20190648 Ver 1_PCN Form Submission_20190514

DR -
M*lgn pf Water R-eFDur "
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190648
1
Is a payment required for this project?*
O No payment required
What amout is owed?*
O Fee received
r $240.00
* Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Fayetteville Regional Office - [phone] Chad Turlington:eads\ccturlington
Information for Initial Review
1a. Name of project:
Quail Glen Subdivision
1a. Who is the Primary Contact?*
Alex Adams
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/14/2019
Nearest Body of Water
Will's Creek
Basin
Cape Fear
Water Classification
WS -Iv
Site Coordinates
Latitude:
35.460894
Longitude:
-78.802822
1c. Primary Contact Phone:*
[phone]
A. Processing Information U
County (or Counties) where the project is located:
Harnett
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
P Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
[7 401 Water Quality Certification - Regular
❑ Non -404 Jurisdictional General Permit
❑ Individual Permit
29 - Residential Developments
F 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Penny Road Developers
2b. Deed book and page no.:
Book 4602, Page 809
2c. Responsible party:
Harvey L. Montague
2d. Address
Street Address
10305 Penny Rd
Address line 2
CKY
State / Rovince / Fagion
Raleigh
NC
Pbstal / Zip Cade
Country
27606
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
......... ......... ......
C. Project Information and Prior Project History
1. Project Information
O Yes r No
O Yes r No

1b. Subdivision name:
(if appropriate)
Quail Glen Subdivision
1c. Nearest municipality/town:
Black River Township
2. Project Identification
2a. Property Identification Number:
0652-93-2092.000
2c. Project Address
Street Address
Harnett Central Road
Address Line 2
t7ty
Fuquay-Varina
Postal / Zip Code
27526
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Will's Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300040501
4. Project Description and History
2b. Property size:
111.3
State / Province / Rion
NC
OA ntry
USA
4a. Describe the existing conditions on the site and the general land use 1n the vicinity of the project at the time of this application:*
Project site consists of successional and mature forest, and an area that has been recently timbered with the current vegetation in that area consisting of early successional woody and
herbaceous species. Small isolated riparian wetlands e>asts along intermittent and perennial tributaries to Neill's Creek. A large floodplain wetland associated with Neill's Creek. The
surrounding land use consists of agriculture, silviculture, low density residential, and wooded riparian corridors.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
C', Yes IF No r Unknown
4d. Attach an 81/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
QG-USGS_map.pdf 207.68KB
QG-USGS_map_supplemental_overview.pdf 13.58MB
4e. Attach an 81/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
QG-SoilSurvey_map.pdf 213.09KB
QG-SoilSurvey_map_supplemental_overview.pdf 468.69KB
4f. List the total estimated acreage of all existing wetlands on the property:
13.629
4g. List the total estimated linear feet of all existing streams on the property:
12212
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential development (Zoned: RA -30) consisting of 157 lots.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project is scheduled to occur in four phases (the phase sequence is 4A, 413, 5, and 6) with each phase to be completed before initiating construction into the next phase. For each
phase of the residential development a construction sequence schedule is in place to protect jurisdictional features. A portion of the project area is already cleared from silviculture
practices, and sediment and erosion control measures will be implemented in these areas prior to the clearing of the remainder of the project. After clearing is complete all stormwater
control measures will be installed and the sediment and erosion control plan will be strictly adhered to. After which roadway, permanent stormwater infrastructure, and utility installation
will take place. This will include impacts to jurisdictional wetlands and streams. After the permitted impacts are in place all surrounding jurisdictional areas will be protected. The next
phase of the project will involve the development of the lots, remove and stabilize temporary stormwater control measures, and complete permanent storrrmeter infrastructure. The work
will be completed with track hoes, front-end loaders, back hoes, and off road haul trucks.
4j. Please upload project drawings for the proposed project.
Quail-Glen_Full_Planset.pdf 73.79MB
QUAL GLEN Phasing 5-6-19.pdf 2.3MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*

r Yes r No f Unknown
Comments:
A PJD for the project is being submitted with this PCN.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Alex Adams, LSS
Agency/Consultant Company: Adams Soil Consulting
Other:
5d1. Jurisdictional determination upload
PJD_Submittal_QG.pdf
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
7.57MB
7b. If yes, explain.
The project consist of four phases.
Phase 4A will be constructed first along the northern area of the project. This phase is 24.3 -ac and will develop 38 lots by constructing three roads, one of which is the entrance to the
residential development. This phase will include a wetland impact to tie the residential development's sewer line into an existing sewer main within the floodplain of Neill's Creek.
Phase 4B will be constructed second and will develop the central area of the property. This phase is 12.3 -ac and will develop 19 lots by constructing two roads. This phase will include
two separate stream impacts over two different streams for road crossings to access the eastern and southern extents of the project. Both of these stream impacts will be piped
crossings.
Phase 5 will be constructed third and will develop the eastern extent of the project. This phase is 25.2 -ac and will develop 41 lots by constructing five roads, two of which tie in to the
adjacent residential development. This phase will not include any impacts to jurisdictional waters.
Phase 6 will be constructed last. This phase is 31.4 -ac and will develop 61 lots by constructing five roads. This phase will include impacts to one wetland and one stream to tie the
residential development's sewer line into an existing sewer main within the floodplain of Neill's Creek.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No. The sewer main and associated easement has already been permitted and constructed within the floodplain of Neill's Creek.
