20190877 Ver 2_PCN Form Submission_20191127

DWR
mrlslon of Water Resources
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?*
C Yes r No
Change only if needed.
BIMS # Assigned
20190877
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Information for Initial Review
la. Name of project:
COURTESY COPY - Steeplechase-BMP Outfall
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/27/2019
Nearest Body of Water
Cary Branch
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.6186
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.8646
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
2
Reviewing Office*
Raleigh Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]

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:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
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?
W 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:
Pulte Home Company, LLC
2b. Deed book and page no.:
DB: 17557; DP: 1749
2c. Responsible party:
Chris Raughley
2d.Address
Street Address
1225 Crescent Green Drive, Ste. 250
Address Line 2
City
Cary
Postal / Zip Cate
27518
2e. Telephone Number:
[phone]
2g. Email Address:*
Chris. [e-mail]
4. Agent/Consultant (if applicable)
State / Province / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4a. Name:
Deborah Shirley

4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Rd., Ste. 104
Address Line 2
CKY
Raleigh
Postal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
AA Pulte Group.pdf
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
364.22KB
C. Project Information and Prior Project History C^)
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Holly Springs
2. Project tt Identification
2a. Property Identification Number:
2b. Property size:
0648101232
+/- 43
2c. Project Address
Street Address
5836 Cass Holt Rd.
Address Line 2
(Sty
State / Province / legion
Holly Springs
NC
Postal / Zip Code
Country
27540
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Cary Branch
3b. Water Resources Classification of nearest receiving water:*
C
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.
030300040103
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Existing conditions consist of a site that has been timbered, structures have been demolished, tree protection fencing has been installed and temporary sediment basins (which will
convert into permanent stormwater BMP's) have been constructed. There are two streams with adjacent headwater wetlands on the parcel. General land use in the vicinity of the project
consists of a mix of residential, agricultural and forested land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r- Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2019-01346; NWP 29 verification for 0.002 acres of temporary wetland impacts, and 55 LF of temporary stream channel impacts for offsite sewer line. Written concurrence was
not needed from the NCDWR, impacts were belowthresholds and did not meet the circumstances.
Project History Upload
SAW-2019-01346 NWP verification. pelf 213.38KB

4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 2MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
NRCS SS.pdf 1.02MB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 0.20 acres onsite
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 375 linear feet onsite
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a BMP for site Erosion Control and stormwater management.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of residential lots, roadway infrastructure, stormwater BMP's, and associated utilities. There is one proposed wetland impact associated
with a stormwater BMP ouffall. Equipment typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
em2019-06-20-ExConds-Signed.PDF 945.57KB
PLT18000-IM1-Overall.pdf 1.31 MB
PLT18000-IM1 AREA - C.pdf 133.55KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
G Yes r No C Unknown
Comments:
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:
AID No. not issued to date, PJD package sent via email on June 24, 2019.
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
NCDWR: Intermittent Perennial Stream determination field visit conducted by Rick Trone on May 30, 2019 (RRO #19-143); USACE: No site visit needed per June 27, 2019 email from
James Lastinger.
5d1. Jurisdictional determination upload
5836 Cass Holt Road Property DWR letter.pdf 1.28MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
7b. If yes, explain.
The project will be constructed in 2 phases, 93 lots and offsite improvements.
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 project or related activity?
A Nationwide Permit 29 was issued on July 25, 2019 for 0.002 acres of temporary wetland impacts, and 55 LF of temporary stream channel impacts for the installation of the offsite
sewer line (SAW-2019-01346).
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries ❑ Buffers
17 Open Waters r Pond Construction
2. Wetland Impacts

