20170565 Ver 1_Riparian Buffer Authorization_20170505

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
N.C. Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604
Attn: Jennifer Burdette
5410 Trinity Parkway
Suite 102
Raleigh, NC 27607
May 5, 2017
Applicant: Shepard Greene Limited Partnership
229 Huber Village Boulevard
Westerville, Ohio 43081
Dear Ms. Burdette:
P 919.866.4951
F 919.859.5663
www.timmons.com
Re: Buffer Authorization
Shepard Greene
Zebulon, Wake County, NC
20170565
On behalf of the Shepard Greene Limited Partnership (Applicant), Timmons Group is
submitting this Buffer Authorization application for unavoidable impacts resulting from the
proposed Shepard Greene project located in Zebulon, Wake County, North Carolina. The
proposed project includes the construction of a senior living facility, associated roadway and
stormwater pond. All surface water from the site flows southeast to Little Creek, located within
the Neuse River Basin. The proposed project will result in approximately 156 square feet of
impact to Zone 2 of the riparian buffer associated the proposed stormwater outfall.
Based on the above information, attached supporting documentation, and overall project
purpose and need, the Applicant requests approval of the proposed activity under the
requirements of a Buffer Authorization. Please review the enclosed material and contact Anna
Reusche at [phone] or anna.reusche(cDtimmons.com if you have any questions or
require further information. Thank you for your attention to this project.
Sincerely,
Timmons Group
Anna Reusche, PWS
Project Manager
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

Enclosures:
1. Buffer Authorization Form
2. Figures
3. Preliminary Jurisdictional Waters of the U.S. Delineation Map
4. Design Details
5. Jurisdictional Waters of the U.S. Impacts Map
6. Agent Authorization
7. Agency Correspondence
21 Page

ENCLOSURE1
BUFFER AUTHORIZATION FORM

I)WIR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
la. Name of project:
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project:
Shepard Greene
1 b. County:
Wake
1 c. Nearest municipality:
Zebulon
1 d. Subdivision name:
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
El Yes ® No
1 f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
Shepard Greene Limited Partnership
2b. Deed Book and Page No.
016654-00125
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party
for Corporations):
Denis Blackburne, Woda Group
2e. Street address:
229 Huber Village Boulevard, Suite 100
2f. City, state, zip:
Westerville, OH 43081
2g. Telephone no.:
614-396-0020
2h. Fax no.:
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
Agent LJ Other, specify:
3b. Name:
3c. Business name
if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name:
Anna Reusche, PWS
4b. Business name
if applicable):
Timmons Group
4c. Street address:
5410 Trinity Road, Suite 102
4d. City, state, zip:
Raleigh, NC 27607
4e. Telephone no.:
O: [phone]; C: [phone]
4f. Fax no.:
[phone]
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B.
Project Information and Prior Project History
1.
Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 2705377367
1 b. Site coordinates (in decimal degrees): Latitude: 35.8294 Longitude: -78.3126
1 c. Property size: 4.0 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project: Little Creek
2b. Water Quality Classification of nearest receiving water: C, NSW
2c. River basin: Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The site is currently undeveloped with forested and maintained areas. Areas surrounding the site are fully
developed including residential homes to the west, south, and east. The Zebulon Middle School abuts the site
to the north.
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
570
3e. Explain the purpose of the proposed project:
The proposed project includes the construction of a senior living facility associated roadway and stormwater
management pond.
3f. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for construction and grading will be used to construct the proposed project such as track
hoes, bulldozers, dump trucks, etc.
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
M Yes El No 0 Unknown
the Corps or State been requested or obtained for this
Comments:
property/ project(including all priorphases) in thepast?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Timmons Group
Name (if known): Justin Millstein, Adam Aycock
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
Buffer determination completed 1/23/17. See attached documentation. Desktop confirmation to be performed
by James Lastin er. See agency correspondence included in Enclosure 9.
5.
Project History
5a. Have permits or certifications been requested or obtained
D Yes 0 No Unknown
for this project(including all priorphases) in thepast?
5b. If yes, explain and detail according to "help file" instructions.
6.
Future Project Plans
6a. Is this a phased project? El Yes No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected basin?
0 Neuse LJ Tar -Pamlico El Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number —
Permanent (P)
or Temporary
T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ®P ❑ T
SW Outfall
Allowable
UT to Little
Creek
❑ Yes ® No
0.0
157
B2 P T
Required mitigation
(square feet
El Yes El No
square feet
Zone 1
B3 Ll P T
3 (2 for Catawba)
Zone 2
El Yes LJ No
1.5
B4 P T
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
Yes No
Yes LJ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
B5 P T
2f. Comments:
Yes No
B6 LJ P LJ T
El Yes LJ No
Total buffer impacts
157
1 c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All impacts to wetlands and streams have been avoided. A retaining wall was added to minimize grading
impacts and size of BMP. Graded slopes are designed at a 2.5:1 to avoid wetland impacts and minimize
buffer impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. All disturbed areas will be bound by silt fence and tree protection prior to construction. Site
access will be conducted from high ground and materials will be pre -fabricated in high ground to minimize
timespent in sensitive areas where feasible.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
Yes No
requires buffer mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact
Total impact
Multiplier
Required mitigation
(square feet
square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
Yes No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
N Yes Ll No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
Z Yes LJ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
El Yes Z No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments: Received approval form State Clearinghouse. USDA approval is pending
as of the date of this application. Documentation has been included.
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
Yes No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
LJ Yes N No
2c. If you answered `yes" to one or both of the above questions, provide an explanation of the violation(s):
Anna Reusche ^`Q� 5/5/2017
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
OR For all other projects sent by delivery service
(UPS, FedEx, etc.):
FORM: BA 10-2013 Page 4 of 5

Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10-2013 Page 5 of 5

ENCLOSURE2
FIGURES

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SHEPARD GREENE T I M M O N S GROUP
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FIGURE 1: VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER: 39087 U.S.G.S. QUADRANGLE(S): ZEBULON
PROJECT STUDY LIMITS: 4.0 ACRES DATE(S): 2013
LATITUDE: 35-49'45.79-N WATERSHED(S): CONTENTNEA
LONGITUDE: 78'18'45.19"W HYDROLOGIC UNIT CODE(S): 03020203
nese Plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in �Ihoj of in part and shalt not be used for any purpose hatsoever inclusive but not
limned to on-truct,on bidd,nn andior construction stakino-thout the exoress —ften consent of TIM MONS GROUP

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TIMMONS GROUP JOB NUMBER: 39087 U.S.G.S. QUADRANGLE(S): ZEBULON
PROJECT STUDY LIMITS: 4.0 ACRES DATE(S): 2013
LATITUDE: 35`49'45.79"N WATERSHED(S): CONTENTNEA
LONGITUDE: 78°18'45.19"W HYDROLOGIC UNIT CODE(S): 03020203
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44

ENCLOSURE3
PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. DELINEATION MAP

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P55=Polus to S—Sh b Wetland-. PEM Falustnne Emergent Wetland POW= P r— Open
Water EIW= Estuarine Inleddal Wetlands: R3- Upper Perennial Streams. R4-Intenn't1er,t Streams'.
R6 = Ephemeral Streams. JD- Junsdlct anal Ditth
Legend
Lse Project Study Limits - 3.78 Acres
© Stream Identifier
© Wetland Identifier
Flood Hazard Soil Delineation
Culvert
—Perennial Stream (R3)
® Palustrine Forested (PFO) Wetlands
NOTES:
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN HAND SKETCHED BY TIMMONS
GROUP.
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED BY
THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
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ENCLOSURE4
DESIGN DETAILS