D. Proposed Impacts Inventory U
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands R Streams -tributaries ❑ Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
29. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.212
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.212
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. naate *
2e. Forested *
2f. Type of
2g. Impact
Jurisdicition * M
area*
W1
Sewer connection
P
Bottomland Hardwood Forest
WA
Yes
Corps
0.025
W2
Sewer connection
P
ffrnland Hardwood Forest
WA
Yes
Corps
(saes)
0.117
W3
Sewer connection
P
ffrnland Hardworest ]ff�
fs]rorpsoodF
0.070
()
29. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.212
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.212

31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
268
3i. Total stream and ditch impacts:
289
3j. Comments:
31. Total temporary stream impacts:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed project has been designed to avoid impacts to eight wetlands and minimize impacts to one wetland. This design avoids impacts to
13.417 acres of the 13.629 acres of wetlands for the project.
The proposed project has been designed to avoid impacts to to five streams and minimize impacts to three streams. This design avoids impacts to
11,944 feet of the 12,212 feet of streams for the project.
Several design configurations were considered when determining the sewer line and roadway locations in order to avoid and minimize impacts to
streams and wetlands. Complete avoidance was not viable as a floodplain wetland parallels the main sewer line, two streams make up the western and
southern property lines, and two streams cross the entire length of the property from east to west.
Potential designs included two options for utilizing a single road crossing to access the central and southern extents of the project. However, for one
option the adjacent neighborhood could not be used for primary access so access needed to be provided from Harnett Central Rd. The second optior
was to cross the stream (SB) downstream below the confluence of streams SB and SC (the proposed crossing impact) however steep topography and
proximity to the floodplain of Neill's Creek ruled this option out. The proposed crossings include crossing Streams B and C one location each as this
configuration minimizes total net impacts to streams. A sewer line in Phase 5 avoided impacts to Stream D by routing the sewer line between Lots 112
and 113 to avoid stream impacts. While this design impacts two locations, these two locations are some of the narrowest widths of both streams and
do not include any adjacent wetland impacts.
One road crossing results in 131 feet of stream impact, and the second crossing results in 137 feet of stream impacts.
The wetland to be impacted (Wetland A) is a riparian floodplain wetland associated with Will's Creek. Will's Creek is the property line and Wetland A
extends along a majority of Neill's Creek. The main sewer line which the residential development needs to tie in to parallels Neill's Creek, and Wetland
A's boundary overlaps a majority of the main sewer easement. Another factor in consideration were the appropriate junctions in the main sewer line
that are available to tie in to. After assessing these variables three locations were identified to impact Wetland A in order to connect the residential
development's sewer line to the main sewer line and meet Harnett Regional Water's requirements. The first location (impact W-1) is on the
northwestern side of the property, the second location (impact W-2) is on the southwestern side of the property, and the third location (impact W-3) is
on the central western side of the property. The southwestern impact (W-2) location also includes a temporary stream impact, again this is an isolated
area of the property with limited access to the main sewer line and avoidance was not feasible. The central western location impact (W-3) is positioned
to take advantage of an upland area that juts into wetland WA in order to minimize wetland impacts. Three sewer connections are necessary for the
size and configuration of this development.
The first sewer crossing (impact W-1) results in 0.025 acres of vetland impacts, the second sewer crossing (impact W-2) results in 0.117 acres of
wetland impacts and 21 feet of stream impacts, and the third sewer crossing (impact W-3) results in 0.070 acres of wetland impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Typical sediment and erosion control measures will be taken on site. Tree protection fencing will be used to protect jurisdictional wetlands that will not
be impacted. Appropriately sized equipment will be utilized to prevent excessive compacting and minimize clearing. Construction scheduling and
staging will be timed to minimize the amount of time spent working in the stream channel. In stream work will attempted to be constructed during the dry
season Men water might not be flowing. If water is flowing at the time of construction a temporary dam will be installed and the water will be pumped
around discharged as diffuse flow. 9 in stream work takes more than a day the temporary measures will be removed at the end of the day if site
conditions allow so the stream may flowfreely while not being actively constructed. Al equipment will be within permitted areas and temporary impact
areas will be restored to preexisting contours. An Erosion and Sediment Control Plan has been approved by the NC Department of Energy, Mineral,
and Land Resources.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
F Yes f No
2c. If yes, mitigation is required by (check all that apply):
F- DWR V Corps
2d. If yes, which mitigation option(s) will be used for this project?
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
Type of
3g. S. width*
3h. Impact
❑
(?)
13f.
Jurisdiction*
length*
S1
Road Crossing
9Average
Permanent
Culvert
SC
Perennial
Corps
3
131
(feet)
(krear feet)
S2
Road Crossing
9Average
Permanent
Culvert
SB
Perennial
Corps
3
137
(feet)
(Ensor feet)
H
Sewer Line
Temporary
Excavation
SE
Intermittent
Corps
3
21
Average (feet)
(Frifeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
268
3i. Total stream and ditch impacts:
289
3j. Comments:
31. Total temporary stream impacts:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed project has been designed to avoid impacts to eight wetlands and minimize impacts to one wetland. This design avoids impacts to
13.417 acres of the 13.629 acres of wetlands for the project.
The proposed project has been designed to avoid impacts to to five streams and minimize impacts to three streams. This design avoids impacts to
11,944 feet of the 12,212 feet of streams for the project.
Several design configurations were considered when determining the sewer line and roadway locations in order to avoid and minimize impacts to
streams and wetlands. Complete avoidance was not viable as a floodplain wetland parallels the main sewer line, two streams make up the western and
southern property lines, and two streams cross the entire length of the property from east to west.
