20140899 Ver 1_Riparian Buffer Authorization_20140819

® Stante.c Transmltfal
Stantec Consulting Services Inc.
801 Jones'Frankim Road Suite 300
Raleigh NC 27606 -3934
Tel '(9119) 851 -6866
Fax (91'9)Z51-7024
To
Karen Higgins „'`�
From:
Amber Coleman
Company
NC DW,R, 401 & Buffer Permitting Unit
❑
For Your Information
Address
5,12 ,North Salisbury Street
21
For Your Approval
3
7/30/14
❑
For Your Review
Phone.
919- 807 -6360 �� '
j
❑
As Requested
Date. August 18, 2014
File 175613059
Delivery- FeclEx
;dT
Reference: Green Elementary Scho6l~- 'Neuse Buffer Authorization
Attachment
Copies
Doc Date
Pages
' Description
3,
8/7/14
8•
r
Neuse Buffer Authorization form and cover letter
3
7/30/14
4
Maps: Topoquad, Wake County Soil Survey, Buffer Impact
map, Recorded Plat
3
7/31/14
2
i
Wet Detention Basin Supplement Form
3
11/6/13
4
Abnsdictional Waters Findings Letter, Photos', Stream ID'Form,
Field Map
2
6/20/14
2
Green Elementary School - Site Grading Plans -full size
124x36"
1
6/20/14
2
Green Elementary School - Site Grading Plans - half size
"I�x17"
STANTEC CONSULTING SERVICES INC.
Amber Coleman
,Associate
Phone [phone] =
'Fax- (91'9) 851 -7024
amber coleman @stantec' corn
.r
Deslgn,wlth,community °1n mind
ac,v \1 7,1 3 \active\ 175613059 \project \documents \permits \ftnal'to dwr \transmttal'docx

(3 Stantec
August 7, 2014
File: 175613059
Stantec Consulting Services Inc.
801 Jones Franklin Road, Suite 300
Raleigh NC 27606 -3394
Tel: [phone]
Fax: [phone]
Attention: Ms. Karen Higgins
NCDWR - 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Dear Ms. Higgins,
Reference: Neuse Buffer Authorization - Green Elementary School Raleigh, NC
Stantec staff performed a jurisdictional waters delineation on November 6, 2013 at Green
Elementary School in Raleigh, NC. The field delineation determined there to be one perennial
stream along the southern property boundary. This unnamed tributary to Mine Creek is depicted
on the Wake County Soil Survey and is therefore subject to the Neuse Buffer Rules.
The entire existing school and site improvements will be removed and a new elementary school
facility, parking and other site improvements will be constructed. The rebuild of the school will
improve many safety and functionality features that could not be retrofitted within the current
school facility.
The school site will require the disturbance of approximately 1 1.8 acres and result in an increase of
impervious areas from 3.62 acres to 5.63 acres. A wet detention basin is planned to meet
stormwater requirements for the site. The stormwater plan is being reviewed by the City of Raleigh.
Due to space limitations, the out fall from the detention basin will not be able to achieve diffuse
flow before entering the buffer. The detention basin will be performing nitrogen and TSS removal
as well as attenuating peak discharge before discharging to the onsite stream. Outfall protection
will also be provided.
The riparian buffer will be impacted due to construction and continued maintenance of the
outfall and associated pipe. A 20' width corridor will be permanently maintained and is
considered a permanent buffer impact. A 4' construction access to the west of the permanent
corridor will be replanted and is considered a temporary buffer impact. The area within the
sanitary sewer easement is considered a temporary impact as well since it is already under a
vegetation maintenance plan with the City of Raleigh.
Please see the attached buffer authorization form and accompanying materials for additional
details.
Design with community in mind

5
August 7, 2014
Ms. Karen Higgins
Page 2 of 2
Reference: Neuse Buffer Authorization - Green Elementary School Raleigh, NC
Regards,
STANTEC CONSULTING SERVICES INC.
Amber Coleman, LSS, PWS
Associate
Phone: (gig) 865 -7399
Fax: [phone]
[e-mail]
Attachment: Buffer authorization form, USGS Map, NRCS Map, Buffer Impact Map, BMP Supplement, Recorded
Property Survey, Site Plan, JD Packet
c. Ben Cannon, WCPSS; Alice Reese, CLH Design, PA
Design with community in mind

2 0 4 0 8 9 9
DWR State of North Carolina
Department of Environment and Natural Resources
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
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1a.
Name of project:
Green Elementary School
1b.
County
Wake
1c.
Nearest municipality.
Raleigh
1d.
Subdivision name:
n/a
1e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
❑ Yes
® No
1f.
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:
Wake County Board of Education
2b.
Deed Book and Page No.
Book 013625 Page 01724
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Map Book 1994 Page 990
2d.
Responsible Party
(for Corporations):
Ben Cannon, Senior Administrator, Facility Design and Construction, Wake County
Public School System
2e.
Street address:
1429 Rock Quarry Road, Suite 116
2f.
City, state, zip:
Raleigh, NC 27610
2g.
Telephone no.:
919 - 857 -9613
2h.
Fax no.:
n/a
2i.
Email address:
bcannon @wcpss.net
3.
Applicant Information (if different from owner)
3a.
Applicant is.
❑ Agent ❑ Other, specify:
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
3e.
City, state, zip:
-
~ -r -- - -- --
3f.
Telephone no.:
3g.
Fax no.:
- -
3h.
Email address:
,
4.
AgentfConsultant Information (if applicable)
4a.
Name:
Amber L. Coleman
-
4b.
Business name
(if applicable):
Stantec Consulting Services, Inc.
_Stormwatkr branch
4c.
Street address:
801 Jones Franklin Road, Suite 300
4d.
City, state, zip:
Raleigh, NC 27606
4e.
Telephone no.:
919 - 865 -7399
4f.
Fax no.:
919- 851 -7024
4g.
Email address:
amber.coleman @stantec.com
FORM: BA 10 -2013 Page 1 of 6

