20190658 Ver 1_PCN Form Submission_20190516

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into 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#*
20190658
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Chandler Cove
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/16/2019
Nearest Body of Water
UT to Middle Creek
Basin
Neuse
Water Classification
C; NSW
Site Coordinates
Latitude:
35.6884
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.8035
1a. Type(s) of approval sought from the Corps:
V 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. 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
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
W 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?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F_ Owner W Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Holly Brook Homeowners Association, Inc.
2b. Deed book and page no.:
DB: 016698; DP: 02287
2c. Responsible party:
Ann Vawter, HOA President
2d. Address
Street Address
PO Box 79032
Address Line 2
CKY
Charlotte
Postal / Zip Code
28271-0030
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Michael E. Jordan
State / Ffovince / Pagion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r- Yes r No

3b. Business Name:
Site Property Development, LLC by JA Management Inc.
3c. Address
Street Address
933 Old Knight Road
Address Line 2
City
Knightdale
Postd / Zip Code
27545
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Cary, NC
2. Project Identification
2a. Property Identification Number:
0750844738
2c. Project Address
Street Address
0 Coralberry Cir
Address Line 2
City
Cary
Postal / Zip (ode
27539
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Middle Creek
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010901
4. Project Description and History
State / Province / Region
NC
Country
USA
3e. Fax Number:
2b. Property size:
+/-12.50
State / Province / legion
NC
Country
United States
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 on the site consist of a wooded parcel with an existing culvert and gravel road at the north end of the property. A stream system with adjacent wetlands crosses the
north end of the property and extends offsite and to the east of the property. General land use in the vicinity of the project consists primarily of moderate -density residential land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes l- No F Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf
1.08MB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 239.22KB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 0.64 acres
4g. List the total estimated linear feet of all existing streams on the property:

Approximately 448 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the project is to provide an access road for a residential development.
4i. 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 a residential development, including but not limited to roads, utilities, stormwater BMP's, and residential structures. Equipment to be
utilized will include excavators, bulldozers, pavers, Bore & Jack equipment, and other typical equipment used for land clearing, construction, excavation, and Bore & Jack sewer
installation.
4j. Please upload project drawings for the proposed project.
C101 Existing Conditions -C101 Existing Conditions.pdf 874.48KB
C201 Site Plan -C201 Site Plan.pdf 1.12MB
C301 Grading Plan -C301 Grading Plan.pdf 1.14MB
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:
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:
2018-00761
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Bob Zarzecki
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
USACE: Site visit to confirm jurisdictional waters performed by Tasha Alexander of the USACE on March 27, 2018; NCDWR: Site visit to confirm Neuse Riparian Buffers performed by
Andy Neal on February 16, 2018 (RRO #18-047).
5d1. Jurisdictional determination upload
PJD_2018-00761_01-29-2019.pdf 3.09MB
Holly Brook Subdivision_DWR RRO#18-047.pdf 2.75MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
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?
There are no future phases or additional Dept of Army authorizations needed to my knowledge.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands R Streams -tributaries W Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
Im act 1
P
2a1 Reason(?)
9-
Road Crossing - Culvert ��P
& Riprap Dissipaters
2b. Impact type * (')
2c. Type of W. *
Bottomland Hardwood Forest
2d. W. name *
W1 & W2
2e. Forested*
Yes
2f. Type of
Jurisdicition*
Both
2g. Impact
area*
0.079
(acres)
Impact 1
771
[Road Crossing-
nstruction Activity
T
Bottomland Hardwood Forest
W1 & W2
Yes
Both
0.031
(acres)
2g. Total Temporary Wetland Impact
0.031
29. Total Wetland Impact
0.110
2g. Total Permanent Wetland Impact
0.079

2h. Comments:
Temporary wetland impact will be brought back to pre -construction contours and allowed to re -vegetate with adjacent seed source.
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
145
3i. Total stream and ditch impacts:
159
31. Total temporary stream impacts:
14
3j. Comments:
Note: There is an eAsting 17 LF 18" RCP culvert within the intermittent stream, this 17 LF was subtracted from the quantified 125 LF of stream impacts
with calculations provided on sheet 1 of 4. 125 LF - 17 LF = 108 LF. Temporary stream impacts will be brought back to pre -construction stream bed
elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
S? Neuse ❑ Tar -Pamlico
❑ Catawba ❑ Randleman
❑ Goose Creek ❑ Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact 11
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact *
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
No
760
613
(?)
Jurisdiction*
length*
S1
Impact 1 -Road Crossing
Permanent
Culvert
Ur to Middle Creek
Intermittent
Both
3
108
Avenge(feet)
(Gnearfeet)
S2
Impact 1 -Road Crossing
Permanent
Rip Rap Fill
Ur to Middle Creek
Intermittent
Both
3
37
(Riprap dissipater)-
Aver�e(feet)
(Gn�rfeat)
Permanent, No Permanent
Loss
S3
Impact 1- TemporaryDewatering
7T�771
Ur to Middle Creek
Intermittent
Both
3
14
Construction Access
Averdge (feet)
(irrfeet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
145
3i. Total stream and ditch impacts:
159
31. Total temporary stream impacts:
14
3j. Comments:
Note: There is an eAsting 17 LF 18" RCP culvert within the intermittent stream, this 17 LF was subtracted from the quantified 125 LF of stream impacts
with calculations provided on sheet 1 of 4. 125 LF - 17 LF = 108 LF. Temporary stream impacts will be brought back to pre -construction stream bed
elevations and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
S? Neuse ❑ Tar -Pamlico
❑ Catawba ❑ Randleman
❑ Goose Creek ❑ Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact 11
Impact 1- Road Crossing
P
LIT to Middle Creek
No
7,851
4,419
Impact 2 -utility (Sanitary Sewer Connection)
P
LIT to Middle Creek
No
760
613
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 8,611.00
5,032.00
Zone 1
Zone 2
Total combined buffer impacts: 8,611.00
5,032.00
61. Comments:
Note that the eAsting drive was not included as new buffer impacts.
Supporting Documentation
EX -01 -Stream Crossing 11x17 -Stream Crossing Exhibit.pdf 753.86KB
EX -01 -Stream Crossing 11x17 -Stream Crossing Profiles.pdf 291.09KB
EX 01_Stream Crossing 11x17 -Culvert Details.pdf 1.07MB
EX -01 -Stream Crossing 11x17 -Crossing Details 2.pdf 2.29MB
E. Impact Justification and Mitigation Qj�
1. Avoidance and Minimization

Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify natural resources so that impacts
could be avoided & minimized to the mabmum extent practicable. Proposed impacts include one (1) road crossing and one (1) sanitary sewer
connection. Impact 1 is a proposed road crossing necessary for access to the property from Brooks Cross Drive. Proposed impacts include permanent
and temporary intermittent stream impacts, permanent and temporary wetland impacts, and riparian buffer impacts. Additionally, permanent, no
permanent stream impacts have been quantified for the riprap dissipaters needed at the inlet and the outlet of the stream crossing. The stream
crossing is necessary for access to the new development, the eAsting driveway does not meet the Town of Cary standards for a subdivision road
design. Stream, wetland and riparian buffer impacts have been minimized by utilizing head walls and retaining walls, and by utilizing the existing culvert
crossing location. Impact 2 is a proposed sanitary sewer connection to an existing manhole. This impact is requesting riparian buffer impacts only and
has avoided wetlands and streams. This connection has been designed at a near perpendicular angle to minimize riparian buffer impacts. Temporary
wetland impact will be brought back to pre -construction contours and allowed to re -vegetate with adjacent seed source. Temporary stream impacts will
be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Per the project engineer: Pump around will be used, erosion and sedimentation control measures will be in place up slope from crossing to minimize
impact of sediment on stream
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 impacts to jurisdictional waters of the US/State have been minimized and are below 150 linear foot, the compensatory mitigation threshold typically required by the
USACE-Raleigh Regulatory Field Office.
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
What type of SCM are you providing?
r Level Spreader
F_ Vegetated Conveyance (lower SHWT)
F- Wetland Swale (higher SHWT)
R Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
Post -Development Drainage Area Map 060518ver13-Post Drainage.pdf 659.05KB
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:
V Local Government r State
Local Government Stormwater Programs
ra Phase II 17 NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Town of Cary
Comments:
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 (15A NCAC 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 Chandler Cove project is a residential development. Additionally, the project is located within the Town of Cary
jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1)
the Neuse River Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer area, in addition
to "diffuse flow' requirements and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; 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 No C PYA
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.
Non -discharge; Wastewater will be treated at South Cary WRF; Appropmately 5.4 MGD
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?*
C Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
C Yes r No
5f. Will you cut anytrees 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?
C Yes r No
Sh. 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?
North Carolina Natural Heritage Program, 2019. Geographic Information System (GIS) data, NCDNCR, Raleigh, NC. Available at http://www.ncnhp.org/.
(Accessed: March 28, 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?*
C Yes O 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 was referenced on March 28, 2019. No historic listings, study list entries, or
determined eligible listings were identified within the property.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
O Yes O No
8c. What source(s) did you use to make the floodplain determination?*
The NC Floodplain Mapping Program's Flood Risk Information System was referenced.
Miscellaneous +
Comments
Miscellaneous attachments not previously requested.
Signature
m 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
5/16/2019

Environmental Consultants,
8412 Falls of Meuse Road, Suite 104, Raleigh, NC27615 • Rhone: [phone]+ Fax: [phone]
%andec.coin
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: HOLLY BROOK SUBDIVISION S&EC Project 4
Date: 2018
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander Field Office: USACE 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 (SBE[) 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 5&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 5&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Address:- U ' ralbM Circle. Cary, Wake Co.. NC Project Area: +/. 12429 acres PIN Na.: 0750844738
Deed: Book016698.T 2287 Lat/Long:33.686780,'-078.806558
Watershed: Unnamed Tributary to Middle Creek, 27-43-1544). "C:NSW ', Neuse 03020201 (QWside Falls Lake)
PROPERTY OWNER INFORMATION:
Name: Holly Brook Homeowners Association, Inc.
Address: PO Box 79032, Charlotte, NC 28271-0030
Phone No.. ( ) Fax No.: ( ) Mobile No.: ( )
Email:
Prope Owner (pleas print) Date
Property Owner Signature
We hereby certify the above Information submitted in this application is true and accurate f
Me best of our knowledge,