C - SERIES DRAWING ABBREVIATIONS
ADV. AOJANCE
MIN - MINIMUM
AFG- ABOVE FINISHED GRADE
MINS- MINIMUM SLOPE
APPRLOC. -APPROXIMATE LOCATION
MJ - MECHANICAL JOINT
ASSY - ASSEMBLY
NIC - NOT IN CONTRACT
BAS- BACK OF CURB
NTS- NOT TO SCALE
BIL -BASE LINE
OHE- OVERHEAD ELECTRIC
ENV- BOTTOM OF WALL
OHP- OVERHEAD POWER
CB. CATCH BASIN
CHT- OVERHEAD TELEPHONE
CBR- CALIFORNIA BEARING RATIO
PB- PLAT BOOK
CG- CURB AND GUTTER
PC- POINT OF CURVATURE
I .CURB INLET
Cl.
PED- PEDESTAL
GL -CENTERLINE
PG -PAGE
CL -CLASS
PH - PHASE
CM. CONCRETE MONUMENT
PI- POINT OF INTERSECTION
CMP- CORRUGATED METAL PIPE
PAG -PARKING
CO- CLEAN OUT
P/L- PROPERTY LINE
CONC - CONCRETE
PT - POINT OF TANGENT
CONN- CONNECTION
PP - POWER POLE
CP_ CORRUGATED PLASTIC
PVC - POLYVINYLCHLORIDE
Cy_ CUBIC YARD
PVMT- PAVEMENT
DB -DEED BOOK
PWR-POWER
DI- DROP INLET
(R) - RECORDED METES & BOUNDS
DIP. DUCTILE IRON PIPE
RD- ROOF DRAIN
DMP- DOUBLE MERIDIAN DISTANCES
RJ RESTRAINED JOINT
DR_ DRIVE
RNV RIGHT-OF-WAY
DS - DOWINSPOUT
REOD-REQUIRED
E - ELECTRIC
RCP - REINFORCED CONCRETE PIPE
EA- EACH
S- SLOPE
E BOX- ELECTRICAL BOX
SAN - SANITARY SEWER
ELEC - ELECTRIC
SDWK - SIDEWALK
EP -EDGE OF PAVEMENT
SF - SILT FENCE
E/S-EDGE OF SHOULDER
SPT -SPOT GRADE
EX- EXISTING
SS_ SANITARY SEWER CONNECTION
FK: - FACE OF CURB
STA -STATION
FDC- FIRE DEPARTMENT CONNECTION
STD -STANDARD
FF - FINISHED FLOOR
STM -STORM
FH -FIRE HYDRANT
STMH-STORM SEWER MANHOLE
F/L- FLOW LINE
T -TELEPHONE
FL- FIRE LANE
TBC - TOP BACK OF CURB
G - GAS
TCM - TELECOMMUNICATIONS MANHOLE
GI - GRATE INLET
TK: - TOP OF CURB
GRND-GROUND
TEL - TELEPHONE
GTS- GAS TEST STATION
UGE- UNDERGROUND ELECTRIC
GV -GAS VALVE
UNK-UNKNOWN
HDPE- HIGH DENSITY POLYETHYLENE
UP- UTILITY POLE
HORIZ-HORIZONTAL
VAR -VARIABLE
HVAC - HEATING, VENTILATION, &AIR
VCP- VITRIFIED CLAY PIPE
CONDITIONING
VERT -VERTICAL
INV. INVERT
W - WITH
IPF -IRON PIPE FOUND
WL - WATERLINE
IPS- IRON PIPE SET
W- WATER
IRF - IRON ROD FOUND
NUS -WATERS OF THE US
LF- LINEAR FEET
YANG -CROSSING
(M). MEASURED METES&BOUNDS
Yl- YARD INLET
MECH. MECHANICAL
0 - DIAMETER
MH - MANHOLE
LEGEND
DEVELOPER
SEWER
-- EXISTING WATER LINE
'-
-- EXISTING SANITARY SEWER
8•SAN
SANITARY SEWER
N7605.80
SANITARY MANHOLE NUMBER
i
E 9378.25
W COORDINATE LOCATION
"-
EX SANITARY MANHOLE
Q$
SANITARY MANHOLE
EXISTING ELECTRIC METER
EXISTING CLEAN OUT
®
CLEAN OUT
WATER
DEVELOPER
-- -- -- -- --
-- EXISTING WATER LINE
BVV
WATER LINE
EXISTING GROUND EIGHT
EXISTING WATER VALVE
®
WATER VALVE
®
POST INDICATOR VALVE
Q
EXISTING WATER METER
----
WATER METER
EXISTING ELECTRIC METER
---- ------ ----
EXISTING OVERHEAD ELECTRIC
EXISTING FIRE HYDRANT
OVERHEAD ELECTRIC
FIRE HYDRANT
EX UNDERGROUND ELECT LINE
YWTER LINE REDUCER
- - - - - - -.
EX WATER LINE PLUG
EXISTING TELEPHONE PEDESTAL
WATER LINE PLUG
EXISTING TELEPHONE MANHOLE
WATER LINE CROSS
F=1
WATER LINE TEE
OVERHEAD TELEPHONE LINE
FIRE DEPT CONNECTION
O+
WATER SPIGOT
,.
EXISTING WELL CASING
NATURAL GAS
OFO
OVERHEAD FIBER OPTIC LINE
EXISTING GAS METER
a
EXIST ING GAS VALVE
- --'- - �-' -
EXISTING GAS LINE
G
GAS LINE
0
SHEPARD GREENE- SENIOR LIVING
ZEBULON, NORTH CAROLINA
WAKE COUNTY
MISCELLANEOUS UTILITIES
DEVELOPER
EXISTING LIGHT POLE
EXISTNG STORM SEWER
EXISTING YARD LIGHT
!
EXISTING GROUND EIGHT
Dab •O
LIGHT POLES
UG
EXISTING UTILITY POLE
EXISTING STORM SEWER MANHOLE
UTILITY POLE
STORM SEWER MANHOLE
EXISTING GUY WRE
EXISTING ROOF DRAIN DOWNSPOUT
EXISTING ELECTRIC METER
---- ------ ----
EXISTING OVERHEAD ELECTRIC
OHP
OVERHEAD ELECTRIC
----- --- ---
EX UNDERGROUND ELECT LINE
UGP
UNDERGROUND ELECTRIC LINE
c
EXISTING TELEPHONE PEDESTAL
-
EXISTING TELEPHONE MANHOLE
PROPERTY LINE
EX OVERHEAD TELEPHONE LINE
OHT
OVERHEAD TELEPHONE LINE
-- -- -- OC`"-- -
- EX UNDERGROUND TELEPHONE LINE
UGT
UNDERGROUND TELEPHONE LINE
- -- -- -
- EX OVERHEAD FIBER OPTIC LINE
OFO
OVERHEAD FIBER OPTIC LINE
EXISTING SHRUB
EX UNDERGROUND FIBER OPTIC LINE
UFO---
UNDERGROUND FIBER OPTIC LINE
EXISTING FENCE
EX CABLE TV PEDESTAL
FENCE
EX OVERHEAD CABLE TV LINE
OCATV
OVERHEAD CABLE TV LINE
- - - UCA Lim -
- EX UNDERGROUND CABLE TV
UCATV
UNDERGROUND CABLE TV LINE
LOG PIC
COMBINED POVUERACATV
UG P/TK;
COMBINED POWER, TELE, CATV
UG PfT
COMBINED POWER, TELEPHONE
UG T/C
COMBINED TELEPHONE, CATV
1
BITE
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1
VICINITY MAPF
NOT T 10 SCALE
SITE
DEVELOPER
SITE DEVELOPMENT
EXISTNG STORM SEWER
SHEPARD GREEN LIMITED PARTNERSHIP
STORM SEWER
-
EX DROP INLET
® _�\
DROP NLET&STRUCTURE NUMBER
WESTERVILLE, OH 43081
EXISTING STORM SEWER MANHOLE
C4.0
STORM SEWER MANHOLE
CONTACT: MR. RICK BAKER
EXISTING ROOF DRAIN DOWNSPOUT
❑
ROOF DRAIN DOWNSPOUT
C7.0
EXISTING CURB
FAX: [phone]
CURB
C72
- - - - - - -- -. -
7' EXISTING CURB &GUTTER
NOTES & DETAILS
CURB & CUTTER
NOTES & DETAILS
V / p
PROPERTY LINE
�jlto
LIGHTING PLAN
W
=
BENCHMARK
08-1
APPROX BORING LOCATION
J
EXISTING TREE LINE
CLEARING LIMITS
O
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EXISTING SHRUB
V
EXISTING TREE
-- -
EXISTING FENCE
X
FENCE
zxUu
EXISTING CONTOUR
CONTOUR
TIC EIP SWL
96-32 95-32 96,32 SPOT ELEVATION
-.__...-...-...-
CAL SWALE
T
EXISTING SIGN
T
SIGN
0
BOLLARD
O
FLAG POLE
PROPERTY MARKER FOUND/ROD FOUND
U)
PIPE FOUND
-
MONUMENT FOUND
SITE DATA TABLE
1. PN: 2705377578
2. SITE ADDRESS:
626 SHEPARD SCHOOL ROAD. ZEBULON, NC 27597
3.TOTAL SI7E AREA 3.9289 ACRES
4. EXISTING ZONING: R -MF (RESIDENTIAL- MULTFFAMILY)
5. SURROUNDING PARCELS ZONING: TR
6. LAND USE: INDEPENDENT SENIOR LIVING7. LIMITS OF OFLSITE DISTURBANCE'.
TOTAL: 183,908 SF (3.76 ACRES)
8. BUILDING:
PROPOSED: 19,521 SF
9. IMPERVIOUS AREA:
EXISTING: 00 SF
PROPOSED: 56,209 SF (1.29 ACRES) (32.8 %)
10. SETBACK REQUIREMENTS:
FRONT SETBACK -30
SIDE SETBACK - 15'
REAR SETBACK- 16
11. PARKING SPACES
MINIMUM REQUIRED'. 1 PER UNIT = 50 SPACES
PROVIDED: 56 SPACES
ACCESSIBLE SPACES PROVIDED: 8 SPACES
12. LANDSCAPE REQUIREMENT
SOUTHERN PROPERTY: W BUFFER
WESTERN PROPERTY: 30 BUFFER'
EASTERN PROPERTY: 30& REDUCED 15' BUFFER
NORTHERN BUFFER: 30'& REDUCED 16 BUFFER
'NO PLANTING ARE ALLOWED W THE EX UTILITY
EASEMENT
13. FLOOD MAP DATE: PROPERTY IS NOT LOCATED N THE
FLOCOVIWY OW206 DFIRM_NC_372077060RI
OWNER
DEVELOPER
SITE DEVELOPMENT
ZAHRA AMJAD
SHEPARD GREEN LIMITED PARTNERSHIP
TIMMONS GROUP
421 N 1 ST AVE
229 HUBER VILLAGE BLVD; SUITE 100
5410 TRINITY ROAD, SUITE 102
KNIGHTDALE, NC 27545
WESTERVILLE, OH 43081
RALEIGH, NORTH CAROLINA 27607
C4.0
PHONE: [phone]
CONTACT: MR. RICK BAKER
EXISTING SANITARY SEVER PLAN &PROFILE
C5.0
PHONE: [phone]
C7.0
NOTES&DETAILS
FAX: [phone]
Sheet List Tahle
Sheet Nlmbw
Sheet Title
CO.O
COVER SHEET
C1.0
EXISTING CONDITIONS & DEMOLITION PLAN
C2.0
EROSION &SEDIMENT CONTROL PLAN- PHASE I
C2A
EROSION & SEDIMENT CONTROL PLAID - PHASE II
C3.0
SITE PLAN
C4.0
GRADING & DRAINAGE PLAN
04.1
EXISTING SANITARY SEVER PLAN &PROFILE
C5.0
UTILITY PLAN
C7.0
NOTES&DETAILS
C7.1
NOTES&DETAILS
C72
NOTES&DETAILS
C7.3
NOTES & DETAILS
C7A
NOTES & DETAILS
V / p
LANDSCAPE PLAN
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W
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BUILDING ELEVATIONS
CITU OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE WITH ALL LOCAL, STATE
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REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE N ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
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SPECIFICATIONS.
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-- -- - _ _& GUTTER CSB (CNT 8 SS UTILITIES
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SURVEY NOTES
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY ATKINSON LAND SURVEYING DATED FEBRUARY
15, 2017. OFFSITE TOPOGRAPHY AND PLANNETRIC INFORMATION FROM
OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4, BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. OTHER SOURCES OF INFORMATION INCLUDE CITY OF RALEIGH GIS AND
AERIAL IMAGERY.
7. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP 8372027050DJ
(06-02-2008)
DEMOLITION NOTES
I. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE ON SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION
LIMITS.
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT SIDEWALK CURB & GUTTER ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAJLS OR TO MATCH EXISTING CONDITIONS
(WETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH N DUSTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR NOTIFY ARCHITECT
IMMEDIATELY.
6. THE CONTRACTOR SHALL USE NC ONE GALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REOUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR N PUBLIC ROW, N ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
8. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED N ACCORDANCE WITH LOCAL STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
S. VERIFY ALL ILLUSTRATED IQNOYW UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
10. CONTRACTOR SHALL COORDINATEALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITSAS REQUIRED.
11. ALL WORK SHALL BE PERFORMED N ACCORDANCE WITH APPLICABLE
LOCAL STATE AND OSHA REGULATIONS.
12. EXISTING MANHOLES, VALVE BOXES, VAULTS. CLEANOUTS, UTILITY POLES
ETC, TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WTH THE PROPOSED FINISHED GRADES
(WETHER OR NOT INDICATED TO BE MODIFIED).
13. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS
LOCATIONS, LIGHTING ETC. WITH THE ONMER.
DEMOLITION LEGEND
® REMOVE SITE FEATURES
X REMOVE
SCALE 1'=4(y
0 40 90'
CITY �IF RALEIGH
ALL CONST kU ,-TION MUST BE III
A_CORDANCE WITH ALL LOCAL STATE
ANG FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
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WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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SURVEY NOTES
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY ATKINSON LAND SURVEYING DATED FEBRUARY
15, 2017. OFFSITE TOPOGRAPHY AND PLANNETRIC INFORMATION FROM
OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4, BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. OTHER SOURCES OF INFORMATION INCLUDE CITY OF RALEIGH GIS AND
AERIAL IMAGERY.
7. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP 8372027050DJ
(06-02-2008)
DEMOLITION NOTES
I. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE ON SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION
LIMITS.
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT SIDEWALK CURB & GUTTER ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAJLS OR TO MATCH EXISTING CONDITIONS
(WETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH N DUSTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR NOTIFY ARCHITECT
IMMEDIATELY.
6. THE CONTRACTOR SHALL USE NC ONE GALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REOUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR N PUBLIC ROW, N ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
8. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED N ACCORDANCE WITH LOCAL STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
S. VERIFY ALL ILLUSTRATED IQNOYW UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
10. CONTRACTOR SHALL COORDINATEALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITSAS REQUIRED.
11. ALL WORK SHALL BE PERFORMED N ACCORDANCE WITH APPLICABLE
LOCAL STATE AND OSHA REGULATIONS.
12. EXISTING MANHOLES, VALVE BOXES, VAULTS. CLEANOUTS, UTILITY POLES
ETC, TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WTH THE PROPOSED FINISHED GRADES
(WETHER OR NOT INDICATED TO BE MODIFIED).
13. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS
LOCATIONS, LIGHTING ETC. WITH THE ONMER.
DEMOLITION LEGEND
® REMOVE SITE FEATURES
X REMOVE
SCALE 1'=4(y
0 40 90'
CITY �IF RALEIGH
ALL CONST kU ,-TION MUST BE III
A_CORDANCE WITH ALL LOCAL STATE
ANG FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE N ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
�o�tiN CARp��h,'
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SURVEY NOTES
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS
TAKEN FROM A SURVEY BY ATKINSON LAND SURVEYING DATED FEBRUARY
15, 2017. OFFSITE TOPOGRAPHY AND PLANNETRIC INFORMATION FROM
OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4, BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. OTHER SOURCES OF INFORMATION INCLUDE CITY OF RALEIGH GIS AND
AERIAL IMAGERY.
7. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP 8372027050DJ
(06-02-2008)
DEMOLITION NOTES
I. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE ON SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION
LIMITS.
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT SIDEWALK CURB & GUTTER ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAJLS OR TO MATCH EXISTING CONDITIONS
(WETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH N DUSTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR NOTIFY ARCHITECT
IMMEDIATELY.
6. THE CONTRACTOR SHALL USE NC ONE GALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REOUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR N PUBLIC ROW, N ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
8. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED N ACCORDANCE WITH LOCAL STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
S. VERIFY ALL ILLUSTRATED IQNOYW UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
10. CONTRACTOR SHALL COORDINATEALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITSAS REQUIRED.
11. ALL WORK SHALL BE PERFORMED N ACCORDANCE WITH APPLICABLE
LOCAL STATE AND OSHA REGULATIONS.
12. EXISTING MANHOLES, VALVE BOXES, VAULTS. CLEANOUTS, UTILITY POLES
ETC, TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WTH THE PROPOSED FINISHED GRADES
(WETHER OR NOT INDICATED TO BE MODIFIED).
13. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS
LOCATIONS, LIGHTING ETC. WITH THE ONMER.
DEMOLITION LEGEND
® REMOVE SITE FEATURES
X REMOVE
SCALE 1'=4(y
0 40 90'
CITY �IF RALEIGH
ALL CONST kU ,-TION MUST BE III
A_CORDANCE WITH ALL LOCAL STATE
ANG FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE N ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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__.' � AY STABILIZED CONSTRUCTION ENTRANCE LENGTH
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❑❑
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SEEDED AND STAB
IMMEDIATELY V AFTEREMB
ECTION 2.15 AC: DIST AREA 2.02 AC • r
REO'D S.A.=2 519 SF REQ'D STORAGE=3,636 CF 5. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER AS SHOWN
3 (TYP.) -- TEMP. DIVERSION DITCH Mt-- - - `` " PR - T AGE -4 237 OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
' DA= 1.29 AC: S = 1 A-4 - } PROVO SA. -2.684 SF: PROVTO S OR - . CF NECESSARY BY WAKE COUNTY ENVIRONMENTAL SERVICES.
- TRAP CLASS A tN�f (OR EQUIVALENT SA.6 VOLUME
.� Qlo 4.7 CFS, V-3.57 FPS '\ PROVIDE 3- SKIMMER W/ 1' DIA. ORIFICE CN
RIP
.- 5.97(4.4'X1.07) 6 STABILIZE ALL DISTURBED
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USE 0' FBD' 1.25' DEEP W/ 3:1 SIDES ��y',r NV 292 50'
LINE W/ N. AMERICAN GREEN (SITS) ❑ a❑ ❑ ❑ ` �F� B _ . CALL FOR AN EROSION CONTROL COMPLIANCE INSPECTION ONCE ALL EROSION CONTROL
•gLt��e.. - a a o. a ❑ ❑ ❑ a ❑ - ❑ ❑ (3) BAFFLES MEASURES HAVE BEEN INSTALLED S ALL DISTURBED AREAS HAVE BEEN STABILIZED.
124.26' '� 100.16'-_ a ,�. `�� -� CONTACT FOR COUNTY IS DEBRA TANNER ENVIRONMENTAL CONSULTANT
5' WIDE TOP OF BERM _ t 7 R WAKE
915642-7142
` ELEV 295.50
B. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE [MEASURES (f1/
D VERSION DITCH 42 3'1 BASIN SIDE SLOPE ,n v M YS
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A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND Q t
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--OFFICE.
CONSTRUCTION PERMITKILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE
r - _- --- - OIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE
EROSION SEDIMENTATION PERMIT
_a = MANAGEMENT PERMIT NUMBER T NUMBER OR MINE PERMIT
._.
B�
NUMBER KILL BE DISCLOSED w
SILT FENCE OUTLETS ARE TO BE E E
SHEPARD SCHOOL ROAD 60' PUBLIC R.O. W. OmN PROVIDED ALONG ALL LOW POINTS (n g
OF SILT FENCE AND AREAS WHERE D
SR 2406 RUNOFF MAY CONCENTRATE 6
CAUSING DAMAGE TO SILT FENCE
CONTRACTOR TO INSTALLOUTLETS'Ss
EROSION CONTROL LEGEND
GENERAL EtOMONAND SEDIMENT CONTROL NOTES:
AS NECESSARY TO ENSURE SILT
SCALE 1'=40
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6.06
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= _
LIMITS OF DISTURBANCE = 3.76 ACSHEET
)� SILT FENCE
6.62
ALL TIMES.
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TREE PROTECTION FENCE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DW D.
On
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4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
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DUST CONTROLFAILURE
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TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
6.84
PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
L51 LIMIT OF DISTURBANCE
INCORRECTLY.
o
- TEMPORARY DIVERSION
5. EXCAVATION AND EARTH MOVING OPERATKNS SHALL BE CONDUCTED UNDER THE
E
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
E
t• ■ DRAINAGE AREA
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
e'
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UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDSAND FROMASURVEYOF
.-
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AS
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF
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THE NFORMATION. ALL EXISTING UTILITIES SH( BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
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'REFER TO THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING
7, ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
= W ��^,
a ou
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DESIGN
MANUAL.
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
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JUNE 1, 2006 EDITION FOR
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ADDITIONAL INFORMATION.
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WEEKLY AND AFTER EVERY RAINFALL EVENT.
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-
AREA AN OFFSTE BORROIL SITE IS THEN THE
AREA FOR EIIBORROWSPOILLSTE�� E INCLUDED N THEE LAND DISTURBANCE DISTURBED
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PER USED
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PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
"" - ^•.�:... ,I - �, ;. ., '-
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1. A LAND DISTURBANCE PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANYjUIVrTSOF
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OSTURBANCE
- '�
WORK IS DONE AT THE SITE. ARRANGE A PRE -CONSTRUCTION MEETING WTH THEOWNER
w
3.76 AC
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OWNER'S ENGINEER AND A REPRESENTATIVE FROM WAKE COUNTY ENVIRONMENTAL
SERVICES (CONTACT FOR WAKE COUNTY IS DEBRA TANNER, ENVIRONMENTAL
rvn
B
_ ,,_ ,�\
TEMPORARY OUTLET
- -
PROTECTION 4'XB'Xt'D -.
CONSULTANT 9194/27/42) PRIOR TO ANY LAND DISTURBING ACTIVITY. 48HWRS NOTICE
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3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS ANDTREE DrwwN Br
OUTLET (TVP) PROTECTION FENCE AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS. ANY
C GLASS
•Tisa Aez �:� - - '- SEDIMENTTRACKEDTHE
ON PROJECT
ARDSHA SCHOOL ROAD ASARESULT H CONTRACTOR.F THE PROJECT
W2.TLANOS , TRAFFIC FROM THE PROJECT SHALLBE REMOVED QALY BY THE CONTRACTOR. (MWMLIM DEIGNED Br
__.' � AY STABILIZED CONSTRUCTION ENTRANCE LENGTH
10' VIDE SPILLWAY E CLASS B .• P. BARBEAU
RIPRAP 8 NON -WOVEN LINER oft 4. INSTALL SKIMMER SEDIMENT BASIN •1 AND TEMPORARY DIVERSION DITCHES t1 B 12 AS
o •` '-� '� ,a �• �_ / �� - 50 MIL HEAVY DUTY SILVER TARP SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN N ACCORDANCE WTH THE otEacED er
o / •� ❑ a❑ a ❑ ❑ ❑ a a._ o a a o a ❑ \- TOP=
295.50 REGULATIONS WITH THE LATEST NORTH CAROLINA EROSION AND SEDIMENT CONTROL : R. BAKER
- -... d ❑ ❑ a i` �C �j CREST 294.50 EMBNNKMENTS ARE TO BE
❑❑
SKIMMER SEDIMENT BASIN • 5_ALE
SEEDED AND STAB
IMMEDIATELY V AFTEREMB
ECTION 2.15 AC: DIST AREA 2.02 AC • r
REO'D S.A.=2 519 SF REQ'D STORAGE=3,636 CF 5. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER AS SHOWN
3 (TYP.) -- TEMP. DIVERSION DITCH Mt-- - - `` " PR - T AGE -4 237 OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
' DA= 1.29 AC: S = 1 A-4 - } PROVO SA. -2.684 SF: PROVTO S OR - . CF NECESSARY BY WAKE COUNTY ENVIRONMENTAL SERVICES.
- TRAP CLASS A tN�f (OR EQUIVALENT SA.6 VOLUME
.� Qlo 4.7 CFS, V-3.57 FPS '\ PROVIDE 3- SKIMMER W/ 1' DIA. ORIFICE CN
RIP
.- 5.97(4.4'X1.07) 6 STABILIZE ALL DISTURBED
Dm=0.75', T=0.7 p5F TRANSITION AREA `r i/g� ` 4'X4'X1'D CLASS B PAD: TETHER TO BERM AREAS WITH TEMPORARY GRASS SEEDING.
USE 0' FBD' 1.25' DEEP W/ 3:1 SIDES ��y',r NV 292 50'
LINE W/ N. AMERICAN GREEN (SITS) ❑ a❑ ❑ ❑ ` �F� B _ . CALL FOR AN EROSION CONTROL COMPLIANCE INSPECTION ONCE ALL EROSION CONTROL
•gLt��e.. - a a o. a ❑ ❑ ❑ a ❑ - ❑ ❑ (3) BAFFLES MEASURES HAVE BEEN INSTALLED S ALL DISTURBED AREAS HAVE BEEN STABILIZED.
124.26' '� 100.16'-_ a ,�. `�� -� CONTACT FOR COUNTY IS DEBRA TANNER ENVIRONMENTAL CONSULTANT
5' WIDE TOP OF BERM _ t 7 R WAKE
915642-7142
` ELEV 295.50
B. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE [MEASURES (f1/
D VERSION DITCH 42 3'1 BASIN SIDE SLOPE ,n v M YS
A=0.32 AC S=27%_.��/�� �`h ,�"�' HAVE BEEN INSPECTED AND APPROVED BY WAKE COUNTY. L
7
2V ­4.96
W $y
1CFS- Vt 4.96 FPS III °c
DA M1 - +0.75'; T=1.3 MSF - �.,
2.15 ACRES SE V FBD125' DEEP W/ 3:1 SIDES RIP/RAP CLASS A NPDES GROUND STABILIZATION: > Q = E
ry
NE WA N. AMERICAN GREEN (5750)5.91X4,4X1.0'D Y j J = ;
$ TRAFISRION AREA SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND DISTURBING
ACTIVITIES ACCORDINGT I
ES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING0IV
N a 6
_ w,,,,.. _ - . _ ,-//.I- -► - ..-n „- y,- - \ �'-,bk 4=- SCHEDULE: Ln I
1. ALL PERIMETER DIKES, SWWLES DITCHES PERIMETER SLOPES AND ALL SLOPES ZQ >:
STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR O z J L
„►4b / - 13w�! 60.07'-=._.. �.� _ 1 PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
----- - - 1 �/ ,!�,-mama,� ANY EVENT WTHIN 7 CALENDAR DAYS FROM THELAST LANODISTURBINGACTMTY. K
_ I Z Z U
OD Noel A& M, I'A,, ` 1, 2, ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT J t
- 4►46 . SILT FENCE EVENT pp
STABILIZATION 141 L WTH GROUND COVER L SOON DS PRACTICABLE BUT W ANY (A W 5
_ SRT FENCE (TYP.) Ce
+� ,� OUTLET (TYP) u)
_ `'aM.mt�IM �!I�1► W Z _
�n�*.THIN 14 CALENDAR DAYS FROM THE LAST LNNDDISTURBNG ACTIVITY. O � $
z W L Z Z
_ � .. ._ ria ��6 � .,�_,` .. ,•_. ._ -, _ , , / -_ , . / -;.. NOTE: � z �
Lu � $
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM T'
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRQ S OF A OU
• .. '- n .5 NCH RAN EVENT. IT W LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT Z w Z E
THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY -I W Q
95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL O uj
z - MONITORING A RAIN GOUGE IS REQUIRED TO BE ON SITE ADDITIONALLY THECONT 70R IS
U O L o
_- _ _ _� a _. _._-'. _ _ -. STRBIL RTI WLLBEBMAINTAINED
LONG WITH
THEON RECORDS ARE TO BE zx: w N 6 a
TS
N HAS
EEN
TEMPORARY RESPONSIBLE FOR
CONSTRUCTION ALF RJSPEC DIONLu
- ENTRANCE 'SE
'- '- ' ---- - -' - -s FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES t N C;5
REMOVED THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL 4'
pD 4 PERMITS AND PLANS, ANY CHANGES W LL BE APPROVED BY THE STATE PRIOR TO EXECUTION. Z Z
A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL AND Q t
rr
�I E
--OFFICE.
CONSTRUCTION PERMITKILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE
r - _- --- - OIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE
EROSION SEDIMENTATION PERMIT
_a = MANAGEMENT PERMIT NUMBER T NUMBER OR MINE PERMIT
._.
B�
NUMBER KILL BE DISCLOSED w
SILT FENCE OUTLETS ARE TO BE E E
SHEPARD SCHOOL ROAD 60' PUBLIC R.O. W. OmN PROVIDED ALONG ALL LOW POINTS (n g
OF SILT FENCE AND AREAS WHERE D
SR 2406 RUNOFF MAY CONCENTRATE 6
CAUSING DAMAGE TO SILT FENCE
CONTRACTOR TO INSTALLOUTLETS'Ss
AS NECESSARY TO ENSURE SILT
SCALE 1'=40
FENCE IS FULLY FUNCTIONAL
A
THROUGHOUT THE DURATION OF
y
0 �, �,
CONSTRUCTION.
JOB NO
c fpj
390B7
LIMITS OF DISTURBANCE = 3.76 ACSHEET
NO
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EROSION CONTROL LEGEND
GROUND STABILIZATION
U
THAN 2:1 14 DAYS ARE ALLOWED
GENERAL EROSION AND SEDIRENTCONTROL NOTES:
TEMPORARY 6.06
1. ALL CONSTRUCTION SHALL COMPLYWITH VWKECOUNTY STANDARDSAND
SITE AREA
STABILIZATION
STABILIZATION
EM CONSTRUCTION ENTRANCE
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
SPECIFICATIONS.
LIMITS OF DISTURBANCE x.76 AC
2. ACOPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILEAT THE JOB SITE AT
PERIMETER DIKES,
7 -DAYS FOR SLOPES GREATER
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF
® MAT & STABILIZE 6.62
ALL TIMES.
3:1 SLOPE OR STEEPER
SWALES, DITCHES,
7 DAYS
NONE
3, FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
_
SLOPES
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
iRIP
CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWD.
"-LLIMIT OF DISTURBANCEAND
Tl 711
HIGH QUALITY
--
-- NP/���T-7.
• ALL OTHER AREA
WITH SLOPE
14 DAYS
4. FIELDVERIFYALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
INLET PROTECTION
WATER (HQW)
7 DAYS
NONE
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
9. MAINTAININSPECT AND PROPERLY _
ZONES
LJN/NCr TR
1
CONTRACTOR FOR ANY NARK DONE DUE TO DIMENSIONS OR GRADES SHOWN
'REFER TO THE NORTH CAROLINA EROSION 6.84
INCORRECTLY.
• SLOPES STEEPER
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEPSU RES AS NECESSARY TO PREVENT
IF SLOPES ARE 10' OR LESS IN
AND SEDIMENT CONTROL PLANNING DESIGN
MANUAL", JUNE 1, 2D06 EDITION FOR
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
ADDITIONAL INFORMATION.
THAN 31
7 DAYS
LENGTH AND ARE NOT STEEPER
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
.T &STABILIZE
3:1 SLOPE OR
WE x4.5W x 15'D EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN
UPLAND AREA IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED
AREA FOR THE BORRONSPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE
-- _ PERMIT. THE CONTRACTOR NMLL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED
FOR THIS PROJECT TONCDENR-DWO. THIS AREA MUST ALSO BEAN UPLAND AREA
DB 1606o
U
THAN 2:1 14 DAYS ARE ALLOWED
NPDES GROUND STABILIZATION:
=-
PIw 7 66
THOMAS _ E t
6, VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
4..n
BANCE
° �
LYNN USt Sw -. yeYLy
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
LIMITS OF DISTURBANCE x.76 AC
SLOPES 3:1 OR
ON -- - -
7 -DAYS FOR SLOPES GREATER
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF
1. ALL PERIMETER DIKES, SWALES, DITCHES PERIMETER SLOPES AND ALL SLOPES
FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
THEINFORMATON. ALL EXISTING UTILITIES SHOULD BE CONSDEREDAPPROXIMATE IN
0.117 <k"I :,
•>
_
WI.I, ANDS
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
iRIP
7. ALL ADJACENT ROADS TO THE SITE ARE TORE SWEPT AND WASHED AT THE END OF EACH
STONE THICKNESS= 12 INCHES
Tl 711
_
--
-- NP/���T-7.
• ALL OTHER AREA
WITH SLOPE
14 DAYS
NONE (EXCEPT FOR PERIMETERS
WORKDAY TOENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
ESTSR2380YPUBLLCRO.W.
FLATTER THAN 41
I C\"
AND HOW ZONES)
9. MAINTAININSPECT AND PROPERLY _
SR 1360
LJN/NCr TR
1
REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
WEEKLY AND AF ER EVERYRAIINFALLLLLEVENT.��DSEDIMENTCONTROLMEASURES
• OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
^ _"EXTENSIONS
- -____
9. INSTALL ANY ADDITIONAL EROSION CONTROL MEPSU RES AS NECESSARY TO PREVENT
-- "" - RP RAP CLASS B
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
SEDIMENT RUNOFF.
STONE THICKNESS=12INCHES
-- STONE DIA=a 'N..:!1;2
QHEs
_
COMPLIANCE IMPRACTICABLE." (SECTION II. B(2)(b))
10. PROVIDE NCDENR-DNA NTH THE LOCATION OF OFFSITESTOCKPILES USED TO STORE
.T &STABILIZE
3:1 SLOPE OR
WE x4.5W x 15'D EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN
UPLAND AREA IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED
AREA FOR THE BORRONSPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE
-- _ PERMIT. THE CONTRACTOR NMLL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED
FOR THIS PROJECT TONCDENR-DWO. THIS AREA MUST ALSO BEAN UPLAND AREA
PHASE 11 EROSION CONTROL CONSTRUCTION SEQUENCE
1. INSPECT AND MAINTAIN ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES.
Z INSTALL UTILITIES AND STORM DRAINAGE PIPING AS SHOWN ON PLANS. AS STORM
DRAINAGE PIPING IS INSTALLED, INSTALL HARDWARE CLOTH AND GRAVEL INLET
PROTECTION AT ALL STORM INLETS AS THEY ARE BROUGHT UP TO FINAL GRADE.
3. AS BUILDING CONSTRUCTION PROGRESSES, BEGIN GRADING OPERATIONS FOR THE
NEW PARKING LOTS AND ASSOCIATED ACCESS DRIVES AND INFRASTRUCTURE. BRING
THE SITE TO ROUGH GRADE AS CONSTRUCTION PROGRESSES.
4. BEGIN TO FINE GRADE PARKING AREAS AND INSTALL CRUSHED STONE SUB -GRADE.
5. FINISH FINE GRADING OF SITE AND COMPLETE UTILITY INSTALLATION. INSTALLASPHALT
IN THE PARKING LOTS.
6. STABILIZE ALL DISTURBED SOILS ON SITE PER THE PERMANENT SEEDING
SPECIFICATION. REMOVE DIVERSION DITCHES AS PERMANENT DRAINAGE PATTERNS
ARE ESTABLISHED AND THEY ARE NO LONGER REQUIRED TO TRANSPORT SEDIMENT TO
SKIMMER SEDIMENT BASIN 91.
7. ONCE THE SITE HAS BEEN PERMANENTLY STABILIZED, PER THE SEEDING
SPECIFICATIONS. CONTACT WAKE COUNTY FOR FINAL INSPECTION AND APPROVAL.
CONTACT FOR WAKE COUNTY IS DEBRA TANNER, ENVIRONMENTAL CONSULTANT
(91 BB42-7142).
S. IF APPROVED BY WAKE COUNTY INSPECTIONS; REMOVE REMAINING EROSION CONTROL
MEASURES AND CONVERT THE SKIMMER SEDIMENT BASIN TO A AET POND BMP AS
FOLLOWS:
SA REMOVE ALL SEDIMENT ACCUMULATION FROM THE SKIMMER SEDIMENT BASIN,
ALL STORMWATER DRAINAGE STRUCTURES AND ALL RIPRAP DISSIPATER PADS.
B.B. RE -GRADE BOTTOM OF BASIN, BASIN SLOPES AND SPILLWAY AS REQUIRED TO
OBTAIN THE ORIGINAL PLAN SPECIFICATIONS AND DETAILS OF THE WET POND BMP.
DB 1606o
U
NTHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBMG ACTIVITY.
NPDES GROUND STABILIZATION:
=-
PIw 7 66
THOMAS _ E t
�
4..n
BANCE
° �
LYNN USt Sw -. yeYLy
k
W
LS IF CE
ON -- - -
N083(f�8`W C
y c '
1. ALL PERIMETER DIKES, SWALES, DITCHES PERIMETER SLOPES AND ALL SLOPES
134.91
La l4
tlC4: 3CM
RAP CLASS A
0.117 <k"I :,
•>
_
WI.I, ANDS
�E y•,•F
JLI :�
iRIP
STONE THICKNESS= 12 INCHES
Tl 711
_
PERMANENT STABILIZATION NTH GROUND COVER AS SOON AS PRACTICABLE BUT IN
\
MOLE W/CLASSA RIP RAPTHICKNESS=
D 1F, /..NGS
ZOhIVi.' :'4
.ANO
CL w'•S
STONE DIA= 3INCHES
12"Es
I C\"
I
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
i,:C.-N,
ONE DIA•3INCHES
LJN/NCr TR
1
REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
. 3,8W x 1.00
A
tx;w1
_
S {
�l� l
° �-6i,
;TION
i. m
4
PHASE 11 EROSION CONTROL CONSTRUCTION SEQUENCE
1. INSPECT AND MAINTAIN ALL PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES.
Z INSTALL UTILITIES AND STORM DRAINAGE PIPING AS SHOWN ON PLANS. AS STORM
DRAINAGE PIPING IS INSTALLED, INSTALL HARDWARE CLOTH AND GRAVEL INLET
PROTECTION AT ALL STORM INLETS AS THEY ARE BROUGHT UP TO FINAL GRADE.
3. AS BUILDING CONSTRUCTION PROGRESSES, BEGIN GRADING OPERATIONS FOR THE
NEW PARKING LOTS AND ASSOCIATED ACCESS DRIVES AND INFRASTRUCTURE. BRING
THE SITE TO ROUGH GRADE AS CONSTRUCTION PROGRESSES.
4. BEGIN TO FINE GRADE PARKING AREAS AND INSTALL CRUSHED STONE SUB -GRADE.
5. FINISH FINE GRADING OF SITE AND COMPLETE UTILITY INSTALLATION. INSTALLASPHALT
IN THE PARKING LOTS.
6. STABILIZE ALL DISTURBED SOILS ON SITE PER THE PERMANENT SEEDING
SPECIFICATION. REMOVE DIVERSION DITCHES AS PERMANENT DRAINAGE PATTERNS
ARE ESTABLISHED AND THEY ARE NO LONGER REQUIRED TO TRANSPORT SEDIMENT TO
SKIMMER SEDIMENT BASIN 91.
7. ONCE THE SITE HAS BEEN PERMANENTLY STABILIZED, PER THE SEEDING
SPECIFICATIONS. CONTACT WAKE COUNTY FOR FINAL INSPECTION AND APPROVAL.
CONTACT FOR WAKE COUNTY IS DEBRA TANNER, ENVIRONMENTAL CONSULTANT
(91 BB42-7142).
S. IF APPROVED BY WAKE COUNTY INSPECTIONS; REMOVE REMAINING EROSION CONTROL
MEASURES AND CONVERT THE SKIMMER SEDIMENT BASIN TO A AET POND BMP AS
FOLLOWS:
SA REMOVE ALL SEDIMENT ACCUMULATION FROM THE SKIMMER SEDIMENT BASIN,
ALL STORMWATER DRAINAGE STRUCTURES AND ALL RIPRAP DISSIPATER PADS.
B.B. RE -GRADE BOTTOM OF BASIN, BASIN SLOPES AND SPILLWAY AS REQUIRED TO
OBTAIN THE ORIGINAL PLAN SPECIFICATIONS AND DETAILS OF THE WET POND BMP.
IV _ J r, - `- i RIP RAP CLASS a,
1 N-2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
Fq I A N, STONE THICKNESS= 12 INCHES *I STABILIZATION WITH GROUND COVER AS SOCK AS PRACTICABLE BUT IN ANYEVENT
DB 1606o
U
NTHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBMG ACTIVITY.
NPDES GROUND STABILIZATION:
=-
PIw 7 66
THOMAS _ E t
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING
4..n
ter: .. -•'"
° �
LYNN USt Sw -. yeYLy
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWNG
SCHEDULE:
W
LS IF CE
ON -- - -
N083(f�8`W C
y c '
1. ALL PERIMETER DIKES, SWALES, DITCHES PERIMETER SLOPES AND ALL SLOPES
134.91
La l4
tlC4: 3CM
RAP CLASS A
0.117 <k"I :,
11 0 .7S f•.
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR
&C4tl 19F7.,'a
x
Pit, 775 L
FA � ?1544:
`N
iRIP
STONE THICKNESS= 12 INCHES
I
LAA SE' T14J A'}..
PERMANENT STABILIZATION NTH GROUND COVER AS SOON AS PRACTICABLE BUT IN
HORSESHOE INLET
1
D 1F, /..NGS
ZOhIVi.' :'4
.ANO
CL w'•S
STONE DIA= 3INCHES
J ,.. rNGS TjM,_-L NGS
7JN;NG 'F I �aV/N� '.' I
I C\"
I
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
PROTECTION
LJN/NCr TR
1
REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
&Lx 4.SWx 1D
A
tx;w1
_
IV _ J r, - `- i RIP RAP CLASS a,
1 N-2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
Fq I A N, STONE THICKNESS= 12 INCHES *I STABILIZATION WITH GROUND COVER AS SOCK AS PRACTICABLE BUT IN ANYEVENT
STONE DI/ 3INCHES
,. lZL x 6W x 1.5D
DB 1606o
U
NTHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBMG ACTIVITY.
NOTE:
l
PIw 7 66
THOMAS _ E t
_
I
4..n
Y ' OFZEBU_OV 141HfLLD Oi7FGUi. ON
o;
LYNN USt Sw -. yeYLy
7,c
'i10MA S
LS IF CE
2
tn, yF TII O A -ILY
y c '
97 e? 67 1
7
La l4
tlC4: 3CM
THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED EVIDENTBY
20hIN� ...
11 0 .7S f•.
�y, F J._
nv J 5 SR.:
&C4tl 19F7.,'a
x
Pit, 775 L
FA � ?1544:
`N
o
' A ,I1 '
US /NYC 'A.r
LAA SE' T14J A'}..
USE. YO F:1 .:.1 i .AN . , of TI.O U11t
.q T
RESPONSIBLE FOR CONDUCTING'SELF INSPECTIONS' INDICATING THE DATE BMPS ARE
1
D 1F, /..NGS
ZOhIVi.' :'4
.ANO
CL w'•S
.WEii 1NGS
J ,.. rNGS TjM,_-L NGS
7JN;NG 'F I �aV/N� '.' I
yyyE
I
'
_-<`b itit- TP
LJN/NCr TR
1
REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
tx;w1
_
STONE DI/ 3INCHES
,. lZL x 6W x 1.5D
Lu
U
NTHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBMG ACTIVITY.
NOTE:
O
s$
_
I
Li 1`1.Y
THE NPDES CONSTRUCTION PERMIT REWIRES EROSION CONTROL DEVICES AND STORM
u✓.: is t0 FA i.
N 1,
s
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A
DH LIN ,-Y
ZGNiN3 TR
tn, yF TII O A -ILY
.51NCH RAN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT
nv-EL
E�
THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED EVIDENTBY
T.'
�S
95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING TO FACILITATE RAINFALL
MONITORING RAN GAUGE IS REWIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS
- -
RESPONSIBLE FOR CONDUCTING'SELF INSPECTIONS' INDICATING THE DATE BMPS ARE
39087
INSTALLED AND STABILIZATION MEASURES (SEEDINGMULCHING OR SOD) ARE INITIATED. THE
SHEET NC
-$
"SELF INSPECTION' REPORTS WILL BE MAINTAINED ALONG WTH THE NPDES" INSPECTION
I
REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES
REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL
,� PERMITS AND PLANS ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION.
E_DL- t1 !,, PLAN,
TTER OF
NPDES CONSTRUCTION OF THE PERMIT WILL BE MAINTAIAND SEDIMENTATION NED BY THE CONTRACTOR AT E O SAND
OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE
m - ----- - _ s. _i-'T'� ` _ - -- _ MANAGEMENT PERMIT NUMBER EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT
- - NUMBER WILL BE DISCLOSED.
ry SHEPARD SCHOOL ROAD 60' PUBLIC R. 0, W SILT FENCE OUTLETS ARE TO BE
PROVIDED ALONG ALL LOW POINTS
5 SR 2406 CR OVN OF SLTFENCE AND AREAS VIHERE
RUNOFF MAY CONCENTRATE
CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLET;
g SCALE 1"�0' AS NECESSARY TO ENSURE SILT
5 FENCE IS FULLY FUNCTIONAL
D as SO' THROUGHOUT THE DURATION OF
CONSTRUCTION.
E
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03/30/17
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1211412D16
DRAWN BY
C GLASS
DESI( D BY
A BARBEAU
Ort ED BY
R BAKER
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AS SHOWR
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DB No.
'#
39087
6g
SHEET NC
C2.1
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I

