20170694 Ver 1_401 Application_20170605

PAr
Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Hidden Valley
Fuquay-Varina, Wake County, NC
June 5, 2017
S&EC Project # 12754.W8
NC DWR, 401 & Buffer Permitting Unit 2 0 1 7 0 6 9 4
Attn: Karen Higgins
Archdale Building — 9th Floor
512 North Salisbury Street
Raleigh, NC 27604 O r'
D
JUN 0 5 2017
D Q -WA ER RESOURCES
401 & B FF PERMITTING
On behalf of the applicant, Pulte Home Company, LLC (Attn: Chris Raughley) please find attached a
complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities proposed
below may proceed under Nationwide Permits 14 & 29 and Water Quality Certifications 4088 & 4092.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Hidden Valle
Project Type
Residential Development
Owner / Applicant
Pulte Home Company, LLC
County
Wake
Nearest Town
Fu ua-Varina
Waterbody Name
Neills Creek
Basin
Cape Fear
Index Number
18-16-(0.3)
Class
C
IMPACT SUMMARY
Stream Impact (acres):
0.10
Wetland Impact (acres):
0.61
Open Water Impact (acres):
0.10
Total Impact to Waters of the U.S. (acres)
0.81
Total Stream Impact (linear feet):
590
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
NCDMS Mitigation Acceptance letter
Existing Conditions & Overall Site Plan -C1.0 & C1.1
Plan & Profiles -05.0 & C5.19
Wetland & Stream Impact Packet-CWI-1.0 — 1.11

NCDWR ONLY:
Stormwater Impact Analysis
Drainage Area Map —CWI-1.12
$570 DWR Application fee

`o�pF W AT �q�G
O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
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 El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 14 & 29 or General Permit (GP) number: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
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 1h
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:
Hidden Valley
2b.
County:
Wake
2c.
Nearest municipality / town:
Fuquay-Varina
2d.
Subdivision name:
Hidden Valley
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
SSP Southeast Land Management, LLC (Administrative Manager for RWC Land 11 LLC
and Raleigh Highway 55 LLC)
3b.
Deed Book and Page No.
D.B.; 15126, 14759 Pg. 479, 473, 565
3c.
Responsible Party (for LLC if
applicable):
Scott Coblente
3d.
Street address:
2820 Selwyn Ave., Ste. 500
3e.
City, state, zip:
Chariotte, NC 28209
3f.
Telephone no.:
704-334-3212
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 13
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:
Chris Raughley
4c.
Business name
(if applicable):
Pulte Home Company, LLC
4d.
Street address:
1225 Crescent Green Drive, Ste. 250
4e. City, state, zip:
Cary, NC 27518
4f.
Telephone no.:
919-816-1161
4g.
Fax no.:
N/A
4h.
Email address:
Chris.RauahleY&)PulteGroup.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
pShirleyanSandEC,00m
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0675141029, 0665849465, 0665746312,
0675232939,0675230880
1b. Site coordinates (in decimal degrees): IMPACT0
Latitude: 35.5483 Longitude: -78.7708
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
t 213
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Neills Creek 18-16-(0.3)
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 consist of an assemblage of properties that are partially forested with some open field
areas. An abandoned golf course exists on the parcels to the east. There are three large jurisdictional ponds as well as
streams and wetlands throughout the property. Finally, there are some existing structures associated with the old golf
course and paved paths throughout most of the site. The general land use in the vicinity of the project is residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 14.86 acres of wetlands and approximately 9.31 acres in open waters.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 1, 875 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, wetland and open water impacts, associated with road infrastructure, and
stream & wetland impacts associated with utilities. 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 Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary El Final
Comments: A PJD request package was submitted to the
Corps on May 15, 2017 by Steven Ball.
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USA CE- James Lastinger with the Corps verified jurisdictional areas on March 03, 2016; Wake County -the western
portion of the site was reviewed by Betsy Pearce with Wake County on 2/29/16, no letter was ever provided, Fuquay-
Varina-a site visit with a representative of Fuquay-Varina was conducted on2123/16, since that time Fuquay-Varina have
removed their riparian buffer requirements within the Cape Fear.
Page 3 of 13
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.
N/A
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Per the applicant, this project will be developed and constructed in phases, however no new phases beyond what is
currently shown are anticipated.
Page 4 of 13