Project Number:
BZProject Manager:
1" = 1000'Scale:
1/31/18Date:
Map Title:
Source:
Figure 2 - Soil Survey Map
Holly Brook
Wake County, NC
Wake County
Soil Survey Sheet 75
¯0 500 1,000
Feet
13413.W1

Project Number:
BZProject Manager:
1" = 1000'Scale:
1/31/18Date:
Map Title:
Source:
Figure 1 - USGS Map
Holly Brook
Wake County, NC
NC USGS
Apex Quadrangle
¯0 1,000 2,000
Feet
13413.W1
Monitoring
Well
S89° 09' 22"E 308.93'N12° 42' 25"E 1047.81'S48° 25' 05"W 110.00'S17° 03' 39"W 195.00'S00° 16' 38"E 378.96'S
3
7
°

1
2
'

5
9
"
E
6
7
.
1
4
'
S32° 3
4
'

3
9
"
E

2
0
3
.
0
1
'S47° 18' 57"W161.15'S62° 05' 09"W111.08'L1C1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19S64° 4
6
'

5
2
"
E
122.09'
S56
°

0
0
'

2
2
"
E
81.1
4
'
EX 8" DIP WATER
EX 8" DIP WATEREX HYDRANT ANDBLOWOFF AT ENDOF LINEBROOK CROSS DR60' PUBLIC R/W
CORALBERRY CIR
60' PUBLIC R/WHOLLY BROOK HOA INCPIN: 0750844738DB: 16698 / PG: 228712.29 ACZONING: R-12USE: VACANTDAVID & ANGELA WILLIAMSPIN: 0750841427DB: 5480 / PG: 4120.69 ACCHRISTOPHER J. FALLER,RACHEL E. WILLIAMSPIN: 0750749497DB: 16123 / PG: 110.69 ACPHYLLIS C. PEGRAMPIN: 0750748656DB: - / PG: -0.69 ACZONING: R-20USE: RESIDENTIALCALVIN & RITA HELMSPIN: 0750748861DB: 12025 / PG: 10210.84 ACZONING: R-20USE: RESIDENTIALWILLIAM & JANET WHITTAKERPIN: 0750759077DB: 5560 / PG: 4400.69 ACZONING: R-20USE: RESIDENTIALJOSE PINA & MA ELENA LOPEZPIN: 0750850204DB: 15648 / PG: 12350.78 ACZONING: R-20USE: RESIDENTIALBRITTANY DONLEY &JAMIE G. THADANIPIN: 0750850434DB: 9120 / PG: 23480.77 ACZONING: R-20USE: RESIDENTIALROBERTO ZUNIGA &ROSA M. BAUTISTAPIN: 0750850578DB: 15488 / PG: 25100.69 ACZONING: R-20USE: RESIDENTIALEMIL M. SARAGAPIN: 0750853745DB: 10925 / PG: 20781.33 ACZONING: R-12USE: RESIDENTIALHOLLY BROOK HOA INCPIN: 0750857190DB: 4205 / PG: 2966.26 ACZONING: R/RUSE: VACANTHOLLY BROOK HOA INCPIN: 0750847423DB: 4205 / PG: 2964.20 ACZONING: R/RUSE: VACANTTHOMAS & JODIE LEMMONPIN: 0750844354DB: 5610 / PG: 4820.70 ACZONING: R-20USE: RESIDENTIALADAM MORRISPIN: 0750843411DB: 17043 / PG: 9580.69 ACZONING: R-20USE: RESIDENTIALEX TOP OF BANKEX TOP OF BANK
EX T
O
P