-- ---. _ ' V PRI V` T IMPERVIOUS LAND USE TABLE DA01 DA92 DA 03 DA94 DA 05 DA"
---- --- _ — _ TE S TSRET 60' PUSL /C R O. w
PROPO
SED ED IM IMPERVIOUS ERV OUS 1024 C 0,0 AC 0.02 C 0.03 AC 0.0 AC 0.0 AC
2380 / I
w 1-
1 1,
/
,
1 � _
v�
i
PROPERTY LINE TO BE REMOVED
PARCELS TO BE RE -COMBINED Z ( ' - PROP. DRIVEWAY FOR
' AS PAI FIRE ACCESS
.89VOt RT OF PROJECT
WOOS. I J PROP.
- _,90 ' * IWWOOD \\ A/ -,-:fD
•Sot NCE
.O
/ IJ --� 13• ,1Uo� _
S-
PROP 6' W000 FENCE
-REAR
(l! �OSCgpE ti .. 6c�+
�I,L'n N d6105. fD t r0
a (
r.,� J X GARDEN PLOTS
X M,0p,4p -- - f7' 3�, JNEZANDS \ \SE J
106 -. ;o'RE SAP B� x��i0pry
;BETA/N/NG W �� 1-'� \ PROP. 4' HIGH BLACK VINYL
PR INT. x 17 ,t, : h tD '1- �- \ CHAIN LINK FENCE
J 1• - � •%. '� _ MAINT. SHED � - \
M•�•t0'UN�pE \ � � \- ��\ PROP.BMP EASEMENT '
.� '1
' \ cy - x--22' PROP. CONIC. VALLEY GUTTER`Z
(ADA MOUNTABLE)
PRORDUMPSTER PROPOSED SENIOR
\ / 'V PROP. AOA SIGNS W. \ \ vl \ I
r \ CGRRAL ') PROP. ADA SIGNS (TYP.) - - _ APARTMENT BUILDINGL R )
\ \ PROP. TAPER 5r' PROP. WHEEL STOP(TYp.) PROP. WHEEL STOP(TYP.)
30 FROKrSF4CK \ CURB
30'LANOSCAPEB�FER��- T I 6. PROP. ADA RAMP
_
' Y1 PROP. CONIC. FLUME \
PROP. ADA RAMP
PROP, CONC. FLUME �\ \ \� `\,,,r 5711 -Al.-
A%SS'Z7"\. ...\\�-•-�1 ii'S4/-4s
- - 124,__ �e-7�-- daa19' 6 •1 .�: ' ' fo '� �\ \ wc�:.
19' ' u ., g•... ., PROP. ARFA \\ � ....
l l �2'LANDSC 8 GUTTER I 9 _ 5• s O \ , \ `\ \\ li
15'S/D PROP. 6' WOOD FENCEB' g• g, A \ ; A
'..'I, x �R5' RS' R5' R5'CROSSWALK AUa RAMP' Y-'� \ \ �l(\\\-,\\\
9
O
I�/^4 c 115.c P c BGUTTER
\
c L _ \
20' HEAVY DUTY ASHPALT _-
s v
I/ -STANDARD DUTY ASHPALT-r-�-'..'-- :; �- —. .•, R50, — - _ _. — __. .. .,,, �'�
I // 3p•fRONJ Y./nn(.'K- PROP TRANSITION FROM
J + _39�'1�� •- �-
LACY vlCx _ _—I }y4,g1•I 60.03" I lw.eT \\
J���__ ) ACCESSIBLE
-- -'.--1 PARKING SPACES _ r PROP (a) COMPACT 9'x1S
_ 2 ' F -F TO 26' F -F
'�- -.. _ _ / PARKING SPACES ITYP)
N '�dJ ------ 7'4S1T WITH COMPACT SPA
ati US.. Sav :N:tiii �---------------- --- � _ SPACE--
DY/ELL NGJ ' — - - - - , - - J� - - - 9500• AND PA'lN 'C' j \
ZONING TR I \
\ / PROP. RETAI _•
R0; N V 2 'M1 I i i i i NTNG `HALL i \
P 3-; I
\\
4 P C ,' rhR O Z cL:.fi`•
NO t F NG rAh+'t" I - I T 1 d L -'= I i:7A' S -
7. vM,-- TR I t C HIOV e9e?PI f< JA ;C' IG
I 1 I I N 1 I iYR'. f I ) k F
' J) n1 _. _A/J G 1;lir 5_ 7[) s L1' h IN QTLY? 1'L <.. 7J' ^ _AN USE -.iHrfl 'N. LS FYn -0lN
H R o
,:.y _qpT ON Vc• �: \
al
PROP. IDENTITY SIGN II
I ' I I
SITE LAYOUT NOTES
PROP. 17))CW CORwLE
PROP. STOP SIGN '
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WVITH THE TOWN OF ZEBULON AND NCDOT STANDARDS
-
AND SPECIFICATIONS.
EA FHA
-
-r PROP. SSOP-DAR.. - R25 — : ,,., -�► — - -
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL FACE OR PROPERTY LINE.
— — —
PROP. ADRAMP PROP. ADA RAMP—
A
_—._
'4� W'L
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO CONSTRUCTION.
I ��a.—�.�
��y
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING
ANY RELATED CONSTRUCTION.
, PROP ACCESSIBLE CROSSWALK
STRIPED WRFLNCDOT
4. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY'NORTH
d II
X 8'DIP APPROVED NEOPIAS IC PAINT
CAROLINA ONE CALL' (811) OR (1-800.832<849) 70 HAVE EXISTING UTILITIES LOCATED.
-
5. REFER TOARCHITECTURAL DRAWNCSFOR DMENSIONSOF THE BUILDING.
6. ALL CURB AND GUTTERONSITE SHALL BE 34' WIDE. ALL CURB AND GUTTER IN THE PUBLIC RIGHT OF
WAY SHALT BE 30' VIDE.
— --. -
7. TRANSITION FROM 90' TO 24' CURB AND GUTTER IS TO OCCUR ON-SITE. THIS TRANSITION SHALL BE 10'
LONG IMMEDIATELY ADJACENT TO PUBLIC RIGHT OF WAY.
8. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER TOM OF ZEBULON OR NCDOT
SHEPARD SCHOOL ROAD 60' PUSL /C R. O. W.
STANDARDS AND SPECIFICATIONS.
SR 2406
9. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE FOLIAGE, BERMING, PARKED
VEHICLES OR SIGN BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE
THE CURB LINE ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EYJSTS. SHALL BE PLACED
IATHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRNATE STREET OR DRIVEWAY CONTAINED EITHER ON
THE PROPERTY OR ON AN ADJOINING PROPERTY.
£B Obh
SCALE 1190'
0 30' 60,
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL RULES AND
REGULATIPONS
PUBLIC UTIUTIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
O
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f
12/14/2016
DP BY
C. GLASS
DESIGNED BY
A BARBEAU
CIECKED BY
R. BAKER
SCPLF
AS SHOWN
IN
in
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2
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39087
C3.0

Upstream Ownstream
Inlet Inlet
Upstream Dwnstream Upstream
TOC/Grnd I TOC/Grnd
Dwnstream
In Ven Invert
Length Pipe
Dia.'
Slope !
Drains a
8
Area
Runo((
Coeff
Pip,
Intensity Type
-value
FlowRate
Capacity
Full
Upstream
HGL
Dwnstream
HGL
Upstream Dwnsiream
Velocity Velociry
-(ft)
1711
(ft)
(ft)
Iftl
linl
1%)
lacl
ICI
(-IIn/hr)
Ids)
III
(ft)
Ift)
Ift/sl
(ft/s)
1
2
302.50 301.90
29&20
2%.16
290.5
15
0.70
0.78
0.73
7.24
RCP
0.013
4.12
5.41
299.02
2%.%
4.82
4.85
2
3
301.90 299.10
295.95
295.36
86.1
18
0.70
045
0.89
6.84
RCP
0.013
6.64
8.76
2%.96
2%.34
5.33
5.45
3
FES %4
299.10 294.80
295.16
294.80
26.6
18
1.36
0.21
0.92
6.14
RCP
0.013
7.84
12.23
296.24
295.67
5.74
7.34
FES IS
TES p6
295.60 295.10
295.60
295.10
58.80
2a
0.85
2.73
0.65
7.22
RCP
0.013
12.81
21.2
297.6
297.3
FES 99(292.327
6.8
FES I7
FES R8
292.170 291.50
292.00
291.%
48.00
18
1.04
1.41
0.65
7.22
RCP
0.013
6.62
10.7
293.6
293.2
6.4
48LF18-RCP
..-_ Q 1.04%
FES IB
(291.507
/
Iv 1
9. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT
I
2'X20'
I TC 300.75 (HP) 1 ZX2(Y
CORWILE
R SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE
_ _. - -
s,
EX
-
- _ _-
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL
-_
_- _ __ _
"
-
CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TOPROVIDE POSITIVE
_
- .-i f+ L;
si
----
tL.
1 `.
/ / TOP OF BANK
I
---_
OLS
.�
RIPARIAN BUFFER ^
r
--
UNDISTURBED UNLESS NOTED OTHERNASE
---- ---- -
-.,__ . •-
i•4s
C/L EX STREAM
DAMAGED WRING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY
299.75 BW
ZO'
THE CONTRACTOR USING LICENSED LANDSCAPE CONTRACTOR AT NO
-
ADDITIONAL COST TO THE OWNER.
302.fi TW
Z `
ONE 2
13. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND WAKE COUNTY
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
S- FLj RE,' SCta 0.L RO./A, 6. PUBL CC R. D. It,
PUFFER
./3UFpER
14. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF
SR 21406
ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING
.Oei'
CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
�j����1,:N!I1fErman
188
A@�F�giSl�'A41�SIfg6��^�ai�R7fD®�OII�t1aBER9iBi`l�l�S
395
'
�4 • �1\M \\\
,.,- -
FWR IIGIR
�i''-�I
FES 99(292.327
_
57 LF 18'
I
•�
a©�'. 9711
-:-" COMROLSTRUCTURE
�i
31
'
1
\
I
r' • • -
I
2s1 SLOPE TO AVOID
303.70
-
OR 303.55,
sF WETLANDS
GR 30325 GR 303.70
476.iB�li�i�(��
\\
_
FLUME #10
--1
303.50 w
��-
.:
- C
INVw (303.15)
GR 304.00
'�
: S7REAM�INE
wV OUT (303.00)
302.00 TW
T POND
��� �•'��
BMP
u0
L��M�
48LF18-RCP
..-_ Q 1.04%
FES IB
(291.507
/
Iv 1
TC
yy D OO
FL
f" \ FLWHAZARD
SOLLS
_ 7C 304.75-•-r•---,
) 1 - . _ .. - - us 295.50 TW
" 30'FRONj SE79AGF-- 7C 303.50 --- 7C 305.00 _ sm -
I - - ---- - - -- - -- -
.". 7C 304.50
.. __ - -
TC 301.75 '; `I j
_ �. W 295.20 TW � \\
r ------ MAIC 31 SLOPE WSIDE - - - �'-�•�L /.1 \
_. ,� _ y.-. .. -�--- TC 305.50 --<- � --4•--------.`- CORSSE (TYP) .. TS4.91'I - EOAZ.
Tc 302. W
29s.oD Bw -
a -
7C 305.75
�`- )---------------- _ --- _ - N067 ]4'Y/ - - NOB'IY/6'W- FES 716 (295.10) I \ d \\ \\
\�� \
X00RCP (Q1 0.9% \ \
+ I 296.00 BW
299.00 TW
I
286.25 BW
.� 289.75 TW
287.25 BW
297.60 TW
_ I 297.358W } j
GRADING NOTES
1. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
2. ALL BACKFILL COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNER'S INDEPENDENT TESTING LABORATORY.
3. ALL SPOT ELEVATIONS INDICA7EDARE AT TOP OF CURB UNLESS NOTED
OTHERWISE.
4, ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
5. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
6, ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE
NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS.
7. ALL ADA ACCESSIBLE SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.096) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
8, IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND.
L
9. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT
I
2'X20'
I TC 300.75 (HP) 1 ZX2(Y
CORWILE
R SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE
_ _. - -
SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
LABELED THAT SHOULD BE TAKING INTO CONSIDERATION. THE CONTRACTOR
EX
-
- _ _-
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL
-_
_- _ __ _
"
-
CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TOPROVIDE POSITIVE
_
- .-i f+ L;
DRAINAGE.
----
3D_
ZONE
1 `.
/ / TOP OF BANK
I
---_
AFTER STOPPAGE OF WORK EACH DAY (SEE DETAIL SHEET).
.�
RIPARIAN BUFFER ^
r
--
UNDISTURBED UNLESS NOTED OTHERNASE
---- ---- -
-.,__ . •-
C/L EX STREAM
DAMAGED WRING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY
299.75 BW
ZO'
THE CONTRACTOR USING LICENSED LANDSCAPE CONTRACTOR AT NO
-
ADDITIONAL COST TO THE OWNER.
302.fi TW
Z `
ONE 2
13. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND WAKE COUNTY
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
S- FLj RE,' SCta 0.L RO./A, 6. PUBL CC R. D. It,
PUFFER
./3UFpER
14. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF
SR 21406
ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING
.Oei'
CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
188
395
" '^--�.{-
�4 • �1\M \\\
,.,- -
FES 99(292.327
57 LF 18'
I
-:-" COMROLSTRUCTURE
`
(SEE DETAIL SHEET)
\
I
2s1 SLOPE TO AVOID
-
OR 303.55,
sF WETLANDS
GR 30325 GR 303.70
\\
_
FLUME #10
--1
303.50 w
��-
.:
- C
INVw (303.15)
GR 304.00
'�
: S7REAM�INE
wV OUT (303.00)
302.00 TW
T POND
��� �•'��
BMP
TC
yy D OO
FL
f" \ FLWHAZARD
SOLLS
_ 7C 304.75-•-r•---,
) 1 - . _ .. - - us 295.50 TW
" 30'FRONj SE79AGF-- 7C 303.50 --- 7C 305.00 _ sm -
I - - ---- - - -- - -- -
.". 7C 304.50
.. __ - -
TC 301.75 '; `I j
_ �. W 295.20 TW � \\
r ------ MAIC 31 SLOPE WSIDE - - - �'-�•�L /.1 \
_. ,� _ y.-. .. -�--- TC 305.50 --<- � --4•--------.`- CORSSE (TYP) .. TS4.91'I - EOAZ.
Tc 302. W
29s.oD Bw -
a -
7C 305.75
�`- )---------------- _ --- _ - N067 ]4'Y/ - - NOB'IY/6'W- FES 716 (295.10) I \ d \\ \\
\�� \
X00RCP (Q1 0.9% \ \
+ I 296.00 BW
299.00 TW
I
286.25 BW
.� 289.75 TW
287.25 BW
297.60 TW
_ I 297.358W } j
GRADING NOTES
1. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
2. ALL BACKFILL COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNER'S INDEPENDENT TESTING LABORATORY.
3. ALL SPOT ELEVATIONS INDICA7EDARE AT TOP OF CURB UNLESS NOTED
OTHERWISE.
4, ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
5. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
6, ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE
NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS.
7. ALL ADA ACCESSIBLE SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.096) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
8, IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND.
L
EB OVN
SCALE 130
0 30' BO
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL RULES AND
REC-ULATIPONS
PUBLIC UTIUTIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
00
0 0 0
c DATE
z
1211412016
O
DPAWIV BY
C. GLASS
• DESIINED By
• P. BARBEAU
• CH -ED By
R. BAKER
• SCA1E
AS SHOWN
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39087
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Ice No
39087
C4.0
9. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT
I
2'X20'
I TC 300.75 (HP) 1 ZX2(Y
CORWILE
R SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE
_ _. - -
SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
LABELED THAT SHOULD BE TAKING INTO CONSIDERATION. THE CONTRACTOR
EX
-
- _ _-
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE THAT ALL
-_
_- _ __ _
"
-
CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TOPROVIDE POSITIVE
_
- .-i f+ L;
DRAINAGE.
----
10. ALL STORM DRAINPIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION
[ GR 300.00
AFTER STOPPAGE OF WORK EACH DAY (SEE DETAIL SHEET).
11. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS STALL REMAIN
--
UNDISTURBED UNLESS NOTED OTHERNASE
---- ---- -
-.,__ . •-
12. ANY
AND ALL LANDSCAPING AND EXISTING TREES& SHRUBS TO REMAIN WHICH_ARE
DAMAGED WRING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY
THE CONTRACTOR USING LICENSED LANDSCAPE CONTRACTOR AT NO
-
ADDITIONAL COST TO THE OWNER.
`
13. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE AND WAKE COUNTY
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE.
S- FLj RE,' SCta 0.L RO./A, 6. PUBL CC R. D. It,
14. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF
SR 21406
ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING
CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
EB OVN
SCALE 130
0 30' BO
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL RULES AND
REC-ULATIPONS
PUBLIC UTIUTIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
00
0 0 0
c DATE
z
1211412016
O
DPAWIV BY
C. GLASS
• DESIINED By
• P. BARBEAU
• CH -ED By
R. BAKER
• SCA1E
AS SHOWN
oR
DZz
OLnN J
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Ln (f)
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39087
V /
Ice No
39087
C4.0