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
if known
W1(#1 -W2)
Road Crossing-
Bottomland
® Yes
® Corps
0.081
® P El
Culverts & Headwalls
Hardwood
[:1 No
El DWQ
W2 (#1-W2)
Road Crossing-
Bottomland
® Yes
® Corps
0.041
El ® T
Construction Access
Hardwood
El No
❑ DWQ
W3 (#2-W2)
Road Crossing-
Bottomland
® Yes
® Corps
0.027
® P El
Culvert & Headwalls
Hardwood
[I No
El DWQ
W4 (#2-W2)
Road Crossing-
Bottomland
® Yes
® Corps
0.007
❑ P ®T
Construction Access
Hardwood
❑ No
❑ DWQ
W5 (#3-W3)
Road Crossing-
Bottomland
® Yes
® Corps
0.193
® P El
Culverts & Headwalls
Hardwood
El No
E] DWQ
W6 (#3-W3)
Road Crossing-
Bottomland
® Yes
® Corps
0.157
El ® T
Construction Access
Hardwood
El No
[:1 DWQ
Utility Crossing -
W7 (#4-W3)
Permanent
Bottomland
®Yes
®Corps
® P ❑ T
Maintenance
Hardwood0.011
❑ No
El DWQ
Corridor -Permanent,
No Permanent Loss
Utility Crossing -
W8 (#5-W3)
Permanent
Maintenance
Bottomland
®Yes
®Corps
® P [:IT
Corridor -Permanent,
Hardwood0.049
❑ No
DWQ
No Permanent Loss
Utility Crossing -
W9 (#9-W3)
Permanent
Maintenance
Bottomland
®Yes
®Corps
® P ❑ T
Corridor -Permanent,
Hardwood0.031
❑ No
El DWQ
No Permanent Loss
Utility Crossing -
W10 (#12-W14)
Permanent
Maintenance
Headwater
®Yes®
Corps
0.012
®P [:1 T
Corridor -Permanent,
Forest
El No
El DWQ
No Permanent Loss
2g. Total wetland impacts
0.61
2h. Comments: Total proposed permanent impacts to jurisdictional wetlands = 0.30 acres; total proposed permanent, no
permanent loss impacts to jurisdictional wetlands (i.e. permanent maintenance corridor @ utility crossings) = 0.10; total
proposed temporary impacts to jurisdictional wetlands = 0.21 acres. Temporary impacts will be brought back to original
contours and re -vegetated with wetland seed mix.
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.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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-G) ® P ❑ T
Road Crossing-
UT to Neills
® PER
® Corps
8
75
Culvert & Headwalls
Creek
❑ INT
❑ DWQ
S2 (#1-G) ❑ P ® T
Road Crossing-
UT to Neills
® PER
® Corps
8
23
Construction Access
Creek
❑ INT
❑ DWQ
Road Crossing-
® PER
® Corps
S3 (#3-A) ® P ❑ T
Culvert & Headwalls
Neills Creek
❑ INT
❑ DWQ
6
139
(NWP 14)
Road Crossing-
® PER
® Corps
S4 (#3-A) ❑ P ® T
Construction Access
Neills Creek
❑ INT
❑ DWQ
6
140
(NWP 14)
S5 (#4-D) ❑ P ® T
Utility Crossing
UT to Neills
Creek
® PER
❑ INT
® Corps
❑ DWQ
4
24
S6 (#5-A) ❑ P ® T
Utility Crossing
Neills Creek
® PER
❑ INT
® Corps
❑ DWQ
5
21
S7 (#6-E) [I P ®T
Utility Crossing
UT to Neills
E:1 PER
® Corps
7
24
Creek
® INT
El DWQ
S8 (#7-E) ❑ P ® T
Utility Crossing
UT to Neills
❑ PER
® Corps
7
21
Creek
® INT
❑ DWQ
S9 (#8-E) ❑ P ® T
Utility Crossing
UT to Neills
❑ PER
® Corps
3
21
Creek
® INT
❑ DWQ
S10 (#9-B)❑ P ® T
Utility Crossing
UT to Neills
Creek
® PER
❑ INT
® Corps
❑ DWQ
5
37
S11(010-C)®P ❑ T
Utility Crossing & Fill
UT to Neills
Creek
❑ PER
® INT
® Corps
❑ DWQ
8
65
3h. Total stream and tributary impacts
590
3i. Comments: Permanent loss impacts = 279 LF (i.e. 65 LF intermittent); Temporary stream impacts forconstruction = 311 LF
(Temporary stream impacts will be brought back to pre-existing stream bed elevations and the stream banks stabilized).
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 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 (#11 -Pond 2)
®P❑T
Pond 2
Road Fill
Pond
0.101
4f. Total open water impacts
0.101
4g. Comments: Pond will be drained preceding road construction
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 6 of 13

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 ❑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
required?
El Yes
B1 (#1)❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 13