2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested* F2fTpe of2g. Impact
dicition*(?) area*
ff��777]
Fill-Stormwater BMP
Outfall
P
Bottomland Hardwood Forest
W3
Yes ABoth
0.001
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.001
2h. Comments:
2g. Total Permanent Wetland Impact
0.001
E. Impact Justification and Mitigation C^U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The applicant contracted with S&EC to complete a wetland and stream evaluation for the entire property in order to identify the natural resources so
that the project designers could design a site plan that would avoid & minimize impacts to wetlands and streams to the maximum extent practicable.
This request includes 0.001 acres of wetland fill for a storm%ater BMP outfall. In the original site plan this wetland was avoided, however the existing
topography data was inaccurate. There is a temporary sediment basin, that will be transitioned into a permanent post -construction stormwater BMP
that has been constructed in the SW corner of the property. The "as-builts" and new survey data showthat the existing grades are approximately 2 ft.
higher than the original topo survey used for the design of the BMP. The riser and the outfall were installed per the plans, however with the inaccuracy
in the field topo survey data, it's resulted in the outfall being below the ebsting grade before the wetlands. In order for the outfall to drain 62 SF of
wetlands will need to be impacted. This would allow the outlet from the BMP to daylight at the stream channel. It's important to note that the temporary
sediment basin, the riser barrel, the emergency spillway and the outfall have already been constructed. Additionally, the outfall is already aligned at
the lowest elevation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Typical Erosion & Sediment Control measures such as silt fence, silt fence outlets, sediment basins and diversion ditches will be utilized.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed permanent loss impacts are below 0.10 acre wetland mitigation threshold.
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?
r Yes r No
If no, explain why:
Cape Fear 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 r No
2d. Which of the following stormwater management program(s) apply:
P Local Government r State
Local Government Stormwater Programs
V Phase II r NSW r USMP r Water Supply
Please identifywhich local government stormwater program you are using.
Town of Holly Springs
Comments:
One (1) wet detention pond is proposed in accordance with the Town of Holly Springs stormwater requirements
G. Supplementary Information

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/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 (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Steeplechase project is a residential development. The project is located within the Town of Holly Springs, therefore
the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Town of Holly
Springs Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area; 2) the Phase II 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 (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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.
A gravity sewer outfall will be constructed offsite to convey sewer from the site to the Town of Holly Springs municipal sewage collection and treatment
system. The Town of Folly Springs has confirmed adequate capacity is available.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. 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 r 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
5i. 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?
The NC Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected species listed within and
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 or within 1-mile of the project boundaries. References: NC Natural Heritage Program. 2019. Geographic Information
System (GIS) data. NCDNCR, Raleigh, NC. Available at http://vmw.ncnhp.org/. (Accessed: November 27, 2019).
Consultation Documentation Upload
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?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No Essential
Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
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 November 27, 2019, no historic listings or study
list entries or determined eligible listings were identified within the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program and confirmation from the project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
W 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:
Deborah E. Shirley
Signature
Date
11 /27/2019

Environmental Consultants,
8412 halls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Steeplechase S&EC Project 4 13448
Date:
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 Field 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): 0648101232
Site Address: 5836 Cass Holt Road
City, County, State: Holly Springs, NC 27540
PROPERTY OWNER INFORMATION:
Name: Pulte Home Comoanv. LLC
Mailing Address: 1225 Crescent Green Dr., Suite 250, Cary, NC 27518
Telephone Number: ]_a 831 a th a 1
Email: C o .v.
Property Owner (please t) Date
L/t 11
Property Owner
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge

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Project Number: Map Title: N
13448.W2 0 1,000 2,000
Project Manager: Figure 1- USGS Map I I I I I I I I
SB 5836 Cass Holt Road, Feet
Scale: 1 1000' Holly Springs, NC 27540
" = •
Date: Source: 2016 NC Apex & Soil & Environmental Consultants, TA
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Project Number: Map Title: N
13448.W2 0 1,000 2,000
Project Manager: Figure 2- Soil Survey/ I i i i I i i i I
SB 5836 Cass Holt Road, Feet
Scale: 1 1000' •
Source:Wake County Soil Holly Springs, NC 27540
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Date:
03/28/2019 Survey Sheets 89 & 90 8412Fe softy= ,t hone 845900.: ,,h

