20060711 Ver 2_401 Application_20170201

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: Tasha Alexander
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re: Holly Pointe
Holly Springs, NC
1/31/17
S&EC Project # 9214.W4
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 91 Floor
512 North Salisbury Street,
Raleigh, NC 27604
On behalf of the owner, Mungo Homes of NC Inc., please find attached a complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 29 and General
Water Quality Certification 3890. Please contact me at [phone] if you have any questions or require additional
information.
This application replaces the one submitted by Thompson and Associates on September 06, 2016.
PROJECT SUMMARY
Project Name
Holly Pointe
Project Type
Residential Development
Owner / Applicant
Mun o Homes of North Carolina Inc.
County
Wake
Nearest Town
Holly Springs
Waterbody Name
Norris Branch
Index Number
18-7-5-1
Class
C
USGS Cataloging Unit
03030004
IMPACT SUMMARY
Stream Impact (acres):
0.023 AC
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.023 AC
Total Stream Impact (linear feet):
Temp: 25LF
Permanent: 139LF
Attachments:
-Complete PCN and Supplemental Information
-DWR Permit Application Fee

E3 O� VJA �<G
o � -r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
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: N/A
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only 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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Holly Pointe SID
2b.
County:
Wake
2c.
Nearest municipality / town:
Holly Springs
2d.
Subdivision name:
Holly Pointe
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Mungo Homes of NC Inc.
3b.
Deed Book and Page No.
DB: 015518 Pg: 00447
3c.
Responsible Party (for LLC if
applicable):
Chris Simmering
3d.
Street address:
2514 Reliance Avenue
3e. City, state, zip:
Apex, NC 27539
3f.
Telephone no.:
919-390-5299
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify: Owner-please send correspondence to Agent and
Applicant
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:
Bob Zarzecki
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
[e-mail]
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0638730558
1 b. Site coordinates (in decimal degrees):
Latitude: 35.627247 Longitude: -078.876693
1 c. Property size:
± 20.15
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Norris Branch (18-7-5-1)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Cape Fear River Basin; Hydrologic Unit Code 03030004
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 onsite consist of some residential structures, cleared land and forested areas. The
general land use in the vicinity of the project is residential and forested land.
3b. List the total estimated acreage of all existing wetlands on the property:
0 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1480 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential development and construct the infrastructure necessary
to access the residential development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of roadway infrastructure, utilities, single -family lots and stormwater
BMP's. Specifically, there are stream impacts associated with road. Equipment typically used for construction and
earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Comments: A JD was confirmed by James Lastinger with
Preliminary ®Final
the USACE on August 06, 2014 - SAW-2013-01144
S&EC redelineated the site on October 25, 2016 to confirm the
previous determination.
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- James Lastinger with the Corps verified jurisdictional areas on November 15, 2013
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Approximatly 143.66 If of temporary stream impacts occurred within previous phases of the subdivion associtated with 7
sanitary sewer stream crossings. Courtesy notification was provided to the DWQ (DWQ# 06-0711) and USACE. Montey
Mathews (USACE) confirmed in an email dated June 6, 2006 that the proposed impacts are under USACE notification
threshholds. Application for the impacts proposed in this PCN was submitted by the project engineer on September 6,
2016 and determined to be an incomplete application per the attached USACE letter (2013-01144).
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Per the project engineer, this project will be developed and constructed in phases, however no new phases beyond what
is currently shown are anticipated.
Page 4 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Temporary T
if known
W1 (#11) ❑ P ❑ T
El Yes
[:1 Corps
❑ No
❑ DWQ
2g. Total wetland impacts
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 -Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 (#1) ® P ❑ T
Dissipator Installation
UT to Norris
® PER
® Corps
6'
47'
Branch
❑ INT
❑ DWQ
S2 (#1) ® P ❑ T
Pipe Installation
UT to Norris
® PER
® Corps
6'
92,
Branch
❑ INT
❑ DWQ
S3 (#2) ❑ P ® T
Check Dam & Pump
UT to Norris
® PER
® Corps
6'
25'
Around
Branch
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
164'
3i. Comments:
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 individu Ily list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. 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, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico El Other:
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?
B1❑P❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: Town of Holly Springs stream buffers apply and any associated impacts will be coordinated with the town.
Page 6 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland delineation and stream evaluation for the entire property in order to identify natural resources
so that impacts could be avoided & minimized to the maximum extent practicable.
The stream crossing was done so that the feature was transected as perpendicular as possible. Headwalls are proposed
to minimize impacts to the stream.
As to the road stub to the northern property line, this connection is required by the town to provide access to the property
to the north. We are unaware of any development plans for this property, and it is owned by others. However the
alignment and location of this stub road was positioned such that it aligns with an upland ridge, avoiding any potential for
direct impacts to jurisdictional waters.
Note, The previously identified greenway easements are intended for designated access to allow residents of the
subdivision to traverse the open space areas. These are not municipal paved greenways but rather footpath trails along
the stream corridoors. Any such footpath trail development will be the responsibility of the home owners assosication and
residents and are not included during this construction phase.
1b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
As per the project engineer; Standard Erosion Control measures will be incorporated such as silt fencing, inlet
protection of all upstream structures and appropriately sized sediment riser basins will be utilized during
construction.
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):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
Type:
Quantity:
3b.
Credits Purchased (attach receipt and letter)
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: See Section 6h
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:
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non -riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
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: Buffer Mitigtion will be handeled by the Town of Holly Springs
Page 8 of 14

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
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
24.81
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:
Per the project engineer. See Attached Impact Map Sheet 3 — Stormwater Management
Notes
® 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 Holly Springs
® Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site 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 silvicultural operations.
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.
Public sanitary sewer mains will be installed throughout the development for wastewater.
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC-Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within 1 mile of the project boundaries. It was determined based on the search that
there are no elemental occurrences that are listed as federally Threatened/Endangered within 1 mile of the project
boundaries. Please note the interim 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within
Wake County and a triangle polygon on the southern side of the property resides in Wake County. No trees are located in
the stream channel itself. There are trees in the buffer. We approximate about 200 to 300 trees per acre. Note, the
applicant would like to begin work as soon as the permit is received. As such any tree clearing will begin before the `pup
season" begins from the NLEV. We are not aware of any percussive/blasting proposed. No bridges will be removed.
References: North Carolina Natural Heritage Program Data Explorer Search [January 5, 2017]. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. http://www.ncnhp.orq/
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The 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? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on January 5, 2017; no historic
listings or study list entries or determined eligible listings were identified within the property boundaries.
8.
Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c.