Potential designs included two options for utilizing a single road crossing to access the central and southern extents of the project. However, for one
option the adjacent neighborhood could not be used for primary access so access needed to be provided from Harnett Central Rd. The second optior
was to cross the stream (SB) downstream below the confluence of streams SB and SC (the proposed crossing impact) however steep topography and
proximity to the floodplain of Neill's Creek ruled this option out. The proposed crossings include crossing Streams B and C one location each as this
configuration minimizes total net impacts to streams. A sewer line in Phase 5 avoided impacts to Stream D by routing the sewer line between Lots 112
and 113 to avoid stream impacts. While this design impacts two locations, these two locations are some of the narrowest widths of both streams and
do not include any adjacent wetland impacts.
One road crossing results in 131 feet of stream impact, and the second crossing results in 137 feet of stream impacts.
The wetland to be impacted (Wetland A) is a riparian floodplain wetland associated with Will's Creek. Will's Creek is the property line and Wetland A
extends along a majority of Neill's Creek. The main sewer line which the residential development needs to tie in to parallels Neill's Creek, and Wetland
A's boundary overlaps a majority of the main sewer easement. Another factor in consideration were the appropriate junctions in the main sewer line
that are available to tie in to. After assessing these variables three locations were identified to impact Wetland A in order to connect the residential
development's sewer line to the main sewer line and meet Harnett Regional Water's requirements. The first location (impact W-1) is on the
northwestern side of the property, the second location (impact W-2) is on the southwestern side of the property, and the third location (impact W-3) is
on the central western side of the property. The southwestern impact (W-2) location also includes a temporary stream impact, again this is an isolated
area of the property with limited access to the main sewer line and avoidance was not feasible. The central western location impact (W-3) is positioned
to take advantage of an upland area that juts into wetland WA in order to minimize wetland impacts. Three sewer connections are necessary for the
size and configuration of this development.
The first sewer crossing (impact W-1) results in 0.025 acres of vetland impacts, the second sewer crossing (impact W-2) results in 0.117 acres of
wetland impacts and 21 feet of stream impacts, and the third sewer crossing (impact W-3) results in 0.070 acres of wetland impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Typical sediment and erosion control measures will be taken on site. Tree protection fencing will be used to protect jurisdictional wetlands that will not
be impacted. Appropriately sized equipment will be utilized to prevent excessive compacting and minimize clearing. Construction scheduling and
staging will be timed to minimize the amount of time spent working in the stream channel. In stream work will attempted to be constructed during the dry
season Men water might not be flowing. If water is flowing at the time of construction a temporary dam will be installed and the water will be pumped
around discharged as diffuse flow. 9 in stream work takes more than a day the temporary measures will be removed at the end of the day if site
conditions allow so the stream may flowfreely while not being actively constructed. Al equipment will be within permitted areas and temporary impact
areas will be restored to preexisting contours. An Erosion and Sediment Control Plan has been approved by the NC Department of Energy, Mineral,
and Land Resources.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
F Yes f No
2c. If yes, mitigation is required by (check all that apply):
F- DWR V Corps
2d. If yes, which mitigation option(s) will be used for this project?

r- Mitigation bank 17 Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r- Yes r No
4b. Stream mitigation requested:
(Fi rfeet)
289
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
0.142
4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
The first phase of the project (Phase 4A) proposes impacts to 0.025ac of Wetland A to tie the developments sewer line into the main sewer line.
Future phases will occur in the future once lots in Phase 4A are sold. The time frame to sell the lots from Phase 4A is unknown, as such we propose
not purchasing mitigation credits until the impact threshold requiring mitigation for NWP29 is met at which time we will purchase the required mitigation
credits.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
(- Yes r No
If no, explain why:
The project is in the Cape Fear River Basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes f No
2d. Which of the following stormwater management program(s) apply:
F Local Government V State
State Stormwater Programs
fJ Phase II
F HWQ or ORW
Comments:
G. Supplementary Information
1. Environmental Documentation
r Coastal Counties
G Other
1a. Does the project involve an expenditure of public (federallstate/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)?*
r Yes
r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No

3b. If you answered "no," provide a short narrative description.
This residential development is bounded by Harnett Central Road to the north, an existing residential development to the east, a stream with steep
terrain to the south, and Neill's Creek with an extensive floodplain wetland system to the west. The residential development will likely provide housing
for people being pushed by urban growth in the surrounding area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes f Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Sewage disposal for the residential development will be collected via an 8 -in sanitary sewer line and transported to an ebsting 42 -in sanitary sewer
line. The residential development will utilize two tie-ins to the main sewer line, one on the northwestern area of the development and another in the
southwestern area of the development. The sewage will be transported to the Harnett Regional Wastewater Facility east of Lillington. The treatment
capacity of this facility is 22 millions gallons per day.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes IT No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Federally protected species listed for Harnett County with potential habitat onsite include Cape Fear Shiner. Suitable habitat does not exist for the
other federally protected species in Johnston County including Bald eagle, Red -cockaded woodpecker, and Rough -leaved loosestrife. The NC Natural
Heritage Program (NCNHP) data explorer and USFWS— Information for Planning and Conservation tool were used to assess known occurrences of
protected species. According to NCNHP, none of these species or any designated critical habitat were found to be within a mile of the project site. The
NCNHP and USFWS IPaC reports are attached to this permit application.
Consultation Documentation Upload
QG_IPaC_ Explore Location.pdf 269.02KB
Quail Glen-NCNHP-Report.pdf 730.24KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
1998 Final Habitat Plan for the South Atlantic Region: Essential Fish Habitat Requirements for Fishery
South Atlantic Fishery Management Council Habitat and Ecosystem Atlas (http://ocean.floridamarine.org/safmc_atlas/)
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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NCSHPO GIS web service shows no state listed historic resources within 1 mile of the subject site. The proposed project will not affect any historic
or archaeological resources. http://gis.ncdcr.gov/hpov4eb
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*

G Yes r No
8b. If yes, explain how project meets FEMA requirements:
The tvm small areas in the NW and SW area of the project associated with the sevrer tie-ins are within the 100 -year floodplain. The proposed project
does not include any development within the 100 -year floodplain and therefore will not result in BFE increases.
