20160612 Ver 2_401 Application_20170317

Montalvo, Sheri A
From:
Montalvo, Sheri A
Sent:
Thursday, March 09, 2017 10:39 AM
To:
[e-mail]
Subject:
Bailey's landing Phase IV
Attachments:
Agent Authorization Form.pdf
Importance: High
Follow Up Flag: Follow up
Flag Status: Flagged
Anna,
received the PCN for the above. I do not see an agent auth form for your signature.
Can you please email me that? Also, with the total stream impacts of 164 it will require
the $570 fee. I will apply the check#83093 of $240, but we will need another check cut
for the remaining $330. If you need me to send a letter regarding this I can. Just
figured email would be faster for you0
Thanks!
Sheri Montalvo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
sheri.montalvo(c)ncdenr.gov
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617
3�
j5. ."' Nothinq Conipares,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

TIMMONS GROUP Check Date: 3/9/2017
Invoice Number I Date Voucher Amount Discounts
030917-37338 3/9/2017 1000000124233 $330.00
NCDWR 401 Permitting Branch TOTAL $330.00
Ooeratina Account 4 2304
[s�[95
D
MAR 1 ► 2017 p [ @[����
a7ER RESO .CES ;r 1i :� 2017
Previous
83106
Net Amount

Environmental Consultants,
*�( '''613 • I'h.�i+r..9 i'�: 3 -it. Y,�.Nr • I ..�. - 71'�
IM1,1`1 ...m
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: �����-�''~'�i S&EC Pro.iect # M.5 -WA
Date:
The Department of the Arany
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn:
Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): bTM 1(p6"5' 11 p4$,;z 15,2 "f40
Site Address: t'OR5 T1gq!1 ,. an Rd pC, I "Et GJt �SBttr l�t�
City, County, State: 4itt �� It ri��� h1 C, t iti�t�1,� W� t�'l C �5011tIk, W e pi r
PROPERTY OWNER INFORMATION:
Property Owncr (please print) Date
Property Oi
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
8112 1 .dl, of y<11,e Rand, rate lna, 164,01, AC 2761 i • Pht,nt, ;910 Rir
1..uu'l- IIm
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: a�\��{ `�-a'''�i 1" S&EC Project # �� .
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
GSI Darlington Avenue
Wilmington, NC 28403
Aitti:
Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION
Parcel Index Number(s) (PIN):
M4 rtV55" 11
t4 8;Z /,56- 4f,3
L4X'21 5a X40
;?a
Site Address:
50a 5 _rN(YI
7,r' -,t on Ga
D L- 1'�
City, County, State:
k0t.Lk Wa, J\i C.
cj't ��, ,wry AIC.
j(»tGt t1, in?C ft At
PROPERTY OWNER WFORMATION•
,Y1lti4tv(iY"+(j
Property Owner (please print)
Property
_J&Z
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
:LII ^_ I"111"A \cgrer lw"d, `+intr HA, Ralti�lt, At; ^_?(.li • Ph�,ne_ 1010 'sI(, 1tN)
PROPERTY OWNER CERTIFICATIONq/ AGENT ACITHORIZATION
Project Name. Description: Zit\f'� S-�'`�'�i Ir��y S&EC Project 9 1 J • WA
Date:
The Department of the Army
U.S. Army Corps of Engineers. Wilmington District
69 Darlington Avenue
Wilmington, NC 38403
Attn: Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Numbers) (PIN):
blM
156-4f,3
�'2 ! 5a Rf-10
Site Address:
5toa 5
"wli
r On 0
© (.u,Lt UJI ite(f' �
City, County, State:
tt l t &tC_
�li�t�t.tt LQ&r --i A1C.
IRIJt+.11, (44,,4 Aj
PROPERTY OWNER INFORMATION:
Property Owner (please print) Date
f
Property Oi
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
Ms. Tasha Alexander
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Dear Ms. Alexander and Ms. Higgins:
5410 Trinity Parkway
Suite 102
Raleigh, NC 27607
March 06, 2017
�o1�J�
P 919.866.4951
F 919.859.5663
www.timmons.com
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Bailey's Landing Phase IV NWP 29
PCN Application Modification
USACE Action ID #2016-01314
DWR #16-0612
Tryon Road, Raleigh
Wake County, North Carolina
On behalf of Kirkpatrick and Associates, LLC, Timmons Group is requesting a modification
to the Nationwide Permit #29 and the General Water Quality Certification issued September 8,
2016 and August 9, 2016 respectively (Action ID #2016-01314; DWR #16-0612). Bailey's Landing
Subdivision Phase IV is a 23.13 acre proposed 13 lot subdivision with single-family detached
dwellings with associated infrastructure (e.g., roads and utilities) located off Tryon Road, Raleigh,
Wake County (Latitude: 35.7427-N Longitude: -78.7258-W). This application has been modified
to include realignment of the primary site access road. The impacts will occur from the roadway
and infrastructure construction and stormwater outlet devices.
Revised proposed project impacts consist of 0.154 acres of permanent wetland impacts,
126 linear feet of permanent stream impacts, and 38 linear feet of temporary stream impacts.
Additionally, the project will include 5,945 square feet of permanent zone 1 stream buffer impacts,
1,200 square feet of temporary zone 1 stream buffer impacts, 3,793 square feet of permanent
zone 2 stream buffer impacts, and 800 square feet of temporary zone 2 buffer impacts. As a result
of these changes, mitigation will be required for impacts to the wetlands. No mitigation will be
required for impacts to the streams or stream buffers.
Please refer to attached PCN, supporting materials and plans for details describing the
proposed impacts. If you have any questions, please do not hesitate to contact me:
(919-866-4500; [e-mail]).
D
rv!.;rZ 0 2017
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

Sincerely,
Timmons Group
Anna Reusche, PWS
Project Manager
Enclosures:
1. Revised Pre -Construction Notification Form
2. DWR Buffer Approval Letter
3. USACE Permit (Action ID #2016-01314)
4. DWR Permit (#16-0612)
5. Mitigation Acceptance Letter
6. Revised Impact Maps
7. Revised Construction Drawings
2 1 P a g e

ENCLOSURE1
REVISED PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

oaoF W ArE9OG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑x No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑x No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑x Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Bailey's Landing Phase IV
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
Bailey's Landing Estates, Phase IV
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a. Name(s) on Recorded Deed:
Kirkpatrick & Associates, LLC
3b.
Deed Book and Page No.
015296,00929;015324,02316
3c.
Responsible Party (for LLC if
applicable):
Matt Kirkpatrick
@ 14A
D
3d.
Street address:
3715 Bridgeton Park Drive
UU
3e.
City, state, zip:
Raleigh, NC, 27612
3f.
Telephone no.:
919-235-8304
DEQ -WATER R ESOU _CES
3g.
Fax no.:
401 & BUFFER PERMITTING
3h.
Email address:
mattkCa reliant-partners.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Anna Reusche
5b. Business name
(if applicable):
Timmons Group
5c. Street address:
5410 Trinity Road, Suite 102
5d. City, state, zip:
Raleigh, NC, 27607
5e. Telephone no.:
919-866-4500; 919-816-7745
5f. Fax no.:
919-859-5663
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0782163357;0782152470;0782155093
1 b. Site coordinates (in decimal degrees):
Latitude: 35.7427 Longitude: -78.7258
1 c. Property size:
23.13 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Swift Creek (Yates Mill Pond)
2b. Water Quality Classification of nearest receiving water:
WS -III, 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:
Existing conditions on the site consist of forested land over a majority of the property. The land use in the near vicinity is agricultural and residential
developments.
3b. List the total estimated acreage of all existing wetlands on the property: 1,4
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,255
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a 13 lot subdivision, including roadway and utility infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction and grading (track hoes, bulldozers, dump trucks, etc.) will be used to construct the project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: Stream and Wetland Determinations
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball, S&EC
Agency/Consultant Company: S&EC
Other: David Shaeffer, USACE
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Stream Determination Letter (NBRRO# 14-293) August 27, 2014.
S&EC staff met with David Shaeffer, USACE on September 18, 2014 and gave verbal approval of wetland delineation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
x❑Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
James Graham, NCDWR issued a riparian buffer determination letter on August 27, 2014 (NBRRO# 14-293). Danny Smith, NCDWR issued General
Water Quality Certification #3890 on August 9, 2016 (DWR #16-0612). Tasha Alexander, USACE issued a NWP 29 on September 8, 2016 (Action
ID# 2016-01314).
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑x No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑x Wetlands ❑x Streams —tributaries ❑x Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill, Grading
Bottomland Hardwood Forest
Yes
Corps
0.138
W2 P
Fill, Grading
Bottomland Hardwood Forest
Yes
Corps
0.016
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.154
2h. Comments:
WI: Permanent impact from fill required for site road construction (Wi) and entrance construction (W2). See Impact Map Sheet 4 of 4.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert & Fill
Stream A
PER
Corps
3.0
126
S2 T
Rip -Rap
Stream A
PER
Corps
3.0
18
S3 T
Temp. Access Crossing
Stream B
PER
Corps
4.0
20
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
164
3i. Comments:
S1 and S2 are associated with the primary site road construction. S3 is a temporary stream crossing for a temporary access road. See Impact Map
Sheet 2 of 4.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number -
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 P
Road Crossing
Stream A
No
5,945
3,629
B2 T
Temporary road crossing
Stream B
No
1,200
800
B3 P
Rip -Rap for BMP
Stream A
No
164
B4 -
Yes/No
B5
Yes/No
B6
T
Yes/No
6h. Total Buffer Impacts:
7,145
4,593
6i. Comments: See Impact Map Sheets 2 of 4 and 3 of 4.
Page 5 of 10

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.
Stream and stream buffer crossing avoidance was impractical due to the location of the jurisdictional features on the property. All crossings will be
made perpendicular to streams in order to minimize 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 fence before construction begins.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑x Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ FAI Corps
2c. If yes, which mitigation option will be used for this
project?
❑Q Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Resource Environmental Solutions, LLC
3b. Credits Purchased (attach receipt and letter)
Type: Riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.31 Ac.
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑x No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑x Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
All stormwater is being stored and treated via two Dry Detention ponds per BMP manual, hence no level
❑ Yesx❑ No
spreader is required. Overflows are discharged into rip -rap dissipater pads prior to discharging to
buffers.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
18.43 %
2b. Does this project require a Stormwater Management Plan?
❑x Yes ❑ No
2c. If this project DOES NOT -require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
All stormwater is being stored and treated via two Dry Detention Ponds. See sheet C4.0 of Construction Documents for Erosion Control Plan.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Wake County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Wake County
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑x NSW
❑ USMP
apply (check all that apply):
❑x Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑x No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
E] Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑x No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑x Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑x Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes
E] No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
x❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes
x❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This single-family resident subdivision is not likely to spur cumulative impacts.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater
generated from
the proposed project, or available capacity of the subject facility.
All wastewater generated within the subdivision will be serviced by on-site septic systems for each home.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑x Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Northern long-eared bat was listed as Threatened in Wake County on 4/2/15. This project involves the removal of trees (see site plan for details).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat (EFH) Mapper www. habitat.noaa.gov/protection/efh/ehfmapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Mapper
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑x Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The FEMA 100 -year floodplain is mapped on the site, but no permanent structures, roadways, or grading will occur within the FEMA -designated
100 -year floodplain.
8c. What source(s) did you use to make the floodplain determination?
Wake County iMAPS FEMA Flood Layer
Anna Reusche
�
03-01-2017
Applicant/Agent's Printed Name
Apolicant/Agent's ignature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

ENCLOSURE2
DWR BUFFER APPROVAL LETTER

A&
NCDENR.
North. -Carolina Department of Environment and':Natural Resources
Pat McCrory John E, :Skvarla, III'
Governor Secretary
Aagust427, 2014
S&EC
David Gainey
-8412,Fafls•ofdie•Neuse Suite 104 ,
Raleigh; &C'176 i.5'
Subject: Surface Water, De'termination
NBRRO#•14-293
Wake -County
Deterrrunation Type: -
Buffer Mail
Isolated or LIP Cafl ry
® Neuse (15A NGAc.'2B .6233)
;Strip©. .Soil.
,Survey
❑ Ta-r-Pa-nlicoa(15A NCAC;26.0259) ,
❑Ephemeral/Intel mittenVPerenrnal iQetermination
X
❑ fs6lated 1'I,Wetland D'etermihation
❑ Jordan, (,1.5A NCAC 2B 0267).
X
Prdject Name:
Location/Directions:
A •
Subject Stream:
134ileys1Landing Site
Property is, located at the -south side of Tryon.Road approximately %4 mile
west of intersection with Dillard f&
U•t'to Swift Creek
Determination Date: August 1'S, 2014-
- F
:S(aff: James. Gi-ahani-
-eature%Flag 'Nob
Subject
To
Buffer's'
Subject_
To
Buffers
ENP*Start@'
;Strip©. .Soil.
,Survey
USG$
Topo
A.
X
X
X
B,
X _
_ 1P
X
D
X
P
3C _
X
'E X._
E
X
F )e
_
E
X
Pond I X
X&, fresept
I
X•
!E/UP,- EphetneraM[ntertnittent/Perennial
ni
NoCarblina
NaWa!!y
North,'Carolina Division of Water, Resources 1628 Mail Service Center Raleigh, NC•27699-1628 Phone(9f9) 791-4206
Internet www ncwaterau_aldy.om Location '3800 Barrett Dhve Raleigh, NC 27609 Fax [phone]
An Equal OpportuntlylAffirmative Action,Empbyer- 50/oRecycledllO%.Post.Consumer Paper

Baileys; Landing,Site,
Wake County
August 27„ 2014
Page Z of.2=
Explanation: The featu e(s) listed above -has or have been,located otttlie.Soil Survey," of Wake County,; North
Carolina•or-thb most•recent copy ofthe USGS'Topographic=map;at a-1,24,000 scale. Each'featureiharis checked,
"Not Subjbci" has been determined not tobe:a stream or,is,not present:onthe property_ Feattires thaf a"re checked
"Subject" have beehJocate&on the property, and,possess charadeinsticsAliat qualify'it to be -a Weam_ There -may be
othevstreams,4o4ted' on your,property tha[,do not show updori the maps referenced above'but;rstillemay be
'considbred.jarisdictional accordirig to the US Army Corps'of Engineers and/or -to the.Division of Water Resources
(DWR)•
This, onAite•deterniination shall expire five.(5),years from,the,Aate,of thisIetter. Landowners,or affected parties,that
dispute a,deferinioation made by'the. DWR or Delegated,Local Authority may request a determi6ation'by the
�Di"rect!)K Aniappeal i;equest,mu"st be �made-within "sixty (60) dhys.6f'date of this fetter- de,from, the date the affected
party (including downstream and/of adjacenf owners), is;potified of this letter. A _'request' for a determination by -the
-Mector.-shall be,refer"red.to the+Director;in writing_!c%o Karen.Hig_g_ ins, DWR.WeBSCaPe Unit, 1650 MAil,Service
Center, Raleigh, NC' 27699.
'This•deiermihation `is final,aad binding'unless, as detailed•above, yowask,,fora hearing or appeal within!sixty, (60)
days.
The owner/future.owners §hould notify,the Division of Watek Resourees• (including any',other Local, State, and
Federal.Agencies) of ibis decision concerning.any future'coerespondencesii'egardiirg•the subject ptoperty'(s(ated
above). This project.may'require a Section 404/491 Permit,for the proposed -activity,. Any inquiries should be
directed,to-the Divisidn.of Water'•Resources (Central Office) at,(919j-807=6300, and, the U$ Ai-my'Corp,of Engineers'
(Italeigh'Regulatory'Field.Office) at.(919)-5544884.
If'you have -questions regarding this determination, please feel.free to contact James.Grahamiat,(919)179.1.-4256
Water Qu4rity;Section
,Raleigh Regional' Office
cc! RRO/SWP File Copy

,M
NCDWR JRG 08082014
i
AL
AL A
w Feature E Ephemeral
n.
Not Subject to buffers
Feature A Perennial x
Subject to Buffers
• Feature C Perennial
A
A Subject to Buffers
Feature B Perennial
M.
Subject to BuffersTILAL
a`
,+t^s
•
4W «
r
r '
Feature F Ephemeral
Not Subject to Buffers«
Feat*D Perennial
4 Subject to Buffers
6

kr , I!
o
PP,-
7ipp,
It -1

ENCLOSURE3
USACE PERMIT (ACTION ID #2016-01314)

RMY CPS OF
U.S. ALM O ON DISTRICT GNERS COPY
Action ID. 2016-01314 County: Wake U.S.G.S. Quad: NC -Lake Wheeler
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Kirkpatrick & Associates, LLC / Matt Kirkpatrick
Address: 3715 l3rldatonParkDrive
Raleigh, NC 27612
Telephone Number: 919-235-8304
Nearest Town: Raleigh
Nearest Waterway: UT to Swift Creek Coordinates: 35.74270 N. -78.72580:w
River Basin/ HUC: Neuse / 03020201
Location description: The project is'located off Tryon Road, Ralciah, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes impacts to.156 l,P of unnamed tri6
All wetland Impacts are permanent.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 29
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated July 22, 2016. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the
modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is modified,
such that the activity would no longer comply with the terms and conditions of the nationwide/regional permit, activities which have
commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide/regional permit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide/regional permit's expiration,
modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions.regar_ding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Tasha Alexand r 91 -554: $4, ext. 35 or tasha [e-mail].
Corps Regulatory Official: W, A Date: September. 8,.20.16
Tasha Alexander
Expiration Date of Verification: March 18, 2017

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis for Determination: Based on information submitted by the applicant, the project area appears to exhibit criteria for
waters of the U.S. as defined in 33 CFR 328, the JD Guidebook (i.e. Rapanos Guidance), the 1987 Wetland Delineation
Manual, and the Regional Supplement to the 1987 Manual: Eastern Piedmont and Mountains v2.0. The approximate
boundaries of potential waters of the U.S. are depicted on the updated map dated June 11, 2015 labeled Sketch Map with
reflagging numbers, Bailey's Landing Site, Wake Co., NC.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address within not applicable.
**It is not necessary to it an RF form t he Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Tasha.Aiexan er
Issue Date of JD: $0Am 12016 Expiration Date of JD: N/A
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at http://regu(atory.tisacestu-v6..dci .
&-,- jwtf"n M. ask n

2016-01314
SPECIAL CONDITIONS
Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this
property and associated with this projectlactivity, are proposed at a later date, those impacts will be combined with
the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation
will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S. are
greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally,
cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or
intermittent* stream channel, and/or 0.5 acre of wetland, will be processed under an Individual Permit. This
verification of the use of the Nationwide Permit Program for this project does not imply that this office will
necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this
project/activity.
* The District Commander has the ability to waive the 300 linear foot limit for intermittent streams on a case-by-
case basis. All requests for waiver must be in writing and shall include rationale for the request.

Action ID Number: 2016-01314 County: Wake
Permittee: Kirkpatrick & Associates, LLC / Matt Kirkpatrick
Date Verification Issued: September 8, 2016
Project Manager: Tasha Alexander
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: CESAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the
Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance with
the terms and condition of the said permit, and required mitigation was completed in accordance with the permit
conditions.
Signature of Permittee Date

Applicant: Kirkpatrick & Associates, LLC / Matt File Number: SAW -2016-01314
Kirkpatrick
Date: September 8, 2016
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Pennit or Letter of ennission
A
PROFFERED PERMIT`(Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
ate-- � .,...�.
E4TI N e o oi�°'- glide fiesx our�rt ts�a ` op ons regard'ng�:an adma �s ati apnea o ath b a elects on
nfo 13 e av
,o @o ,gu a oris: a :3.CFiR X331. ,. 'i `I
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the pen -nit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under- the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
f .+..t � ... x�'$�`t •�!'�'_•`,,,}+,., :.:rt r, t ,^'�_P x+i.^i r1�*,#.�!"•5"�•`-�"iiM'"S�v�f�S+�.'��N-'iYS=-�'F."t�,'�i'�'
2.1
tSECTION IIS=; RE VEST FOR APPEAL� or OBJECTIONS. TO,AN,INITIAUR OFFEREDIPERMITC%91� � 'y x
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
yrrecord.
}_ .
CONTACT FOR... U)✓STI`ON5,OR
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn.:
Mr. Jason Steele, Administrative Appeal Review Officer
Tasha Alexander
CESAD-PDO
919-554-4884
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunitto participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: Tasha Alexander, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jru-isdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): ` r'y z'(0
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Justin Milstein, Timmons Group, 5410 Trinity Road, Suite 102, Raleigh, NC 27607
919-8664508; [e-mail]
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District Office, Bailey's Landing Phase V .C'_ S5 IQ C--7 — � Iy
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
5051 & 0 Tryon Road, 2318 Bailey Manor Drive; Tryon Road - East of Leanne Ct and West of Bailey Manor Dr
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: wake
City Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.7427 °N; Long. -78.7258 ow.
Universal Transverse Mercator: 17S 705657.63 E 3958080.39 N
Name of nearest waterbody: UT to Swift Creek (Yates Mill Pond)
Identify (estimate) amount of waters in the review area
Non -wetland waters:
2477 linear feet: 3-6 width (ft) and/or . acres.
Cowardin Class: Streambed
Stream Flow: Intermittent & Perennial
Wetlands: 1.74 acres.
Cowardin Class: Palustrine Forested Wetland
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:

E. VIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
Office (Desk) Determination. Date: Gy
4� Field Determination. Date(s): /S T-->rv'.G%
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: wetland Sketch Map
Data sheets prepared/submitted by or on behalf of the
app consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps
Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
F] USGS NHD data
USGS 8 and 12 digit HUC maps
QU.S. Geological Survey map(s). Cite scale & quad name: Lake Wheeler
USDA Natural Resources Conservation Service Soil Survey.
Citation: Wake County Soil Survey, Map Sheet No. 67
❑ National wetlands inventory map(s). Cite"name:
0 State/Local wetland inventory map(s):.
❑✓ FEMA/FIRM maps: Wake County GIs
0 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑ Photographs: 0 Aerial (Name & Date): or
❑ Other (Name & Date):-
Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
Signalu and d'aWOf
f eg f ory Project Manager
(REQUIRED)
4
"*.dbyA.0.-
Justin M. Milstein5
r.- Dab:101dG0.R71l1GN -0IVG'
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Aquatic Resources Table
Bailey's Landing Subdivision Phase V
Tryon Road
Wake County
Estimated
amount
Class of
of aquatic
Site Number
Latitude
Longitude
Cowardin Class
aquatic
resource
resource
in review
area
Section
Stream A
35.7469°N
-78.7259°W
Perennial Streambed
1279 LF
404
Section
Stream B
35.7449` N
-78.7264' W
Perennial Streambed
483 LF
404
Section404
Stream C
35.7448" N
-78.7250' W
Intermittent Streambed
25 LF
Section
Stream D
35.7449°N
-78.7241*W
Perennial Streambed
256 LF
404
Stream E
35.7404°N
-78.7237'W
Perennial Streambed
289 LF
Section
404
Stream F
35.7403"N
-78.7237'W
Perennial Streambed
145 LF
Section
404
Palustrine Forested
Section
Wetland A
35.7467' N
-78.72620 W
0.33 acres
Wetland
404
Palustrine Forested
Section
Wetland B
35.7454' N
-78.7253' W
1.39 acres
Wetland
404
Palustrine Forested
Section
Wetland C
35.74490 N
-78.72620 W
0.02 acres
Wetland
404

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ENCLOSURE
DWR PERMIT (#16-0612)