D. Impact Justification and Mitigation
1 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 Cape Fear River Buffer evaluation for the entire property in order to identify
natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Impact 1 is a
proposed road crossing to a perennial stream and wetland system. Proposed impacts include permanent and temporary
stream impacts, along with permanent and temporary wetland impacts. Headwalls and retaining walls have been utilized
to minimize stream and wetland impacts in this location. This impact is necessary to access the eastern side of this
property. Impact 2 is a proposed road crossing to a wetland. Proposed impacts include permanent and temporary
wetland impacts. Headwalls and retaining walls have been utilized to minimize wetland impacts in this location. This
impact is necessary to access the property. Impact 3 is a proposed road crossing to a perennial stream and wetland
system. Proposed impacts include permanent and temporary stream impacts, along with permanent and temporary
wetland impacts. Headwalls and retaining walls have been utilized to minimize stream and wetland impacts in this
location. This impact is necessary to access both the eastern and western sides of this property. Impact 4 is a proposed
utility crossing to a perennial stream and wetland. Proposed impacts include temporary stream impacts, along with
permanent, no permanent loss wetland impacts. The permanent, no permanent loss impacts are for the permanent
maintenance corridor and the change of wetland function. This utility crossing has been minimized by crossing the stream
& wetland at a perpendicular angle. Impact 5 is a proposed utility crossing to a perennial stream and wetland system.
Proposed impacts include temporary stream impacts, along with permanent, no permanent loss wetland impacts. The
permanent, no permanent loss impacts are for the permanent maintenance corridor and the change of wetland function.
This utility crossing has been minimized by crossing the stream & wetland at a perpendicular angle. Impacts 6, 7 & 8 are
all proposed utility crossings (i.e. gravity and force main) to an intermittent stream. Proposed impacts include temporary
stream impacts. These utility crossings have been minimized by crossing the stream at a perpendicular angle and are
necessary to access the pump station with both gravity and force main lines. Impact 9 is a proposed utility crossing to a
perennial stream and wetland. Proposed impacts include temporary stream impacts, along with permanent, no
permanent loss wetland impacts. The permanent, no permanent loss impacts are for the permanent maintenance corridor
and the change of wetland function. This utility crossing has been minimized by crossing the stream & wetland at a
perpendicular angle. Impact 10 is proposed fill for utilities to an intermittent stream. Proposed impacts include permanent
stream fill. Per the applicant, during the review process the Town of Fuquay Varina commented that the sewer depth in
the public street to serve the development would be prohibitive for maintenance. Therefore the sewer in this area was
routed at the rear of the lots across the stream channel that runs through the former golf course fairway. The elevation of
the stream channel was too deep for the sewer to cross under the stream and too shallow for an aerial crossing.
Retaining walls have been added to minimize the stream impact. Impact 11 is a proposed road crossing at the head of a
pond. Proposed impacts include permanent open water impacts. Per the Town of Fuquay Varina's Street Classification
and Geometric Standards, this design standard limited the flexibility for the Collector Street to completely avoid the
existing pond. Additionally, the pond will be drained early in the construction schedule and re-evaluated at a later date to
confirm the permanent footprint of jurisdictional waters of the US. . Impact 12 is a proposed utility crossing to a wetland.
Proposed impacts include permanent, no permanent loss wetland impacts. The permanent, no permanent loss impacts
are for the permanent maintenance corridor and the change of wetland function. All temporary stream impacts will be
brought back to pre -construction elevations and stream banks will be stabilized. All temporary wetland impacts will be
brought back to pre -construction contours and allowed to revegetate with the surrounding seed source.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 14 & 29. With
respect to residential developments (NWP 29 -Regional Conditions section 4.0) there are no impact associated with
stormwater facilities or single-family recreation facilities for this project, the permanent stream & wetland impacts required
by impact #3 will utilize a NWP 14, the stream classification for this project is C (i.e. not Outstanding Resource Waters,
High Quality Waters, Coastal Wetlands or wetland adjacent to these waters) and riprap stabilization below the OHWM will
be avoided. The applicant is also aware of the regional conditions associated with the Nationwide Permit 14 (NWP 14 -
Regional Conditions section 4.0) the applicant is not proposing stream relocations or impacts within tidal watersAvetlands,
the proposed crossing is not in a trout watershed; the proposed stream crossings that include FEMA floodplain area are
strictly an upland to upland crossings; Bankfull flows are being considered by engineering design; and any stream
excavation necessary for culvert installation will be minimal.
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will follow the following construction sequence:
Contractor shall install erosion & sedimentation control measures including, but not limited to, construction
entrances, silt/tree protection fence, diversions/check dams, and sediment basins/traps in accordance with
requirements set forth in the Wake County Land Disturbing Permit.
Contractor shall notify the Town of Fuquay Varina Public Works 48-hours in advance of start of work during a
period of time with no rain in the forecast.
Prior to start of work, contractor shall have all materials and equipment on-site. For utility crossings with
casings, the carrier pipe shall be installed within the casing pipe prior to any open cut activities.
Contractor shall install a temporary cofferdam on the upstream side of the proposed crossing to pump water
around the open cut area to the downstream side. Contractor may also install a temporary diversion channel lined
with plastic to allow the stream to bypass the open cut area.
Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the approved plans
and backfill in accordance with Town of Fuquay Varina specifications.
Contractor shall restore channel and stabilize any disturbance within 24-hours of start of work.
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
®Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
428 linear feet
4c. If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.70 acres
4f. Non-riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: See attached letter from NCDMS
5. Complete if Using a Permittee Responsible Mitigation Plan
using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
:If
Page 9 of 13

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
Zone 2
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 10 of 13

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
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
50
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 Stormwater Impact Analysis: Six wet detention basins have been proposed and designed to treat the
requirements of 85% TSS removal, drawdown of the first inch of rainfall between 2-5
days and reduction of peak flow for
the 1=24 hour storm event. In addition, the 100 -year event has been routed to ensure safe passage through the site. As
the site drains to two common points, treatment is being accomplished at both these
points. The applicant requests that
a conditional 401 Approval be considered allowing the SMP and its Approval by the Town be submitted to the Division
once received from the Town of Fuquay-Varina.
® 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 Fuquay-Varina
® Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
El 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
El Yes El No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
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 silvicu/tural operations. The
Hidden Valley project is a residential development. Additionally, the project is located within Fuquay-Varina
jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations
to protect downstream waters: 1) the Phase 11 NPDES Stormwater Permit Program, this program includes
permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post-construction
stormwater management requirements. We anticipate that the DWR will advise us if any additional information is
needed.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
There is a proposed on-site pump station that will convey wastewater off-site via a force main to an existing Town of
Fuquay-Varina gravity sewer system.
Page 12 of 13
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 final 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within Wake
County.
References: North Carolina Natural Heritage Program Data Explorer Search [May 12, 20171. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. http://Aww.ncnho.orp/
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAH Habitat Conservation/Habitat Protection. National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 12, 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: A FEMA 100 -year floodplain bisects the site. There is a proposed
road crossing and a utility within the FEMA floodplain. The project engineers have submitted a flood study to the local
municipality for their review.
8c.
What source(s) did you use to make the floodplain determination? Per project engineer & NC Floodplain Mapping
Program
Deborah E. Shirley
June 5 2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from t e applicant
Date
is provided.)
Page 13 of 13

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Sui(c 104, Raleigh, NC 27615 - Plume: (9l')) 846-5900 - Fox: ()l 9) 846-9467
sandeceom
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Hidden Valley S&EC Project # 12754
Date: - 7_0 I P7
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Regulatory Office
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site Investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0665-74-6312,0665-84-9465&0675-14-1029
Site Address: 0 Purfoy Road & 7824 S NC 55 Hwy
City, County, State: Fuguay-Varina, Wake County, NC
PROPERTY OWNER INFORMATION:
Name:
Mailing Address: _
Telephone Number:
J
Property Owner (please print) Date
Property
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