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping / FIRM - Map #3720064200J - Revised 10/3/06
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
FIRMETTE_136046cf-67e1-11 e9-8db 1-001 b21 bbe86d. pdf
Soil and erosion approval 4A.pdf
QUAIL GLEN IMPACT Maps.pdf
463.69KB
78.03KB
908.51 KB
Signature U
V By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Alex Adams
Irtn`� 'll:rr
Date
5/14/2019

LANDOWNER AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT N0. PLAN NO. PARCEL ID: 110662 0022 & 110662 0022 36
STREET ADDRESS: Harnett Central Road, uquay Va "a, NC 27526
Please print:
Property owner: Penny Road Developers LLC
Property Owner:
The undersigned, registered property owners of the above noted property, do herehy authorize
Alex Adams , of Adams Soi! Consulting
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property:Owner's Address (if different than property above):
10305 Pennv Rd., Raleigh, IC 27606
Telephone:
919-38743871
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
1
Authorized/SiMTT
lire - Authorized Signature
Date: G� Date:

USGS The National Map: Orthoimagery. Data refreshed October, 2017.
National Flood Hazard Layer FIRMette
0 500 1,000 1,500 2,000250Feet
Ü78°48'33.78"W 35°27'56.07"N 78°47'56.32"W 35°27'26.77"N
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOODHAZARD AR EAS
Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR
Regulator y Floodway
0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X
Future Conditions 1% AnnualChance Flood Hazard Zone XArea with Reduced Flood Risk due toLevee. See Notes.Zone X
Area with Flood Risk due to Levee Zone D
NO SCREE N Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culver t, or Storm SewerLevee, Dike, or Floodwall
Cross Sections with 1% Annual Chance17.5 Water Surface ElevationCoastal Transect
Coastal Transect BaselineProfile BaselineHydrographic Feature
Base Flood Elevation Line (BFE)
Effective LOMRs
Limit of StudyJurisdiction Boundar y
Digital Data Available
No Digital Data Available
Unmapped
This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards
The flood hazard information is derived directly from theauthoritative NFHL web services provided by FEMA. This mapwas exported on 4/26/2019 at 1:06:49 AM and does notreflect changes or amendments subsequent to this date andtime. The NFHL and effective information may change orbecome superseded by new data over time.
This map image is void if the one or more of the following mapelements do not appear: basemap imagery, flood zone labels,legend, scale bar, map creation date, community identifiers,FIRM panel number, and FIRM effective date. Map images forunmapped and unmodernized areas cannot be used forregulatory purposes.
Legend
OTHER AREAS OFFLOOD HAZARD
OTHER AREAS
GENERALSTRUCTURES
OTHERFEATURES
MAP PANELS
8
1:6,000
B 20.2
The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative proper ty location.
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Legend
Project Stu dy Area (~111 ac);
Figure 2. NRCS Soils MapQuail GlenHarnett County, NCNRCS H arnett County Soil Survey - 1994
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0 450 900225 Fe et
Legend
Project Stu dy Area (~111 ac)
Figure 1. USGS Soils MapQuail GlenHarnett County, NCUSGS 24K Quad Lillington - 2016
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Imagery................................................NAIP, January 2010Roads..............................................©2006-2010 Tele AtlasNames...............................................................GNIS, 2010Hydrography.................National Hydrography Dataset, 2010Contours............................National Elevation Dataset, 2010
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NORTH CAROLINA
QUADRANGLE LOCATION
LILLINGTON QUADRANGLENORTH CAROLINA-HARNETT CO.7.5-MINUTE SERIES
LILLINGTON, NC
2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX./H
LILLINGTON, NC
2016
ROAD CLASSIFICATION
Check with local Forest Service unitfor current travel conditions and restrictions.
FS Primary Route FS High Clearance RouteFS PassengerRouteª«­▬Interstate Route State RouteUS RouteWX./H
Expressway Local Connector
Ramp 4WD
Secondary Hwy Local Road
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY

1 Cokesbury
8 Erwin
2 Fuquay-Varina3 Angier4 Mamers5 Coats6 Anderson Creek7 Bunnlevel
ADJOINING QUADRANGLES
1 2 3
4 5
6 7 8
This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19
CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery.............................................NAIP, October 2014Roads................................ U.S. Census Bureau, 2015 - 2016Names..........................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2014Contours............................National Elevation Dataset, 2008Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
Imagery<IMG_LEADER><IMG_CITATION>Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE>Contours<HYPSO_LEADER><HYPSO_CITATION>Boundaries............Multiple sources; see metadata file 1972 - 2016<OPTIONAL_CITATIONS>Wetlands.........FWS National Wetlands Inventory 1977 - 2014
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
PV QV
7 00
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
1° 16´23 MILS
9° 0´160 MILS
*7643016378929*NSN.7643016378929NGA REF NO.USGSX24K25684
■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-8643
April 3, 2019
Alexander Baldwin
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, NC 27604
RE. Quail Glen
Dear Alexander Baldwin.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Quail Glen
April 3, 2019
NCNHDE-8643
Element Occurrences Documented Within Project Area
axono EO ID Scientific Nam ommon Name Las Element Accuracy Federal r State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank L Aff A
Freshwater Fish23981 Notropis Cape Fear Shiner 1986-12-21 X? 3 -Medium Endangered Endangered G1 S1
mekistocholas
No Natural Areas are Documented within the Project Area
No Managed Areas Documented within the Project Area
Definitions and an explanation of status designations and codes can be found at httr)s:Z/ncnhde.natureserve.org/content/helr). Data query generated on April 3, 2019; source: NCNHP, Q1 Jan 2019. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Quail Glen
April 3, 2019
NCNHDE-8643
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameCommon NameM Last '� Element
Group 0 servation Occurrence
+ Date = Rank
Dragonfly or 33751 Somatochlora Coppery Emerald 2004 -Pre H?
Damselfly georgiana
Freshwater Fish23981 Notropis Cape Fear Shiner 1986-12-21 X?
mekistocholas
Vascular Plant 14639 Rudbeckia heliopsidis Sun -facing Coneflower 1956-10-18 F
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Accuracy
Federal State
Global
State
Status tatus
Rank
Rank
5 -Very
--- Significantly
G3G4
S2?
Low
Rare
3 -Medium
Endangered Endangered
G1
S1
4 -Low
--- Endangered
G2
S1
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on April 3, 2019; source: NCNHP, Q1 Jan 2019. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-8643: Quail Glen
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FEMA -FLOOD HAZARD )STATEMENT 100 Year L�1�y PP
°~ A portion of Lots shown on this plat Flood Lim& y'1 rn e
1 are located within the FEMA 100 year 1 �9
17
0 0 Zone 'AE", Flood Bazar Area as shown Q� en
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1
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Sit ,142 ,
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Phase Breakdown Data Sheet One of One
Net Area of Phase 4A = 24.297 Ac. (In Traverse) Net Area of Phase Six = 31.421 Ac. c Traverse
\ Required Area of Dedicated Open Space = 4.859 Ac. Required Area of Dedicated Open space = (In av Preliminary Subdivision Plan
\ 30 Rc\ Area of Dedicated Open Space in = 6.777 (In Traverse) Area of Dedicated Open Space = 4.297 Ac. (In Traverse)
Area of Roads in = 2.498 Ac. Area of Roads = 4.003 Ac. Phases 4-6
Area of lots = 23.121 Ac. Approved under the Compa ti bili ty Design Con cep t
^ Area of lots in = 15.022 Ac. 61 Lots
10' Gravel and Soil Path 20' Access Easement per 38 Lots Average Lot Size = 16,510 s ft
Ma Nu ler 2003-335 and Deed Book 1843, Pae 481 Average Lot Size = 17,219 s ft Smallest Lot Size = 15,100 s ft. Quail
to be relo ated at the developers expense g Smallest Lot Size in = 15,100 sq. ft. q Glen Subdivision
\ ( ) Cumulative Net Area = 93.129 edi (Ie Traverse) Black ek Ri ver Township Harnett County NC
� \ Net Area of Phase 4B = 12.248 Ac. In Traverse ,
\ 180 \ Wetlands Note Required Area of Dedicated Open Space = 2.450 Ac. Cumulative Required Area of Dedicated Open Space = 18.626 Acres -
/ \ �� \ Any impact to include but not limited to, Area of Dedicated Open Space = 2.898 Ac. (In Traverse) Cumulative Area of Dedicated Open Space = 20.347 Ac. (In Traverse) Scale: 1 " 120' Date: 5-8-18
` + clearing and/or filling will be subject to Area of Roads = 1.420 Ac. Zoned: RA -30 and CONS
Street Tree Requirements Notes
�\ prior inspection, permitting and approval Area of lots = 7.930 Ac. g
1, by the Army Corps of Engineers, 19 Lots PIN. 0652-93-2092.000 & 0652-83-6751.000
� s \ The subdivider/developer shall either plant or retain existing healthy trees so that there is at
5 NC DENR and or NC DW Average Lot Size = 18,180 sq. ft
� Q• least one (1) deciduous tree for every 50 linear feet of street. Street trees shall be planted or
Smallest Lot Size = 15,100 sq. ft. retained along both sides of newly created public streets. Street trees shall be staggered on PID: 110662 0022 & 110662 0022 36
sides of the right(s)-of-way on local or cul-de-sac streets in residential subdivisions. 0 120 240
Cumulative Net Area = 36.545 Ac. (In Traverse)
/ r1. ` \ tS� Cumulative Required Area of Dedicated Open Space = 7.309 Acres Street trees shall be of species that is expected to attain a minimum height of 25 - 35 feet GRAPHIC SCALE
Ir yi low ( o \ Cumulative Area of Dedicated Open Space 9.675 Ac. (In Traverse) at maturity. Where required street trees are located under overhead utility lines, the species
r. d' o Lo r• \ shall be of a type to reach a maximum of 20 to 25 feet. All street trees shall be at least
PREPARED BY
o' j� �O�p l \ two (2) inches in caliper and a minimum of six (6) feet in height at the time of planting
0k O 72 '' �'s 77 r� Cs s Net Area of Phase Five = 25.163 Ac. (In Traverse) STANCIL &ASSOCIATES
O s \ g`� 15,202 4'' �0 \ l� � Required Area of Dedicated Open Space = 5.033 Ac. Street trees shall be planted in a linear arrangement parallel to the street no less than
15' ¢¢ 1 o Q'd o F Area of Dedicated Open Space = 6.375 Ac. In Traverse
nP `� NC 27 S s ft. sq. ft. o + \ P P ( ) five (5) feet and no more than 10 feet outside the right-of-way. Street trees shall be planted PROFESSIONAL LAND SURVEYOR P.A. C-0831
23,065, 5 \ o. Area of Roads = 3.087 Ac.
at least eight (8) feet from utility poles and 10 feet from electrical transformers.