WaterResources
ENVIRONMENTAL QUALITY
August 9, 2016
Kirkpatrick & Associates, LLC
Attn: Matt Kirkpatrick
3715 Bridgeton Park Dr.
Raleigh, NC 27612
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
DWR #16-0612
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Bailey's Landing Phase IV
Dear Mr. Kirkpatrick:
You have our approval for the impacts listed below for the purpose described in your
application dated July 20, 2016 and received by the Division of Water Resources (Division) on
July 22, 2016. These impacts are covered by the attached Water Quality General Certification
Number 3890 and the conditions listed below. This certification is associated with the use of
Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers.
Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control,
Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met., No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8))
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdcnr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Bailey's Landing Ph. IV
DWR #16-0612
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0.058 (acres)
0 (acres)
Road
Wetland
0.009 _ (acres)
0 (acres)
Entrance Monument
Stream
126 (linear feet)
10 (linear feet)
Culvert
Stream
0 (linear feet)
20 (linear feet)
Temporary Access
Buffers - Zone 1
0 (square feet)
1,200 (square feet)_
Temporary Access
Buffers —Zone 2
0 (square feet)
800 (square feet)
Temporary Access
Buffers — Zone 1
6,582 (square feet)
0 (square feet)
Road
Buffers — Zone 2
3,790 (square feet)
0 (square feet.)
Road
Buffers —Zone 1
164 (square feet)
0 (square feet)
BMP Rip -Rap
Buffers — Zone 2
0 (square feet)
0 (square feet)
BMP Rip -Rap
2. Diffuse Flow.Plan: Submittal of a'Local Government Approval Required
Because the stormwater management plan (SMP) approved by Wake County is being used
to meet diffuse flow requirements on this project, you are required to submit one copy of
the approved SMP, including plan details on full-sized plan sheets, with proof of Wake
County's approval. The approved SMP shall be submitted to the DWR 401 & Buffer
Permitting Unit (1617 Mail Service Center, Raleigh, NC 27699-1617) before any impacts
authorized in this certification occur. The SMP may not be modified without prior written
authorization from the Wake County. If the SMP is modified in the future, then you shall
provide one modified SMP with proof of approval to the DWR 401 & Buffer Permitting Unit
prior to the commencement of the modifications. [15A NCAC 02B .0233 (5)]'
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of

Bailey's Landing Ph. IV
DWR #16-0612
401 AND BUFFER APPROVAL
Page 3 of 4
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
4. Protective Fencne
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall. be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H.0507 (c)]
5. This approval is for the purpose and design described in your application. The plans and
specifications_for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at htto//w'ww.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail !f sending via delivery service
via the US Postal Service: (e.g. UPS, FedEx):

Office of Administrative Hearings
6714 Mail Service Center.
Raleigh, NC 27699-6714
Baileys Landing Ph. IV
DWR #16-0612
401 AND BUFFER APPROVAL
Page 4 of 4
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DEN R-DWR-401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in.15A NCAC.02B .0233. Please contact Cherri .
Smith at 919-791-4251
Si ere
Danny Smi h
you have any questions or concerns.
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
Justin Milstein; Timmons Group; 5410 Trinity Rd., Ste. 102; Raleigh, NC 27607
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit

ENCLOSURE5
MITIGATION ACCEPTANCE LETTER

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability March 1, 2017
U.S. Army Corps of Engineers
Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Bailey's Landing Phase IV
This document confirms that Kirkpatrick & Associates, LLC (Applicant) for the Bailey's Landing
Phase IV (Project) has expressed an interest to utilize 0.31 Riparian Wetland Mitigation Credits from
the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.31
wetland credits from the Arrington Bridge III Site, all in the Neuse HUC 03 02020 1. As the official Bank
Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1052.
Best Regards,
C4,,, h &,Z, -
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

ENCLOSURE6
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TIMMONS G••• •• THIS DRAWING PREPARED AT THE
• •• YOUR VISION ACHIEVED THROUGH OURS. RALEIGH OFFICE
919. Trinity Road, Suite 33 1 Raleigh, NC 27607
ons.
TEL [phone] FA% 919.833.8124 www.timmons.com
BAILEY'S LANDING m N DATE REVISION DESCRIPTION
a g s° I 1s[ Revision
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ENCLOSURE7
REVISED CONSTRUCTION DRAWINGS

BAILEY'S LANDING - PHASE 4
CONSTRUCTION DOCUMENTS
LOT -BY -LOT SUBDIVISION
2318 BAILEY MANOR DRIVE
RALEIGH, NORTH CAROLINA
INDEX
COVER ... ..... ...... _ _ CVR
EXISTING CONDITIONS C1.0
SITE PLAN ..... C2.0
GRADING AND DRAINAGE PLAN . ..... _ C3.0
EROSION CONTROL PLAN. . . C4.0
ROAD A -PLAN &PROFILE C5.0
ROAD A/B - PLAN & PROFILE— _ _ _ _ _ _ _ C5.1
EROSION CONTROL NOTES & DETAILS ... C6.1
s m
S)y , EROSION CONTROL NOTES & DETAILS C6.2
f s - t � GENERAL SITE NOTES & DETAILS.. C6.3
GENERAL SITE NOTES & DETAILS. . ... C6.4
VICINITY MAP
1 " = 1000'
RELIANT PARTNERS, LLC
OWNER/DEVELOPER
3700 NATIONAL DRIVE, SUITE 211
RALEIGH, NC 27612
ZONED: R -40W
PIN # 0782-16-3357,0782-15-5093,
0782-15-2470, 0782-16-7214 PART,
0782-16-0795 PART
TOTAL ACRES (PHASE 4):22.42
NUMBER OF LOTS: 13
AVERAGE LOT SIZE: 57,546 SF
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WATER SUPPLY WATERSHED BUFFER CROSSING
SITE DATANOT
ES:
a+a•ea
BAR
DRIVEWAY CROSSING THAT ACCESS SINGLE -GAMILY DWELLINGS, PROVIDED.
- INITIAL SUBDIVISION
SIZE - 23.13 AC 1 007,543 S F
( - -)
- PRESENT LAND USE IS VACANT, WOODED AND FALLOW
-STREETS WILL HAVE A 50RAN
Os' gtis/ti. '•'.
THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY.
- ACREAGE RECOMBINED TO EASTERN TRACT = 0.93 AC (40,333 SF)
. ALL RADII AT STREET INTERSECTIONS ARE 25'.
SE4L
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS.
- ACREAGE ADDED TO SITE FROM EASTERN TRACT = 0.19 AC (8,089 SF)
. ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA DEPARTMENT OF
'_ 034374 7
2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE j11:
NO MORE THAN 6,000 SQUARE FEET IN AREA
- TOTAL TRACT SIZE = 2239 AC (975,299 S.FJ
OPEN SPACE PROVIDED = 3.32 AC SF.)
TRANSPORTATION STANDARDS
A^
•
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3. BUFFER DISTURBANCE IS
AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE AND NOT THAN 60 DEGREES).
-TOTAL (144,736
NUMBER OF LOTS = 13
- WgTER SYSTEM WILL CONSIST OF INDIVIDUAL WELLS.
9 ;fry Com'
O WINS ! �`•_
'+r.A•"•-•-••'
4. THE DRIVEWAY CROSSES THE BUFFER ( LESS
5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO
-
- AVERAGE LOT SIZE - 1.32 AC (57,546 S.F.)
SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
_ ALL WAKE COUNTY EROSION CONTROL MEASURES WALL BE COMPLIED WITH DURING
cV
MEET THIS AND THE DISTURBANCE WIDTH STANDARD).
- LINEAR FEET OF STREET =2,482 L.F.
CONSTRUCTION.
1,
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE
COUNTY ENVIRONMENTAL SERVICES.
- MAILBOX KIOSK IMPERVIOUS = 0.06 AC (2,614 SF)
- IMPERVIOUS IN STREET = 1.25 AC (54,450 S.F.)
-ALL FEDERAL FLOOD WIZARD REGULATIONS WILL BE COMPLIED WITH DURING
CONSTRUCTION.
02/21/2017
ROAD CROSSING (PUBLIC OR PRIVATE ROADS), PROVIDED:
- IMPERVIOUS IN LOTS = 2.98 AC (130,000 S.F.)(MAX. 10,000 S.F.A.OT)
- MINIMUM LOT SIZE'' 0.919 AC (40,010 S.F.)
_ ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE
SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL.
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS.
Ravx
3s
- AREA OF STREETS = 2 91 AC (126,945 S.F.)
- TOTAL IMPERVIOUS AREA=4.29 AC (187,064 S F.)
- TOPO PERFORMED BY TIMMONS GROUP.
- CONTOUR INTERVAL IS Z.
E
n 8
2BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT -0F -WAY OR EASEMENT WI TH OR IN NO CASE IS MORE
X IMPERVIOUS = 19.21%
MINIMUM
_ DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR 4 LOTS
c
E
"" -
THAN 90 FEET MADE.
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA
... ,..... r A'ER +
- - "" '
- LOT WIDTH = 110'
- PIN a 0782-18-3357, 0782-155093, 0782-152470, 0782-16-7214 PART,
AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED.
^'
4. THE ROAD CROSBES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN 60 DEGREES).
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL TO VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAYBE USED TO
t sc6.st6WERPAYE A6PNALr
0782-16-0795 PART
- ZONING = RAGW
- BOUNDARY INFORMATION TAKEN FROM SUVERY DONE BY TIMMONS GROUP.
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MEET TW S AN THE WIOTH STANDARD).
secnaN Aa
- TOTAL. DISTURBED AREA =6.0 AC.
- NO LOT SHALL HAVE DIRECT ACCESS TO TRYON ROAD.
1.
E
2
DISTURBANCE
- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF THE OPEN
x
S. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE
SYMMETRICAL CUL-DE-SAC
SPACES IN THIS DEVELOPMENT.
COUNTY ENVIRONMENTAL SERVICES.
WITH NO CURB AND GUTTER
NTS
STORMWATER CONTROL AND MANAGEMENT
- PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND AVOIDED OR
REPLACED PER WAKE COUNTY UDO.
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IMPERVIOUS CALCULATIONS
- NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUY DOWN RECEIPT
OBTAINED IF NECESSARY PRIOR TO CONSTRUCTION.
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NOTE:
IMPERVIOUS AREA PER LOTTO BE LIMITED TO 10,000 S F. THIS
AMOUNT U BE 70 STRINGENTLY
' OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
"PROPERTY LIES WITHIN THE SWIFT CREEK WATERSHED-
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14
1A
LIMITS OF F.E.M.A 100 YEAR FLOOD HAZARD AREA BASED ON
F.E.M.A. COMMUNITY PANEL a 3720078200 J
ENFORCED INTO PERPETUITY.
WAKE COUNTY TOOL V21 WAS USED FOR ALL STORMWATER
CALCULATIONS.
- ROADS AND INTERSECTIONS TO COMPLY HATH ALL NCOOT REQUIREMENTS.
-APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR
_
-
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DATED MAY 2, 2006.
CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION AREA
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(100' FROM BANK) CONSERVATION OF EASEMENT 4( I :,
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(FROM(30' FROM BANK) BANK)
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•� �..plM�t ;�,Jff _ ar \ r.:i •.S_ CONSERVATION OF
;•,�. ': •x. fS.�S.T
'
PER PLAN
:"1 .;. ' '1..4 _'i
C •�-- \ -r r f aF.y' NATURAL AREAS
�.1LSE R25'
.803 D. �
R (58 sFl
?: • '�1 � % t ? • .: i c Oar � � _ / \ _____ BUILDING \ 20'WSW5 '.�Qf
�... . , - 0-..r___ R30' SETBACK \\ BUILDING tl
C .4.� A N1 � SETBACK
-
•
/>`"
`-T-
-
��
\\
__ ,g -\ I
•,: `:t ?•�19 i.: Jti4'C -�f �� '/,rJ<r 1 �/ :� �' /(1 /
.i I'l.: Gf`_ + •'• :tt �• JJ/I'�"�� � '•r•�=..� YSS \ ��
,4$ l � � �U�� � _ `-__.�'_ 1 -
-=-L �•
'•i==_ `�'•a/
�Jr
r•., ___ v
1
�y _ __-._�. �- SETBACK %•/7 w 2tz
1 24
20WSWS 1 1 O mu-1100,­KWATER
10 X 70' SIGHT '
TRIANGLE BUILDING BOUNDARY •.:.E _
lJ' / 1 III I III 0 � u >
•, ? - SETBACK EL 112.78
0.753 a {
� /\�O���j; + >'1�TN
+•? •i?j
._./..
V
W
SB TREE,t
,p L/C SUPPLY2TTREE VEGETATION
IYII7 PIIV /a�1
VEGETATION AND Ly WATERSHED PROTECTION TON AND
0.0210 IA
V10.00
0
(�DA
ZONE IOIIIOIOI�IIO
40,0= 4t.m4 (30 FROM BANK)
!44^. Tt F. / ? :'• :i;: Ec?�: 3114'., WATER SUPRY
/8T -� --_-J I YwTER54fD i
-
zPROTECTION
aWFE."S"
0
r� Q
u.. U
44J
___"_ rr_s•.t.,
100 YRBACKWiER / i25
iki.:` tit :rauLoca BOUNDARY ra. • t re>:' :Sa:rt ._..-_
0
a
_"
1}IRONS scxArz OPEN SPACE \ A:.g:•t r:. r_gp,r. 742, _ _._ _ __ _ 1
I,i1 EL 416.47 N.F yx^T.: ,--'a fir,.:: e,+. y'
:1 �,� tt ., wH 07az-1so76s Pf�00SED USE * eREGORr x.a *:xes r - 7wcro.*-•E x^,•r2rc ! s::x.' .. ' uz _ ter I
:CONSERVATION OF JACRUEIIFE A.6EMA6TER , !
H'F Hv x:'rr25 TREE VEGETATION AND(n
d YICTOPoA NEBERPPJOE
1
, F.. Z
v
w.``I
~PROPOSED
SIGN NATURAL AREAS wM 0782-t80>13tAGWELYJhOL IL5. a S1ti:ri'OFI! GEATO PROTECTION ZONEULU
i 3t• 100 VR BACKWATER OOREEta C.fkWx 1
5�{�-'--` LorSD: R.4wr nc!ur3TA c 6uR.vE: iE wN. o; s2-15ass1 w;4: D7z2-tso351 "=.'F I
`\
Z
LLl
7 F
L ZZZ
EASEMENT (16.712 w7r o7�-I
y?!•+ •l�,l�r�_ \ BOUNDARY
IOIaED:RSON 1 RN:D7i-t5di5t ZO.IEDR- l ZONED:Ri
} .
EL 413.04 IOP:ED Rom 1
_ ' �✓ __--.- - __ --.`\ •\ 100' NEUSE RIVER
�t1
tisy
U
'� .v' 4 '•r- RIPARIAN BUFFER
•' -i:; - SUWSWSBUFFER /L6ANlaDAWDLWT41
;; IN. WB2.056125 -_�__-
z
LU
Z 3
Q '
.-.
` ZONED: RJGW i _- �,,
O
u
U)
Lu
F
} o a
0
O
W
� u
H4
LEGEND
9e PoGErT aF Ar MINIMUM BUILDING SETBACKS 10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
10• PAVEMENT - FRONT AND CORNER = 30'
e a s I -SIDE = 15' WETLAND AREA
ryQry� 1
W
a
I
WPEiL FT. SFBSA I OWFLOOD HAZARD SOIL
F1. TIER: � HATCH AREA DENOTES
r'PER� 4o- •.� ^�o�k9�
,•PER .......:::.:'.:,:::.: .::.:,..... ADJUSTED WITH TOO
1' MATT H. KIRKPATRICK CCIM
a c4Bc ' KIRKPATRICK AND /ASSOCIATES, LLC
WT _ _ _ 3700 NATIONAL DRIVE, SUITE 211 NOTE: NEUSE BUFFER (ZONE 1) ce GVN
-
FILL RALEIGH, NC 27612 BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED HATH AN
THE BUILDER MAY NEED TO OBTAIN A FLOOD CE
USE
BUILDERS PERMIT
R SIDE,,T t smart FROM WAKE COUNTY ENVIRONMENTAL SERVICES HAZARDAREA
X FEMA 100 YEAR FLOOD PLAIN LIMITS
ENGINEER ARCHITECT AND/OR SURVEYOR APPROPRIATE) MUST S J
TYPICAL cross sEcnaa (AS
REcodP4Era>ED ROAD cOFaa:cTloTE -TRACT IS LOCATED IN THE RURAL - NON CRITICAL r
CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. THERE
Nrs sroP caFminox AREA OF THE SHAFT CREEK LAND MANAGEMENT SHALL BE NO FILING OR THE ERECTION OF PERMANENT STRUCTURES IN 100' NEUSE RIVER RIPARIAN BUFFERTOB
Pte" SCALD= V=100'
THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL
xo.
37338
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES
UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR F.E.MA OPEN $p(aGE D 100' 200'
SHEETNO.
C2.0