O
F

B
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KGENERAL CONDITIONS NOTES1.PROJECT IS LOCATED IN THE MIDDLE CREEK WATERSHED, A TRIBUTARY OF THE NEUSE RIVER.2.EXISTING CONDITIONS DETERMINED BY ON SITE INVESTIGATION AND REVIEW OF WAKE COUNTYGEOGRAPHIC INFORMATION SYSTEMS.3.PARCEL IS ENTIRELY WOODED. ONLY CHAMPION TREES AS SHOWN IN THE TREE SURVEY ARESHOWN FOR CONTRAST AND CLARITY.CURVE TABLETAGLENGTHRADIUSDELTACHORD DIRECTIONCHORD LENGTHC149.44'260.7110.87S23°13'28"E49.37'LINE TABLETAGDIRECTIONLENGTHL18.88'L2S44°01'25"E48.16'L3N23°03'32"W55.00'L4N62°02'02"W50.00'L5N71°00'35"W60.00'L6S74°48'31"W74.74'L7S47°18'40"W55.30'L8S19°19'33"W80.00'L9S23°09'10"W38.74'L10N77°31'51"W30.00'L11N25°26'32"E45.00'L12N13°52'43"E60.00'L13N28°26'34"W65.00'L14N32°48'03"W59.99'L15N72°05'13"W65.00'L16N78°47'16"W62.66'L17S53°23'48"W9.41'L18S53°23'48"W10.60'L19N71°57'09"W78.57'WETLANDSWETLANDS50'50'50'50'50' NEUSE RIVERRIPARIAN BUFFER EX SAN SEWEREX
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20'CHAMPION TREE 332" RED OAKCHERYL & DAVID DUNNPIN: 0750854592DB: 44465 / PG: 1050.24 ACZONING: R-8USE: RESIDENTIALROBERT & AMANDA OLEJNICZAK
PIN: 0750841231
DB: 16812 / PG: 636
1.12 AC
ZONING: R-20
USE: RESIDENTIAL BRUCE & LINDA MACRAEPIN: 0750856730DB: 6097 / PG: 750.69 ACZONING: R-30USE: RESIDENTIALHOLLY BROOK HOMEOWNERSASSOCIATION INCPIN: 0750950567DB: 16698 / PG: 22871.06 ACZONING: R/RUSE: VACANTEX STRUCTUREWITHIN 100'OF PROPERTYBOUNDARY, TYPEX STRUCTURE WITHIN 100'OF PROPERTY BOUNDARY, TYPEX STRUCTURE WITHIN 100'OF PROPERTY BOUNDARY, TYP30' ZONE 1 BUFFER20' ZONE 2 BUFFER100' NEUSE RIVERRIPARIAN BUFFER100'50.00'50' NEUSE RIVERRIPARIAN BUFFEREX PROPERTY BOUNDARYPER BM 1992 PG 1099TO BE RECOMBINEDEX PROPERTY BOUNDARYPER BM 1992 PG 1099TO BE RECOMBINEDEX PROPERTY BOUNDARYPER BM 1992 PG 1099TO BE RECOMBINEDEX PROPERTY BOUNDARYPER BM 1992 PG 1099TO BE RECOMBINED00100501"=50'50N
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WTOWN OF CARY APPROVAL STAMPDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.SHEETDate:Project Engineer:Checked By:DEVELOPMENT PLAN----CHANDLER COVE01.28.2019REVISED ON311.08.2018REVISED ON209.18.2018REVISED ON1FOR CONSTRUCTIONNOT RELEASEDPRELIMINARY
CARY, NC 27539
0 CORALBERRY CIRCLE C101 .17053906.14.2018TSSTSS RAJ
EXISTING CONDITIONS
PROJECT NO. 18-DP-0843
CHANDLER COVE
DEVELOPMENT PLAN
1" = 50'SCALEPROPERTY BOUNDARYPROPERTY BOUNDARYJOHN & DONNA BALDWINPIN: 0750855455DB: 006490 / PG: 6800.19 ACZONING: R-8USE: RESIDENTIALJODY & PAIGE HATTOPIN: 0750856433DB: 008861 / PG: 23120.19 ACZONING: R-8USE: RESIDENTIALDOMINIC & TAYLORBASILIOPIN: 0750855394DB: 017041 / PG: 25130.19 ACZONING: R-8USE: RESIDENTIALCHAMPION TREE 133" POPLARCRZ = 1,336 SQ. FTCHAMPION TREE 232.5" POPLARCRZ = 1,296 SQ. FT17.4 LF EXISTING 18" CULVERT30' ZONE 1 BUFFER20' ZONE 2 BUFFER50' ZONE 3 BUFFERWETLAND W1WETLAND W2WETLAND W3STREAM ASTREAM BWETLAND W4
Monitoring
Well
EX 8" DIP WATER
EX 8" DIP WATEREX HYDRANT ANDBLOWOFF AT ENDOF LINE
60.28 AC(12,082 SF)190.29 AC(12,691 SF)160.28 AC(12,242 SF)10.33 AC(14,389 SF)20.28 AC(12,061 SF)30.28 AC(12,047 SF)40.28 AC(12,059 SF)50.28 AC(12,071 SF)70.28 AC(12,094 SF)80.28 AC(12,106 SF)180.28 AC(12,287 SF)90.30 AC(12,991 SF)100.48 AC(20,726 SF)260.28 AC(12,090 SF)240.28 AC(12,398 SF)130.29 AC(12,502 SF)250.30 AC(12,866 SF)110.28 AC(12,141 SF)120.32 AC(13,734 SF)150.27 AC(11,681 SF)170.28 AC(12,018 SF)210.28 AC(12,360 SF)200.28 AC(12,150 SF)335' SDT290' SDT280' SDT240' SDT92.40'130.44'92.40'130.57'
11.24'29.47'108.32'140.11'124.85'16.97'40.12'92.00'C221.56'130.32'92.40'92.40'92.40'92.40'130.70'92.40'92.40'130.82'
130.95'92.40'92.40'92.40'92.40'131.08'126.98'C1258.91'19.64'78.57'134.33'C1
3
