ON SITE. CONTRACTOR TO FIELD URWCT,O WETLANDS I EX STENCE OR NON E 35 ENCE OF UNDERGROUND uRLIRES THAT
��EJf f2 IRQM PIP4, I ^ I V - - VERITY AM LOCATE ALL UNDERGROUND LMUTIES PRIOR TO START
IWITMCAP AATO TACX \ -
OF WETLANDS KI
& STREAM SHOWN ON P� SURVEYED 13Y TAYLOR
N.
- (FLL/3rIW /GROU T 1 - 5 LAND SURVEYING AS DELINEATED BY MITCHELL ENVIRONMENTAL
I1 AS CONCURRED BY NCDONR a USAGE.
6. PROPERTY WITH ACREAGE OF 5.71 AG TO BE RECOMINNED WITH
= SCHOOL SITE PROPERTY To THE EAST.
7. STREW WE WETLAND IMPACTS TO BE PERMITTED THROUGH THE
I US ARMY COTS OF ENGINEERS AND THE NORTH CAROL"
j - - DEPIVITYEONT OF INTIMAL RESOURCE$ - ENSIGN OF WATER
APPR07hMiC LIWF.T RLSOIIXCES COPIES OF BIPACT APPRgIAlS 70 BE PROVIDED
OF JONES %WAAL � � PRIOR 70 APPROVAL OF CONSTRUCTION DWWRICS
GROUND
REMOVE (� 1 5
SABMNA.IDNNSON RFADE IA. RENIM 15' RCP 59 - a �'�- - _!�.�'^ -TEA MOWN PI 1 _.
9J - 4 ,. i `y - _ -- ` _ _ 1 MZD ABODE GRCMNOI I `_ _
w
ow
it PIPET I
P I W -- REVOW SPEED -
3
.1/7',RON INPE�
��.".�• ..- ...... i UI/T SIGN W` N- ��'� -. eP - ..
REMOVE -TO ILL ROAD NCSR 1152)
�'O' •• ^
I�
i�
L'-IT $KN HOLLY SPRINGS -NEW H
60- PWBF RiGWd -VNy (D.B. 12917. PAGE 1564)
LEONARD B.A
AAi1fER/AEW 3NIFEFN
PIN R61P ift6tl
m ,N11 PG fJBV
SURVEY MONUMENT NOTE.
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORM AMERICAN DATUM
1963 (NSRS2D11). ELEVATIONS ARE 84SED ON NORTH AMERICAN VERTICAL
DATUM 1966 (NAVD). UNITS OF MEASUREMENT ARE US SURVEY FEEL.
DIPS POSITION ACCURACY
1. CRASS OF SUFVEY: URaW LAND GLASS (N
2. POSITIONAL ACCURACY: 0.07• (N)
3. TYPE a DP$ FETID PROCEOU ANAL 1LHE KAIFEN7IL -NC AaIWORK
4. .TES di SURVEY: JULY . OL409ER 20x4
S. .TUM/EPOCH'. N1D63 (NSR52Drf)
6. PI1Bl15HED/FIXED COMM ED: A' REAL Tw NETWORK
7. 17EOID YoOEi CEOID Ito
B. COMBINED SCALE FACTOR (AVG)'. 0- -88080 (OROUAID TO Gw)
` 9. LR•rs: LIS SURVEY FEET -- - -. -_ -- - -
- '� POWER L1NE5 I � END OVERHEAD POWER
AND POWER POLES TO BE LINE RELOCATION RELOCATED. COORDINATE
WITH DUKE ENERGY
Surve, yor
Taylor Land Consultants
5448 Apex Peakway
Apex, NC 27502
979.801.1104 (o)
919.337.7998 (m)
Contact: Jeremy Taylor. PLS
SCALE: I M - 00 IT
BO' 40' 0 50' /6)D'
i SCALE IN FEET
HORRONIAL
NOT FOR CONSTRUCTION
LEONARD a s
FEN
rw.