STORM DRAINAGE DESIGN
DESIGN STORM:
STORM DRAINAGE DESIGN
Bailey's Landing
25 YEAR
...'ry,
bel,_
n. ' 7
v /
A 4ce2: s• 49,n!3 at
/•:: utE-4tac� , 1
! 1 '
S,.D
i
1
41.Br4C I j j i /j :I n hF• CRBNEC BJFF_R
1 i i 1 : / fir* r hD :3TFR®L1 BA'J`,)
!✓
ENERGY DISSIPATOR DESIGN
DESIGN STORM:
ENERGY DISSIPATOR DESIGN
10 YEAR
423.80
V
:
i
LOCATION
I 1
LOCATION
;"f4Yr .� :�, {{�i
i i • tri PES
DISCHARGE
, -
'^ q
- i t.._-_ --�-
PIPE DESIGNOUTLET
I
@
OIc14
PIPE SIZE
(In.)
SLOPE
VELOCITY
(FPS)
DISSIPATOR
050
Pipe ID
INLET TWE
C 1 (Inl11TI A (AC)
CA
PIPE
0 (051 SI nJ
Q
LEITH
IW IN INV OUT
Pipe A3
31.44
36
3.97%
445
12'x24',24-
13 -
.. Pipe 8 63.79 48 2.38% 5.08 18x361N•
­
_o
Pipe
Pipe C SA2 18 1.88% 3.12 8116118-
6
PrpeD
1944
30
4.78%
3.98
12124x24'
13'
Pipe B WHeaMA111
Headwall
0.40 4.01 39.77
15.91
63.79
48.00
84. D0
409.00
407.00
Pipe
4.74
18
8.50%
2.68
8'x16116-
6
PipeC WFES
Flared
0.40 4.01 7.M
1.38
5.52
18.00
80.00
412.50
41100
OM nlgn Pled Al
8.90
15
40D%
7.25
6110'x18•
6
Pipe DWFES
Fland
0.40 4.01 1212
4.85
19.44
30.00
136.00
408.50
40200
CUe1enl-ron Patti W2
3.80
18
1.00%
115
6170118'
6
Pipe E WFES Flared 0.45 B.D4 1 31 0.59 4.74 IBRO 100.00 410.50 402 00
t /� l •
-FOR PIPE B. USE NCOOT STANDARD DRAWING 838.01 Y j , /• 3 ,f' .tr r _
���
I �
J -JI
1
i
1 t
:
j
\\ rrJ
i' '\• I ; j I i r J �'t,rfJ � ,r .fr - r rf{ rf ";
.}r-
X':X-_::'..::::::::.._ j .� J:J';_ lJ f fr�•-_:f
r}J >r;J
i
__ •, �, � • . , __. _..---..__....._ -_ ! i ~ J .r;Y _ eyY-___r!iri.rl.ri_'.f. % ":rr3- .;�_:r. J7}_''''�,: ,:', �_'f• �' r
r,r
..,..-,_� I �JJ#. r�.r r,: _%�r: ,.�.'r .' .ri'. ^_'r:::::f;J.:. �_'rrr •.q,.,r•.�'� ":.rJ'. ~J'.;i_'�,r '
' • !, j � � /%Jr-��!�j---�'~6rf'r� 'YJ' �-. Y ;. Y �Pr�'�'it_' 't'~'"r % r.Y �'�f r sY -� r �J"Jr- J1"s'2
-i ' i ,':• ,..F •.i ``���^r.: 'J'Ifr:,-'y XX .tom �.+r:,+ v�.�r~f::r�r--,'.. rel1..~
RKS•1 LEGaa % ../: \ :'!- "
,r7•a. Y!t•= '
- ^ 11-"+=. � \ .I if ,r - - r��.-_- �:, Yr„^>�"• �,),Y""'S tr Y% _ _.Yr.Y �. �JiY ' Y�.� _ :Y~: :':'''};,1.tr %':�--�,%~
f
� ��__-_ •:tS
C '•~ ,Jrr�;
Y
/� �•!_'�f..r , __ ~! J :�
. \`• uv r:lrrrG!x} �\. \JyrJ-.:. rr r.r r�%'f .r'.='.'f :.'.;: fr_:.r r,...,;:17.J__. .. r= :="K:::� _- t,'.�1z+ -
} Eli ,nLx:s:: a FEL4A tv YE.AR G J J> > mss 1 ~ J : r -r j ./ • : f'�- -
:E KL•ALEi, :.:iru tE:E `\ '='J'•-.%"'r'�r.�,.a,�'^T-.rf Yf:f'.-_.
h i : Ftr•o?s ;.te3,1T - ~ :.:• l \ =LOOD PL.:IN LIM`:T-,` �,.+ ce!':,r,r Kq _'.. r_'srrl rrf �.. , '::rr. :.✓'•;Y ��
J J'IY :EL�a J'__J:•,fyJ 4 tr'sv-.. ,r' r r'.. _ �/1 .,�.' .r�Y,f .
O._...._.::.YnJ
itr PA r r�"J. _ : r~ ~ Yr f/:r!r:f •'.rrr , .1v% J_S: r, 'J
,l Z:!EO 6<Lft
~J
.rJ•r r i r
:tl
,
:k- ::: '. t•:: .._ • - R \ Jr• J _ .• I . � J� r 'J',J1' rr+",r: ,
i
Msr;x-au:. .T='a:� \,,Ifi'fr=rrr'y';:Jfr.r`r''r,::JJJJ:'.i%r,frr'r ;. ::f. .'i��' kl. _. �.. ./'4 ,T•;.J: J''-y'r
PR \ Nr \ J JJ �I �Jf'1'•1 S'� J �TI J � 1�� � .>•"__ _ ` :\. '�•,1 r� �.,. � "
% K>X
M
,li'. '• �` L / ''.rkCE-.>: X:. ♦ Jt:r:f.Y,.1 �r f"r' .Y.f:��,J rr'!J'.r'r-�fY .rY~�yy'] Yt 'l{' r.l �. •,� `- i � �j,
rUPP_
WATERSHED SUFFER �.' ,r _ 'I v 1.x1: r_. .:;�_ .1.�rr, X.:'Xr ''SX.,.Y.rf��JJ7 ffrl.rJ:�r'~:�~,�fX Y,,tr':r- (,,'�J'' ~ ,f• fJ �OH Y T -: Y ! PIPE-EOUTLET •�'•4i',."�:.{.
_ ny �• �T.F PROTECTION
ti£" SERVER\ ErJ ,_ =1.: �"`_ y:��=;rr::.rf' __ xff=_:€r'�'-,��r'+,rr'•y,'J'2�^- ":i1-' rr -':`" :(� i�, (��* ,';1
RIPARIA 8L•'FcER
: 1\ dJ' : r,+f - :•', ~
,•F \? (50 FROM nr..+.\t i\ I.y. .:+' .lrr!"�' ��._.X:'r•t_. %.J'r�,}^{,'�J_;rJf�-.�'_r r,��rr vr.: r- f-� ;.7F,�� i ,.r':.`• :4r of t/ 'f 3+,P- <u ,;t •d �'/ 1:
'� A'..i xJSTEs uc / � � 1 S L;, '•' � �' �' `:-` � � 1' ,'t
'� � ,\ \ P,,N D:�-x-IFa6 -- - r',: _:Y YrJff�=1r �r'�.fr ~J ��f, _. _J�r' .r' __ ��`r�_��•:.f- �'� ,�s; I. .^' -`
_ __---_--- 1'S•. t . .\ \ xrl.� R -AT!' i „ ,. ._ r r . �. rL ::*7f';;;{.Jr ' r�•' .i if� rr r rr, _'' r, �;,r ;�y.�-_-'•-� ' �.- 4,:r,� :J� � s,•/�,:� ~,� �•✓ /
1 •,tt �`\ \ \\ ! ,rt. J'F' =.;, �'_ X J 1f J`r''jf Jr~ frJ'�rxJ �:: J A i'
•F ',,.. . \ _ sr" -L _ v,',•�,Cf.! f'11 f rl� -3C' ViA?ER SUPPLY -..J , f 1 E i • ,?' R `d� .. tN' / f ii YY TEi: SJ%P"(
EC BUFFER %..
_ f `, r :S'.aT0S.-T FR' B�lfr_ i
=ROM Bf V!O f rS7 FRC:6 BGt
,} '�%t 1'::; .�` •\\ �+Y���*'J`r+,•� fw. 1� •:r..11'..r��,:�?i,F�f rrrr+' J� �,Jr?i?rJr�',rff���''^�r r,�yr!, - / �3 y r1 ./'' ��
�%�
i,•I . wax'..' JY,r~..fr: .FMA MFM (EAR PIPE-D"OUTLET It R✓'" Y J*
r-L�,Y t 1� r, r rr rs ' rr: f r'•' rr, x`t,
:Y1 � Sf3K .E -a--' \ i s= '! J/ { ytr>�r,e. 1 J JF ll f 1 J" r!- .,JC : �rJOD PLAIN UAMT '��\ . �' 1 L \ ;tties•. _r I
� ,, _� �--• y, 1\ 1 �1'X.rr'.' PROTECTION
t l \ �y '7 ei��1,Tr���. �.s.. tFr�r -:r. Y��r f�Y fr.'• ter, �:f, _��:i ' `;4en:s�y;C: _ _ _ _ � _ � \ � "�
• •li' s.:s •1 � t ;1 . � rt r� `:"ar y I ''�� r J � .r,:. � ry~.;. fl• r'a r ;.1 r _�r�;rf�u, 'svep�i. _ - � _ _ _ _ PIPE D, I 7 , '� I �_~� � t : £
�t• : i � %� �:.�-K y ,�+ , n: f'+�Ji � - :s�, ,:; � ,I�E,� 1 I, 3:
'1 T Ifj �° /� nt_•^ �t _„ K=(r'z'+•:;7 `.+`�.F`-:�; r 2, . �.. - :�.Jrr' rr.'; -fir_ rrJr�-` yi.� - _ 's- ,!p �.is rte' � �` }
PIPEE
i
P
"s'
, BOON.
<+`J :.f ,., .�••"i �-tr: ,xf - t _:.\- ..�,�� o, %' �.
f
-`�
rLfr=,:4r5r:3'�i' r r i.� _ BACKWATER
5: •t5.V2'-L�_ ,. Ts.: it - :,,(�^� � -rf�f :.•: r ~_ ._ _ ,_. - f ;�.I,T- FI 100 YR Y
EL`w�u56 � f 1' ,;,a 7,.. �.1=.::.�__-b->,._ `.\\�a� �u�•
<c.
EXISTING CB TO BE 1i i,4 1. \, t/ ..'- 1P�F,q-j'.HEADWBLL ,__.... _ .. {S ' -_� _ r ' I 4-., Y ~�R...f'r.
CONVERTED TOATRAFFlC T•x }1 [ _: gT9L1TLET�W. PIPE -B'OUTLET =:n
1 PROTECT e�' •:' • YPIPE C
i a
BEARING JUNCTION BOX y = QN. 1� j ia.9y-F'r j rte• _
WITH MANHOLE +:1500 _ _ _ _:rF ::. jt�;. I I i 1'97 PUBLIC Hr:u
NCDOT STD OVWG 840.34 T 4 _ \ y„ e.`� °� ,'t! ' 1 I i ! �; PROPS
J ,Fr •�;v = = 7 1 `/* :;" l_i �S i <. erJ rt Ilj 6, .' Yi f i,J � l , f )<.: ' SU:. LY •O"
EG RO
>a
�'
e
5 -"_
...'ry,
bel,_
n. ' 7
v /
A 4ce2: s• 49,n!3 at
/•:: utE-4tac� , 1
! 1 '
S,.D
i
1
41.Br4C I j j i /j :I n hF• CRBNEC BJFF_R
1 i i 1 : / fir* r hD :3TFR®L1 BA'J`,)
!✓
.� µa
G,y
/ipe
423.80
V
:
i
I i
I 1
r1
1'
;"f4Yr .� :�, {{�i
i i • tri PES
Al ..:; 3'E i
, -
'^ q
- i t.._-_ --�-
I I
'_
I
t j 1 { /, ✓
;t`
iS T ::•:
":,
ea:.tn s.A
411.71 4.00%
\\ \ 1� rsg I 'w'
Pipe F
_ _--..i / / i% J / i
SSSS v •___...-.,J i re.:.rc P.. m:
,,.
WTtGIE SCH:T!
415.16 1.00%
PIPE
:c,4
ju.,r'E- :, 2-•;
r:s.:+.ti•
CB -1 - CB -2
_ /
14r i__.-__tar.�7'.r _.�-.�_
s'
LOrErr R-CnN
ce
O
DRECORY :.a
f/c JP
"Y
Ma BrVSg ..<.. .-
1
r:r15', / / 1.21'
1' 1 iiSi
100 YR BACKWATER
Y.:'..^.::1D1HE
F•IH: o.'x.-:Ii4.W
t •\ I CLarFEV.:?,}
}RJMEL W.a
I
,
NF.• 7; ;.. i
MY..HAE: £.SCiyV4KR1 L. OEA?(AI RQMLG D. YICTGRV. WF_9ER PROF
•.�"
s..'
BOUNDARY --
'-'�-._ -zPeD:Fwd
100 YR BACKWATER
: 6'.ROEI:' ctGUN
"'
'x+ aa-a:aai:
-wwsTA c.IEm.4:r�
5
afr
Pp+: D7a_:S ba:T /e /
5"
\
EL 116.47 _ _ �.��_
BOUNDARY
EL 413.04
7AK ?Jt.Y
PI'S OP32.t-a:,St
106 ND. % t
2D. RiTV zOhf'0. R-bN /
37338 ;€
_
SHEET. aE
C3.I ^ x
`i{i
,,...
NEUSE RIVER
•'..
)1'�il
,, 1:1� r a
�I 1t
✓.,,-. ` �_I
P.MPARIN4 &r. ­ER
it t. gElT�'
'1
//bl.S%,N�BDn:TO
r. of •
_
_ � __ --------
, ::- ;:� i
__ _
STREAM CROSSING CONSTRUCTION SEOUENCE
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH TO A
MINIMUM.
2. INSTALL A TEMPORARY ROCK DAMN UPSTREAM AND DOWNSTREAM. USING CUSS B RIPRAP
(050=13-) ON THE FRONT AND /57 STONE ALONG THE BACK TO MAKE THE DAMN IMPERMEABLE.
1 HAVE PUMP N PLACE FOR FLOWING STREAM TO PUMP WATER MGM UPSTREAM DAMN PASS THE
DOWNSTREAM DAMN TO DIVERT FLOW MOM STREAM CROSSING WRING CONSTRUCTM.
4. WRING CONSTRUCTION ON NORMAL FLOW THERE WILL BE SEEPAGE AND A SEDIMENT BAG ON A
STONE BED, SHALL BE USED TO PUMP SEEPAGE TO A SEDIMENT BASIN ONLY IF NEEDED WRING
COIISTRUCnON.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN PUMP AROUND AS NEEDED. ROUGH CRADE CROSSING -
6
. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
B.INSTAL DISSIPATOR PADS AT PPE OUTLETS
9. INSTALL PROTECTIVE GROUND COVERS TO PROVIDE PERMANENT EROSION PROTECTION AND IMPROVE
VISUAL QUALITY, BUT NOT INTERFERE MM DRIVER LINE OF SIGHT FROM INE ROADWAY.
10. STABILRE ALL DISTURBED AREAS BEFORE DIVERTING WATER THROUGH STREAM CROSSING.
11. UPON COMPLETION OF CROSSING NTH AREA STABILIZED, THE UPSTREAM AND DOWNSTREAM DAM
MAYBE REMOVED.
12.REMOVE PUMP AROUND AND SEDIMENT BAG PUMP IF IN USE.
IS PUMP AROUND DETAIL IS LOCATED ON SHEET C-13.
14. ENSURE MAT PERMANENT MEASURES NEEDED TO CONTROL EROSION FROM ROAD WATER RUNOFF
(MUM AS RIPRAP AND PAVED CHANNELS, PAVED FLMM OR RIPRAP OUTLET PROTECDON) MEET
ALL CONSTRUCTION REQUIREMENTS FOR THOSE PRACTICES
STREAM CROSSING PIPE B
111=50'
ST'RtUCTURE# TOP STRUCTURE HEIGHT DESCRIPTION
CS -1
425,88
10.92'
Cub Inlet
CB -2
423.80
10.63'
Cub Inlet
CB -3
423.80
10.89'
Cub Inlet
EX -CB
425.95
11.38'
Storm Junction Bax
FES -1
416.92
71T
Flared End Section
LEGEND
10,000 SF
=MAXIMUM IMPERVIOUS ALLOWED
PIPE 8
DIAFROM
WETLANOAREA
UPSTREAM
INVERT
HATCH AREA DENOTES FLOOD HAZARD SOIL
'
ADJUSTEDIMTH TOPO
FEST - CB -2
NEUSE BLUFFER (ZONE 1)
;fes
FEMA 100 YEAR FLOOD PLAIN LIMITS
Pipe A2
36
CB -2 -CB -3
100 NEI BE RIVER RIPARIAN BUFFER
EB OVN
SCALE 1'=100'
Me
0 160' 200'
CAQ
?O f Ofv.SSio�.: 9.e
:y :
_ D3437 �.374 c c
02/21/2017
$o
^ E
wC�Q
FF
w� m z 0 00
�pom OU VU
U b N
u >
Q�a� '" uwi uWiuwi
ro o
L^ O 2
Ul
~ m Ul F W£ E
Ras
$,a � Ky�y••� K
~ WWW
iO Q Qw
7
e'or 333
0 bbbr�
w NNNry
Q O C -•.i rN
vi DATE
05/24/16
n
DRAWN 8Y
J. DOOLEY
• DESIGNED BY
• B. MCLAMB
• CHECKED BY
J. CHANDLER
• • SCILLE
• PER PIAN
•
•
•
STORM PIPE TABLE
PIPE 8
DIAFROM
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT SLOPE LENGTH DESCRIPTION
Pipe Al
24'
FEST - CB -2
414.50
414.31 0.57%
33.11 LF 24 inch Concrete Pipe
Pipe A2
36
CB -2 -CB -3
414.11
413,11 4.OD%
25.00 LF 36 Inch Convete Pipe
Pipe A3
36
CE -3 -
41291
411.71 4.00%
30.00 LF 36 inch Conmete Pipe
Pipe F
3r
- CB -1
415.57
415.16 1.00%
40.94 LF 30 inch Comate Pipe
Pipe G
1 30-
CB -1 - CB -2
414.06
414.31 1 1.00%
1 64,77 LF 1 30 t.h Conuete Pipe
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05/24/16
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DRAWN 8Y
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• DESIGNED BY
• B. MCLAMB
• CHECKED BY
J. CHANDLER
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GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
.._
PIN TitYD 0.'J '.
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
C
t •
HIGH QUALITY
Volume
A{ •''t:5 ; •.
WATER(HOW)ZONE
7 DAYS
NONE
(D z
I 10 FROM: BANK)
IF SLOPES ARE 10 OR LESS IN
SLOPES STEEPER
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 3:1
(50' FROM BFNK)-�
THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1
:11 .
7 -DAYS FOR SLOPES GREATER
OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS
12+00
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
MATTING OR EQUI
AND HOW ZONES)
-EXCEPTIONS OF TIME MAY BE APPROVED BY THE PERMI TTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPUANCE IMPRACTICAL." - (SECTION II. 13(2)(b))
NOTE 1'
AREAS WILL BE STABILIZED PER THE GROUND STABILIZATION CHART AFTER ANY GRADING.
NOTE 2.
ALL BASINS SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT EXCEEDS 1' IN 24 HOURS.
NOTE 3.
SEDIMENT BASINS WALL BE INSTALLED WHERE STORM DRAINAGE PIPE IS LOCATED. I.E.
PIPES WILL BE LEFT SHORT AND EXTENDED THROUGH BASIN AREAS AFTER SITE HAS BEEN
STABILIZED.
SLOPE STABILIZATION REQUIREMENTS
3:1 AND FLATTER -GRASS
3:1 TO 2'1 SLOPE --ADAPTIVE PLANTS (SHRUBS AND VINES)
2'.1 TO 1.5.1 RIP RAP
STEEPER THAN 15 TO 1 -RETAINING WALL
NOTE 4.
MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY.
NOTE 5:
ONCE SITE HAS BEEN STABILIZED AND PRIOR TO ISSUANCE OF CERTIFICATE OF
COMPIETION. SITE WILL BE EVALUATED TO ENSURE THAT DIFFUSE FLOW HAS BEEN
OBTAINED BEFORE STORMWATER ENTERS BUFFERS. IF DIFFUSE FLOW HAS NOT BEEN
ACHIEVED, THEN LEVEL SPREADERS MUST BE INSTALLED AS PER PIAN.
DISTURBED AREA -6.00 AC.
(CLR) INDICATES THE LIMITS OF ULTIMATE DISTURBANCE FOR HOPKINS TRACE - PHASE Z
SEDIMENT BASIN REMOVAL
I) REMOVE BASINS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSION FROM
WAKE COUNTY ENGINEER.
2) REMOVE TARP AND ALL NON DIRT AND/OR ROCK MATERIAL
3) USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.
4) SEED AND STRAW APPROPRIATELY.
5) INSTALL CHANNELS AND EXTEND PIPE IF REQUIRED.
N'F j
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gaLDER^a INC. j
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Name
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TEMPORARY CONSTRUCTION
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,
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111"c4
KI`.IB-cP,LY S.IAPIERP� ,,'.
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From
ZOrzERT
!I('n, INC.
,
C
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Volume
A{ •''t:5 ; •.
2CO' V:ATER SUPPLY
vi t L,
WATERSHED BUFFER
(D z
I 10 FROM: BANK)
emifonmental inspector and obtain a Certificate of Compliance10,000_SF^,^;
6 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade�.'+...TD
100' NEUSE RIVER
x i•t` Lttt
RIPARIAN BUFFER
;L`ll
(50' FROM BFNK)-�
0.18
065
:11 .
0.85
2.OD%
UNREINFORCED
it
10+35
NOTE 1'
AREAS WILL BE STABILIZED PER THE GROUND STABILIZATION CHART AFTER ANY GRADING.
NOTE 2.
ALL BASINS SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT EXCEEDS 1' IN 24 HOURS.
NOTE 3.
SEDIMENT BASINS WALL BE INSTALLED WHERE STORM DRAINAGE PIPE IS LOCATED. I.E.
PIPES WILL BE LEFT SHORT AND EXTENDED THROUGH BASIN AREAS AFTER SITE HAS BEEN
STABILIZED.
SLOPE STABILIZATION REQUIREMENTS
3:1 AND FLATTER -GRASS
3:1 TO 2'1 SLOPE --ADAPTIVE PLANTS (SHRUBS AND VINES)
2'.1 TO 1.5.1 RIP RAP
STEEPER THAN 15 TO 1 -RETAINING WALL
NOTE 4.
MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY.
NOTE 5:
ONCE SITE HAS BEEN STABILIZED AND PRIOR TO ISSUANCE OF CERTIFICATE OF
COMPIETION. SITE WILL BE EVALUATED TO ENSURE THAT DIFFUSE FLOW HAS BEEN
OBTAINED BEFORE STORMWATER ENTERS BUFFERS. IF DIFFUSE FLOW HAS NOT BEEN
ACHIEVED, THEN LEVEL SPREADERS MUST BE INSTALLED AS PER PIAN.
DISTURBED AREA -6.00 AC.
(CLR) INDICATES THE LIMITS OF ULTIMATE DISTURBANCE FOR HOPKINS TRACE - PHASE Z
SEDIMENT BASIN REMOVAL
I) REMOVE BASINS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSION FROM
WAKE COUNTY ENGINEER.
2) REMOVE TARP AND ALL NON DIRT AND/OR ROCK MATERIAL
3) USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.
4) SEED AND STRAW APPROPRIATELY.
5) INSTALL CHANNELS AND EXTEND PIPE IF REQUIRED.
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Name
STA
TEMPORARY CONSTRUCTION
D.
C
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Slope
Matting Type
P 2. Install erosion control measures based on the approved erosion control plan
From
To
!I('n, INC.
,
C
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Volume
7 Offsets
LEGEND
orifice
3. Call Charles Phillips at 919-7968769 for on site inspection by
"
(D z
=MAXIMUM IMPERVIOUS ALLOWED
emifonmental inspector and obtain a Certificate of Compliance10,000_SF^,^;
6 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade�.'+...TD
1L•'-
AREA
LT
10.35
12+00
0.18
065
7.28
0.85
2.OD%
UNREINFORCED
RT
10+35
12+00
6.70
040
7.28
19.51
2.0096 5750
MATTING OR EQUI
LT
12+00
15+22
0.12
0.65
7.28
0.57
2.10%
UNREINFORCED
RT
12+00
15+22
L51
0.40
7.28
4.40
2.10%
UNREINFORCED
LT
15+22
18+76
0.13
0.65
7.28
0.62
6.80%
UNREINFORCED
RT
15+22
18+76
6.25
0.40
7.28
18.20
6.80% PRIM MATTING OR EQUI
LT
18+76
26+45
0.4
0.65
7.28
1.89
1.60%
UNREINFORCED
RT
18+76
26+45
3.44
0.40
7.28
10.02
1.60%
UNREINFORCED
LT
26+05
30+44
0.27
0.65
7.28
1.28
5.40%
UNREINFORCED
RT
26+45
30+44
11.76
0.40
7.28
34.25
5.40% P550 MATTING OR EQUI
LT
30.44
32+88
0.20
065
7.28
0.95
3.60%
UNREINFORCED
RT
3D+44
32+88
0.78
0.40
7.28
2.27
3.60%
UNREINFORCED
2 Offsets
LT
10+00
11+34
0.53
0.45
7.28
1.74
3.00%
UNREINFORCED
RT
10+00
11+34
0.36
OAS
7.28
1.18
3.00%
UNREINFORCED
TEMPORARY CONSTRUCTION
1. Schedule a precanz6uclon conference with the Environmental Engineer
ENTRANCE
,
•}/
tbF
I„ SL".iJERS I:IC.
P 2. Install erosion control measures based on the approved erosion control plan
t
Basin
Ba
!I('n, INC.
,
C
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Volume
3
LEGEND
orifice
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"
(D z
=MAXIMUM IMPERVIOUS ALLOWED
emifonmental inspector and obtain a Certificate of Compliance10,000_SF^,^;
6 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade�.'+...TD
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AREA
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6
OUTLET(TYP) -
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GRAVEL ' } ' ` OR EQUIVALENT I ;,r P550 TTING z
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CONSTRUCTION 1 i1° 'S a+l; RONADc.M DISTURBANCE
ENTRANCE 507(30 til rrl MiARGIE SCNAT2
1 •' ill i!L •. G
ZO+IER-1QY * GREGOP.Y J.6
••a i. `A.i : I JACOLELIEA SEAIASTER
PIN: 0782-1"1)93
R-4DAI
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WAKE COUNTY CONSTRUCTION SEQUENCE
TEMPORARY CONSTRUCTION
1. Schedule a precanz6uclon conference with the Environmental Engineer
ENTRANCE
w--I,--:r-
f
a Chades Phillips 91&7968769. Obtain a land disturbing permit
-w-
U.101EDI.RBANCE
P 2. Install erosion control measures based on the approved erosion control plan
CHECK DAM
Basin
Ba
Clear only as necessaryto install these devices. Install permanent risers for Dry
Da IAc)
C
= diversions, berms and basins immedately after construction.
S.F.
Volume
3
LEGEND
orifice
3. Call Charles Phillips at 919-7968769 for on site inspection by
"
(D z
=MAXIMUM IMPERVIOUS ALLOWED
emifonmental inspector and obtain a Certificate of Compliance10,000_SF^,^;
6 4. Begin clearing and grubbing. Maintain devices as needed. Rough grade�.'+...TD
1L•'-
AREA
9 5. Install storm sesver(T shovm) and protect inlets v4th Nock and gravel
Idl
HATCH AREA DENOTES FLOOD HAZARD SOIL
inlet controls sedment traps or other approved measures m shown on
etheq Begin constructing building etc
size (int)
ADJUSTED WATH TOPO
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3
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paving, ditch Wrings, etc Seed and mulch denuded areas per ground
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NEUSE BUFFER (ZONE 1)
R stabilization time frames
>_ O
SKIMMER BASIN 1
i 7. When consWwon is complete and all areas are stabilized completely,
r.: ;r,,';:' �.: �.
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FEMA 100 YEAR FLOOD PLAIN LIMITS
? call Chades PhiniM at 919-7968769 for an inspection by the
15,081
27,414
environmentalengineeT.
4
2.5
9
cc
100' NEUSE RIVER RIPARIAN BUFFER
8. If site is approved, remove temporary diversions, sift fencing, sediment
P basins, etc and seed out or stabile any resulting bare areas All
dimensions)
remaining permanent erosion control devices (such as velocity dssipators)
:5
5 should be installed now Remove skimmers from sedment basms to convert
temporary skimmer basins into permenant so -ter control measures.
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9. when vegetation has become estadished, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-6769. Obtain a
SKIMMER BASIN
Certificate of Completion.
4.30
0.42
I ! i
1B/gIN.81
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SUPPER
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A '.�.E�:1. ry• r
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1 '' 121'
MF i
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EE. 0VGEdJN I MICHAEL W.4 I MILTMEL 5.45fWaIpNL DEATON7 RONAIDD.4VICTOPoA N£BERPmCE j
i Put: O>8?-i52Xlei THMYSTAC.SURNii E RIKD71 _154,580 j MN:07S2-150351
•'• \ i ZOHEO;R+D.V i PiK D75'-'150)51 I ZONED'P.JDN ZONED: R-1ON
TCO' NEUSE RIVER
RIPARIAN BUFFER I 7 r+F
\ i j
N /SUSAL 4 DAWD L YMT
( 1 RK
07R2 BteS
` ' ZOFIFD: R�ae7
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
w--I,--:r-
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Skimmer
CHECK DAM
Basin
Ba
DIST. AREA
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025
S.F.
Volume
Basin Dimensions
Skimmer
orifice
Weir(R)
(D z
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size (int)
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SKIMMER BASIN 1
2-30
15.23
0.42
34.7
15,081
27,414
detention pond
4
2.5
35
cc
dimensions)
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SHEE.o �
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2.79
4.30
0.42
9.8
4,258
7,740
detention pond
3
1.25
10
dimensions)
1B/gIN.81
'Y.s>!",+...s ,_f�f,•'- .✓'30' ER
SUPPER
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L 1:CT 141' ------------ : 1 A {
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MF i
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EE. 0VGEdJN I MICHAEL W.4 I MILTMEL 5.45fWaIpNL DEATON7 RONAIDD.4VICTOPoA N£BERPmCE j
i Put: O>8?-i52Xlei THMYSTAC.SURNii E RIKD71 _154,580 j MN:07S2-150351
•'• \ i ZOHEO;R+D.V i PiK D75'-'150)51 I ZONED'P.JDN ZONED: R-1ON
TCO' NEUSE RIVER
RIPARIAN BUFFER I 7 r+F
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( 1 RK
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EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
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as si F.10 c
TEMPORARY STREAM CROSSING
' I TEMPORARY STREAM CROSSING CONSTRUCTION SEQUENCE
1. NSTA11 EROSION CONTROL MEASURES ON SATE PER PIANS
( z KEEP CLEARVIG AND EXCAVATION OF TIE S- RANKS AND REO. AND AFPROACH TO A MIVA M.
j 3. BEGIN CIFARINO AND GRUBBING. MANTAIN PUMP AROUND AS NEEDED. ROUGN GRADE CROSSING
i 4. INSTALL FILTER CLOTI AS NECESSARY.
I 5. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY PER TEMPORARY CROSSING DETAL
1 !� 6. NSTALL PROTECTV E ORIXIM COVERS TO PROVIDE TEMPORARY EROSION PROTECT
j IJj 1. STABILIZE ALL DISTURBED AR EAS.
a. ONCETEMPORARYCROSSNGISNOLONGERNEEDED,AREATORERESTOREOTOPRE4TEVELOMa T
CONDITIONS.
L _ -
T ---'
- ]
1
_
1
LIMITS OF DISTURBANCE = 6 ACRESwool.,
4
TEMPORARY STREAM CROSSING
I"=50'
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SCALE 1"=100'
0 100 200'
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ENERGY DISSIPATOR DESIGN
1ES-1 1
416.92
777
STORM DRAINAGE DESIGN
36 inch Concrete Pipe
Pipe A3
36-
C
412.91
411.71 4.00%
�1
LOCATION
DISCHARGE
30-
PIPE DESIGN
OUTLET@ a(.M1
PIPE
050
30 inch Concrete Pipe
Pipe G
3a'
1 C13-1 -CS-2 1
414.96
414.31 1 1.00%
(FPS)
On.) (FPS)
30 inch Concrete Pipe
g
-- - - - - -r
_
I (INh�
PIPE
LENGTH
Pipe A3 31.14
36 3.97% 4.45 77x24',24'
1T
Pipe ID INLET TYPE
-
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m
Oz V
uu
IB 2.38% 5.08 18,36'Y21'
1T
_
(HOPE)
PIPE R
78 7.88% 3.72 BY16t78^
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ROADA-PLAN VIEW
Pipe 8 WHm&,,M Headwall
0.40 4.07 39.77
15. it 61.79 48.00
64.00 409.00 107.
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ca 1" 1
11 '
l;ti,, PIN: 0782-16-0795
N/F
GREGORY J. &
t '•
.i
-
: ZONEDR4000
10.97
•'
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JACQUELINE A. SEAMSTER
DESIGN STORM:
1
ti.S 1
PIN: 0782-16-0393
viii
25YEAR
1':; t
ZONED: R -40W
ENERGY DISSIPATOR DESIGN
1ES-1 1
416.92
777
'FOR PIPE B, USE NCOOT STANDARD DRAWING 838.01 LOW POINT STA = 12415.58
LOW POINT ELEV = 423.01
PVI STA = 11477.93
PVI ELEV - 420.95
AD. = 7.61%
435:
430
425
!20
R
t
6 !15
j 410
N
J
°p 405
9-00 1G400 11400 12.00
L
50 RIGHT OF WAY
R 2(Y PAVEMENT B
0.
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FlLL
RESIDE- STREETS
TYPx-CROSS SECTION
ws
EB OVN
VERTICAL SCALE 1^ = 5'
SCALE 1-=50'
0 50 100
STORM STRUCTURE TABLE
Bailey's Landing
TOP
STRUCTURE HEIGHT
ENERGY DISSIPATOR DESIGN
CB -1
425.88
10.97
STORM DRAINAGE DESIGN
CB -2
423.80
10.63'
DESIGN STORM:
10 YEAR
423.80
10.89'
DESIGN STORM:
25YEAR
426.95
11.38'
ENERGY DISSIPATOR DESIGN
1ES-1 1
416.92
777
STORM DRAINAGE DESIGN
36 inch Concrete Pipe
Pipe A3
36-
LOCATION
412.91
411.71 4.00%
�1
LOCATION
DISCHARGE
30-
PIPE DESIGN
OUTLET@ a(.M1
PIPE SIZE SLOPE VELOCITY DISSIPATOR
050
30 inch Concrete Pipe
Pipe G
3a'
1 C13-1 -CS-2 1
414.96
414.31 1 1.00%
(FPS)
On.) (FPS)
30 inch Concrete Pipe
g
-- - - - - -r
_
I (INh�
PIPE
LENGTH
Pipe A3 31.14
36 3.97% 4.45 77x24',24'
1T
Pipe ID INLET TYPE
C A (AC)
C•A O (c1e1 SIZE On.)
tRl INV IN INV OUT
Pipe B 63.78
IB 2.38% 5.08 18,36'Y21'
1T
(HOPE)
Pipe 5.52
78 7.88% 3.72 BY16t78^
E
ROADA-PLAN VIEW
Pipe 8 WHm&,,M Headwall
0.40 4.07 39.77
15. it 61.79 48.00
64.00 409.00 107.
Poe D IS."
30 4.78% 3.96 17,24'x24^
tT
50* RIW, 29 PAVEMENT
'FOR PIPE B, USE NCOOT STANDARD DRAWING 838.01 LOW POINT STA = 12415.58
LOW POINT ELEV = 423.01
PVI STA = 11477.93
PVI ELEV - 420.95
AD. = 7.61%
435:
430
425
!20
R
t
6 !15
j 410
N
J
°p 405
9-00 1G400 11400 12.00
L
50 RIGHT OF WAY
R 2(Y PAVEMENT B
0.
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6 'UBC w
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FlLL
RESIDE- STREETS
TYPx-CROSS SECTION
ws
EB OVN
VERTICAL SCALE 1^ = 5'
SCALE 1-=50'
0 50 100
STORM STRUCTURE TABLE
STRUCTURE 0
TOP
STRUCTURE HEIGHT
DESCRIPTION
CB -1
425.88
10.97
Curb Inlet
CB -2
423.80
10.63'
Curbinlet
CS -3
423.80
10.89'
Curb Indet
EX -CB
426.95
11.38'
Sto m Junaion Box
1ES-1 1
416.92
777
Flared End Section
D- BY
J. DOOLEY
•
STORM PIPE TABLE
LOW POINT STA = 18427.12
B. MCLAMS
PIPER
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT SLOPE LENGTH
DESCRIPTION
Pipe A7
24'
FES -1 - C&2
414.50
414.31 0.57%
33.11 LF
24 inch CDnaete Pipe
Pipe A2
36^
C&2 -CS -3
414.11
413.11 4.00%
25.00 LF
36 inch Concrete Pipe
Pipe A3
36-
CS -3 -
412.91
411.71 4.00%
30.00 LF
36 inch Concrete Pipe
Pipe F
30-
-CB-1
415.57
415.16 1.00%
40.94 LF
30 inch Concrete Pipe
Pipe G
3a'
1 C13-1 -CS-2 1
414.96
414.31 1 1.00%
64.77 LF 1
30 inch Concrete Pipe
D- BY
J. DOOLEY
•
DESIGNED BY
LOW POINT STA = 18427.12
B. MCLAMS
•
CNEMD BY
J. CHANDLER
• •
LOW POINT ELEV =416.60
•
PER PLAN
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ROAD A- PROFILE VIEW
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I05/24/16
0
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ROAD A PLAN AND PROFILE
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TOP ELEVATION OF STMMWATER
STORE__—
/5 WASHED IMAX.
EXISTING SLOPE EXISTING
p ROADWAY
/1 RIP–RAP
VARIES
I EXISTING SLOPES 1 SIDE VIEW /
50' MIN.
BUT -ENT TO KEEP
IIID■■ ■ ■ ■ ■ ■■■■■■.'lull
%1'1,
SED ENT ON SITE
2-3' STONE TO BE USED'
25' OR WIDTH OF
(SURGE STONE OR RAILROAD .-
PROPOSED STREET,
. BALLAST)... '.
fr •sx
RAf1 8
WHWCHHEVER IS
,IIIA[
B
GREATER.
NOTES:
PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH MAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE. THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD DR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
MU_ REWIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STORE AND REPLACEMENT WITH FRESH STONE.
VARIES °pNCR i PLAN VIEW
HEIGHT h WIDTH DETERMINED BY
EKISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
OV -1, KEY RIP RAP INTO ME DASA 35' MIN. 1S• IMV. NEW CONSTRUCIKIN
FOR ST481LIZATOJ. EXISTING ROADWAY
I KEYED RIP RAP
12' MIN.
�#5 WASHED STONE 6- U.N.
FRONT VIEW EBD"G G+WNo FABRIC UNDER STONE
STEP SEQUENCE
NOTE: REMOVE PREVENT
DAMAGE A TO CH N FROM BEHIND CROSS SECTION
CHECK DANS TO PREVENT EDTH 10 CHANNEL VEGETATION,
ROW SHOULD BE uA1NTNNED THROUGH TME DAY.
AK
OUNT
STANDARD CHECK DAM STANDARD CONSTRUCTION ENTRANCE
Sr[¢ rE of
HAX.— ua, \ Tr
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STORE OUTLET IS COVERED.
2. REPLACE STORE AS NEEDED TO ENSURE DEWATERING.
aunt WW[ rENC[ MD wnowAAE CWTH raTER
F. 1. iEBEEE or,
U
SECTION VIEW
COUN
_ STANDARD SILT FENCE OUTLET
NOTE:
1. USE SALT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
90
I
L
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
x.
A
6- MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
SCREEN ACCESSIBLE THRDUGH DOOR
FLEXIBLE
(RADIATOR
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
lQ.,= ANa
P .tr> MP
SECTIL HRtsEC TIMTTHRU WE1[EIRVEIR
F "IN FREEBOARD OR OF BERN
IMFLFpy BAFFLES (STB) MERGENCY
STR 7URE m SPILLWAY
Y
1` y\ ELEVATION
DE ATM NO
ZONE
DISSIPATER
PAD
RIP RAP
INLET SHALL BE CNP OUTLET PIPE
PROTECTED (AS NEEDED) CROSS SECTION
FROM EROSION WITH
RIP AP. TARP, MATTING
OR EWIVALENT.
WBASH SIHOIAD BE CLEANED PUT WREN CMAQTY REACHES M ELEVATRN RCPRESENTUIG THAT THE BASH 6 1-
2) THE 1— USED TO PROTECT MIRE WER SHALL BE THE Wit. SPE— THE U CM of M TAF SHALL BE .—
TO AVM(ABLE SUPPLY. F NULEPLE IMPS ARE TO BE USED. THEN IMPS 9MLL BE OKRLAPPED AT U:ABI 13'. THE
UPSTREAu 12' TMF SHALL OVERLAP THE DONNSTBEAu TMP. THE TMF SHALL BE 50 NL HEAVY DUTY SAKI TARPAUUNS
OR EOVIvu£Ni fat M.V. IKSISTANN(X.
3) PROVIDE A .11— OF THREE PMEUS BAPnES TO EVENY DISTRIBUTE fLOA' AMM THE BASK. REDIIOUO TURBUADME.
A) BAfRE uAIERIAL uv5i BE SFWRCD AT D2 BDiTOu AND MOPS USWO STAPLE OR BY 1RENCHND AS FOR A MLT fCNCE
S) uDST 0<'HE SEDIMENT WLL AC—LATE R ME FIRST BAY. SO THIS SNWW BE BEADLY AVAILABLE Fat uAUTEIA.-
6) EVION THE XTOR
1) POND SHALL -1 BE CCONVEa— rice S—TE. USE ux�iAPPaTOVEO BVU[xWNaWE� u CNpkIR.1FN d0u mE ICP of
STANDARD SKIMMER BASIN
rt.AIN YLEW NOTE
1. L - THE LENGTH OF THE RIPRAP APRON.
2. d - 1.5 TRIES THE MAXIMUM STONE DIAMETER BUT NOT
LESS MAN 6- (INCHES).
_ 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
LSH "STALLED BETWEEN ME RIPRAP AND SOIL FOUNDATION.
d
L FILTER
FABRIC
SECTION'A-A•
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
BARREL PIPE LONGER THAN SHOWN,
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT MIEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ORE–HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY.
3. PROVIDE PAINT MARK ON RISER AT 12' HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
A. INSTALL ALL COMPONENTS OF PWD EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEDNING CLEARING OPERATIONS
FAIRCLEIMSIOMMER
OR APPROVED EQUAL
DIAMETER: PER PLAN
INSTALL PVC TEE HATH
SCREW TYPE PLUG
ONCE SKIMMER IS REMOVED
AND P-0 HID LONGER OPERATES
AS A TEMPOfARY SEDIMENT BASIN
FLEXIBLE PIPE
PRNMRYWATER QUALITY ORIFICE INVERT
PVC MAIN DIAMETER: SEE PLAN
INSTALL (1RIFKE
IN BOTTOM OF PVC TEE H
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
Ir DM. CDR. Pus RC RI
CUT IN HLF AHD PUCE
AGAINST RISER -BACKFILL
WITH M57 STONE (Ir DEEP)
SKINNER BASIN TIE4 TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1. Schedule a piewnstruchon conference with the EnNronmental Engineer
Charles Phillips 919-796-8769. Obtain a land disturbing pernVL
2. Install erosion control measures based on the approved erosion control plan
Gear only Be, necessary to instant these devices. Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to riser per detail. Seed temporary
diversions, berms and basins immediately alter construction.
3. Call Charles Phillips at 919-7964769 for on site inspection by
environmental inspector and obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices as needed. Rough grade
S. Install storm sever(if shovm) and protect inlets With block and gravel
inlet controls, sediment baps or other approved measures as shown on
the plan. Begin constructing budding, etc.
6. Stabilize site as areas are brought up to finish grade With Vegetation,
paving, ouch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and an areas Bre staNized completely,
cab Charles Phillips at 919-7964769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to sto-Water use prior to completing any related Work. If site 6
approved, remove temporary diversions. sin fencing, sediment basins,
etc., and seed out or stabi¢e any resultingbare areas. Ant remaining
permanent erosion control devices (such as velocity disMpatars) should
be installed rbw. Remove skimmers from sediment basins to convert
temporary slammer basins into permenant stormwdter control measures.
9. When vegetation has became established. call for final site inspection by
Environmental Inspector, Charles Phillips at 919-7964769. Obtain a
CerlKcate of Completion.
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NOTE:
1. USE SALT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
90
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STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
FILL SLOPE
x.
A
6- MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
SCREEN ACCESSIBLE THRDUGH DOOR
FLEXIBLE
(RADIATOR
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
lQ.,= ANa
P .tr> MP
SECTIL HRtsEC TIMTTHRU WE1[EIRVEIR
F "IN FREEBOARD OR OF BERN
IMFLFpy BAFFLES (STB) MERGENCY
STR 7URE m SPILLWAY
Y
1` y\ ELEVATION
DE ATM NO
ZONE
DISSIPATER
PAD
RIP RAP
INLET SHALL BE CNP OUTLET PIPE
PROTECTED (AS NEEDED) CROSS SECTION
FROM EROSION WITH
RIP AP. TARP, MATTING
OR EWIVALENT.
WBASH SIHOIAD BE CLEANED PUT WREN CMAQTY REACHES M ELEVATRN RCPRESENTUIG THAT THE BASH 6 1-
2) THE 1— USED TO PROTECT MIRE WER SHALL BE THE Wit. SPE— THE U CM of M TAF SHALL BE .—
TO AVM(ABLE SUPPLY. F NULEPLE IMPS ARE TO BE USED. THEN IMPS 9MLL BE OKRLAPPED AT U:ABI 13'. THE
UPSTREAu 12' TMF SHALL OVERLAP THE DONNSTBEAu TMP. THE TMF SHALL BE 50 NL HEAVY DUTY SAKI TARPAUUNS
OR EOVIvu£Ni fat M.V. IKSISTANN(X.
3) PROVIDE A .11— OF THREE PMEUS BAPnES TO EVENY DISTRIBUTE fLOA' AMM THE BASK. REDIIOUO TURBUADME.
A) BAfRE uAIERIAL uv5i BE SFWRCD AT D2 BDiTOu AND MOPS USWO STAPLE OR BY 1RENCHND AS FOR A MLT fCNCE
S) uDST 0<'HE SEDIMENT WLL AC—LATE R ME FIRST BAY. SO THIS SNWW BE BEADLY AVAILABLE Fat uAUTEIA.-
6) EVION THE XTOR
1) POND SHALL -1 BE CCONVEa— rice S—TE. USE ux�iAPPaTOVEO BVU[xWNaWE� u CNpkIR.1FN d0u mE ICP of
STANDARD SKIMMER BASIN
rt.AIN YLEW NOTE
1. L - THE LENGTH OF THE RIPRAP APRON.
2. d - 1.5 TRIES THE MAXIMUM STONE DIAMETER BUT NOT
LESS MAN 6- (INCHES).
_ 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
LSH "STALLED BETWEEN ME RIPRAP AND SOIL FOUNDATION.
d
L FILTER
FABRIC
SECTION'A-A•
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
BARREL PIPE LONGER THAN SHOWN,
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT MIEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ORE–HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY.
3. PROVIDE PAINT MARK ON RISER AT 12' HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
A. INSTALL ALL COMPONENTS OF PWD EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEDNING CLEARING OPERATIONS
FAIRCLEIMSIOMMER
OR APPROVED EQUAL
DIAMETER: PER PLAN
INSTALL PVC TEE HATH
SCREW TYPE PLUG
ONCE SKIMMER IS REMOVED
AND P-0 HID LONGER OPERATES
AS A TEMPOfARY SEDIMENT BASIN
FLEXIBLE PIPE
PRNMRYWATER QUALITY ORIFICE INVERT
PVC MAIN DIAMETER: SEE PLAN
INSTALL (1RIFKE
IN BOTTOM OF PVC TEE H
ONCE SKIMMER IS REMOVED
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
Ir DM. CDR. Pus RC RI
CUT IN HLF AHD PUCE
AGAINST RISER -BACKFILL
WITH M57 STONE (Ir DEEP)
SKINNER BASIN TIE4 TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1. Schedule a piewnstruchon conference with the EnNronmental Engineer
Charles Phillips 919-796-8769. Obtain a land disturbing pernVL
2. Install erosion control measures based on the approved erosion control plan
Gear only Be, necessary to instant these devices. Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to riser per detail. Seed temporary
diversions, berms and basins immediately alter construction.
3. Call Charles Phillips at 919-7964769 for on site inspection by
environmental inspector and obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices as needed. Rough grade
S. Install storm sever(if shovm) and protect inlets With block and gravel
inlet controls, sediment baps or other approved measures as shown on
the plan. Begin constructing budding, etc.
6. Stabilize site as areas are brought up to finish grade With Vegetation,
paving, ouch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and an areas Bre staNized completely,
cab Charles Phillips at 919-7964769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to sto-Water use prior to completing any related Work. If site 6
approved, remove temporary diversions. sin fencing, sediment basins,
etc., and seed out or stabi¢e any resultingbare areas. Ant remaining
permanent erosion control devices (such as velocity disMpatars) should
be installed rbw. Remove skimmers from sediment basins to convert
temporary slammer basins into permenant stormwdter control measures.
9. When vegetation has became established. call for final site inspection by
Environmental Inspector, Charles Phillips at 919-7964769. Obtain a
CerlKcate of Completion.
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e - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
AIVIEWLESS MAN 6' (NCHES).
3. INA WELL-DEFINED CHANNEL EXTEND ME APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
ME MAXIMUM TAILWATER DEPTH OR TO ME TOP OF ME
BANK WIUCHEVER IS LESS.
'
I 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE__
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
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DATE TYPE PIµ1NG RATE
_ LOS/ACRE
MD, AM 15 -YAR 1 TALL FESCUE 300 IBS/ACRE
l ABRUZZI RYE 35 185/ACRE
YAR 1 -ANI IS TALL RSCF JOD LBS/ACREAPR 15 - AN W R41ED COMMON BERWDAGRASS 25 IBS/AWE(18TH) AA I -MIG 15 TAIL FESCUE AND 120 LBS/ACRENORTH
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SUD•'N HiBgOS JO IBS/AtltE
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MAR I - JUN 1 SEMA LESPEDEZA (SCARFED) 50 LBS/ACRE
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(YAR 1 -APR 15) ADD TALL FESCUE 130185/ACRE
YAR 1 - JAN 3D OR ADD WEE LOLEGRASS 10 LBS ACRE
(yAB 1 _JUN b) OR A00 IAn1E0 COM10N BEIRMNAGRA55 25185/SLOE
AN 1 -SEP i ^'TALL FESCUE AND 120185 ACRE
•••BROMIiOP MILLET 35LBS/ACRE
•^OR SDR ­SWAN HYBRIDS OS 0185 CRE
INSALEPM6CARFFD i LBB ACRE
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SECT(ON'A-A' FABRIC
O O CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERWCE
FOR ADDITIMM INFORMATION CONCERNING OMER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. ME ABOVE VEGETATION RATES
1. PREPARE SOL BEFORE INSTALLING ROLLED EROSION CDNIRO PRODUCTS (RECP's), INCLUDING AVIV NECESSARY MPLFERTILIZER.ANDTN OF LIME. FERTZER, D SEED. ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHERSEEDING RATE COMBINATIONS ARE POSSIBLE.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT ME TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP % 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" b CM) OF RECP's ••TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
S DEARED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY
E%TENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP s WITH A ROW OF SIAPLES/STAKES APPROXIMATELY 12" (30 CN APART IN THE
BOTTOM OF THE FRENCH. BACKFRL AND CONAPCT THE TRENCH AFTER STAPUNG. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30 CM) PORTION DF COVER TO GROW OVER 12' IN XEIMT BEFORE MOWING. OMERIMSE
ACRfM BACK OVER SEED AND CP',. O SOL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW ON STAPLES/STAKES SPACED APPROXIMATELY 12" (b CM) FESCUE MAY BE SHADED OUT.
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DRECHON OF WATER FLOW IN BOTTOM OF CHANNEL. / RECP's WILL UNROLL WIN APPROPRIATE SIDE AGAINST ME SOIL SURFACE
RECP'O
HOULD BE PLACEDSTAPLETHROUCH TEACH OF THAKES IN E APPROPRIATE
DOTSOCORRESPMDNGS AS SHOWN NTO THE ME APE
WHEN BMUST BE SECURELY USING ME DOT SYSTEMA'TENED TO STAPLES/STAKES IL SURFACE
ENSTAPLE PATTERN. SEEDBED PREPARATION
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STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
UPSTREAM END OF
STORM DRAIN
ERGLOV
DATE
05/24/16
T 1/3 PIPE
DIAMETER
11
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4. PLACE CONSECUTNW
E RECP's END OVER END (SHINGLE STYLE) WIN A 4' - 6' (10 CM -15 CM) OVER. USE A DOUBLE RDW OF STAPLES STAGGERED 4' (10 CM)
APART AND 4' (10 CM) ON CENTER TO SECURE RECP's.
DEEP X 6" (15 CN) WIDE TRENCH. BACKFILL AND COMPACT ME TRENCH AFTER STAPLING. 5. ML LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (b CM) MART N A 6' (IS CM)
AOYGEM RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 GM -11.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS. W AVAILA&E,
Z.) RIP ME ENTIRE AREA TO 6 INCHES DEPTH.
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7. IN MGH FLOW CHARNEL APPLICATIONS. A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES 3.) REMOVE ALL LOSE ROCK. ROOTS. AND OTHER OBSTRUCTIONS
STAGGERED 4- (10 CM) APART AND 1" (10 CM) ON CENTER OVER ENTIRE WHOM OF THE CHANNEL. LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SUPERPHOSPHATE
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6' (15 CM) DEEP % 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND
NOTE: MIX WIN BOL (SEE BELOW).
• IN LOOSE SOL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM INCHES
J. DOOLEY
DESIGNED By
B. MCIAMH
CHECKED BY
APARTIALLY COMPLETED STORM DRAMS PLYWOOD
SBE PROTECTED AT THE END OF
EDAY IN ACCORDANCE ON THESE PLYWOOD INLET PROTECTION
��D[2TNLS, STEEL FENCE POST
(APICAL)
UPSTREAM END OF OVERFLOW
STORM DRAIN
A NOTE'
J CRITICAL POINTS • HgR12ONTN. STAPLE SPACING SHOULD BE MTERED
/ B IF NECESSARY TO ALLOW STAPLES TO SECURE ME
C A OVERUPS MID SEAMS ON
CRITICAL POINTS ALG THE CHANNEL SURFACE
B. PROTECTED WATER UNE
C. CHANNEL BOTTOM/SIDE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 ) MAY
BE NECESSARY TO PROPERLY ANCHOR 751E REG A.
DEEP. REASONABLY UNIFMM SEEDBED IS PREPARED 4 TO 6
SE SEED SE A FRESHLY PREPARED SEEDBED AND COVER AFTER
SEEDING. SEED 18i1RY MIM SEEDING EQUIPMENT OR CVLTIPACK
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B.) INSPECT ALL SEEDED MEAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN ME PUNTING SEASON. IF POSSIBLE. F
STAND SHOULD BE OVER 605 DAMAGED, REESTABLISH FOLLOWING
• •
J. GYANOLER
SDµE
PER PUNA
T 1/3 PIPE
ORIGINAL ONE. FERTILIZER AND SEEDING RATES.
.
.
11 DIAMETER
_ _ - - ► _ •'p:
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WASHED STONE FILTER
ACROSS PIPE INLET
9.) CONSULT CONMERSATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION WIER PERMANENT COVER IS
ESTABLISHED.
•APPLY. AGRICULTURAL LIMESTONE - 1 TMS/ ACRES (3
TMS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 IDs. / ACRE -10-10-10
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MULCH -2 TONS / AGREE E - SMALL GRASTRAW
ANOMER - ASPHALT EMULSION O 300 GALS./ ACRE
M
EFFECTIVE: 01/3 I/O
U U U STONE FILTER INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
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1. TEMP MY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR OVERT TO A SEMMENT CONTROL MEASURE M BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ME -HALF FULL.
OITCN SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT ON COVERED BY FILL
STABBI2E DIVERSION DITCH BERM WITH TEMPORARY SEEDING. MULCH NIM TAC, ARD/OR EROSION CONTROL NETTING-
"1".
WASTE MATERIAL-COMPACT1
SEED BMULCH AFTER
VARCONSTRUCTION OF DIH
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CROSS SECTIONAL VIEW
_-
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NOTES
I. BAFFLE MATERIAL SHOULD BE SEMILED AT THE BOTTON.AND SIDES
-_- - -- USING STAPIF4OR BY TRENCIUNG AS FO0.41Li FENCE.
- i TATHTo THE SEOB@NT WELL ACCVMVLATE IN THE IST BAY,
WHICH 318)LILD BE HEADILY.\t'ESS®L¢FOR MVNIENAIX'E0
__ 3.PILOVWE3BAFFl.F.S NSE TW/O R LESS THAN A FEET M LENGTH). MO%MEII_
5 BAFFLESFOXDRAINAGEAREASGILEATERTiIANM .ACRESBAFFLE aH.U1BETe0OAOWpEROS10NBLANKET.
TOPS OF BAFFLES SHDUID BE 20A'HNS LOWER MkN ME TOP OF THE EERMS
hV
SUPPORT RDPSUPPORT POST�08
TOM TO 11 INROBo7Frwero
e.oealDE SUPYOIiWIE
FENCE AND FABRIC
BURIED IN
eIEFIYOWf
I9`w TRENCH . I COIR NFHE OR SM IUP- STA'..D OR
SACKFRIED AND I 'TREACFIED ONTO BOTI'OAI O0. SBOE
CO\RAMD I
SECTION VEEW AT OPENING
0 DIAMETER OF PIPE
R t1 YMICHERR IS
GREATER
FLTER FABRIC
CAPACITY a PIPE CULVERTS
TOGEMER . BINK FULL FLOW
A
COARSE AGGREGATE EARN AN COVERED BY
6' DEEP LARGE ANGULAR ROCK
-III-III
_3.
-T- Tw
--' =
ELEVATION3
EARN FILE CARRED BY
EARANGULAR ROD(
COHSE AGGREGATE
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EFFECTIVE: OI/31/0
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RALEIGH OFFICE
•,YOR VISION ACHIEVED THROUH ORS. SalO Trinity Road, Ste 102 I Raleigh, NC 27607TIMMONS GROUP TEL
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919.866.9951 FAX [phone] www,h— ns.com ,•';j •• •' RkR; �,`e,
NORTH CAROLINA LICENSE NO. C-1652 tea �v nem'
DATE REVISION DESCRIPTION
BAILEY'S LANDING PHASE 4 OB/11 2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
Dy V S"1 n O F \ I1-15-2016 REVISED TOTAL SITE AREA
W $ w CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA S m o 12-z2-2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
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RAISE OR LOWER
OVER ORIFICE. TRA
GROUNDWATER
RACK TO EXPAND
BASE DIMENSIONS RISER (IN.)
THE TOP OF RIS
RIFICE
CONCRETE RISER
NO SCALE
TOP OF DAM �-^- 5- --I EL 406.0 D TH
ELEVATION I _ _ _ _
-EL 405.0 W
'AV ELEVATION _
ATE TRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
//\
CREST OF RISER r/NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
CENTERUNE \ FOR WATERPROOFING
\/ CONCRETE RISER OFDAM
ENO SECTION
BARREL
RIPRAP OUTFALL
PROTECTION
BARREL INV. IN ELEVATION I 5'%5'X4 CONCRETE
ANTI -SEEP COLLAR LOCATED BARREL INV. OUT ELEVATION
-CONCRETE ANTI -FLOTATION SLIGHTLY DOWNSTREAM
BLOCK Q BASE ELEVATION FROM CENTERUNE OF DAM
SEE TABLE FOR DIMENSIONS (MINIMUM 2' FROM PIPE
JOINT)
BMP
DRAIN
1 YR PEAK 1 YR PEAK POST -DEV
REQUIRED BASIN
BASIN VOLUME
EMERGENCY SPILLWAY
ANTI -FLOTATION ORIFICE INTO
ORIFICE
NUMBER
RE(ACRES)
PRE-DEV fLOW(CFS) FLOW(CFS)
VOLUME (CF)
PRONDED (CF)
LENGTH (FT)
BASE DIMENSIONS RISER (IN.)
ELEVATION
DETENTION
15.23
6.81 4.68
10,834
14,727
35
B'x8'x2' THICK 1.0
402.0
POND 11
404.0
401.0
402.0
15- RCP
50
401.0
399.5
gMP
70P OF BERM
EMERGENCY SPILLWAY
CREST OF RISER
TOP OF RISER
BOTTOM OF BASIN
BARREL
BARREL
BARREL INVERT IN
BARREL INVERT OUT
RISER
NUMBER
ELEV.
ELEV.
ELEV.
FOOTING ELEV.
ELEV.
DIAMETER (IN.)
LENGTH (FT.)
ELEV.
ELEV.
1 4.30
DETENTION
406.0
405.0
404.0
401.0
402.0
15- RCP
50
401.0
399.5
4'X4' RCP
POND )11
�
ZZ(n`s
_
H
w
W
BMP SIDES AND WEIR SHALL RAVE MAXIMUM SLOPES OF 3'1 UH FLAT 1tR U1MtNSiUINS SHUVVN not nl watt tLtvr,l lury yr ehalry
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
100 YR EL 413.34
7 10 YR EL 413_17 _-
1 YR EL 413.00
TOP OF DAM
ELEVATION
EMERGENCY SPILLWAY ELEVATION
ANTI -VORTEX TRASH
RACK BY PLASTIC
SOLUTIONS OR EQUAL
SEDIMENT DEPTH
INDICATOR ELEVATION
EL 412.0
INSTALL AN /
I DRAIN
IMPERMEABLE LINER
DRILL ORIFICE INTO
OF COMPACTED SOIL
RISER WITH PLASTIC
AS POND BASE SO
SOLUTIONS TRASH
THAT LINER WILL NOT
RACK (OR EQUAL)
RAISE OR LOWER
OVER ORIFICE TRASH
GROUNDWATER
RACK TO EXPAND TO
VOLUME (CF)
THE TOP OF RISER.
RIFICE
CONCRETE RISER
NO SCALE
1--
I 5 I EL 415.0 ' DEPTH
\ \\ __-_--_ �.--W-.�
414.0
7' ATENTRANCE
\ _
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
CREST IO RISER // NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
ELEVATION CENTERUNE \ FOR WATERPROOFING
CONCRETE RISER I OF OAM\�\/�
BARREL
BARREL INV. IN ELEVATION
CONCRETE ANTI -FLOTATION
BLOCK @ BASE ELEVATION
SEE TABLE FOR DIMENSIONS
ANTI -SEEP COLLAR LOCATED
SLIGHTLY DOWNSTREAM
FROM CENTERLINE OF DAM
(MINIMUM 2' FROM PIPE
JOINT)
OMP
I DRAIN
I 1 YR PEAK
1 YR PEAK POST -DEV
REQUIRED BASIN
BASIN VOLUME
EMERGENCY SPILLWAY
ANTI -FLOTATION
ORIFICE INTO
ORIFICE
NUMBER
REA(ACRES)
PRE -DEV FLOW(CFS)
FLOW(CFS)
VOLUME (CF)
PROMDED (CF)
LENGTH (FT)
BASE DIMENSIONS
RISER (IN.)
ELEVATION
DETENTION
1 4.30
1.61
0.79
2,839
4,466
20BxB'x2'
THICK
1.0
411.0
POND /2
x
En
�W
/� Z
V
�
ZZ(n`s
SECTION
RIPRAP OUTFALL
PROTECTION
BMI,
I TOP OF BERM
EMERGENCY SPILLWAY
CREST OF RISER TOP OF RISER
BOTTOM OF BASIN
BARREL
BARREL
BARREL INVERT IN
BARREL INVERT OUT
RISER
NUMBER
ELEV.
ELEV.
ELEV. FOOTING ELEV.
ELEV.
DIAMETER (IN.)
LENGTH (FT.)
ELEV.
ELEV.
DETENTION
415.0
414.0
413.0 410.0
411.0
15' RCP
50
410.0
409.5
4'X4' RCP
POND 12
x
En
�W
/� Z
V
�
ZZ(n`s
BMP SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3:1 OR FLITTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION QF I -IN
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
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BAILEY'S LANDING - PHASE 4
CONSTRUCTION DOCUMENTS
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2318 BAILEY MANOR DRIVE
RALEIGH, NORTH CAROLINA
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1" = 1000'
RELIANT PARTNERS, LLC
OWNER/DEVELOPER
3700 NATIONAL DRIVE, SUITE 211
RALEIGH, NC 27612
ZONED: R -40W
PIN # 0782-16-3357,0782-15-5093,
0782-15-2470, 0782-16-7214 PART,
0782-16-0795 PART
TOTAL ACRES (PHASE 4):22.42
NUMBER OF LOTS: 13
AVERAGE LOT SIZE: 57,546 SF
COVER
CVR
EXISTING CONDITIONS
C1.0
SITE PLAN
C2.0
GRADING AND DRAINAGE PLAN
C3.0
EROSION CONTROL PLAN
C4.0
ROAD A - PLAN & PROFILE
C5.0
ROAD A/B - PLAN & PROFILE
C5.1
EROSION CONTROL NOTES & DETAILS
C6.1
EROSION CONTROL NOTES & DETAILS
C6.2
GENERAL SITE NOTES & DETAILS
C6.3
GENERAL SITE NOTES & DETAILS
C6.4
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200'WA?fR SUPPLY
S' ATED BUFFER /l
/ (100' FROM BANK) _
FEMA 100 YEAR
FLOOD PLAIN LIMIT NEUSE RIVER
RIPARIAN BUFFER
� (50' FROM BANK)
200' WATER SUPPLY �
.WATERSHED BUFFER
(100' FROM BANK)
100' NEUSE RIVER
RIPARIAN BUFFER
(50'FROM BANK)
'JO�P` r ✓
` 30' WATER SUPPLY - 50 WATER SUPPLY
WATERSHED BUFFER WATERSHED BUFFER
(30' FROM BANK)
(SD' FROM BANK) -
♦ 1 / / - '' '-MA 100 YEAR 1 {
i
FLOOD PLAIN LIMIT
REMOVE GUARD RAIL
AT PROPOSED ENTRANCE. j (\
REPLACE CURB INLET
WITH MANHOLE COVER.
REMOVE (2)3(r
RCPS /
AND EX. MANHOLE J\
EX. 24' RCP - 100' NEUSE RIVER
RIPARIAN BUFFER
�- 30' WATER SUPPLY
WATERSHED BUFFER
(30' FROM BANK)
LEGEND
10000 SF =MAXIMUM IMPERVIOUS ALLOWED
WETLAND AREA
HATCH AREA DENOTES FLOOD HAZARD SOIL
ADJUSTED WITH TOPO
NEUSE BUFFER (ZONE 1) £B OVN
FEMA 100 YEAR FLOOD PLAIN LIMITS
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37338
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WATER SUPPLY WATERSHED BUFFER CROSSING
DRIVEWAY CROSSING THAT ACCESS SINGLE -GAMILY DWELLINGS PROVIDED'
D
THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY.
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS.
2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE (1);
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE FEET IN AREA.
4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN 60 DEGREES).
5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL 70 VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO
MEET THIS AND THE DISTURBANCE WIDTH STANDARD).
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE
COUNTY ENVIRONMENTAL SERVICES.
ROAD CROSSING (PUBLIC OR PRIVATE ROADS), PROVIDED:
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS.
2BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT -OF -WAV
OR EASEMENT WIDTH, OR IN NO CASE IS MORE
THAN 90 FEET WIDE.
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA.
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN 60 DEGREES).
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL TO VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO
MEET THIS AN THE DISTURBANCE WIDTH STANDARD).
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE
COUNTY ENVIRONMENTAL SERVICES. _
CL RAN � 1
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SECTION A -A
SYMMETRICAL CUL-DE-SAC
WITH NO CURB AND GUTTER
NTS
SITE DATA
- SUBDIVISION
- INITIAL TRACT SIZE = 23.13 AC (1,007.643 S.F.)
- ACREAGE RECOMBINED 70 EASTERN TRACT = 0.93 AC µ0,333 SF)
- ACREAGE ADDED TO SITE FROM EASTERN TRACT = 0.19 AC (8,089 SF)
- TOTAL TRACT SIZE = 22.39 AC (975,299 S.F.)
- TOTAL OPEN SPACE PROVIDED = 3.32 AC (144,736 S.F.)
- NUMBER OF LOTS = 13
- AVERAGE LOT SIZE = 1.32 AC (57.546 S.F.)
- LINEAR FEET OF STREET - 2,482 L.F.
- MAILBOX KIOSK IMPERVIOUS = 0.06 AC (2,614 SF)
- IMPERVIOUS IN STREET = 1.25 AC (54.450 S.F.)
- IMPERVIOUS IN LOTS = 2.98 AC (130,000 S.F.XMAX. 10,000 S.F./LOT)
- MINIMUM LOT SIZE = 0.919 AC (40.010 S.F.)
AREA OF STREETS = 2.91 AC (126,945 S.F.)
- TOTAL IMPERVIOUS AREA = 4.29 AC (187,064 S.F.)
• % IMPERVIOUS = 19.21%
- MINIMUM LOT WIDTH = 110'
- PIN 1110782-16-3357. 0782-15-5093, 0782-16-2470, 0782-16-7214 PART,
0782-164795 PART
-ZONING = R -40W
- TOTAL DISTURBED AREA = 6.0 AC.
STORMWATER CONTROL AND MANAGEMENT
IMPERVIOUS CALCULATIONS
NOTE: IMPERVIOUS AREA PER LOT TO BE LIMITED TO 10,000 S.F. THIS
LIMITS OF F.E.M.A 100 YEAR FLOOD HAZARD AREA BASED ON AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY.
F.E.M.A. COMMUNITY PANEL # 3720078200 J WAKE COUNTY TOOL V2.1 WAS USED FOR ALL STORMWA7ER
DATED MAY 2.200& CALCULATIONS.
AREA REMOVED FROM /
/r SITE AND RECOMBINED
/ TO EASTERN TRACT /
PIN: 0782-16-4686 _ 200' WA?fR SUPPLY
/
AREA 40,333 SF ' WATIP4SHED BUFFER
/ (100' FROM BANK)
/ FEMA 100 YEAR /
z FLOOD PLAIN LIMIT -� 100' NEUSE RIVER
..-.. RIPARIAN BUFFER
(50' FROM BANK) --,�
NOTES:
- PRESENT LAND USE IS VACANT, WOODED AND FALLOW.
- STREETS WILL HAVE A SO- RAN.
- ALL RADII A7 STREET INTERSECTIONS ARE 25'.
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARDS.
WATER SYSTEM WILL CONSIST OF INDIVIDUAL WELLS.
- SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING
CONSTRUCTION.
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING
CONSTRUCTION.
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE
SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL.
- TOPO PERFORMED BY TIMMONS GROUP.
- CONTOUR INTERVAL IS 7.
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR 4 LOTS
AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED.
- BOUNDARY INFORMATION TAKEN FROM SUVERY DONE BY TIMMONS GROUP.
- NO LOT SHALL HAVE DIRECT ACCESS TO TRYON ROAD.
THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF THE OPEN
SPACES IN THIS DEVELOPMENT.
- PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND AVOIDED OR
REPLACED PER WAKE COUNTY LIDO.
- NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUY DOWN RECEIPT
OBTAINED IF NECESSARY PRIOR TO CONSTRUCTION.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
PROPERTY LIES WITHIN THE SWIFT CREEK WATERSHED.
- ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS.
- APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR
CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION AREA.
pAr
- AREA RECOMBINED TO ✓
NOTE i SITE AND REMOVED
RECORDED PLAT BM 2014 - 1839 FROM EASTERN TRACT / / 20'WSW
PIN: 0782-164686 ` _
TO BE VACATED PRIOR TO % / - �UILDIR6
/ AREA= 8,1389.11 SF - \
_ CONSTRUCTION PLAN APPROVAL - 20'PERMANENT SETBACK
- 200' WATER SUPPLY OPEN SPACE / / % CONST. AND ( u \
WATERSHED BUFFER / - \
(100' FROM BANK) PROPOSED USE: .� / .� / y MAINTENANCE ^'
CONSERVATION OF * - / L EASEMENT 4�
100 NEUSE RIVER ` ! ) / �/ -
NATURAL AREAS
RIPARIAN BUFFER
(50'FROM BANK)
\ Kv (BB,191 SF) ! \1 �y4,�.4SyES 1 -/ `�. 13 * 4o.10oa
/G�;rG �\ A.T68a I j �,�p "'•
I.G. Klo IN ✓ O
/� i a� usPs EASEMENT 30' WATER SUPPLY - - J� R SIC N a0. 50' WATER SUPPLY
DETENTION
WATERSHED BUFFER / N7 WATERSHED BUFFER
(50' FROM BANK)
(30' FROM BANK) t_ PonD:n � : � P R36-
T -.`,•fit' ,1- i - / i OPEN SPACE * ` 3 / 11 * 1 1
• y / FEMA 100 YEAR
PERMANENT COfIST �" FLOOD PLAIN LIMIT PROPOSED USE: --
`� AND MAINTENALJCE ,-R25' CONSERVATION AS -7 \ �az5a
EASEMENT /
(58,803 SF) AL 20 WSW MFFE=3942 I
20' WSWS
i R30'/ g BUILDING
BUILDING �
�
t- �\ SETBACK ��/ DETEN� O
\
POND _ ,ns. 244o,uma �. ..
zo'
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P1 ` Be J
�' - V • _ ( SETBACK z 212
10'X 70' SIGHT \ -- 20' WSWS IF I ( O �' m U x-100 YR BACKWATER 25
TRIANGLE 1�s6'� 1 * BUILDING I I o -
I I I a'�> BOUNDARY
58.214 n ¢ o EL. 412.76
SETBACK
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VEGE7AT ON AND 3 50'PUBL/C' 2 * (N 3 I I O INI I O4B.3ss a yl /. '` 25' TREE VEGETATION AND
' 5 I a."oa I WATERSHED BUFFER
PROTECTION ZONE -' 4 4o,oz1 ar 19.013a 4o a9a 41 eTA a I o PROTECTION ZONE
Y MFFE .415,41• I ( I I V :' ,�/ _ (30' FROM BANK)
'fl' RUINING 9ETBACKI I /
� ' I
- --_ ( � I I WATER SUPPLY � I
/
100 YR BACKWATER 190' - _ - - IWATERSHED
BOUNDARY ,
EL 418-47 OPEN SPACE � �' _ ,az'
PROPOSED USE * Y +4z
I GJ 1a2'
CONSERVATION OF rci 1 :,_I+ i,
PROPOSED SIGN NATURAL AREAS n I ' 25' TREE VEGETATION AND
EASEMENT - (16,742 SF) , , 100 YR BACKWATER I Ke PROTECTION ZONE
BOUNDARY J EL. 41104 DNIc1, 4111
j
100' NEUSE RIVER
RIPARIAN BUFFER
50' WSWS BUFFER 'I -
RECOMMENDED ROAD CONNECTION
STOP CONDITION
MINIMUM BUILDING SETBACKS
- FRONT AND CORNER = 30'
SIDE = 16
REAR = 30'
OWNER'
MATT H. KIRKPATRICK, CCIM
KIRKPATRICK AND ASSOCIATES, LLC
3700 NATIONAL DRIVE, SUITE 211
RALEIGH. NC 27612
NOTE:
'TRACT IS LOCATED IN THE RURAL - NON CRITICAL
AREA OF THE SWIFT CREEK LAND MANAGEMENT
PLAN'
NOTE:
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN',
THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT
FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE BUILDER'S
ENGINEER, ARCHITECT AND/OR SURVEYOR (AS APPROPRIATE) MUST
CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. THERE
SHALL BE NO FILING OR THE ERECTION OF PERMANENT STRUCTURES IN
THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES
UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR F.E.M.A.
LEGEND
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
WETLAND AREA
HATCH AREA DENOTES FLOOD HAZARD SOIL
ADJUSTED WITH TOPO
j NEUSE BUFFER (ZONE 1)
- - FEMA 100 YEAR FLOOD PLAIN LIMITS
100' NEUSE RIVER RIPARIAN BUFFER
OPEN SPACE
SCALE 1-=100'
0 100'
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DRAWN BY
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DESIGNED BY
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SCALE
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RECOMMENDED ROAD CONNECTION
STOP CONDITION
MINIMUM BUILDING SETBACKS
- FRONT AND CORNER = 30'
SIDE = 16
REAR = 30'
OWNER'
MATT H. KIRKPATRICK, CCIM
KIRKPATRICK AND ASSOCIATES, LLC
3700 NATIONAL DRIVE, SUITE 211
RALEIGH. NC 27612
NOTE:
'TRACT IS LOCATED IN THE RURAL - NON CRITICAL
AREA OF THE SWIFT CREEK LAND MANAGEMENT
PLAN'
NOTE:
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN',
THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT
FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE BUILDER'S
ENGINEER, ARCHITECT AND/OR SURVEYOR (AS APPROPRIATE) MUST
CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. THERE
SHALL BE NO FILING OR THE ERECTION OF PERMANENT STRUCTURES IN
THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES
UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR F.E.M.A.
LEGEND
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
WETLAND AREA
HATCH AREA DENOTES FLOOD HAZARD SOIL
ADJUSTED WITH TOPO
j NEUSE BUFFER (ZONE 1)
- - FEMA 100 YEAR FLOOD PLAIN LIMITS
100' NEUSE RIVER RIPARIAN BUFFER
OPEN SPACE
SCALE 1-=100'
0 100'
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STORM DRAINAGE DESIGN
DESIGN STORM:
STORM DRAINAGE DESIGN
Bailees landing
25YEAR
425.88
10.97
Curb inlet
Q v
J4 SEAL !t
423.80
034379 -
ENERGY DISSIPATOR DESIGN
DESIGN STORM:
ENERGY DISSIPATOR DESIGN
10 YEAR
r
02/21/2017
E
NLOCATION
426.95
11.38'
DISCHARGE
FES -1
u E
777'
PIPE DESIGN
DESIGNED BY
MCLAMB
Dc1NOn)
PIPE SIZEVELOCITY
SLOPE
(FPS)
DISSIPATOR
080
ID INLET TYPE
I (In/hr)31.44
C A (AC)
C•A
O (CIS)
SIZE pn.)
i^m
INV IN
INV OUT:010CA
36 inch Concrete Pipe
38
3.97%
445
17x24124"
13"Pipe
63.79 48 2.38% 5.08 18'x36x24"
13"
5.52 78 1.88% 3.12 Bkt6k18"
6`Pipe
W
VI
30
4.78%
3.96
17x24k24"
13"Pipe
8 w/Headwall Headwall
040 4.01 3977
15.91
6379
4800
8100
4091X)
407001944
z
18
8.50%
2.68
8)KI&OI"6'Pi
C w/FES Flared
040 4.01 344
1.38
552
18.00
80.00
41250
411 00C74
#1 8.90
15
4.00%
7.25
6"(rxl8"
6-
PipeD wIFES Flared
0.40 4.01 12.12
4.85
1944
30.00
136.00
40850
402.00al
Detention POIM #2 3.80
18
1.00°.b
2.15
8'x10Y 18"
8`
WFES Flared 0.45 8.04 1.31 0.59 4.74 18.00 100.00 410.50 402.
"FOR PIPE B. USE NCDOT STANDARD DRAWING 838.01
EXISTING CB TO BE
CONVERTED TO A TRAFFIC
BEARING JUNCTION BOX
WITH MANHOLE
NCDOT STD DWG 840.34
BOUNDARY . 100 YR BACKWATER
EL. 41647 BOUNDARY
EL. 413.04 '
S� a e'EF
STREAM CROSSING CONSTRUCTION SEOUENCE
1. KEEP CL ARIN AN xCAVAT10N OF THE STREAM BANKS AND BED AND APPROACH T A
EE E G D E 0
MINIMUM.
:. INSTALL A TEMPORARY ROCK DAMN UPSTREAM AND DOWNSTREAM USING CLASS B RIPRAP
(050=13") ON THE FRONT AND #57 STONE ALONG THE BACK TO MAKE THE DAMN IMPERMEABLE
3. HAVE PUMP IN PLACE FOR FLOWING STREAM i0 PUMP WATER FROM UPSTREAM DAMN PASS THE
OWN N TREAM DAMN TO DIVERT FLOW FROM STREAM CROSSING DURING CONSTRUCTION
p s o
4. DVRING ED. SHALL BE ON NORMAL FLOW THERE WILL BE SEEPAGE AND A SEDIMENT ED ON A
STONE BED. SHALL BE USED TO PUMP SEEPAGE TO P SEDIMENT BASIN ONLY IF NEEDED DURING
CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING, MAINTAIN PUMP AROUND AS NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL PROTECTIVE
ROTECTOR PADS AT PIPE OUTLETS
NST STALL PROTECT VE GROUND COVERS TO PROVIDE PERMANENT EROSION PROTECTION AND IMPROVE
NSUAL DUALITY BUT NOT INTERFERE WITH DRIVER LINE OF SIGHT FROM THE ROADWAY.
10
STABILIZE ALL DISTURBED AREAS BEFORE NG WATER THROUGH STREAM CROSSING,
111 UPON COMPLETION OF CROSSING WITH AREAA STABILIZED, THE UPSTREAM AND DOWNSTREAM DAM
MAYBE REMOVED
12. REMOVE PUMP AROUND AND SEDIMENT BAG PUMP IF IN USE
13 PUMP AROUND DETAIL IS LOCATED 019 SHEET C-13.
14. ENSURE THAT PERMANENT MEASURES NEEDED TO CONTROL EROSION FROM ROAD WATER RUNOFF
(SUCH AS RIPRAP AND PAVED CHANNELS, PAVED FLUMES. OR RIPRAP OUTLET PROTECTION) MEET
ALL CONSTRUCTION REQUIREMENTS FOR THOSE PRACTCES.
LEGEND
i/
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
1 t
STRUCTURE# TOP STRUCTURE HEIGHT DESCRIPTION
"VK �ARoa,,6o
425.88
10.97
Curb inlet
Q v
J4 SEAL !t
423.80
034379 -
Curb inlet
c
My�ia m
r
02/21/2017
E
EX -CB
426.95
11.38'
.. /!
FES -1
u E
777'
Flared End Section
DESIGNED BY
MCLAMB
36'
•
•B.
CHECKED BY
J. CHANDLER
41 .11
3
•
.00 F
25 L
• •
0
36"
CB -3 -
PER PLAN
i^m
4.00%
30.00 LF
36 inch Concrete Pipe
Pipe F
'M -'(n
N
U
i
UU
SS
415.16
.
3
Q�'26LL
W
p�
W
VI
W
VI
CB -1 - C&2
1 414.96
414.31
1.00%
64.77 LF
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In
BOUNDARY . 100 YR BACKWATER
EL. 41647 BOUNDARY
EL. 413.04 '
S� a e'EF
STREAM CROSSING CONSTRUCTION SEOUENCE
1. KEEP CL ARIN AN xCAVAT10N OF THE STREAM BANKS AND BED AND APPROACH T A
EE E G D E 0
MINIMUM.
:. INSTALL A TEMPORARY ROCK DAMN UPSTREAM AND DOWNSTREAM USING CLASS B RIPRAP
(050=13") ON THE FRONT AND #57 STONE ALONG THE BACK TO MAKE THE DAMN IMPERMEABLE
3. HAVE PUMP IN PLACE FOR FLOWING STREAM i0 PUMP WATER FROM UPSTREAM DAMN PASS THE
OWN N TREAM DAMN TO DIVERT FLOW FROM STREAM CROSSING DURING CONSTRUCTION
p s o
4. DVRING ED. SHALL BE ON NORMAL FLOW THERE WILL BE SEEPAGE AND A SEDIMENT ED ON A
STONE BED. SHALL BE USED TO PUMP SEEPAGE TO P SEDIMENT BASIN ONLY IF NEEDED DURING
CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING, MAINTAIN PUMP AROUND AS NEEDED. ROUGH GRADE CROSSING.
6. INSTALL FILTER CLOTH AS NECESSARY.
7. INSTALL PIPE CULVERTS AND BACKFILL PROPERLY.
8. INSTALL PROTECTIVE
ROTECTOR PADS AT PIPE OUTLETS
NST STALL PROTECT VE GROUND COVERS TO PROVIDE PERMANENT EROSION PROTECTION AND IMPROVE
NSUAL DUALITY BUT NOT INTERFERE WITH DRIVER LINE OF SIGHT FROM THE ROADWAY.
10
STABILIZE ALL DISTURBED AREAS BEFORE NG WATER THROUGH STREAM CROSSING,
111 UPON COMPLETION OF CROSSING WITH AREAA STABILIZED, THE UPSTREAM AND DOWNSTREAM DAM
MAYBE REMOVED
12. REMOVE PUMP AROUND AND SEDIMENT BAG PUMP IF IN USE
13 PUMP AROUND DETAIL IS LOCATED 019 SHEET C-13.
14. ENSURE THAT PERMANENT MEASURES NEEDED TO CONTROL EROSION FROM ROAD WATER RUNOFF
(SUCH AS RIPRAP AND PAVED CHANNELS, PAVED FLUMES. OR RIPRAP OUTLET PROTECTION) MEET
ALL CONSTRUCTION REQUIREMENTS FOR THOSE PRACTCES.
LEGEND
i/
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
1 t
STRUCTURE# TOP STRUCTURE HEIGHT DESCRIPTION
CB -1
425.88
10.97
Curb inlet
CB -2
423.80
10.63'
Curb inlet
CB -3
423.80
10.88'
Curb Inlet
EX -CB
426.95
11.38'
Storm Junction Box
FES -1
416.92
777'
Flared End Section
WETLAND AREA
HATCH AREA DENOTES FLOOD HAZARD SOIL
` ADJUSTED WITH TOPO
NEUSE BUFFER (ZONE 1)
FEMA too YEAR FLOOD PLAIN LIMITS
100' NEUSE RIVER RIPARIAN BUFFER
STREAM CROSSING PIPE B
111=50'
Oz J�C7 D
QM o
W a
6g
£9 OVN s
# o
08 NC
SCALE 1'=1oo' 37338 '
0 100' 200' SHEET No. a
C3.0
L7
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x
333
STORM PIPE TABLE
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N N
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N
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SLOPE
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DATE
05/24/]6
DRAWN BY
J. DOOLEY
33.11 LF
24 inch Concrete Pipe
DESIGNED BY
MCLAMB
36'
•
•B.
CHECKED BY
J. CHANDLER
41 .11
3
•
.00 F
25 L
• •
SCALE
36"
CB -3 -
PER PLAN
411.71
4.00%
30.00 LF
36 inch Concrete Pipe
Pipe F
30"
_CB -1
415.57
415.16
•
40.94 LF
30 inch Concrete Pipe
Pipe G
30"
CB -1 - C&2
1 414.96
414.31
1.00%
64.77 LF
30 inch Concrete Pipe
W
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SCALE 1'=1oo' 37338 '
0 100' 200' SHEET No. a
C3.0
STORM PIPE TABLE
PIPE
DIA
FROM -TO
UPSTREAM IDOWNSTREAM
INVERT INVERT
SLOPE
LENGTH
DESCRIPTION
Pipe Al
24"
FES -1 - CB -2
414.50
414.31
0.57%
33.11 LF
24 inch Concrete Pipe
PiA2
Pe
36'
CB -2 - CB -3
414.11
41 .11
3
4.00 %
.00 F
25 L
36 inch P'
Concrete Pipe
Pipe A3
36"
CB -3 -
412.91
411.71
4.00%
30.00 LF
36 inch Concrete Pipe
Pipe F
30"
_CB -1
415.57
415.16
1.00%
40.94 LF
30 inch Concrete Pipe
Pipe G
30"
CB -1 - C&2
1 414.96
414.31
1.00%
64.77 LF
30 inch Concrete Pipe
Oz J�C7 D
QM o
W a
6g
£9 OVN s
# o
08 NC
SCALE 1'=1oo' 37338 '
0 100' 200' SHEET No. a
C3.0