RESIGNATION OF ADMINISTRATIVE MANAGER
WHEREAS, the undersigned have entered into a Master Settlement and Release Agreement (the
"Settlement Agreement") with SSP Southeast Land Management, LLC, a Delaware limited liability
company (" SSPM") and certain ort -her parties, relating to disputes invo v ng, among other things, the
management of the limited liability companies and joint ventures set forth on Exhibit A to the
Settlement Agreement (collectively, the "Companies"};
and
WHEREAS, the members of the Companies by vote have approved the transactions described in
the Settlement Agreement, including the resignation of the undersigned as Administrative Manager of
each of the Companies and the appointment of SSPM as the substitute Administrative Manager of each
of the Companies;
THEREFORE, effective upon the closing of the transactions described in the Settlement
Agreement (the "Closing"), the undersigned hereby resign as Administrative Manager of each of the
Companies, and resign any and all other management positions they may hold as Manager, Managing
Partner or otherwise, and agree that from and after the Closing they shall have no further rights, power,
duties or obligations relating to management of the Companies, except as specifically provided in the
Settlement Agreement.
PITTENGER LAND INVESTMENTS, INC.
By:
Suzanne B. Pittenger, President
RPC, LLC
By:
Suzanne B. Pittenger, Manager

EXHIBIT A
Albemarle Rd - HoweIl Road LLC
Albemarle Road LLC
Austin - Ronald Reagan Boulevard, LLC
Belmont 41 -U.S. 321/74 Bypass LLC
BeLnont #l2 - U.S. 321/74 Bypass LLC
Belmont 43 - U.S. 321/74 Bypass LLC
Beth Haven Ch Rd - Ne 16 Bypass LLC
Bethel Church Road LLC
Charleston - Berkeley County LLC
Charleston - Jedburg Road LLC
Charlotte Allison Creek, LLC
High Shoals - Highway 321 LLC
Highway 218 - Mill Grove Road LLC
Highway 24/27 LLC
Hidiway 321 -Forbes Road LLC
Highway 321 - Stagecoach Road LLC
Highway 49 - St. Stephens Church Road LLC
Highway 75 LLC
I-85 - Highway 24/74 LLC
Kidville Road - N.C. Bypass LLC
Lincoln County - Orchard Rd LLC
Little River - Highway 50 LLC
Little River - Highway 57 and Highway 11 I LLC
Locust - Highway 200 LLC

D►� 1
Lower Rocky River - Morrison Road LLC
Lower Rocky River Road LLC
Monroe - Independence LLC
Monroe Bypass - Highway 601 LLC
Mout Pleasant - Highway 200 LLC
Motet Pleasant - Highway 73 LLC
Mout Pleasant - Long Run Fane Road LLC
Mt. Pleasant - Monroe LLC
Nashville - Highway 96 LLC
Nashville - Williamson County LLC
Nashville Franklin LLC
Nashville I-40 Fast LLC
Nashville I-65 LLC
Nashville McFarlin Road LLC
Nashville Old Hwy 96 LLC
Old Waxhaw - Monroe Road JV
Parks At Meadowview Land, LLC
Parks At Meadowview Lot, LLC
Pioneer Mill Road LLC
Raleigh - River Town - Fuquay, LLC
Raleigh Durham RTP
l Raleigh Highway 55 LLC
San Antonio Culebra Rd LLC
Speedway - Hudspeth LLC
St James Church Road - NC 16 Bypass LLC

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Project Number• Map Title: N
12754.W1 0 1,000 2,000
Project Manager: Figure 1 - USGS Map II I I I I II
SB Pettinger Properties Feet
Scale: Wake County, NC
1" = 1000'
Soil & Environmental Consultants, PA
Date: Source: Wake County GIS
UI. Pili of \.w Ravi Suib 10.1. Rvld�t \C.:41 � • fl.auc x119) W.!WR • Fa�,919) W.9.14.
1/18/16 USGS Fuquay-Varina Quad

Mitigation Services
ENVIRONMENTAL QUALITY
June 2, 2017
Chris Raughley
Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Cary, NC 27518
Project: Hidden Valley
ROY COOPER
MICHAEL S. REGAN
Expiration of Acceptance: December 2, 2017
County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will 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 payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the Issued 404 Permit/401 CertificationlCAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact
amounts shown below.
Impact
River
Basin
CLI Location
(8 -digit HLIC)
Stream (feet)
Wetlands (acres)Buffer I Buffer II
(Sq. Ft.) (Sq. Ft.)
Cold
Cool WarmfER4�1�0
ian Coastal Marsh
Cape Fear
03030004
0
0 214
0 0 0
Upon receiptof payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any
questions or need additional information, please contact Kelly Williams at [phone].
cc: Deborah Shirley, agent
Sincerely,
Jam s. Stanfill
Asset Stanfill
Supervisor
State of North Carolina 1 Environmental Quality I Mitigation Services
1652 Mai! Service Center I Raleigh, NC 27699-1652 ' 217 W. Jones Street, Suite 3000
919 707 8976 T

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TIMMONS GROUP
NORTH CAROLINA LICENSE NO. C-1652
_ o HIDDEN VALLEY
b $ FUQUAY VARINA - WAKE COUNTY - NORTH CAROLINA
a `' EXISTING CONDITIONS AND DEMOLITION PLAN
,hese plane ,,.�.-- o oci°ted dxumenle ... the exclusive properly of TIMMONS GROUP and may not be reproduced in whole o n port Ill shall not be used /1
—,.,•.nn.. In.l,,.l- h„t not hmi... to -'.01 1i.. bidd .. end/or cm etr°°tion .t°kin° without the ..ores. mitten o°neenl of TIMMONS GROUP
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• • YOUR VISION ACHIEVED THROUGH OURS.
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THIS DRAWING PREPARED AT THE
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5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
DESCRIPTION
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THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
DESCRIPTION

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54 10 Trinity Road, Suite 02 1 Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.com•
�..REVISION DESCRIPTION
OVERALL
These plana and asaocialed docurnanla arethe e.clualw property of TIMMONS GROUP and may not be reproduced In whole or In part and shall not be used for
nnv nurnnee _nnlsoerer. ind—i— but not Ilmited to conetrucllon, bidding. and/or construction staking without the eapress written consent of TIMMONS GROUP.