PRY Ma I.7
',V•,�� '
Z
-
���'F Of'7;CINEf� i
LL:iBiJtl01
of 12911. PG I"
� I
L� OaenEAO '
ROWER LIE Y].RK RAfMUB
ARC LEAIGM
cAaaO LEMOfiI
--
GM�PDeFiD DELTAANCLI
I�7IDN , C1 1216.11'
g1.1P
107.31"
NaF1I9'W 1
' a lvol,w
I 2R.Ir -
s6RY5'1]•w 12J�'JI•
C3 ; 230K81'
zJ0.6r
m.A'
s AF•6R3o' W E`Iiil'
I G I /102..tT
381.36•
J8268
7_ �Cf3v_8'E 18'3812
I�
i�
L'-IT $KN HOLLY SPRINGS -NEW H
60- PWBF RiGWd -VNy (D.B. 12917. PAGE 1564)
LEONARD B.A
AAi1fER/AEW 3NIFEFN
PIN R61P ift6tl
m ,N11 PG fJBV
SURVEY MONUMENT NOTE.
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORM AMERICAN DATUM
1963 (NSRS2D11). ELEVATIONS ARE 84SED ON NORTH AMERICAN VERTICAL
DATUM 1966 (NAVD). UNITS OF MEASUREMENT ARE US SURVEY FEEL.
DIPS POSITION ACCURACY
1. CRASS OF SUFVEY: URaW LAND GLASS (N
2. POSITIONAL ACCURACY: 0.07• (N)
3. TYPE a DP$ FETID PROCEOU ANAL 1LHE KAIFEN7IL -NC AaIWORK
4. .TES di SURVEY: JULY . OL409ER 20x4
S. .TUM/EPOCH'. N1D63 (NSR52Drf)
6. PI1Bl15HED/FIXED COMM ED: A' REAL Tw NETWORK
7. 17EOID YoOEi CEOID Ito
B. COMBINED SCALE FACTOR (AVG)'. 0- -88080 (OROUAID TO Gw)
` 9. LR•rs: LIS SURVEY FEET -- - -. -_ -- - -
- '� POWER L1NE5 I � END OVERHEAD POWER
AND POWER POLES TO BE LINE RELOCATION RELOCATED. COORDINATE
WITH DUKE ENERGY
Surve, yor
Taylor Land Consultants
5448 Apex Peakway
Apex, NC 27502
979.801.1104 (o)
919.337.7998 (m)
Contact: Jeremy Taylor. PLS
SCALE: I M - 00 IT
BO' 40' 0 50' /6)D'
i SCALE IN FEET
HORRONIAL
NOT FOR CONSTRUCTION
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TOHS CAPE FEAR 6'CHAIN LINK FENCE
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srr pfN 147
OB 12917, PG 1569
—CURVE
RADIUS
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PELTAANGLE
9
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404.10,
402.24'
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112w IRONV�1� I HOLLY bFKIN"O
IrRCP
LEO NAROS,&
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srr pfN 147
OB 12917, PG 1569
—CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORDSEARING
PELTAANGLE
CI
1215A3'
404.10,
402.24'
N88'18*53'W
19;0258-
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298.99'
298.97'
S 80'55'13" W
2*2851"
C3
2308.97'
230.62'
230.53'
S 76*50'33"W
5*4322'
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1102.37'
364. 55'
36289'
S 88'1549"E
18*5652'
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pjN� wii 08 12,917, PG 1569
SCALE: 1 IN = 80 FT
80' 40' 0 80' 160,
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KATHERWE W, SHAFFER
PJN 064,945-1168
0, 12,917, PG 1569
12'
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FRONT SETBACK PER TOMS CODE IS 20', MINIMUM 25' 30m VALLEY
SHOWN FOR DOUBLE LOADED GARAGES. CURB & GUTTER
SINGLE FAMILY DETACHED
TYPICAL BUILDING SETBACK LAYOUT",
SCALE: NTS
�CONSTRUCT 1.5'
SINGLE EAST—/ MEDIAN CURB AT 3" S-9.513'
BOUND LANE EXISTING PVMT 4" 1-19.OB
TO REMAJN 10" CACB
21' EXISTING ROAD
2% & VARIES fat
109' 86' BOC/BOC SECTION
f 3 x HOLLY SPRINGS NEW HILL RD CROSS SECTION
SCALE; ITS

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LEI orvA R D 8, &
MTHERIAIL W, SHAFFER
PIN; 0649,15- 1168
08 f2WT P(3' �569
-POTABLE WATER
POINT OF CONNECTION
(8-Xl2- TS&V)
-FIRE FLOW
TEST HYDRANT
STATIC PRESSURE-75 PSI
RESIDUAL PRESSURE=70 PSI
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