19981052 Ver 2_PCN Form Submission_20190814

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
19981052
2
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Brier Creek Country Club (BCCC) - Cart Path Repairs
1a. Who is the Primary Contact?*
Bob Zarzecki
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
8/14/2019
Nearest Body of Water
Little Brier Creek (Stream Index No. 27-33-4-1)
Basin
Neuse
Water Classification
C; NSW
Site Coordinates
Latitude:
35.904914
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.802235
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
F Yes f No
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
NWP Numbers (for multiple NWPS):
NWP27 or NWP18 may be necessary for the restoration of the wetland area above the cart path bridge.
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular r 401 Water Quality Certification - E)press
F Non -404 Jurisdictional General Permit ,rJ Riparian Buffer Authorization
F Individual Permit
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: r Yes r No
For the record only for Corps Permit: r Yes r No
1f. Is this an after -the -fact permit application?*
r- Yes 6 No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
f Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
1h. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r- Yes F No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
f Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Toll at Brier Creek Limited Partnership
2b. Deed book and page no.:
Book 008770 / Page 02417
2c. Responsible party:
Ron Falkowski
2d. Address
Street Address
9400 Club Hill Dr
Address Line 2
aY
Raleigh
P stal / Zip Cade
27617
2e. Telephone Number
[phone]
29. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Brier Creek Country Club Owners Association, Inc.
2b. Deed book and page no.:
Book 011133 / Page 01763
State / Rwince / Pagion
NC
Country
USA
2f. Fax Number:

2c. Responsible party:
Chris Parrish
2d. Address
Street Address
2310 TW Alexander Drive
Address Line 2
Suite G
CKY
Raleigh
Postal / Zip Code
27617-7755
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / legion
NC
(buntry
USA
2f. Fax Number:
............ ............. ...... ....... ..........._... .._... .._.. ................... .. .. .. ............. ... .. .... .. _..... ._.._.._ _........
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appro)riate)
1c. Nearest municipality/ town:
Raleigh, NC
2. Project Identification
2a. Property Identification Number:
portions of 0758940138 & 0758847548
2c. Project Address
Street Address
11511 Arnold Palmer Dr. & 9411 ClubvaIley Way
Address Lire 2
city
Raleigh
Postal / Zip (ode
27617
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Brier Creek (Stream Index No. 27-33-4-1)
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010801
4. Project Description and History
2b. Property size:
+/-0.2
State / Province / Fegbn
NC
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is an existing golf course located in the Brier Creek neighborhood of Raleigh, NC. The project area consists of a portion of the cart path where accelerated erosion has
occurred at a stream crossing. The stream headcut has migrated up the drainage to the cart path and is now undermining the cart path bridge. General land use in the vicinity of the
project consists golf course, residential and commercial land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
r Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
BCCC was permitted by both the USACE and DWR back in 1998 (WQC 401 Project # 98-1052 / SAW -1999-20084, 85 & 86). Only wetlands existing within this project area back then.
No stream or buffers. The stream has migrated up the drainage into it today. Attached are the 1998 permit approvals and excerpts from the impact maps for this area.
Project History Upload
BCCC - 1998 Permit Info.pdf
396.58KB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)

BCCC_USGS Map.pdf
2.43MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
BCCC_soil survey.pdf 632.23KB
4f. List the total estimated acreage of all existing wetlands on the property:
1
4g. List the total estimated linear feet of all existing streams on the property:
1,000
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to repair the stream, protect upstream wetlands (from draining out of jurisdiction) and protect the existing cart path bridge and large irrigation
line.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Please refer to attached preliminary construction drawings. The overall project includes the repair of 263 LF of the overall approximately 1,000 LF of tributary stream channel. The
plans all for stabilization of the headcut at and under the existing golf cart bridge to both protect the bridge and large irrigation line. Natural channel design techniques are proposed
(e.g., boulder rock vanes, etc.). The work will also protect upstream wetlands by stabilizing the stream and limiting further migration of the stream channel into the wetlands north of the
bridge which would most likely drain these wetlands. Some grading and wetland restoration work is proposed within 0.0073 acres of wetland area immediately upstream of the bridge as
the channel had begun migrating into this area. Access to the project area will be through upland areas and existing golf course from Clubvalley Way. Earth moving equipment (e.g.,
excavators, dumptrucks, etc.) will be used.
4j. Please upload project drawings for the proposed project.
BCCC_Brier Creek GC Stream R&S Plan - Preliminary Construction Drawings - RFS - 08-12-2019.pdf 6.61 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
Delineation were verified by the USACE and DWR back in 1998. A site visit was conducted with
Ross Sullivan (USAGE) and Stephanie Goss (DWR) on February 8, 2019 to review the existing
conditions within the project area.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
BCCC is not asking for a new JD verification in association with this permit application request.
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Bob Zarzecki
Agency/Consultant Company: S&EC,PA
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No other permits are anticipated in association with this repair.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands R Streams -tributaries P Buffers
r- Open Waters r Pond Construction
2. Wetland Impacts
!a. Site #* (') 2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
—11
Jurisdicition*(?) area*
1 Temporary Construction T Bottomland Hardwood Forest W1 Yes Both 0.073
Acces & Wetland (acres)
Restoration/Repair

2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.073 0.000
2g. Total Wetland Impact
0.073
2h. Comments:
This proposed impact is to both provide temporary construction access to the stram repair work and also to restore/repair the wetlands. The area will
be returned to original grade of the wetland area and replanted in a wetland seed mix and trees/shrubs per the attached plans.
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S7Stream Repair Bank Stabilization UoLte Brier Creek ::1ff::J-th A
:1
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
31. Total temporary stream impacts:
0
263
31. Total stream and ditch impacts:
263
3j. Comments:
See attached preliminary construction plans for details.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
R Neuse
r Tar -Pamlico
F Catawba
r Randleman
❑ Goose Creek
r Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 7 impact 6g. Zone 2 impact
Stream & Wetland Restoration/Repair T UT to Little Brier Creek No 14,627 658
6h. Total buffer impacts:
.........................
Zone 1 Zone 2
Total Temporary impacts: 14,627.00 658.00
Zone 1 Zone 2
Total Permanent impacts: 0.00 0.00
Zone 1 Zone 2
Total combined buffer impacts: 14,627.00 658.00
6i. Comments:
See attache prelimianry construction plans for details on the buffer planting plan, etc.
Supporting Documentation
BCCC_Impact Map-08-09-2019.pdf 280.25KB
LE,Jmpact Justification and Mitigation �nj
1. Avoidance and Minimization
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The nature of the project being the repair and stabilization of a highly unstable, actively incising stream channel will protect the upstream wetlands and
downstream voters by preventing additional sediment loss from failing banks. The project areas has been limited to the minimum needed to perform
the work.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:

The project will obtain an erosion control permit from the City. Erosion control measures as described in the attached preliminary construction plans
will be used.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project is a stream and wetland restoration/repair project that will not result in a loss of streams or wetlands.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r' No
What type of SCM are you providing?