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THIS DRAWING PREPARED AT THE
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TEL [phone] FAX [phone] ... • • • •
,

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\ D
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SCALE I"=50'
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om 8'21
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MH 107
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DR35 \
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\ \
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3 �23 ASSEMBLY \
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221,-
'� f LEGEND
HIGH PT STA= 22+00.00
PROPER -LINE
C8 220
_ _ -
-----
EXISTING RIGHT-OF-WAY
EXISTING ROAD CENTER f
219 `
9 -DO 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
FAIRWAY GREEN DRIVE PROFILE
_ HORIZ SCALE. 1"=50'
VERT SCALE: 1"=5'
L
w�
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DATE
04/12/2017
'o
DRAWN BY
B77
• DESIGNED BY
• SPH
• CHECKED EY
JFC
• • SCALE
•
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N < Q a•
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37913
SHEET NO.
C5.0
W
HIGH POINT ELEV = 322.11
li
HIGH PT STA= 22+00.00
F
N
w F
w
w
PVI STA - 11+50
LOW POINT
A = 16+17.91
HIGH POINT LEV=321.16
>
as
vi
-
as
>
PVI ELEV = 319.61
A.D. _. 1.58%
LOW POINT ELEV
PVI ST
= 297.64
=16+00
PV I ST = 21+00
Ili
K = 63.30
PVI EL
= 290.00
PVI ELE =318.50
I
1 DO
VC
A.D_
12.28% '..
K =
0.72
K = 65.86
j
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0.47_%.200'
m
m
500'VC
bm
VC
TOP 324.17
voiS
\
\
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n
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OP 317 45
m �O>
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INV IN 314.60
OUT
313.20
mm
jw
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IV
IN 307.707U
U> U
>
vi>
OUT 3. 5
>
>mHYDRANT
PROPOSED 6"DIP>
EYTENSION>
n
w
-
INTERSECTION:
ELEV =
18.03
!
/
m
! INTER
ECTION:
/
W
O
STA
2+51.64
S8pV D�t
900
248
pVC @
\
ELEV ='.
314.05
/
8 SDIi3
14 -LF
�
!
EXISTING
GRADE2B4
/100
PROP
DSED GRADE
SSe
LF
/
24" RC00P
!
@ 4.32%
01
F
2�1 `F 8• SQR
24" RyCP
j
@0.60%
5p3
Contin for willfollow the following mashuction sequence:
I�
Controctorshall notify the Town of Fuquay Varina Public Works 48-hoursin
advance ofstarto work during ring a Period of time with no rom in the forccost.
\
HYD
TEXTENSIOM
LF
Prior to start of work, contractor shall have all materials and equipment
\
/
75' RCP
on-site. For utility crossings with casings , the carrierplpe shall be installed
j
\
\
0.54%
casing pipe prior to any open cut activities.
within ro
Contractor shall install a to mporarywfferdam on the upstream side fthe
Proposed—frig and pump wateraround the open cut area to the
downstream side.
j
CONCRETE E
OX CULVERT
\
CONCRETE BOX
CULVERT
/
1
4" x 120" RCP
\
96"x77 RCP;
/
• Contractor shall ty, casing with corner pipe at
place the culvert or utd�
/
elevations shown on the approved plans and backftl in accordance with
Town of Fuquay Vadna specifications.
• Contmctar shall restore channel and stabilize any disturbance within
2G -hours ofstprt of work.
CONCRETE
OXCULVERT
1
"x 120" RCP
SS 5-4
17'DIP
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FAIRWAY GREEN DRIVE PROFILE
_ HORIZ SCALE. 1"=50'
VERT SCALE: 1"=5'
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DATE
04/12/2017
'o
DRAWN BY
B77
• DESIGNED BY
• SPH
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JFC
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SHEET NO.
C5.0

' N,
LEGEND
69
/ 8" C900 If
V _ _
SDR35 / If
_ -
PVC t ! 8"XB" TEE
AIt !
WATERMN 8" GV (3) ! �✓ r )
CS 323 / i w /
�✓ \ ' � � FIRE HVDRANTI
15'RCP FIREHVDRANT `1i , 6 66 ASSEMBLY+` !_ 15• _ _
MH ASSEMBLY V' V� DI 317 'SCP _
25x0= _ ( 72' RC� 11 `J
/-CB 3�O t t t8"X8" - A3 DI 318 { --
TEE (Ij
8., GV (3)
-8' CB 321
PROPERTY LINE
EXISTING RIGHT-OF-WAY
----- EXISTING ROAD CENTER
ADJACENT PROPERTY LINE
. 0 0 0 0 0 100 -YR FLOODPLAIN
- PROPOSED PERIMETER BUFFER
PROPOSED DRAIN EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT UNE
BUILDING SETBACK
----- PROPOSED ROAD CENTER
PROPOSED EDP
EXISTING WETLANDS
U ' 'i '� I
�iSCALE 1"=50'
1; 0 50' 100'
1 1\
DI 405 '
CV06 `� CB 407
C 8"X8" TEE
-HYDRANT \ g
8"
ASSEMBLY \ \ GV (3)
'RCP/
452 36'RCP 85(5) C8316 !
) `\
! I `\ /'�! -�1
I / CP I �• N`JW8'C,_3pypp_-....._.. _ �t� t 8"C9001 ( ( \ FIRE HYDRANTC8408
/ �Y",/ /� P,( / •\
8' S065 PVC 42. R(fP B 31 31r � �.` _ C /.,,oEK HgZq <1D SDR35 ) ,, ASSEMBLY
00
W
E Q3a�cP
9 45 $ 30'RCP
15' RCP
_ CB 344 \V/ t i I 15
/ 15' RCP
450 CB 348 i V' W \ EI PVC `
24' RCP
48" RCP � 84 (5)
4
' j CB 345_.' ._�._�_,-1.y� V'
a N
L
wAY WATERMAIW
I
i
111
MH 102
' � •\\
LOW POINT
TA=28«3849:
J�
i '
15" RCPBIN
o
_
35+00 _
„.// CB 409
v
LOW POINT STA =39+28.38
8 SDR35 PV
l \
ELEV = 317.68
H 101 (5')
i!\
8' SDR35 PVC
/
i 0 �, �
/'I
\
DI 402 !
N,
1 !
! )
53
333.27
© ®
, 55 '
S4
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CREEK HAZARD WAYPROFILE (2)
HORIZ DAD
VERT SCALE: 1"=5
O¢ 0
u E
F t 3
mw nPn
m
woo,.^, i
six^
zW �P z
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DATE
5 0411212017
0
DRAWN BY
B71
4 • DESIGNED BY
. SPH
• CHECKED BY
7FC
4 •suuE
1"= 50'
3
3 arc
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F
N ¢ � v•
12
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w F Q `
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z a�wa�
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JOB NO. -
i0 37913
SXEET
NO.
C5.19 o
LOW POINT
TA=28«3849:
HIGH PT STA =3438.68
LOW POINT STA =39+28.38
LOW POINT
ELEV = 317.68
HIGH POINT ELEV a
333.27
LOW POINT ELEV =312.27
PVI STA
= 28«03.38
j
PVI STA =34+7
38
PVI STA =38+5338
PVI ELE
=313.50
PVI ELEV =33650
PVI ELEV =314.52
AD.
AD. =-9.27°
AD `2.86%
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420'
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K=',5244
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150' VC
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23
ELEV 321.67
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Contractor will follow the following construction sequence
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211 LP 8" SDR35 PVC@052%
\
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SDR35 PVC@0.50%
Contractor shall notify the Town oJFuquoy Vanno Public Works 48 -M -in
\ _
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advance of start of work during a period of time with an rain in the forecast
• Prior to start of work, controctorshall have all materials and equipment
\
TWO
6'x 6 RCP
XCULVERTS
onsite. For utility crossings with casings, the carderpipe shall be installed
within the casing pipe prior to any open cut activities.
\
---
•
Contractor shall install a temporary coffer dam on the upstream side of the
-
proposed crossing and pump water around the open cut area to the
(
downstream side.
• Contractor shall place the culvert or utility casing with carderpipe at
elevations shown on the approved plans and backfill in accordance with
Town fFuquoy Varina specifications.
Contractor shall restare channel and stabilize any disturbance within
14-hoursoJstartof work.
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TEMPORARY
PERMANENT PERMANENT
0 500 1000
E.
MAP
IMPACT
IMPACT
NO PERMANENT
LOSS
Feet
SHEET
NUMBER
SPECIFICATION
STREAM
WETLANDS STREAM WETLANDS STREAM
WETLANDS
w Z E
(LF)
(SF)
I (AC)
(SF)
I (AC) (LF) (SF) (AC) (SF) (AC) (LF) (SF)
(SF) (AC)
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-`
CWI-1.1
1
ROAD FILL
75 623 0.014 3521 0.0808
WETLAND & STREAM IMPACT LEGEND:
W
CWI-1.1
1
CONSTRUCTION AREA 23
397
0.0091
1787
0.0410
PERMANENT WETLANDS - GREENLo
CWI-1.2
2
ROAD FILL
299
0.0069 1188 0.0273
CWI-1.3
3
ROAD FILL
139 860 0.02 8388 0.1926
°°°°°° PERMANENT WETLANDS (NO LOSS) - ORANGEo
CWI-1.3
3
CONSTRUCTION AREA 140
911
0.0209
6848
0.1572
CWI-1.3
4
UTILITYCROSSING 24
104
0.0024
495 0.0114
® TEMPORARY WETLANDS - PURPLE
N a,,o
CWI-1.4
5
UTILITYCROSSING 21
106
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2122 0.0487
w
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UTILITYCROSSING 24
169
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PERMANENT STREAM - RED
CWI-1.4
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UTILITYCROSSING 21
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In
o1
CWI-1.4
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62
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TEMPORARY STREAM - BLUE
0
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202
0.0046
1351 0.0310
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CWI-1.6
10
UTI LITYCROSS ING65
532 0.012
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W
CWI-1.7
11
OPEN WATER
4381 0.1006
0
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12
UTILITY CROSSING
534 0.0123
DATE
TOTAL 311
2112
0.05
8934
0.21 279 2015 0.05 17478 0.40
4502 0.10
03/28/17
oaawN BY
S. REIN
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SITE DATA:
TOTAL AREA: 213
ACRES
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5. HI
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TOTAL WETLANDS: 14.86 ACRES (647,361 SF)
•
TOTAL OPEN WATER (PONDS): 9.31 ACRES 405,506
SF
•
1 -500
TOTAL STREAMS: 1,875 LF
o
TOTAL PROPOSED IMPERVIOUS: 65.76 AC +/- (30.87 /°)
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R:\102\37913-Pittenqer Propertv\DWG\37913C-SPWTIM.dwa I Plotted on 5/31/2017 5:02 PM I by Sean Hein
Tiw.eP�.^sOM...od.te.mam.nis.te Pie.xciu.rve Pt.m. iimmvna urtwren. �mYno,mnyro.um.in vm.ieu,inP.nan.... ne,w.m.�., .�„v�v�,��ii.�n^• .,... ��.,.
NmdM to mmt,mb-, NMg, .n&,,w—ion.t.k'ny Mb.t the e,pn wt,n mnwnt of TIMMONS GROUP.
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OUR VISION ACHIEVED THROUGH OURS.
THIS DRAWINGAT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC
27607TIMMONS
TEL [phone] FAX
919.833.8124 www.timmons.com
NORTH CAROLINA LICENSE NO. C-1652
HIDDEN VALLEY
_
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REVISION DESCRIPTION
FUQUAY VARINA - WAKE COUNTY - NORTH CAROLINA
°
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WETLAND AND STREAM IMPACTS
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TIMMONS GROUP • • • %0 THIS DRAWING PREPARED AT THE
• YOUR VISION ACHIEVED THROUGH OURS. RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
NORTH CAROLINA LICENSE NO. C-1652
i V m0 HIDDEN VALLEY to
w \ v DATE REVISION DESCRIPTION
14 z to $n w
~ FU UAY VARINA - WAKE COUNTY - NORTH CAROLINA '_^ m .��, m
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TM1eae.1anaend esao ddoamen6 are Me ewaluaNe propeMd TIMMONS GROUPend may not be W duwd.,-1 or In pedand,h,lnot b usedforany purpose vTetaoe IndmW.ON-
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GROUP •• THIS DRAWING AT THE
YOUR VISION ACHIEVED THROUGH OURS. EIGH OFFICE
5410 Trinity Road, Suite Raleigh, INC
27607TIMMONS •• TEL [phone]
FAX [phone] www.timmons.com
NORTH CAROLINA LICENSE NO. C-1652
m v m HIDDEN VALLEY i N g N o DATE REVISION DESCRIPTION
w
i $ FU UAY VARINA -WAKE COUNTY -NORTH CAROLINA c 2 m
WFTI ANIS ANIS STREAM IMPACTS
These plans end.,.—.E --nb ora the.... Ne properly d TIMMONS GROUP entl may nol b rep -1,—d in whole or in ped ar sh.H not Wused for any purpose whatsoever, Inclusive, Wtnot
linked to comiruc—add: endear wnshu w staking Mhwt the exwesa wiltencronsent of TIMMONS GROUP.