HIM
Iff-m
ff-m
300
MIS
290
280
PH FHEXSS #1
FH
FOP =31279
IN IN = 308.29 6 \ \
INV OUT =306. Nd l� \'\ \ \
--
" EX SSMH M3
TOP=29641
y� : p /NV /N = 289.96 /NORTH)
0 1 1150. 6,1i 2+00', lid— V \\` \\ INV/N=289.01 RYES T)
-------- --- -- -- ------ ------ — - .�, - \ INV WT=288.86
(1I1H
6.50...
EXISTING 20 00' / - - - y EX SSMN N7
SANITARY SEWER .\ _ ._.��. TOP 2915776,�.1g
EASEMENT INV /N - 291.77 , '
INV OUT =291DRIVEWAY CULVERT
.52 I \
l
FES $5 TO FES 116 ti \''1j
If.{.
EXISTING SANITARY SEWER PLAN VIEW
SCALE 1'=30'
0 30 60'
.rT
r
; ;
,
I
_
I I
,
I
EXISTING GRADE
f.
PROP GRADE (T1'P)
_ ,
I
__-PROP.
14' WIDE 1
I
r 1
RIVEWAY •'.
,...
..
GRADE 3'1 MAX
\. RAISE EX PoM T02%.00-
.
(1.0 ABOVE PROP. GRADE)
i
' TOP OF BMP DAM (298.001
-__. i
L
�
I
DRIVEWAY CULVERT
._.... �
t
� 3'MIN.CDVER
FES 75 TO FES U6 _
/
TIE TO EX _.
f -
INV IN (295 60)
57 LF 24"RCP @ 0 9% PROP. GRADE
-)-
PROPOSED 6'Wii
3'1 MAX
-._
t _
-
�.
..�
_.... -._
� t0)
pRppp INV OUT (2%
�-
T'
. _ 1
LEARWA
/ 5' MIN C WAE%GRADE
(TYP
I -
f-
1
Ll
_
{ t ,
_i
I
I
-0+50
uwu u+ou 1wu I— 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
EXISTING SANITARY SEWER PROFILE VIEW
SCALE
HORIZONTAL = 1 X30
VERTICAL = 1 �3'
0 30 60
315
310
305
300
2%
2%
265
260
6+00 6+50 7+00 7+50 846.16
I— OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE WITH ALL LOCK. STATE
AND FEDERAL RULES AND
REGULATIPONS
Pu6LIC Ur;uTIE<
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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AREA 0.774 ACRES 1 - '�.rb
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ON 76RMAX SPACN6 ABK16652 FG 000383
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6yE1TJWOS
OPERTY LINE TO BE
PARCELS TO BE RE -
j
OVEO i ll _y .1� X-..� 11. `-' I . i -.-i .'-.1 3c� \soots
Os NAZARO
soot
UTILITY NOTES
1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2. ALL UNDERGROUND FEATURES NDI-ATED ON THE PLANS SHOULD BE CONSIDERED APPROXIMATE N LOCATION
AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF
ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
2. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL OVERHEAD AND UNDERGROUND
COMMUNICATION LINES, ELECTRIC AND GAS SERVICE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER
PAVEDAREAS.
3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE
STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
4. CURB STOPS ARE REWIRED AND SHALL BE LOCATED I FOOT FROM THE METER BOX CURB STOPS SHALL BE
INSTALLED IN A CURB STOP BOX AS MANUFACTURED BY FORD, AY. McDONALD, OR TRLMBULL.
5, SERVICE SADDLES SHALL BE ALL BRONZE NTH DOUBLE BRONZE STRAPS WITH A NEOPRENE '0" RING GASKET
ATTACHED TO THE BODY.
6. ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
METERS DIVISION
.
7. METERS WILL. BE THE SAME SIZE N DIAMETER AS THE SERVICE.
8. A3 CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
9. ALL 6' SANITARY SEINER SERVICES CONNECTIONS SHALL BE MADE INTO MANHOLES ONLY.
10, UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CITY OF RALEIGH STANDARDS.
11. ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, BRICK TREES, SHRUBS, ETC) SHALL BE
REPLACED ACCORDING TO TOWN OF ZEBULON AND NCDOT STANDARDS AND SPECIFICATIONS.
L
1 W&DESETBACK 1 / +
ASSEMBLY,
FN
.....
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6"DIP FDC LINE
CLI
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UTILITY NOTES
1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2. ALL UNDERGROUND FEATURES NDI-ATED ON THE PLANS SHOULD BE CONSIDERED APPROXIMATE N LOCATION
AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF
ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
2. CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL OVERHEAD AND UNDERGROUND
COMMUNICATION LINES, ELECTRIC AND GAS SERVICE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER
PAVEDAREAS.
3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE
STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
4. CURB STOPS ARE REWIRED AND SHALL BE LOCATED I FOOT FROM THE METER BOX CURB STOPS SHALL BE
INSTALLED IN A CURB STOP BOX AS MANUFACTURED BY FORD, AY. McDONALD, OR TRLMBULL.
5, SERVICE SADDLES SHALL BE ALL BRONZE NTH DOUBLE BRONZE STRAPS WITH A NEOPRENE '0" RING GASKET
ATTACHED TO THE BODY.
6. ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
METERS DIVISION
.
7. METERS WILL. BE THE SAME SIZE N DIAMETER AS THE SERVICE.
8. A3 CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
9. ALL 6' SANITARY SEINER SERVICES CONNECTIONS SHALL BE MADE INTO MANHOLES ONLY.
10, UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CITY OF RALEIGH STANDARDS.
11. ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, BRICK TREES, SHRUBS, ETC) SHALL BE
REPLACED ACCORDING TO TOWN OF ZEBULON AND NCDOT STANDARDS AND SPECIFICATIONS.
L
J E
EX OVERHEAD POWER SHEPARD SCHOOL ROAD 60' PL)Bi
POLE TO BE RELOCATED
SR 2406
WATERLINE W/ 7' WM & WILKENS (CONTRACT OR FIELD VERIFY)
375 RPZ IN ABOVE GROUND HOT
BOX
'ROP. 12' z 20' COR
WATERLINE ESMT -
'ROP. 6 1,8' TS & VALVE (H --
REF. OPEN CUT; CORPUD DETAIL W-34
CITY OF RALEIGH STANDARD UTILITY NOTES'
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE N ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE:
CORPUD HANDBOOK CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
a) ADISTANCE OF 100'SHALL BEMAINTAINED BETWEEN SANITARY SEWER &ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH ASAN IMPOUNDED
RESERVOIR USED ASA SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED& INSTALLED TOWATERLNE SPECIFICATIONS. HOWEVER,THE
MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR
W FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10. IF THIS SEPARATION CANNOT BE MAINTAINED
DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN
ASEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE
DIAMETER TO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A
SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10 ON EACH SIDE OF CROSSING MUST BE SPECIFIED &
INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR
SANITARY SEWER.
e) MAINTAIN 18' MIN VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM
DRAIN CROSSINGS: MAINTAIN 24' MIN. VERTICAL SEPARATION AT ALL
SANITARY SEWER & RCP STORM DRAIN CROSSINGS WHERE ADEQUATE
SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6' MINIMUM CLEARANCE (PER CORPUD DETAILS W41 & S49)
0 ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 1S' MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW &APPROVAL OF AN
AMENDED PLAN MOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A
24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0 MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &SEWER FORCEMANS.
4.0 MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6 IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING
WATER & SEWER SERVICES NOT BEING USED N REDEVELOPMENT OF A SITE
UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT THIS INCLUDES ABANDONING TAP AT MAN AND REMOVAL OF
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7, INSTALL 2'COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR
WITHIN A7 X2'WATERUNE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE
APPLICANTS RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH
CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
S. INSTALL 6" PVC SEWER SERVICES • 1.0%MINIMUM GRADE WTH CLEANOUTS
LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET
MAXIMUM.
8 PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES
EXCEEDING 90 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
SEWER SERVICES HAVING BUILDING DRAINS LONER THAN 1.0 ABOVE THE NEXT
UPSTREAM MANHOLE.
10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED
FROM NCDWQ. USACE MOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND MOR
FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11.NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY
UTILITY WORK (INCLUDING MAN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR
RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR /OIL WATER SEPARATOR SIZING CALCULATIONS &
INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUDFOG
COORDINATOR COORDATOR PRIOR TO ISSUAAICE OF A BUILDING PERMIT. CONTACT
TIM BEASLEY AT [phone] OR TMOTHY.BEASLEY•RALEIGENC.GOV FOR
MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON
DEGREE OF HEALTH HAZARD INVOLVED AS LISTED N APPENDUC-B OF THE RULES
GOVERNING PUBLIC WATER SYSTEMS N NORTH CAROLINA. THESE GUIDELINES
ARE THE MINIMUM REQUIREMENTS, THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE
UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE
INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS OR THE LOCAL
CROSSCONECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
CONTACT JOANIE HARTLEY AT (919) 8965823 OR
JOANIEHARTLEYCDRALEIGHNC.GOV FOR MORE INFORMATION.
09OVN
SCALEV-40'
0 q0' 80
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE YATH ALL LOCAL. STATE
AND FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE Clry OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
0
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12/14/2016
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375 RPZ IN ABOVE GROUND HOT
BOX
'ROP. 12' z 20' COR
WATERLINE ESMT -
'ROP. 6 1,8' TS & VALVE (H --
REF. OPEN CUT; CORPUD DETAIL W-34
CITY OF RALEIGH STANDARD UTILITY NOTES'
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE N ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE:
CORPUD HANDBOOK CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
a) ADISTANCE OF 100'SHALL BEMAINTAINED BETWEEN SANITARY SEWER &ANY
PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH ASAN IMPOUNDED
RESERVOIR USED ASA SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL
SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED& INSTALLED TOWATERLNE SPECIFICATIONS. HOWEVER,THE
MINIMUM
SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR
W FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10. IF THIS SEPARATION CANNOT BE MAINTAINED
DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN
ASEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE
DIAMETER TO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A
SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10 ON EACH SIDE OF CROSSING MUST BE SPECIFIED &
INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR
SANITARY SEWER.
e) MAINTAIN 18' MIN VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM
DRAIN CROSSINGS: MAINTAIN 24' MIN. VERTICAL SEPARATION AT ALL
SANITARY SEWER & RCP STORM DRAIN CROSSINGS WHERE ADEQUATE
SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6' MINIMUM CLEARANCE (PER CORPUD DETAILS W41 & S49)
0 ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER
FACILITIES WITH 1S' MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW &APPROVAL OF AN
AMENDED PLAN MOR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A
24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
5. 3.0 MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &SEWER FORCEMANS.
4.0 MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6 IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING
WATER & SEWER SERVICES NOT BEING USED N REDEVELOPMENT OF A SITE
UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT THIS INCLUDES ABANDONING TAP AT MAN AND REMOVAL OF
SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7, INSTALL 2'COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR
WITHIN A7 X2'WATERUNE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE
APPLICANTS RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH
CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
S. INSTALL 6" PVC SEWER SERVICES • 1.0%MINIMUM GRADE WTH CLEANOUTS
LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET
MAXIMUM.
8 PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES
EXCEEDING 90 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
SEWER SERVICES HAVING BUILDING DRAINS LONER THAN 1.0 ABOVE THE NEXT
UPSTREAM MANHOLE.
10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED
FROM NCDWQ. USACE MOR FEMA FOR ANY RIPARIAN BUFFER, WETLAND MOR
FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11.NCDOT /RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY
UTILITY WORK (INCLUDING MAN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR
RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR /OIL WATER SEPARATOR SIZING CALCULATIONS &
INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUDFOG
COORDINATOR COORDATOR PRIOR TO ISSUAAICE OF A BUILDING PERMIT. CONTACT
TIM BEASLEY AT [phone] OR TMOTHY.BEASLEY•RALEIGENC.GOV FOR
MORE INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON
DEGREE OF HEALTH HAZARD INVOLVED AS LISTED N APPENDUC-B OF THE RULES
GOVERNING PUBLIC WATER SYSTEMS N NORTH CAROLINA. THESE GUIDELINES
ARE THE MINIMUM REQUIREMENTS, THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE
UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE
INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS OR THE LOCAL
CROSSCONECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
CONTACT JOANIE HARTLEY AT (919) 8965823 OR
JOANIEHARTLEYCDRALEIGHNC.GOV FOR MORE INFORMATION.
09OVN
SCALEV-40'
0 q0' 80
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE YATH ALL LOCAL. STATE
AND FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATERIALS AND METHODS OF
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE Clry OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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TOWN OF ZEBULON _
S' TYPICAL SCREEN FENCE
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NOTES oxA xu to
•Iv r Ww. pas .__,Ox DETA.. 5
PERSPECTIVE ,
TOWN OF ZEBULON
I..I I..I
6•
TYP 81NPE
DDOO6E 1Mf1JC MT[D
ALLIORM ACCESS
LOO(
IY -TDP 6
CAST RI TDo
-
VALVE TO
CCVF F4CF
RY
...-- ,..
FBITSII GGDE
COVE FI SECTION
ISOMETRIC
A
O
I I
TAABE
TIE POIM [i TIE NEV TAP TM PTFE DOSING SEVER INW.
]IDMOUSE
]P.
u01£S CI.RB STW � C
6. 6 N7 STONE
1. —LET
1�EpT�NArEEAcrulEn BY SETmrs
IIDm®N •.-
'¢&1IXFL1ILEE TA— IN 6' UFIS.
. PEINFQt—NT. M ! 6. OCCV
a. CONCRETE: IAO IO E EB DAYS
a TRATTIC RATED
5. ALL — BACI6LUy PREVENfIDN
LEVICES MUST SE MSTFLLED PI®t TO
yraTcl
BOX INSTALLATION
-- -
PICKHOLE DETAIL
REPLACEMENT BSER RINGS
POS,® VNERE ANTS ARE NECESSITATED W TIE VDE, TIE
.1ORlTS SINLL BE SECUELY BOMED TDDETNER NTN AN APRRDVED
BASIC RISER MNG -
RIDllSTRIK L'RDP CDMECTOR TO PROVIDE ELECTRICAL CATTOAOTY.
Cf I SNALL BE .— METAL
2 THE CLEAMUT AT TIE RITRIT 6 VAY AND OR EASEMEM s—
B CLEAN
M PLIC
CCVF F4CF
�RAMF SECTION ..
...-- ,..
-
COVE FI SECTION
ISOMETRIC
-_ _
I I
TAABE
TIE POIM [i TIE NEV TAP TM PTFE DOSING SEVER INW.
AY.
FRAME TOP VIEW
COVER BACK
T OWN OF ZEBULON
_
T. 7.
TTDATE
WATER
PLAN VIEW BOTTOM VIEW
J1 — 55
6•
4'
nE--MUSTBE TAMSED
AECFssiD��uv�t�R sNAu eE OOMESTicuEr
__ABA
x�piE'3 COVER MusT NgvE
- wMINMUM WEb�rt OF
Tl4
RSPoVNDBR
NOTE $•�VFA MU9i MEET oaBExCEED Ms1II0
H2O LDAD REOUIPEMENTS.
5 I11'y [B u0
PERSPECTIVE
IWN OF ZEBULON
1 .
G CONDITIONS
/ ASSUMPTIONS: '.
n.L
i
r. v_.w-c `yGx4
� ex Es.,N oA r
PERSPECTIVE
NOTES
_ - N o� �elaLiLc>N
MVERTY�—
M S® NUT
NOTES -
L THE TRACER VIRE SHALL BE —TIN.. TD TIE —TEST EXIEM
POS,® VNERE ANTS ARE NECESSITATED W TIE VDE, TIE
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PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH, 1
BACKFILLED AND i 2'
COMPACTED
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE IST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).
PROVIDE
5 BAFFLES FOR DRAINAGEAREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 GJM2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF
THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORTPOST
TO WIRE TO
PREVENT SAGGING 24" INTRO BOTTOM STAKE TO
I OR SIDE SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE. TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
COIR MESH BAFFLES DETAIL
5'-10A
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A
,
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1. PUMP POND DOWN PRIOR TO EXCAVA71NG FOR AN71-SEEP COLLAR AND
MAINTAIN WATER LEVEL BELOW EXCAVATED AREA UNTIL CONCRETE HAS SET
UP(24 HR. MIN.).
2. EXCAVATE TO 3' BELOW EXISTING 36" RCP & BACKFILL WITH 3000 PS
CONCRETE (FULL TRENCH WIDTH) TO A POINT 2' ABOVE PIPE
3. ALLOW CONCRETE TO CURE 24 HRS.(MIN.) BEFORE BACKFlWNG ABOVE
ANTI -SEEP COLLAR. MAINTAIN WATER LEVEL BELOW ANTI -SEEP COLLAR BY
PUMPING WATER CUT OF POND DURING CONCRETE CURE.
4, BACKFILL ABOVE ANTI -SEEP COLLAR MTH CH OR CL SOILS. RESEED AND
STABILIZE DISTURBED AREAS.
SCOUR BASIN
-RTA
Tn
r
Y
MINIMUM 10 GAUGE INSTALLED TO SECOND
ovETslov
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36•
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TEST UE ELSBNOR TO NSTNIATION AND SEEDING
SCOUR BASIN
-RTA
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SILT FENCE FABRIC
3A0 V X W`H EACH sWEI
MINIMUM 10 GAUGE INSTALLED TO SECOND
MTNL NN Fnxss COVER
UNEWIRES WIREFROM TOP
MINIMUM 12-1/[ GAUGE
TOP OF SLAB 1217M,
INTERMEDIATEWRES
!D1 OPEN
GRADE
FRONT NEW
6'MIN
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STEEL PoST
NOTE
MAINTENANCE
MgVEN WIRE FABRIC
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 114 ACRE AND
57 if 1B' RW 068i
MAINTAIN THE GRAVEL PAD IN A CONDITION -NT
MUD OR SEDIMENT FRCN LEAVING THE CONSTRUCTION
TD F�
NEVER IN AREAS OF CONCENTRATED FLOW
ANY M (2tl.TB)
SITE THISMAYREOUIREPERIODICTOPDRESSING HATH
SILT FENCE FABRIC
-ATERPT2�EW
5
TWANNCHSTONE AFTER EApH RAINFgl1.INSPECT ANY
MAINTENANCE
STRUCTURE USEDTOTRAPSEDIMENTANDCLEANITOUT
AS NECESSARY IMMEDIATELY REMOVE ALL
FILL SLOPE
INSPECT SEDIMENT FENCES LEAST ONCE A WEEN AND AFTER EACH RAINFALL
(2Bllq)
NOTES 4TH(
CHUFUIONABLE MATERIALS SPILLED. MASHED. OR
TRACKED ONTO PUBLIC ROADWAYS
WMIN
MAZE MY REQUIRED REPAIRS IATEdpTELY
OL. L GROUT CONTRd STRUCTURE TO TIF
OF FOOTING. VERTU L REBAR SHALL TIE
BTTM (28600)
-
SHOLID THE FABRIC OF A SELYMENT FENCE COLLAPSE, TEAR. DECOMPOSE. OR
NET POND CONTROL [TDIIFTLIRE
EXISTING ROADWAY
-,-DE
BECOME INEFFECTIVE. REPLACE IT PROMPTLY
IT MIN
-" MINMUM COVER OVER
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
f
SKIRT
VOLLME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE
�ILU
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT
WN ANDA"FORWARD
Ll
ALONG TRENCH
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
aC= VIEW
-
SILT FENCE
L
LANDSCAPE NOTES
PRE -CONSTRUCTION
PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN
ON-SITE PRE CONSTRUCTION CONFERENCE SHALL TAKE PLACE NTH THE DEVELOPER AND THE
ADMIN ISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL
LANDSCAPE ELEMENTS THAT ARE TO REMAIN AS IDENTIFIED ON THE LANDSCAPE PUN.
• CALL 811 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET
FROM SEVNERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE
FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON
PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 *AMERICAN STANDARD FOR NURSERY STOCK'. IF SPECIFIED PLANT
MATERIAL IS NOT OBTAINABLE SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT
SPECIFICATIONS.
INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTSAND MATERIALS THAT ARE
IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT 00 NOT
CONFORM TO ANSI Z60.1 'AMERICAN STANDARD FOR NURSERY STOCK'.
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY
ATTACHED, WATER PROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCESIEXITS AND PARKING AREAS ACCORDING TO PLANS
SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERINGALL PLANT MATERIAL DURING INSTALLATION AND
UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE.
ITPECTIONS AND GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY
THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF
ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION
BY THE LANDSCAPE ARCHITECT.
•
ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF
FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL
PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE
RESPONSIBILITY OF THE CONTRACTOR.
• PLANT MATERIAL OUANTITIESAND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED
PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF
THE CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WARES AND STAKES 12 MONTHS AFTER INSTALLATION.
LANDSCAPE NOTES
1. KEY REFERS TO PLANT LIST. WHERE THERE IS ONLY A KEY, THE QUANTITY IS ONE. W HERE THE KEY
IS FOLLOWED BY A NUMBER, THE NUMBER IS THE QUANTITY REQUIRED FOR THE INDICATED PLANT
BED.
2. LOCATE PLANTS AND PLANTING BEDS BY USING SCALED DIMENSIONS FROM STREET, PROPERTY
LINES,ETC. DIMENSIONS ON STREET YARDS, BUFFERS AND LANDSCAPE AREAS AREA MINIMUM
WIDTH AND SHALL NOT BE REDUCED.
3. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE U.S.DA. STANDARD
FOR NURSERY STOCKSPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.,
WASHINGTON, D.C.
4. MULCH ALL TREES AND PLANTING BEDS AS NOTED ON DRAWING. ALL PLANT GROUPINGS ARE
CONSIDERED PLANTING BEDS.
5. LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE LOCATIONS IN THE FIELD
PRIOR TO BEGINNING CONSTRUCTION. ANY CONFLICTS WITH UTILITIES SHALL BE MOVED.
6. APPLY PRE -EMERGENT HERBICIDE TO ALL PLANTING BEDS PER MANUFACTURERS SPECIFICATIONS.
7. LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN NTH STATESMAN BLEND
FESCUE BY SOUTHERN STATES SEED, OR APPROVED EQUAL.
S. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
W THE SLB OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY 34ALL ALLOW FOR A
2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
10. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
OCCUPANCY (CO).
11. REQUIRED STREET TREES THAT ARE LOCATED WITHIN A SIGHT DISTANCE TRIANGLE SHALL BE
LIMBED UP TOV TO PREVENT THE OBSTRUCTION OF VISION.
12. NO CANOPY TYPE TREES ARE TO BE PLACED IN PUBLIC UTILITY EASEMENTS.
13. SCREEN WALLS ARE NON-STRUCTURAL VWLLLS THAT PROVIDE VISUAL BARRIER BETWEEN
ADJACENT PROPERTIES.
14. RETAINING WALL TOP OF WALL 17W) GRADES ARE 0.5 FT ABOVE THE ADJACENT GRADE.
NOTES
50'MIN
9.1TSUFFICIENTTOKEEP 1 PUT SLT FENCE OR TREE PROTECTION FENCE UP TC
SEDIMENT ON SITE ENSURE CCNSTRUCTON ENTRANCE IS USED
2 IF CONSTRICTION CN THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
E BE EE STONE. THEN THE TIRES OF THE VENCLES MUST ff MYSHEE
"ITTEXISTING ;; E.1CNE :iF'P/.iLP:J<.Li 25'OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD
ROADV4AY 6ALL4.i PROPOSED STREET.
VAIICHEVER IS 3 MAINTAIN 3-1 HAD IN A CONDITION TO PREVENT MUD OR
GREATER SEDIMENT FROM LEAVING CONSTRUCTION SITE ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT KITH FRESH STONE
PLAN VIEW
3A0 V X W`H EACH sWEI
MTNL NN Fnxss COVER
35'MIN IS'MIN
NEW CCNSIRUCDW
TOP OF SLAB 1217M,
E%ISTNG RWDANY
!D1 OPEN
f r 6L IN CAW IDISGT6N
6'MIN
ILL T96MW
FW A SLAB
MAINTENANCE
S�
U.00'V X TABID 3TZ
CREST 290.0W
57 if 1B' RW 068i
MAINTAIN THE GRAVEL PAD IN A CONDITION -NT
MUD OR SEDIMENT FRCN LEAVING THE CONSTRUCTION
TD F�
z94s A AT PPF
ANY M (2tl.TB)
SITE THISMAYREOUIREPERIODICTOPDRESSING HATH
FABRIC UNDER STONE
-ATERPT2�EW
5
TWANNCHSTONE AFTER EApH RAINFgl1.INSPECT ANY
RDOTWTE
STRUCTURE USEDTOTRAPSEDIMENTANDCLEANITOUT
AS NECESSARY IMMEDIATELY REMOVE ALL
CROSS SECTION
(2Bllq)
NOTES 4TH(
CHUFUIONABLE MATERIALS SPILLED. MASHED. OR
TRACKED ONTO PUBLIC ROADWAYS
WMIN
NEW CONSfRUCTIW�
OL. L GROUT CONTRd STRUCTURE TO TIF
OF FOOTING. VERTU L REBAR SHALL TIE
BTTM (28600)
35 MIN
NET POND CONTROL [TDIIFTLIRE
EXISTING ROADWAY
IT MIN
6'MIN
f
ENTRANCE GRACE GREATER
FABRIC UNDER STONE TITAN 2X
6' TO B' STONE RI
TEMPORARY CONSTRUCTION ENTRANCE
29
291
29
29
(WET POND) BMP #1
0
� SCALE
HORIZONTAL: 1130'
VERTICAL. 1'-T
0 30 80'
0+09 0.50 1400 1.60 2+00 2+19.96
861 SPEN . smEs
3A0 V X W`H EACH sWEI
MTNL NN Fnxss COVER
V/ PLAN MImIES
TOP OF SLAB 1217M,
r ll®t 3AR0 P8[ QNC
TDP - V/ M IRPIR
!D1 OPEN
f r 6L IN CAW IDISGT6N
6'�' CMU CWHpt SIFPWTS
ILL T96MW
FW A SLAB
S�
U.00'V X TABID 3TZ
CREST 290.0W
57 if 1B' RW 068i
3/4' PVC VATER
TD F�
z94s A AT PPF
ANY M (2tl.TB)
4B' x I C.D.
,iTHDCX MEiAB C1NC. WX
9.
-ATERPT2�EW
5
RDOTWTE
PROPOSED GRADE
DLP FOM
(2Bllq)
NOTES 4TH(
'SS INTI-BO11'ANCY FOOTING
(4.WE x 440'V x LOW
TIE CONCRETE WNTR01 STRUCTURE TO
FOOTING WITH M VERTICAL REBAR AT 8'
3,000 PSL CONC. V/ 84 REBAR 4 B'
OL, BOTH DIRECTIONS
OL. L GROUT CONTRd STRUCTURE TO TIF
OF FOOTING. VERTU L REBAR SHALL TIE
BTTM (28600)
TO THE HORIZONTAL REBAR IN THE FOOTING
AND RUN TO TOP IF CONTIRDL STRUCTURE.
NET POND CONTROL [TDIIFTLIRE
DETAIL
NTS
Rw118P�03/70/17
0
DATE
s
12/14/2016
C. GLASS
• DESII?ED BY
•P. BARBEAU
• 0 CKED BY
R. BAKER
• • SCALE
AS SHOWN
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SEEDING SCHEDULE
(2[YOm ru)
SHOULDERS. SIDE DTCHES. SLOPES IMAX 3 1)
DATE TYPE
PLANTING RATE
AUG 15-NOV 1 TALL FESCUE
300 LBS/ACRE
NOV i . MAR 1 TALL FESCUE
300 LBS/ACRE
8 ABRUZZI RYE
25 LBS/ACRE
MAR 1 -APR 15 TALL FESCUE
300 LESIACRE
APR 15. JUN 30 HULLED COMMON BERMUDAGRASS
25 LBSIACRE
JUL i . AUG 15 TALL FESCUE AND
121 LBSIACRE
^'BROWNTOP MILLET
35 LBS/ACRE
-OR SOP GHUMLSUDAN HYBRIDS
30 LBS/ACRE
MAH I JUN SERICEA LESPEDEZA (SCARIFIED)
50 UMACRE
6
ZONES
(MAR 1 APR 15) ACO TALL FESCUE
120 ES/ACRE
(MAR 1 _ JUN 30) OR ADD WEEPING LOVEGRASS
10 LMACRE
(MAR1 JUN 301 OR ADD HULLED COMMON BERMUDAGRASS
25 LMACRE
JUN i - SEP 1 -'TALL FESCUE AND
120 LBS/ACRE
BROWNTOPMILLET
MLBSACRE
-OR SORGHUMSUDAN HYBRIDS
30 LBSVACRE
SEP 1- MAP I SERICEA LE PEDEZA (UNHUALED.UNSCARIFIED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
NOV 1 -MAR 1) ADO ABRUZZI RYE
25LEVACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION
SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR
VEGETATIONOFDENUDEDAREAS THE ABOVE VEGETATION RATES ARE
THOSE WHICH DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING
RATE COMBINATIONS ARE POSSIBLE
'_TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION DO NOT ALLOW TEMPORARY COVER TO GROW
OVER 12" IN HEIGHT BEFORE MOWING. OTHERWISE FESCUE MAY BE
'HADED OUT
NCTE I
AREAS WILL BE STABILIZED PER THE GROUND STABILIZATION CHART AFTER ANY
GRADING
NOTE 2
ALL BASINS SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT WEEDS 1- IN 24
HOURS
NOTE 3
SEDIMENT BASINS WILL BE INSTALLED WHERE STORM DRAINAGE PIPE IS LOCATED.I E
PIPES WILL BE LEFT SHORT AND EXTENCEDTHROUGH BASIN AREAS AFTER SITE HAS
BEEN STABLIZED
SCOPE STABILIZATION REQUIREMENTS
AND FLATTER -GRASS
TO 21 SLOPE -ADAPTIVE PLANTS (SHRUBS AID LANES)
I TO 151--RIPRAP
STEEPER THAN 1 5 TO 1 -RETAINING WALL
NOTE4
MAXIMUMIAPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY
NOTE5
ONCE SITE HAS BEEN STABUZED AID PRIOR TO ISSUANCE OF CERTIFICATEOF
COMPLIANCE SITE WILL BE EVALUATED TO ENSURE THAT DEFUSE FLOW HAS BEEN.
OBTAINED BEFORE STORMWATER ENTERS BUFFERS IFDIFFUSEFLOWHASNOTBL-''
ACHIEVED, THEN LEVEL SPREADERS MUST BE INSTALLED AS PER PLAN
NOTE 6
WAKE COUNTY REQUIRES THAT EITHER SILT FENCE OR TREEPROTECTION FENCED'
INSTALLED AT THE LIMITS OF DISTURBANCE
SEDIMENT BASIN REMOVAL
REMOVE BASINS ONLY AFTER STE IS STABUZED AND WTH PERMISSION F -l'
WAKE COUNTY ENGINEER
REMOVE TARP AND ALL NON DIRT AD/OR ROCK MATERIAL
31 USE BACKHOE TO RLL IN AND LEVEL BACK TO NATURAL GROUNDELEVATION
41SED LAND STRAW APPROPRIATELY
51 INSTALL CHANNELS IINDEXTEND PIPE IF REQUIRED
OCKRUE AREA NOTES
."MEN SEE SLOPES 2 1
MAXIMUM HEIGHT SHALL NOT EXCEED 35 FEET
- ENSURE STOCKPILE AREA IS SUFFICIENTLY STABLIZED TO MINIMIZE
SEDIMENT RUNOFF
- STOCKPILE AREA SHALL BE KEPT WITHIN PROPOSED LIMITS SHOWN
ON PLANS
00(RE MAINTENANCE
SEEDING OR COVERING OF RLESWITH TAR OR MULCH
ED PS S
REOUIRED DIN DWULATTHE TOP
HE SLOPE TO
TARPS SHOULD
PJ KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM
RUMNINGLWLE IS TO R THE PLASTIC
,F A T (BUILDERS.
REMAIN THE
FI
STOCKPILE FUTURE USE AFTER THE FROJER
COMPLETE (BUILDERS. ETC). THE FINANCIAL RESPONSIBLE PARTY
MUST NIO WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR
THAT STOCKPILE
E.
THE APPROVED PLAN SHAH PROVIDE FOR TEE USE IL STAGED
SEEONG AND INMULCHING ON A CONTINUAL BASIS WHILE THE
ES ABL( LEISINUSE
SLOPE (WH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL)
I_
SEEDBED PREPARATION
1 ) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVEF
ADVERSE SOIL CONDITIONS, IF AVAILABLE
2) RIP THE ENTIRE AREA TO 6 INCHES DEPTH
3) REMOVE ALL LOSE ROCK. ROOTS. AND OTHER OBSTRUCTIONS EAVINc-
SURFACEREASONABLY SMOOTH AND UNIFORM SLPERPHOSPHATE
4. ) APPLY AGRICULTURAL UME. FERTILIZER, AND UNIFORMLY AND M;x.MTr
SOIL (SEE BELOW)
5) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED. FIRM INCHES DEEF
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
6) SEEDONAMESHLI PREPARED SEEDBED ANDCOVER AFTER SEEDW,
SEED LIGHTLY WITH SEEDING EOUPMENT OR CULTIPACK
7) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH
8.) INSPECT ALL SEEDED AREAS AIDMAKE NECESSARY REPAIRS OR
RESEEDINGSWTTHNTIEPLAITING SEASON, IF POSSIBLE IFSTAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINALUME.
FERTILIZER AND SEEDING RATES
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHED
'APPLY AGRICULTURAL LIMESTONE 2 TONS/ ACRES (3 TONS/ACRE IN CLAI
COILS)
FERTILIZER - 1.000 M / ACRE -10.10.10
SUPERPHOSPHATE- 5001Ds� I ACRE -20% ANALYSIS
MULCH -2 TONS I ACRE- SMALL GRAN STRAW
ANOTHER - ASPHALT EMULSION @300 GALS/ ACRE
GROUND STABILIZATION
SITEAREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIME EXCEPTIONS
PERIMETER DIKES.
SKMMER ORFK:E
DIAMETER (IN.)
TOP OF BERM
EIEV.
SWALES. DITCHES,
7 DAYS
NONE
AND SLOPES
7.75
2,884
HIGH QUALITY
1 3,870
10-0
WATER (HW
7DAYS
NONE
ZONES
OQ
Z5�
HH 'o
S
SLOPES STEEPER
za
IF SLOPES ARE 10 OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
UI
J
W D
THAN 2:114 DAYS ARE ALLOWED
SLOPES 3:1 OR'
14 DAYS
7 -DAYS FOR SLOPES GREATER
FLATTER
LU
Lua
THAN 50 FEET IN LENGTH
ALL 0T/ER AREA
W 3
z
NONE (EXCEPT FOR PERIMETERS
FLASLOPE
FLATT TER THAN {:i
14 DAYS
AND HOW ZONES)
-UN UH IIME IIMY BEAT—OVED BY THE PERMITTINGAUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE' (SECTION I. B (2)(0.))
NOTES
1. PROVIDE 3 BAFFLES (USE 2 IF LESS THAN 20 FEET IN LENGTH).
2. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES
OR BY TRENCHING AS FOR SILT FENCE.
3. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, WHICH SHOULD BE READILY
ACCESSIBLE FOR MAINTENANCE.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE WEEK AND AFTER EACH RAINFALL.
7. BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING
THAT THE BASIN IS HALF FULL.
TEMPORARY
ROCK PAD AT SKIMMER
BASEILL TO TOP OF
MENT STORAGE)
//
PROVIDE A MINIMUM OF THREE
TEMPORARY BAFFLES BETWEEN
STORM DRAINAGE DISCHARGES INTO
THE BASIN AND THE BASIN OUTFALL
6" SC H. 40 PVC
CONNECT SKIMMER
TO OUTLET ORIFICE WITH
FLEXIBLE TUBING
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
TOP OF DAM
ELEVATION
EMERGENCY SPILLWAY _
ELEVATION
6" SKIMMER OUTLET
PIPE THROUGH EMBANKMENT
RIP RAP
ENERGY
DISSPATER
BASIN DRAIN
NUMBER MEA(ACRES)
DIS1B.
AREA(ACRES)
PEAK
FLOW(CFS)
BASIN SURFACE
AREA(SF)
REQUIRED SURFACE BASIN NDLUME (CF)
AREA(SF)
REQUIRED BASIN
VOLUME (CF)
SPILLMMY LENGTH
(FT)
SKMMER ORFK:E
DIAMETER (IN.)
TOP OF BERM
EIEV.
EMERGENCY SPILLWAY
ELEV.
BOTTOM OF BASIN
ELEV.
SKA 2.15
2.02
7.75
2,884
2,518 4,237
1 3,870
10-0
1.0
285.50
284,50
282M
BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 2:1 OR FLATTER. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUMEAT THE PRINCIPAL SPILLWAY
YLHN VW -W
PIPE L
-II-IIn.='n➢11Ii %�.�•%� %•��'�%dlAW.-C
������ H
FILTER
•
7
.. L = TLE LENGTH OF THE RR`RAP APRON
Z 0 = 1.5 TIMES ME MAXIMIN STONE
D"E7ER BUT NOT LESS THAN 6 -(INCHES).
3 A RLTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED 9E7KEN THE RIPRAP
AND SOL FOUNDATION.
coUIM1ITY STANDARD PIPE OUTLET TO FLAT AREA
k:rTIVE: 01131(08 NO WELL-DEFINED CHANNEL
SKIMMER TRAP WITH STANDARD SKIMMER
NOTES
I TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW TEMPORARY DNERSIONS
ANCYOR DIVERT TO A SEDIMENT CONTROL MEASURE OR BAP
SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL
3 DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT
OR COVERED BY FILL.
4 STABUZE DIVERS ON DITCH BERM WITH TEMPORARY SEEDING
MULCH WITH TAC, ANID/OREROSION CONTROL NETTING
WASTE MATERIAL -COMPACT
SEED 8 MULCH AFTER
CONSTRUCTION OF DITCH
CROSS SECTIONAL VIEW
DITCH I DRAINAGE MEA TOTAL FLOW SLOPE BOTTOM WIDTH RIGHT SLOPE LEFTSLOPE FLOW DEPTH LINER
(ACRES) (CFS) l!9) (FT) (HN) (H:V) 16YR (FT)
1 1. 4.7 1A :1 :1 0.75 S75
EL32 u 41 1 3:/ U.75 1 5150
MAINTENANCE
NSPECT
TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL IMMEDIATELY REMOVSEDIMENT THE F
LOW AREA
AND HEDIVERSION RIDGE CAREFULLY CHECK OUTLETS
AND MAKETIMELY REPAIRS AS NEEDED WHEN THE AREA
PROTECTED IS LY STABILIZED.
REMOVE
THE RIDGE AND
TEE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND •$WALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 10 -YEAR STORM PER TABLE 13.031 OF
APPROPRIATELY STABILIZE IT THE NCDENR EROSION CONTROL MANUAL.(ZEBULON REGION 7.211NMR)
TEMPORARY DIVERSION DITCH
=STANDARD METAL
(�— POSTS 2'-0" IN
GROUND
HARDWARE
WIRE EXTENDS
TO THE TOP OF
_ = THE BOX
ct ,'�- -- #57 WASHED STONE
4Lti0 PLACED TO A HEIGHT
OF 12'-18' MINIMUM
ABOVE THE TOP OF
BOX
NOTE: - - -
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED,
HARDWARE CLOTH AND GRAVEL YARD INLET PROTECTION
`�oQ`tN CARp��,,
A
03/3D/17
C. GLASS
• DESIGNED BY
• A BARBEAU
• Off OKED BY
R. BAKER
• • SGV.E
• AS SHOWN
•
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- -_ N /'R/VETTE ST I - 1 30'
LANDSCAPE REQUIREMENTS SER T60'PU8L/CR.O r jl TY'
- 2380 l
DUMPSTER SCREEN 58 LF ------ + +
1 SHRUB PER 5 LF ---. / ! /
12 REO'D AND 18 PROV'D. /
VEHICULAR ACCOMODATION TREE REQUIREMENT
52 PARKING SPACES x 0.15 = 7.8 I — — — - - _ _ I TYPICAL TYPE "B" BUFFER WITHOUT FENCE
8 TREES REO'D / PROVO ONE TREE EVERY 30'
I _ R5 �� / // FIVE SHRUBS O 3' OC
— _ CENTERED BETWEEN TREE TRUNKS
IVY _ _ —a
I I .•� I �y�� i! it — - -- - 30'
W41 I �- i _
/ I \ TYPICAL TYPE "B" BUFFER WITH FENCE
Bv'sot
OG ONE TREE EVERY 30'
3 .
PLANTED ADJOINING PROPERTY
r I -- - Cos }6. Y^ <'�""�,�� y ✓ 1 _! <��, N.; \l� \ w OWNERSS SIDE OF THE FENCE
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PROPERTY LTO E E REMOVED
PARCELS TO BE RE -COMBINED
AS PART OF PROJECT
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so+�roarS�rsACK y �_� a
' 1 v .AO LANOSCAPEBLIFFER� � ZBL PIH�A-
_ 18 WIH W 16 T
❑ �, 1�
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121.26' \ � \ ._NY,.. t � - - .-� O ❑ - Ai
\Y I �2' LAA/DSCAPE BUFFER ' •/ i 7. J ,� � I i ,,. � ��
I 15' S/DE SETBACK
1
% /
— I
30'FROM SACK- -- ,
I-- _ _ --
------------- - - - - -
- 7348 Baan
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ZONING- TR t' ± - I
PLANT LIST
ONICAL NAME
I COMMON NAME
I ROOT
CAL
I NT REMARKS
GE TREES:
Masts v6ys NRLamET RoeaINlnW mM r for
r a:
,amY, v1a2NAia fiNI01IIML pawl mM r P01
roe
'!B NOM
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COM.
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91mi 1tlM9lbl
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1r r m
SFII 9A61M INN amrc 00111 6 0
lr V m
OHt1C1M1mAME �G ISMi..10E RE 11® Call em
2' m
Masts v6ys NRLamET RoeaINlnW mM r for
r a:
,amY, v1a2NAia fiNI01IIML pawl mM r P01
roe
SHALLOW WATER PLANTS:
p ` o,
1165 N6UMfA WWE aK R mMT r /OI
2' OC
Re1TA1MA NVMN(A NWpW AIIW COM r I'R
Y' m
aIYAIMIUN wAiu w.vllAx m T f• Por
r m
SEE DETAIL SHEET C7.3 FOR LANDSCAPE NOTES
Z Lu S3
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1-1 17K20'COR
I WATERLINE ESMT I
ULTIMATE M. SPRD, P D /
40' M./ S
EX 0' DlP I15'L .
—,:.._-__mss—
G
SHEPARD SCHOOL ROAD 60' PUBL IC R. 0. W.
SR 2406
SCALE 1'=30'
0 3U BO'
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE W TH ALL LOCAL, STATE
AND FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATER
ULLS P""Mr
D M ETHODS OF
CONSTRUCTION SHALL BE IN ACCORO:CE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2o��N CARO��''
03/30/17
E
t
¢ m�
lP
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1211412016
DPA- By
C. GLASS
DE SICKED BY
A SARBEAU
Oi ED BY
R. BAKER
AS SHOWN
1
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S7REAML/NF
30'S7MEAMBUFFER
p ` o,
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WET~S
F1.000 HAZARD
j Y
SOt1S
SCALE 1'=30'
0 3U BO'
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN
ACCORDANCE W TH ALL LOCAL, STATE
AND FEDERAL RULES AND
REGULATIPONS
PUBLIC UTILITIES
NOTE: ALL MATER
ULLS P""Mr
D M ETHODS OF
CONSTRUCTION SHALL BE IN ACCORO:CE
WITH THE CITY OF RALEIGH AND THE STATE
OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2o��N CARO��''
03/30/17
E
t
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1211412016
DPA- By
C. GLASS
DE SICKED BY
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R. BAKER
AS SHOWN
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Specifications Thr WST LED., deu—J—mese Orr �e,
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NOTE- THE FOOTCANDLE REAIl BELOW ARE NAINTAIfED AND IIAVE
BEEN DEPRECIATED FOR LED LUIEN DEEPRELIATIOL AND
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DIVmE THE READINGS BELOW BT .BS.
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NOTE, TIE FMTCNELE READINGS BELOW ARE MNNTAINED AND HAVE
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DUKE SKNIGH D GREENE
PROPRIETARY & CONFIDENTIAL KNIGHTDALE, NC
The dwun of tegw— aNn Bw owNN`Po` end °Mgrs po'''rt'° h„eb,, prew.he m m hMrun,N SITE LIGHTING PLAN
pu poNY ci. r D. eel, pmp.tr or ada. Brrgy V& blo, are r Ird rd.a arD roc w +sedNc
ENERGY pap " M b� rrt w d � Am �A Designed by DEP LIGHTING SOLUTIONS
rprmrAtbn a 04deorm of tln drasBe. dare. a av hdarr.mbn haat..° BwNr N tfw
ao•o.aD+. a.Wr..r or alhar entlUs. InebrtlNg .Nwt BrrrMtlan, aohikob. argur�n, a saup.ml Reviewed by N, Johnson Scale 1' = 30'
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tam, are poy...f .f m,rce NN;,,n m Oris Ewe P-9— OrA. Enerm. P,eg� dYdNre any Dote Size
PROGRESS B�'" or for " un°�`"ie �° of a �. m "° dawcw Description LED 150 Sltell hter
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LIGHTING DESIGN TOLERANCE
TMoaleulaWd rooteardls BOM hrsl, M this bill deeign as pr dicted vWu e
'
aW basad inwid Irick, otbn thist hm bean ppkd W Duke ner
Egy
Custoeer AppeeeAl
D,te
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NrONlagon, Wited am gmmety Inelumng eiwatien clNamces, ntffi Ne
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DUKE SKNIGH D GREENE
PROPRIETARY & CONFIDENTIAL KNIGHTDALE, NC
The dwun of tegw— aNn Bw owNN`Po` end °Mgrs po'''rt'° h„eb,, prew.he m m hMrun,N SITE LIGHTING PLAN
pu poNY ci. r D. eel, pmp.tr or ada. Brrgy V& blo, are r Ird rd.a arD roc w +sedNc
ENERGY pap " M b� rrt w d � Am �A Designed by DEP LIGHTING SOLUTIONS
rprmrAtbn a 04deorm of tln drasBe. dare. a av hdarr.mbn haat..° BwNr N tfw
ao•o.aD+. a.Wr..r or alhar entlUs. InebrtlNg .Nwt BrrrMtlan, aohikob. argur�n, a saup.ml Reviewed by N, Johnson Scale 1' = 30'
® meKdaetrter, u Iramby ,rrpremb� prmrmR'd W ohm est M ". t W ab-" prior .""n —.in 02/01/2017 'Arch D'
tam, are poy...f .f m,rce NN;,,n m Oris Ewe P-9— OrA. Enerm. P,eg� dYdNre any Dote Size
PROGRESS B�'" or for " un°�`"ie �° of a �. m "° dawcw Description LED 150 Sltell hter
Drarbtp No. 17-00?2A Sht. 1 OF 1

