20210212 Ver 1_Meeting Request Review_20210128

ID#* 20210212
Version* 1
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 1/28/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Deborah Shirley
[e-mail]
Kennebec Crossing
TBM Partners, LLC (Attn: Joe Cebina)
Wake
Owner Address: Street Address
6131 Falls of Neuse Road, Suite 300
Address Line 2
aty State / Frovince / Region
Raleigh NC
Rbstal/Zip Code Country
27609 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.

This project is a proposed mixed use single-family and multi -family
residential development located at 9725 Kennebec Church Road in
Angier, NC. The project is about 28 acres. Existing conditions onsite
consists primarily of wooded and agricultural land with a house adjacent
to Kennebec Church Road. The project will result in the construction of
residential lots, roadway infrastructure, utilities, and SCMs with possible
impacts to wetlands/streams. Kennebec Church Road bisects the north
section of the property from the southern section.
Please give a couple of dates you are available for a meeting.
1 /29/2021
2/1 /2021
2/2/2021
2/3/2021
2/4/2021
Please attach the documentation you would like to have the meeting about.
Kennebec Crossing C3.0 Site Plan.pdf 801.51 KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
t 543 t�C' �f� •�- ,Pt�, S� try
Submittal Date 1/28/2021
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

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NOTE-- Omina" easemar& may be squared I& accomodale drainoga hayond ,he righl--cf-way_
FIGURE 3
RECOMMENDED ROAD CONNEXION TO MATE MAINTAINED SYSTEM
NEW R SIOENVAL LOCAL ROAD ORRESIDENTIAL
COLLECTOR ROAD WI -11 CURB & GUTTER AND
EXISTING STATE AWNTAIN9113 ROAD WITH
SHOULDER SECTI0f4
GENERAL NOTE:
• BOUNDARY AND TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY BY ESP ASSOCIATES, INC. ENTITLED "ALTA/NSPS
LAND TITLE SURVEY: RUTH DUPREE PETREAAND WILLIAM A. DUPREE III PROPERTY AND DEWEY R. BLALOCK JR. AND BRENDA
W. BLALOCK PROPERTY" DATED 07/31/2020.
• WETLAND INFORMATION OBTAINED FROM SURVEY BY ESP ASSOCIATES, INC. ENTITLED "WETLAND DELINEATION MAP: RUTH
DUPREE PETREA AND WILLIAM A. DUPREE III PROPERTY" DATED 06/02/2020.
FLOODPLAIN INFORMATION:
• FLOODPLAIN INFORMATION OBTAINED FROM FEMA FIRM PANEL 3720067400K AND 3720067500K EFFECTIVE DATE OF STUDY
10/03/2006
STREAM/WETLAND INFORMATION
• WETLAND AND STREAM INFORMATION OBTAINED FROM SURVEY BY ESP ASSOCIATES, INC. ENTITLED "WETLAND DELINEATION
MAP: RUTH DUPREE PETREA AND WILLIAM A. DUPREE III PROPERTY" DATED 06/02/2020, AND ACCOMPANYING WETLAND
INFORMATION PROVIDED IN "WETLAND SKETCH MAP, 9725 KENNEBEC CHURCH ROAD, WAKE COUNTY, NC" BY S&EC DATED
01 /29/2020.
SITE NOTE:
• AREA DEPICTED AS STORMWATER CONTROL MEASURES (SCM) HEREON ARE FOR INFORMATIONAL PURPOSES ONLY - SIZE
AND SHAPE WILL BE PROVIDED ON CONSTRUCTION DRAWINGS AND ARE SUBJECT TO CHANGE BASED UPON FINAL
ENGINEERING DESIGN. STORMWATER MANAGEMENT PLAN AND DESIGN CALCULATIONS WILL BE INCLUDED WITH
CONSTRUCTION DRAWING SUBMITTAL AND MUST BE APPROVED BY THE APPROPRIATE AGENCY PRIOR TO CONSTRUCTION.
DRAINAGE EASEMENTS FOR SCM'S AND RESPONSIBLE MAINTENANCE ENTITY WILL BE PROVIDED AT TIME OF FINAL PLAT.
• UTILITY LOCATIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY. FINAL LAYOUT AND ENGINEERING DESIGN
OF PUBLIC UTILITIES WILL BE DEPICTED ON CONSTRUCTION DRAWINGS TO BE REVIEWED AND APPROVED BY TOWN OF
ANGIER PRIOR TO CONSTRUCTION.