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• 1 THIS DRAWING
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AT THE
RALEIGH OFFICE VISION ACHIEVED THROUGH OURS. 5410 Trinity Road, Suite 102 1 Raleigh, NC
27607TIMMONS GROUP 0••• TEL [phone] FAX [phone]
www.timmons.com
NORTH CAROLINA LICENSE NO. C-1652
In
w HIDDEN VALLEY w DATE REVISION DESCRIPTION
�_ �N
o FLIUAY VARINA - WAKE COUNTY - NORTH CAROLINA
cG° w WFTI AND AND STRFAM IMPACTS
These plain dna assn — Eoamenb era iM1a axcluaNa property of TIMMONS GROUP—may not b reproaewa In W o, in I>aR and —I not be peed for any purpose whataoe
Ilmeentomnatn<hon.Tainan.anNermnshuciionatak'mavMh-the expressy ft -consent of TIMMONS GROUP.

Contractor will follow the following construction sequence:
• Contractor shall notify the Town of Fuquay Varina Public
Works 48 -hours in advance of start of work during a period of
time with no rain in the forecast.
• Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
• Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
• Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
• Contractor shall restore channel and stabilize any disturbance
within 24 -hours of start of work.
BACK-TO-BACK
SEGMENTED
RETAINING WALL (TO PROPOSED GRADE
BE DESIGNED BY
OTHERS)
310 310
OAF299.7 i
305
275
275
----
305
MENTED
07
300
ETAINING
-
—
300
295
DESIGNED
BY
EXISTIG
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295
290
-
—
290
285
I
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1
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GRADE
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GRADE
280
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275
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FAIRWAY GREEN DRIVE (SOUTH WALL) PROFILE VIEW
/ 0 50 100
/ Feet
F
1<
Z) � ko �Vr 4c �
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FAIRWAY GREEN DRIVE PLAN VIEW
PROPOSED GRADE
310
305
300
295
290
285
280
275
310
310
305
305
300
300
OAF299.7 i
I
275
275
ME
SE
MENTED
07
ETAINING
ml&,r
0,rJrjM1
DESIGNED
BY
EXISTIG
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OTHERS
Ell
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1
310
310
305
305
300
300
295
295
290
290
285
285
280
280
275
275
-0+50 0+00 1+00 2+00 2+50
FAIRWAY GREEN DRIVE (PIPE CROSSING) PROFILE VIEW
5-
0
100
PROFILE SCALE
310
305
300
295
290
285
280
275
-0+26+00 1+00 2+00 3+00
FAIRWAY GREEN DRIVE (NORTH WALL) PROFILE VIEW
E
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0 03128/77
DRAWN BY
S. HEIN
• DESIGNED BY
.S. HEIN
• CHECKED BY
S. HEIN
• • SCALE
1" = 50'
•
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PROF OSED GRADE
AC
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DESIGNED
BY
OTHERS
Ell
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GRADE
C
k
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310
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FAIRWAY GREEN DRIVE (NORTH WALL) PROFILE VIEW
E
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0 0
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w
K DATE
0 03128/77
DRAWN BY
S. HEIN
• DESIGNED BY
.S. HEIN
• CHECKED BY
S. HEIN
• • SCALE
1" = 50'
•
•
•
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ET NOI 1.9