KC_. = MASONRY CONTROL JVNT
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/; iRear Elevation
`% 1/16" = T-0"
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Truss Bearing `
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Ln
3rd Floor Plan
- --- 2nd Clg. Brg. "
20' - 51/4"
— 18' - 3
2nd Floor Plate
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10' - 3..
BUILDING MATERIALS
1st Floor Plan r,
0'-0" J
ROOF SHINGLES - 30 YEAR AKTIFUNCA_ CIXENSIONAL
ELEVATION
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GENERAL NOTES
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SIDING 1 TRW - VINYL LAP SIDING AND TRIM I-YP.I
ACCENT SIOING - FIBER CEMENT PANELS AND BATTENS
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'WENT ROOF PENETRA71CNS
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6 ALL VINYL S1iIN4 O HAVE A FLAME S�'NLAU VALUE OF 10 11N LlSS.
7 ALL WOR< TO COMPLY 'PITH TFE N:FFA'S 201E OAP.
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KC_. = MASONRY CONTROL JVNT
FOM = %ACE OF MANSONRY
/; iRear Elevation
`% 1/16" = T-0"
2 Left Side Elevation
1",=
1'-0"
,o FrontElevation
_. _._.........
1/16 = 1'-0"
Truss Beari
28' - 6'
3rd Floor, Plan
20' - 5 1/4'
2nd Floor PI
10" - 3' J
Wt Floor Plan
Truss Bearing `
28' - 6" `'
3rd Floor Plan
- --- 2nd Clg. Brg. "
20' - 51/4"
— 18' - 3
2nd Floor Plate
°J
10' - 3..
1st Floor Plan r,
0'-0" J
,o FrontElevation
_. _._.........
1/16 = 1'-0"
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28' - 6'
3rd Floor, Plan
20' - 5 1/4'
2nd Floor PI
10" - 3' J
Wt Floor Plan
Warp 12.14.2016
elraEfPr _ADB
rhPrl P 1 by DSM
nr w—T n—hmh-T-16006.3
ELEVATIONS
A2.1
TTvss Beari
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Floor Plan
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20' - 5 1/4...
' I
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Warp 12.14.2016
elraEfPr _ADB
rhPrl P 1 by DSM
nr w—T n—hmh-T-16006.3
ELEVATIONS
A2.1