[ Level Spreader
[ Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
[ Other SCM that removes minimum 30% nitrogen
Q Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r' No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federallstate/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The project is a stream and wetland restoration/repair project and will not result in an additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r' No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No

5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r' Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r- Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r- Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program, 2019. Geographic Information System (GIS) data, NCDNCR, Raleigh, NC. Available at http://wvvw.ncnhp.org/.
(Accessed: July 31, 2019).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r- Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Fisheries Essential Fish Habitat Mapper was used. This project is located Within the Piedmont region of NC, far away from any identified
EFH areas.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service was referenced on July 31, 2019. No historic listings, study list entries, or determined
eligible listings were identified with the property.
7c. Historic or Prehistoric Information Upload
BCCC_SHPO Map.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r- Yes r No
8c. What source(s) did you use to make the floodplain determination?*
The NC Floodplain Mapping Program's Flood Risk Information System was used.
Miscellaneous
Comments
Attached is the 2/8/2019 USACE & DWR pre-applicaiton meeting summary and exhibits.
475.02KB
Miscellaneous attachments not previously requested.
BCCC_USACE & DWR Pre -app Ste Mtg 2-8-2019 Summary Email & Ex1hibits.pdf 4.92MB
Signature -
*
R By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a 'transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Bob Zarzecki
Signature

Date
8/14/2019

Environmental Consuld-Lariats,
4412 Falls of Neuse Road, SYute 104, Raleigh NC 2761 a -Phone: ()15)846-59W- F= 0111) 846-9467
sandec.corn
Project Name/Description: Brier Creek Country Club — Cart Path Repairs S&EC Project # 13685
Date: 2019
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Ross Sullivan Field Office: USACE Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (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:
Brier Creek Country Club (BRCC) — Cart Path Repairs (between holes 2 & 3)Brier Creek Raleigh, Wake County, NC
Evaluation Area: +/- 0.2 acres PIN No.: portion of 0758847548 Lat/Long: 35.904914/-78.802235
Watershed: Little Brier Creek 27-334-1, "C:NSW ', Neuse 03020201
PROPERTY OWNER INFORMATION:
Name: Brier Creek Country Club Owners Association, Inc.
Address: 2310 TW Alexander Drive, Suite G, Raleigh, NC 27617-7755
Phone No.: ( ) Fax No.: ( ) Mobile No.: ( )
Email:
M
Property
Property
.,
,,he best our knowledge.
Date

Environmental Consultants,
8412 Falls oFNeuse Road, Suite 104, Raleigh, NC 2_7515 - Phone: [phone] - Fax: [phone]
s;sndec.com
PROPERTY OWNER CERTIFICATION i AGENT AUTHORIZATION
Project Name/Description: Brier Creek Country Club —Cart Path Repairs S&EC Project 4
Date: 2018 0!A /-(.
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha Alexander
Field Office: USAGE Raleigh Regulatory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (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:
Brier Creek CoM Club RCC —Cart Path Repairs(between holes 2 & 3), Brier Cree - Raleigb, Wake Comm.NC
Evaluation Area: +/- 0.2 acres PIN No.: portion of 0758940138 Lat/L.ong: 35.9049141-78.802235
Watershed: Little Brier Creek 27-33-4-1. "C:INSW ', Neuse 03020201
PROPERTY OWNER INFORMATION:
Name: Toll at Brier Creek Limited Partnership (Atm: Club Controller)
Address: 9400 Club Hill Drive, Raleigh, NC 27617-7570
Phone No.: — Fax No.: Mobile No.:
Email:
Property Owner (please
Property
Signature
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Project Number:
PKS
Project Manager:
1" = 1000'Scale:
1/16/2019Date:
Map Title:
Source:
USGS Map
Brier Creek Golf Course
Wake County, NC
USGS SE Durham Quad
¯0 1,000 2,000
Feet
13685.D1
Site

Project Number:
PKS
Project Manager:
1" = 1000'Scale:
1/16/2019Date:
Map Title:
Source:
Soil Survey Map
Brier Creek Golf Course
Wake County, NC
Soil Survey sheets 26 & 17
¯0 1,000 2,000
Feet
13685.D1
Site
Town of Cary, State of North Carolina DOT, Esri, HERE, Garmin,
INCREMENT P, NGA, USGS
NR Points
NR Individual Listing
NR Listing, Gone
NRHD Center Point
NR Boundaries
National Register Boundary
Boundary of Destroyed/Removed NR Listing
SL Points
SL Individual Entry
SL and DOE entry
Study List Entry, Gone
SL and DOE, Gone
SLHD Center Point
SLDOEHD Center Point
SL Boundaries
Study List Boundary
Both SL and Determined Eligible Boundary
DOE Points
Determined Eligible
DOE, Gone
SL and DOE
SL and DOE, Gone
DOEHD Center Point
SLDOEHD Center Point
DOE Boundaries
Determined Eligible Boundary
Both DOE and Study List Boundary
Surveyed Points
Surveyed Only
Surveyed in NRHD
Surveyed Only, Gone
Surveyed in NRHD, Gone
July 31, 2019
0 0.45 0.90.23 mi
0 0.7 1.40.35 km
1:22,931
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB
13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17WETLAND, STREAM & BUFFER IMPACT MAPSCALE 1" = 25'
NORTH
CONTOUR INTERVAL = 1'
12.5 0
NOTES:
1.SITE DATA INCLUDING EXISTING UTILITIES AND
INFRASTRUCTURE, SELECT NATIVE VEGETATION, EXISTING
CONTOUR DATA, EROSION CONTROL MEASURES AND
PROPERTY BOUNDARIES PROVIDED BY ECLS GLOBAL OF
COATS, NC.
2.ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE
APPROXIMATE. THIS IS NOT A SURVEY.
3.OWNER INTENDS TO UTILIZE ALL CUT MATERIAL ON SITE. NO
HAULING, OTHER THAN REFUSE IS ANTICIPATED.
2525
TEMPORARY BUFFER IMPACTS
ZONE 1 (SF/AC.)14,627 SF / 0.336 AC.
ZONE 2 (SF/AC.)658 SF / 0.015 AC.
TEMPORARY STREAM IMPACTS
LENGTH (FT.)263 FT.
AREA (SF/AC.)4,819 FT. / 0.111 AC.
TEMPORARY WETLAND IMPACTS
AREA (SF/AC.)3,195 SF / 0.073 AC
WETLAND, STREAM & BUFFER
IMPACT MAP FIGURE 1
1" = 25'

NOV-18-1998 11:01
State of Noah Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL. of 401 Watsr Quality Certification
Mr. Charles Wanta
Toll Brothers
1215 Jones Franklin Road
Suite 205
Raleigh, NC 27606
Dear Mr. Wanta:
P. 01/13
1 •
Alm
NCDEN-R,
NoRiH CAROLINA DEPARTMENT OF
ENviRoNMENT AND NATURAL ReSOURCES
November 4, 1998
Waken County
WOO 401 Project # 981052
Post -Ito Fax Note 7671
Date 11 I
10 IT8 I MGM 0. 1-:6-
To 14 MAUvi P4
CoJDapt
From
Co.