118.84'128.90'32.45'58.91'21.14'208.34'5
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C16
80.00'117.23'49.44'0.20'2
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'180.76'7.81'112.55'59.94'74.74'52.09'C2496.18'C22C2128.27'133.67'100.92'79.26'21.36'88.19'139.46'88.00'95.00'16.37'C1
465.68'70.00'135.00'110.00'C590.00'135.00'117.09'38.31'
C11 23.79'5.39'39.36'C9111.75'49.5
8
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'47.46'22.64'17.82'39.30'
22.4
7
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8.88'
74.02'100.00'55.00'80.00'C6105.00'C475.00'130.00'93.00'130.00'38.00'22.
0
1
'29.01'95.97'140.28 AC(12,020 SF)230.28 AC(12,178 SF)220.28 AC(12,245 SF)200'SSD200'SSD2
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184'SSD54.
9
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'94.82'20.05'39.92'C36C37C109.04
'156.25'R20'
R20'
4'3'
30'BP: 10+00.00PI: 12+99.25BP: 9+50.00PC: 10+91.07
PT: 13+43.83
PC: 19+32.25
PT: 20+95.56PI: 22+90.38R20'R20'S89° 09' 22"E 308.93'S47° 18' 57"W161.15'S62° 05' 09"W111.08'L1C1EX 8" DIP WATEREX HYDRANT ANDBLOWOFF AT ENDOF LINE1280' SDT240' SDT124.85'16.97'4'3'BP: 9+50.00PC: 10+91.07R20'R20'00100501"=50'50BROOK CROSS DR60' PUBLIC R/W
CORALBERRY CIR
60' PUBLIC R/W EX TOP OF BANKEX TOP OF BANK
EX TO
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KCHANDLER COVE WAY50' PUBLIC R/WCHANDLER CREEK PLACE
50' PUBLIC R/W
STORM BMPPOND LOCATIONCHANDLER COVE WAY50' PUBLIC R/WN
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W 50'50'50'50'COMPACTEDSUBGRADE8" C.A.B.C.3" SF9.5ASURFACE COURSE50' R/W SUBDIVISION LOCALTYPICAL SECTIONNOT TO SCALE50' R/W27' B/C50' R/W27' B/C50' R/W27' B/CR25' TYP50'
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30'30' TOC SANITARYSEWER EASEMENT6' PEDESTRIAN WALKWAY CONNECTION30' SANITARY SEWER EASEMENT30' TOC SANITARY SEWER
EASEMENT 30'20'PROPOSED 20' TOC SANITARYSEWER EASEMENT 20' STORM WATER EASEMENT30'30' PEDESTRIAN ACCESS EASEMENTOPEN SPACEHCAHCAHCA25' REAR SETBACK, TYP.20' FRONT BLDGSETBACK, TYP.20' FRONT BLDGSETBACK, TYP.25' REAR SETBACK, TYP.10' INTERIORSIDE SETBACK, TYP.20' FRONT BLDGSETBACK, TYP.20' FRONT CORNERSETBACK, TYP.25' REARSETBACK, TYP.25' REARSETBACK, TYP.20' TYPE BBUFFER, TYP.10' INTERIORSIDE SETBACK, TYP.20' TYPE BBUFFER, TYP.25' REARSETBACK, TYP.50' NEUSE RIVERRIPARIAN BUFFERWETLANDSWETLANDSCBU LOCATIONPROPOSED WALL "B"NOTES:1.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.2.ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENTS. THIS INCLUDESRETAINING WALLS AND THE CBU IF LOCATED WITHIN A STRUCTURE.3.WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS SHOULD BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARY AND NCDOTSTANDARDS AFTER THE LOCATIONS OF THE PROPOSED STOP BARS AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.4.PROJECT MAY REQUIRE A PRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING PERMIT IS ISSUED.5.A DESIGN MODIFICATION LETTER FOR CHAMPION TREE #3 IS INCLUDED WITH THIS SUBMITTAL. A LETTER REQUESTING A DESIGN MODIFICATION FOR THE REMOVAL OF THESURVEYED CHAMPION TREE #3 IS INCLUDED IN THIS SUBMITTAL. CHAMPION TREE REMOVAL IS TO OCCUR AT A LATER DATE WITH THE DEVELOPMENT OF THE SINGLE FAMILYRESIDENTIAL LOTS. BY THE TIME OF REMOVAL, EQUATABLY-SIZED TREES WILL BE EITHER PRESERVED OR PLANTED IN ACCORDANCE TO TOWN OF CARY STANDARDSPECIFICATIONS TO MITIGATE THE LOSS OF CHAMPION TREE #3.H/C20' TYPE BBUFFER, TYP.2' MINIMUM SHOULDER, TYPR55'R44'R55'R44'TOWN OF CARY APPROVAL STAMPDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.SHEETDate:Project Engineer:Checked By:DEVELOPMENT PLAN----CHANDLER COVE01.28.2019REVISED ON311.08.2018REVISED ON209.18.2018REVISED ON 106.14.20181ST SUBMISSION0FOR CONSTRUCTIONNOT RELEASEDPRELIMINARY