S 421 N \ g� ,� q• ��� '� �' 0 15,100 lr�.\ C \�to� �\ Area of lots = 15.701 Ac. 98 Depot Street, P.O. Box 730, Angier, N.C. 27501
•^ a ��� 9� ti0 sq. ft. 8 �� `� t` 41 Lots Plans for street tree planting and retention of existing trees shall be approved by the NCDOT
o. C14. \ / Average Lot Size = 16,681 sq. ft for all streets proposed to be dedicated as public streets. [phone] [phone] (FAX)
\ �, P �� / / Smallest Lot Size = 15,100 sq. ft. stancilsurvey®gmail.com
9 0 15,13 1 A$ + \ �, Note
ti
sq. f • oo 01 � \ Cumulative Net Area = 61.708 Ac. In Traverse No UNPERMITTED disturbance is permitted within
�b / o- 1 Cumulative Required Area of Dedicated Open Space = 12.342 Acres P Owner and Developer
l 9. Q' � Cumulative Area of Dedicated Open Space = 16.050 Ac. In Traverse the 30 Blueline stream buffers as shown hereon.
15,}'87 \ P P ( )
� \ 80 � sq. ft. �o ��.� � � a\ � \\ \\ / I I I Penny Road Developers, Inc.
' s�� tiF kk � \ �' \\ i�i it 7�,o e I I I 10305 Penny Road Raleigh, NC 27606 919-362-7336
•t �b 15,2 1 �e .A�, 7. + �,A / / / / 1P � I
sq it. �� `t U�fI' /\ r xim�r\°atio i2" PVC p ov o t i P a /PI n es not guarantee water capacity or wastewater capacity. Current/future THIS DOCUMENT IS
ca aci a of b v .,�a le. his development may require additional improvements to the existing FOR REVIEW PURPOSES
o / ter w \ H n t County Water Li a s m o a hater s tem to meet future water and waste water demands prior to a ONLY AND SHOULD NOT
2 16,321 1, �\ a li i la nstruction la and or final latapproval. BE CONSIDERED A
sL sq. ft.'s` Si 1� \ P y �P� / P
�- °yF \\ All utlil tie an dr 1 a e menta' are to be centered in a Public Dedicated Utility or Drainage Easement CERTIFIED PLAT. THIS
� y g
2 r P as se Q, 1 - " EV I efe o a v c n ion finalized locations. ' PLAT SHOULD NOT BE
8 3 9 0 P'ae e Pe PPL- P\ - USED FOR CONVEYANCE
5 1 1 �` S ace 9
P Z. w e -
o. 3 0. 32 \ � � \ \� w Ex OF TITLE OR ANY
",00 ,� \ : ' 1 1080 _ _ - w Ex °NE OTHER TRANSACTIONS.
ft. 5 . r sq. f . \ \ p -
e�' `� � , L- \E �\ x \ Revise of Phases and Size of Phases 10-9 18
ti 'o �. \ � X w Ex w L-34
\ 3 - L- L-33 Revise Lots and roads per located streams etc 10-22-18
15,100 00� 35.� 1`� Area e �ine \ V e P °H - L- - L-3 _ Revise Open Space and Lot Along Road 12-3-18
q. ft. 5 ;' , 5,100 y w �n�� \15 �� — _ _ \ P P b°
2 Relocate Stream Crossing and associated lots and open space 12-12-18
�q. ft. 00 Ac - \ \X
15,9os "SS A o N�7A�T-O e e \ \\ 00 Charles Tyler Long Lots 38-41 and 44-50 and remove C -D -S 1-23-19
os sq. ft. `3 r 15,100 00 �� \\ _
o 3448, Page 127
Phases 4A, 4B and 6 Summaries
efl°" \ ace ap um r 2007-635 Revise to include only Phases 4-6 3-21-19
5 6 15100 c \�
\ Co �� sq. ft \ a_ 8. ' Revise to add Utility Easements 4-24-19
ER w 'b\ q \/ X87. / ��`?93 1 66 Juin �re DRB Comments 5-1-19
o \ �� \ 4 ,— w Lin dse Aire
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15,850 I �y u, / r?r� 95 i icy CIA oo D 330 Page/� 50' Right-of-way
�� yi s 'I e7 a Num 2 7-6 5 10'-0" Street
/\ C1 4 / c�i c„ 6 ti , \ P Tree Esm t
ft'
r 4 17,852 p , �4 2 61 See Notes 1 Tree Street
q• p' , - sq' t' ti, ' s ft. \ / Utilit Esm't 2'-6':3'-6" 2, Tree Notes
a T 24 78 UTILITY /a° q' y 10'-6" 14'-6" 12'-0" 5'-0" See Notes
5 1 // \ ;o n M NT 18,6 2 \ f EASEMENT i Qeb �, Pavement Sidewalk Utility Esm't
0.8 3' \ \ 3 r
lZTILITY /�Zs
kSEME\„s ft. 0' / / /ft ?