B.
Project Information and Prior,Project History
1.
Property Identification
la
Property'identification no (tax PIN or parcel ID)
1706564113
1 b
Site coordinates (in decimal degrees)
Latitude 35 8533
Longitude -786444
1c
Property size
14 63�acres
2.
Surface�Waters
,2a
Nameiof nearest body of water, to, proposed project
UT to Mine 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 project site is made up of an existing elementary school and is located in suburban northern Raleigh A
perennial stream with a wooded riparian buffer runs along the southern property boundary A•sarntary sewer
generally runs parallel to the stream The surrounding area is commercial and residential
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'/2 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,(intermitt'entsand ,perennial) on the property
280 If perennial
3e
Explain the purpose of the proposed project .
The entire existing school and,site improvements will be removed and new elementary school facility, parking and
other site improvements will be constructed The rebuild of the school will improve many safety and functionality
features that could not be retrofitted within the current school facility
3f
Describe the overall project in detail, including the type, of equipment to be used
The school site will require the disturbance of approximately 11 8 acre&and result`in an increase of impervious
areas from 3 62 acres to 5 63 acres A wet detention basin is planned to meet stormwater requirements for the
site Due to space limitations, the outfall from detention basin will not be able to achieve diffuse,flow before
entering the buffer The detention basin will be adequately treating stormwater such that the "clean" water may
discharge directly'into the stream,onsite Outfall protection will be provided The riparian buffer will be,impacted
due to construction and continued maintenance of theHoutfall and associated pipe,,A,20" corridor will be
permanently maintained and is considered a permanent buffer impact A 4' construction access to the west,oNlie
permanent corridor will be replanted and is considered a temporary buffer'impact The area within the sanitary
sewer - easement is considered a temporary impact as well since it is alr'eady�under a vegetation maintenance plan
With the City of Raleigh Typical budding construction,and;grading equipment will be used during construction
including trackhoes, backhoes, bulldozers, pavers, and dump trucks
4. .Jurisdictional Determinations
4c,
Have junsdictiorial wetland ;or stream determinations by the
El Yes ®' No El Unknown
j ?!
Corps or State been requested or obtained for this property/
Comments Delineation was done as part of
-project
(including all prior phases) in the past?
this project See below /attached for info
4b
If,yes, who`delineated the jurisdictional areas
Agency/ Consultant Company Stantec
Name (if known) Melissa Ruwz,,PWS & Alex,Baldwin-,LSS, PWS
Other
4cjfXyes,:hsf
",dates of°the Corps jurisdictional determinations or State determinations and attach documentation_
FORM BA 10 -2013 Page 2,of 6

B. Project Information and Prior Project'History
5. Project History
5a Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b If yes,, explain and detail according to "help file" instructions
n%a
A. Future Project Plans
6a Is this,a, phased project?
❑ Yes ®No
6b If yes,, explain
Na
FORM' SSGP3080 843 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1a Project is in which protected basin?
® Neuse ❑ Tar - Pamlico ❑ 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
Reason for
Type of Impact
Stream name
Buffer
Zone 1
Zone 2
number —
Impact
(exempt, allowable,
mitigation
impact
Impact ,
Permanent (P)
allowable w/ mitigation)
required
(sq ft)
(sq ft)
or Temporary T
B1 ®P ❑ T
Stormwater
allowable
UT Mine Creek
❑ Yes ® No
54252
39313
outfall through
riparian buffer
B2 ❑ P ® T
Stormwater
allowable
UT Mine Creek
❑ Yes ® No
5070
15794
outfall through
riparian buffer
(construction
access &
existing sanitary
sewer area)
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑,Yes ❑ No
B5 El El
❑Yes ❑No
B6 ❑ P ❑ T
❑ Yes ❑ No,
Total buffer impacts
1049.52
551.07
1c Comments The new stormwater outfall has been designed to control nitrogen as well as TSS,and reduce peak
discharge
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe;measures taken to avoid or minimize the proposed Impacts in designing project
The school and associated site Improvements, including the footprmt,of themet detention basin, were designed to
,avoid impacts,to,the onsite,stream and buffer Due to space limitations, impacts to buffer,as,a,result ofthe basins
outfall were unavoidable The basin has been designed`to treat nitrogen since achieving diffuse -flow is not
achievable The remainder of the riparian buffer onsite will be left undisturbed
1 b Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
Construction of the school facility and wet detention basin will include strict adherence to-sediment and erosion
control guidelines and measures Properly sized equipment will be utilized to minimize.soil disturbance Tree
protection fending will be installed on all undisturbed areas
FORM BA 10 -2013 Page 4 of 6

J
C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a Will the project` result ri an impact within �a protected ripanan buffer that requires buffer
,mitigation?
El Yes ® No
2b If yes„ then'identify the square'feet,of impact,to each zone,of the ripanan,,buffer that requires mitigation and
calculate theiarnount of'mitigatiorn required irr the`table below
Zone
Reason for impact
Total'impact i
s_ uare feet
,Multiplier,
Requieed mitigation
s uare °feet
Zone 1
n/a
n/a
3 1(2 for Catawba)
n/a
Zone 2
115
Total buffer mitigation required:
n/a
2c If buffer mitigation is required, is payment.to;a
mitigation bank -of NC EERpfdposed?
❑ Yes No
_
2d If yes, �attach,thwacceptance letter fromithe =tigation bank or NC' EEP
2e, If no then discuss4hat type of mitioation�is proposed-
n %a4
2f' Comments - n/a
FORM SSGP3080f8 -13
'Page 5 of 6