What source(s) did you use to make the floodplain determination? NC Flood Website and FEMA DIFIRM
Bob Zarzecki
Bob Zarzecki oa,e,o,o=;;e63fiz5-0`so
January 31,
2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Date
Page 11 of 14

Environmenial consultants,
841:: 1 auo of r�Lgz. nw. U, Smle ia:, n,:icom,rl:.::.: (919) 846 i900
rROrr,tc i x OWNr,n CERTIFICATION /AGENT AUTHORIZATION
Project Name/Description: HOLLY POINTE SID S&EC Project #9214
Date: 2016
The Depa, LmenL of the Army
u.�. Knny Corps of r-ngineers, wilmington uistrict
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: USACE Raleigh RegulatoCy Field Office
I, the undemign'cd, a duly authorized owner of record of th- Frparrylprekeltles identified herein do
authorize representatives of the Wilmington District, U.S. Army Corps of E,-,ginEEr3 (Corks) and Soil &
Environmental Conbukantb, PA (S&EC) btdff (as my agent) to enter upon the property herein described
Tor d1e purpose of conouaing on -sire invesrigadons and issuing a determination asbociated with Waters
of the U.S. subject to Federal jurisdiction unser SeUion r+0zF of rice Clean water KR an0lor zaTion 10 of
the Rivers and Harbar3 Act of 1899. This document also aathc;rlr S&EC (as my agent) to act on my
behalf and take all actions neces5ary for the pracc-5sing, issuance and acceptance of a permit or
certification and any and all abbuciated btandard and special conditions. This notification supersedes any
previous correspondence concerning rhe agent for this projetT.
NOTICE: This autharization, for liability and professional c.-urtc3y ruu3on3, is valid only for government
officials to enter the property when aLcu-mpanied by S&EC staff. You Should SII S&EC to arrange a Site
meeting prior Lou visiting the bite.
rAnr_r u u-ir utuviH i irii-4:
Parcel Index Number(s) (PIN): 0638730558
Book/Page: 01551 &`00447
Site Address: Cahors traii, rion., akaii.as, wuxG Co., 1VL
LaL.:'Long. 35.627247'-078.876693
w.ie.-snea: n4orris oranch '•C". narris Lake, Cape Fear 03030004
rnOPERTY OWNER INFORMATION:
Name: Munbo Homes of North CarohTm inc.
Address: 2514 Reliance Avenue, Apex, NC 27539-6346
Phone No.: 119) 31 v-SXj I Fax No.: ( } Mobile No.
r
• 7 rpt �K�-+�',' 4
Property Owner (please
"he. =by certify the above
rhe best of aur kr vWedge.
(11'k ) Y-1 G, -1
fo i�
Date
pub,nurAted in this applreatrvr. is bwe and accurt to fv

v�L OL c114VinIAL. rr►
DATE INVOICE NO. COMMENT AMOUNT NETAMOUNT
12116/2016 121620168 Permit Fee 9214.W4 240.00
[LATE 12/16116 VENDOR NC Division of (Nater Resources TOTAL 240.00
26795
SOIL &ENVIRONMENTAL CONSULTANTS, PA
{iat South ';e
8412 FALLS OF NEUSE, STE. 104 DATE'
RALEIGH, NORTH CAROLINA 27615 j RAi,E1GH, NC y76pg 5245 � w'�� &PK(919) 846-5900 FAX [phone]
AMOUNT 1
wr* strfi/�r�°lk �` y�A I . f �4iR',y,. '�,�:i i'i�"t� ;f�l� �py
{ l `c
Two Hundred Forty and nollOO .
Y F Y
`uzro►. f ..,�°?'q'�i � � maw- g
12116/16 26795 $240.00
PAY
TO THE u
ORDER NC DIVISION OF WATER RESOURCES
OF:�
512 N SALISBURY STREET I '
RALEIGH NC 27604
o D e ❑ '.=;-�,y,.."'. ��' 7E NATURE
!]WR
a° °0, o'o 0000 26?qS0 i:253 17 &6 211: 2 L❑ 1 27413811'

Project Number:
9214.W2
Project Manager:
SB
Scale:
I " = 2000'
Date:
G/14/13
Map Title:
Figure I -USGS
Quadrangle Map
Holly Pointe Phase 2
Wake County, NC
Source:
New Hill, Coke5bury, Apex,
S*il 8: Environmental Consultants 1` N
11070 Raven Ridge Rd, - Raleigh, NC 27614
[phone] • [phone]
Web Page www.SandEC.mm

Project Number:
0214.W2
Project Manager:
SB
Scale:
1 " = 2000'
Date:
6/14/13
Map Title:
Figure 2-NRC5 Soil
Survey map
Holly Pointe Phase 2
Wake County, NC
Source:
New 11111, C01<e5bury, Apex,
Si9nil & E;nv ironmental Consultanls,, T'.11,
1101® Raven Ridge Rd. - Raleigh, NC 27E14
[phone] • (919) 84&9467
Web page: www.SandEC.com

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Dan McCauley
From:
1 artinger. Jamar C SAW <Jamar.C.Lactingar@ucarP,army.mil>
Sent:
Wednesday. ouqust 06.2014 2:44 PM
To:
Steven Ball
tuhjpct-
RE: Holly Pointe Site (UNCLASSIFIED)
Clarrifiratinn: UNCLASSIFIED
Caveats: NOLIF
Steven,
Based on my field notes from the site visit, the map you attached is arrurate. ole # for the site is SAW -2013-01144.
Please use this numher on all future correspondence regarding this project. Let me know if you need anything else.
James Lastinger
Regulatory Specialist
Raleigh Regulatnry Field nffire
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: (91 9) 1;1;4-a88a, x32
Fax: [phone]
Regulatnry Homepage: http://www.saw.usace.army.mil/WETLANDS
The Wilmington nictrict is rnmmitted to prnviding thin highect level of cUppnrt to thin puhlir. Tn help Ur anrUre We
continue to do so, please complete the Customer Satisfaction Survey located at http://regulatory.usacesurvey.com/.
-----Original Message-----
Frnm: Steven Ball (mailtn:rhall [e-mail]]
Sent: Wednesday, August 06, 20141:43 PM
To: Lastinger, James C SAW
Suhjert: [EXTERNAL] Hnlly Pninte Site
James,
Jog your memory from last Fall. You and I met the engineer/developer on this site (see my attached summary). The
only thing on the property is the stream through the middle of the property. Can you send me an email that rtater ar,
murh? Tnwn of Holly Springs is requesting something in writing from you on this and they -,aid an email wnuld zuffire.
Let me lenoU/
Thanks,
StPvP13

Environmental Consultants,
8412 Falls of Neuse Road, Suitc 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
November 21, 2013
S&EC Project # 9214.W2
JPM South Development LLC
Attn: Bob Jones
9380 Falls of Neuse Road, Suite 203
Raleigh, NC 27615
Re: U.S. Army Corps of Engineers (USAGE) Site Meeting to verify the Wetlands and
Waters of the U.S. for the Holly Pointe II Site, Wake County, North Carolina
Dear Mr. Jones:
On November 15, 2013, Mr. James Lastinger of the USACE and I reviewed the areas on the site
potentially subject to USACE jurisdiction. Mr. Lastinger agreed with our determinations on the
property. He also agreed that that the pond was a non jurisdictional pond in high ground. Please
see the attached sketch map for any revised determinations.
Impacts to "important streams" count toward the maximum 300' allowable under a Nationwide
permit. If a project exceeds 300' of important stream impacts, the responsible party must apply
for an Individual permit. The USACE has a 45 -day maximum review period to evaluate a
Nationwide permit. However, an Individual permit has no maximum review period. Streams
deemed to have "important aquatic function" may also require mitigation by the USACE for any
impact and will require mitigation by DWQ if impacts exceed 150'. Unimportant streams require
impact justification but do not require USACE mitigation.