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15,484 p �.,�a.�, �. ���.'.�, a � � 2rrz 1 S,lo
1, 4 25, 98 w / 0 sq. f �acgueline A. Wil on P
99 sq, g • t. � � � Blow v.� O 15,100 ;+� ' 16,13 9 r
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y 8 sq. ft. o � �
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0 15 90 91 ft. O O \ H 188.8'
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8 - H o 99 155:100 o Deed Nook 2732, Pa e 797
\ a ss I '•d-�Itilit Easemen y � � �'
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40 Arnett County `� 36 0 0 I �' / p 0 s5.9ft. o O Ha ett County Water Line — w Ex w Harnett County
ewer Easement\ r q t o I 7 ;- � w ex 3 I Minim um Building
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2 9 2001-1360 5,27 o sq f m 1 0 1 +' R 3.8� V w x w Ex --
e Fg,
-1360- en \ `� l I66, / 140.9' I. I I\32.8' 0 5,1 00 15, 0 15,90 ss ss -
2 16 y WATE s . ft. s-s�� -FRONT: 30' from R/W
-50 ubli R
7 SIBS— ry 1 ft q t. cn w " WA — - REAR: 20'
P. �� SIDE: 10'
e\ �[ �/ �' B5.I1' �' 1 ,909 \ x
l \ o z 80.0 1 o O \ Caro n Andersen / W CORNER LOT SIDE: 20'
1�a \ 1 , 2� 3
Deed Boo 3045, a 565
\ � O by � � g NOTE:
\ 0 15 1 -
\�y\ ' s 31.2 �- //56 15 y Ma Num umber 20�iD7�636 ,
s ft. 3 �•3 low Of 63.8% 1 b �.; o \ A 10 x 70 Sight Triangle
i \ q s t. / I �•
- 0 1 100 ~' -�shall be placed at all
-- - -- ------ \
_ _ _-- 0 0 \ � Street Intersections as
I \
@�/ s . ft. — shown hereon.
es ri ces— —
P g100 \\ e9 0• X94 188.8'r c ti Ja es . Stan cil, III
I by /ft. � i 15, 71
\\ 4, s , f J ,� s . f . rist& Stancil / o
\ I 3 \ \ \ ti o 15,10 Deed Nook 33 Page 499 7"
1� 18 .1' 03 sq. ft. -
I e � 1 10
oo sq. \ 8' �ap tuber 200737
I 15,9 4 O �` �' 6 1 102 188 p 7 114" e
° \ s o5s a, \ e
s ft. CI'e \ 15 }b s t. 1 1 0 �
\. a Open Space 13,032 i \ 04
16,041 p \ 6 \ \ �L Kiso and sq. ft.
I H d O
tASEM c,' ?0 HT1, q. 5 a a, \\\u ' �S�s 193 " Bus S P - �. 01
.
S R ti ° Y' e O Ex w x \ y O a' o Roadway
ti FM ° ee m w / ti o Section
F
�o o�
sq' f SS ve 50 Public R/1i' a.
5, 00 Approximate location 8" PVC
0 \ \ -
1 y s ft. SON. c \ , Open \/ 1 � 63,H — Harnett County Water Lin _ 2' g"
15,1 0�- 15,535 ccoC. o
o r6,4
ko
\ �,� 2'-6"
ROLLED TYPE GUTTER
Wetl°nds� 17 . ' 2" WASE N \ 166.8 \
s ft. \ °j t _ 15,q. 3 \\� � ai �I Site Data and Notes
15'312 :� 0., o\Deed Book 3635, Pae 817, Deed Book 3635, Pae 823 and Ma Number 2018-258
Q 18 81 �\ o
1 8 15,107 1 law \ �— \\r893, \ 5, 4s ; 5a goo c �, nt Property shown hereon is located Watershed District IV, and the maximum impervious
y 18 s ft. ee t� 494 g, area shall be limited to 249' with curb and gutter.
/ 80, O 21.0 y ' ( ft. 3.. TINT
15,1 4 �o• 1 1 �;' �,' \ \ e � ,� c� � A�Property shown hereon is located in Meduim Density Residential and Environmentally
sq. fL. / § gt 2 \\ rn \ , S \ 'b Sensitive Area.
l Y 1 8 ti, s a
/ s� r N \ 0 � No lot shown hereon shall have direct access to SR 2215.
�t 15,10 2 ) /"p d. z \ \ 2 i�\ 'b O
8 / 188 q. ft. O 1880 ° l \ \ ft 24,_892 \\ �O R\93.129 Ac. Net (In Traverse) In Subdivision
\�. 20\ 18.626 Ac. Net Required 209 Open Space
y18,41 / s$' °° \ 1 6 s5,1ot ft. \ 2 wets \ °j �s� —20.347 Ac. In Traverse Provided Open Space (21.89)
sq. ft. q' ° s7\\\ \ \O =
13 7 2" W 1e , 0 094 �aTILITLL \ ' X157 Lots planned with Harnett County Municipal Sewer and Water 1.7 DUA
/ 5,100 a e\ \ Minimum lot size = 15,100 sq. ft.
n;1• / 0 188 s ft. Maximum lot size = 26 142 s ft.
°15}9 5 15, oo �'z'- ''e5 �etl°nds 4" \� 24 \Average lot size = 16,718 sq. ft.
hi 8 sq. f ft. s Peso\ \ ��M&n&mum lot width @ R/W on Cul-de-sac - 40.00
s -
1 f' e \
\ 5, 09 / �/ 8 'b Blow 0 f �,� p' \ M a
s ft. ° 15 ¢ „� �, 15, 1 � � / \\Minimum lot width @ R W = 80.00
�r2.s, ae g$ t. 1 . 6 °' \^ -- '-,-Approximately 214 linear feet in Pointer Drive Extension a!