E3 P�—
ice} N moi""
Phone #
Phone #
Fax #,gLi i0 -,q 4tjqL_
F-# 27._;3-
04 -A
You have our approval, in accordance with the attached conditions, to place fill material in 0.265 acres of
wetlands or waters for the purpose of a residential development, as you described in your application dated
October 21, 1998. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Numbers 3101 and 3109. These Certifications allow you to use Nationwide Permit
Numbers 12 and 26 when the Corps of Engineers issues them. This Certification is also covered by Neuse
Buffer Rules (NBR). in addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non -
Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new appliclition for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, compensatory mitigation may be required as described in '15A NCAC 2H .050$
(h). For this approval to be valid, you must follow the conditions listed in the attached bertifiication.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this latter. To ask for a hearing, send a written
petition which conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean `.Eater
Act. If you have any questions, please telephone John Dorney at 919.733-1786.
Sincerely,
ron Wow , Jr. P_
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Feld Office
Raleigh 'QWQ Regional Office
Mr. John Domey
Central Files 981052.ltr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Ad., Raleigh, NC 27607 Telephone [phone]
FAX 91!9-733-9959
An Equal Opportunity Affirmative Action Employer - 50% recycied/10% post consumer paper

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Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 171
NOT TO SCALE
COVER, CONTENTS & VICINITY MAPVICINITY MAP(SE DURHAM QUADRANGLE)NOT TO SCALEENVIRONMENTAL DESIGN FIRM:SOIL & ENVIRONMENTAL CONSULTANTS, PA8412 Falls of Neuse Road, Suite 104Raleigh, NC 27615(919) 846-5900PREPARED FOR:BRIER CREEK COUNTRY CLUBATTN: MR. CHRIS DESHONG9400 CLUB HILL DRIVERALEIGH, NC 27617(919) 206-4685STREAM REPAIR & STABILIZATION PLANCONSTRUCTION DRAWINGS FOR THECONTENTS:1.COVER, CONTENTS & VICINITY MAP2.CONSTRUCTION SEQUENCE3.EXISTING SITE CONDITIONS4.PROPOSED SITE CONDITIONS5.PROPOSED STREAM PROFILE6.TYPICAL STREAM & VALLEY CROSS-SECTIONS7.IN-CHANNEL STRUCTURE DETAILS I8.IN-CHANNEL STRUCTURE DETAILS II & BOULDER CROSS-SECTION DETAIL9.PLANTING PLAN10.STREAM BANK, BUFFER & WETLAND PLANTING SCHEDULES11.PLANTING DETAILS & BANK STABILIZATION DETAILS12.EROSION & SEDIMENT CONTROL PLAN13.EROSION & SEDIMENT CONTROL PLAN INSET14.PUMP AROUND DETAILS I15.PUMP AROUND DETAILS II16.EROSION CONTROL DETAILS I17.EROSION CONTROL DETAILS II
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17
NOT TO SCALE
CONSTRUCTION SEQUENCE The following Construction Sequence applies to the construction of theBrier Creek Golf Course Stream Repair & Stabilization Plan project:1. Obtain USACE, NCDEQ-DWR, and City of Raleigh approval priorto construction.2. Contractor to confirm valid City of Raleigh Land Disturbance,Watercourse Buffer and Floodplain Development Permits (ifrequired) prior to construction.3. Contractor to locate and mark existing utilities and keyinfrastructure on site. Perform site walk-through with Client andEngineer.4. Install temporary construction entrance, silt fence and treeprotection fence as shown on the Construction Drawings.Augment erosion controls at the Engineer's and/or Contractor'sdiscretion during construction.5. Remove trees and under-story vegetation within work area.Where larger trees may be retained Contractor may do so withapproval of the Engineer. Stockpile previously failed trees asappropriate for use during construction.6. Install checkdam immediately downstream of the proposedstream repair reach. Install cofferdam (impervious dike) orEngineer approved equivalent immediately upstream of the startpoint of repair reach. Install temporary splash pad. Install PumpAround Operation. Utilize dewatering pump (if necessary) todischarge to special stilling basin (Dirt Bag).7. Grade stream channel banks in stream restoration reach todimension, pattern and profile shown on the plans and in thedetails. Extent of grading and channel alignment/slope may beadjusted by Engineer at the time of construction. Whereappropriate, blend grade to surrounding topography.NOTE: Contractor shall only disturb length of stream/stream bank that can reasonably be repaired and stabilizedin a single day.8. Backfill eroded areas within upstream wetland area per theConstruction Drawings and as directed by the Engineer at thetime of construction. Blend grade to surrounding topography.9. Install in-channel boulder (and log structures if approved by theEngineer) and constructed riffles as shown on the ConstructionDrawings and as directed by the Engineer.10. Temporarily stockpile cut material fill (if any) in areas as directedby Engineer (or Owner) within adjacent area for later use.Surround stockpile areas with silt fence if directed.11. Apply temporary and permanent seeding measures to disturbedareas as final grade is reached. Apply soil amendments asneeded to prepare for seeding and planting.12. Line restored stream banks with CF-7 matting or Engineer-approved equivalent as construction proceeds. Seed and strawmulch stream banks prior to matting installation. Stabilize otherslopes greater than or equal to 3H:1V with erosion controlmatting.13. Remove downstream gravel checkdam, cofferdam, pump aroundequipment and any other temporary erosion control deviceswhen directed by the Engineer.14. Perform stream bank, buffer and wetland planting as specified.Engineer to be notified prior to planting to approve planting bedconditions.15. Coordinate for walk-through inspection with Owner, Engineer,and Agency Representatives, if necessary.CONSTRUCTION SEQUENCE2
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17EXISTING SITE CONDITIONSEXISTING SITE CONDITIONS
1" = 25'
3
SCALE 1" = 25'
NORTH
CONTOUR INTERVAL = 1'
12.5 0
START STREAM AND
WETLAND REPAIR &
STABILIZATION, STA
0+00, ELEV. 334.20'
(APPROX.)
END STREAM REPAIR &
STABILIZATION, STA. 3+06,
ELEV. 326.00' (APPROX.)
EXISTING STREAM
CENTERLINE
EXISTING TOP OF
BANK / OHWM
EXISTING ZONE 1
BUFFER BOUNDARY
EXISTING ZONE 2
BUFFER BOUNDARY
EXISTING ASPHALT
CART PATH EXISTING WOODEN
BRIDGE / BOARDWALK
NOTES:
1. SITE DATA INCLUDING EXISTING UTILITIES AND
INFRASTRUCTURE, SELECT NATIVE VEGETATION AND EXISTING
CONTOUR DATA PROVIDED BY ECLS GLOBAL OF COATS, NC.
2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE
APPROXIMATE. THIS IS NOT A SURVEY.
3. OWNER INTENDS TO UTILIZE ALL CUT MATERIAL ON SITE. NO
HAULING, OTHER THAN REFUSE IS ANTICIPATED.
EXISTING ACTIVE
HEAD-CUTS W/IN
WETLAND AREA
EXISTING 10-INCH
PVC IRRIGATION LINE,
TOP OF PIPE ELEV
330.00' (APPROX.)
SELECT EXISTING TREES TO
BE REMOVED TO ALLOW
CONSTRUCTION ACCESS
2525
327326327328329330331328332331334334332332333331332333333332331332331330330331332331332330329328331332330329328330331332329329332331333Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17PROPOSED SITE CONDITIONSPROPOSED SITE CONDITIONS
1" = 25'
4
SCALE 1" = 25'
NORTH
25
CONTOUR INTERVAL = 1'
12.5 0 25
START STREAM AND WETLAND
REPAIR & STABILIZATION, STA
0+00, TIE TO STABLE
WETLAND SURFACE @ ELEV.
334.20' (APPROX.)
END STREAM REPAIR &
STABILIZATION, STA. 3+06,
ELEV. 326.00' (APPROX.)
PROPOSED REPAIRED
STREAM CENTERLINE
PROPOSED TOP
OF BANK / OHWM
EXISTING ASPHALT
CART PATH EXISTING WOODEN
BRIDGE / BOARDWALK
NOTES:
1. SITE DATA INCLUDING EXISTING UTILITIES AND
INFRASTRUCTURE, SELECT NATIVE VEGETATION
AND EXISTING CONTOUR DATA PROVIDED BY
ECLS GLOBAL OF COATS, NC.
2. GRADING WITHIN WETLAND AREA UPSTREAM OF
AND UNDER BOARDWALK TO BE BACKFILLED TO
RETURN ERODED / DOWN-CUT AREAS BACK TO
APPROXIMATE PRE-DAMAGE ELEVATION. SELECT
FILL AND QUARRIED ROCK TO BE UTILIZED TO
BACKFILL EXTENSIVE VOIDS UPSTREAM OF AND
UNDER BOARDWALK. NON-WOVEN GEOTEXTILE
MAY BE UTILIZED IN SELECT AREAS TO REDUCE
THE POTENTIAL FOR SOIL MIGRATION. FULL
EXTENT OF GRADING TO BE DETERMINED BY THE
ENGINEER AT THE TIME OF CONSTRUCTION.
3. ABC STONE TO BE UTILIZED AS BACKFILL IN
IMMEDIATE VICINITY OF EXPOSED 12-INCH PVC
IRRIGATION LINE FOR PROTECTION OF PIPE.
4. REPAIRED GROUND SURFACE WITHIN WETLAND
TO BE COVERED WITH MINIMUM OF 12-INCHES
OF EXISTING OR IMPORTED TOP SOIL AND
STABILIZED AND PLANTED PER THE PLANTING
PLAN AND DETAILS.
5. REPAIRED STREAM TO START AT DOWNSTREAM
END OF BOARDWALK AND WILL TIE TO REPAIRED
WETLAND SURFACE ELEVATION.
6. STRUCTURE LOCATION, NUMBER, AND TYPE ARE
APPROXIMATE AND MAY BE ADJUSTED BY
ENGINEER AT THE TIME OF CONSTRUCTION.
7. LOG J-HOOKS MAY BE SUBSTITUTED FOR
BOULDER J-HOOKS WITH ENGINEER APPROVAL.
8. OWNER INTENDS TO UTILIZE ALL CUT MATERIAL
ON SITE. NO HAULING, OTHER THAN REFUSE IS
ANTICIPATED.
9. SEE PLANTING PLAN AND DETAILS FOR
PROPOSED WETLAND, STREAMBANK AND
BUFFER PLANTING.
10. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS
ARE APPROXIMATE. THIS IS NOT A SURVEY.
LEGEND
CONSTRUCTED RIFFLE
PROPOSED STREAM ALIGNMENT
BOULDER CROSS VANE WITH
OR WITHOUT STEP
BOULDER J-HOOK WITH OR
WITHOUT STEP
BOULDER SILLA6A6BOULDER J-HOOK STRUCTURE
(TYP.), SEE DETAIL
TYPICAL CONSTRUCTED
RIFFLE, SEE DETAILS
COIR MATTING BANK
STABILIZATON (TYP.),
SEE DETAILBOULDER CROSS-VANE
STRUCTURE (TYP.), SEE DETAIL
BOULDER SILL,
SEE DETAIL
PROPOSED ZONE 1
BUFFER BOUNDARY
PROPOSED ZONE 2
BUFFER BOUNDARY
REPAIRED CONNECTIVE DRAINAGE FEATURE,
LOCATION, DIMENSION & SLOPE OF REPAIRS
TO BE DETERMINED BY THE ENGINEER AT THE
TIME OF CONSTRUCTION
APPROX. EXTENT OF WETLAND GRADING, FULL
EXTENT TO BE DETERMINED BASED ON SITE
CONDITIONS AT THE TIME OF CONSTRUCTION.
SEE NOTES.
PROPOSED CONTOURS
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17PROPOSED STREAM PROFILE5PROPOSED STREAM PROFILE
NOT TO SCALESTART WETLAND AND STREAM REPAIR &STABILIZATION, STA 0+00, TIE TO STABLEWETLAND SURFACE @ ELEV. 334.20' (APPROX.)END STREAM REPAIR &STABILIZATION, STA. 3+06,ELEV. 326.00' (APPROX.)EXISTING 10-INCH PVCIRRIGATION LINE, TOP OF PIPEELEV. 330.00' (APPROX.)S = 0.028 ft/ft.EXISTING BOARDWALK, TOPELEV. 337.35 (APPROX.)START STREAM @ STA. 0+43,ELEV. 333.3 (APPROX.)
BASE FLOWProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 172.35'TYPICAL POOLTYPICAL STREAM CROSS-SECTIONSTYPICAL STREAM & VALLEY CROSS-SECTIONS6TYPICAL STREAM & VALLEY
CROSS-SECTIONS
NOT TO SCALE
STANDARD PACIFIC ·POOL CROSS-SECTION AREA 13.75 SQ.FT.·BANKFULL CHANNEL WIDTH 11.00 FT.·POOL MEAN DEPTH 1.25 FT.·POOL MAX DEPTH 2.35 FT.11.00'1.30'1.05'TYPICAL RIFFLE·RIFFLE CROSS-SECTION AREA 9.35 SQ.FT.·BANKFULL CHANNEL WIDTH 1.05 FT.·RIFFLE MEAN DEPTH 1.05 FT.·RIFFLE MAX DEPTH 1.60 FT.9.0'1.60'BKFBKFNOTES:1) THIS FIGURE IS INTENDED TO REPRESENT A TYPICAL CROSS-SECTION OF THE PROPOSED POST-CONSTRUCTION CONDITION. SPECIFICS REGARDING DEPTH, DIMENSIONS AND EXTENT OF GRADING WILL VARY ALONG THE LENGTH OF THE REPAIRED STREAM CHANNEL AND VALLEY.2) FOR DETAILS REGARDING CHANNEL CONSTRUCTION, SEE PROPOSED SITE PLAN AND LONGITUDINAL PROFILE SHEETS.3) FOR DETAILS REGARDING STREAMBANK AND BUFFER PLANTING SEE PLANTING PLAN AND PLANTING SCHEDULES & DETAILS.TYPICAL FLOODPLAIN CROSS-SECTION (SECTION A-A)(NOT TO SCALE)(NOT TO SCALE)EXISTING BUFFERVEGETATIONTIE TO SURROUNDINGTOPOGRAPHY, GRADE TOSLOPE OF 3H:1V OR FLATTEREXISTING STABLEFLOODPLAIN ELEVATIONREPAIRED RIPARIAN AREA, SEE PLANTING PLAN,PLANTING SCHEDULES AND PLANTING DETAILSNEW FLOODPLAIN, WIDTH &ELEVATION VARIES ALONGREPAIR REACHBANKFULL BENCH (TYP.),BENCH WIDTH 5' (MIN.), BOTHSIDES OF REPAIRED CHANNELREPAIRED STREAM CHANNEL, SEETYPICAL STREAM CROSS-SECTIONS& LONGITUDINAL PROFILE
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17 IN-CHANNEL STRUCTURE DETAILS I7IN-CHANNEL
STRUCTURE DETAILS I
NOT TO SCALEBOULDER J-HOOK WITH STEP DETAIL1/3 WIDTH1/3 WIDTH(NOT TO SCALE)CLASS "A" , "B" ANDNCDOT #57 STONE MIXBOULDER STEPGEOTEXTILE FABRICSCOUR POOLFOOTERBOULDERS1/3 WIDTH20°-30° TYP.RIGHT BANK
LEFT BANKPLANFLOWDIRECTION3-7%SLOPESTREAM CHANNEL BEDFLOWCLASS "A", "B" ANDNCDOT #57 STONE MIXGEOTEXTILE FABRICFOOTERBOULDERSBOULDER STEPSCOUR POOLSCOUR POOLPROFILEBOULDER CROSS VANE WITH STEP DETAILNOTES:1. TYPICAL BOULDER INTERIORDIMENSIONS 2'H X 2.5'W X5'L (TYP.), SEE DETAIL2. ALL STRUCTURES TO BEINSTALLED WITH FOOTERBOULDERS3. USE 10 OZ/SY NON-WOVENGEOTEXTILE (MIN.)(NOT TO SCALE)RIGHT BANKLEFT BANKNCDOT #57 STONE MIXCLASS "A", "B" ANDGEOTEXTILE FABRICBOULDER STEPSCOUR POOL20°-30° TYP.1/3 WIDTH1/3 WIDTH1/3 WIDTH3-7%SLOPESTREAM CHANNEL BEDFLOWCLASS "A", "B" ANDNCDOT #57 STONE MIXGEOTEXTILE FABRICFOOTERBOULDERSBOULDER STEPSCOUR POOLSCOUR POOLPROFILENOTES:1. TYPICAL BOULDER INTERIORDIMENSIONS 2'H X 2.5'W X5'L (TYP.), SEE DETAIL2. ALL STRUCTURES TO BEINSTALLED WITH FOOTERBOULDERS3. USE 10 OZ/SY NON-WOVENGEOTEXTILE (MIN.)PLANCONSTRUCTED RIFFLE DETAILPROFILE(NOT TO SCALE)NOTES:1. CONSTRUCTED RIFFLES MAYBE AUGMENTED WITH LOGOR BOULDERS VANE ARMSTO MODIFY FLOW PATHALONG RIFFLE LENGTHDEPENDING ON SITECONDITIONS.2. USE 10 OZ/SY NON-WOVENGEOTEXTILE (MIN.)TOP OF BANKSECTIONFLOWGEOTEXTILE FABRICTOP OF BANK WIDTHEXTEND INTO BANK2' MIN. (TYP.)2' MIN.CLASS "B" AND "1" RIPRAPGEOTEXTILE FABRICPOOLPOOL2' MIN.RIFFLE LENGTHVARIESMIN. 5 ' INTO POOLS,EXTEND BED MATERIALU/S AND D/S OF RIFFLETOP OF BANKCLASS "B" AND "1" RIPRAPTOP OF BANKTOP OF BANKFLOWDIRECTION
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 178
NOT TO SCALE IN-CHANNEL STRUCTURE DETAILS II &BOULDER SILL DETAILPROFILESTREAM CHANNEL BED(NOT TO SCALE)BANKFULL STAGESECTIONBOULDERSFLOWGEOTEXTILE FABRICNCDOT #57 STONECLASS "A" , "B" ANDBANKFULLWIDTHMIN. 2' PAST TOPBANK (TYP.)2" MAX.2" MAX.BANKFULL STAGEIN-CHANNEL
STRUCTURE DETAILS II, ETC.3-7%SLOPEBANKFULL STAGEPROFILESTREAM CHANNEL BEDPLANLOG J-HOOK DETAILRIGHT BANKLEFT BANKLOGCROSS SECTION(NOT TO SCALE)SCOUR POOLVANE ARMANCHOR LOGFLOWFOOTERBOULDERSSCOUR POOLEXCAVATIONAREAFOOTERBOULDERSVANE ARMNON-WOVENGEOTEXTILE FABRICANCHOR LOGGEOTEXTILE FABRICCLASS "A", "B" AND #57AGGREGATE STONE MIXNAILFL
O
W
20°-30°NOTES:1. TYPICAL BOULDER INTERIORDIMENSIONS 2'H X 2.5'W X5'L (TYP.), SEE DETAIL2. BOULDER SILL MAY BE CONSTRUCTED WITH ONE OR TWO ROWS OF BOULDERS DEPENDING ON SITE CONDITIONS3. USE 10 OZ/SY NON-WOVENGEOTEXTILE (MIN.)NOTES:1. TYPICAL BOULDER INTERIORDIMENSIONS 2'H X 2.5'W X5'L (TYP.), SEE DETAIL2. ALL STRUCTURES TO BEINSTALLED WITH FOOTERBOULDERS3. J-HOOK MAY BESUPPLEMENTED WITH LOGOR BOULDER SILL4. USE 10 OZ/SY NON-WOVENGEOTEXTILE (MIN.)WHTYPICAL BOULDER CROSS-SECTION DETAIL(NOT TO SCALE)INTERIORDIMENSIONSBOULDEREXTERIORBOULDER CROSS-SECTION DETAIL
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17PLANTING PLANPLANTING PLAN
1" = 25'
9
SCALE 1" = 25'
NORTH
25
CONTOUR INTERVAL = 1'
12.5 0 25
END STREAM REPAIR &
STABILIZATION, STA. 3+06,
ELEV. 326' (APPROX.)
PROPOSED STREAM
CENTERLINE
ZONE 1 BUFFER
BOUNDARY (TYP.)
ZONE 2 BUFFER
BOUNDARY (TYP.)
EXISTING ASPHALT
CART PATH EXISTING WOODEN
BRIDGE / BOARDWALK
NOTES:
1. EXTENT OF WETLAND, STREAM BANK AND BUFFER
PLANTING MAY BE MODIFIED BASED ON SITE
CONDITIONS AT THE TIME OF CONSTRUCTION.
2. SEE PLANTING SCHEDULE AND PLANTING DETAILS
FOR ADDITIONAL INFORMATION REGARDING
PROPOSED PLANTING OPERATIONS.
3. ENGINEER TO BE NOTIFIED PRIOR TO PLANTING
TO APPROVE PLANTING BED CONDITIONS.
4. ALL PLANT MATERIAL SUBSTITUTIONS TO BE
APPROVED BY ENGINEER IN ADVANCE OF PLANT
MATERIAL INSTALLATION.
5. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS
ARE APPROXIMATE. THIS IS NOT A SURVEY.
BUFFER PLANTING
BOUNDARY (TYP.), AREA
TO BE PLANTED WITH
BARE-ROOT SEEDLINGS
(TYP.), SEE PLANTING
SCHEDULE AND DETAILS
START STREAM AND WETLAND
REPAIR & STABILIZATION, STA
0+00, TIE TO STABLE
WETLAND SURFACE @ ELEV.
334.20' (APPROX.)
STREAMBANKS TO BE PLANTED
WITH LIVE STAKES (TYP.), SEE
PLANTING SCHEDULE AND DETAILS
WETLAND PLANTING BOUNDARY
(TYP.), AREA TO BE PLANTED
WITH BARE-ROOT SEEDLINGS
(TYP.), SEE PLANTING SCHEDULE
AND DETAILS
STABILIZATION STREAM BANK SHRUBS - 2 ROWS, 3 FOOT SPACINGSPECIESCOMMON NAMETOTAL #SIZEREMARKSCornus amomumSilky dogwood140Live stakesAlong stream bankSambucus canadensisElderberry140Live stakesAlong stream bankSalix serviciaSilky willow140Live stakesAlong stream bankTotal420STREAM BANK PLANTING SCHEDULEProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17STREAM BANK, BUFFER
& WETLAND PLANTING SCHEDULES
NOT TO SCALEBUFFER SHRUBS (8-foot x 8-foot spacing - 2 species minimum)SPECIESCOMMON NAMETOTAL #SIZEREMARKSVaccinium corymbosumHigh Bush BlueberryTBDBare root seedlingWithin buffer areaCarylus americanaAmerican hazelnutTBDBare root seedlingWithin buffer areaLindera benzoinSpicebushTBDBare root seedlingWithin buffer areaCornus amomumSilky dogwoodTBDBare root seedlingWithin buffer areaTOTAL75BUFFER TREES (8-foot x 8-foot spacing - 3 species minimum)SPECIESCOMMON NAMETOTAL #SIZEREMARKSCarpinus carolinianaAmerican HornbeamTBDBare root seedlingWithin buffer areaCercis canadensisEastern redbudTBDBare root seedlingWithin buffer areaCornus FloridaFlowering dogwoodTBDBare root seedlingWithin buffer areaAcer rubrumRed mapleTBDBare root seedlingWithin buffer areaFraxinus pennsylvanicaGreen ashTBDBare root seedlingWithin buffer areaLiriodendron tulipiferaTulip poplarTBDBare root seedlingwithin buffer areaTOTAL110STREAM BANK, BUFFER & WETLAND PLANTING SCHEDULES10BUFFER SEEDING SPECIFICATIONSWETLAND SEED MIX·Virginia Wild Rye (Elymus virginicus)·Soft Rush (-uncus effusus)·Switchgrass (Panicum virgatum)·Creeping Bentgrass (Agrostis stolonifera)·Black-Eyed Susan (Rudbeckia hirta)·Coreopsis (Coreopsis lanceolata)·Deer Tongue (Panicum clandestinum)·Big Bluestem (Andropogon gerardii)·Awned Barnyard Grass (Echinochloa muricata)·Little Bluestem (Schizachyrium scoparium)·Indian Grass (Sorghastrum nutans)·Gamma (Tripsacum dactyloides)BUFFER SEED MIXPLANT SPECIES IN BUFFER SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO:WETLAND PLANTING SCHEDULEWETLAND TREE & SHRUB SPECIES (8-foot x 8-foot spacing - 2 species minimum)SPECIESCOMMON NAME TOTAL #SIZEREMARKSTaxodium ascendensPond CypressTBDBare root seedlingWithin wetland areaCornus amomumSilky dogwoodTBDBare root seedlingWithin wetland areaFraxinus pennsylvanicaGreen ashTBDBare root seedlingWithin wetland areaTotal50RIPARIAN BUFFER PLANTING SCHEDULESPLANTING SCHEDULESPLANT SPECIES IN WETLAND SEED MIX MAY INCLUDE BUT ARE NOT LIMITED TO:·Virginia Wild Rye (Elymus virginicus)·Soft Rush (-uncus effusus)·Sedge (Carex lurida, lupulina, or vulpinoidea)·Woolgrass (Scirpus cyperinus)·Cardinal Flower (Lobelia cardinalis)·Lizard's Tail (Saururus cernuus)
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17ANGLE-CUT ENDWATER ELEVATIONBASE FLOWBANKFULL BENCHSIDE VIEWLIVE STAKE PLANTING DETAIL (TYP.)(NOT TO SCALE)·LIVE STAKES INSTALLED IN BANK WITHDEAD-BLOW HAMMER·4/5 OF STAKE IN GROUND·BUDS ORIENTED UPWARDS·3' CENTERS (APPROX.)·CUT EXPOSED END OF LIVE STAKEAFTER INSTALLATION IF DAMAGED DUETO INSTALLATION(i.e. damaged bark, split ends, etc.)PLANTING DETAILS &11
NOT TO SCALECOIR MATTING DETAILFRONT VIEWWATER ELEVATIONBASE FLOWPROFILE VIEWCOIR MATTINGBANKFULL BENCH1'2' MAX.3' MAX.(NOT TO SCALE)·TRENCHED TOP OF MATTING TO ADEPTH OF AT LEAST 12", STAKE ORSTAPLE IN PLACE, & BACKFILL TODESIGN GRADE·MINIMUM 24" ECO-STAKES®INSTALLED ALONG TOE OF MATTING(Intercept between water surface andbank)·MAXIMUM 2' O/C ALONG BOTTOM,MAXIMUM 3' O/C ALONG TOP AND MIDDLE·MINIMUM 1' OVERLAP AT JOININGSECTIONS OF COIR MATTING·12" ECO-STAKES® INSTALLED IN BANKFLUSH WITH COIR MATTING ABOVEBOTTOM ROW OF 24" ECO-STAKES®12" ECO-STAKE®24" ECO-STAKE®24" ECO-STAKE®(TYP.)12" ECO-STAKE® (TYP.)123VARIES UP TO 50' MAX.STREAM CENTERLINETOP OF BANKCOIR MATTING AND TWO ROWSOF LIVE STAKES (SPACED 3' APART)SEE COIR MATTING AND LIVE STAKEDETAILTYPICAL PLANTING LAYOUT REPAIR SECTION(NOT TO SCALE)TREES AND SHRUBS RANDOMLYINTERMIXED, SELECTED SPECIES PERSCHEDULES, TYPICAL 8' X 8' SPACING8'8'NOTES:1.OVERALL TREE/SHRUB DENSITY IN BUFFER RESTORATION AREA TO REMAIN NOT LESS THAN320 STEMS/ACRE.2.ALL AREAS WITHIN BUFFER RESTORATION AREA TO BE SEEDED WITH PERMANENT BUFFER &POLLENATOR SEED MIX (SEE SPECIFICATIONS) AT A RATE OF 15 LBS/ACRE .3.ALL GRADED AREAS OUTSIDE OF BUFFER AREA TO BE SEEDED WITH SWITCHGRASS AT A RATEOF 15 LBS/ACRE.OPEN PLANTING HOLE WITHSHOVEL OR AUGERPLACE BARE-ROOT SEEDLING IN HOLE-ROOT COLLAR AT SURFACECLOSE HOLE WITH SHOVEL OR AUGER-NO AIR SPACE AROUND ROOTSBARE-ROOT SEEDLING PLANTING DETAIL (TYP.)(NOT TO SCALE)PLANTING DETAILS & BANK STABILIZATION DETAILSBANK STABILIZATION DETAILS
P
P
EROSION & SEDIMENT CONTROL PLAN
1" = 50'
12EROSION & SEDIMENT CONTROL PLANLIMITS OF
DISTURBANCE,
0.633 ACRES
(27,569 SF)
TEMPORARY CONSTRUCTION
ENTRANCE, SEE DETAIL
COMBINATION TEMPORARY
SILT FENCE / TREE PROTECTION
FENCE (TYP.), SEE DETAIL
LEGEND
TREE PROTECTION FENCE (ONLY)
LIMITS OF DISTURBANCE
COMBINATION TEMPORARY SILT
FENCE / TREE PROTECTION FENCE
NOTES:
1. SITE DATA INCLUDING EXISTING UTILITIES AND
INFRASTRUCTURE, SELECT NATIVE VEGETATION AND EXISTING
CONTOUR DATA PROVIDED BY ECLS GLOBAL OF COATS, NC.
2. SITE DATA INCLUDING INFRASTRUCTURE AND TOPOGRAPHY
BETWEEN STREAM REPAIR AREA AND CLUB VALLEY WAY FROM
ON-LINE WAKE COUNTY GIS DATA.
3. LOCATION AND CONFIGURATION OF E&S MEASURES ARE
APPROXIMATE AND MAY BE ADJUSTED BY ENGINEER AT THE
TIME OF CONSTRUCTION DEPENDING ON SITE CONDITIONS.
4. SEE TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS.
SCALE 1" = 50'
NORTH
50
CONTOUR INTERVAL = 1'
25 0 50
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17
SEE INSET - SHEET 13
TREE PROTECTION
FENCE (TYP.),
SEE DETAIL
PUMP AROUND
OPERATION, SEE
INSET SHEET
AND DETAILS
EXISTING ASPHALT
CART PATH
15' WIDE TEMPORARY
CONSTRUCTION ACCESS (TYP.)
TOTAL LIMITS OF DISTURBANCE
= 0.633 ACRES (27,569 SF)
PROTECT CART PATH WITH TEMPORARY
STEEL PLATES OR ENGINEER APPROVED
EQUIVALENT (TYP.)
CLU
B

V
A
L
L
E
Y

W
A
Y
P
P
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17EROSION CONTROL PLAN INSET
1" = 25'
13EROSION CONTROL PLAN INSETIMPERVIOUS COFFER
DAM, SEE DETAILS
RIPRAP CHECK DAM,
SEE DETAILS
BYPASS PUMP OUTFALL
WITH RIPRAP SPLASH
PAD, SEE DETAIL
SPECIAL STILLING
BASIN, SEE DETAIL
PUMP AROUND
PUMP, SEE DETAIL
DEWATERING
PUMP, SEE DETAIL
PUMP AND TEMPORARY
HOSE/PIPE, LOCATION
APPROX.
SCALE 1" = 25'
NORTH
25
CONTOUR INTERVAL = 1'
12.5 0 25
LEGEND
TREE PROTECTION FENCE ONLY
LIMITS OF DISTURBANCE
COMBINATION TEMPORARY SILT
FENCE / TREE PROTECTION FENCE
NOTES:
1. SITE DATA INCLUDING INFRASTRUCTURE AND TOPOGRAPHY
BETWEEN STREAM REPAIR AREA AND CLUB VALLEY WAY FROM
ON-LINE WAKE COUNTY GIS DATA.
2. LOCATION AND CONFIGURATION OF E&S MEASURES ARE
APPROXIMATE AND MAY BE ADJUSTED BY ENGINEER AT THE
TIME OF CONSTRUCTION DEPENDING ON SITE CONDITIONS.
3. SEE TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS.
PUMP-AROUND DETAILS ITYPICAL PUMP AROUND OPERATION2-3" SURGE STONE ORRAILROAD BALLASTFLOWWORKINGAREAFLOW(NOT TO SCALE)SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOWFROM UPSTREAM OF THE WORK SITE TO THE RIVER.3. INSTALL UPSTREAM IMPERVIOUS COFFERDAM AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.4. INSTALL THE DOWNSTREAM STONE CHECK DAM AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA.THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILLFLOW INTO A SPECIAL STILLING BASIN.5. THE CONTRACTOR WILL PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND BEFORE REMOVAL OF THE IMPERVIOUS COFFERDAM.REMOVE IMPERVIOUS COFFERDAM, PUMPS AND TEMPORARY FLEXIBLE HOSE/PIPING AND SPECIAL STILLING BASIN.7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS AS SHOWN ONPLANS.NOTES1. WORK SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.2. IMPERVIOUS COFFERDAMS SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY.4. PUMP AROUND SHOULD BE ABLE TO CONVEY MINIMUM OF 1 CFS PER MI² OF DRAINAGE AREA TO SITE UNLESSOTHERWISE STATED IN SPECIFICATIONS.NOTES1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRICFOUNDATION.2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVELWHERE THE DAM ABUTS THE CHANNEL BANKS.3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROMCUTTING AROUND THE ENDS OF THE CHECK DAM.4. IF NECESSARY, SET SPACING BETWEEN DAMS TO ENSURE THAT THE ELEVATION AT THETOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THATCOULD CAUSE EROSION.6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOWTHE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACEDSTONES.DESIGN CRITERIA1. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.2. KEEP THE CENTER OF THE CHECK DAM AT LEAST 8 INCHES LOWERTHAN THE OUTER EDGES AT NATURAL GROUND ELEVATION.3. KEEP THE SIDE SLOPES OF THE CHECK DAM AT 2:1 OR FLATTER4. IF NECESSARY, ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMSPLACES THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION ASTHE TOP OF THE DOWNSTREAM DAM.5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THECHECK DAM WITH NCDOT #5 OR #57 STONE.7. KEY THE STONE INTO THE CHANNEL BANKS AND EXTEND IT BEYONDTHE ABUTMENTS A MINIMUM OF 1.0 FOOT TO AVOID WASHOUT FROMOVERFLOW AROUND THE DAM.LOW HEIGHT TEMPORARY STONECHECK DAM AT THE DOWNSTREAMEND OF WORK AREATEMPORARY PIPINGPUMP AROUND PUMPIMPERVIOUSCOFFERDAM(LOCATE ASDIRECTED ATTHE TIME OFCONSTRUCTION)DISCHARGE TO RIVER(LOCATE OUTFALL AS DIRECTED ATTHE TIME OF CONSTRUCTION)SPECIAL STILLINGBASIN (AS DIRECTEDAT THE TIME OFCONSTRUCTION)DEWATERING PUMPTEMPORARY FLEXIBLEHOSE/PIPEEXISTINGCHANNELSPECIAL STILLING BASIN(NOT TO SCALE)NONWOVENFILTER FABRICEXISTINGGROUNDSTILLING BASIN(DIRT BAG)15 - 20'NOTES:1.LOCATE DIRT BAG ON ROCK PAD TO AID IN DEWATERING.2.DIRT BAG TO BE PLACED OUTSIDE OF JURISDICTIONAL STREAM.3. THE DIRT BAG SHALL BE MONITORED DURING DEWATERING OPERATIONS. REMOVEDIRT BAGS WHEN THEY ARE AT LESS THAN OR EQUAL TO 75% CAPACITY ANDDISPOSE OF SEDIMENT WITHIN THE LIMITS OF DISTURBANCE. CAUTION SHALL BEAPPLIED SUCH THAT NO SEDIMENT IS RELEASED DURING THE DISPOSAL PROCESS.Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 1714
NOT TO SCALE
PUMP-AROUND DETAILS PUMP-AROUND OPERATION DETAIL AND PUMPING SEQUENCE ARE TYPICALAND MAY BE MODIFIED AT THE TIME OF CONSTRUCTION. CONTRACTOR MAYPREPARE AND PRESENT ALTERNATIVE PUMP AROUND OPERATION SEQUENCEFOR REVIEW AND APPROVAL BY OWNER AND S&EC PRIOR TO CONSTRUCTION.