TOTAL AREA SURVEYED
1,834,264 SF (42.109 ac.±) Excl. R/W
1,882,699 SF (43.221 Ac.±) Incl. R/W
IRON PIPE
IRON PIPE W/
CAP & TACK
IRON PIPE,TI
NOW OR FORMERLY
J LEE HOLLEMAN, JR
PIN 0648-01-1194
1 ,
DB 6585, PG 847
\
BM 1994, PG 1021
GRAPHIC SCALE
80 0 40 80
( IN FEET )
1 inch = 80 ft.
2" IRON PIPE W/
CAP & TACK
EXISTING LINEAR
NOW OR FORMERLY
LARRY P. BRYANT
JOY ANN GURTNER BRYANT
PIN 0648-11-7289
DB 11360, PG 1170
CURVE TABLE
CURVE
LENGTH
RADIUS
CH. BRG.
CHORD
C1
6.01'
2,185.89'
S16°20'58"W
6.01'
C2
101.42'
2,185.89'
S17-4527-W
101.41'
C3
119.51'
525.81'
S24°2747"W
119.26
C4
136.60'
267.65'
S45°3542"W
135.12'
C5
70.32'
391.69'
S65°21'32"W
70.22'
C6
112.37'
916.64'
S74°00'50"W
112.30'
C7
79.25'
1,484.52'
S79°03'19"Vv
79.24,
C8
74.86'
1,238.41'
S78°51'10"W
74.85'
C9
145.47'
594.69'
S70°0650'W
145.10'
C10
114.24'
594.69'
S57°36'10"W
114.07'
C11
90.36'
2,747.15'
S51°09'26"W
90.35'
CURVE TABLE
CURVE
LENGTH
RADIUS
CH. BRG.
CHORD
C12
108.47'
2,215.89'
S17°40'23"W
108.46'
C13
126.18'
555.81'
S24°28'15W
125.91'
C14
151.91'
297.66
S45°3542'W
150.27'
C15
1 75.71'
421.69'
S65'21'32'W
75.60'
C16
116.05'
946.64'
S74'00'50'W
115.98'
C17
80.85'
1,514.52'
S79°03'19'W
80.84'
C18
73.04'
1,208.41'
S78°51'10"W
73.03'
(79
76.70'
564.69'
S73°1348'W
76.64'
C20
169.91'
564.69'
S60°43'091W
169.27'
C21
115.10' 1
2,717.15'
S50°53'09'W
115.09'
I
NOW OR FORMERLY
ROBERT L. VANCE, ET UX,
BRENDA D. VANCE
PIN 0648203676
DB 3943, PG 868
LINE TABLE
LINE
BEARING
LENGTH
L1
S17°18'03'W
121.50'
L2
S16°16'15'W
281.01'
L3
S16°16'15'W
7.99'
L4
S80°3604"W
130.57'
L5
S78'42'14"E
30.17'
L6
S17°18'03"W
124.38'
L7
S16°16'15"W
288.74'
L8
S01°19'02'W
106.01'
L9
S80°35'04"W
130.57'
L10 1
S88°2V24"E
69.78'
L11 I
N00°43-14"E 1
39.62'
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x �• JOSEPHINE GAY EVANS,
,� 3-e CEDAR UM JOHN EVANS, JR
M
.Ti83i:$_�'IOIt._..Rd-__...__. ."._, I PIN 0647-29-8465\ ..._. DB 13707, PG 1115
x ' v
TELE HANDHOLE BM 2017, PG 1469
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x CEDAR�CEDAR f
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6�, �r►24•°�c'-r•'.. ,. _ _ _. _ - --- JOHN MARK EVANS
PIN 0647-29-0608
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_�`- IRON PIPE
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(121 SF) & Light Easement \ ;;��'�° °� SPIKE
& Light Easement g W r - /l�pl
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NOW OR FORMERLY01
IRON PIPE
MARY HOLT
PIN 0647-09-4314 NOW OR FORMERLY
0 'gi ' - .,. -� ��N�PO JOSEPH NE GAY EVANS,
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Point of Beginningg Z �' € i 0 JOHN EVANS, JR
PIN 0647-29-8465
N 679 528.55 r /� // Tract 2 DB 13707, PG 1115 NOW OR FORMERLY
E 2,041,337.13' f / BM 2017, PG 1469 JOSEPHINE GAY EVANS,
JOHN EVANS, JR
�x �. ♦ BM 2017, PG 1247
�. / 9,311 SF (0.214 Ac._) Excll. RNV PIN 0647-29-1630
16,619 SF (0.382 Ac.±) Incl. R/W DBM 2017, GG1469
e' BM 2017, PG 1247
6198 Windy Farm Ln
GENERAL NOTES: SURVEY CERTIFICATION:
z
° 1. All distances are horizontal ground distances and areas were computed using the coordinate method, I certify that this plat was drawn under my supervision from an actual survey made under my supervision
e unless otherwise noted hereon. (deed description(s) shown hereon under "REFERENCES"); that the boundaries not surveyed are clearly
F2. The subject property is not located within a Special Flood Hazard Area as scaled from NFIP FIRM indicated as drawn from information as shown hereon; that the ratio of precision or positional accuracy is
a Numbers 3720064700J and 3720064800J; Effective Date: May 2, 2006. 1:10,000+; that this plat meets the requirements of The Standards of Practice for Land Surveying in North
3. This survey only shows that portion of trees that was requested by the client and does not include all Carolina (21 NCAC 56. 1600); that the Global Positioning System (GPS) survey and the following
trees located on the subject property. information was used to perform the GPS survey:
4. The locations and widths of adjacent traveled ways not surveyed.
3 5. Only copies of this survey with the Land Surveyor's original signature & an original embossed ink or �� C I�I� o
Class of survey: A (Urban Land Survey) Published/Fixed-control use: OPUS ,o``�
bPositional accuracy: 0.02' Geoid model: GEOID12B .`` '�N ARp
N scanned seal are the product of the Land Surveyor. ��.� OQ`•,,.••�EgW•••.. 4
Type of GPS field procedure: Static Combined grid factor(s): 0.99987649 � ,, QA� 41r'••.�y
6. This survey was prepared for the parties and purpose indicated hereon. Any extension of the use Dates of survey: April 11, 2018 Units: US Survey Feet = Q
beyond the purpose agreed to between the client and surveyor exceeds the scope of the engagement. Datum/Epoch: NAD-83(201 1)(EPOCH:201 0.0000) SEAL _ c
7. Property identification numbers taken from the official tax records of Durham County. _ L.4516
a� 8. All underground utilities shown hereon are based solely on visible ground surface evidence. Prior to a�
t o
° any construction and/or excavation, the exact vertical &horizontal locations must be determined. i (p 20 ( ��-� y`,�`h'Ct'�4t [ 1k. 4AMIC `' !!Yp
9. Zoning: R-30 Date of Plat or Map Surveyor's signature Surveyor's printed name
, •,�.
10. References: DB 16274, pg 2101; BM 1986, pg 2268; BM 1985, pg 543. Plat Revised on 06/20/19 - Added wetland info ation. A,�i►��``�``
Sheet 1 of 1
HARMS LAKE
001 f0dr,
SITE
VICINITY MAP
Not to Scale
LEGEND
PB Plat Book
DB Deed Book
N/F Now or Formerly
0 Existing Monumentation
EPIP Existing Pinched Iron Pipe
GALV Galvanized
ECM Existing Concrete Marker
AG Above Ground
O 3/4" Iron Pipe Set
Computed Point
-x- Fence
CLF Chain -Link Fence
WF Wire Fence
Hydrant
O Water Meter
A Water Valve
(S Sanitary Manhole
cQO Cleanout
I—- Sanitary Sewer Lines
I& Catch Basin
Catch Basin (Curb Inlet)
I® Drop Inlet
-Q Flared End Section
-SD- Storm Drain Lines
-"s- Underground Gas Line
91b Utility Poles & Guy Wires
-DHu- Overhead Utility Lines
-T/1-- Overhead Traffic Signal
IN Telephone Pedestal
❑ CAN Pedestal
# Lamp Post
m Transformer
-� Sign
+ ' Trees (see general note #4)
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Impact Areas A & B previously aut
D
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GRAPHIC SCALE
0 50 100 200
1 inch =100 ft.
A
73
0.00
B
1856
0.04
1144
0.03
299
0.01
55
C
62
0.00
17
0.00
TOTALS
62
0.0014
73
0.0017
1856
0.0426
1161
0.0267
299
0.0069
55
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
DEVELOPER
PULTE GROUP
1225 CRESCENT GREEN DRIVE, SUITE 250
CARY, NORTH CAROLINA 27518
CONTACT: CRAIG DUERR
PHONE: [phone]
EMAIL: [e-mail]
J[PulteGroup 7-1
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REVISIONS
NO. DATE
PLAN INFORMATION
a1093f01111a01 aIat-111111
FILENAME
PLT18000-IM1
CHECKED BY
CMB
DRAWN BY
LRS
SCALE
1"=100'
DATE
05. 06. 2019
SHEET
OVERALL IMPACT MAP
E-1

I
I
I
l
IMPACT "Cl" ZONE 2 BUFFER
IMPACT AREA = 17 SF
ZONE 2 BUFFER IMPACT
John R. McAdams Company, Inc.
2905 Meridian Parkway
TjThe
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
WADAMSwww.mcadamsco.com
ego
W3
PERMANENT IMPACT "Cl" WETLANDII
"W2" AREA = 62 SF L
3:53:42 PM, Bowman, Sean
STEEPLECHASE
M PACT AREA "C"
5836 CASS HOLT ROAD
HOLLY SPRINGS, NORTH CAROLINA 27540
N
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN INFORMATION
PROJECT NO.
PLT-18000
FILENAME
PLT18000-IM1
CHECKED BY
CMB
DRAWN BY
LRS
SCALE
V =40'
DATE
05.06.2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Bennie L. Glenn
Karona W. Glenn
5836 Cass Holt Road
Holly Springs, NC 27540
NORTH CAROLINA
Environmental Quality
May 31, 2019
Subject: Buffer Determination Letter
RRO #19-143
Wake County
Determination Type:
Buffer
Intermittent/Perennial
❑ Neuse 05A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
® Intermittent/Perennial Determination (where local
buffer ordinances apply)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
Project Name: 5836 Cass Holt Road Property
Address/Location: 5836 Cass Holt Road Holly Springs, NC
Stream(s): Cary Branch
Determination Date: 05/30/2019
Staff: Rick Trone
Feature
VIVO)
Not (Zl
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
1/P
X
Flag SOI
Outside Project
X
X
Area
B
UP
X
Throughout Project Area
X
(1) E = Ephemeral, l = Intermittent, P = Perennial, NP =Not Present
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Wake County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be subject to the buffer
rules. There may be other streams located on the property that do not show up on the maps referenced above and are
therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject to
all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 028,
and may be considered jurisdictional according to the US Army Corps of Engineers.
D_EQ��
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mall service Center I Raleigh, North Carolina 27699-1628
919.791.4200