E. Diffuse Flow Plan
All buffer Impacts and'high ground Impacts require diffuse flow or other form of
El 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
1b , Ilf,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,requiremerits of the,National or State,(North
planJor 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 `
1c_ If you;an §wered"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 use of
® Yes ❑ No
public (federal /state) land?
NC DWR, Transportation Permitting Unit
1b , Ilf,you-answered, "yes" to the above, does the project ^require preparation of an
❑ Yes ® No
environmental document pursuant to the,requiremerits of the,National or State,(North
Raleigh, NC 27699 - 1650
Carolina) Environmental Policy Act,(NEPA/SEPA)?
For aU other projects sent by First Class Mail
1c_ If you;an §wered"Yes" to the +above, has the document, been ,finalized, by the State
❑ Yes ❑ No
,Cleanng+House7, (If so, attach alcopy of the NEPA or SEPA final approval letter)
Karen Higgins
Comments The project,falls within'tlie minimum cntena
NCDWR — 401 & Buffer Permitting Unit
2. Violations
2a Is the -site in violation of DWR Wetland,Rules (15A NCAC 02H 0500), Isolated Wetland
❑Yes ® No
Rules (15A(NCAC 02H 1300), DWR Surface Water or Wetland Standards, or Ripanan
Raleigh, NC 27604
Buffer "Rules (15A NCAC 02B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ® No
2c If you answered "yes" to,one or both of the,above questions, provide an explanation= of the vlolation(si
n /a'
M.J. IJ OWI1W6U4%* JI.
Asst SUpe tfiten ent for
WCPSS� for and on behalf of
1Nake County Board of Education
- 1 M'(
pp lca'n g nYs Printed Name Applicant/ ge; Ys- Signature Date
(Agent's sig t re is valid only If an a o anon letter,from the applicant is provided )
Send 3 complete sets of this form,and accompanying documents to the,following
Forgovernment transportation projects sent
For government transportation projects,sent
by First`Class Mail via'the US Postal Service
by delivery service (UPS, FedEx, etc)
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit '
1650 Mail Service Center
512 N Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
For aU other projects sent by First Class Mail
For all other projects sent, by delivery service
via the US Postal Service
(UPS, FedEx, etc)
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1650 Mall Service Center
512 N Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
FORM BA 10 -2013 Page 4 of 4

Legend
Project Boundary
a Soil Mopunits (1970)
AgB2 - Appling sandy loam, 2 -6% slopes, eroded
CeC2 - Cecil sandy loam, 6 -10% slopes, eroded
CeD - Cecil sandy loam, 10- 15%slopes
CgB2 - Cecil gravely sandy loam, 2-6% slopes, eroded
CgC2 - Cecil gravely sandy loam, 6-10% slopes, eroded
Ma - Made Land
It ote System: NOD 1987SIbl~, NodN C—, ,FPS 3200Feet
2 Ne IeaMef: byar foueaf.
3. Sw R opery: 1970 W Oe Coulty Wlswey
0 300 600
Feet
1:e aoD for oriRnal doa,me�+ f� of as.1l I
® Stantec
Fopct locolion 115613D59
Green BemeMwSCNOd Aepored by A LC m 20140730
R -iptl. Woke Co.. NC
Wake County Public School System
Green Elementary School
Riparian Buffer Authorization
Fyue No.
2
rnb
Wake County Soil Survey (1970)