The next step in this process is to generate a wetland delineation map for submission to the
USACE for approval and permitting. S&EC has not received a draft copy for a sign -off map to
date. If you choose to have; W lsrbmit a map on the owner's behalf, please contact us or send
a draft map for our rev\\ \� .0 ARO // J
q-.•'\'ST�'
Sincerely, G _ Ria.•
Z4.. 47
172
Steven Ball .
NC Registered Forestgj�iRESI .
R
Attachments: f 1
1) Site Map
S&EC Project #: 9214.W2
November 21, 2013

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U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action Id. SAW -2013=01144 County: Wake U.S.G.S. Quad: NC-COKESBURY
INCOMPLETE APPLICATION
Property Owner: Mungo Homes of North Carolina Agent Tompson and Associates
Attn: Randy Miller
Address: 2514 Reliance Ave Address: 1149 Executive Circle
suite D-2
Apex, NC, 27539 Cary, NC, 27511
Location/Description of Proposed Activity: The proiect as described in the PCN submitted on September
9, 2016 is known as Holly Pointe Residential subdivision phase 2C, and is located adiacent to Avent
Ferry Rd., near the town of Holly Springs, Wake County, North Carolina. Activities include the
construction of one road crossing and utility infrastructure for phase 2C of the proposed
residential subdivision. Impacts associated with this project include 142 linear feet of permanent
stream channel impacts. Latitude 35.6246 Longitude -78.8756.
Type of Permit Applied For (check one): IP ❑ NWP N GP ❑
Applicable law: Section 404 of the Clean Water ActN; Section 10, Rivers and Harbor Act ❑
YOUR APPLICATION IS INCOMPLETE AND CANNOT BE PROCESSED UNTIL THE FOLLOWING
INFORMATION IS RECEIVED (CHECK ALL THAT APPLY):
N Your application form has not been completed and/or signed (see remarks)
®Under the conditions of the Nationwide Permit, mitigation is required for your project. The mitigation
proposal submitted with your application is insufficient. (see remarks.)
❑ Your application did not include a statement explaining how avoidance and minimization for losses of
waters of the U.S. were achieved on the project site. (see remarks)
® Your submitted project plans or maps were insufficient, too large, or not legible (see remarks).
® Your application did not include a delineation of affected special aquatic sites, including wetlands, vegetated
shallows, and riffle and pool complexes as required.
❑..You must. submit. a. copy. of. your. application to. the. NC Wildlife Resp urces._Commission (WRC)since y. oux...
proposed work is in a designated trout water county (see remarks section below for the address of your WRC
representative)
N Other (see remarks below).
REMARKS:
I. Please have a designated Point of Contact (responsible party/3c) for the owner/applicant filled out on
the PCN. Should your agent wish to sign the PCN for you, please include an agent authorization
form.
2. - Please provide a complete jurisdictional delineation and JD request packet for jurisdictional features
for all future/remaining planned phases of the project including all applicable data forms and maps.
Furthermore, since a complete delineation/JD request packet has not been received to our knowledge
on the future phases of the project compliance with General Permit Condition 20 pertaining to
mitigation which involves avoidance and minimization cannot be demonstrated adequately to
proceed with either permit verification and/or issuance as we are unable to document that your
project complies with the General Permit Conditions associated with the nationwide permit.
Page 1 of 2

3. Under conditions of Nationwide Permit 29, an application/pre-construction notification is considered
complete only if the activity is deemed a single and complete project. For non-linear projects "single
and complete" is defined as the total proposed or accomplished by one owner/developer or partnership,
and must have independent utility. Single and complete non-linear projects may not be "piecemealed".
At this time the Corps is unable to deem this project single and complete because the project area is
unclear, and impacts from prior and future phases were not provided in the PCN. Please provide more
information on all phases of the Holly Pointe residential subdivision. Project plans depicting the entire
project boundary, including all impacts to jurisdictional features, roadways, utility lines, lot lines etc.
Project plans should be no larger than 11x17, and jurisdictional features should be clearly demarcated.
Please provide a clear inset map (plan view, and cross section) of the proposed roadway crossing.
4. Please provide further information regarding impacts associated with the construction of utility lines,
and greenways as it appears that these will impact jurisdictional features as seen on the plans
submitted with the PCN.
5. Your avoidance and minimization justification is insufficient. Please provide a more robust
justification for the current location of the stream crossing, and if/why other crossing options that
could have less impacts to jurisdictional waters were not utilized.
6. The present layout of roadway infrastructure for the proposed project does not depict logical termini
leading to the potential for further/future jurisdictional impacts associated with roadway impacts on
adjacent parcels, therefore the Corps is unable to determine whether the activity authorized under
the nationwide permit will result in more than minimal individual or cumulative adverse
environmental effects. Please provide further information on the potential for adverse cumulative
effects due to stub roads to adjacent properties.
Please submit the above information within 30 days of receipt of this Notification or we will
consider your application withdrawn and close the file. Please call or email
(Tames [e-mail]) me if you have any questions.
Date: September 26, 2016
Corps Regulatory Officiaures La"s in er Tele one No: 919-554-4884 x32
Corps Regulatory Field Office Address: 3331 Heritage Trade Dr., suite 105, Wake Forest, NC 27587
2

HOLLY POINTE — PHASE 2
//z
A,
l l I
40—
IL
JURISDICITIONAL STREAM
TEMPORARY IMPACT #1
40' TOWN OF HOLLY HOLLY POINTE — PHASE 2 AREA OF SANITARY SEWER CROSSING
SPRINGS CAPE FEAR PHASEI HOLLY POINTE
BUFFER 40' TOWN OF HOLLY 35.73 LF OF TEMPORARY
SPRINGS CAPE FEAR IMPACT FOR CONSTRUCTION OF HOLLY POINTE — PHASE 1
BUFFER 8" SANITARY SEWER UNDER
149 4� / ij ,•j ^ EXISTING STREAM —
4 JURISDICITIONAL STREAM _
13
/ 14
V J 1 1 10
0
@ 9O
40' TOWN OF HOLLY 2 2 @2 12 i 21
BUFFERSPRINGS CAPE FEAR — V (.I X. i O 13
L-2
' 30 29 O
JURISDICITIONAL STREAM � r,:` �•� J '•' • �W •�J 26 a-
TEMPORARY IMPACT #2 31
/ AREA OF SANITARY SEWER CROSSING �'/°s I I0 28 19 O
PHASE II HOLLY POINTE TEMP. INCE (4 27
I 119 30.11 LF OF TEMPORARY t 1$s9 LE O
O IMPACT FOR CONSTRUCTION OF `J TEMP. IMPACT/$ 1 f
_ 8" SANITARY SEWER UNDER /� J I.S. SERVICE
// J 15.0 r S.S. IMPACT/3 32 ` 1 8 6
EXISTING STREAM /7 ! S.S. SLF \ O O
16.39 LF
' .. — \ 94 93 17 16
TEMP. IMPACT!