IMPERVIOUS COFFERDAM(NOT TO SCALE)VARIES6"-1'5' TYP.CLASS 1 RIPRAP, SEE NOTEPROFILE VIEW (LOOKING DOWNSTREAM)TOP ELEVATION OF BASEFLOWEXISTING SLOPE5' TYP.1 MAX.10.5'-1'SAND BAGCOREIMPERVIOUSSECTION VIEW2' TYPICALTARPTEMPORARY CHECK DAM(NOT TO SCALE)EXISTING SLOPESPROFILE VIEW (LOOKING DOWNSTREAM)VARIES6"-1'2' TYP.#57 WASHED STONETOP ELEVATION OF BASEFLOWEXISTING SLOPE3' TYP.SECTION VIEWVARIES1 MAX.1STONE#57 WASHED0.5'-1'2' TYPICALEXISTING SLOPESVARIESCLASS 1 RIPRAPPUMP AROUND DETAILS IINOTE:IMPERVIOUS COFFERDAM MAY BE COVEREDWITH CLASS I RIPRAP AS DETERMINED BY THEENGINEER AT THE TIME OF CONSTRUCTION.NON-WOVENGEOTEXTILE FABRICCLASS 1 RIPRAP, SEE NOTENON-WOVENGEOTEXTILE FABRICProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 1715
NOT TO SCALE
PUMP-AROUND DETAILS
(NOT TO SCALE)TEMPORARY CONSTRUCTION ENTRANCE DETAIL6" MIN.20' MIN.30' MIN.NEW CONSTRUCTION10' MIN.12" MIN.FABRIC UNDER STONEPLANCROSS SECTIONNOTES:1. PUT SILT FENCE OR TREE PROTECTION FENCE UP2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS15' (TYP.)2" - 3" STONE TO BE USED( SURGE STONE ORRAILROAD BALAST )BUT SUFFICIENT TO KEEPSEDIMENT ON SITEEXISTINGPAVED ROADTO ENSURE CONSTRUCTION ENTRANCE IS USED.THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELINGOVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITYWILL CLEAN THE AREA AND INVOICE THE FINANCIALLYRESPONSIBLE PERSON AS INDICATED ON THE FINANCIALRESPONSIBILITY FORM.EXISTING EDGEOF PAVEMENTProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17EROSION CONTROL DETAILS I16
NOT TO SCALE
EROSION CONTROL DETAILS ISTEEL POSTSIDE VIEW2'-0"3'-0"
26"FILL SLOPEGRADEWOVEN WIRE FABRIC1.2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:4"MINSILT FENCE GEOTEXTILE FABRIC*6"MINFRONT VIEWVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADESILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERPLASTIC ORWIRE TIES(NOT TO SCALE)COMBINATION SILT/TREE PROTECTION FENCE DETAIL3.MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFEOF FENCING: 6-9 MONTHS.
DIRECTIONS3' BOTHWIRE STAPLESCONTROLMATTINGNO. 11GAUGESTEEL3' BOTHDIRECTIONS1" MIN.6" MIN.EROSION CONTROL MATTING,ANCHOR IN TRENCH @ BOTHTOP AND BOTTOM EDGESEROSION CONTROL MATTING ANCHORING DETAIL(NOT TO SCALE)WIRE STAPLE DETAILEROSION(NOT TO SCALE)TEMPORARY SEEDING SPECIFICATIONSMULCHMULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF2 BALES PER 1,000 SF. NO ASPHALT SHALL BE USED FOR TACKING. USEJUTE, EXCELSIOR MATTING, OR SIMILAR MATERIAL TO COVER EXPOSEDAREAS OF CONCENTRATED FLOWMAINTENANCEINSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE AND RESEED ASREQUIRED TO MAINTAIN VIGOROUS TEMPORARY VEGETATIVE COVERDURING CONSTRUCTION.GENERALALL DENUDED AREAS SHALL BE TEMPORARILY SEEDED. SEEDING AND MULCHINGSHALL BE DONE IMMEDIATELY FOLLOWING CONSTRUCTION.ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF 8 INCHES. THE TOP 3INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED.SEEDINGSEEDING DATES SEEDING SPECIES RATE (LBS/ACRE)MAY 1 - AUG. 15 GERMAN MILLET 10AUG. 15 - MAY 1 RYE (GRAIN) 30NOTE: DISTURBED AREAS WITH SLOPES OF 3H:1V OR STEEPERSHALL BE STABILIZED WITH EXCELSIOR MATTING OR ENGINEERAPPROVED EQUIVALENT.Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
BRIER CREEK COUNTRY CLUB 13685.D1
WAKE CO., NC
N:\13685\D1\Drawings
TOLL BROTHERS., INC.
PKSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION OF 17EROSION CONTROL DETAILS II17
NOT TO SCALE
EROSION CONTROL DETAILS II4'-0" O.C.MINIMUM4'-0"MINIMUM2'-0" MIN.GRADE1.33 lbs/LF STEEL POSTORANGE, UV RESISTANTHIGH TENSILE STRENGTHPOLYETHYLENE LAMINARBARRICADE FABRICNOTES:1. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLANS, PRIOR TOCOMMENCEMENT OF CONSTRUCTION.3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF ONE EVERY 300 FEET.SEE SILT/TREE PROTECTION FENCE DETAIL FOR DESCRIPTION OF WARNINGSIGNS.3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THETREE PROTECTION FENCING.4. TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THEDURATION OF THE PROJECT.ATTACH SIGN TOPOST(NOT TO SCALE)TREE PROTECTION FENCE DETAILDO NOT ENTERTREE PROTECTION AREAPROVIDE WARNINGLANGUAGE IN BOTHENGLISH AND SPANISH,AS SHOWN PARA ARBOLES - NO ENTRE ZONA DE PROTECCION WARNING SIGN DETAIL