a
�¢oD; _ 405
x \�
����
_ & OPE i
S70W r 7 v
0 Zone �` `� 1 B1 Zone 2:
Temporary
ry
Temporary Impact: • o s r ,,v : Permanent Impact: 1{1
• 157.94 sgft �� — �S 393.13 sqft
\ B2 Zone 1:
Temporary Impact:
507.0 sgft
II
81 Zone 1: /
r ♦ \�� �� _ - — - - - - - — _ � 1 � � Permanent Impact:
542.52s /
f#'L\or1_e -t~ —_ i' �l i / / /�� %i �i //� /� �i MARK
JAN
D8 8
UT Mine Creek J� / P6m/
Right Top of Bank �' pERAfANENT OWLET
l
PROTECTION
/ CLASS 8 STONE
®R CLASS
ALLURE HOMES, LLC
08 15451 PG 1063
BAI 1954 PC 36 PIN
/ 1706552 +26
\ N/F
Legend o 25 so
Buffer Im acts II
P I:em 10, «i�nm a «�n,eel,a. a e.xl I I
Zone 1 Permanent Impacts
Zone t Temporary Impacts ® Stantec
- Zone 2 Permanent Impacts
Wake Ro;ecl l «albs t]Se13D59
coup /y . Zone 2 Temporary Impacts Greer Elemenl —Same Repored by A LC m 10140] -3D
\ Ra igh, woke co.. NC
Cfen1 /ROlecl
Wake County Public School System
Green Elementary School
xet.
I. Coordinate Splem: NAD19R351oO-,N.d C.,.n,FIPS3100Feel Ri padon Buffer Authorization
1. Bae IeoNroF: byer wucn.
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AMA
NCDENR
Permit No
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be tilled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
(to be provided by DWQ)
O�O� VV A T�9pG
O r
I. PROJECT INFORMATION
Project name
Green Elementary School
Contact person
Alice Reese
Phone number
919- 319 -6716
Date
7/31/2014
Drainage area number
Area A
II. DESIGN INFORMATION
Site Characteristics
Drainage area
462,180 ftz
Impervious area, post - development
249,600 ft2
%impervious
54.00 %
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 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state - required temp. pool?
Elevation of the top of the additional volume
20,646 ft'
26,850 ft'
OK, volume provided is equal to or in excess of volume required.
ft'
ft'
ft'
ft3
ft3
(Y or N)
3.0 in
0.51 (unitless)
0.55 ( unitless)
4.61 in/hr OK
34.40 ft' /sec
37.09 ft' /sec
2.69 ft' /sec
409.50 fmsl
408.50 Inns]
404.67 fmsl
409.00 fmsl
408.00 fmsl
403.50 fmsl
402.50 fmsl
1.00 ft
(Y or N)
fmsl
Form SW401 -Wet Detention Basin -Rev.9 -4/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Volume, temporary pool
Area, temporary pool
28,270 fe
Area REQUIRED, permanent pool
14,790 ft'
SAIDA ratio
3.20 ( unitless)
Area PROVIDED, permanent pool. AQe,,_,,
23,470 N' OK
Area, bottom of 1 Oft vegetated shelf. App;
19,290 fh
Area, sediment cleanout. top elevation (bottom of pond), Apo, � p
10,090 fly
Volumes
Volume, temporary pool
26,850 ft'
OK
Volume, permanent pool, Vpa,,,,_.,
76,795 ft'
OK
Volume, forebay (sum of forebays if more than one forebay)
14,400 ft'
OK
Forebay % of permanent pool volume
18.8% %
OK
SAMA Table Data
4.0 :1
OK
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
OK
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
OK
SA /DA ratio
3.20 (unitless)
OK
Average depth (used in SA /DA table):
Y (Y or N)
OK
Calculation option 1 used? (See Figure 10 -2b)
(Y or N)
Volume, permanent pool, Vp,__POO,
76,795 ft'
Area provided, permanent pool, Ape„„ poo,
23,470 if
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,_,,
23,470 fe
Area, bottom of 10ft vegetated shelf, Apo, shelf
19,290 ft�
Area, sediment cleanout, top elevation (bottom of pond), Abo; pond
10,090 ft2
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
4.50 ft
Average depth calculated
3.27 ft
OK
Average depth used in SAIDA, de,,, (Round to down to nearest 0.5ft)
3.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifice (if- non -circular)
in'
Coefficient of discharge (Cc)
0.60 (unidess)
Driving head (Ho)
0.90 ft
Drawdown through weir?
(Y or N)
Weir type
(unidess)
Coefficient of discharge (Cw)
( unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre - development 1 -yr, 24 -hr peak flow
34.40 ft' /sec
Post - development 1 -yr, 24 -hr peak flow
37.09 ft/sec
Storage volume discharge rate (through discharge orifice or weir)
0.15 ft'/sec
Storage volume drawdown time
3.50 days
OK, draws down in 2 -5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
4 :1
OK
Length to width ratio
4.0 :1
OK
Trash rack for overflow 8 orifice?
(Y or N)
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is
GATE VALVE
Form SW401 -Wet Detention Basin- Rev.9- 411 811 2 Parts I. & II. Design Summary, Page 2 of 2

(3 Std'11 ec
November 6, 2013
File: 175613040
Stantec Consulting Services Inc.
801 Jones Franklin'Road, Suite 300
Raleigh NC 27606 -3394
Tel. (919,) 851 -6866
Fax. (919) -851 77024
Attention: Mr. Ben Cannon
Senior Administrator - Facilities Design and Construction
Wake County Public School System
1429 Rock Quarry Road, Suite 116
Raleigh, NC 27610
Dear Mr. Cannon,
Reference: Jurisdictional Waters Delineation Greeri Elementary School Raleigh, NC
Stantec staff performed a jurisdictional waters delineation on November 6, 2013 at Green
Elementary School The field. delineation determined there toibe one jurisdictional stream3within
`the subject property which falls under 401/404 and Neuse Buffer regulations Attached please find
a =stream form indicating the,stream is perennial as.it enters the property, and -a map}indicating
the location of our field flags labeled'SA 001 through SA 020 along the right bank. In accordance
with the Neuse Buffer rules a fifty foot buffershould be drawn in CAD based on a survey of our
flags,,No'otherjurisdictional features were discovered within the subject property during the'field
delineation
Please let me know if you have any questions or,need us,to do any additional work for this site:,
Regards,
STANTEC CONSULTING SERVICES INC.
A) x Baldwin
Environmental Scientist
Phone-,919- 865-7583
Fax 9i9- 851 -7024
[e-mail]
Attachment: .NCDWQL Stream Form, Photos, and Stream Delineation Map
c. Amber Coleman
aeb da:umeM2
Design with community in mind