s" TER 3 / '74 15 00 / ' �" t' 4 Approximately 214 linear feet in English Springer Drive Extension
15,92 � o
soft. ftr 190.6 20.4' ^ y 4' 179.8' 15,10 .Approximately 638 linear feet in Bark Way
4
11,52-�,r, _ _ . _ .• 188 ' / 2" WATE 5 6 15 sq' fes, -_Approximately 698 linear feet in Bellini Drive
0 4 0 0 ��/ / °' c°p'sq. t. \ ',,- s o °' w Approximately 375 linear feet in Fetch Court
15 1 ca S I - No e - �'_
M 17,612 y 166 �q. ft. o �v 3 ,ri m Approximately 1452 linear feet in Bella Vita Way nz
Sq/ ft. 1 ,1 �, 145 8" WA ER 15,605 s ft. 17 i ti
t y, S - sq �- q' s �/ to off o., ',, ' str �. Approximately 179 linear feet in Powder Court a
t I - �� -y =g __ - 3.2` - - 8� e e �Approximately 808 linear feet in Bird Dog Drive
5,1 ~ 114 8� s _ - 88.0 TILI ~ A roximatel 214 linear feet in Cutty Wa
E'ER PP y y y
s ' ft. O SSS -ss ss ss ss 7- s SEWS SS ss ss Ems„ s o ENT sgJft ��Approximately 416 linear feet in Florentine Court
_ �� 4 Approximately 980 linear feet in Donatella Way
4O 58. 1 1 1 m sz `- sL • [x� °' o4 -Approximately 166 linear feet in Boone Court
1 ,1 0 Gc'i i -80,8 -80.0= - 94: '- IB0.5= 88,0' a '� 0.8- 29'
q 0 /; sL s" W TER o� _ o' 161 0., Approximately 257 linear feet in Musket Court
� 3 \ 1 0 2" TER 15,20 1 /� Approximately 1972 linear feet in Hunting Wood Drive
8 ft 8" WATER 158 Approximately 8531 linear feet Total in Development
4 ���� I �1 04 ,
�2 \ 50 56 \ s, All streets shown hereon are to be 50 Public Dedicated R/W and 50 Utility Easements.
m 5,100 iv o 9 a 00 .- 6, �O
/ 1 3 O 15'7 59 �, 0 0L 'r All construction shall be in accordance with Harnett Count and or NC DOT Standards.
�21 (�� L C Q, tv r 1520� 15,909 °',/ y
� _w\ 1 100 O 0 rl ^�
\s 0 1 0 _ft• 1? sq. ft. \ g �, O All lots shall be served by Harnett County Municipal Water and Sewer. Any utilities not located
15 702 sq. ft. 1 ,909 15,114 15,44 6 fr
�\ r:,k6
17-7a2- 3° �t Io 5' sq ft. ''' I ft. sq. ft. y� in the 50' Utility Easements shall have a public dedicated dedicated on the recorded plats.
,L2�=� \\ \ \ \\ \-sq.�t• 9 All Drainage easements are to be permanent & public. The maintenance of all said drainage
\q. ft. 6 etl°nds -0- P ds i -n Access I o� easements shall be responsibility of individual lot owners that border all such easements
0. -85 (f' { 0 85.0' 114.0 110.4'
8 "56 W 60.00 Total / IlDeveloper
Refer to approved construction plans for all final utility and drainage locations.
shall conform to all Harnett County and/or North Carolina soil and erosion regulations
pro�ser� a wi low o \_ The homeowners association shall be responsible for maintaining the streetscape buffer
1�-137 �- r, \ all open space, sidewalks and street trees. Street Trees MAY NOT be removed.
\� \_ Ope Spac / \� \ 60 /Fire Hydrants and Street Lights shall be installed per Harnett County Regulations.
L-4 Sherrill Btt Any lots impacted by Flood Hazard Areas will require an elevation certificate prior
L 4 L 41 Deed Book 649, P ge 6 8 This development is within one mile of a Voluntary Agricultural District.
T TTRP-AnA P1

ROY COOPER
Governor
MICHAEL S. BEGAN
Secretary
S. DANIEL SMITH
Interim Director
NORTH CAROLINA
Environmental Quality
March 13, 2019
LETTER OF APPROVAL WITH MODIFICATIONS
Penny Road Developers, LLC
Attn: Harvey L. Montague, Registered Agent
10305 Penny Road
Raleigh, NC 27606
RE: Project Name: Quail Glen— Phase 4A
Acres Approved: 19.1
Project ID: HARNE-2019-057
County: Harnett, City: Black River Address: SR 2215
River Basin: Cape Fear
Stream Classification: Other
Submitted By: Enoch Engineers, P.A.
Date Received by LQS: February 14, 2019
Plan Type: New
Dear Mr. Montague:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable with modifications and hereby issue this Letter of Approval with Modifications. The
Modifications Required for Approval are listed on the attached page. The enclosed Certificate of
Approval must be posted at the job site. This plan approval shall expire three (3) years following
the date of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B.0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCGO10000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
OO" Fayetteville Regional Office 1225 Green Street. Suite 714 I Fayetteville. North Carolina 28301
910.433.3300

Letter of Approval
Penny Road Developers, LLC
March 13, 2019
Page 2 of 2
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
of this project, the erosion and sedimentation control plan is inadequate to meet the requirements
of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51
through 66), this office may require revisions to the plan and implementation of the revisions to
insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. This permit allows for a land -disturbance, as
called for on the application plan, not to exceed the approved acres. Exceeding the acreage will
be a violation of this permit and would require a revised plan and additional application fee. Any
addition in impervious surface, over that already noted on the approved plan, would also require a
revised plan to verify the appropriateness of the erosion control measures and the stormwater
retention measures. (GS 113A -54.1(b)). You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a
preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Jodi Pace, EI
Regional Engineering Associate
DEMLR
Enclosures: Certificate of Approval
NPDES Permit
cc: Michael Barnes, Enoch Engineers, P.A. (electronic copy)
Ken Slattum, Enoch Engineers, P.A. (electronic copy)
DEMLR - Fayetteville Regional Office File

Letter of Approval
Penny Road Developers, LLC
March 13, 2019
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: QUAIL GLEN — PHASE 4A
Project ID: HARNE-2019-057
County: Harnett
Provide two full size copies each of revised plan sheets, showing all the Modifications required
for approval, prior to beginning any land -disturbing activity. Per G.S. 113A-57(4), 15A NCAC
0413.0118 & G.S. 113A -54(d)(4)