GROUND STABILIZATION
SITE AREA
STABILIZATION
j STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
Clear only as necessary to install these devices, Install permanent nears for Dry
� Z a
aU
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
3. Call Charles Phillips at 919-796-8769 for on site Inspection by
zZ�
HIGH QUALITY
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
aeraro
WATER(HOW)ZONE
7 DAYS
NONE
SLOPES STEEPER
HATCH AREA DENOTES FLOOD HAZARD SOIL
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
C,
Basin
THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1
stabilization time frames
7 -DAYS FOR SLOPES GREATER
OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREASNONE
Skimmer
Skimmer
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
STA
AND HOW ZONES)
'EXCEPTIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICAL.- - (SECTION ILB(2pb))
NOTE 1:
Icy a t.al lulu El -OJty W - Linin, r-luteutio11
o 1. Schedule agin
precenstruc0on wnference with the Environmental Engineer
i
n Chanes Phillips 919-796-8769. Obtain a land disturbing permit.
--e--K-
F2. Install erosion control measures based on the approved erosion control plan
-:..-
Clear only as necessary to install these devices, Install permanent nears for Dry
� Z a
aU
SEDIMENT
BASIN
DESIGN
LEGEND
3. Call Charles Phillips at 919-796-8769 for on site Inspection by
zZ�
environmental inspector and obtain a Certificate of Compliance.
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
aeraro
AREAS WILL BE STABILIZED PER THE GROUND STABILIZATION CHART AFTER ANY GRADING.
Street Name
Q = 0 8a
inlet controls, sediment traps a other approved measures as shown on
HATCH AREA DENOTES FLOOD HAZARD SOIL
the plan. Begin constructing building, etc.
e
ADJUSTED WITH TOPO
6. Stabilize site as areas are brought up to finish grade with vegetation,
Ce= U- LU Ez
C,
Basin
DIST. AREA
NEUSE ( )
1ch
stabilization time frames
OE
a
S.F.
Volume
call Charles Phillips at 919-796.8769 for an inspection by the
Skimmer
Skimmer
c 4®usl
Q
co °�N CAR 0, e,.
---- 100' NEUSE RIVER RIPARIAN BUFFER
8. If site is approved, remove temporary diversions, silt fencing, sediment
STA
basins, etc., and seed out or stabilize any resutiing bare areas. All
Da
C
I
Q30(cts)
Slope
Mattin Type
8
e 9. When vegetation has become established, call for final site inspection by
D. AI.)
C
025
Required
(d)
Basin Dimensions
size (in)°AOfpfT'hS70^•
orifice
Weir (ft)
4' .••""ti
NOTE 2:
ALL BASINS SHOULD BE CLEANED AFTER ANY RAIN EVENT THAT EXCEEDS
From
To
size (in)
��} Y
178'x90k3'(mimic
1' IN 24 HOURS.
Road 1 Offsets
.ate SEAL
j 03437) e
NOTE 3:
LT
10+35
12+00
0.18
0.65
7.28
0.85
2.00%
UNREINFORCED
SKIMMER BASIN
2.30
15.23
0.42
34.7
15,081
27,414
detention pond
4
2.5
35
SEDIMENT BASINS WILL BE INSTALLED WHERE STORM DRAINAGE PIPE IS LOCATED. I.E.
RT
10+35
12+00
6.70
0.40
7.18
39.51
2.00% 5150
MATTING OR EQUIVALENT
dimensions)
t
948N3' (mimic
8k
PIPES WILL BE LEFT SHORT AND EXTENDED THROUGH BASIN AREAS AFTER SITE HAS BEEN
STABILIZED.
LT
12+00
15+22
0.12
0.65
7.28
0.57
2.10%
UNREINFORCED
SKIMMER BASIN
2.79
4.30
0.42
9.8
4,258
7,740
detention pond
3
1.25
30
SLOPE STABILIZATION REQUIREMENTS
RT
12+00
15+22
1.51
0,40
7,28
4.40
2.10%
UNREINFORCED
dimensions)
3:1 AND FLATTER -GRASS
02/21/2017
Ff""
31 TO 21 SLOPE -ADAPTIVE PLANTS (SHRUBS AND VINES)
LT
15+22
18+76
0.13
0,65
7,28
0.62
6.80%
UNREINFORCED
2:1 TO 1.5:1 -RIP RAP
RT 15+22 18+76 6.25 0.40 7.28 18.20 6.80% P550 MATTING OR EQUIVALENT
STEEPER THAN 1.5 TO 1 -RETAINING WALL
`
E
NOTE 4:
-/
MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH INDIVIDUAL LOT WILL BE
LT
38+76
26+45
0.4
0.65
7.28
1.89
1.6096
UNREINFORCED
STRINGENTLY ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY.
RT
18+76
26+45
3.44
0.40
7.28
10.02
1.60%
UNREINFORCED
/
E
NOTE 5:
ONCE SITE HAS BEEN STABILIZED AND PRIOR TO ISSUANCE OF CERTIFICATE OF
r
2
COMPIETION: SITE WILL BE EVALUATED TO ENSURE THAT DIFFUSE FLOW HAS BEEN
LT
26+45
30+44
0.27
0.65
7.28
1.28
5.4096
UNREINFORCED
/
--;,�� r
is
2
F
yys�
F
OBTAINED BEFORE STORMWATER ENTERS BUFFERS. IF DIFFUSE FLOW HAS NOT BEEN
RT
26+45
30+44
11.76
0.40
7.28
34.25
5.40% PI MATTING OR EQUIVALENT
/.
u
F
ACHIEVED, THEN LEVEL SPREADERS MUST BE INSTALLED AS PER PLAN.
a LL mv
V U
DISTURBED
LT
30+44
32+88
0.20
0.65
7.28
0.95
3.60%
UNREINFORCED
-
`
b��
n
Oo^
-' m
O
a
W
W W
AREA -6.00 AC.
RT
30+44
32+88
0.76
0.40
7.28
2.27
3.60°.6
UNREINFORCED
- r'' `. ,r-
on
i W B
V
U U
(CLR) INDICATES THE LIMITS OF ULTIMATE DISTURBANCE FOR HOPKINS TRACE - PHASE 2.
f
LL
o
y
y y
Road 2 Offsets
/ ///i
Q
SEDIMENT BASIN REMOVAL
1) REMOVE BASINS ONLY AFTER SITE IS STABILIZED AND WITH PERMISSION FROM
LT
10+00
11+34
0.53
0.45
7,28
1.74
3.00%
UNREINFORCED
L c
WAKE COUNTY ENGINEER.
RT
10+00
11+34
0.36
0.45
7.28
1.18
3.00%
UNREINFORCED
2) REMOVE TARP AND ALL NON DIRT AND/OR ROCK MATERIAL. w 2 z 2 2
o "
3) USE BACKHOE TO FILL IN AND LEVEL BACK TO NATURAL GROUND ELEVATION.
4) SEED AND STRAW APPROPRIATELY. - F w- r / -. W❑
5) INSTALL CHANNELS AND EXTEND PIPE IF REQUIRED.t r }i��rt' '� W vi W W
-� "
24C 'k un,,:v,:; ,,. ;. tit>ISi4fSFiFD.SLrFFkR %'_ o O W O O
x.✓ 1 DOE,
5 k L ... _ at}4t Nk4 S RIVER - yr Vit'' > � �
t
BUFh`ER
_-. _ _ .., 4 ;�h S•01 - / 'iS0 fKQM BRNIS: J' _: � , ' ,:,'." ?T ,+ - > N N N N
Y s.
a b,'? l/": y , %-.,.,.', DATE
:EL i u�,c„ a� _ / - r*•"'.` � 05124/16
�Z..• ,. DRAWN BY
V
7 AN JIFEk J;- �. �. - Q. -SILT FENCE r J. DOOLEY
IROM:. BANK. 'F� - J=` -ti ; cY' OUTLET (TY'P/
RS €_ /�C�y .-^ice•- l„ DESIGNED BY
9 {
\ •• B. MC(AMB
j:
PAS 420 V P4
IN #1 CHECKED BY
y: �^ - .R4 Ek`; €"Ax«7 �. RSHEU BUE•FFR g�
•
/ // >'*'_ - - r _ r�� iNL, ,, sr✓' .+ :M FROM BANK. _OM. 6. J. CHANDLER
2G3,Ft r,
} uR. SCALE
rt �
N RSN
�. .� ✓ � � _ , � �..-... � r� v OVP � PER PLAN
TEMPORARY STREAM s ,..
GRAVEL %.
CONSTRUCTION CROSSING. SEE DETAIL"xT r'-� ,. •
ENTRANCE 50'X30' - - -
JSKIMM
BASIN
BASIN#2 ti- 42s... � � � S/b 0
21rTEMPORARV
CONSTRUCTION
EASEMENT LIMITS OF / CHECK P550 MATTING
r
DISTURBANCE DAM (TVP) OR OFCLR
1
SILT FENCE
d:
O'yo,0 (TYP)
GRAVEL /
CONSTRUCTION /
ENTRANCE 50'X30' -/
P550 MATTING �.
OR EQUIVALENT
LIMITS OF
DISTURBANCE
®�-
P550 MATTINGG
OR EQUIVALENT
WAKE COUNTY CONSTRUCTION SEQUENCE
o 1. Schedule agin
precenstruc0on wnference with the Environmental Engineer
i
n Chanes Phillips 919-796-8769. Obtain a land disturbing permit.
--e--K-
F2. Install erosion control measures based on the approved erosion control plan
-:..-
Clear only as necessary to install these devices, Install permanent nears for Dry
� Z a
aU
- diversions. berms and basins immediately after Constroctlon
=a:
PIPE INLET PROTECTION
LEGEND
3. Call Charles Phillips at 919-796-8769 for on site Inspection by
zZ�
environmental inspector and obtain a Certificate of Compliance.
10,000 SF =MAXIMUM IMPERVIOUS ALLOWED
B 4. Be clearing and
Begin g grubbing. Maintain devices as needed. Rough gratle
`+, WETLAND AREA
- 5. Install storm sewer(tl shown) and protect inlets with block and gravel
Q = 0 8a
inlet controls, sediment traps a other approved measures as shown on
HATCH AREA DENOTES FLOOD HAZARD SOIL
the plan. Begin constructing building, etc.
e
ADJUSTED WITH TOPO
6. Stabilize site as areas are brought up to finish grade with vegetation,
Ce= U- LU Ez
C,
paving, ditch linings, etc. Seed and mulch denuded areas per ground
0 Z
NEUSE ( )
1ch
stabilization time frames
OE
a
7. When constructionis complete and all areas are stabilized completely,
FEMA 100 YEAR FLOOD PLAIN LIMITS
call Charles Phillips at 919-796.8769 for an inspection by the
environmental engineer.
o€
---- 100' NEUSE RIVER RIPARIAN BUFFER
8. If site is approved, remove temporary diversions, silt fencing, sediment
basins, etc., and seed out or stabilize any resutiing bare areas. All
z remaining permanent erosion control devices (such as velocity dissipators)
should be installed now. Remove skimmers from sediment basins to convert
FM
temporary skimmer basins into penoenant stormwater control measures.
e 9. When vegetation has become established, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-8769. Obtain a
,1, Certificate of Completion.
% CLR O
n
F ROF'SED
ROAD L -L
30 WATER BJPPLY
VF 1 ERSHEL B 74 ER
l
'30'FROMI BANK)
100 NEJSE RIVER
RF R:AN BUl�-R wF
s,lsx wr *4 TEMPORARY STREAM CROSSING
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION
i
ENTRANCE
--e--K-
SILT FENCE
-:..-
LIMIT OF DISTURBANCE
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CHECK DAM
=a:
PIPE INLET PROTECTION
TEMPORARY STREAM CROSSING C T
ONBTRUC ION SEQUENCE
1. INSTAR EROSION CONTROL MEASURES ON CON PER PLANS
2. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH TOA MINIMUM.
3. BEGIN CLEARING AND GRUBBING, MAINTNN PUMP AROUND AS NEEDED. ROUGH GRADE CROSSING.
4. INSTALL FILTER CLOTH AS NECESSARY.
s. INSTNI PIPE CULVERTS AND BACKFILL PROPERLY PER TEMPORARY CROSSING DETAIL.
6. INSTNI PROTECTIVE GROUND COVERS TO PROVIDE TEMPORARY EROSION PROTECTION,
7. STABILIZE ALL DISTURBED AREAS.
6. ONCE TEMPORARY CROSSeNG IS NO LONGER NEEDEO. AREA TO BE RESTORED TO PRE -DEVELOPMENT
CONDITIONS.
LIMITS OF DISTURBANCE = 6 ACRES
TEMPORARY STREAM CROSS/NG
1.=50'
CS OVN
SCALE 1'=100'
IN
0 too' 200'
W
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37338
SHEET NO. sE
C4.0 11.

PIPE A-3 - HEADWALL
% AT OUTLET
i
P.Pe A3
i
-CB-3
EX -CB-
Pipe F-'�
wpa C / I -•- 'Pipe Al
i _ f
/ FES -1j
/ N/F
RONALD C &
/ MARGIE SCHATZ
CB -2- PIN 0782-16-0795
ZONED. R -40W
PIPE C 22
00
I
inU
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PIPE R-� .( i%� I / (27O
/ - ROAD A-
`-
*oD _ ... A� ��• 1 1 z
o!0 0 0
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- - DATE
STORM STRUCTURE TABLE
STRUCTURE#
TOP
STRUCTURE HEIGHT DESCRIPTION
CB -1
A DRAINAGE DESIGN
STORM:
DRAINAGE DESIGN
Bailey's Landing
25 YEAR
cs-z
dzaso
10,63'curb Inlet
SEAL !:
e
i - DETENTION
LOCATION
U31a'.1
1 hF..=`ai
POND#2
%�/�� ...
0`'`4•,
PIPE DESIGN
7??' j Flared End Section I
OUTLET B O (u'k)
PIPE SIZE SL
(In.)
Plpe ID INLET TYPE
02/21/2017
PIPE
CA D 1.11.)Slff pn.I
(HDPE(
LENGTH
IN.) [WIN
INV OUT
Pipe A3 31.44
36 3.
Pipe S 63.79
48 2.
Pipe 5.52
1 18 1 1.
__.. r,
N
z40• Vc
__.
in
_. _...
tl.l
PIPE C 22
00
I
inU
in
PIPE R-� .( i%� I / (27O
/ - ROAD A-
`-
*oD _ ... A� ��• 1 1 z
o!0 0 0
W eIm m
>
a
\ I I O
- - DATE
'FOR PIPE B. USE NCDOT STANDARD DRAWING 838.01 LOW POINT STA = 12+15.58
LOW POINT ELEV = 423.01
PVI STA = 11+77.93
PVI ELEV = 420.95
A.D. = 7.61 %
l 435
N/F
GREGORY) &
jACOUELINE A SEAMSTER
PIN 0782-16-0393
ZONED R-40VV
STORM STRUCTURE TABLE
STRUCTURE#
TOP
STRUCTURE HEIGHT DESCRIPTION
CB -1
A DRAINAGE DESIGN
STORM:
DRAINAGE DESIGN
Bailey's Landing
25 YEAR
cs-z
dzaso
10,63'curb Inlet
ENERGY DISSIPATOR DESIGN
DESIGN STORM:
ENERGY DISSIPATOR DESIGN
10 YEAR
LOCATION
EX -CB
_OCATION
DISCHARGE
FES -1
PIPE DESIGN
7??' j Flared End Section I
OUTLET B O (u'k)
PIPE SIZE SL
(In.)
Plpe ID INLET TYPE
I Iirv11
C h A IAC)
PIPE
CA D 1.11.)Slff pn.I
(HDPE(
LENGTH
IN.) [WIN
INV OUT
Pipe A3 31.44
36 3.
Pipe S 63.79
48 2.
Pipe 5.52
1 18 1 1.
'FOR PIPE B. USE NCDOT STANDARD DRAWING 838.01 LOW POINT STA = 12+15.58
LOW POINT ELEV = 423.01
PVI STA = 11+77.93
PVI ELEV = 420.95
A.D. = 7.61 %
l 435
N/F
GREGORY) &
jACOUELINE A SEAMSTER
PIN 0782-16-0393
ZONED R-40VV
z 05124116
'o
DRAWN BY
1. DOOLEY
• DESIGNED BY
• B. MCLAMB
CHECKED BY
1. CHANDLER
• SCALE
NTS . PER PLAN
STORM STRUCTURE TABLE
STRUCTURE#
TOP
STRUCTURE HEIGHT DESCRIPTION
CB -1
425.88
10.92' Curb Inlet
cs-z
dzaso
10,63'curb Inlet
Cs -3
423.80 !
10.89• Curb Inlet
EX -CB
426.95 1
11.38•', Storm Junction Box
FES -1
416.92
7??' j Flared End Section I
z 05124116
'o
DRAWN BY
1. DOOLEY
• DESIGNED BY
• B. MCLAMB
CHECKED BY
1. CHANDLER
• SCALE
NTS . PER PLAN
5
W, x
N V
LOWPOINT STA = 18+27.12 Ln Z
LOW POINT ELEV = 416.60 0r.1 -1 LLI
PV1 STA
=1 +90.60 owU
U = 5Q J E
PVI ELEV=673.47 a LL. g
STORM PIPE TABLE
ROADA-PLANVIEW
50' R/W, 20' PAVEMENT
ES GVN
VERTICAL SCALE 1" = 5
SCALE I"=50'
0 50' 100'
UPSTREAM
INVERT
DISSIPATOR DSO
1Zx24'x24' 13"
18'06N24" 13"
8)K16)(18" 6"
1Zx24•x24" 13"
"16k18•' 6"
6k10k18" 6•'
eximi8" 6
Pipe A2 36" CB -2 - CB -3
414.11
413.11
5
W, x
N V
LOWPOINT STA = 18+27.12 Ln Z
LOW POINT ELEV = 416.60 0r.1 -1 LLI
PV1 STA
=1 +90.60 owU
U = 5Q J E
PVI ELEV=673.47 a LL. g
STORM PIPE TABLE
-
PIPE K'. DIA FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
-. SLOPE LENGTH
DESCRIPTION
Pipe Al 24" FES -1 - CB -2
414.50
414.31
0.57% 33.11 LF
24 inch Conciele Pipe
Pipe A2 36" CB -2 - CB -3
414.11
413.11
1 4.00% 25.00 LF
Winch Concrete Pipe
Pipe A3 36" CB -3 -
412.91
411.71
C00% 30.00 LF
36 inch Concrete Pipe
Pipe F 30' - CS -1
415.57
415.16
1.00% 40.94 LF
30 inch Concrete Pipe
Pipe Gi 30' Cal - CB -2
414.96
414.31
1.00% 64.77 LF
30 inch Concrete Pipe
5
W, x
N V
LOWPOINT STA = 18+27.12 Ln Z
LOW POINT ELEV = 416.60 0r.1 -1 LLI
PV1 STA
=1 +90.60 owU
U = 5Q J E
PVI ELEV=673.47 a LL. g
PVI STA = 10+56,09 n
Y1v
-
m n
EXISTING GRADE 25' RIGHT
A.D. = 11.50%
0
=
0
PVI ELEV =427.04
Nv
K=2087
-
Z
1 ~
E
P
430
j
m
_. _...._
'-PROPOSED CENTERLINE GRADE
_. Nw _._
j -�
__.. r,
N
z40• Vc
__.
•_ __._ _.
m
_. _...
tl.l
• /
b/ 0
a `
D
EX CB -200 ` m
/e
w
Z
W
7
L Z
Z
TO BE CONVERTED TO 4
TRAFFIC BEARING
-PROPOSED CENTERLINE GRADE
`o
425
JUNCTION BOX -
>
>
U
lu
Z
Z
Y
a
=
/
0
x
o.
420
-EXISTING
\
a
PIPE A
CENTERLINE GRADE
U
zz:
V / K
Q F
/
i \
HIGH PT STA = 15+07.60
\
/
\-EXISTIN
~
` LLO
0 E 5
g o
415N�
PIPE lC
PIPE G / /
/
- �-EXISTING GRADE 25' LEFT
v
HIGH POINT ELEV = 428.86 \
PVI STA =15+58.36 mm- '�
PVI ELEV=430.89 vm
-. f
/
/ PEC
I
__..
Z
OD
r
J U
a
rc
m
A.D=-10.11% wrn PIPER- /
/
K=2077 w�u
/ /
�
o
/ HIGH PT STA = 20x45.40 Ie
<
o
"
210'VC
/
\\ / i
- N,v HIGHPOINT ELEV042201 mq
a w PVI STA = 19+9060 14
co
r
\ /
S
{,
410
PVI ELEV-=42.166..
wui A. =3.00% ww
mm K=36.87 ww
A
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10+00
11+00 12+00
13-00 14+00
15+00
16+00 17+00
18+00
19+00 20+00
21-00 22+ 00 23+00
24+00
37338
F ROAD A - PROFILE VIEW
8
50' RNV, 20• PAVEMENT
SHEET No. 0
C5.0 � E

mneya_sanoingwrvuwnean�wraaas.-o.�rrcury
orrg I riomw on [r[Ir[pl r >>:an am I py eranoon mttemp
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fm
i
4094
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409.37
m a
PVI STA =_iq+10.00 PVI ELEV = 415.01 m o m < m y y m
DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
''-PVIELEV414.81
0
424.6
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
A A Z A A p
Zr�n,r�m'go
425.56
415.1.
415.10ANAroAANaeon
m
€
H
mFn
I
al
m
rn
z m
423.0
z %' \
\ \
.... \ _ `-�\\. ...... ..
§
_-
425.5
m
�� \
426.06
z
4 \ \
w
42.4
$ (fVl =11+3.55
on
426.38
am
A v �VI ELEV = 42 .91
o A o
m �
ti\\ SO
/ x
CA 6 0y
_..
_ �..'. f __. ..... oz _.
\ G)
426456
a -j
425.8
m
427.0622
y
9
m
=
m
427.3
427.56
g
z.+
4276
428.06
6VCE = 428.13'.
VCS = 26+57.41
418.5
$
428.17
'
I
vvxL1
< 91
4279
D TJ
'.x O > '
>_D I
427.24
ISI
/
m � N < r+
tv
m
426
..
v
U
425.22 4
b" p S
�O
D
N
�
�a
422.6
n m
m F
r m
i
VCE = 421.63 .
VCS = 28+57 41 ----SVCS = 28-62.32
422.17
z m
',.13VCE
= 421.26
H
418.1
;.....
�-,
418.75
/
G
416 16A 40
�
408.7
I
N x Ory
D
Z
0
T
♦;'i
y
415.16
/
I N
n&t m
o
y
' g
I I
NN
4097
\
�...\
CL INTERSECTION
m
415
\
46.14
ELEV
ELEV - 415.01
413.3
\
i
00
s....
-0 L.
416.03
m
\
\\
EVCS=31+3.32
415.3
\.
VCE 41749
418.09
1 \
\ BVCS = 31+80.97
\ BVCE=41 .57
r
4184
\ x
420.39
g
t v x
G
421.6<
\ <D��
>
N
O <
m1
421,71
I
mti
�w
0
4222
i w
..... C 31.0..
EVCE - 421.8
021.83
/g
PVI STA = 33+49.15
A
APVI ELEV = 4J1.34
NAN
m
IT
r
m
0
In
v,
N O
Oo
fm
i
4094
oA
`n
vO
PVI STA = 10+00.00 z
$
409.37
m a
PVI STA =_iq+10.00 PVI ELEV = 415.01 m o m < m y y m
DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
''-PVIELEV414.81
oomDDmD
mllml<_ 11 <bx
O\\
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
A A Z A A p
Zr�n,r�m'go
�0
m
415.1.
415.10ANAroAANaeon
m
€
H
mFn
^\
al
m
rn
z m
423.0
~
m
.... \ _ `-�\\. ...... ..
§
_-
422.97
m
�� \
n
z
4 \ \
w
42.4
$ (fVl =11+3.55
on
426.38
am
A v �VI ELEV = 42 .91
o A o
m
IT
r
m
0
In
091o9�
9 3 I/1
U
_0 m
N \
z\
9 \ \
In \
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ti �j30 .
ROAD 6 11,
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ENT
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TIMMONS GROUP
NORTH CAROLINA LICENSE NO. C-1652
„= V m BAILEY'S LANDING - PHASE 4
W $ CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA
.. 00 ROAD A PLAN AND PROFILE
These plena and asaocbled dowmenls era be axcbsWe properly of TIMMON$ GROUP and may nol be reproduced in wlwb or In part eM strap rot be ased Id eny WRose whnlsoever. Indus
limned fo cons4uclbn. bkdrw. arMlor funslruclion sbkiw wiliwul Nre nxorxs written rnnsenl M TIMMONC GROI IP
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DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
IS -2016 OTOTAL
1242-2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
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ROAD 6 11,
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ENT
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TIMMONS GROUP
NORTH CAROLINA LICENSE NO. C-1652
„= V m BAILEY'S LANDING - PHASE 4
W $ CITY OF RALEIGH WAKE COUNTY NORTH CAROLINA
.. 00 ROAD A PLAN AND PROFILE
These plena and asaocbled dowmenls era be axcbsWe properly of TIMMON$ GROUP and may nol be reproduced in wlwb or In part eM strap rot be ased Id eny WRose whnlsoever. Indus
limned fo cons4uclbn. bkdrw. arMlor funslruclion sbkiw wiliwul Nre nxorxs written rnnsenl M TIMMONC GROI IP
m
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DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
IS -2016 OTOTAL
1242-2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
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DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
IS -2016 OTOTAL
1242-2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
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YOUR VISION ACHIEVED THROUGH OURS,
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 33, (Reielgh, NC 27607
TEL [phone] 'FAX 919,833,8124 www.timmons.com�,st+j
mons.
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DATE
REVISION DESCRIPTIN
8/11 016 WAKE COUNTYENVIRONMENTAL
VI OONM NTAL SERVICESOCOMMENTS_,
IS -2016 OTOTAL
1242-2016 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS
02-11-2017 WAKE COUNTY ENVIRONMENTAL SERVICES COMMENTS