ENCLOSURE5
JURISDICTIONAL WATERS OF THE U.S. IMPACTS MAP

W.Ven (eq. rt) I Riparian Bofbr I- rt) I Stream (If)
'p—lD Impact I "Pact ImPa
Temporary Perm ane rat Temporary Permemnt Permen
Temporary Permanent Ro La
e l -u 1s
paort opn owl 167.00
Total o 11 0 It oil
Legend
Project Study Limits - 4.0 Acres
=� Limits of Disturbance - 3.7 Acres
o cc
© Riparian Buffer Zone 2 Impact
--Riparian Buffer
Perennial Stream
® Paulstrine Forested (PFO) Wetland
Riparian Buffer Impact - Zone 2
NOTES
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP
2. WATERS OF THE U.S. HAVE NOT BEEN CONFIRMED
BY THE U.S. ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS. NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO
DETERMINE THESE COWARDIN CLASSIFICATIONS.
0 40 90 — 160
CG
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20'RIPARIAN BUFFER
New
30'RIPARIAN BUFFER
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ENCLOSURE6
AGENT AUTHORIZATION

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR — Division of Water Resources
US Army Corps of Engineers 401 & Buffer Permitting Unit
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh, NC 27699-1650
Wilmington, NC 28402-1890
To Whom It May Concern:
I, the undersigned, current property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc., from this day forward.
This the 21 day of April 2017
(number) (Month) (Year)
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) 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 notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Shepard Greene - Senior Living Location: (See Below)
Property Owner's Name (Pri
Property Owner's Signature:
Property Owner's Mailing A
Westerville OH 43081
Property Owner's Telephone: [phone] Fax No N/A
Property Owner's Email Address: dblackburneRwodagroup.com
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ENCLOSURE7
AGENCY CORRESPONDENCE

N.C. DIVISION OF WATER RESOURCES
BUFFER DETERMINATION
1-0
USACE CORRESPONDENCE

Water Resources
MRONMENTAL QUALITY
January 23, 2017
Shepard Greene L.P.
Dennis Blackburn
229 Huber Village Blvd, Suite 100
Westerville, OH 43081-8075
ROY COOPER
Governor
MICHAEL REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Buffer Determination Letter
NBRRO #17-015
Wake County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
Intermittent/Perennial Determination (where local buffer
F1Tar-Pamlico
❑ (15A NCAC 2B .0259)
ordinances apply)
❑ Jordan (ISA NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name:
Address/Location:
Stream(s):
Shepard Greene
626 Shepard School Rd
Zebulon, NC
Unnamed trib to Little Creek
Determination Date: 01/20/2017
Staff: J. Schneier
Stream
ElUP*
Not Subject
Subject
Start@
Stop@
Soil
USGS
Survey
ToPo
A
X
Off property to
Off property
Yes
No
west
to east
B
X
Stream not
Yes
No
found
Note: Part of Stream A may be off property to the south but the buffer is at least partly on the property
*E/I/P = 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
17ivi�i<m of 4V,ItQr ItcscxuCcs,Raleigh Rc,umal Of cc, Wa(er Quality (?peratit�ns Sectiul� ��ip::'portt�I.ncdcnr.ur!�acb/wy';�ps
I 02 Niall Service Cemer, (Lileigh, N(''17699-1628 Thorn: (tl19) 791-4200
I:I� . (1) 19) 188-7159
Location: 3800 [ mwft Drive. Raleigh, NC

Shepard Greene
Wake County
01/23/2017
Page 2 of 2
an intermittent stream. There may be 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 27699-1617. If sending via
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, unless 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)e questions regarding this determination, please feel free to contact Joan Schneier at [phone].
Sincerely
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Timmons Group, Anna Reusche, 5410 Trinity Rd., Suite 102, Raleigh NC 27607-6003

17-15
r
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Jill 16
t:
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��• 3a °
no �r • • Wit," # r ,'
• ;'- �••_� • • ••�• p i Sltelirnita _ -~• `r. "�.~ '.�
• Stream B:
•
. • . _. • _ _zebuion
•
•
tir ;• Not Subject •' . -
• Stream A: Subject •... " "
- ---.
•
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004.
see, 41
• • • 000
. ,.�. .�
• •
,�• ,f ,� •. • 1•r
Site limits are approximate. I • • �' •
Topographic imagery from USGS. ••• • • ,. �• •••• „ Awa`
1 eca 1.600 ,.�ao Foet f
1'
SHEPARD GREENE t
:unit.: cou+� rr, fora ra . c;tc;i-Ir ;a
FIGURE 1: VICINITY MAP
rIMMCNS GROL? JOH NUMF F..f1 ;81137 U ci G )Ui,01iAN(ilG(ti) !t HOL'
PROJECT SI(JUY'LIMiiS 3,yA(ME.-5 (ii,CE( j: 2013
LATITUDE:35'!9'•9573'N vVArt-RSt1r:D(5) COWENl'NEA
I.ONGI'rum 7v*yr Q Ji'W
+,r N^1MMW4wa •ry+w,w .•. •rw.:.n(«II I •.: t . ,M ^fir n'. tI •I)•r nn• .. ��r .. ... ..i i r. � .,. ..., .. � .�
Ny{gr6nr4wIwN 4•WM+IMIIN �:wNwt�n V.M •r)M'�._t•M ••y,•, ». �. rl' ,. �.'t.4,fX;^J+•�:J4•.i-.•
01/24/2017

17-15 Shepard Greene
Wake Co Soil Survey,
Map Sheet 44
Map provided by NCDEQ Division of
r+r •�
Legend: „� Water Resources
-Approximate Site boundary: Locations are approximate and are
�'.' provided for reference only
yY'rsj+ 01/24/2017

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Stronach Ave
626 Shepard School Rd
N
PIN: 2705377576
Heat Area: 0
PIN Ext: 000
Site Address: 626 SHEPARD SCHOOL RD
Real Estate ID: 0057375
City: ZEBULON
Map Name: 2705 06
Township: Little River
Owner: SHEPARD GREENE LP
Year Built: 0
Mail Address 1: 229 HUBER VILLAGE BLVD
Sale Price: $0
0 110 220 440 ft
STE 100
Sale Date:
Mail Address 2: WESTERVILLE OH 43081-8075
Use Type:
I t t r
Mail Address 3:
Design Style:
1 inch = 200 feet
Deed Book: 016654
Land Class: Vacant
Deed Page: 00125
Old Parcel Number: --
Deed Date: 12129/2016
Deed Acres: 3.78
Building Value: $0
Maps ma r
makes every effort to produce and publish
Land Value: $144,000
ost current and accurate information possible.
the rhe most
Total Value: $144,000
However, the maps are produced for information purposes,
Billing Class: Business
and are NOT surveys. No warranties, expressed or implied,
Description: PROPERTY AVON PRIVETTE
are provided for the data rherein, its use, or its interpretation

Anna Reusche
From: Anna Reusche
Sent: Friday, April 28, 2017 8:40 AM
To: 'Lastinger, James C CIV USARMY CESAW (US)'
Subject: RE: Shepard Greene
Ok. I'll check with Jennifer Burdette at DWR to see if I could include this email in our submittal.
Thank you,
Anna Reusche, PWS
Environmental Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4500 1 Fax: [phone]
Mobile: [phone] [e-mail]
Your Vision Achieved Through Ours
-----Original Message -----
From: Lastinger, James C CIV USARMY CESAW (US) [mailto:[e-mail]
Sent: Friday, April 28, 2017 8:37 AM
To: Anna Reusche <[e-mail]>
Subject: RE: Shepard Greene
Anna,
Understood. With that being said, I cannot give you a hard and fast date as to when I will get to the JD. It may be
another month at best.
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Fax: [phone]
-----Original Message -----
From: Anna Reusche [mailto:[e-mail]]
Sent: Friday, April 28, 2017 8:34 AM
To: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>
Subject: [Non-DoD Source] RE: Shepard Greene
Good morning,
1

WAKE COUNTY STORMWATER APPROVAL &
SUPPLEMENTAL POND FORM

Wake County Environmental Services Department
Water Quality Division, Watershed Management Section
F— 336 Fayetteville St. • P.O. Box 550 • Raleigh, NC 27602
WAKE TEL [phone] • FAX [phone]
COUNTY
WMCPA - WATERSHED MANAGEMENT CONSTRUCTION PLAN APPROVAL
Applicant:
Watershed Moccasin
Date Processing
Initiated 9/15/17
Jurisdiction 7c Ion
Disturbed
Acreage 3.8 acres
S&E $950.00
Plan Review Fee $950.00 PAID S&E Permit Fee PENDING
SW $950.00
Plan Review Fee $950.00 PAID SW Permit Fee PENDING
Shepard Greene Limited
Name Partnership/Christopher LaGrand
229 Huber Village Blvd., Ste 100
Address: Westerville, OH 43081
Phone: [phone]
Email:
Plan Date/Revision Date:
Approval Date:
Engineer:
Name: Timmons Group/Rick Baker, P.E.
Address
Phone
Email
5410 Trinity Rd., Suite 102 Raleigh, NC 27607
919-866-4939
[e-mail]
The above -referenced erosion control and stormwater management plans have been reviewed and
conditionally approved.
Redline items:
• Cross out reference to clean water diversion in the construction sequence.
3/28/17 Note #3 in sequence: clarify that skimmer basin is not to be removed, only converted to
permanent wet pond with approval by Environmental Consultant.
Shepard Greene Senior Living is approved limiting the maximum impervious surface of 62,247 SF (1.43
acres). The project shall provide stormwater control (peak attenuation and volume management) with
a wet detention pond. See approved site data below.
Approved Site Data:
Permitted Road ISA
Imp (SF)= 62,247 (SF)= N/A
Nitrogen Pre
(Ib/ac/yr)= N/A
Lots ISA (SF)= N/A
Nitrogen Nitrogen
Post Post BMP
(Ib/ac/yr)= N/A (Ib/ac/yr)=
Other ISA
(SF)= N/A
Nitrogen
N/A Offset (lb)= N/A
Conditions of Approval
Items marked with an "X" were noted as conditions of the Stormwater and Sediment and Erosion Control Plan approval.
Unless otherwise noted, all references shown in brackets are for the Town of Zebulon, NC Code of Ordinances: Chapter 151
—stormwater and Chapter 152.249—Sedimentation and Erosion Control Requirements.
1
APPROVAL SW+S&EConstructionPlan-V.1 WM
Shepard Greene
Project Name
Senior Living
Date Received
9/15/17
S&E Permit
Number
S5390
SW Permit
Number
S5391
Applicant:
Watershed Moccasin
Date Processing
Initiated 9/15/17
Jurisdiction 7c Ion
Disturbed
Acreage 3.8 acres
S&E $950.00
Plan Review Fee $950.00 PAID S&E Permit Fee PENDING
SW $950.00
Plan Review Fee $950.00 PAID SW Permit Fee PENDING
Shepard Greene Limited
Name Partnership/Christopher LaGrand
229 Huber Village Blvd., Ste 100
Address: Westerville, OH 43081
Phone: [phone]
Email:
Plan Date/Revision Date:
Approval Date:
Engineer:
Name: Timmons Group/Rick Baker, P.E.
Address
Phone
Email
5410 Trinity Rd., Suite 102 Raleigh, NC 27607
919-866-4939
[e-mail]
The above -referenced erosion control and stormwater management plans have been reviewed and
conditionally approved.
Redline items:
• Cross out reference to clean water diversion in the construction sequence.
3/28/17 Note #3 in sequence: clarify that skimmer basin is not to be removed, only converted to
permanent wet pond with approval by Environmental Consultant.
Shepard Greene Senior Living is approved limiting the maximum impervious surface of 62,247 SF (1.43
acres). The project shall provide stormwater control (peak attenuation and volume management) with
a wet detention pond. See approved site data below.
Approved Site Data:
Permitted Road ISA
Imp (SF)= 62,247 (SF)= N/A
Nitrogen Pre
(Ib/ac/yr)= N/A
Lots ISA (SF)= N/A
Nitrogen Nitrogen
Post Post BMP
(Ib/ac/yr)= N/A (Ib/ac/yr)=
Other ISA
(SF)= N/A
Nitrogen
N/A Offset (lb)= N/A
Conditions of Approval
Items marked with an "X" were noted as conditions of the Stormwater and Sediment and Erosion Control Plan approval.
Unless otherwise noted, all references shown in brackets are for the Town of Zebulon, NC Code of Ordinances: Chapter 151
—stormwater and Chapter 152.249—Sedimentation and Erosion Control Requirements.
1
APPROVAL SW+S&EConstructionPlan-V.1 WM

WAKE
COUNTY
Wake County Environmental Services Department
Water Quality Division, Watershed Management Section
336 Fayetteville St. • P.O. Box 550 • Raleigh, NC 27602
TEL [phone] • FAX [phone]
WMCPA - WATERSHED MANAGEMENT CONSTRUCTION PLAN APPROVAL
2
APPROVAL SW+S&EConstructionP1an-V.1 WM
A mandatory preconstruction meeting is required between the owner, contractor, and Wake County
®
1
prior to issuance of the Stormwater and Land Disturbance Permits. Please call to schedule this
meeting at your convenience. The Stormwater and Land Disturbance permit fees are due at that
time.
®
Z'
Grading, other than for installation of soil erosion and sedimentation control measures, is prohibited
prior to the issuance of a Certificate of Compliance.
Contractor shall follow plans strictly and maintain contact with Wake County prior to making any field
®
3.
modifications to erosion and sediment control devices. No devices shall be removed without prior
approval from Wake County.
Wake County's sedimentation pollution control program is performance oriented, requiring
protection of the natural resources and adjoining properties. If at any time during the project it is
®
4.
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements
of the Erosion and Sedimentation Control Ordinance of Wake County, this office may require revisions
in the plan and its implementation to ensure compliance with the Code of Ordinances.
All projects that have approved plans for an E&SC permit on or after Aug. 3, 2011 are covered by the
NPDES Construction Stormwater General Permit, NCG 010000. In addition, effective October 1, 2010,
®
S.
persons conducting land -disturbing activities larger than one acre must inspect their project after
each phase of the project, and document the inspection in writing. A packet with information on the
NPDES General Permit and the Self -inspection Program will be provided at the preconstruction
meeting. Permits and inspection reports shall be maintained on site.
Validity of Plan, Lapse of Approval - An approved erosion and sedimentation control plan is valid for 2
®
6.
calendar years from the date of approval. If a land disturbance permit has not been obtained within the 2 -
year period, the erosion and sedimentation control plan approval becomes null and void.
®
7.
Actions Required Prior to Land Disturbance
S&EC plan approval and land disturbance permit issued must be prominently displayed until all
®
a.
construction is complete, all permanent sedimentation and erosion control measures are installed and
the site has been stabilized. A copy of the approved plan must be kept on file at the job site.
®
b.
No person shall initiate a land -disturbing activity until notifying Wake County of the date that the land-
disturbing activity will begin.
®
8.
Authority
County officials may enter any property, public or private, at reasonable times for the purpose of
investigating and inspecting the sites of any land -disturbing activity. No person shall refuse entry or
®
a.
access to any authorized representative or agent for the County who requests entry for purposes of
inspections, and presents appropriate credentials, nor shall any person obstruct, hamper, or interfere
with any such representatives while in the process of carrying out their official duties.
Agents and officials of the County will periodically inspect land -disturbing activities to ensure
compliance with the North Carolina Sedimentation Pollution Control Act, this article, or rules or orders
®
b.
adopted or issued pursuant to this article, and to determine whether the measures required in the
erosion and sedimentation control plan are effective in controlling erosion and sedimentation resulting
from land -disturbing activity.
Any land -disturbing activity will be the responsibility of the person(s) conducting the land disturbing
®
c.
activity, including the property owners. Failure to prevent off site sedimentation will be deemed a
violation of the erosion and sedimentation control regulations of this article.
Stormwater COAs - All conditions of approval must be completed and approved by Wake County prior to certificate of
compliance or occupancy. Items required are checked and listed below.
2
APPROVAL SW+S&EConstructionP1an-V.1 WM

WAKE
COUNTY
Wake County Environmental Services Department
Water Quality Division, Watershed Management Section
336 Fayetteville St. • P.O. Box 550 • Raleigh, NC 27602
TEL [phone] • FAX [phone]
WMCPA - WATERSHED MANAGEMENT CONSTRUCTION PLAN APPROVAL
3
APPROVAL SW+S&EConstructionPlan-V.1 WM
As -Built Plans — Upon completion of required improvements, an as -built plan of required stormwater
®
9.
improvements must be submitted (must indicate that stormwater improvements were constructed in
accordance with the approved plan). [Chapter 151.511
®
10.
Maintenance Plan
The developer must record and reference on the record plat, a maintenance plan providing
®
instruction about annual maintenance tasks and associated costs for at least a 20 -year period.
a.
[Chapter 151.52(C)(1)]
®
It will be the responsibility of the property owners association or lot owner to update the
b.
maintenance plan at least every 10 years. [Chapter 151.52(C)(2)]
®
11.
Maintenance Agreement
The developer must record and reference on the record plat, a maintenance agreement or
®
a.
restrictive covenant that sets for the property owners association's or lot owner's continuing
responsibilities for maintenance, including how cost will be apportioned among lot owners
served. [Chapter 151.52(D)]
®
b
The maintenance agreement must provide that the association and its individual members are
jointly and severable liable for maintenance. [Chapter 151.52(D)(1)]
®
12
Maintenance Easement — The developer must record easements for access, maintenance and
inspection by any property owners' association and by the town. [Chapter 151.52 E I
Applicable Regulations
®
13.
Parties Responsible for Maintenance of Improvements [Chapter 151.52(B)]
The developer must maintain stormwater improvements until accepted by a property owners
®
a.
association or lot owner. The developer must disclose which party will be responsible for
continued maintenance on the record plat.
Before improvements are accepted for maintenance by the property owners association or lot
®
b.
owner, the developer must certify to the property owners association or lot owner and the
county that improvements are complete and functioning as designed.
®
14.
Enforcement and Penalties [Chapter 151.97-151.991
Failure to complete required improvements or failure to maintain improvements as required
by the approved plan are violations of this ordinance and may be subject to withholding of
®
a.
building permits, withholding of Certificate of Occupancy, disapproval of subsequent permits
and development approvals, injunction, order of abatement, stop work order, or other
remedies. The violator may be subject to civil penalties or criminal penalties.
3
APPROVAL SW+S&EConstructionPlan-V.1 WM

WAKE
COUNTY
Wake County Environmental Services Department
Water Quality Division, Watershed Management Section
336 Fayetteville St. • P.O. Box 550 • Raleigh, INC 27602
TEL [phone] • FAX [phone]
4
APPROVAL SW+S&EConstructionPlan-V.1 WM
15A NCAC 26.0233 - Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in all of Wake County became effective in 2006. The Neuse River Riparian
Area Protection and Maintenance Rule applies to all perennial and intermittent streams, lakes, ponds and
estuaries in Wake County with forest vegetation on the adjacent land or "riparian area". In riparian areas with
existing forest vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land
®
15
disturbance, new development and fertilizer use within the first 50 feet of land next to the water. In riparian
areas with forest vegetation that is less than 30 feet wide, the rule prohibits land disturbance, new
development and fertilizer use within the area that contains forest vegetation (but not the entire 50 foot
riparian area). For more information about this riparian area rule, please contact the Division of Water
Quality's Wetland/401 Unit at 919-807-6300. Wake County enforces the Neuse Buffer Rules in both the Cape
Fear River Basin and the Neuse River Basin except when superseded by the Jordan Buffer Rules[15A NCAC
02B.0265].
Wake County Watershed Management Section is not responsible for subject approvals of other Local, State or Federal
Agencies. The subject approvals are (but not limited to) Federal Emergency Management Area Flood
regulations/requirements, Division of Water Resources under stormwater or other water quality regulations/requirements,
U.S. Army Corps of Engineers under Article 404/401 (Wetlands/Streams) jurisdiction/requirements, and/or any Federal,
State, County and Local municipal regulations or permit requirements. The approval issued in this letter cannot supersede
any other required permit or approval.
f 13Wu 1t [e-mail]
a,�U1R,
Environmental Contact Info: 919-842-7142
Consultant: Debra Tanner
Wake County PE:
Barney Blackburn
4
APPROVAL SW+S&EConstructionPlan-V.1 WM