NC' T)WC) Ctream Tdentifiratinn Farm VPreian d 1 l
Date: I I_ S_ a p 1-3
Project/Site W5 S (rr�,�
Latitude: 3 85-36
Evaluator: X /KGI�SSGI !�
�(e _
County: C
Longitude: -fig w-i-
_
Total Points: - -
Stream is of least intermittent
Stream Determination (circ
Other t� (C �,2
3
ff ? 19 or pererinfal d t 30" J
Ephemeral Intermittent a nnia
e g Quad Name: tde a+-
A. G6din6r0li616 " ` Subtotal = 5 _ ____
_Absent_ _
-Weak_
Moderate
Strong
18 Continuity of-channel bed and bank_ _ _
0
_ 1
2
3 _
2 Smu6slt)r6f channel along'thalw_eg
0
1 _
_ _ _ 0 5.
3
3- In- channel structure ex riffle-pool, step -pool,
ripple-pool se uence
0
1
2
O
3
4 Particle size of stream substrate
0
1
2
_
5 Active /relict floodplam _ _
0
1
2 -
3
_
6 Depositional bamor benches
Q
1`
L2-) -
- - 3
7 Reoerit alluvial deposits
0
1
-- 2 —
3
87 Headduts
0
1
2
3
9 Grade control _
0
1 05
1
.15
10 Natural valley
0
05
1
(15) _
11 Second orgfeater order channel+ _
No 0"
Yes = 3
° artdiaal ditches are not rated; see discussions in manual -
B HvdroInav 4Aubtntal- . I l _ ___1
12 Presence of BaseWW _
0
1
2
_ 1_
1S Ir6moxidlzmg bacteria _
0'
1
;3
14 Leaf,htter _
1 5
1 _
_ _ _ 0 5.
_ 0
15 _Sediment on plants or debris--
0
05
CD
15
16 Organid debris Imes`;or'p les '
0
05
Z7,7 - -
1 5 J
17. Sod -based evidence,of higli water tables
No = 0
Yes
3 '
U. tfIOIOOV (Subtotal= .4 • 11
, 18 Fibrous roots in streambed _
3
2
_ 1_
0
19 Rooted upland plants m streambed' -
3,
2
1
0
20 Macrobenthos (note,diversmdy�and abundance)
1
2
3
21 Aquatic Mollusks _
0
1
2
3
22 Fish _
05
1
1.5_
23 Crayfish _
CO-)
05
1
15
24 Amphibians - -
®
1 0 5
1
15--
25 Algae - -
0
05
1- -
1 5 -
26 Wetland plants' rnlstrearribed _
- FACW = 0 75, OBL = 1 5 Other
'perennial streams may-'also be identified using other methods See p 35 of manual
Notes �1 .
S A
Sketch \ � '
a i
1�e5k f 4 -Ck, ;� rt
yc o I� Ky
f I

Photo 1— Facing upstream from data point adjacent to field flag S -002
Photo 2 — Facing downstream from data point adjacent to field flag S -002

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\Q
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE
DENOTED TO TOP OF CURB, UNLESS 07HERMSE SHOWN.
J. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM
DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH
GRADE
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED
BY THE OWNERS INDEPENDENT TESTING LABORATORY. (SEE
SPECIFICA7IONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON
SHEET C7.1.
Z EXISTING VEGETA71ON WITHIN TREE PR07EC77ON AREAS SHALL REMAIN
UNDISTURBED. UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN
WHICH ARE DAMAGED DURING DEMOL17ION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADD17IONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES 807H ON AND OFF -SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHOR177ES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS
FOR OFF -S17E STOCKPILES AND /OR WASTE AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION
BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE
ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL,
SIGN, OR PARKED VEHICLE. REFER TO SEC77ON 10 -2086 OF THE RALEIGH
CITY CODE FOR ADDITIONAL DETAILS.
w•- /
EXISTING CONTOURS
i
l
AL
DRAINAGE STRUCTURE SCHEDULE
FINAL CONTOURS
270.4' +
EXIS77NG SURVEY SPOT ELEVATION
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO,
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
.
UPSTREAM STRUCTURE
DATA
STRUCTURE
NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
INV.
UPSTREAM STRUCT?RE DATA
UP STRM
DN STRM
INV. TOP ELEV.
DEPTH
TYPE
NOTES
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
J
O 7
E
(IN)
(LF)
0
(FT)
(FT)
(FT) (1)
(FT)
000
00
a: -q-0
to
(IN)
(LF)
(FT)
(ET)
(FT) (1)
(F
u-
O
X
U
��nn
vJ
0
0 IN
co
Lo
Al
A2
5.91%
15
138
EX RCP
434.32
426.17
439.00
4.68
CI
B23
B24 1.05% 15
86
RCP
430.01
429.10
434.00 4 -00 O
A2
A3
5.73%
18
160
EX RCP
424.44
415.28
430.50
6.06
CI
B24
B25 1 -05% 15
76
RCP
429.01
428:20
435.66 6.66 ;fi
A3
A4
2.45%
24
44
EXRCP
414.63
413.55
419.13
4.50
CB
825
B26 1.001 18
130
RCP
428.10
426.80
435.98 7.88 'a
626
B27 1.05% 18
813
RCP
42670
425.80
434.40 7.70 ra
A5
A3
2.61%
15
46
RCP
416.50
415.30
420.90
4.40
CB
B27
B28 427% 18
96
RCP
425..70
421.60
431.05 535 t o
B28
629 250% 16
144
RCMP
421.50
417.90
426.70 5.20 :ice
B1
B2
1.14%
15
44
RCP
430.50
430.00
434.00
3.50
Di
629
B30 7 -82% 18
78
RCP
417.80
41130
423.10 5 -30 C=
B2
B3
1.08%
15
102
RCP
429.90
428.80
434.90
5.00
CB
B30
B3l 0.54% 30
166
RCP
411.20
410.'x?
419.50 8.30 ca
B3
B4
1.259/o
18
24
RCP
428.70
428.40
435.30
6,60
CB
B31
632 0.71% 30
28
RCP
410.20
4117.00
423.00 12.80 + -a
B4
B5
4.339/o
18
120
RCP
428.30
42310
435.00
6.70
CB
632
B33 0.50% 30
100
RCP
409.90
409.40
423.65 13.75 C3
B5
B6
9.73%
18
74
RCP
423.00
415.80
434.80
11.80
CB
633
B11 0.62°.'E' 30
130
RCP
409.30
408 -h()
418.00 830 ca
B6
B7
1.08:0
24
102
RCP
415.70
414.60
420.00
4.30
DI
B7
B8
125%
24
32
RCP
414.50
414.10
420.00
5.50
DI
B34
B35 125% 15
8
RCP
41250
412 -40
416.50 4.00 ca
88
B9
1.02%
24
108
RCP
414.00
412.90
420.20
6.20
CB
B35
B30 1.00% 18
100
RCP
41230
411.30
416.50 4.20 to
B9
B10
1.03%
24
194
RCP
412.80
410.80
419.50
6.70
CB
1310
Bll
1.80%
24
122
RCP
410.70
408.50
417.50
6.80
co
B37
B20 5.21% 15
144
RCP
429.00
421.50
433.00 4.00 31
Bll
B12
111%
30
36
RCP
408.40
408.00
415.60
7.20
CB
B13
B14
1.00%
15
60
RCP
435.U0
434.40
439.30
4.30
CB
B14
B3
3.18%
15
22
RCP
432.00
431.30
439 -70
7.70
CB
B15
B14
1.051/o
15
86
RCP
433.50
432.60
437.80
4.30
CB
B16
B36
1.07%
15
84
RCP
416.50
415.60
420.50
4.00
DI
B36
B9
1.09%
11
46
RCP
415.50
415.00
420.20
4 -70
DI
LEGEND
NOTES-
B17
B10
1.19%
15
42
RCP
414.00
413.50
418.50
4.50
DI
CB
CATCH BASIN ( NCDOT), SEE DETAIL SHEET
1. TOP ELEVATION IS Tu P OF CURB FOR
B18
B19
1.03%
15
68
RCP
424.80
424.10
429.20
4.40
CB
CI
CURB INLET (CITY OF RALEIGH), SEE DETAIL SHEET
CATCH BASINS, TOP '�F RIM FOR
DI
DROP INLET (CITY OF RALEIGH), SEE DETAIL SHEET
MANOLES, TOP OF OWE FOR DROP
B19
B20
4.831/b
15
60
RCP
424.00
421.10
431.00
7.00
DI
FES
RCP FLARED END SEC710N.
INLETS, AND FINISH AADE FOR
B20
B21
9.68 °fo
18
62
RCP
421.00
415.00
431.00
10.00
DI
CLEANOUTS
B21
B22
3.73%
18
118
RCP
415.00
410.60
420 -50
5.50
D1
A2
STRUCTURE I.D. NUMBER
2. ALL FES INLETS & 0J7LE7'S SHALL
B22
B11
1.11%
24
36
RCP
410.50
410.10
415.90
5.40
DI
BE RCP.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE
DENOTED TO TOP OF CURB, UNLESS 07HERMSE SHOWN.
J. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM
DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH
GRADE
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED
BY THE OWNERS INDEPENDENT TESTING LABORATORY. (SEE
SPECIFICA7IONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON
SHEET C7.1.
Z EXISTING VEGETA71ON WITHIN TREE PR07EC77ON AREAS SHALL REMAIN
UNDISTURBED. UNLESS NOTED OTHERWISE.
& ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN
WHICH ARE DAMAGED DURING DEMOL17ION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADD17IONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES 807H ON AND OFF -SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHOR177ES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS
FOR OFF -S17E STOCKPILES AND /OR WASTE AREAS.
12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION
BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE
ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL,
SIGN, OR PARKED VEHICLE. REFER TO SEC77ON 10 -2086 OF THE RALEIGH
CITY CODE FOR ADDITIONAL DETAILS.
w•- /
EXISTING CONTOURS
i
l
AL
��
FINAL CONTOURS
270.4' +
EXIS77NG SURVEY SPOT ELEVATION
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
29
STORM STRUCTURE NUMBER
- - - - - -
EXIS7ING STORM DRAIN PIPE
<(
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDA71ON DRAIN DISCHARGE UNE
SEE ARCH. PLANS FOR DRAIN PIPE LOCATIONS
LLI Of
ALONG BUILDING WALLS
RD
PROPOSED ROOF DRAIN
O
O
O
TREE PR07EC71ON FENCE
40
( IN FEET )
i inch = 40 ft.
16W
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PIT NOT FOR
CONSTRUCTION
CLH
DESIGI ,RA
400 Forest Or
S it
Cory. NC 27518
Phone: M.1 27518
Fox: 919.319.7516
U C -106 PE C -1595
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PROJECT NO: DATE:
530838 1 JUNE 20, 2014
REVISIONS
DATE DESCRIPTION
1 0
ma