5836 Cass Holt Road Property
Wake County
05/30/2019
Page 2 of 2
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; D WR — 401 & Buffer Permitting Unit; 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed shove, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Rick Trone at (919) 7914257
Sincerely,
*Uy�
Rick Bolich, LG
Water Quality Regional Operations Center
cc: RRO DWR File Copy
Steven Ball, S&EC (via emaii)
��D__.E Q5
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27599.1528
919.791.4200

5836 Cass Holt Road Property
Wake County, NC-DWR Project # 19-143
Fa B
NRCS Sail Survey Sheet 89 dr.sta
Wake Co., NC 1970 �wA
Locations are approximate
Legend: and are provided for refer-
enceonly:
-project boundary Q 'fir

5836 Cass Holt Road Property
Wake County, NC-DWR Project # 19-143
USGS Topographical Map d,a Sr 7Z.
.rm
Fuquay-Varina Quadrangle 2016 � ,. Locations are approximate
Legend: and are provided for refer-
. ence only:: nn
-Project boundary • '^w�v I�h`1 JI

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01346 County: Wake County U.S.G.S. Quad: Fuguay-Varina
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chris Raughlev
Pulte Home Companv, LLC
Address: 1225 Crescent Green Dr.
Carv, NC 27518
Telephone Number: 919-816-1155
Size (acres) 43 Nearest Town Hollv Springs
Nearest Waterway Buckhorn Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.6188125113831
Longitude:-78.8613704877289
Location description: The proiect site is approximately 43 acres located adiacent to Cass Holt Rd. and an offsite sewer line
corridor beginning on the west side of the proiect traveling north west connecting with existing sewer offsite.
Description of projects area and activity: This permit verification allows for 0.002 acre of temporary wetland impacts, and 55
linear feet of temporary stream channel impacts for the installation of the offsite sewer line for the Steeplechase residential
subdivision. No mitigation is required for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: NWP 29 Residential Developments
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated June 28, 2019. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact James Lastinger at [phone] or James. C.Lastinger(a),usace.armv.mil.
Official: L
LASTINGER.JAME D
Corps Regulatory OASTINGERJAMES.C.1363642400
Date: Julv 25. 2019 oale.�mu> orzm�oa00
Expiration Date of Verification: March 18, 2022

SAW-2019-01346
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0.
Copy furnished:
Debbie Shirlev
Soil and Environmental Consultants
8412 Falls of Neuse Rd.
Raleigh, NC 27615

Action ID Number: SAW-2019-01346 County: Wake County
Permittee: Chris Raughlev
Pulte Home Company, LLC
Project Name: Steeplechase/subdivision/Cass Holt Rd/Holly Springs/Wake County
Date Verification Issued: July 25, 2019
Project Manager: James Lastinger
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: James Lastinger, Regulatory PM
3331 Heritage Trade Dr., suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Chris Raughley, Pulte Home Company,
File Number: SAW-2019-01346
Date: July 25, 2019
LLC
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.anny.mil/Missions/CivilWorks/RegulatoiyProgramandPennits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Pennit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined pennit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
PO F CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: James Lastingcr
CESAD-PDO
69 Darlington Avenue
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, North Carolina 28403
60 Forsyth Street, Room 1OM15
919-554-4884 cxt 32
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastingcr, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]