CARY, NC 27539
0 CORALBERRY CIRCLE C201 .17053906.14.2018TSSTSSRAJRAJ
SITE PLAN
PROJECT NO. 18-DP-0843
CHANDLER COVE
DEVELOPMENT PLAN
1" = 50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG RSCALEEACH LOT IS TO BE CLEARED INDIVIDUALLY AFTER THE BUILDING PERMIT IS ISSUED. IFMULTIPLE LOTS ARE TO BE CLEARED SIMULTANEOUSLY AFTER THE BUILDING PERMITS AREISSUED AND THE COMBINED DENUDED AREA IS OVER 12,000 SQ. FT., AN EROSION CONTROLPLAN WILL HAVE TO BE SUBMITTED AND GRADING PERMIT ISSUED BEFORE THIS CLEARINGBEGINS.20'TOC PUBLIC UTILITYEASEMENT10' TYPE B LANDSCAPEBUFFER10' TYPE B LANDSCAPEBUFFERHCAPROPOSED WALL "A"10' TYPE BLANDSCAPEBUFFER10' TYPE BLANDSCAPEBUFFER20' B/C29' REARSETBACK100'LOT CREDIT AREA (2,164 SF) OF 100' RIPRARIAN BUFFERAPPORTIONED TO HELP MEET THE MINIMUM LOT AREAREQUIREMENT FOR LOT 15. THIS AREA IS NOT PART OF LOT 15.TOWN OF CARY STANDARDCONCRETE CURB AND GUTTERDETAIL 03000.02TOWN OF CARY STANDARDCONCRETE CURB AND GUTTERDETAIL 03000.0220'2,570 SF COMMUNITYGATHERING SPACEBENCH ANDBIKE RACKHCAHCA52' R/W10'100-YEAR FLOODPLAIN2 FT BUILDING RESTRICTION LINE10'REAR SETBACK IS 10' FROM PROPERTY LINE DUE TOREDUCTION IN LOT AREA AS ALLOWED BY STATE LAW.CROSS WALKPEDESTRIAN CROSSING SIGNCURB RAMPPEDESTRIAN CROSSING SIGNCROSS WALKSTOP SIGNSTORMWATEREASEMENTCURB RAMPCROSS WALKCROSS WALKSTOP SIGNCURB RAMP20'x20' TEMPORARY CONSTRUCTION EASEMENT, TYP BOTH SIDESFIRE HYDRANT EASEMENT, TYPFIRE HYDRANT EASEMENT, TYPFIRE HYDRANT EASEMENT, TYPSCM EASEMENTCHAMPION TREE 133" POPLARCRZ = 1,336 SQ. FTCHAMPION TREE 232.5" POPLARCRZ = 1,296 SQ. FTPROPOSED WALL "C"CHAMPION TREE 2DISTURBANCE INCRZ = 306 SQ. FT (23.6 %)12 ' DIA.PRE-MANUFACTUREDWOOD GAZEBO W/BENCHESPROPOSEDWALL "D"0160801"=80'80SCALEINTERSECTION SIGHT DISTANCEBROOK CROSS DRSCALE 1"=80'NSEW42" SAFETY RAIL, TYP42" SAFETY RAIL, TYPTEMPORARY CONSTRUCTION EASEMENT, TYPFOR OFFSITE GRADING30' ZONE 1 BUFFER20' ZONE 2 BUFFER30' ZONE 1 BUFFER20' ZONE 2 BUFFER50' ZONE 3 BUFFERWETLAND W1WETLAND W2WETLAND W3STREAM AWETLAND W4STREAM BLIMITS OF DISTURBANCE
MonitoringWell
EX 8" DIP WATER
EX 8" DIP WATEREX HYDRANT ANDBLOWOFF AT ENDOF LINE
CB 26A (5' CB)CB 26 (5' CB)CB 27ACB 27CB 12ACB 18ACB 11DI 10CB 25CB 25ACB 28CB 28ACB 9CB 9ACB 8CB 29CB 29ACB 7CB 30DBL CB 30ADBL CB 31DBL CB 31ACB 6CB 6ACB 24ACB 24CB 5CB 5AHW 101HW 101ACB 23CB 4HW 100AHW 100DBL CB 3DBL CB 22DI 2DI 21HW 1HW 20O1HW 3042042542543
0430430435
435440445445445445 410410
41
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415415410415420425430415'420'425'425'425'430'430'430'435'435'440'440'445'4
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'430'430'435'435'440'440'445'445'450'450'425425430430435435BROOK CROSS DR60' PUBLIC R/W
CORALBERRY CIR
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WEX TOP OF BANKEX TOP OF BANK
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CHANDLER COVE WAY50' PUBLIC R/WCHANDLER COVE WAY50' PUBLIC R/WPROPOSED WALL "B"BY OTHERSKNOW WHAT IS BELOWCALL BEFORE YOU DIG RTOWN OF CARY APPROVAL STAMPDesigned By:Bateman Civil Survey Company
Engineers Surveyors Planners
2524 Reliance Avenue, Apex, North Carolina 27539
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378Drawn By:Scale:Project Number:REVISIONSDESCRIPTIONSREV.NO.SHEETDate:Project Engineer:Checked By:DEVELOPMENT PLAN----CHANDLER COVE01.28.2019REVISED ON 311.08.2018REVISED ON209.18.2018REVISED ON1FOR CONSTRUCTIONNOT RELEASEDPRELIMINARY
CARY, NC 27539
0 CORALBERRY CIRCLE C301 .17053906.14.2018TSSTSSRAJRAJ
GRADING PLAN
PROJECT NO. 18-DP-0843
CHANDLER COVE
DEVELOPMENT PLAN