Permit
(to be provided by DWQ)
Q. DESIGN INFORMATION
OF W A T�c9
NCDENR
Drainage area
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Impervious area, post -development
401 CERTIFICATION APPLICATION FORM
% impervious
WET DETENTION BASIN SUPPLEMENT
Design rainfall depth
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
SHEPARD GREENE
Contact person
PATRICK BARBEAU, PE
Phone number
919-866-4512
Date
5/2/2017
Drainage area number
BMP #1
Q. DESIGN INFORMATION
Site Characteristics
Drainage area
74,923 ft2
Impervious area, post -development
54,014 ft2
% impervious
72.09 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1 -yr, 24 -hr runoff
Post -development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1 -yr, 24 -hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1 -yr, 24 -hr storm
Pre -development 1 -yr, 24 -hr peak flow
Post -development 1 -yr, 24 -hr peak flow
Pre/Post 1 -yr, 24 -hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
2,832 ft'
2,832 ft'
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
(Y or N)
2.9 in
0.30 (unitless)
0.73 (unitless)
0.12 in/hr OK
2.07 ft3/sec
0.19 ft'/sec
-1.88 ft3/sec
295.48 fmsl
294.50 fmsl
292.17 fmsl
295.00 fmsl
294.00 fmsl
288.50 fmsl
287.50 fmsl
1.00 ft
(Y or N)
295.5 fmsl OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. 8 II. Design Summary, Page 1 of 2

II, DESIGN INFORMATION
Surface Areas
Area, temporary pool
5,482 ftp
Area REQUIRED, permanent pool
2,832 ft
SAIDA ratio
3.78 (unitless)
Area PROVIDED, permanent pool, Ap,-- "
3,428 ft`
Area, bottom of 1Oft vegetated shelf, Abot Shen
1,612 ft`
Area, sediment cleanout, top elevation (bottom of pond), Aw_pw
263 ft`
Volumes
2.3 :1
Volume, temporary pool
2,832 ft3
Volume, permanent pool, Vp--"
10,871 ft3
Volume, forebay (sum of forebays if more than one forebay)
2,378 ft3
Forebay % of permanent pool volume
21.9% %
SAIDA Table Data
OK
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
3.78 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp._"
10,871 W
Area provided, permanent pool, AM-"
3,428 ft'
Average depth calculated
3.60 It
Average depth used in SAIDA, d.„ (Round to nearest 0.5ft)
3.5 ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, Ap.,w
3,428 ft`
Area, bottom of 10ft vegetated shelf, Ab, she
1,612 ff
Area, sediment cleanout, top elevation (bottom of pond), Aw_po„d
263 fe
"Depth" (distance b/w bottom of 10ft shelf and top of sediment) 5.50 it
Average depth calculated 3.60 it
Average depth used in SAIDA, d,,,, (Round to down to nearest 0.5ft) 3.5 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (CW)
Length of weir (L)
Driving head (H)
Pre -development 1 -yr, 24 -hr peak flow
Post -development 1 -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
0.75 in
int
0.60 (unitless)
0.95 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
2.07 ft3/sec
4.86 ft3/sec
0.01 f3/sec
3.50 days
OK
OK
OK
OK
OK
OK
OK
OK, draws down in 2-5 days.
Permit
(to be provided by DWQ)
Forth SW401-Wet Detention Basin-Rev.94/18/12 Parts I. & II. Design Summary, Page 2 of 2
3 :1
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
2.3 :1
OK
N
(Y or N)
Trash rack or similar device recommended.
1.0 ft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
PUMP REOU'D TO DRAIN POND COMPLETELY
(to be provided by DWQ)
Forth SW401-Wet Detention Basin-Rev.94/18/12 Parts I. & II. Design Summary, Page 2 of 2

NEPA DOCUMENTATION

STATE OF NORTH CAROLINA
DEPARTMENT OF ADMMSTRATION
ROY COOPER
GOVERNOR
March 28, 2017
Mr. Ben Henderson
The Woda Group, Inc.
c/o Timmons Group
608 Preston Avenue, Suite 200
Charlottesville, VA 22903
MACHELLE SANDERS
SECRETARY
Re: SCH File # 17-E-0000-0364; SCOPING; Proposed project is for the construction of
Shepard Greene Senior Housing, a 50 -unit apartment building for seniors.
Amenities include multi-purpose space, laundry facilities, computer and fitness
rooms and a management office.
Dear Mr. Henderson:
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the National Environmental Policy Act. According to
G.S. 113A-10, when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of the State
Environmental Policy Act. Attached to this letter are additional comments made by the
agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
--�
Crys Best
State Environmental Review Clearinghouse
Attachments
cc: Region J
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF ADMINISTRATION Fax: [phone] WEST JONES STREET
1301 MAIL SERVICE CENTER COURIER #51-01-00 RALEIGH, NORTH CAROLINA
RALEIGH, NC 27699-1301 Email: state.clearmghouse@doancgov
Website: a4v.ncadmin.ix:.s ov

MEMORANDUM
Tc: Crystal Best
State Clearinghouse Coordinator
Department of Administration
From: Lyn Hardison L71YI
Division of Environmental Assistance and Customer Service
Environmental Assistance and Project Review Coordinator
ROY COOPER
RE: I7-0364
Scoping — Proposed project is for the construction of Shepard Greene Senior
Housing, a 50 -unit apartment building for seniors and will also include a multi-
purpose space, laundry facilities, computer and fitness rooms and a management
office
Wake County
Date: March 24, 2017
The Department of Environmental Quality has reviewed the proposal for the referenced project. Based
on the information provided, several of our agencies have identified permits that may be required and
offered some guidance to minimize impacts to the natural resources within the project area. The
comments are attached for the applicant's review.
The Department agencies will continue to be available to assist the applicant through any environmental
review or permitting processes.
Thank you for the opportunity to respond.
Attachments
ST,me, c)^ "oto th Carnli!t,; Ln; ros;nterttal Qua?itt
_'i"vVrib4 tbiti'b :;?i'PE'* !(tF,,! hlai!4er•.:i=: <� C:er,Ter kalei,lP�. t.•.?r!i, G�!;oun:: ;;:{;va-lif;'i

North Ca.rolina Wildlife Resources Commission
Gordon Myers. Executive Director
MEMORANDUM
TO: Lyn Hardison, Environmental Assistance Coordinator
NCDEQ Division of Environmental Assistance and Customer Services
FROM: Gabriela Garrison
Eastern Piedmont Coordinator -
Habitat Conservation
DATE: March 13. 2017
SUBJECT: Request for Environmental Scoping for the Construction of the Shepard Greene Senior
Housing, Wake County, DEQ Project No. 17-0364.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject
document. Comments are provided in accordance with provisions of the Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667e), North Carolina Environmental Policy Act (G.S.
113A-1 through 113 A-] 0; 1 NCAC 25) and North Carolina General Statutes (G.S. 113-131 et seq.).
The Woda Group, Inc. proposes to construct the Shepard Greene Senior Housing Project, located at 636
Shepard School Road in Zebulon. The project site is a 3.78 -acre area that will be utilized for 18 one -
bedroom apartments and 32 two-bedroom apartments, in addition to associated infrastructure.
The NCWRC offers the following general recommendations to minimize impacts to aquatic and
terrestrial wildlife resources:
1. The project footprint should be surveyed for wetlands and streams to ensure there are no impacts to
surface waters. In addition to providing wildlife habitat, wetland areas and streams aid in flood
control and water quality protection. United States Army Corps of Engineers Section 404 Permits
and NC Division of Water Resources Section 401 Certifications are required for any impacts to
jurisdictional streams or wetlands.
2. Maintain or establish a minimum 100 -foot undisturbed, native forested buffer along each side of
perennial streams and 50 -foot undisturbed, native forested buffer along each side of intermittent
streams and wetlands. Forested riparian buffers protect habitat areas and travel corridors for wildlife
species. In addition, forested riparian buffers protect water quality by stabilizing stream banks and
filtering stormwater runoff.
3. Stormwater runoff to receiving surface waters can be minimized by reducing impervious surfaces and
increasing infiltration on site using Low Impact Development (LID) techniques. LID techniques
appropriate for this project may include permeable pavement and bioretention areas that can. collect
Mailing Address: Habitat Conservation Division - 17Z 1 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

Page 2
March 13, 2017
Shepard Greene Senior Housing
DEQ Project No.: 17-0364
stormwater from the parking areas. Additional alternatives include narrower roads, swales versus
curbs/gutters and permeable surfaces such as turf stone, brick and cobblestone.
4. Re -seed disturbed areas with seed mixtures that are beneficial to wildlife. Avoid fescue -based
mixtures as fescue is invasive and provides little benefit to wildlife. A list of wildlife -friendly plants
is available upon request. In addition, the use of non-invasive, native species is recommended. Using
native species instead of ornamentals should reduce the need for water, fertilizers and pesticides.
5. Insecticides and herbicides should not be used within 100 feet of perennial streams and 50 feet of
intermittent streams, or within floodplains and wetlands associated with these streams.
6. Sediment and erosion control measures should be installed prior to any land -disturbing activity. The
use of biodegradable and wildlife -friendly sediment and erosion control devices is strongly
recommended. Silt fencing, fiber rolls and/or other products should have loose -weave netting that is
made of natural fiber materials with movable joints between the vertical and horizontal twines. Silt
fencing and similar materials that have been reinforced with plastic or metal mesh should be avoided
as they impede the movement of terrestrial wildlife species. Excessive silt and sediment loads can
have detrimental effects on aquatic resources including destruction of spawning habitat, suffocation
of eggs and clogging of gills.
The NCWRC encourages the applicant to consider additional measures to protect aquatic and terrestrial
wiidl.ife species in developing landscapes. The NCWRC's Guidance Memorandum to Address and
Mitigate Secondary and Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water
Qualizv (August 2002; i1t%1�:: v:E 4 ��cc-ti i1c31ife.or�j'!'orta.i�itii'C�antier. ins ' ocunievllts O(f
C;uidance �lemcnandEfrr�ii�rSvc: nda �andC:un�!�fati�eli7l�}iCrS,�;;1f� details measures to minimize secondary
and cumulative impacts to aquatic and terrestrial wildlife resources; in addition, the NCWRC's Green
Growth Toolbox (h�in:'r ? t1,µ?'�'�10 iprovides information on nature -friendly planning.
Thank you for the opportunity to review and comment on this project. If I can be of further assistance,
please contact me at [phone] or aaabriell i arrison d)nc'.";idlif org.

March 1, 2017
ROY COOPER
MICHAEL S. REGAN
MICHAEL SCOTT
To: Michael Scott, Director
Division of Waste Management
From: Bill Hunneke, Eastern Region Compliance Supervisor,
Compliance Branch, Hazardous Waste Section
Subject: Hazardous Waste Section Comments on proposed construction of construction of Shepard
Greene Senior Housing, (Wake County)
Project Number: 17-0364
The Hazardous Waste Section (HWS) has reviewed the scoping proposal for construction of Shepard
Greene Senior Housing, a 50 -unit apartment building for seniors in Wake County.
Any hazardous waste generated from the demolition, construction, operation, maintenance, and/or
remediation (e.g. excavated soil) from the proposed project must be managed in accordance with the North
Carolina Hazardous Waste Rules. The demolition, construction, operation, maintenance, and remediation
activities conducted will most likely generate a solid waste, and a determination must be made whether it
is a hazardous waste. If a project site generates more than 220 pounds of hazardous waste in a calendar
month, the HWS must be notified, and the site must comply with the small quantity generator requirements.
If a project site generates more than 2200 pounds of hazardous waste in a calendar month, the HWS must
be notified, and the facility must comply with the large quantity generator requirements.
Should any questions arise, please contact me at 252-364-8977.
Kind regards,
% r
William Hunneke
Eastern Region Compliance Supervisor
titanoi'�terthCscGrr.; �nnr-ann>inra:Ut:�:iit: Wc?a;r4:c:x3F..teni
217 %Vvst lose^ i. r T J' 'ti-tcai! `ai•ry'.:• ',ir,-ita'r. N01 to C. a sltr:d n
-VNWT OEM
�:

Date:
To
March 10, 2017
Michael Scott, Director
Division of Waste Management
Through: Dave Lown, Head
Federal Remediation Branch
From: Randy McElveen, Federal Remediation Branch
ROY COOPER
MICHAEL S. REGAN
WICHAEL SCOTT
Subject: NEPA Project #17-0364, Proposed Shepard Greene Senior Housing located at 626 Shepard School
Road South of Shepard Middle School in Zebulon, Wake County, NC
A review has been completed of the proximity of proposed Shepard Green Senior
Housing Project to Superfund Section regulated sites or Brownfields sites in the Division of
Waste Management SEPA data base. The proposed project is located South of Shepard
Middle School and West of North Privette Street at 626 Shepard School Road in Zebulon,
Wake County, NC.
The proposed project includes new construction of an apartment building for
affordable housing for seniors on a previously undeveloped site. The project will construct 18
one -bedroom units and 32 two-bedroom units along with multi-purpose space: laundry.
fitness and computer rooms; and a management office. The 3.78 -acre site is currently vacant
and vegetated with a mix of grassy lawns and forest stands. A stream crosses the southern
portion of the site. A Phase 1 Environmental Site Assessment was conducted at the Site. For
more detail see the Request for Environmental Scoping in the SEPA Data Base.
Please contact me at 919-707-8341 if you have any questions regarding this review.
Two Pre -regulatory Landfill Sites and one Brownfield Site were identified within a 1 -
mile radius of the proposed project. See Table below for details and the attached location
map.
ID#
Site Name
Division Pro^ram Site is Cinder
NONCD0000201
Gill Street Park Site
DWM, SF, Pre -regulatory Landfill Site
NONCD0000608
Zebulon Dump Site
DWM, SF, Pre -regulatory Landfill Site
06020-02-92
East Gannon Properties
DWM. Brownfield Site
State of'North Carolina! Environmental Quality I Waste managemem
1(x16 Mail Service Cerner' 217 West Jones Saeet I Raleigh, \C 27699.1646
919 707 8200 T
�.., 1

Superfund Section SEPA Review
March 10, 2017
NC i Map_Parcels - Parcels
Pre-RegidAttuy LRlldDII Sd s
SEPA AGOL - All Biles
1:2.257
0 0.02 0.04 0.081ni
0 0.0425 0 085 0,17 kin
Sour_os. F..sd. HERE. 09lorma, USGS. ,n. MCREMENT P,
NRC—. Esq Japan. MET;, C., China (Moog Kongf, Esri Korea, E -
(Thailand) NGCC. p
Te GiS US.,
Woo Ai r?!—"fnr Ar,r,IS
Toavn of Cery. Slate M idorlh Camina DOT. Esn. HERF. Garmm. INCREMFNI" P. NGA. USGS
1
March 10, 2017
NC i Map_Parcels - Parcels
Pre-RegidAttuy LRlldDII Sd s
SEPA AGOL - All Biles
1:2.257
0 0.02 0.04 0.081ni
0 0.0425 0 085 0,17 kin
Sour_os. F..sd. HERE. 09lorma, USGS. ,n. MCREMENT P,
NRC—. Esq Japan. MET;, C., China (Moog Kongf, Esri Korea, E -
(Thailand) NGCC. p
Te GiS US.,
Woo Ai r?!—"fnr Ar,r,IS
Toavn of Cery. Slate M idorlh Camina DOT. Esn. HERF. Garmm. INCREMFNI" P. NGA. USGS

TO: Michael Scott, Division Director through Sharon Brinkley
ROY COOPER
MICHAEL S. REGAN
MICHAEL SCOTT
FROM: Drew Hammonds, Eastern District Supervisor - Solid Waste Section n
DATE: March 10, 2017
SUBJECT: Review: Project #17-0364— Wake County (Scoping - Proposed project is for the
construction of Sheppard Green Senior Housing)
The Division of Waste Management, Solid Waste Section (Section) has reviewed the scoping
document submitted by The Woda Group, Inc., for the proposed project to construct the Shepard
Greene Senior Housing, a 50 -unit apartment building for seniors. Amenities include
multipurpose space, laundry facilities, computer and fitness rooms and a management office, in
Zebulon, Wake County, NC. Based on the information provided, the Section does not see an
adverse impact on the surrounding community and likewise knows of no situations in the
community, which would affect this project.
During the land clearing and construction of this project, The Woda Group, Inc. and/or its
contractors should make every feasible effort to minimize the generation of waste, to recycle
materials for which viable markets exist, and to use recycled products and materials in the
development of this project where suitable. Any waste generated by this project that cannot be
beneficially reused or recycled must be disposed of at a solid waste management facility
permitted by the Division. The Section strongly recommends that The Woda Group, Inc. require
all contractors to provide proof of proper disposal for all generated waste to permitted facilities.
Permitted solid waste management facilities are listed on the Division of Waste Management,
Solid Waste Section portal site at: iIi'is ;'rC1wU. 2:'.t7V,`i�JUEiI,'CII':`IiTM)!3S%wuSt�-3T%?ita'?": IT?i 71i!i'c4Stc-
inintl2ement-ml s-daia/solid-wustL.-I.Tanagerwnt-%aninia1-S'CSoor'tS.So1. id -ova te-r) i.1TFitG
list
Questions regarding solid waste management for this project should be directed to Ms. Elizabeth
Patterson, Environmental Senior Specialist, Solid Waste Section, at [phone].
cc: Elizabeth Patterson, Environmental Senior Specialist
sl<w' Nk' !i7 r t- r+'t+x:!�t ;� Ckt.ar7 � T ;iti " f
r� Milli
:.1F i :J ... 5;4(:1 ;•

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
After review of this project it has been determined that the DEQ permit(s) and/or approvals indicated may need to be obtained in order for this
project to comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the
reverse of the form. All applications, information and guidelines relative to these plans and permits are available from the same Regional Office,
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 3
January 2017/lbh
Normal Process
PERMITS
I
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
I Time
(statutory time
I
limit)
Permit to construct & operate wastewater
Application 90 days before begins construction or award of
❑treatment
facilities, non-standard sewer system
construction contracts. On-site inspection may be required. Post-
30 days
i
extensions & sewer systems that do not
application technical conference usual.
(90 days)
y
discharge into slate surface waters.
Permit to construct & operate, sewer
extensions involving gravity sewers, pump
i Fast -Track Permitting program consists of the submittal of an
II
❑
i stations and force mains discharging into a
application and an engineer's certification that the project meets all
30 days
sewer collection
1 applicable State rules and Division Minimum Design Criteria.
(N/A)
system
NPOES - permit to discharge into surface water
( Application 180 days before begins activity. On-site inspection. Pre -
and/or permit to operate and construct
application conference usual. Additionally, obtain permit to construct
90-120 days
wastewater facilities discharging into state
wastewater treatment facility -granted after NPDES. Reply time, 30 days
(N/A)
surface waters.
j after receipt of plans or issue of NPDES permit -whichever is later.
❑
Water Use Permit
l Pre -application technical conference usually necessary.
30 days
(N/A)
Complete application must be received and permit issued prior to the
❑
well Construction Permit
installation of a groundwater monitoring well located on property not
7 days
owned by the applicant, and for a large capacity (>100,000 gallons per
(15 days)
day) water supply well.
Application copy must be served on each adjacent riparian property
❑
Dredge and Fill Permit
owner. On-site inspection. Pre -application conference usual. Filling may
55 days
require Easement to Fill from N.C. Department of Administration and
(90 days)
Federal Dredge and Fill Permit.
Permit to construct &operate Air Pollution
Application must be submitted and permit received prior to
❑
!
Abatement facilities Emission Sources
construction and operation of the source. If a permit is required
and/or as
in an area without local zoning, then there are additional
90 days
per 1S A NCAC (2Q.0100 thru 2Q.0300)
requirements and timelines (24.0113).
Any open burning associated with subject
®
proposal must be in compliance with 15 A NCAC
N/A
60 days
2D.1900 j
(90 days)
Demolition or renovations of structures
Please Note - The Health Hazards Control Unit (HHCU) of the N.C.
containing asbestos material must be in
Department of Health and Human Services, must be notified of plans to
❑
compliance with 15 A NCAC 20.1110 (a) (1)
demolish a building, including residences for commercial or industrial
60 days
which requires notification and removal prior to
expansion, even if no asbestos is present in the building.
(90 days)
demolition. Contact Asbestos Control Group
919-707-5950
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion &
sedimentation control plan will be required if one or more acres are to be disturbed. Plan must be filed with and approved
®
by applicable Regional Office (Land Quality Section) at least 30 days before beginning activity. A NPDES Construction
20 days
Stormwater permit (NCG010000) is also usually issued should design features meet minimum requirements. A fee of 565
(30 days]
i
for the first acre or any part of an acre. An express review option is available with additional fees.
Sedimentation and erosion control must be addressed in accordance with NCDOT's approved program. Particular
❑
attention should be given to design and installation of appropriate perimeter sediment trapping devices as well as stable
(30 days)
Stormwater conveyances and outlets.
Sedimentation and erosion control must be addressed in accordance with Local Government's approved program.
❑
Particular attention should be given to design and installation of appropriate perimeter sediment trapping devices as well
Based on local
as stable Stormwater conveyances and outlets.
Program
ED
with 15A NCAC 2H .0126 - NPDES Stormwater Program which regulates three types of activities: Industrial,
30-60 days
Municipal
Municipal Separate Storm Sewer System & Construction activities that disturb >_i acre.
(90 days)
Compliance with, 15AUCAC,2klAWD,-State. Stosmwatet Pecmitting Programs, regulate ske.development.and post-
❑
construction Stormwater runoff control. Areas subject to these permit programs include all 20 coastal counties, and
days
various other counties and watersheds throughout the state.
(9090 days)
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 3
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 3
January 2017/lbh
Normal Process
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
j Time
!
( statutory time
limit)
I
On-site inspection usual. Surety bond filed with DEQ Bond amount
❑
Mining Permit
varies with type mine and number of acres of affected land. Affected
30 days
areareater than one acre must be permitted. The appropriate ppropriate bond
(60 days)
must be received before the permit can be issued.
I If permit required, application 60 days before begin construction.
Applicant must hire N.C. qualified engineer to: prepare plans, inspect
'
construction, and certify construction is according to DEQ approved
❑plans.
Dam Safety Permit
May also require a permit under mosquito control program. And
i 30 days
a 404 permit from Corps of Engineers. An inspection of site is necessary
1 (60 days)
to verify Hazard Classification. A minimum fee of $200.00 must
accompany the application. An additional processing fee based on a
percentage or the total project cost will be required upon completion.
i
❑
Oil Refining Facilities
II
I N/A
90-120 days
l
(N/A)
File surety bond of $5,000 with DEQ running to State of NC conditional
❑
Permit to drill exploratory oil or gas well
that any well opened by drill operator shall, upon abandonment, be
10 days
1 plugged according to DEQ rules and regulations.
N/A
❑
Geophysical Exploration Permit
Application filed with DEQ at least 10 days prior to issue of permit.
10 days
Application by letter. No standard application form.
i N/A
Application fee based on structure size is charged. Must include
!
❑
State Lakes Construction Permit
descriptions & drawings of structure & proof of ownership of riparian
I I5-20 days
property
( N/A
Compliance with the T15A 02H .0500 Certifications are required
El
401 Water Quality Certification
whenever construction or operation of facilities will result in a
60 days
discharge into navigable water as described in 33 CFR part 323.
i (130 days)
Compliance with Catawba, Goose Creek, Jordan Lake, Randleman, Tar Pamlico or Neuse Riparian Buffer Rules is required.
®
Buffer requirements:
Nutrient Offset: Loading requirements for nitrogen and phosphorus in the Neuse and Tar -Pamlico River basins, and in the
Jordan and Falls Lake watersheds, as part of the nutrient -management strategies in these areas. DWR nutrient offset
❑
information:
ni i
❑
CAMA Permit for MAJOR development
$250.00 - $475.00 fee must accompany application
75 days
(150 days)
❑
CAMA Permit for MINOR development
$100.00 fee must accompany application
22 days
(25 days)
®
Abandonment of any wells, if required must be in accordance with Title 15A. Subchapter 2C.0100.
❑
Notification of the proper regional office is requested if "orphan" underground storage tanks (USTS) are discovered during
any excavation operation.
Plans and specifications for the construction, expansion, or alteration of a public water system must be approved by the
Division of Water Resources/Public Water Supply Section prior to the award of a contract or the initiation of construction
®
as per 15A NCAC 18C.0300 et. seq., Plans and specifications should be submitted to 1634 Mail Service Center, Raleigh, (
30 days
North Carolina 27699-1634. All public water supply systems must comply with state and federal drinking water monitoring
requirements. For more information, contact the Public Water Supply Section, [phone].
If existing water lines will be relocated during the construction, plans for the water line relocation must be submitted to
®
the Division of Water Resources/Public Water Supply Section at 1634 Mail Service Center, Raleigh, North Carolina 27699-
30 days
1634. For more information, contact the Public Water Supply Section, [phone].
Plans and specifications for the construction, expansion, or alteration of the water system must be approved
❑
through the . delegated plan approval authority. Please contact them at for further information.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 3
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
Other Comments (attach additional pages as necessary, being certain to comment authority)
Division
i Initials
No
j Comments
Date
comment
Review
DAG,
DDM
2/20/17
DWR-WQROS
DS &rb
Shepard Greene Senior housing — Wake County
3/16/17
(Aquifer & Surface)
- A project that disturbs 1 acre or greater is required to secure an erosion
2/16/17
and sedimentation control plan and must comply with construction
i stormwater permit conditions (NCG010000)
I-The
project is in the Neuse River Basin (unnamed Tributary Moccasin
Creek, C NSW).
The USGS Topographic map did depict blue line streams and topographic
j
crenulations, indicating stream. adjacent to the project footprint. (Note:
the soil survey was not reviewed.)
-If wetland or stream impacts are proposed, this project will need to comply
li
with/secure a 404 permit from the USACE, obtain a 401 Water Quality
Certification authorization and obtain a riparian buffer authorization.
I
This project may require a sewer extension permit in accordance with 15A
i
1 NCAC 02T .0301. (It is recommended that permittee contact the subject
municipality to determine if this is required for this development.) Also, if
there are questions regarding sewer extension permits the permittee may
also call Jason Robinson at the RRO [phone]. &
DWR-PWS j
WAH
See last two checked boxes
2/17/17
DEMLR (LQ & SW)
CDA
2/17/17
DWM — UST
MRP i
3/10/17
Other Comments
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
❑ Asheville Regional Office ❑ Fayetteville Regional Office ❑ Mooresville Regional Office
2090 U.S. 70 Highway 225 Green Street, Suite 714, 610 East Center Avenue, Suite 301,
Swannanoa, NC 28778-8211 Fayetteville, NC 28301-5043 Mooresville, NC 28115
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
® Raleigh Regional Office
3800 Barrett Drive,
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
❑ Washington Regional Office
943 Washington Square Mall,
Washington, NC 27889
Phone: [phone]
Fax: [phone]
❑ Winston-Salem Regional office
450 Hanes Mill Road, Suite 300,
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
❑ Wilmington Regional Office
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 3 of 3
January 2017/lbh

STATE OF NORTH CAROLINA
DEPARTMENT OF ADNUMSTRATION
ROY COOPER
GOVERNOR
March 20, 2017
Mr. Ben Henderson
The Woda Group, Inc.
c/o Timmons Group
608 Preston Avenue, Suite 200
Charlottesville, VA 22903
MACHELLE SANDERS
SECRETARY
Re: SCH File # 17-E-0000-0364; SCOPING; Proposed project is for the construction of
Shepard Greene Senior Housing, a 50 -unit apartment building for seniors.
Amenities include multi-purpose space, laundry facilities, computer and fitness
rooms and a management office.
Dear Mr. Henderson:
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the National Environmental Policy Act. According to
G.S. 113A-10, when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of the State
Environmental Policy Act. Attached to this letter for your consideration are comments made by
the agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Crystal Best
State Environmental Review Clearinghouse
Attachments
cc: Region J
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF ADMINISTRATION Fax: [phone] WEST JONES STREET
1301 MALI, SERVICE CENTER COURIER #51-01-00 RALEIGH, NORTH CAROLINA
RALEIGH, NC 27699-1301 Email: [e-mail]
Website: tivc\-� nc.iLhrnn.nc.gm

MEMORANDUM
To: Crystal Best
State Clearinghouse Coordinator
Department of Administration
From: Lyn Hardison Z-15,01/
Division of Environmental Assistance and Customer Service
Environmental Assistance and Project Review Coordinator
ROY COOPER
RE: 17-0364
Scoping — Proposed project is for the construction of Shepard Greene Senior
Housing, a 50 -unit apartment building for seniors and will also include a multi-
purpose space, laundry facilities, computer and fitness rooms and a management
office
Wake County
Date: March 20, 2017
The Department of Environmental Quality has reviewed the proposal for the referenced project. Based
on the information provided, several of our agencies have identified permits that may be required and
offered some guidance to minimize impacts to the natural resources within the project area. The
comments are attached for the applicant's review.
I am still waiting for comments for the Division of Waste Management. I will send those comment to
you upon receipt.
The Department agencies will continue to be available to assist the applicant through any environmental
review or permitting processes.
Thank you for the opportunity to respond.
Attachments
state or North- Carolirla , _ny:rormenini Quality
R", vV st "naes 5tree. ' ibol Mail lWeigh. NaWth camlina ?7014(4 1601
1)1 7017 1600

9
North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Lyn Hardison, Environmental Assistance Coordinator
NCDEQ Division of Environmental Assistance and Customer Services
FROM: Gabriela Garrison
Eastern Piedmont Coordinator ? • -.-i
Habitat Conservation
DATE: March 13, 2017
SUBJECT: Request for Environmental Scoping for the Construction of the Shepard Greene Senior
Housing, Wake County, DEQ Project No. 17-0364.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the subject
document. Comments are provided in accordance with provisions of the Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667e), North Carolina Environmental Policy Act (G.S.
113A-1 through 113A-10; 1 NCAC 25) and North Carolina General Statutes (G.S. 113-131 et seq.).
The Woda Group, Inc. proposes to construct the Shepard Greene Senior Housing Project, located at 636
Shepard School Road in Zebulon. The project site is a 3.78 -acre area that will be utilized for 18 one -
bedroom apartments and 32 two-bedroom apartments, in addition to associated infrastructure.
The NCWRC offers the following general recommendations to minimize impacts to aquatic and
terrestrial wildlife resources:
1. The project footprint should be surveyed for wetlands and streams to ensure there are no impacts to
surface waters. In addition to providing wildlife habitat, wetland areas and streams aid in flood
control and water quality protection. United States Army Corps of Engineers Section 404 Permits
and NC Division of Water Resources Section 401 Certifications are required for any impacts to
jurisdictional streams or wetlands.
2. Maintain or establish a minimum 100 -foot undisturbed, native forested buffer along each side of
perennial streams and 50 -foot undisturbed, native forested buffer along each side of intermittent
streams and wetlands. Forested riparian buffers protect habitat areas and travel corridors for wildlife
species. In addition, forested riparian buffers protect water quality by stabilizing stream banks and
filtering stormwater runoff.
3. Stormwater runoff to receiving surface waters can be minimized by reducing impervious surfaces and
increasing infiltration on site using Low Impact Development (LID) techniques. LID techniques
appropriate for this project may include permeable pavement and bioretention areas that can collect
Mailinti Address: Habitat Conservation Division o 1721. Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2
March 13, 2017
Shepard Greene Senior housing
DEQ Project No.: 17-0364
stormwater from the parking areas. Additional alternatives include narrower roads, swales versus
curbs/gutters and pernieable surfaces such as turf stone, brick and cobblestone.
4. Re -seed disturbed areas with seed mixtures that are beneficial to. wildlife. Avoid fescue -based
mixtures as fescue is invasive and provides little benefit to wildlife. A list of wildlife -friendly plants
is available upon request. In addition, the use of non-invasive, native species is recommended. Using
native species instead of ornamentals should reduce the need for water, fertilizers and pesticides.
5. Insecticides and herbicides should not be used within 100 feet of perennial streams and 50 feet of
intermittent streams, or within floodplains and wetlands associated with these streams.
6. Sediment and erosion control measures should be installed prior to any land -disturbing activity. The
use of biodegradable and wildlife -friendly sediment and erosion control devices is strongly
recommended. Silt fencing, fiber rolls and/or other products should have loose -weave netting that is
made of natural fiber materials with movable joints between the vertical and horizontal twines. Silt
fencing and similar materials that have been reinforced with plastic or metal mesh should be avoided
as they impede the movement of terrestrial wildlife species. Excessive silt and sediment loads can
have detrimental effects on aquatic resources including destruction of spawning habitat, suffocation
of eggs and clogging of gills.
The NCWRC encourages the applicant to consider additional measures to protect aquatic and terrestrial
wildlife species in developing landscapes. The NCWRC's Guidance Memorandum to Address and
Mitigate Secondary and Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water
Quality {August 2002; ht:tp:%F�ww.ncwildlife.ortll'octalsi0!C<<nserv;F��%`docut�tent%2t}()
<iuidanceMemoi-andr.tint'ai•Secondai-vandCunILiiativein-Iklacts. (lfi details measures to minimize secondary
and cumulative impacts to aquatic and terrestrial wildlife resources; in addition, the NCWRC's Green
Growth Toolbox (http;;`'=.16.27.39,101/<gr engro\vfh%) provides information on nature -friendly planning.
Thank you for the opportunity to review and comment on this project. if I can be of further assistance,
please contact me at [phone] org ihricla.{, xrisc>4 ;u»c�x, ildlite..or�-;.

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
After review of this project it has been determined that the DEQ permit(s) and/or approvals indicated may need to be obtained in order for this
project to comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the
reverse of the form. All applications, information and guidelines relative to these plans and permits are available from the same Regional Office.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 3
January 2017/lbh
Normal Process
Time
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
(statutory time
limit)
Permit to construct & operate wastewater
Application 90 days before begins construction or award of
❑
treatment facilities, non-standard sewer system
construction contracts. On-site inspection may be required. Post -
30 days
extensions & sewer systems that do not
application technical conference usual.
(90 days)
discharge into state surface waters.
Permit to construct & operate, sewer
extensions involving gravity sewers, pump
Fast -Track Permitting program consists of the submittal of an
1 30 days
❑
stations and force mains discharging into a
application and an engineer's certification that the project meets all
(N/A)
sewer collection
applicable State rules and Division Minimum Design Criteria.
system
NPDES - permit to discharge into surface water
Application 180 days before begins activity. On-site inspection. Pre -
and/or permit to operate and construct
application conference usual. Additionally, obtain permit to construct
i 90-120 days
wastewater facilities discharging into state
wastewater treatment facility -granted after NPDES. Reply time, 30 days
(N/A)
surface waters.
after receipt of pians or issue of NPDES permit -whichever is later.
❑
Water Use Permit
Pre -application technical conference usually necessary.
30 days
(N/A)
Complete application must be received and permit issued prior to the
❑
Well Construction Permit
installation of a groundwater monitoring well located on property not
7 days
owned by the applicant, and for a large capacity (>100,000 gallons per
(15 days)
day) water supply well.
Application copy must be served on each adjacent riparian property
❑
Dredge and Fill Permit
owner. On-site inspection. Pre -application conference usual. Filling may
55 days
require Easement to Fill from N.C. Department of Administration and
(90 days)
Federal Dredge and Fill Permit.
Permit to construct & operate Air Pollution
Application must be submitted and permit received prior to
❑construction
Abatement facilities and/or Emission Sources as
and operation of the source. If a permit is required
iin
90 days
per 15 A NCAC (2Q.0100 thru 2Q.0300)
an area without local zoning then there are additional
requirements and timelines (2Q.0113).
Any open burning associated with subject
60 days
®
proposal must be in compliance with 15 A NCAC
N/A
(90 days)
2D.1900
Demolition or renovations of structures
Please Note - The Health Hazards Control Unit (HHCU) of the N.C.
containing asbestos material must be in
Department of Health and Human Services, must be notified of plans to
El
with 15 A NCAC 20.1110 (a) (1)
demolish a building, including residences for commercial or industrial
60 days
which requires notification and removal prior to
which
expansion, even if no asbestos is present in the building.
(90 days)
demolition. Contact Asbestos Control Group
919-707-5950
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion &
sedimentation control plan will be required if one or more acres are to be disturbed. Plan must be filed with and approved
20 days
®
by applicable Regional Office (Land Quality Section) at least 30 days before beginning activity. A NPDES Construction
Stormwater permit (NCG010000) is also usually issued should design features meet minimum requirements. A fee of $65
(30 days)
for the first acre or any part of an acre. An express review option is available with additional fees.
Sedimentation and erosion control must be addressed in accordance with NCDOT's approved program. Particular
(30 days)
❑
attention should be given to design and installation of appropriate perimeter sediment trapping devices as well as stable
Stormwater conveyances and outlets.
Sedimentation and erosion control must be addressed in accordance with Local Governments approved program.
Based on Local
❑
Particular attention should be given to design and installation of appropriate perimeter sediment trapping devices as well
as stable Stormwater conveyances and outlets.
Program
❑
Compliance with 15A NCAC 2H .0126 - NPDES Stormwater Program which regulates three types of activities: Industrial,
30-60 days
Municipal Separate Storm Sewer System & Construction activities that disturb ?i acre.
(90 days)
Compliance with 15A NCAC 2H 1000 -State Stormwater Pe-rmitting..Pr.ograms regulate site development.and post-
45 days
❑
construction Stormwater runoff control. Areas subject to these permit programs include all 20 coastal counties, and
(90 days)
various other counties and watersheds throughout the state.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 3
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 3
January 2017/lbh
f Normal Process
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
1 Time
(statutory time
limit)
On-site inspection usual. Surety bond filed with DEQ Bond amount
❑
Mining Permit
varies with type mine and number of acres of affected land. Affected
30 days
area greater than one acre must be permitted. The appropriate bond
(60 days)
must be received before the permit can be issued.
If permit required, application 60 days before begin construction.
f
Applicant must hire N.C. qualified engineer to: prepare plans, inspect
f{
construction, and certify construction is according to DEQ approved
if
❑
Dam Safety Permit
plans. May also require a permit under mosquito control program. And
` 30 days
a 404 permit from Corps of Engineers. An inspection of site is necessary
(60 days)
i to verify Hazard Classification. A minimum fee of $200.00 must
i accompany the application. An additional processing fee based on a
I percentage or the total project cost will be required upon completion.
❑
Oil Refining Facilities
N/A
90-120 days
(N/A)
File surety bond of $5,000 with DEQ running to State of NC conditional
❑
Permit to drill exploratory oil or gas well
that any well opened by drill operator shall, upon abandonment, be
10 days
plugged accordingto DEQ rules and regulations.
N/A
❑
Geophysical Exploration Permit
Application filed with DEQ at least 10 days prior to issue of permit.
I 10 days
Application by letter. No standard application form.
N/A
Application fee based on structure size is charged. Must include
❑
State Lakes Construction Permit
descriptions & drawings of structure & proof of ownership of riparian
15-20 days
N/A
property
Compliance with the T1SA 02H .0500 Certifications are required
❑
401 Water Quality Certification
whenever construction or operation of facilities will result in a
60 days
discharge into navigable water as described in 33 CFR part 323.
(130 days)
Compliance with Catawba, Goose Creek, Jordan Lake, Randleman, Tar Pamlico or Neuse Riparian Buffer Rules is required.
®
Buffer requirements: , ne e uf. fw-tr..r>s;oustc:.�r;ar,r-
b;<:nch140:�
Nutrient Offset: Loading requirements for nitrogen and phosphorus in the Neuse and Tar -Pamlico River basins, and in the
Jordan and Falls Lake watersheds, as part of the nutrient -management strategies in these areas. DWR nutrient offset
❑
information:
::_:rc I e ) nfnzc._
❑
CAMA Permit for MAJOR development
$250.00 - $475.00 fee must accompany application
75 days
(150 days)
❑
CAMA Permit for MINOR development
$100.00 fee must accompany application
22 days
(25 days)
®
Abandonment of any wells, if required must be in accordance with Title 15A. Subchapter 2C.0100.
El
of the proper regional office is requested if "orphan" underground storage tanks (USTS) are discovered during
any
any excavation operation.
Plans and specifications for the construction, expansion, or alteration of a public water system must be approved by the
Division of Water Resources/ Public Water Supply Section prior to the award of a contract or the initiation of construction
®
as per 1SA NCAC 18C.0300 et. seq., Plans and specifications should be submitted to 1634 Mail Service Center, Raleigh,
30 days
North Carolina 27699-1634. All public water supply systems must comply with state and federal drinking water monitoring
requirements. For more information, contact the Public Water Supply Section, [phone].
If existing water lines will be relocated during the construction, plans for the water line relocation must be submitted to
®
the Division of Water Resources/Public Water Supply Section at 1634 Mail Service Center, Raleigh, North Carolina 27699-
30 days
1634. For more information, contact the Public Water Supply Section, [phone].
Plans and specifications for the construction, expansion, or alteration of the water system must be approved
❑
through the delegated plan approval authority. Please contact them at for further information.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 3
January 2017/lbh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: RALEIGH
Project Number: 17-0364 Due Date: 03/01/2017
County: Wake
Other Comments (attach additional pages as necessary, being certain to comment authority)
Division
i Initials
No
Comments
Date
comment
Review
DAQ
DDM
2/20/17
DWR-WQROS
I DS &rb
El
Shepard Greene Senior Housing— Wake County
3/16/17
(Aquifer & Surface)
A project that disturbs 1 acre or greater is required to secure an erosion
2/16/17
and sedimentation control plan and must comply with construction
stormwater permit conditions (NCGO10000)
I
-The project is in the Neuse River Basin (unnamed Tributary Moccasin
Creek, C NSW).
The USGS Topographic map did depict blue line streams and topographic
crenulations, indicating stream. adjacent to the project footprint. (Note:
the soil survey was not reviewed.)
-If wetland or stream impacts are proposed, this project will need to comply
with/secure a 404 permit from the USACE, obtain a 401 Water Quality
Certification authorization and obtain a riparian buffer authorization.
- This project may require a sewer extension permit in accordance with 15A
NCAC 02T.0301. (it is recommended that permittee contact the subject
municipality to determine if this is required for this development.) Also, if
there are questions regarding sewer extension permits the permittee may
also call Jason Robinson at the RRO [phone]. &
DWR-PWS
WAH
See last two checked boxes
2/17/17
DEMLR (LQ& SW)
CDA
2/17/17
DWM — UST
MRP
3/10/17
Other Comments
❑
/ /
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
❑ Asheville Regional Office ❑ Fayetteville Regional Office ❑ Mooresville Regional Office
2090 U.S. 70 Highway 225 Green Street, Suite 714, 610 East Center Avenue, Suite 301,
Swannanoa, NC 28778-8211 Fayetteville, NC 28301-5043 Mooresville, NC 28115
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
® Raleigh Regional Office
3800 Barrett Drive,
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
❑ Washington Regional Office
943 Washington Square Mall,
Washington, NC 27889
Phone: [phone]
Fax: [phone]
❑ Winston-Salem Regional Office
450 Hanes Mill Road, Suite 300,
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
❑ Wilmington Regional Office
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 3 of 3
January 2017/lbh

COUNTY: WAKE
MS CARRIE ATKINSON
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERBUCCNTAL REVIEW
A02:MULTI -FAMILY (COMPLEXES)
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
TRIANGLE J COG
PROJECT INFORMATION
APPLICANT: The Woda Group, Inc.
TYPE: National Environmental Policy Act
Scoping
RF-CEIVED
4AR 6W
Office
00A
HMO, 0171 MIF I �
STATE NUMBER: 17-E-0000-0364
DATE RECEIVED: 02/14/2017
AGENCY RESPONSE: 03/13/2017
REVIEW CLOSED: 03/16/2017
DESC: Proposed project is for the construction of Shepard Greene Senior Housing, a 50
unit apartment building for seniors. Amenities include multi-purpose space,
laundry facilities, computer and fitness rooms and a management office. - View
documents at:
https://www.dropbox.coin/sh/fkoOh5c93gcvxd3/AABSvEDRJYHvHD4KUGj4ya4ga?dl=0
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS EVI E FOLLOWING IS SUBMITTED: NO COMMENT COMMENTS ATTACHED
SIGNED BY: DATE: 3 i

COUNTY: WAKE
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
A02: MULTI -FAMILY (COMPLEXES)
MS DEIRDRE HAMAN
CLEARINGHOUSE COORDINATOR
DPS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
4218 MAIL SERVICE CENTER
RALEIGH NC
REVIEW DISTRIBUTION
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - COMMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
TRIANGLE J COG
PROJECT INFORMATION
APPLICANT: The Woda Group, Inc.
TYPE: National Environmental Policy Act
Scoping
STATE NUMBER: 17-E-0000-0364
DATE RECEIVED: 02/14/2017
AGENCY RESPONSE: 03/13/2017
REVIEW CLOSED: 03/16/2017
PCS gtatV S
SO
otfi ,6
000
DESC: Proposed project is for the construction of Shepard Greene Senior Housing, a 50
unit apartment building for seniors. Amenities include multi-purpose space,
laundry facilities, computer and fitness rooms and a management office. - View
documents at:
https://www.dropbox.com/sh/fkoOh5c93gcvxd3/AABSvEDRJYHvHD4KUGj4ya4ga?d1=0
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
SIGNED BY:
COMMENT ❑ COMMENTS ATTACHED
DATE: 4 A 7

COUNTY: WAKE
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
A02: MULTI -FAMILY
ra
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF NATURAL & CULTURAL RESOURC!';
STATE HISTORIC PRESERVATION OFFICE 1
MSC 4617 - ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DOA - CO_MMISSION OF INDIAN AFFAIRS
DPS - DIV OF EMERGENCY MANAGEMENT
TRIANGLE J COG
PROJECT INFORMATION
APPLICANT: The Woda Group, Inc.
TYPE: National Environmental Policy Act
Scoping
(COMPLEXES)
1 »i
5h
?pI
STATE NUMBER: 17-E-0000-0364
DATE RECEIVED: 02/14/2017
AGENCY RESPONSE: 03/13/2017
REVIEW CLOSED: 03/16/2017
t
I T- oel 1
DESC: Proposed project is for the construction of Shepard Greene Senior Housing, a 50
unit apartment building for seniors. Amenities include multi-purpose space,
laundry facilities, computer and fitness rooms and a management office. - View
documents at:
https://www.dropbox.com/sh/fkoOh5c93gcvxd3/AABSvEDRJYHvHD4KUGj4ya4ga?dl=0
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT F-] COMMENTS ATTACHED
SIGNED BY: J QA#11 DATE: • / �'!
Sg��etaty' $
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NORTH CAROLINA STATE CLEARINGHOUSE
DEPA-RT14ENT OF AMINISTRKTION
INTERGOVERNMENTAL REVIEW
COUNTY : k?,, TATE NUMBER, 01 3 6
AO 2 : 1'r-7
DATE RECEIVED:
AGENCY R-PSPONSE: 3 13) .'2 0
REVIEW C-LOSED:
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REVIEW DISTRIB=ION
DEPT-
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