TOP ELEVATION OE STORMWATER 0.5-1'
#5 WASHED
STONE
EXISTING SLOPE
#I RIP -RAPS
VARIES
T�
�t /\KL
LL II'\ I1.
FRONT VIEW
NOTE. REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
RAP
STANDARD CHECK DAM
SIDE VIEW
CONSTRUCTION NOTES
HEIGHT & WIDTH DETERMINED F
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REWIRED.
KEY RIP RAP INTO ME DAM
FOR STABILIZATION,
EXISTING
GROUND
STEP SEQUENCE
TEn rENCE rros
sTEtt FrNCE o w T MAI ti aor« w 1111VIRE FENCC 4RGIxU M 100
HARDVMC OL T'� ' iT O
SECTION VIEW
PLAN VIEW
35' MIN
NEW CNSTFU'.T.
EXISTING ROADWAY
6- MIH.
y%\/ jj
FABRIC UNDER STONE
Fn CROSS SECTION
AKE
!COUNTY
"'"' "A` STANDARD CONSTRUCTION ENTRANCE
NOTES'
L REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
FLEXIBLE JOIN1
(RADIATOR HOSE)
OUTLET END CONNECTION
TO OUTLET PIPE OR RISER
rpm Nmrc<ilw
50MIN.
�
NOTES-
�vclR
----���
BUT SUFFICIENT TO KEEP
Cy
T PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
DE
SEDIMENT ON SITE
A
ENSURE CONSTRUCTION ENTRANCE IS USED.
c�'I`°M"I'"
STANDARD SKIMMER BASIN
ZONE
MINIMUM 10 GAVGE /
INSTALLED TO SECOND
'
UNE WARES —`
- _. IF CONSTRUCTION ON THE SITES ARE SUCH MAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
EXISTING
DISSIPATER
- 2--3- STONE TO BE USED
(SURGE STONE OR RAILROAD
Lil
25' OR WIDTH OF
PROPOSED STREET
';TONE. THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
ROADWAY
'BALLAST)
INLET SHALL BE
PROTECTED (AS NEEDED'
WHICHEVER IS
3, MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
RIPRAP, TARP, MATTING
DR EQUIVALENT.
FRONT VIEW
GREATER.
SEDIMENT FROM LEAVING CONSTRUCTION SITE ENTRANCE
-
WILL REWIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
35' MIN
NEW CNSTFU'.T.
EXISTING ROADWAY
6- MIH.
y%\/ jj
FABRIC UNDER STONE
Fn CROSS SECTION
AKE
!COUNTY
"'"' "A` STANDARD CONSTRUCTION ENTRANCE
NOTES'
L REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
FLEXIBLE JOIN1
(RADIATOR HOSE)
OUTLET END CONNECTION
TO OUTLET PIPE OR RISER
rpm Nmrc<ilw
1' MIN FREEDDARD TDP OF BERM
�
BAFFLES
�vclR
L[acH <nlry IfY rpm
Cy
v.
L[NCTM
SECTION THRU WEIR
DE
•+OTE.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
{ -FILL SLOPE
1 NII A
F' MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN V I L W NOTES:
1 L = THE LENGTH OF THE RIPRAP APRON.
_. d = I.5 TIMES THE MAXIMUM STONE DIAMETER ELI +._
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L� L INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION
PIPE
a
- FILTER
SEC ON'A-A' FABRic
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
VENT � ,A% J)\ /� SCREEN ACCESSIBLE TH",I
FLOAT
BARREL PIPE LONGER THAN SHOWN.
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'.
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY,
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4 INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY. ETC. (UNLESS NOTED) PRIOR TO BEC.INING CLEARING OPERATIONS
CRAP
RO $IVMIIA
OR APPROVED PLAN .
DIAMETER- PER RAN
�\\ INSTALL PJC TEE WITH
SCREW TKMOVIEG
OND NCIL LONGER
OKRArED
\ AND POND NO RI SEDT OPERATES
AS A TEMPORARY SEpIMENT BASW
FLEXIBLE PRE
' T
PRIMARY WATER QUALITY ORIFICE INVERT t'
PVC DRAIN DIAMETER. SEE PIAN
INSTALL ORRICE
IN BOTTOM OF PVC TEE h
ONCE SKIMMER IS REMOVED—�
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
I"DIA . COR. PLASTIC PIPE/
CUT IN HALF AND RLAGE
AGAINST RISER - BACKFILL
WITH NO 57 STONE (1T DEEP)
SKIMMER BASIN TIE-IN TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1 Schedule a preconstruction conference with the Environmental Engineer
Charles Phillips 919-796-8769 Obtain a land disturbing permit.
2. Install erosion Control measures based on the approved emsion control plan
Clear only as necessary to install these devices Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to user per detail. Seed temporary
diversions, berths and basins immediately after construction.
3. Call Charles Phillips at 919.791 for on site inspection by
environmental inspector and obtain a Cereflrate of Compliance.
4. Begin cleanng and grubbing. Maintain devices as needed. Rough grade
5. Install storm sewer(if shown) and protect inlets with block and gravel
inlet controls, sediment traps or other appmved measures as shown on
the plan. Begin Constructing building, ate.
6. Stabile site as areas am brought up to finish grade With vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and all areas am stabilized completely,
call Charles Phillips at 919-796$769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to stortnwater use prior to Completing any related work. If site is
approved, remove temporary diversions, silt fencing, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining
permanent erosion control devices (such as velocity dissipators) should
be installed now. Remove skimmers from sediment basins to convert
temporary skimmer basins into permanent stormwater control measures.
9. When vegetation has become established, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-8769. Obtain a
Certificate of Completion.
1t�T CARp�A
�,Tti 7 e
4 SEAL !S
034394
7
r�A
02/21/2017
••
•
05/24/16
DRAWN BY
J. DOOLEY
DESIGNED BY
B. MCLAMB
CH' IEED BY
J. CHANDLER
SCALE
PER PLAN
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`JOB NO^
37338
C6.1
1' MIN FREEDDARD TDP OF BERM
INFLOW
BAFFLES
(STD) MERGENCY
STRUCTURE
\R ELEVATION
DE
ATERING
A
6i DURMC NE OMSNU<T DN PHASE OF ME PROECT PERMANENI STORAIW TER
7) POND SHALL MOT BE CONVERTED FOR STORMWATER USE UNTIL APPROV£o BY EN.F
c�'I`°M"I'"
STANDARD SKIMMER BASIN
ZONE
MINIMUM 10 GAVGE /
INSTALLED TO SECOND
UNE WARES —`
N1RE FROM TOP
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WARES
DISSIPATER
Lil
PAD
RIF RAP
INLET SHALL BE
PROTECTED (AS NEEDED'
CHP OUTLET PIRE-
CROSS SECTION
FROM EROSION WITH
RIPRAP, TARP, MATTING
DR EQUIVALENT.
•+OTE.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
{ -FILL SLOPE
1 NII A
F' MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN V I L W NOTES:
1 L = THE LENGTH OF THE RIPRAP APRON.
_. d = I.5 TIMES THE MAXIMUM STONE DIAMETER ELI +._
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L� L INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION
PIPE
a
- FILTER
SEC ON'A-A' FABRic
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
VENT � ,A% J)\ /� SCREEN ACCESSIBLE TH",I
FLOAT
BARREL PIPE LONGER THAN SHOWN.
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'.
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY,
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4 INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY. ETC. (UNLESS NOTED) PRIOR TO BEC.INING CLEARING OPERATIONS
CRAP
RO $IVMIIA
OR APPROVED PLAN .
DIAMETER- PER RAN
�\\ INSTALL PJC TEE WITH
SCREW TKMOVIEG
OND NCIL LONGER
OKRArED
\ AND POND NO RI SEDT OPERATES
AS A TEMPORARY SEpIMENT BASW
FLEXIBLE PRE
' T
PRIMARY WATER QUALITY ORIFICE INVERT t'
PVC DRAIN DIAMETER. SEE PIAN
INSTALL ORRICE
IN BOTTOM OF PVC TEE h
ONCE SKIMMER IS REMOVED—�
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
I"DIA . COR. PLASTIC PIPE/
CUT IN HALF AND RLAGE
AGAINST RISER - BACKFILL
WITH NO 57 STONE (1T DEEP)
SKIMMER BASIN TIE-IN TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1 Schedule a preconstruction conference with the Environmental Engineer
Charles Phillips 919-796-8769 Obtain a land disturbing permit.
2. Install erosion Control measures based on the approved emsion control plan
Clear only as necessary to install these devices Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to user per detail. Seed temporary
diversions, berths and basins immediately after construction.
3. Call Charles Phillips at 919.791 for on site inspection by
environmental inspector and obtain a Cereflrate of Compliance.
4. Begin cleanng and grubbing. Maintain devices as needed. Rough grade
5. Install storm sewer(if shown) and protect inlets with block and gravel
inlet controls, sediment traps or other appmved measures as shown on
the plan. Begin Constructing building, ate.
6. Stabile site as areas am brought up to finish grade With vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and all areas am stabilized completely,
call Charles Phillips at 919-796$769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to stortnwater use prior to Completing any related work. If site is
approved, remove temporary diversions, silt fencing, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining
permanent erosion control devices (such as velocity dissipators) should
be installed now. Remove skimmers from sediment basins to convert
temporary skimmer basins into permanent stormwater control measures.
9. When vegetation has become established, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-8769. Obtain a
Certificate of Completion.
1t�T CARp�A
�,Tti 7 e
4 SEAL !S
034394
7
r�A
02/21/2017
••
•
05/24/16
DRAWN BY
J. DOOLEY
DESIGNED BY
B. MCLAMB
CH' IEED BY
J. CHANDLER
SCALE
PER PLAN
Al
0rNLU
Lr) Q
U �
Q
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W
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`JOB NO^
37338
C6.1
NOTES
1) BAS SHOULD BE CLEANED WT WHEN CMAC+TYREACHES AN EWE NATION REPRESENTING MAT THE BASIN IS HALF -FULL.
z) THE TARP USED TO PROTECT THE WEE SHALL BE THE WDM —FLED THE LENGTH o' M TMP SHALL BE ACCORDING
TO AVNLABLE SUPPLY IF MULTIPLE TARRS ME TO BE USED MEN TARPS SNALL BE OVERLAPPED IT LEAST } THE
in
UPSTREAM 1.'- TARP SMALL OVERIAP THE DOANSNEAM TMP THE TMP 5H BE OM AW E .1 SKVEf� AIIE-1
OR E—VALENT FOR UV AE95TAA1
]) PROWDE A INAWN OE THREE POROUI BATTLES TO EVENL' MSTINBUTE F OW ACROSS THE B SIN REW TURBUL CE
A) BAFFLE AIATEMAE MUST BE SECYIRED AT THE BOTTOM AND SIDES U NG s APLE
5) MOST OF THE SEGMENT — ACCUMULATE M THE FIRST BAY SO MIs SHOIAD SE PIL
A
6i DURMC NE OMSNU<T DN PHASE OF ME PROECT PERMANENI STORAIW TER
7) POND SHALL MOT BE CONVERTED FOR STORMWATER USE UNTIL APPROV£o BY EN.F
c�'I`°M"I'"
STANDARD SKIMMER BASIN
•+OTE.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
{ -FILL SLOPE
1 NII A
F' MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN V I L W NOTES:
1 L = THE LENGTH OF THE RIPRAP APRON.
_. d = I.5 TIMES THE MAXIMUM STONE DIAMETER ELI +._
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L� L INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION
PIPE
a
- FILTER
SEC ON'A-A' FABRic
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
VENT � ,A% J)\ /� SCREEN ACCESSIBLE TH",I
FLOAT
BARREL PIPE LONGER THAN SHOWN.
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'.
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY,
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4 INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY. ETC. (UNLESS NOTED) PRIOR TO BEC.INING CLEARING OPERATIONS
CRAP
RO $IVMIIA
OR APPROVED PLAN .
DIAMETER- PER RAN
�\\ INSTALL PJC TEE WITH
SCREW TKMOVIEG
OND NCIL LONGER
OKRArED
\ AND POND NO RI SEDT OPERATES
AS A TEMPORARY SEpIMENT BASW
FLEXIBLE PRE
' T
PRIMARY WATER QUALITY ORIFICE INVERT t'
PVC DRAIN DIAMETER. SEE PIAN
INSTALL ORRICE
IN BOTTOM OF PVC TEE h
ONCE SKIMMER IS REMOVED—�
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
I"DIA . COR. PLASTIC PIPE/
CUT IN HALF AND RLAGE
AGAINST RISER - BACKFILL
WITH NO 57 STONE (1T DEEP)
SKIMMER BASIN TIE-IN TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1 Schedule a preconstruction conference with the Environmental Engineer
Charles Phillips 919-796-8769 Obtain a land disturbing permit.
2. Install erosion Control measures based on the approved emsion control plan
Clear only as necessary to install these devices Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to user per detail. Seed temporary
diversions, berths and basins immediately after construction.
3. Call Charles Phillips at 919.791 for on site inspection by
environmental inspector and obtain a Cereflrate of Compliance.
4. Begin cleanng and grubbing. Maintain devices as needed. Rough grade
5. Install storm sewer(if shown) and protect inlets with block and gravel
inlet controls, sediment traps or other appmved measures as shown on
the plan. Begin Constructing building, ate.
6. Stabile site as areas am brought up to finish grade With vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and all areas am stabilized completely,
call Charles Phillips at 919-796$769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to stortnwater use prior to Completing any related work. If site is
approved, remove temporary diversions, silt fencing, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining
permanent erosion control devices (such as velocity dissipators) should
be installed now. Remove skimmers from sediment basins to convert
temporary skimmer basins into permanent stormwater control measures.
9. When vegetation has become established, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-8769. Obtain a
Certificate of Completion.
1t�T CARp�A
�,Tti 7 e
4 SEAL !S
034394
7
r�A
02/21/2017
••
•
05/24/16
DRAWN BY
J. DOOLEY
DESIGNED BY
B. MCLAMB
CH' IEED BY
J. CHANDLER
SCALE
PER PLAN
Al
0rNLU
Lr) Q
U �
Q
z I
In
_j
U) 1�
W
U)
W
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Z
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U)
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W
`JOB NO^
37338
C6.1
8'-0- MAXIMUM
in
SILT FENCE FABRIC
MINIMUM 10 GAVGE /
INSTALLED TO SECOND
UNE WARES —`
N1RE FROM TOP
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WARES
Lil
GRADE
3 TIMES II r
7�
FRONT VIEW
•+OTE.
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
{ -FILL SLOPE
1 NII A
F' MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
PLAN V I L W NOTES:
1 L = THE LENGTH OF THE RIPRAP APRON.
_. d = I.5 TIMES THE MAXIMUM STONE DIAMETER ELI +._
LESS THAN 6' (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
L� L INSTALLED BETWEEN THE RIPRAP AND SOL FOUNDATION
PIPE
a
- FILTER
SEC ON'A-A' FABRic
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
VENT � ,A% J)\ /� SCREEN ACCESSIBLE TH",I
FLOAT
BARREL PIPE LONGER THAN SHOWN.
STANDARD SKIMMER DETAIL
TEMPORARY SEDIMENT BASIN NOTES'.
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN OR REPLACE STONE FILTER WHEN DEVICE NO LONGER DRAINS PROPERLY,
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4 INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY. ETC. (UNLESS NOTED) PRIOR TO BEC.INING CLEARING OPERATIONS
CRAP
RO $IVMIIA
OR APPROVED PLAN .
DIAMETER- PER RAN
�\\ INSTALL PJC TEE WITH
SCREW TKMOVIEG
OND NCIL LONGER
OKRArED
\ AND POND NO RI SEDT OPERATES
AS A TEMPORARY SEpIMENT BASW
FLEXIBLE PRE
' T
PRIMARY WATER QUALITY ORIFICE INVERT t'
PVC DRAIN DIAMETER. SEE PIAN
INSTALL ORRICE
IN BOTTOM OF PVC TEE h
ONCE SKIMMER IS REMOVED—�
AND POND NO LONGER OPERATES
AS A TEMPORARY SEDIMENT BASIN
I"DIA . COR. PLASTIC PIPE/
CUT IN HALF AND RLAGE
AGAINST RISER - BACKFILL
WITH NO 57 STONE (1T DEEP)
SKIMMER BASIN TIE-IN TO DRY DETENTION RISER
WAKE COUNTY CONSTRUCTION SEQUENCE
1 Schedule a preconstruction conference with the Environmental Engineer
Charles Phillips 919-796-8769 Obtain a land disturbing permit.
2. Install erosion Control measures based on the approved emsion control plan
Clear only as necessary to install these devices Install permanent risers for Dry
Detention Ponds #1 and #2 and attach skimmer to user per detail. Seed temporary
diversions, berths and basins immediately after construction.
3. Call Charles Phillips at 919.791 for on site inspection by
environmental inspector and obtain a Cereflrate of Compliance.
4. Begin cleanng and grubbing. Maintain devices as needed. Rough grade
5. Install storm sewer(if shown) and protect inlets with block and gravel
inlet controls, sediment traps or other appmved measures as shown on
the plan. Begin Constructing building, ate.
6. Stabile site as areas am brought up to finish grade With vegetation,
paving, ditch linings, etc. Seed and mulch denuded areas per ground
stabilization time frames
7. When construction is complete and all areas am stabilized completely,
call Charles Phillips at 919-796$769 for an inspection by the
environmental engineer.
8. Wake County must grant permission to convert the sediment basin
over to stortnwater use prior to Completing any related work. If site is
approved, remove temporary diversions, silt fencing, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining
permanent erosion control devices (such as velocity dissipators) should
be installed now. Remove skimmers from sediment basins to convert
temporary skimmer basins into permanent stormwater control measures.
9. When vegetation has become established, call for final site inspection by
Environmental Inspector, Charles Phillips at 919-796-8769. Obtain a
Certificate of Completion.
1t�T CARp�A
�,Tti 7 e
4 SEAL !S
034394
7
r�A
02/21/2017
••
•
05/24/16
DRAWN BY
J. DOOLEY
DESIGNED BY
B. MCLAMB
CH' IEED BY
J. CHANDLER
SCALE
PER PLAN
Al
0rNLU
Lr) Q
U �
Q
z I
In
_j
U) 1�
W
U)
W
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J
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InfF-
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`JOB NO^
37338
C6.1