• AREAS LABELED AS COMMON OPEN SPACE ON THIS PLAN MAY BE LEFT AS NATURAL OPEN SPACE/TREE SAVE AREAS OR
IMPROVED WITH MONUMENTATION, LANDSCAPING, HARDSCAPE AND/OR NEIGHBORHOOD AMENITIES AT THE DISCRETION OF
THE DEVELOPER. ACTUAL LOCATION AND DETAILS OF IMPROVEMENTS WILL BE INCLUDED ON CONSTRUCTION DRAWINGS
AND ARE SUBJECT TO CHANGE BASED UPON FINAL ENGINEERING DESIGN. A SEPARATE PERMIT WILL BE REQUIRED PRIOR TO
CONSTRUCTION OF THESE FEATURES. BUFFERS, NATURAL AREAS AND OPEN SPACE AREAS DEPICTED ON THIS PLAN ARE
PROVIDED FOR THE ENJOYMENT OF ALL PROPERTY OWNERS WITHIN THIS SUBDIVISION AND WILL BE DEDICATED TO THE
HOMEOWNER'S ASSOCIATION (HOA) FOR OWNERSHIP AND ONGOING MAINTENANCE.
• STREET LIGHT LOCATIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY AND WILL NEED TO BE CONFIRMED
WITH THE TOWN AND THE APPROPRIATE UTILITY PROVIDER.
LEGEND
PERENNIALSTREAM
- - - - - - - - - - - - - - INTERMITTENT STREAM
,;. PROP. SIDEWALK
PROP. SIGHT DISTANCE
PROP. LOT LINE
- - - - - - - - - - - - - - PROP. BLDG SETBACK
PROP. RIGHT-OF-WAY
WETLAND
I I o•osm� wr EXISTING
Mp EV.:=96 PUMP STATIOMH
PROP. LINE EXISTING PERENNIALSTREAM "v -'°'°''(" a RM-�0mv
EXISTING
INTERMITTENT STREAM \
UNDISTURBED / 22
TREE
/
13 - ` ' 4/• ` , \,\PRESERVATION
V.
30' STREAM BUFFER
I 1 r ii \ `\ I APPROXIMATE ALIGNMENT
PROP. 1 /' PROP I OF 20' PROPOSED SEWER
ACTIVE O.S. ',./� / / ACTIVE O.S. EASEMENT
23
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(TYP.) 17
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PROP. 20' I I 3 I PROP. 20'
STORM ESMT (TYP.) I \ I I I STORM ESMT
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PROP. • BALCON CT I
ACTIVE O.S. - " P a��="" - 2
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PROP. 20'
STORM ESMT (TYP.)
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PETREA CT.
PROP. LINE
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UN4STURBED
PROP. LINE TREE I , / / / - i I I PROP. 10'
U PRESERVATION / / /
�' 40 s I PERIMETER BUFFER
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STREET BUFFER
PROP. \�o
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MONUMENT
47 DOE ��1 •
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PROP.
ACTIVE O.S.
61 60 89 88 I
63 1 64 1 68 1 66 1 67
'PROP. ACTIVE O.S.
PROP. 15' TYPE A PERIMETER BUFFER. EXISTING
VEGETATION MAY BE USED TO SATISTY THE REQUIREMENT.
/ SUPPLEMENTAL PLANTING MAY BE ADDED TO EXISTING
VEGETATION TO SATISFY THE REQUIREMENT.
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EXISTING GRAVEL PATH
PROP. 15' TYPE A PERIMETER BUFFER. EXISTING
VEGETATION MAY BE USED TO SATISTY THE REQUIREMENT.
SUPPLEMENTAL PLANTING MAY BE ADDED TO EXISTING
VEGETATION TO SATISFY THE REQUIREMENT.
SITE DATA:
PARCELS PIN #:
0675302448, DB 13020 PG 154 TRACT VI
0674390203, DB 13020 PG 154 TRACT VI
OWNER:
PETREA, RUTH DUPREE
DUPREE, WILLIAM A III
OWNER ADDRESS:
1209 CAROLINA AVE, DURHAM, NC, 27705
TOTAL ACREAGE:
+/- 28.2 AC.
EXISTING ROW:
+/- 1.09 AC.
NET ACREAGE:
+/- 27.11 AC.