S.S. E�m cc 92 91 �\ 34 O
TEMP. IMPACT/r 40' TOW F HOLLY
/ p" ` , �•� �n !_ ss is r�CE SPRIN CAPE FEAR \ O 37
C J
/ 1 ARE�1Ar1
5 ° 1 `' '� ` ' , 97 96 —� \ BUF R
j •%� ,� ll 1 � � 1 111 �� � � •\ .� O O
41
51 O3
/ 20' TOWN OF HOLLY
SPRINGS CAPE FEA�`
20' TOWN OF HOLLY _ l�
5 BUFFER
�6 \. 99 I 53 SPRINGS CAPE FEAR 2
BUFFER
0
II1 @ \ 0
O I 54 49 43
JURISDICITIONAL STREAM 86
SUMMARY — TOTALS
TEMPORARY IMPACT — JURISDICITIONAL STREAM
HOLLY POINTE PHASE 1 AND 2
TEMPORARY IMPACT
LINEAR FEET OF STREAM
DESCRIPTION
1
35.73 LF
8" S.S. CROSSING
2
30.11 LF
8 S.S. CROSSING
3
16.38 LF
4" S.S. SERVICE CROSSING
4 1
15.56 LF
4" S.S. SERVICE CROSSING
5
15.07 LF
4" S.S. SERVICE CROSSING
6
15.06 LF
4" S.S. SERVICE CROSSING
#7
15.75 LF
4" S.S. SERVICE CROSSING
TOTAL
143.66 LF
TEMPORARY IMPACTS LESS TAHN 250 LF OF ISOLATED STEAMS
TEMPORARY IMPACTS TO FALL UNDER GENERAL PERMIT IWGP 100000
6�10 \ 44
45 �/5 / \
7 \�O� ll 69 .11
7 \ 84 55 47 68
0
5 � — — I s7
L
171
69 >7 7
57 63 65
/� I 64
7
82
/ I co 62 HOLLY POINTE — PHASE 1
7 18 58 v d/
8
20' TOWN OF HOLLY \ / 8
SPRINGS CAPE FEAR 181
BUFFER 89 BD SR
I / 79 I so ROP
/ SER
19 78
\ t 7
• / 76 77
75
\ 74
73 /
i
TEMPORARY IMPACTS
JURISDICITIONAL STREAM
SANITARY SEWER AND SERVICE CROSSINGS
HOLLY POINTE — PHASE I AND 2
lo 5° IC 10 HOLLY SPRINGS, NC
�r� SCALE 1 100 '

51' PUBLIC RIGHT OF WAY
12' 27' B -B
2.5' It' t1' 2.5' vruA s
y1/. PER FT. NPo8�1
21 .CPE MAX. .• • ' `• .. .. 21 SLOPE MA
X R\o l 16 3
30 SLOPE PREFERRED , .•• •'•'• 1:1 SLOPE PREFERRED O 1 6 4
So' vwar Ix1RB a 11-1/25 59.58 .•� ' •'8" ABC ' Rme Guralt r NG 165
RESIDENTIAL STREET (51' PUBLIC R/W) N 167 166
TYPICAL CROSS SECTION WITH CURB AND GUTTER 168 \9 R=30.19'
NTS L-36
'NOTE PROJECT IS LOCATED IN THE TRIASSIC NF R. PRIOR EQ IREDPAVINGP ROADWAYS, y
A SqL TESTING FIRM SHALL BE UTILIZED 70 CONFORM THE REQUIRED PAVEMENT 9 yl
SECTION. COORDINATION BETWTYN ME TESTING FIRM AND THE TOWN OF HOLLY SPRINGS
WILL OCCUR TO DETERMINE THE FINAL PAVEMENT SECTION. SOIL TESTING FIRM TO , `' •. C,1p it
BE UTILIZED TO CONFIRM REQUIRED DENSITIES AND COMPACTIONS DURING CONSTRUCTION. �•' BGF:Of v� cT Cl//l
F 5.
i 5 f4s1? \< \9 2q+130 Cl \6
23+00 RAMP
D D NAL EY ;,s 8" Ps
VC
GENERAL NOTES,t`'' 21+_ 0 pvC `�`' 7J B"
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING .. �t {r` C\#15 ge 75 \F ro1•�l
UTILITIES (ABOVE AND BELOW GROUND) PRIOR 70 THE �`i. / -EpN 8"Vn- _ --
START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY _ "• - 8 SS 55 - -
THE ENGINEER OF ANY POSSIBLE CONFLICTS ONCE ALL O" �'L`f-'fl! �55 6"YA. - - - CT CL INTX. CAHORS TRAIL &
EXISTING UTILITIES ARE LDCATED AND IDENTIFIED. t;� _ /�J�f/
CONTRACTOR SHALL COORDINATE RELOCATION, IF REWIRED, / ..1 `^'! 00 _ TT L-10
OF ANY CONFUCTS WITH EXISTING UTIUTIES WITH ALL 'O �+ Ox _ - STA. 23+37.77 CAHORS TRAI
THE APPROPRIATE AUTHORITIES AND AGENCIES. Q CT ' 3' 2 E N .STA. 10+00 L-10
OAALL OW Y
IMPROVEMENTS.
MEN S, U7IK. MATERIALS. MLITIES &ODRAINAGEU STRUC7URE5 \ �� �'� \ G� a 9 0
OFALL WVERNINWG AUM TO ALL
THORITY PTOWN LEE HOLLY SPRINGS).
T y.O % r
( _ o
ALLREQUIRED STATE AND LOCAL PERMITS SHALL BE OBTAINED 169 •\ _ x I IN o
N
PRIOR TO THE START OF CONSTRUCTION.
N
ALL WORK. VM OF HO, INSTALLATION, AND MATERIALS SHALL B _ X
AS PER TOWN 0.F HOLLY SPRINGS STDS AND SPECSCIO
0.D
� � O9
E.E.O.P. CL STA -18+50
CAHORS TRAIL , O \9x� ytr an Im
100 r )
\,yo,H,
16 161 -
160 292 - 292 292 292
....-MH76 - . L-10 51 ' PUBLIC R/W 290 - - 290 290 - - -- - - -/ 290
B 9" PV�SS. SEE SHEET--
efl 6" MH15
288 \ _ _ 288 288 1 288
INV = _ INV IN 287.00-
MH5 159 286- - ---- INV IN = 285.60 -- - 286 286 286
IN I = I INV. IN .= .285.00
9
284 --- 284 284-
T INV IN = 283.60 ----- _ - 284
vA
•N 282 282 282 __.. - 282
FH 5 - ! - _ -- - � --
! DA7VM 9LSV DATUA! 6LEV
00 h m 080.00 0 0 0 0 0 0 0 0 0
y/ 280.00 O O N O tOa
cy
R 9.6. ...... . _ INLET OF (3) 72" RCP OUTLET OF (3) 72 RCP
Cs
H8 �. • 9 .' GENERAL NOTES:
. m
:'°' G STORM DRAINAGE SCHEDULE -STREAM CROSSING
ITN BLOCKING a y�'CI -ALL WORK AND MATERIALS STALL CONFORM TO THE
HD SPECS TIPS STD )C BDA '.0 R=30 STREAM CROSSING PIPESSTANDARDS AND SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS
L=36.19' (3) 72" RCP WITH HEADWALLS BOTH ENDS -CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
RAM15 NVERT IN: 285.60 CENTER PIPE IN STREAM) - CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL
x INVERT IN: -287.00 (PIPES ON EITHER SIDE) EXISIING UTIUTIES PRIOR TO CONSTRUCTION AND COORDINATE • IF NECESSARY,
INVERT OUT: 283.80 CENTER PIPE IN STREAM THE RELOCATION OF ANY UTIUTIES WITH THE APPROPRIATE UTILITY AUTHORITY.
INVERT OUT: -285.00 (PIPES ON EITHER SIDE) ) - ALL REWIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR 70
••• 88 LF 0 2.05% (CENTER) COMMENCEMENT OF CONSTRUCTION.
INTX CAHORS TRAIL & - _ ) - CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF MOLLY SPRINGS STANDARD
-10 88 LF 0 2.27% (SIDES)
OSTA. 2413435. CAROBS TRAI H�Np AND SPECIFICATIONS TO USE AND REFER TO DURING CONSTRUCTIW.
1 STA. 13+35.84 L-10 -C '
STnRAA cTRI Irn I= cnurnl N r
QPT Srq. 18+28.70 _ FH IHypRpN AMD L O
�- PER TORS ST S AND \
SPECS PLACEMENT AS -.-
PER TOMS SIDS. & SPECS
(TYPCAL) CENTERLINE CURVE DATA C-6 E•
£XlSTINPHHS�L�B 0/NTE ^} REMOVE EX. BLOW OFF \ PVI STA. 25+64.36 CAHORS TRAILPia P,, .m'"P
�. AND EXTEND 8" DIP A= 105'11'46" 2p pa1J/.,G�/
WL AS PER TORS STOS. %.
AND SPECS.
R = 275.00'
sq2 T = 359.66' 9si
L = 504.90. H i
CENTERLINE CURVE DATA C-5 N
F PVI STA. 20+14.41 CAHORS TRAIL O
G� �•py/
EXISTING HOLLY POlN7E� \411 R 22 s7.00 PLAN VIEW CAHORS TRAIL (A)
-10 4! PHASE 28 -
`-Aa
HEADWALL \ \.
p PVF
G QT
T = 72.30
PRELIMINARY DRAWING'pi L = 141.41' ; V
DO NOT USE FOR CONSTRUCT70N I.' DO
ON� I
MATCHLINE "A" CL STA. 27+00 CAHORS TRAIL
SEE SHEET
w1H ear
291.61
v. w - 2eaTo (PPE o)
v art . P x
ads a "A t2+eau 11 RT L -lo
TBOC . 31ILS
W. OUT - 306!0 (PPE E)
a srA 25.ea3o 115' Rr CAROMS TR
OC ' ]0631
. a " WZSO (WE F)
r . .. 00
BIE .DTH Bar
m "291.6
0.H d STA 13.0216 113 LT. L-10
TeOc - Jtzm
ay a, STA 6+ST. 1 1Jb Rr CAHa13
OCUeIE WOTN ear w/ DOuaE IN"'s
MV IN 289.80 (PPE P)
-WT .289.20 PPE 0
( )
NV N " WBID (OPE E1
DIV. WT -. WE D
1600. ]DT.93
INV. N30. (RPE G)
INN. OUT . 30120 ry F)
a�15 d STA 2010052 115• LT. CANORS
rem .296"
113 C- STA 23+0653 1131 LT.CAHIPS
an 0. STA 2"37.31 115 LT CIHDRl
DMlI9E w9RH eOal w/ 00018E wlErs
wv w - 29aeo�PPE D)
WT .288. %PEP
em . Sta40
N . 306.90 PPE 137
1800 - 307..WV.
n8 d eTA 22+08.66 ISS
0."V,
INV Wi -306 (PPE C)
INV. W 31.W (PPE H)
LT. C Nws
. 3DLso
NV N -298.50 (RPE R)
xV. U .2!9.00 PPE o
JIMT80C srA a" 2 1 u Lr cwms
WIN - ]0190 (RPE C)
" . F -W (PPE el
NV OJT . ]0200 PEA
INV. WT - 303-00 (PPE G)
STA It+M45 13b LT WMS T0.
301anT
Fin. -T
31.60 (PPE 9s.fl
. 31.40 (PPE x)
CL STA 2J10651 13.3 LT CAIia6
(AINGTKW BOX)
n� -w a
W
INV IN - mm (PPE 5)
MV. WT 30670 (PPE R)
R91 ..31.0
INV IN2%.m E A
INV. OUTD 2B6dD Pim
Ona a sTA t"11s9 t1s LT L-10
TBm . 310.00
(AwnM Box)
INV. H J1.m (PIPE »
INV. 0Vi .301.80 (PIPE �
15x9712
R1 " -500.50
NV " � 286.20 BryPE DD
WV. WT - 2➢e.m RPE
Cl/19 d STA 1"123) 733' RT L-10
Tem . 31o2e
PI _.o 1~0._
3oa60 (RPE N
.00' VC
_ -----..--
38'
36"
322-----
-- PROFILE VIEW CARO - - PVI STA = 24+00 - - o,, - - - 322 RAIh AGE SCHEDULE
IPE
TYPE
SI2E
LENGTH
INV. IN
PVI ELEV = 313.27 r
D
D.A.
010
320 --- - - - - --
- �: ..
- - - -- - - -- - -- - --
RCP
-- ---.__.. ----
A.D. _ -8..827
N
106.00 12.01
n a
- ,�"� _. __.. _.
�JN
----_.- .PVI STA = 26+73.68
PVI ELEV = 306.00
320
318- - - ___.-_ _.._
.. - ----------- ---
_� _.
_. - _.-.. _.
_
W/ HE rLL
O WRF
J0.----
-i�-_
n� -w a
W
-- -._'n 20 -
_.._ A.D.=8.08
_ ... _. K = 26.23 - ---- -
212
318
316i=
V �.
9.73 AC
JLH'D
PI _.o 1~0._
M fnUJ --_._-
.. M
.00' VC
_ -----..--
38'
36"
I
--U _
_ _
2.64%
0.50%
-
0.`-T
.. m
- � -
>•D0�
-�-- -... �,•T -- ---- -
316 cn
314 -- -
Z W
I...__...--
��
�.-
- -__ ----._ ...
----
_ N`�_
K
>m r3 �..
W IA
(a S
u - - - --.
n r
oo_ 0+
N
0.40 AC
0.24 AC
3121 -
Q_ao
-
-
_ n
'-.. UMg
F04
` Z I
_ 6,,1.(,..-�2.6SY, `-_ -__ U~~' -.__... ,_.....
U
.. - __. ___- N -_.. _
w C) 6
cNim J
374
0.07 AC
GG
ROP
24"
0.
37
310.
Z
- - PVI STA 19+50 - -
7.92 cfs
- -
JPO/ - <C
-
__s
v a z 00
24'
-51'
a -
- PVI
5 8.50
0.78%
Q 7t _
G ^
-
o 3 -
3tD
308 `-- I
18'
15'
DLEV 15.17
A.D.
K = 32.04
- --
G ._._..
-�� v
1.48%
0.95%
B Gv -
Q
$1 --
O
O
__
306 - - - 1_
Lu O W
m = I�.i
486.00' VC
-
15'
15"
rn rn r��
_.. m �- -
+ O /
Q\P
-
- D $ -
_
- -a
- B -CV -` o
_ _ _ _- -
308
.. _ _.
o
N to to U y _... �C.� -0GJ
_ _._.__---
__ a -_ p/PE- a
PIPE GG -zssx�
I ` W
304 �' - - --
- - -._
�o ro
.... :.
�oLN000
- o�,M��
tii - - -
-
0 39•)s a _PIPE C '
�
a e" LF
.-.. PIPE G
^.._---..,, PIPE-
30fi
N V
_�
288.00
N _. ...
._ .... j-- UN0)00000-_-
11--
w. w - - a
__ __
SS ®ZV 4> -- _. - -
PIPE F _. (. __.
304 v /
302 \� ---I
_ _
\7$j�c�
_._-_
II v
w Q 0)
-- -w h _. cN
� Z- Z
II >L Ap-�Z�
-- - - - wow �oz
_ ...
/ /�/
1.19 AC
0.83 AC
- Gia -..
- ----- �- m
PIPE A
302 W
300 __-____. \� i..
\'�
_. __ ._
_-.I-Ntn 11 _-__....V..+-XwZ)-
? Z m w _.
a0-
LL
In N w Z Z w
... Q - ___ Z.
- - - -
/ '3N�"
------ - --. _. - --
J _ _ a,>>;
_a -- a- -_--- _- ------ - -
Z
- m .... - -
247. 5
300 W
298,
298 -` ;D/P 1 -. -_..-.re -
II
... _. __-..
d u
_ --- 3 �' -
F-
U N -_._
- - _.
-------- - - ------ ®
_.
0
to _...__
w ..
LF 8.
- - 108.
-4T®FOS DIP SS DIP SS -0 0 --
U
IPE
TYPE
SI2E
LENGTH
INV. IN
INV. OUT
SLOPE
D.A.
010
V10
NOTES
EE
RCP
36"
-66'
296.00
295.60
0.61%
9.83 AC
24.60 CIS
6.83 fp.
W/ HE rLL
O WRF
OD
RCP
36'
-110'
296.80
296.20
0.55%
9.73 AC
A
B
RCP
RCP
38'
36"
•-189'
-40'
302.00
302.40
297.00
302.20
2.64%
0.50%
9.63 AC
9.13 AC
w/ HEAD ALL
C
D
RCP
RCP
15'
15"
-70'
-34'
306.60
308.00
303.80
306.60
4.00%
3.53%
0.40 AC
0.24 AC
a INLET
E
RCP
15"
-30'
308.80
308.20
Z00%
0.07 AC
GG
ROP
24"
•••182'
302.60
297.00
3.08%
2.19 AC
7.92 cfs
7.42 fps
o uUR.
F
RCP
24'
-51'
303.20
302.80
0.78%
2.09 AC
G
H
RCP
RCP
18'
15'
-27'
-42'
303.80
304.40
303.40
304.00
1.48%
0.95%
1.92 AC
1.24 AC
I
J
RCP
RCP
15'
15"
-170'
-49'
308.00
312.20
304.60
308.20
Z00%
8.16%
0.59 AC
0.26 AC
K
RCP
15"
-25'
312.90
312.40
2.00%
0.11 AC
N
RCP
'-28'288.20
288.00
0.71%
1.71 AC
6.54 Cfe
5.36 fps
OWt0
P
RCP
RCP
5"
15"
-25'
-88'
288.20
290.50
288.70
289.60
2.00%
1.02%
1.19 AC
0.83 AC
Q
R
1115
RCP
RCP
15"
15'
-120'
-100'
296.30
302.70
290.60
296.50
4.75%
6.20%
0.76 AC
0.50 AC
S
T
RCP
RCA
15'
15"
-36'
-25'
304.60
305.60
302.90
304.80
4.72%
3.20%
0.42 AC
0.13 AC
V
RCP
15'
-60'
306.10
305.10
1.67X
1.41 AC
W
U
Z
RCP
RCP
RCP
15'
15'
18'
-111'
-25'
-B'
307.00
304.50
304.00
304.70
304.20
303.80
2.079
1.20%
2.50%
1.41 AC
1.26 AC
1.13 AC
EE
RCP
TB'
-131'
303.60
299.40
3.21%
0.62 AC
DD
RCP
18'
-25'
299.20
299.00
0.78%
0.51 AC
e WTIEr
X
RCP
42'
-232'
3D2. So
01.20
0.60%
15.49 AC
44.56 cf9
8.00 fpe
a/O.W�
Y
RCP
36'
-39'
306.00
02.80
8.21%
15.49 AC
IN HEADWALL
o &
AA
-26
6.00
1.15%
0. A
2.77 cf.
4.77 fps
a/a•
BB
RCP
15"
-32'
3136.70
306.50
0.63%
0.75 AC
CC
RCP
15'
-38'
307.10
306.90
0.57X
0.73 AC
FF
RCP
15'
-767'
294.70
293.00
1.02%
0.41 AC
2.10 cfs
4.25 fp.
0./a
_ _r omn Td. .w.o _... ---- ._ 4% - _ .73%298
\ -dS
296 ^E = Fn z"eo
WV-A-- --- --- -- -- - --
TER MANS RE
E,,M SUM BE DEFLECTED.
--o-�-
- - 296
WILL 11 NOT w+ NF
CONCRETENCASEMENT
294 10OEACH SIDE F om EIPF CROSSING4d z9a
LLJ
PRELIMINARY DRAWING
o VJu292 EX_72'.TO8 8" DIP WL
n - --- - - � J M_�_JI .
REDUCER \ - z
OLZ
a _ _ --- --- 0. ..�z0 F v�_o--- -------- --- --:� 292
Loo NOT USE FOR CONSTRUCTION
290 - -- -I \ - -- - ... _ PIPE F . I I �® o => O�z_> -- - _ - '6 z OWNER DEVELOPER:
Ex. e" DIP WL J - -(� - n _ __ --__ + z _- + = MUNGO HOMES OF NORTH CAROLINA
- N - - - H 2so 2514 RELIANCE AVENUE
288 -- - - - -.. 40' (HORIZONTAL) APEX, NC 27539
Z I I .BA n -- - - - - - N l" < 4' (VER71C4L (919 303-8525
-------- - - -REMOVE EX. BLOW OFF - .. _ _- I I g =N o - ---- ----- B (Eu`
AND ExTEND a' DIP - ° ---- -- B FAX [phone]
i '�• c01 I I I v sv z o __.. .. _ - 2 C 40 0 40 80
28s - - ------- WL AS PER TOMS STDS. - '�6,�---- - SIO �HTI I I I .�13 -- ¢>o
y ----
AND SPECS. rn ��004
GO z= - - - - -- ----- - - __ _. - 286
__ - - - --- - --- - --_.. I - 1
284 W/ HEADWALL N N _ _.... _. - _. _ _. _--.-___- -
3) 72" RCP = li) OTN NN I 1 I 1 H _.. -. _ I - _ - _. _. SCALE 1'= 40 SHEET 6
- - - On + Or -Z r l I _ _ - 284
282 --- - ><-Na:2 >o- I F 8 P9% N - --- - - - - - - - - _ CAHORS TRAIL (A)
PLAN &PROFILE
w¢vZ>6�L. �2•
DATUM 6l.EV ----- ---- - - --- --- I- wZ X? ISPN_.SENJ -. _ ----------. - -_. ._.--- 282
HOLLY POINTE SUBDIVISION PH 2C
zoo. 00 _
< M
p � (�
M O Ln
M
18+00
U] NOD
min
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N
19+00
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Or NCTI
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27+00��
AT� P.A.