FIT FA �-;--,T:
9
Q 1 \ - N GF v \ _ �_ JOANNE H. HOGA
RD, TRUSTEE
ot
\ HARRY M. HOGGARD, JR., TRUSTEE
-- - POdMANENT OUTLET � � � \ -� \ C�
P0TEC170N Cfl �tNE ���`� \\ _ oRY R / /P0 - \ DB 14679 PG
» 6 - �• 4�K � - \ \ BM 1954 PG 36
20 Lx8 Wx30 1H - \ \ \ \ \ \ �\�_� a� _ - 5H pipopR P� \ /\ \ PIN 1706557524
CLASS 1 RIP -RAP \� -_�i -\ \ yE►X' \\ �\' 1�� \\ \ \� �� - - X405PR -'� P�'�'�'P%
4O0' - \ \�� - o
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�ZO S�t9R(N MANHOLE \ qP / .
N/F �\ ; !f �OK�- 4?h�,�50 �, n, .R ON) R
MARY ALICE MARSHBANKS ° / �/ `� d S R ��\ �' P i PK�` ASS \ 1�V- vi,95.10` a oo - \
Z9 �_
DB 11958 PG 213 \ \ \ / - - o K® �4 P BUT =3�J5Q0.,`o�
\ PRO \� P, - K�97110P pK \� - . -"� ���> \\ 1 I
BY 1964 PG 192 \ \ \ \\ < - 3H - �\ --- 6 \ SS - - pYIO��°' �� / "� / STORM MANHO \ 1
PIN 1706459715 \ \ \ \ ✓ �� O•M \ E M - - - e K OPT PP �� 1a "oPR - ? -- 4'q��f� // TOP= 403.00' �) 1
\\\ \\ L " _ 1 _ „_..� IOU P ON PK OP PR° \ Z S . �. / / l ,
\ \ \ \ \\ 390 �\ \\ �\ \\ e•� 3MPP�6P o� P 3 P �M . oP SS // ��e� l (/ // )IN= 396.40
s� 9 OUT =396.30
f�
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,gyp _ �e /�� /
� M • � � 1r � - hOPK . 24� 2 MPP 3 \V•'S� .-^��\ /� \, °/ / N F
- �gP X11 ANDREW R. SCHRADER lo
ELISABETH C. SCHRADER
Al
DB 13605 PG 2474
`
� P / / ) BY 1954 PG 36
SHED o NL39 / -2 PIN i 170655435
7
/ i5/ ) l / /
N/F
/ // ° MARK J. VALLETTA
,�' / / / e e JAN S VALLETTA
\ -- 380 \ .�!' / / / / / / /
\ \ // e' / / DB 8125 PG 1680
BM 1954 PG 36
PIN # 1706553455
PERMANENT OUTLET
/moo PR07EC77ON
\\ 12'Lx6'Wx22 »7H
/ //� - �e ° °e
l// / //s ° / CLASS B STONE
ALLURE HOMES, LLC
DB 15451 PG 1063 I
BM 1954 PG 36 PIN
# 1706552426
--
2SWF , -
( N/F
WWAN P. MITCHELL
DB 604 PG 0 -E-
BM 1954 PG 36 PIN
1706550476
N/F
JOSEPH H. GRAHAM
MEUSSA H. GRAHAM
DB 12339 PG 153
BY 1954 PG 36
PIN # 1706459540
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE
DENOTED TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM
DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH
GRADE
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED
BY THE OWNERS INDEPENDENT 7ES77NG LABORATORY. (SEE
SPECIFICATIONS FOR ADDI77ONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON
SHEET CZ 1.
Z EXIS77NG VEGETA77ON WITHIN TREE PR07EC77ON AREAS SHALL REMAIN
UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXIS77NG TREES & SHRUBS TO REMAIN
WHICH ARE DAMAGED DURING DEMOU71ON OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR U77UZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS
FOR OFF -SITE STOCKPILES AND /OR WASTE AREAS.
12 W7714IN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUC71ON
BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE
ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT UMI7ED TO ANY BERM, FOLIAGE, FENCE, WALL,
SIGN, OR PARKED VEHICLE. REFER TO SEC77ON 10 -2086 OF THE RALEIGH
CITY CODE FOR ADDIflONAL DETAILS.
EXISTING CONTOURS
DRAINAGE STRUCTURE SCHEDULE
FINAL CONTOURS
270.4' +
EXISTING SURVEY SPOT ELEVATION
DRAINAGE STRUCTURE SCHEDULE
PROPOSED TOP OF CURB SPOT ELEVA17ON
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LDWER
INV,
PROPOSED STORM DRAIN PIPE
UPSTREAM STRUCTURE
DATA
STRUCTURE
NO.
PIPE
SLOPE
PIPE
DI&
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
iNV.
UPSTREAM STRUCTURE
C ATA
UP SfRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
UP STRM
DN STRM
TOP ELEV.
DEPTH
TYPE
NOTES
ti
Z
•
.
(IN)
(LF)
Chi
0
3:
i1
ET
00 rwy
•
,•
ON)
(LF)
• ••
fFT)
(Fl) (1)
(FT)
Al
A2
5.91%
15
138
EX RCP
434.32
<42617
439.00
4.68
CI
B23
524 1.05% 15
86
RCP
430.00
429.10
434.00 4..00
DI
A2
A3
513%
18
160
EXRCP
424A4
415.28
430.50
6,06
CI
B24
B25 1.05% 15
76
RCP
429.00
428,20
435.66 6.66
CB
A3
A4
2A5%
24
44
EX RCP
414.63
413.55
419.13
4.50
CB
1325
B2.3 1.00! 18
130
RCP
428.10
426.80
435AB 7.88
CB
626
B27 1.05% 18
86
RCP
426 -70
425.80
434.40 7.70
CB
A5
A3
261%
15
46
RCP
416.50
415.30
420.90
4.40
CB
B27
B28 4.27% 18
96
RCP
425.70
421.60
431.05 5.35
CB
B28
B29 2.50% 18
144
RCP
421.50
417.90
426.70 520
CB
B1
82
IA4%
15
44
RCP
430.50
430.00
434.00
3,50
DI
629
B30 7.82% 18
78
RCP
417.80
411.70
423.10 5.30
CB
82
133
1.08010
15
102
RCP
429 °90
428.80
434.90
5.00
CB
B30
B31 VA% 30
166
RCP
411.20
410.30
419.50 8.30
CB
133
84
1,25%