i
NOTES:
I L - THE LENGTH OF THE RIPRAP APRON.
2 a- 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS MAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6' (INCHES) ABOVE
ME MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
II� SII BANK, WHICHEVER IS LESS
4 .
. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION
;PIPE
as
_ L
SECI70N'A-A' FFILTEP ABRIC
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
UPSTREAM END OF
STORM DRAIN OVERFLOW,
A • • T PIER
DIA
11 DIAMETER
D A A P
a o
BURY BOTTOM T� �_•
OF PLYWOOD
I I
1 -------- 3/4" EXTERIOR
ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION
DETAILS. rSTEEL FENCE POST
I (TYPICAL)
WASHED STONE FILTEY
ACROSS PIPE INLET -
UPSTREAM END OF
STORM DRAIN
rti rti rti
() �) if �) ( () HARE
U U U STONE FILTER INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
NOTES:
F W 1 T T
2 TEMPORARY DIVERSION DITCH TO TC USED TO INTERCEPTLO AND OR DIVERT 0 A SEDIMENT CONTROL MEASURE OR BMP
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. /
3. DITCH $HALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY /ILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING. MULCH WITH TAC. AND/OR EROSION CONTROL NETTING.
CROSS SECTIONAL VIEW
WA K "7
STANDARD TEMPORARY DIVERSION DITCH
I . PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF UME. FERTILIZER, AND SEED,
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY' 12" (30 CMI OF RECP's
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN THE
BOTTOM OF THE TRENCH BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECR'5
3 ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM`, STAPLES/STARES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CMI
APART AND 4" (10 CM) ON CENTER TO SECURE RECP',.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN A 6' (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6, ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5' (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4- (10 CM) APART AND 4` (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL ENO OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6• (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
• 1N LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's
NOTE:
A7 CRITICAL PORTS • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B IF NECESSARYTO ALLOW STAPLES TO SECURE THE
A. OVEREATS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
i� C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
NAIV SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 m) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's,
SEEDING SCHEDULE
1 2' MIN.
EARTH FILL COVERED 8t
1I—
OR 12" WHICHEVER IS —
WASTE MATE IAL -COMPACT.
SIDE DITCHES, SLOPES (MAX 11)
VAR
TYPE
SEED h MULCH AFTER
CONSTRUCTION OF DITCH
E
iAll FESCUE
300 LBS/ACRE
_ 10'
TALL FESCUE
300 LBS/ACRE
\
k ABRUZZI RYE
25 LBS/ALAE
MAR I - OR 15
TALL FESCUE
300 LBS/ACRE
OR 15 - AM 30
HULLED COMMON BERMWA(RASS
25 LBS/ACRE
AIL I - AUG 15
TAU FESCUE AND
120 LBS/ACRE
O ° o° 0 p O O O p O °p O o o C
° °
_ I
= I I- 1- f III
V
( I I
IN
VAR- �J \ P
0' - 2' -i - i I -I 11-
30 LBS/ACRE
-1 11 1 111
I 1 I
FULLCULVERTSFLOW
TOGETHER =BANK FULL ROW
1,1 I- III -1— III
77 II-III
11 I 1I—
12"
-I I
1=1 IL=I
I L=1 I1=''
p0°G
CROSS SECTIONAL VIEW
WA K "7
STANDARD TEMPORARY DIVERSION DITCH
I . PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF UME. FERTILIZER, AND SEED,
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY' 12" (30 CMI OF RECP's
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE RECPs WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN THE
BOTTOM OF THE TRENCH BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECR'5
3 ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM`, STAPLES/STARES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CMI
APART AND 4" (10 CM) ON CENTER TO SECURE RECP',.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN A 6' (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6, ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5' (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4- (10 CM) APART AND 4` (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL ENO OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6• (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
• 1N LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's
NOTE:
A7 CRITICAL PORTS • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B IF NECESSARYTO ALLOW STAPLES TO SECURE THE
A. OVEREATS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
i� C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
NAIV SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 m) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's,
SLOPES (3.1 TO 2, 1)
MAR 1 - AIN I SERKYA LESPEDEZA (SCARFED) 50 LBS/ACRE
A
(MAR I OR 15) ADD TALL FESCUE 120 LBS/ACRE
(MAP t - AIN 30) OR ADD MEEPING LOVEGRASS 10 LBS/ACRE
(YAR 1 -AIN 30) OR ADD HULLED COMMON BERMUDAMASS 25 LBS/ACRE
.UN I - SEP 1 •••TALL FESCUE AND 120 LBS/ACRE
•'•BRONNTOP MILLET 35 LBS/ACRE
^•CN SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
SEP 1 - MM 1 SERICEA LEMMA (UWARIED-UNSCMRFED) 70 LBS/ACRE
AM TALL FESCUE 120 IBS/ACRE
(NOV I - MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
••' TEN PORARY - 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 SHADED OUT.
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SUPERPHOSPHATE
4.) APPLY AGRICULTURAL LIME. FERTILIZER, AND UNIFORMLY AND
MIX WITH SOIL (SEE BELOW).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED. FIRM INCHES
DEEP. REASONABLY UNIFORM SEEDBED 15 PREPARED 4 TO 6
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER
SEEDING. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULMACK
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED. REESTABLISH FOLLOWING
ORIGINAL LIME. FERTILIZER AND SEEDING RATES.
9 ) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3
TONS/ACRE IN CLAY SOLS)
FERTILIZER - 1,000 16s. / ACRE -10-10-10
SUPERPHOSPHATE- 500 HUI> / ACRE -209 ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION 0 3GO GALS./ ACRE
SEEDING SCHEDULE
COARSE AGGREGATE
EARTH FILL COVERED 8t
(REMSED.
OR 12" WHICHEVER IS —
SHOULDERS,
SIDE DITCHES, SLOPES (MAX 11)
DAZE
TYPE
PLANRNG RATE
AUG IS - .1 I
iAll FESCUE
300 LBS/ACRE
NOV I - MAR I
TALL FESCUE
300 LBS/ACRE
Sl'PPORT \YIRF
k ABRUZZI RYE
25 LBS/ALAE
MAR I - OR 15
TALL FESCUE
300 LBS/ACRE
OR 15 - AM 30
HULLED COMMON BERMWA(RASS
25 LBS/ACRE
AIL I - AUG 15
TAU FESCUE AND
120 LBS/ACRE
O ° o° 0 p O O O p O °p O o o C
° °
•"OROYMTOP MILLET
35 LBS/ACRE
•"OR SORGUUM-SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3.1 TO 2, 1)
MAR 1 - AIN I SERKYA LESPEDEZA (SCARFED) 50 LBS/ACRE
A
(MAR I OR 15) ADD TALL FESCUE 120 LBS/ACRE
(MAP t - AIN 30) OR ADD MEEPING LOVEGRASS 10 LBS/ACRE
(YAR 1 -AIN 30) OR ADD HULLED COMMON BERMUDAMASS 25 LBS/ACRE
.UN I - SEP 1 •••TALL FESCUE AND 120 LBS/ACRE
•'•BRONNTOP MILLET 35 LBS/ACRE
^•CN SORGHUM -SUDAN HYBRIDS 30 LBS/ACRE
SEP 1 - MM 1 SERICEA LEMMA (UWARIED-UNSCMRFED) 70 LBS/ACRE
AM TALL FESCUE 120 IBS/ACRE
(NOV I - MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
••' TEN PORARY - 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 SHADED OUT.
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SUPERPHOSPHATE
4.) APPLY AGRICULTURAL LIME. FERTILIZER, AND UNIFORMLY AND
MIX WITH SOIL (SEE BELOW).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED. FIRM INCHES
DEEP. REASONABLY UNIFORM SEEDBED 15 PREPARED 4 TO 6
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER
SEEDING. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULMACK
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED. REESTABLISH FOLLOWING
ORIGINAL LIME. FERTILIZER AND SEEDING RATES.
9 ) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3
TONS/ACRE IN CLAY SOLS)
FERTILIZER - 1,000 16s. / ACRE -10-10-10
SUPERPHOSPHATE- 500 HUI> / ACRE -209 ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION 0 3GO GALS./ ACRE
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GREATER
F
NOTES:
1. UL. BE AND SIDES
FILTER FABRIC
D
USING SMATFSOR BY TRENCHINOD SFDATTHFENCE,
CUMULAT FOR KILTIN PIE V.
USING STAPLES DI E T WILL ACCUMULATEIN PIE ISEBAY,
2. MOSTOF THESEDIMENTDIMEADILY
Sl'PPORT \YIRF
°
_
ACCESSIBLE EE
PWHI ROVIDE 3 BAFFLE READILY ACCESSIBLE. FOR MAINTENANCE
O. 3 N IF FEET IN LENGTIiI. PROVIDE.
I—I I EI I I
I I(—)
I
5BFF FOR DILS M AR GREATER THAN
RAFFLES HALL BE MGrM COIR ERMION.RTHANIRAI'RF.S.
4. BAFFLE SHALL
FENCE AND FABRIC'
S SHOULD E2INC`OSIONBER'DIA.
5. TOPS OF BAFFLES SHOULD BE 21NOTE5 LOWER lT1AN TILE TOP OF THE BL•RMS
6. INSPECT BAFFLES FOR REPAIR ONCE. A WEEK AND AFTER EACH RAINFALL
O ° o° 0 p O O O p O °p O o o C
° °
BURIED IN TRENCH
CAPACITY O PIPE
ST—MOST
FULLCULVERTSFLOW
TOGETHER =BANK FULL ROW
Flow
ELEVATIONI
p0°G
6-X6• TRENCH,
BACKFILLED AND
� EARTH FILL COVERED E
R1' � LARGE ANGULAR ROCK
COARSE AGGREGATE
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CROSS SECTION
SUPPORT ROPE
SUPPORT POST
O
O°000u B mg °po°pC°o°p p�p0 pp o°o0°o eOO°
TOWIRE TO
PR EVENT SA(A',I
4'INTRO BOTTOM STAKI-.TO
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p p Oo o p°O° OOp ° O o °o °p
°
O° 0 0OO
Sl'PPORT \YIRF
o° O o
Op p Oo 0 0 G p OP ° O o p 0° O p p° °0
0 0 p
°000 p00 OJ oOo °OO G°Opp Opp °°Oc
FENCE AND FABRIC'
O ° o° 0 p O O O p O °p O o o C
° °
BURIED IN TRENCH
0 po° ° c o o p op° OO c D"o, p p p op OO°o O�c
O°C°o 00o
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O°o O O p
�°ao0 O o 00 000000 00 ° Qioo Go 0p
i
p0°G
6-X6• TRENCH,
BACKFILLED AND
COIR MF SH OR SIMILAK STAPLED OR
TRENCHED UNTO BOTTOM OR SIDE.
COMPA(TTT)
SECTION VIEW AT OPENING
25 STREAM CHANNEL 25'-
MINIMUM MINIMUM
TOP OF BANK { TOP OF RANI.
or
PLAN
WAKE
:
STANDARD BAFFLES
DETAIL
" SSTANDARD
TEMPORARY STREAM CROSSING
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I,
PROTECTION r
i
— \ EMERGANGN­7 SPILkWAY
`
;
/
/ I
4'X4' II
/ RISER )
I I
I
I I l l i / DRY '
OUTLET DTENTIO
POND#iN I /
)TECTION
@ PIPE D
OUTLLEY I J
PRO*CTION
1
@,P7E E 1
y / Zx%
- —
X11
•., /� /,�� DRY
DETENTION a/
PONDTLE
PROTECTION .s
@ PIPE C
I / /
100 YF EL 405.43
i
YP EL 404.2__
I YR EL 403.56
r
CONTRACTOR'
/ORIFICE
CONCRETE RISER
NO SCALE
TOP OF DAM r— 5
.END SECTION
ELEVATION
EL 406 C
EMERGENCY SPILLWAY ELEVATION r; _ ` EL 40S G -
1
�
Q�
SOLUTIONS TRASH
O
h
/
RACK (OR EQUAL),
LENGTH (FT)
\;
\\
ANTI -VORTEX TRASH
RACK BY PLASTIC
GROUNDWATER
SOLUTIONS OR EQUAL
SEE TABLE FOR DIMENSIONS
�'�`"- CREST OF RISER
THE TOP OF RISER.(
JOINT)
1.0
ELEVATION
�—
CENTERLINE\ /
1 411.0
\-
CONCRETE RISER
OF DAM !� ,
SEDIMENT DEPTH
INDICATOR ELEVATIONEL
POND p2
/
4010
BARREL INV. IN ELEVATION 1
FX5'X5' CONCRETE
ANTI -SEEP COLLAR LOCATED
INSTALL AN '
.END SECTION
IMPERMEABLE LINERDRILL
ORIFICE INTO
OF COMPACTED SOIL
RISER WITH PLASTIC
ORIFICE INTO
AS POND BASE SO
SOLUTIONS TRASH
REA(ACRES)�PRE-DEV FLOW(CFS) FLOW(CFSI
THAT LINER WILL NOT
RACK (OR EQUAL),
LENGTH (FT)
RAISE OR LOWER
I OVER ORIFICE. TRASH
SLIGHTLY DOWNSTREAM
GROUNDWATER
RACKTOEXPANDTOI
SEE TABLE FOR DIMENSIONS
(MINIMUM 2' FROM PIPE
THE TOP OF RISER.(
JOINT)
DEPTH
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
NOTE'. INSTALL RUBBER
GASKETS ON ALL PPE JOINTS
FOR WATERPROOFING
BMF
.END SECTION
BARREL
BASIN VOLUME
EMERGENCY SPILLWAY
�RIPRAP OUTFALL
ORIFICE INTO
/ PROTECTION
Zj
REA(ACRES)�PRE-DEV FLOW(CFS) FLOW(CFSI
BARREL INV. IN ELEVATION
5'X5X5-CONCRETE
LENGTH (FT)
\ ANTI -SEEP COLLAR LOCATED BARREL INV. OUT ELEVATION
' — CONCRETE ANTI -FLOTATION
SLIGHTLY DOWNSTREAM
BLOCK @ BASE ELEVATION
FROM CENTERLINE OF DAM
SEE TABLE FOR DIMENSIONS
(MINIMUM 2' FROM PIPE
35
JOINT)
BMF
DRAIN = P PEAU ri YR PEAF POST -DE/
REQUIRED BASIN
BASIN VOLUME
EMERGENCY SPILLWAY
ANTI -FLOTATION
ORIFICE INTO
ORIFICE
NUMBER
REA(ACRES)�PRE-DEV FLOW(CFS) FLOW(CFSI
VOLUME (CF7
PROVIDED (,-_F)
LENGTH (FT)
BASE DIMENSIONS
RISER (IN.)
ELEVATION
DETENTION
15.23 1 5.81 468
10.834
14,727
35
8'Y8'x2' THICK
1.0
402.0
POND #1
1 411.0
\-
410.0
1
�RIPRAP OUTFALL
POND p2
BMP
TOP OF BERM
EMERGENCE' SPILLWAY
CREST OF RISER TOP OF RISER BOTTOM OF BASIN
BARREL BARREL
BARREL INVERT IN
BARREL INVERT OUT
RISER
NUMBER
ELEV.
ELEV.
ELEV FOOTING ELEV ELEV.
DIAMETER nN; LENGTH (FT.)
ELEv
ELEV.
THE TOP OF RISER.
DETENTION
40EC
405.0
404.0 4010 402,0
_" RCP 50
4010
3995
/-END SECTION
POND #1
1 411.0
\-
410.0
1
�RIPRAP OUTFALL
POND p2
BMP SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3'1 OR FLATTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BASIN
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY -—
/
TOP OF DAM
ELEVATION � EL 415.0
EMERGENCY SPILLWAY ELEVATION �j ��'�\ �� �� EL 414.0
_V_100 YR EL 413.34
.�f V 10 IF EL 413.17
ANTI -VORTEX TRASH
1-YP E 41 3 00- _ RACK BY PLASTIC
SOLUTIONS OR EQUAL
SEDIMENT DEPTH
INDICATOR ELEVATION
EL 412 0
CONTRACTOR TO/
INSTALL AN /
/�\'---
IMPERMEABLE LINER
DRILL ORIFICE INTO
OF COMPACTED SOIL
RISER WITH PLASTIC
AS POND BASE SO
SOLUTIONS TRASH
THAT LINER WILL NOT
RACK (OR EQUAL)
RAISE OR LOWER
OVER ORIFICE, TRASH
GROUNDWATER
RACK TO EXPAND TO
O-jING EV
THE TOP OF RISER.
ORIFICE
CONCRETE RISER
NO SCALE
DEPTH ,j:'
i
- IN -
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
BMF DF AIN YR DEAF I ?P PEAT! FOST DEV. R O.IIRED BASIN BASIN VOLUME EMERGENCY SPILLWAY ANTI -FLOTATION ORIF✓JE INT,- ORIFICE
NUMBER AREA ACRE ,;PRL -DEV FLOK'FS)i FLOW(CFS)VOLUME (CFI PROVIDED (CF) LENGTH (FT) BASE DIMENSIONS 1 RISER (IN_1 ELEVATION
1 -� t
( DETENTION a a0 1 61 C 79 1 2.839 4,a66 20 8 x8'.2 THI,n LO 4' _C,
I T 1 I
BMP
TOP OF BERM
EMERGENCY SPILLWAY
CREST OF RISER
TSP OF ER
BOTTOM OF BASIN
CREST OF RISER
\ /�\!`�
"
NOTE INSTALL RUBBER
GASKETS ON ALL PIPE JOINTS
ELEVATION
1_1[� �—
/'
CENTERLINE / ;/ V
FOR WATERPROOFING
CONCRETE RISER
OF DAM
O-jING EV
I ELEV.
DIAMETER (IN z LENGTH (FT_)
ELEV_
LGA
DETENTION
415.0
414.0
/-END SECTION
BARREL
1 411.0
\-
410.0
409.5
�RIPRAP OUTFALL
POND p2
PROTECTION
BARREL INV. IN ELEVATION 1
FX5'X5' CONCRETE
ANTI -SEEP COLLAR LOCATED
BARREL INV. OUT ELEVATION
CONCRETE ANTI -FLOTATION
SLIGHTLY DOWNSTREAM
BLOCK @ BASE ELEVATION
FROM CENTERLINE OF DAM
SEE TABLE FOR DIMENSIONS
(MINIMUM 2' FROM PIPE
JOINT)
BMF DF AIN YR DEAF I ?P PEAT! FOST DEV. R O.IIRED BASIN BASIN VOLUME EMERGENCY SPILLWAY ANTI -FLOTATION ORIF✓JE INT,- ORIFICE
NUMBER AREA ACRE ,;PRL -DEV FLOK'FS)i FLOW(CFS)VOLUME (CFI PROVIDED (CF) LENGTH (FT) BASE DIMENSIONS 1 RISER (IN_1 ELEVATION
1 -� t
( DETENTION a a0 1 61 C 79 1 2.839 4,a66 20 8 x8'.2 THI,n LO 4' _C,
I T 1 I
BMP
BMP SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3.1 u FLAT It. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BA51N
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
CAP
O 4F.SS o.� ij
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02/21/2017
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05/24/]6
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DRAWN BY
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• DESIGNED BY
•B. MC(AMB
• CHECKED BY
J. CHANDLER
• • SCALE
• PER PLAN
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TOP OF BERM
EMERGENCY SPILLWAY
CREST OF RISER
TSP OF ER
BOTTOM OF BASIN
BARREL BARREL
BARREL IN VERT IN
EARR LIN VERT OU7
PISEF
NJMBER
ELEV
ELEV
ELEV.
O-jING EV
I ELEV.
DIAMETER (IN z LENGTH (FT_)
ELEV_
LGA
DETENTION
415.0
414.0
4130
410.0
1 411.0
15" RCP 50
410.0
409.5
4X4' RCP
POND p2
BMP SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3.1 u FLAT It. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BA51N
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
CAP
O 4F.SS o.� ij
py SEAL
031377
02/21/2017
E
E
Fc
v ;
2 2
wua'X F Fi
a� m F i2
z O O O
wOo,^h O
y � m LL N � VWi IW/1
p O
Zg
G� t W
0 2 K 2 2I
� O Q O O
vi 20=2;
j O p 0 01
O U W U Vi
0 3�33I
i
❑ YO �O �O 1
� 0000�
N N N N
H
0
GATE
05/24/]6
0
DRAWN BY
J. DOOLEY
• DESIGNED BY
•B. MC(AMB
• CHECKED BY
J. CHANDLER
• • SCALE
• PER PLAN
0 Lmu
N V) a S
N E
O J
d u
z Z U 8
LU I Ui
o
W (1'j
Z (D o6 F
U z z In a
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o g;<1;
Z`y am J 8.
LLJ
LL w E;
0 � a I
W V
OZ J1-4 NcI1
co
OB
37333
8
SHEET N0. s
C6.4