1149 EXECUTIVE CIRCLE
GARY. HC 27611
CAR 4 C 27516
FAX (ITIS) 465-1583
CO. DCENSE N0. C-0343
HOLLY SPRINGS TWP. OWNER: MUNGO HOMES OF NC
WAKE COUNTY NORTH CAROLINA ZONED R-10 CU
ATE 04/18/2016 DRAWN MTH JOB NO. E04-0
1"=40' HORIZ
SCALE SURVEYED N/A WC HP2C-CAHORS A
20+00 21+00 22+00 23+00 24+00 25+00
26+00
1"= 4' RT.
REVISIONS 8/22/16 PIN 0638-73-5036

X47 LF OF STREAM
DISTURBANCE FOR
DISSIPATOR
INSTALLATION
11
160
6PRELIMINARY DRAWING
DO NOT USE FOR CONSTRUCT70N
ACCORDING TO FEMA MAP #37200628001
DATED MAY 2, 2006 THE PROPERTY IS
OUTSIDE THE 100 YEAR FEMA FLOOD PLAIN
NOTE:
CONSTRUCTION DRAWING APPROVAL IS REQUIRED
BEFORE CONSTRUCTION ON THIS PROJECT MAY
BEGIN. ALSO, DEVELOPMENT FEES (ACREAGE, FEE -
IN -LIEU OF ASSESSMENT, AND INSPECTION FEES)
ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
ALL CONSTRUCTION SHALL CONFORM
TO TOWN OF HOLLY SPRINGS DESIGN
AND CONSTRUCTION STANDARDS.
`5 - 20 AINAA ENT
J/ '� l yl
!A H WALL .i 4� _
\ 100 YR BACKWATER - __ _ _ _ -
_ I I EASEMENT ..305.00 15 I �' `0' DRAINAGE EASEMENT' _
1.51 50 149 4� ; 4 / 4 -- 4.
-�n4:
'T
/100'� /
® _ _ �, f I 1• 4 141 / / , /_
�I
a ma°B /
=a,
_ - - _ ® - -
\-�-®,---- - a�i22 ^ .+' =-°a 34+0ti -'I a126
® ® `�• _� 29t- - - ® _p�:!. �� �_ r--Xl� u.7
I -
_ 3,4Va _ f x �F X100
121 r sir iO4w \ - _` 1 a#27 Z _ IY m3 o0 / Fp / J l
�aQi2U1
20 ' jr 2111 - ysw+__ _ _ _ Cf.i�`
o
V ', cy\-/.\® % ! , � �, _ 123 ,;..1 -� -------- - � gNRyW_"_�1IER� / /�\.•\ �. / /..._-_ .. �'•/•// E91s. � /
39
\ m ! 13 I rl P7E30LOO
16
119 t j ( 136 MB FFE
SMH#1 xEADwau-
SMH#3 - - - - - -1- - 100TER
- F100_0 \ I. -
O
/� i - : i 32nD /' ` • \� I / �f - - - - - - _ - __ -
f i
29
-29800 MH#2 /
-- 117 f � #7F7,I'
.-, HOLLY POINTE
t >3 OPEN �_ i I
_ 234,L �z l PHASE I
DRAINA p��T' --ItPT J1
PVT.' f'ASEMEdZ-I -I "adJ= - -)
3'AGWALL
40.224
.m 79 / / -� / / / / / / 1 \ �. ; / SITE CONTAINS NO WETLANDS AND/OR REGULATED BUFFERS
x �(
oo
mm�aoINt�/ / /. /. �`� �\ SHoRM Po�NTE PHnNAGESE oMENTo NOTES 20.15 ACRES
Cj I t-" TARY ` ryo 29e°o lR/ J / PROPOSED LOTS IN HOLLY POINTE PHASE 2C - 55
11500
Ham.Re �� // f //- �/ PROPOSED IMPERVIOUS AREA FOR EACH LOT IN HOLLY POINTE PHASE 2C - 3,260 SF
Ez;123" ARYL I �°'/` G�FP \ t �r / - PROPOSED TOTAL IMPERVIOUS AREA FROM ROOF TOPS/DRIVES/LOT SIDEWALKS - 179,300 SF
PROPOSED IMPERVIOUS FROM PARI Ir. ROAnWAYR ANf) SIOFWAI KC H(N I Y PnINTF PHARF 7( - 1A 47A CF
60 30 60 130
SCALE 1'= 60 '
-92 LF OF STREAM
DISTURBANCE FOR
PIPE INSTALLATION
CAPE FEAR BUFFER ZONES:
ZONE CFB 2 01
wo
p Z ul M
_TOP OF BANK N V
TOP OF BANKw
p Z m
O
N
1.
ZONE CFB 2 _ 0.1 _ -
BUFFER NOTES:
HOLLY POINTE
. C
•. 292 292
IPHASE 2A
7J / no
VIN.26700
288
00 ll/ / . \ _� \ - NV N 285.60
>n
/�. '- (3) 72' RCP WITH HEADWALLS ROTA ENDS
2e4
'1 r
INLET
OF (3) 72 " RCP
- I 292 - 1292
1290
SITE CONTAINS NO WETLANDS AND/OR REGULATED BUFFERS 20a `� -� m
STORM DRAINAGE SCHEDULE - STREAM CROSSING 286 - - ----.286
STREAM CROSSING PIPES --
-WT-'� - --- - -
(3) 72' RCP WITH HEADWALLS BOTH ENDS 284 :- - _. 39v.prt.� 28190 .281
INVERT IN: -285.60 (CENTER PIPE IN STREAM)
INVERT IN: -287.00 (PIPES ON EITHER SIDE) (3) 72' RCP WITH HEADWALLS BOTH ENDS
-25 LF OF TEMPORARY STREAM
IN
IX)T. -283.80 CENTER PIPE IN STREAM) zu -- - -- 252
INVERT OUT. -785.00(PIPES ON EITHER SIDE) _
DISTURBANCE FOR CHECK DAM B1F o 8 2.05% (CENTER) -m
AND PUMP AROUND. TEMP. FOR CULVERT Be F o zz7x (eDEs) moo o s n q
INSTALLATION OUTLET OF (3) 72" RCP
1. ZONE CFB1 OF THE BUFFER MUST BE LEFT
COMPLETELY UNDISTURBED.
2. NO FILL MATERIAL IS TO BE BROUGHT INTO THE CFS1
AND NRB1 BUFFERS AND NO STRUCTURES ARE
ALLOWED WITHIN ANY OF THESE BUFFER AREAS.
3. GRADING AND OTHER LAND DISTURBING ACTIVITIES
ARE ALLOWED ONLY IN ZONE CFB2; HOWEVER,
THESE ACTIVITIES MUST BE PERFORMED IN SUCH A
MANNER AS TO PREVENT DAMAGE TO THE ROOTS
OF REMAINING TREES AND IN ACCORDANCE WITH
STATE AND TOWN REGULATIONS.
GRADING NOTES:
PRIOR TO GRADING, A GRADING AND EROSION CONTROL
PLAN SHALL BE FILED WITH T.O.H.S.
A GRADING PERMIT SHALL BE OBTAINED AS REQUIRED.
ALL GRADING AND EROSION CONTROL REQUIREMENTS OF
THE SOIL AND EROSION CONTROL ORDINANCE OF THE
T.O.H.S SHALL BE COMPLIED WITH.
FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO
FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER
CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL
SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
FOR ALL AREAS UNDER A PROPOSED TRAVELWAY, THE TOP
12' OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL
BE COMPACTED TO A DENSITY OF 100% MAXIMUM
STANDARD PROCTOR DRY DENSITY AS DETERMINED BY
AASHTO METHOD T99. FILL MATERIAL SHALL BE PLACED
IN LIFTS OF 8" OR LESS OF UNCOMPACTED SOIL.
OTHER FILL MATERIAL SHALL BE COMPACTED TO A
DENSITY OF NO LESS THAN 100% OF THE MAXIMUM
STANDARD PROCTOR DRY DENSITY AS DETERMINED
BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL
BE PLACED IN LIFTS OF 8" OR LESS OF UNCOMPACTED
SOIL
. aLN
nae - 1,181
PIP(L SLl SSN610 13T KT UJIP6
_ 3ow
pN a 6TA. 28+60 11.5' LT CN10R5 1R
.PIPE .0WIN)
OME 0
1BOC .309.83
apt 0. STA ]o+B9.0 13.s Lr7[.-----
nrv. aur - 3a610 (%PEN
(RPE 11E
art 39.49 (RPE X)
°0F
IPA¢ 9TA law1,41. LT. L -,o
,899.31100
WI.f,EL.OIx_BWI ./ Opgl[ x1lii
ee1,
n
TI -asrk 216" w49.x 135 Rr L-11
INV N 312.40 (RPE K)
NV W T . 3,.28 PSE
( '0
STA 133 LT CAHORB
T M1.56
Rrv. QR .3°/.00III- w)
f
p/II ¢ Sn 90,N# 11S lT. CAIR16
. >mN
OA ¢ gTA 73.0455 ,ae' LT. WP,S
CV, q eT4 v�3I yy �n
Oplet e/ maE
x`'• �: ���
1p0° : ao°ao Mc
ort- aa.W °
�n
pin n srA W4va4 ,SS IT L-1,
Teen - Jle.ro
NV plT . 11290 (PIPE K)
p1
a a srA n.6T66 11 Lr7V�.'Do)
9A' N 0100 (P�
NY N
_ 19181
LT CNIPY
pp4 a STA 35+0¢93 115 Ri. CAH0115
- 3m.
. auT - 91IJp PPE 9
OII! _ 1m09 9/
_
.301.70 (%PE S)
NV. WT .3111 30 (PSE N
w N - 398.30 fP eel
]0
I aIf .306 PE M
OMC . 1W.T1
9N/I (1N9091 BOn
0p18tE 1W3MJB0XiW/DaR1E
p3 a 3TA SSr8S70' 168' RT CNKx6
. ]OLIO 9wE N
. 011f . 104m mea q
p, 1q o
2
w - - A)
OIII �
?;=V.)
lop,
RAE15
TBOC _100.10
W4.w VI PE 1�
OC .3,9.83
NY. N .108.90 (PIPE CCl
n 9TA 1«ITN 1 LT L-,0
1900 - X00
9IIP IAALT,e19m0
ON{!f • T'^ 3)
xV. WT . ]08.70 % 9e
_ _Pw n
m. =W9.14oc
DRAINAGE: 2,475
M TTA 31x31.38 115 RT LAHOR3
iBOa prE
Imo: aN . 1038o((RPE
I� p- STA 3MR11 2385' LT Cul
- J,I.ae
GIN . 107.10 E CC
OpI ¢ srA lo.u3r las N L-10
TIOe _ 1,as
Nv. our - 3Tna n
am n STA ,2ae1tT 618 M L -n
mm - 2v1ro
xv. art . a1.m P9E rt7
v1x p(31Nanw Box)
IOM . -30LOO
NV: 'WT: �.w4 )
TOTAL LF STORM
_0 RU f RMAGE SI
PIPE TYPE Slff I LENGTH I INV. IN INV. OUT SLOPE D.A. 010 1 NO NOTES
EE RCP 36'-e6' 296.00 295.60 0.61% 9.83 AC 24.60 d3 6.83 111. :1.1m -
DD RCP 36- -110' 286.50 296.20 0.55% 9.73 A,
A RCP 36' -189' 30200 297.00 264% 9.63 AC R/ HFA9IALL
B RCA 36' -40' 30240 30220 0.50% 613 AC eN,Er
C RCP 1Y-70' 306.80 30"80 4.00% 0.40 AC
D RCP 15' -34' 30600 306.80 3.53% 0.24 AC
E RCP 1S -30' 30680 308.20 200% 0.07 AC
GG RCP 24' -182' 30260 297.00 108% 219 AC 7.92 cfs 7.42 fps a/aRnar
F RCP 24' -51' 30120 30280 0.75% 209 AC
G RCP 78' -2T 30180 303.40 1.48% 1.92 AC
H RCP 1Y-42' 304.40 304.00 0.95% 1.24 AC
I RCP 15' -170' 30600 304.60 200% 0.59 AC
J RCP 15' -49' 31220 305.20 111 0.26 AC
K RCP 15' -25' 31200 312.40 200% 0.11 AC
NRCP 18' -ZB' 288.20 28600 0.71% 1.71 AC 6.54 d4 5.36 1, daPil,�El
0 RLP 15' -25' 289.20 28670 2.00% 1.19 AC
P RCP 15' -88' 290.50 289.60 1.02% 0.53 AC
Q RCP 15' -120' 296.30 290.60 4.75% 0.76 AC
R RCP 15' -100' 30270 296.50 6.20% 0.60 AC
5 RCP 1Y -36' 304.6030290 4.72% 0.42 AC
T RCP 15' -25' 305.80 304.60 3.20% 0.13 AC
V RCP 15' -00' 306.10 305.10 1.67% 1.41 AC
"ICP
1Y -111' 307.00 304.70 207% 1.41 AC
U RCP 1S' -25' 304.50 304.20 1. ox 1.26 AC
Z RCP 18' _8' 304.00 303.60 250% 1,13 AC
EE RCP 1C 0431'303.60
299.10 321x 0.02 AC
DD RCP 16' -25' 299.20 299.00 0.75% 0.51 AC : f
X RCP 42' -23Z 30260 301.20 0.60% 15.49 AC 41.36 ch 8.00 /p1 few
Y RCP 36" -30' 306.00 80 92,x 18.40 AC f
M .30 306.00 1.15x 0.82 A 2.77 cit 4.77 fps W T�
B9 RCP 15' -31306.70 305.50 0.6311 0.75 AC
CC RCP 1S' -38' 307.10 306.90 0.57% 0.73 AC
FF RCP 15' -167 294.70 29100 1.025 0.41 AC 2.70 cM1 4.25 Ipe i/ate
OWNER/DEVELOPER:
MUNGO HOMES OF NORTH CAROLINA
2514 RELIANCE AVENUE
APEX, NC 27539
[phone]
FAX [phone]
NOTE:
ALL REQUIRED 401 AND 404 PREMITS REQUIRED
BY STATE AND USACE WILL BE AQUIRED AND
PROVIDED TO TOWN OF HOLLY SPRINGS.
PRELIMINARY DRAWING
DO NOT USE FOR CONSTRUCTION
04 -MAS -07 SHEET 3