18
24
RCP
428.70
420.40
435.30
6.60
CB
6,.31
B32 011% 30
28
RCP
410.20
410.00
422WO 1280
C6
64
65
4,33%
16
120
RCP
428.30
42-&10
435.00
6,70
CB
B32
B33 0.50% 30
100
RCP
409.90
409 -40
423.65 13.75
CB
B5
B6
9.73010
18
74
RCP
423.00
- 415.80
434.80
11.80
CS
B33
1311 0.62% 30
130
RCIP
409.30
408.50
418.00 8.70
CB
B6
B7
1.08%
24
102
RCP
415.70
114.60
420.00
4.30
DI
B7
68
1.'5010
24
32
RCP
414.50
114A0
420.00
5.50
DI
B34
B35 1.25% 15
8
RCP
41250
412.40
416.0 4.00
CB
B8
B9
1.02%
24
108
RCP
414.00
,12.90
420 -20
620
CB
6?11
B30 1 -00010 18
100
RCP
41230
411-30
416.50 420
CB
69
1310
1.03%
24
194
RCP
412.80
410.80
419 -50
6.70
GB
B10
1311
1 -80%
24
122
RCP
410.70
=08.50
417.50
6,80
CB
B37
B20 5.21% 15
144
RCP
429.00
421.50
433.00 4.00
0i
1311
B12
1.11%
30
36
RCP
408.40
=08.00
415.60
720
CB
B13
B14
1.00010
15
60
RCP
435.00
434.40
439.30
4.30
GB
B14
133
3.18%
15
22
RCP
432.00
?31.30
439.70
7.70
CB
B15
B14
1.06%
15
86
RCP
433 -50
432.60
437.80
4.30
GB
B16
836
1.07010
15
84
RCP
416.50
4.15.60
420.50
4.00
DI
B36
B9
1.09010
15
46
RCP
415.50
415.00
420 -20
4.70
DI
LEGEND
NOTES
B17
B10
1,19%
15
42
RCP
414.00
.13.50
418.50
4.50
DI
CB
CATCH BASIN ( NCDOT), SEE DETAIL SHEET
1. TOP ELEVATION
IS TOP OF CURB FOR
B18
B19
1.03%
15
68
RCP
424.80
424.10
429.24
4.40
CB
C!
CURB INLET (CITY OF RALEIGH), SEE DETAIL SHEET
CATCH BASIRS,
TOP OF RIM FOR
DI
DROP INLET CITY OF RALEIGH), SEE DETAIL SHEET
MANOLES, T P
OF GRATE FOR DROP
B19
B20
4.83010
15
60
RCP
424.00
421.10
431.00
7.00
DI
FES
kCP FLARED END SECTION.
INLETS. AND' KNISH GRADE FOR
B20
621
9.68%
18
62
RCP
421.00
415.00
431.00
10.00
DI
CLEANOU75
B21
B22
3 -73%
18
118
RCP
415.00
410.60
420.50
5.50
DI
A2
STRUCTURE I.D. NUMBER
ALL FES / NLETS & OU1LEls SHALL
B22
B11
1 -11%
24
36
RCP
410.50
410.10
-415.90
5.40
DI
BE RCP.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE
DENOTED TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM
DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH
GRADE
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED
BY THE OWNERS INDEPENDENT 7ES77NG LABORATORY. (SEE
SPECIFICATIONS FOR ADDI77ONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL ON
SHEET CZ 1.
Z EXIS77NG VEGETA77ON WITHIN TREE PR07EC77ON AREAS SHALL REMAIN
UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXIS77NG TREES & SHRUBS TO REMAIN
WHICH ARE DAMAGED DURING DEMOU71ON OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR U77UZING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS
FOR OFF -SITE STOCKPILES AND /OR WASTE AREAS.
12 W7714IN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUC71ON
BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE
ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS
INCLUDE BUT ARE NOT UMI7ED TO ANY BERM, FOLIAGE, FENCE, WALL,
SIGN, OR PARKED VEHICLE. REFER TO SEC77ON 10 -2086 OF THE RALEIGH
CITY CODE FOR ADDIflONAL DETAILS.
FD PROPOSED FOUNDA7101V DRAIN DISCHARGE UNE
SEE ARCH. PLANS FOR DRAIN PIPE LOCA71ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
IREE PROIEC71ON FENCE
4
11
11
11
ce
TOP= 429.04' a
INV 1N= 421.19'
INV IN= 420.36'
INV IN= 420.43'
INV OUT =420.32'
GRAPHIC SCALE
s
7A
( IN FEET )
1 inch = 40 ft.
EXISTING CONTOURS
•
•
FINAL CONTOURS
270.4' +
EXISTING SURVEY SPOT ELEVATION
270.50T
PROPOSED TOP OF CURB SPOT ELEVA17ON
270.50
PROPOSED GROUND/PAVEMENT ELEVA7ION
29
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
Cn
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDA7101V DRAIN DISCHARGE UNE
SEE ARCH. PLANS FOR DRAIN PIPE LOCA71ONS
ALONG BUILDING WALLS
RD PROPOSED ROOF DRAIN
IREE PROIEC71ON FENCE
4
11
11
11
ce
TOP= 429.04' a
INV 1N= 421.19'
INV IN= 420.36'
INV IN= 420.43'
INV OUT =420.32'
GRAPHIC SCALE
s
7A
( IN FEET )
1 inch = 40 ft.
\A
CLH
DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
1A, C -106 PE.• C -1595
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DESIGN,PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
1A, C -106 PE.• C -1595
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PROJECT NO: DATE:
530838 1 JUNE 20, 2014 _
REVISIONS
DATE DESCRIPTION
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1. 1
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PROJECT NO: DATE:
530838 1 JUNE 20, 2014 _
REVISIONS
DATE DESCRIPTION
I �
1. 1