LOCATION:
ANGIER, WAKE COUNTY, NC
ZONING:
R-6 CZ
WATERSHED:
NEILLS CREEK, CAPE FEAR
FLOODPLAIN:
3720067400K, 3720067500K, EFFECTIVE DATE OF STUDY 10/03/2006
LAND USE:
SINGLE FAMILY RESIDENTIAL AND TOWNHOME
TOTAL UNITS:
83 UNITS (50 SINGLE FAMILY, 33 TOWNHOME)
LOT SIZE:
SINGLE FAMILY:
55' X 110' (6,050 S.F.)
TOWNHOME:
24' X 100' (2,400 S.F.)
DENSITY:
3.06 DU/AC (83 UNITS / 27.11 AC)
REQUIRED PARKING:
SINGLE FAMILY:
3 PER DWELLING UNIT. 3x 50 (LOTS) = 150 SPACE REQUIRED.
TOWNHOME:
1.5 PER BEDROOM PLUS 1 PER BEDROOM OVER 2.
4 (3 BR PER UNIT) x 33 (UNITS) = 132 SPACE REQUIRED.
TOTAL:
282 SPACE REQUIRED
PROPOSED PARKING:
SINGLE FAMILY:
2 CAR GARAGE & 2 CAR DRIVEWAY. 4 x 50 (LOTS) = 200 SPACE PROVIDED.
TOWNHOME:
2 CAR GARAGE & 2 CAR DRIVEWAY FOR EACH TOWNHOME UNIT; 5 ON -STREET
PARKING SPACE; 7 PARKING LOT SPACES (1 HANDICAP)
4 x 33 (UNITS) = 132 + 12 (ADDITIONAL GUEST) = 144 SPACE PROVIDED.
TOTAL:
344 SPACE PROVIDED
STREET NAMES & LENGTH:
C111C11111 R111[el100�K91T1TAT1T/I111100
KENNEBEC CROSSING DRIVE
852 L.F.
VARIABLE (PUBLIC)
DUPREE MEADOW DRIVE
1,391 L.F.
50' (PUBLIC)
PETREA COURT
122 L.F.
50' (PUBLIC)
BALCON COURT
269 L.F.
50' (PUBLIC)
TOTAL:
2,634 L.F.
OPEN SPACE:
REQUIRED: +/- 5.32 AC (20%
PROPOSED: +/- 5.32 AC MIN.
ACTIVE O.S.
REQUIRED: +/- 2.66 AC (50% OF REQ. OS)
PROVIDED: +/- 2.66 AC MIN. (SEE SHEETS 4.1 & 4.2 FOR CALCULATION)
11•119611ra►191M111.3�
y1►Eel R:8y_1�TAIIWA
MIN. LOT WIDTH:
55'
MIN. LOT AREA:
6,050 S.F.
SETBACK:
FRONT:
20'
REAR:
15'
SIDE:
5'
TOWNHOME:
MIN. LOT WIDTH:
24'
MIN. LOT AREA:
2,400 SF
SETBACK:
FRONT:
20'
REAR:
15'
SIDE:
5'
Parcel Boundary Data
Line #
Direction
Length
L1
N 1'49'24" E
1355.17
L2
N 1'48'38" E
724.12
L3
S 86'51'10" E
570.55
L4
S 1'12'55" W
322.90
L5
S 1'15'56" W
991.12
L6
S 0'55'15" W
758.46
L7
N 87'34'45" W
595.29
L8
N 87'34'45" W
114.81
L9
N 88*1018" W
234.90
L10
S 75'38'43" W
257.71
L11
S 61 *12'55" W
300.49
L12
N 1'48'38" E
590.10
L13
N 79'45'09" E
90.17
L14
N 76'48'02" E
271.65
L15
S 0-55'15" W
416.38
L16
S 69-17'50" E
246.68
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1/ PROJECT INFORMATION
68 69 70 71 72 I PROJECT MANAGER: SM
DESIGNED BY: RJ
PROP. SCM B GRAPHIC SCALE , DRAWN BY: RJ
\, ® PROJECT NUMBER: HX39.401
\ 100, o so' 100, zoo' 400'
\ ORIGINAL DATE: 01/12/2021
PROP. 15' TYPE A PERIMETER BUFFER. EXISTING
VEGETATION MAY BE USED TO SATISTY THE REQUIREMENT. SHEET:
SUPPLEMENTAL PLANTING MAY BE ADDED TO EXISTING (IN FEET) Know what's b@IOW■ C3.0
VEGETATION TO SATISFY THE REQUIREMENT. 1 inch = 100 ft. Call before you dig.