Contractor will follow the following construction sequence:
• Contractor shall notify the Town of Fuquay Varina Public
Works 48 -hours in advance of start of work during a period of
time with no rain in the forecast.
• Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
• Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
around the open cut area to the downstream side.
• Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
• Contractor shall restore channel and stabilize any disturbance
within 24 -hours of start of work.
BACK-TO-BACK
SEGMENTED
RETAINING WALL (TO
BE DESIGNED BY
OTHERS)
335
330
325
320
315
310
PROPOSED
GRADE
335
VARDON GRIP COVE PLAN VIEW
PROPOSED GRADE
3
335
330 330
325 325
320 320
315 315
310 310
-0+50 0+00 1+00
VARDON GRIP COVE (WEST WALL) PROFILE VIEW
TW:
i
TW:
326.7
EXISTING
324.1
GRADE
i
K
V
N
M
C) J LO
co 0,)
`6 N
M M
PROPOSED
GRADE
335
VARDON GRIP COVE PLAN VIEW
PROPOSED GRADE
3
335
330 330
325 325
320 320
315 315
310 310
-0+50 0+00 1+00
VARDON GRIP COVE (WEST WALL) PROFILE VIEW
TW:
i
TW:
326.7
324.1
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EXIST
GRAD
1
NG
CO
MM
EXISTI
JG
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335
330
325
320
315
310
-0+50 0+00 1+00 1+50
VARDON GROP COVE (PIPE CROSSING) PROFILE VIEW
0 50 100
Feet
BACK-TO-BACK SEGMENTED
RETAINING WALL (TO BE
DESIGNED BY OTHERS)
335
330
325
320
315
310
5
0 100
PROFILE SCALE
PROPOSED
GRADE
335
330
325
320
315
310
-0+50 0+00 1+00 1+50
VARDON GRIP COVE (EAST WALL) PROFILE VIEW
0
0
0
o
C DATE
03/78117
DRAWN BY
S. HEIN
• DESIGNED BY
• S. HEIN
• CHECKED BY
S. HEIN
• • SCALE
•1" = 50'
•
0
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330
325
320
315
310
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VARDON GRIP COVE (EAST WALL) PROFILE VIEW
0
0
0
o
C DATE
03/78117
DRAWN BY
S. HEIN
• DESIGNED BY
• S. HEIN
• CHECKED BY
S. HEIN
• • SCALE
•1" = 50'
•
0
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Contractor will follow the following construction sequence:
E
• Contractor shall notify the Town of Fuquay Varina Public
_
0
50
100Feet
"E
O
O
Works 48 -hours in advance of start of work during a period of
� O
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—
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time with no rain in the forecast.
a
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• Prior to start of work, contractor shall have all materials and
equipment on-site. For utility crossings with casings, the
,�
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•
carrier pipe shall be installed within the casing pipe prior to
\�
IJ
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o
any open cut activities.
_
m
• Contractor shall install a temporary coffer dam on the
upstream side of the proposed crossing and pump water
a
around the open cut area to the downstream side.
_
• Contractor shall place the culvert or utility casing with carrier
pipe at elevations shown on the approved plans and backfill in
accordance with Town of Fuquay Varina specifications.
• Contractor shall restore channel and stabilize any disturbance
—
`1+ r'
5
o
within 24 -hours of start of work.
_ _
66.0-'
o
BACK-TO-BACK
_
a
- — _
_
BACK-TO-BACK SEGMENTED
SEGMENTED
—
—
- —
Z_.
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RETAINING WALL (TO BE
5
03118117
RETAINING WALL (TO
��—
— _
_ _ _
_ — �` _
DESIGNED BY OTHERS)
DRAWN BY
BE DESIGNED BYHEIN
S.
CREEK HAZARD
WAY
PLAN VIEW
DESIGGNED11D By
OTHERS p
p 1pp
S. HEIN
PROPOSED
PROFILE SCALE
••
•
[NECKED BY
FGRADES.
HEIN
325 325
325
325
325
325
•
•
r�50'
PROPOSED
•
320 320
320
GRADE
320
•
320
320
TW:
314.99
315 315
315
315
315
315
m
TW:
s
Al
315.01
------------
310 310
310
310
310
310-------------
0
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305 305
305
305
305
305
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0 300 300
300
300
300
300
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EXIST NG
EXISTING—J
z
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GRADE
0
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295 295
295
295
295
295
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2 290 290
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m
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CREEK HAZARD WAY (SOUTH WALL) PROFILE VIEW
m
N
CREEK
HAZARD WAY (PIPE CROSSING)
PROFILE VIEW
CREEK HAZARD WAY (NORTH WALL) PROFILE
VIEW
37913
SHEET NO.
CWI-1.11
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GROUP
THIS DRAWING
AT THE
RALEIGH OFFICE
YOUVISION ACHIEVED THROUGH OURS. 5410 Trinity Road, Suite 102 1 Raleigh, NC
27607TIMMONS TEL [phone]FAX [phone]
www.[immons.com
NORTH CAROLINA LICENSE NO. C-1652
w HIDDEN VALLEY DALE REVISION DESCRIPTION
1., a FUQUAY VARINA - WAKE COUNTY - NORTH CAROLINA m m m m m
N ° w DRAINAGE AREAS o
2 i ° 2 0
TMae plena eM ess.d-d dopa,-.. ere Iba ..chis property of TIMMONS GROUP end my n0 be reMd—d In x/lob or in pad and —1 mt ba used for my purpose --—, indusi
Iniad le mnalmc4on. bMdiw. andor consbudbn sMM'np vdlbaul Iti acoreas veitten co...nt of TIMMONS GROUP.