1" = 50'KNOW WHAT IS BELOWCALL BEFORE YOU DIG R00100501"=50'50SCALETOWN OF CARY APPROVAL STAMPNOTES1.STREETS IN D BARRELS MUST BE ON SITE PRIOR TO THE ISSUING OF A GRADING PERMIT.2.THIS DEVELOPMENT IS A HIGH-DENSITY OPTION USING A WET POND.3.ALL PROPOSED STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF CARYSTANDARD SPECIFICATIONS.4.A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENTPROGRAM OR AN APPROVED NUTRIENT OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND THE LOCAL GOVERNMENTSTATING THE NITROGEN BUY DOWN HAS BEEN COMPLETED.5.THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION ISSCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THEFINAL INSPECTION FOR THE SITE.6.TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED AREA(S) WITHOUTWRITTEN AUTHORIZATION OF THE TOWN'S ZONING COMPLIANCE STAFF. ANY ACTIVITY (LANDSCAPING, FENCING OR UTILITY INSTALLATION)SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THETOWN'S ZONING COMPLIANCE STAFF. ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTIONAREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH THE LANDDEVELOPMENT ORDINANCE.100' NEUSE RIVERRIPARIAN BUFFER100'SCM EASEMENTTREE PROTECTIONFENCE, TYPTREE PROTECTIONFENCE, TYP
PROPOSED WALL "A"(BY OTHERS)20'x20' TEMPORARY CONSTRUCTIONEASEMENT, TYP BOTH SIDES100-YEAR FLOODPLAIN2 FT BUILDING RESTRICTION LINETEMPORARY CONSTRUCTIONEASEMENT, TYP FOROFFSITE GRADINGEX TOP OF BANKEX TO
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CHANDLER CREEK PLACE
50' PUBLIC R/W
50' R/W27' B/C30' TOC SANITARYSEWER EASEMENT30' SANITARY SEWER EASEMENT30' TOC SANITARY SEWER
EASEMENT 30.00' 20' STORM WATER EASEMENTHCA50' NEUSE RIVERRIPARIAN BUFFERWETLANDSH/CHCAHCAHCAPROPOSED WALL "C"SEGMENTAL BLOCK(BY OTHERS)PROPOSED WALL "D"(BY OTHERS)TW: 419BW: 419TW: 423BW: 419TW: 422BW: 418TW: 431BW: 431TW: 430BW: 425TW: 433BW: 427TW: 435BW: 4356' PEDESTRIAN WALKWAY CONNECTION20.00'PROPOSED 20' TOC SANITARYSEWER EASEMENT30.00'30' PEDESTRIAN ACCESS EASEMENTOPEN SPACE20.00'TOC PUBLIC UTILITYEASEMENT20.00'SILT FENCE, TYPTREE PROTECTION FENCE, TYP30' ZONE 1 BUFFER20' ZONE 2 BUFFER30' ZONE 1 BUFFER20' ZONE 2 BUFFER50' ZONE 3 BUFFERWETLAND W1WETLAND W2WETLAND W3STREAM AWETLAND W4STREAM BLIMITS OF DISTURBANCE
Water Resources
ENVIRONMENTAL QUALITY
February 16, 2018
Ann Vawter
Holly Brook Homeowners Association, Inc.
P.O.'Box 79032
Charlotte, NC 28271
ROY COOPER
Governor
MICHAEL S. REGAN
Secretaly
LINDA CULPEPPER
Interim Director
Subject: Buffer Determination Letter
RRO #18-047
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
Stop@
F-1 Tar -Pamlico (15A NCAC 2B.0259)
❑ Intermittent/Perennial Determination (where local buffer
A
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
X Throughout
(governmental and/or interjurisdictional
projects)
Project Name:
Address/Location:
Stream(s):
Holly Brook Subdivision
Between Holly Brook Drive and Brook Cross Drive, Apex, NC
Middle Creek
Determination Date: 02/16/2018 .
Staff. Andy Neal
Stream_
E/I/P*.
Not Subject
Subject Start@
Stop@
Soil
Survey
USGS
To o
A
X Throughout
X
*E111P = Ephemeral/Intermittent/Perennial
Explanation: The stream(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
stream that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams
that are checked "Subject" have been located on the property and possess characteristics that qualify it to be at least
an intermittent stream. There maybe other streams located on the property that do not show up.on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
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 2 7699-1617. If sending via
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/�vq/,tps
1628 Mail Service Center, Raleigh, NC 27699-1623Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, :NC 27609 Fax: [phone]

delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street, Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, 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 a questions regard' dete mation, please feel free to contact Andy Neal at [phone].
Si cerely,
Danny Smith
Supervisor, ater Quality Regional Operations Center
cc: RRO DWR File Copy
Dan McCauley, S&EC [diziccauley,n:sandec.com]

18-047: Holly Brook Subdivision
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ILegend:
Approximate Site Boundary:
Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only ::

18-047: Holly Brook Subdivision
os STATE' o-
Legend: may` wx
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary: 4
Locations are approximate and are provided for reference only
.�Q4Uw.

EX 8" DIP WATER10.33 AC(14,389 SF)20.28 AC(12,061 SF)3200'SSD
4304284324
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VICINITY MAPBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, NC 27539 Ph: 919.577.1080 Fax: [phone]www.batemancivilsurvey.com [e-mail] Firm No. C-2378MAGNETICROAD CROSSING IMPACT EXHIBITCHANDLER COVE0 CORALBERRY CIRCLECARY, NC 27539DATE:04/30/2019DRAWN BY:LEG0401"=40'4080IMPACT 1 EXHIBITEXISTING WETLAND 1PROPOSED WETLAND FILLCLASS I RIP RAP10' W x 16' L X 14" DEPTHALIGNED WITH STREAM CLFLUSH WITH EXISTING STREAM BEDCLASS I RIP RAP10' W x 16' L X 14" DEPTHALIGNED WITH STREAM CLFLUSH WITH EXISTING STREAM BED(2) 48" RCP CLASS IVO-RING GASKET PIPECONCRETE HEADWALLSEE NCDOT DETAILCONCRETE HEADWALLSEE NCDOT DETAILSTREAM CL & BANK DELINEATIONLIMITS OF DISTURBANCE (TYP.)EXISTING CONTOUR (TYP. 2' INTERVAL)PROPOSED CONTOUR (TYP. 2' INTERVAL)30' ZONE 1 NCDWQ NEUSE RIPARIAN BUFFER (TYP.)20' ZONE 2 NCDWQ NEUSE RIPARIAN BUFFER (TYP.)PROPOSED ZONE 1 FILLPROPOSED ZONE 2 FILL50' NEUSE RIPARIAN BUFFER207'SEGMENTAL BLOCK RETAINING WALLMAGNETICZONE 1 ROAD IMPACT = 7,851 SF (0.18 AC)ZONE 2 ROAD IMPACT = 4,419 SF (0.10 AC)EXISTING WETLANDSPERMANENT WETLAND IMPACT (WETLAND 1) = 1,184 S.F. (0.027 AC.)PERMANENT WETLAND IMPACT (WETLAND 2) = 2,252 S.F. (0.052 AC.)TOTAL = 3,436 S.F. (0.079 AC.)NCDWQ NEUSE RIPARIAN BUFFERSTREAM CLLENGTH OF IMPACT =125 LINEAR FEET - 17 LINEAR FEET (EXISTING) =108 LINEAR FEETEXISTING GRAVEL ROAD17.4 LF EXISTING 18" RCPCULVERT1,429 SF EXISTING IMPERVIOUS822 SF ZONE 1607 SF ZONE 2EXISTING WETLAND 2PROPOSED CONTOUR (TYP. 2' INTERVAL)PROPOSED ZONE 1 UTILITY IMPACTPROPOSED ZONE 2 UTILITY IMPACTEXISTING SANITARYSEWER MANHOLE (TYP)30' ZONE 1 NCDWQ NEUSE RIPARIAN BUFFER (TYP.)20' ZONE 2 NCDWQ NEUSE RIPARIAN BUFFER (TYP.)50' NEUSE RIPARIAN BUFFERZONE 1 UTILITY IMPACT (IMPACT 2) = 760 SF (0.02 AC)ZONE 2 UTILITY IMPACT (IMPACT 2) = 613 SF (0.01 AC)IMPACT 2 EXHIBIT1230' TOWN OF CARY UTILITY EASEMENT20' TOWN OF CARYUTILITY EASEMENTTEMPORARY WETLAND IMPACTTEMPORARY WETLAND IMPACTPERMANENT STREAM IMPACT =125 LF (475 SF)TEMPORARY STREAM IMPACT= 14 LF (50 SF)TEMPORARY WETLAND IMPACT (WETLAND 1) = 490 S.F. (0.011 AC.)TEMPORARY WETLAND IMPACT (WETLAND 2) = 860 S.F. (0.020 AC.)TOTAL = 1,350 S.F. (0.031 AC.)LIMITS OFDISTURBANCE(TYP.)PERMANENT-NO PERMANENT LOSS(RIPRAP DISSIPATERS - 395 SF, 37 LF)
CAST IN PLACE CONCRETE HEADWALL DETAILBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, NC 27539 Ph: 919.577.1080 Fax: [phone]www.batemancivilsurvey.com [e-mail] Firm No. C-2378CULVERT DETAILSCHANDLER COVE0 CORALBERRY CIRCLECARY, NC 27539DATE:03/14/2019DRAWN BY:LEG
ROAD CL PROFILEPIPE CL PROFILE8" PVC WATER MAIN(2) 48" CLASS IV RCPO-RING GASKETPROPOSED GRADEEXISTING GRADE16.00'113.63'CONCRETE HEADWALL (TYP.)SEE NCDOT DETAIL100 YR. FLOOD EL. = 423.1'100 YR. FLOOD EL. = 423.1'16.00'SEGMENTAL BLOCK RETAINING WALLBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, NC 27539 Ph: 919.577.1080 Fax: [phone]www.batemancivilsurvey.com [e-mail] Firm No. C-2378ROAD CROSSING PROFILESCHANDLER COVE0 CORALBERRY CIRCLECARY, NC 27539DATE:03/14/2019DRAWN BY:LEGCLASS I RIP RAP10' W x 16' L X 14" DEPTHALIGNED WITH STREAM CLFLUSH WITH EXISTING STREAM BEDCLASS I RIP RAP10' W x 16' L X 14" DEPTHALIGNED WITH STREAM CLFLUSH WITH EXISTING STREAM BED
RIP RAP CHANNEL DETAILBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, NC 27539 Ph: 919.577.1080 Fax: [phone]www.batemancivilsurvey.com [e-mail] Firm No. C-2378CULVERT DETAILSCHANDLER COVE0 CORALBERRY CIRCLECARY, NC 27539DATE:03/14/2019DRAWN BY:LEG
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WPRELIMINARYNOT FOR SALES OR CONVEYANCESBateman Civil Survey Company, PC Engineers Surveyors Planners 2524 Reliance Avenue, Apex, NC 27539 [phone] NCBELS C 2378POST DEVELOPMENT DRAINAGE AREAS LEGEND: