20190933 Ver 1_PCN Form Submission_20190712

DR
10riy1M of wiser R"O.rc"
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
(image only if needed.
BIMS # Assigned
20190933
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
1a. Name of project:
Bethabara Rd Emergency Repair
1a. Who is the Primary Contact?*
Mr. Todd Love
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
7/12/2019
Nearest Body of Water
Monarcas Creek
Basin
Yadkin-PeeDee
Water Classification
Class C
Site Coordinates
Latitude:
36.150144°
A. Processing Information
County (or Counties) where the project is located:
Forsyth
Is this project a public transportation project?*
r Yes r No
Longitude:
-80.289538°
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?
V Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r- Standard (IP)
Version# *
1
What amout is owed?*
* $240.00
r $570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
[ Non -404 Jurisdictional General Permit
Individual Permit
27 - Restoration
12 - Utility Lines
13 - Bank Stabilization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
F_ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
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
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. Is the project located in any of NC's twenty coastal counties?
r Yes r No
tj. Is the project located in a designated trout watershed?
C Yes r No
B. Applicant Information
1d. Who is applying for the permit?
V Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
C Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Hightower Properties, LLC
2b. Deed book and page no.:
001979-03413
2c. Responsible party:
2d. Address
Street Address
1000 Brookmeade Drive
Address Line 2
city
Winston-Salem
Postal / Zip @de
27106
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
David R. Spear
State / Province / Fegion
North Carolina
Country
USA
2f. Fax Number:
C Yes r No
C Yes r No

2b. Deed book and page no.:
002649-00217
2c. Responsible party:
2d. Address
Street Address
1425 Deerfoot Rd
Address Lire 2
Oty
Deland
Postal / Zip Aide
32720
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Winston-Salem
2. Project Identification
2a. Property Identification Number:
6817-95-2994 and 6817-95-0859
2c. Project Address
Street Address
2015-2039 Bethabara Road
Address Lire 2
(3ty
Winston-Salem
Postal / Zip (Ade
27106
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Monarcas Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12 -digit HUC in which the project is located.
030401011301
4. Project Description and History
State / Province / Fagion
Florida
Country
USA
2f. Fax Number:
2b. Property size:
0.85
State / Province / Region
North Carolina
OA r"
USA
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 consists of an wasting, degraded channel abutting a failing road embankment and a sewer line easement in a forested floodplain of Monarcas Creek. The northern extent is
boarded by Bethabara Road and the southern extent consists of undeveloped forested areas. The general land use in the vicinity consists of residential and commercial uses.
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
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
02_USGS.pdf
1.59MB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
04_Soils.pdf 1.39MB
4f. List the total estimated acreage of all existing wetlands on the property:

0 acres
4g. List the total estimated linear feet of all existing streams on the property:
512 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of the project is to realign Tributary 2 south, away from the failing road embankment, utilizing natural channel design techniques to enhance approximately 409 If of the
existing 423 If channel.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Relocating the channel away from the road will provide the space needed to reconstruct the road embankment and provide the necessary reinforcement to prevent failure in the future.
This alternative proposes a constructed riffle with a log sill for grade control at the outfall of the existing CMP at Hickory Glen Road. Rip rip will be placed and keyed in around the culvert
and along the left bank for the length of the constructed riffle, but above the OHWM, resulting in no impact. There are also four double drop rock vanes located throughout the
relocated channel and a rock step pool structure is also proposed to step the channel grade down to Monarcas Creek. Finally, a log sill will be installed on the left bank of Monarcas
Creek to stabilize the bank to protect the confluence of Tributary 2. The log sill on the left bank of Monarcas Creek Will not be greater than one cubic yard per running foot belowthe
OHWM. A rip rap toe will be installed along the length of the repaired road embankment. This rip rap will be outside the OHWM of the creek and will not result in impacts to Jurisdictional
Waters.
An existing sewer line is located south (or parallel to the left bank) of existing Tributary 2. A portion of the sewer line will be relocated further south, creating the space needed to
relocate the channel away from the failing road embankment. The sewer relocation will necessitate a sewer crossing across Tributary 2 that will occur within the same footprint of the
constructed riffle, just downstream of the existing CMP outfall at Hickory Glen Road. No permanent impacts will result from this sewer crossing.
A track hoe and other typical construction equipment will be utilized.
4j. Please upload project drawings for the proposed project.
08_2019_07_09_WS Bethabara - 90percent Design.pdf 13.37MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No b Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r NVA
Corps AID Number:
SAW -2019-00697
Sc. If Sa is yes, who delineated the jurisdictional areas?
Name (if known): Kelly Thames
Agency/Consultant Company: HDR
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
May 9, 2019
Sell. Jurisdictional determination upload
O5_SAW-2019-00697 (signed PJD).pdf 1016.26KB
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?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
❑ Wetlands W Streams -tributaries F Buffers
Open Waters f7 Pond Construction
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* len�gth**
cl i Bank Stabilization Temcorl ary I Bank Stabilization Tributary 1 Perennial I Both 31 0 31 5 I
Average (feet) 11 (11—feet)

32
S3Relocation
Utility
Temporary
Other
Relocation
Tributary 2
Tributary2
Perennial
Both
Both
4
Average (feet)
Average (feet)
0
(linear feet)
409
(linear feet)
Fill
Permanent
Fill
Tributary 2
Perennial
Both
Avarage (feet)
14
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
3i. Total stream and ditch impacts:
458
31. Total temporary stream impacts:
444
3j. Comments:
Approximately 444 If of temporary impacts are proposed. In the relocation of Tributary 2, 14 If will be a net loss, reported as permanent impact
Additionally, the utility crossing as indicated in the second line above is not counted as a separate impact as it is located in the footprint of a
constructed riffle associated with the channel relocation and is accounted for in the 409 linear feet of temporary impacts.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Alternatives Analysis
A no -build alternative was considered, but was deemed impracticable. To not fix the failing road embankment could result in serious injury to vehicular
travelers. Therefore, a build option is necessary. Two build options were considered and are discussed below.
Alternative 1
The first alternative considered was to construct a tiered, gabian wall along the entire south side of Bethabara Road to create a road shoulder. The
gabian wall would extend to the toe of slope and would effectively be the right bank of Tributary 2. The bed and banks would not be altered and this
alternative would not result in any permanent loss of waters of the US; however, the channel would not receive the beneficial enhancement activities
for aquatic uplift that the chosen alternative proposes. Moreover, this option is cost prohibitive as the estimated costs of installing the gabian wall
exceed that of the estimated total costs to realign the channel using natural channel design techniques, to relocate the sewer, and to rebuild the road
embankment. Therefore, this alternative was eliminated from further consideration.
Alternative 2 (Preferred Alternative)
The preferred alternative proposes to relocate the existing channel to the south, away from the failing road embankment (Figures 6 and 7). Relocating
the channel away from the road Will provide the space needed to reconstruct the road embankment and provide the necessary reinforcement to
prevent failure in the future. This alternative proposes a constructed riffle with a log sill for grade control at the outfall of the existing CMP at Hickory
Glen Road. Rip rip will be placed and keyed in around the culvert and along the left bank for the length of the constructed riffle, but above the OHWM,
resulting in no impact. There are also four double drop rock vanes located throughout the relocated channel and a rock step pool structure is also
proposed to step the channel grade down to Monarcas Creek. Finally, a log sill Will be installed on the left bank of Monarcas Creek to stabilize the
bank to protect the confluence of Tributary 2. The log sill on the left bank of Monarcas Creek will not be greater than one cubic yard per running foot
belowthe OHWM. A rip rap toe will be installed along the length of the repaired road embankment. This rip rap Will be outside the OHWM of the creek
and Will not result in impacts to Jurisdictional Waters.
An existing sewer line is located south (or parallel to the left bank) of existing Tributary 2. A portion of the sewer line Will be relocated further south,
creating the space needed to relocate the channel away from the failing road embankment. The sewer relocation will necessitate a sewer crossing
across Tributary 2 that will occur Within the same footprint of the constructed riffle, just downstream of the existing CMP outfall at Hickory Glen Road.
No permanent impacts will result from this sewer crossing.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent possible. Proper sediment and erosion control measures
Will be used to minimize disturbances to downstream waters. A pump around will be utilized to ensure that all work is conducted in the dry. The project
Will comply with all FEMA requirements and NWP Regional and General Conditions. No impacts to wetlands will occur.
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?
C Yes 0 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This project will result in a net loss of stream channel (14 linear feet), but Will provide an improvement in stream quality and stability. Therefore, no compensatory mitigation is proposed
for this project.
7FStormwater 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 F No
If no, explain why:
This project Will disturb less than 1 acre and since the project is a stream restoration project, it will not result in an increase in impervious surface.
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:
This project will disturb less than 1 acre and since the project is a stream restoration project, it will not result in an increase in impervious surface.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes f No
U
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
This project does not trigger NEPA or SEPA.
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 activities associated with this project are only in response to the localized failing road embankment of Bethabara Road and will not result in
additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
C Yes G No O NVA
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 anytrees 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?
HDR queried the North Carolina Natural Heritage Program (NCNHP) Data Explorer database for protected species Element Occurrence distribution
and proximity to the Project Site (Project Report [NCNHDE-8960], attached). The query revealed that no known occurrences of federally protected
species or critical habitat have been documented within a one -mile radius of the Project Area.
Consultation Documentation Upload

project _report _bethabara_rd_emergency_repa_18444_18444.pdf 1.12MB
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?*
https://www.habitat.noaa.gov/application/efhmapper/indexhtml
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 National Park Service National Register of Historic Places (NRHP) GIS Public Dataset and the NC Historic Preservation Office (NCHPO) HPOWEB
GIS Web Service were reviewed (Agency Correspondence, attached).
7c. Historic or Prehistoric Information Upload
SHPO_pdf.pdf 746.33KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
A no rise study will be conducted to demonstrate that the project will not result in a rise in flood elevation. Appropriate floodplain development permits
will be applied for from the City of Winston-Salem.
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Panel 3710681700J
Miscellaneous
Comments
The Bethabara Rd Emergency Repair NWP package as submitted to the USACE is linked below.
Miscellaneous attachments not previously requested.
Beth aba ra Rd Eme rgen cyRepa i r_N W P_su b miffed 20190712. pdf
19.12MB
Signature U
V 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:
Kelly Thames
Signature
Date
7/12/2019

I:C-lf�1►Y1[-_N�'� i���1LYC�2►[I�a[tlyY[IIi(�/I:111fC�1�l
I, Todd Love, representing the City of Winston Salem hereby certify that I have
authorized Kelly Thames of HDR to act on my behalf and take all actions necessary to
the processing, issuance, and acceptance of this request for wetlands determination /
permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
�o *4vl a�
Applicant's signature
Agent's signature
April 12, 2019
Date Date
Completion of this form will allow the agent to sign all future application correspondence.

86$50<&25362)(1*,1((56
:,/0,1*721',675,&7

$FWLRQ,G6$:&RXQW\)RUV\WK86*64XDG1&5XUDO+DOO

127,),&$7,212)-85,6',&7,21$/'(7(50,1$7,21

5HTXHVWRU&LW\RI:LQVWRQ6DOHP
 7RGG/RYH
$GGUHVV1RUWK0DLQ6WUHHW
 :LQVWRQ6DOHP1& 
7HOHSKRQH1XPEHU
(PDLOWRGGPO#FLW\RIZVRUJ

6L]HDFUHV 1HDUHVW7RZQ:LQVWRQ6DOHP
1HDUHVW:DWHUZD\0LOO&UHHN 5LYHU%DVLQ8SSHU3HH'HH
86*6+8& &RRUGLQDWHV /DWLWXGH
     /RQJLWXGH
/RFDWLRQGHVFULSWLRQ7KHUHYLHZDUHDLVORFDWHGRQWKHVRXWKVLGHRI%HWKDEDUD5RDGDSSUR[LPDWHO\PLOHVZHVWRIWKH
LQWHUVHFWLRQRI%HWKDEDUD5RDGDQG1RUWK3RLQW%RXOHYDUG3,1VDQG5HIHUHQFHUHYLHZ
DUHDGHVFULSWLRQVKRZQLQ-XULVGLFWLRQDO5HTXHVWSDFNDJHHQWLWOHG³)LJXUH3URMHFW9LFLQLW\´DQG3ULQWHG'DWHRI

,QGLFDWH:KLFKRIWKH)ROORZLQJ$SSO\
$.PreliminaryDetermination

7KHUHDSSHDUWREHZDWHUVRQWKHDERYHGHVFULEHGSURMHFWDUHDSURSHUW\WKDWPD\EHVXEMHFWWR6HFWLRQRIWKH&OHDQ:DWHU
$FW&:$86&†DQGRU6HFWLRQRIWKH5LYHUVDQG+DUERUV$FW5+$86&†7KHZDWHUVKDYHEHHQ
GHOLQHDWHGDQGWKHGHOLQHDWLRQKDVEHHQYHULILHGE\WKH&RUSVWREHVXIILFLHQWO\DFFXUDWHDQGUHOLDEOH7KHDSSUR[LPDWHERXQGDULHV
RIWKHVHZDWHUVDUHVKRZQRQWKHHQFORVHGGHOLQHDWLRQPDSGDWHG7KHUHIRUHWKLVSUHOLPLQDU\MXULVGLFWLRQGHWHUPLQDWLRQ
PD\EHXVHGLQWKHSHUPLWHYDOXDWLRQSURFHVVLQFOXGLQJGHWHUPLQLQJFRPSHQVDWRU\PLWLJDWLRQ)RUSXUSRVHVRIFRPSXWDWLRQRI
LPSDFWVFRPSHQVDWRU\PLWLJDWLRQUHTXLUHPHQWVDQGRWKHUUHVRXUFHSURWHFWLRQPHDVXUHVDSHUPLWGHFLVLRQPDGHRQWKHEDVLVRID
SUHOLPLQDU\-'ZLOOWUHDWDOOZDWHUVDQGZHWODQGVWKDWZRXOGEHDIIHFWHGLQDQ\ZD\E\WKHSHUPLWWHGDFWLYLW\RQWKHVLWHDVLIWKH\
DUHMXULVGLFWLRQDOZDWHUVRIWKH867KLVSUHOLPLQDU\GHWHUPLQDWLRQLVQRWDQDSSHDODEOHDFWLRQXQGHUWKH5HJXODWRU\3URJUDP
$GPLQLVWUDWLYH$SSHDO3URFHVV5HIHUHQFH&)53DUW+RZHYHU\RXPD\UHTXHVWDQDSSURYHG-'ZKLFKLVDQDSSHDODEOH
DFWLRQE\FRQWDFWLQJWKH&RUSVGLVWULFWIRUIXUWKHULQVWUXFWLRQ

7KHUHDSSHDUWREHZDWHUVRQWKHDERYHGHVFULEHGSURMHFWDUHDSURSHUW\WKDWPD\EHVXEMHFWWR6HFWLRQRIWKH&OHDQ:DWHU
$FW&:$86&†DQGRU6HFWLRQRIWKH5LYHUVDQG+DUERUV$FW5+$86&†+RZHYHUVLQFHWKHZDWHUV
KDYHQRWEHHQSURSHUO\GHOLQHDWHGWKLVSUHOLPLQDU\MXULVGLFWLRQGHWHUPLQDWLRQPD\QRWEHXVHGLQWKHSHUPLWHYDOXDWLRQSURFHVV
:LWKRXWDYHULILHGZHWODQGGHOLQHDWLRQWKLVSUHOLPLQDU\GHWHUPLQDWLRQLVPHUHO\DQHIIHFWLYHSUHVXPSWLRQRI&:$5+$
MXULVGLFWLRQRYHUDOORIWKHZDWHUVDWWKHSURMHFWDUHDZKLFKLVQRWVXIILFLHQWO\DFFXUDWHDQGUHOLDEOHWRVXSSRUWDQHQIRUFHDEOH
SHUPLWGHFLVLRQ:HUHFRPPHQGWKDW\RXKDYHWKHZDWHUVRQ\RXUSURMHFWDUHDSURSHUW\GHOLQHDWHG$VWKH&RUSVPD\QRWEHDEOH
WRDFFRPSOLVKWKLVZHWODQGGHOLQHDWLRQLQDWLPHO\PDQQHU\RXPD\ZLVKWRREWDLQDFRQVXOWDQWWRFRQGXFWDGHOLQHDWLRQWKDWFDQ
EHYHULILHGE\WKH&RUSV
%$SSURYHG'HWHUPLQDWLRQ

 7KHUHDUH1DYLJDEOH:DWHUVRIWKH8QLWHG6WDWHVZLWKLQWKHDERYHGHVFULEHGSURMHFWDUHDSURSHUW\VXEMHFWWRWKHSHUPLW
UHTXLUHPHQWVRI6HFWLRQRIWKH5LYHUVDQG+DUERUV$FW5+$86&†DQG6HFWLRQRIWKH&OHDQ:DWHU$FW
&:$86&†8QOHVVWKHUHLVDFKDQJHLQODZRURXUSXEOLVKHGUHJXODWLRQVWKLVGHWHUPLQDWLRQPD\EHUHOLHGXSRQIRU
DSHULRGQRWWRH[FHHGILYH\HDUVIURPWKHGDWHRIWKLVQRWLILFDWLRQ

7KHUHDUHZDWHUVRQWKHDERYHGHVFULEHGSURMHFWDUHDSURSHUW\VXEMHFWWRWKHSHUPLWUHTXLUHPHQWVRI6HFWLRQRIWKH&OHDQ
:DWHU$FW&:$86&†8QOHVVWKHUHLVDFKDQJHLQWKHODZRURXUSXEOLVKHGUHJXODWLRQVWKLVGHWHUPLQDWLRQPD\EH
UHOLHGXSRQIRUDSHULRGQRWWRH[FHHGILYH\HDUVIURPWKHGDWHRIWKLVQRWLILFDWLRQ

:HUHFRPPHQG\RXKDYHWKHZDWHUVRQ\RXUSURMHFWDUHDSURSHUW\GHOLQHDWHG$VWKH&RUSVPD\QRWEHDEOHWRDFFRPSOLVK
WKLVZHWODQGGHOLQHDWLRQLQDWLPHO\PDQQHU\RXPD\ZLVKWRREWDLQDFRQVXOWDQWWRFRQGXFWDGHOLQHDWLRQWKDWFDQEHYHULILHGE\
WKH&RUSV
6$:
7KHZDWHUVRQ\RXUSURMHFWDUHDSURSHUW\KDYHEHHQGHOLQHDWHGDQGWKHGHOLQHDWLRQKDVEHHQYHULILHGE\WKH&RUSV7KH
DSSUR[LPDWHERXQGDULHVRIWKHVHZDWHUVDUHVKRZQRQWKHHQFORVHGGHOLQHDWLRQPDSGDWHG'$7(:HVWURQJO\VXJJHVW\RXKDYH
WKLVGHOLQHDWLRQVXUYH\HG8SRQFRPSOHWLRQWKLVVXUYH\VKRXOGEHUHYLHZHGDQGYHULILHGE\WKH&RUSV2QFHYHULILHGWKLVVXUYH\
ZLOOSURYLGHDQDFFXUDWHGHSLFWLRQRIDOODUHDVVXEMHFWWR&:$MXULVGLFWLRQRQ\RXUSURSHUW\ZKLFKSURYLGHGWKHUHLVQRFKDQJHLQ
WKHODZRURXUSXEOLVKHGUHJXODWLRQVPD\EHUHOLHGXSRQIRUDSHULRGQRWWRH[FHHGILYH\HDUV

7KHZDWHUVKDYHEHHQGHOLQHDWHGDQGVXUYH\HGDQGDUHDFFXUDWHO\GHSLFWHGRQWKHSODWVLJQHGE\WKH&RUSV5HJXODWRU\2IILFLDO
LGHQWLILHGEHORZRQ'$7(8QOHVVWKHUHLVDFKDQJHLQWKHODZRURXUSXEOLVKHGUHJXODWLRQVWKLVGHWHUPLQDWLRQPD\EHUHOLHG
XSRQIRUDSHULRGQRWWRH[FHHGILYH\HDUVIURPWKHGDWHRIWKLVQRWLILFDWLRQ

 7KHUHDUHQRZDWHUVRIWKH86WRLQFOXGHZHWODQGVSUHVHQWRQWKHDERYHGHVFULEHGSURMHFWDUHDSURSHUW\ZKLFKDUHVXEMHFWWRWKH
SHUPLWUHTXLUHPHQWVRI6HFWLRQRIWKH&OHDQ:DWHU$FW86&8QOHVVWKHUHLVDFKDQJHLQWKHODZRURXUSXEOLVKHG
UHJXODWLRQVWKLVGHWHUPLQDWLRQPD\EHUHOLHGXSRQIRUDSHULRGQRWWRH[FHHGILYH\HDUVIURPWKHGDWHRIWKLVQRWLILFDWLRQ

 7KHSURSHUW\LVORFDWHGLQRQHRIWKH&RDVWDO&RXQWLHVVXEMHFWWRUHJXODWLRQXQGHUWKH&RDVWDO$UHD0DQDJHPHQW$FW&$0$
<RXVKRXOGFRQWDFWWKH'LYLVLRQRI&RDVWDO0DQDJHPHQWLQ0RUHKHDG&LW\1&DWWRGHWHUPLQHWKHLU
UHTXLUHPHQWV

3ODFHPHQWRIGUHGJHGRUILOOPDWHULDOZLWKLQZDWHUVRIWKH86LQFOXGLQJZHWODQGVZLWKRXWD'HSDUWPHQWRIWKH$UP\SHUPLWPD\
FRQVWLWXWHDYLRODWLRQRI6HFWLRQRIWKH&OHDQ:DWHU$FW86&†3ODFHPHQWRIGUHGJHGRUILOOPDWHULDOFRQVWUXFWLRQRU
SODFHPHQWRIVWUXFWXUHVRUZRUNZLWKLQQDYLJDEOHZDWHUVRIWKH8QLWHG6WDWHVZLWKRXWD'HSDUWPHQWRIWKH$UP\SHUPLWPD\
FRQVWLWXWHDYLRODWLRQRI6HFWLRQVDQGRURIWKH5LYHUVDQG+DUERUV$FW86&†DQGRU,I\RXKDYHDQ\TXHVWLRQV
UHJDUGLQJWKLVGHWHUPLQDWLRQDQGRUWKH&RUSVUHJXODWRU\SURJUDPSOHDVHFRQWDFW%U\DQ5RGHQ5H\QROGVDWRU
EU\DQURGHQUH\QROGV#XVDFHDUP\PLO

&%DVLV)RU'HWHUPLQDWLRQ%DVLV)RU'HWHUPLQDWLRQ6HHWKHSUHOLPLQDU\MXULVGLFWLRQDOGHWHUPLQDWLRQ
IRUPGDWHG
'. 5HPDUNV1RQH

($WWHQWLRQ86'$3URJUDP3DUWLFLSDQWV

7KLVGHOLQHDWLRQGHWHUPLQDWLRQKDVEHHQFRQGXFWHGWRLGHQWLI\WKHOLPLWVRI&RUSV¶&OHDQ:DWHU$FWMXULVGLFWLRQIRUWKHSDUWLFXODUVLWH
LGHQWLILHGLQWKLVUHTXHVW7KHGHOLQHDWLRQGHWHUPLQDWLRQPD\QRWEHYDOLGIRUWKHZHWODQGFRQVHUYDWLRQSURYLVLRQVRIWKH)RRG6HFXULW\
$FWRI,I\RXRU\RXUWHQDQWDUH86'$3URJUDPSDUWLFLSDQWVRUDQWLFLSDWHSDUWLFLSDWLRQLQ86'$SURJUDPV\RXVKRXOGUHTXHVW
DFHUWLILHGZHWODQGGHWHUPLQDWLRQIURPWKHORFDORIILFHRIWKH1DWXUDO5HVRXUFHV&RQVHUYDWLRQ6HUYLFHSULRUWRVWDUWLQJZRUN

)$SSHDOV,QIRUPDWLRQ7KLVLQIRUPDWLRQDSSOLHVRQO\WRDSSURYHGMXULVGLFWLRQDOGHWHUPLQDWLRQVDVLQGLFDWHGLQ%
DERYH

7KLVFRUUHVSRQGHQFHFRQVWLWXWHVDQDSSURYHGMXULVGLFWLRQDOGHWHUPLQDWLRQIRUWKHDERYHGHVFULEHGVLWH,I\RXREMHFWWRWKLV
GHWHUPLQDWLRQ\RXPD\UHTXHVWDQDGPLQLVWUDWLYHDSSHDOXQGHU&RUSVUHJXODWLRQVDW&)53DUW(QFORVHG\RXZLOOILQGD
1RWLILFDWLRQRI$SSHDO3URFHVV1$3IDFWVKHHWDQGUHTXHVWIRUDSSHDO5)$IRUP,I\RXUHTXHVWWRDSSHDOWKLVGHWHUPLQDWLRQ\RX
PXVWVXEPLWDFRPSOHWHG5)$IRUPWRWKHIROORZLQJDGGUHVV

 86$UP\&RUSVRI(QJLQHHUV
 6RXWK$WODQWLF'LYLVLRQ
 $WWQ-DVRQ6WHHOH5HYLHZ2IILFHU
 )RUV\WK6WUHHW6:5RRP0
 $WODQWD*HRUJLD

,QRUGHUIRUDQ5)$WREHDFFHSWHGE\WKH&RUSVWKH&RUSVPXVWGHWHUPLQHWKDWLWLVFRPSOHWHWKDWLWPHHWVWKHFULWHULDIRUDSSHDO
XQGHU&)5SDUWDQGWKDWLWKDVEHHQUHFHLYHGE\WKH'LYLVLRQ2IILFHZLWKLQGD\VRIWKHGDWHRIWKH1$36KRXOG\RX
GHFLGHWRVXEPLWDQ5)$IRUPLWPXVWEHUHFHLYHGDWWKHDERYHDGGUHVVE\1RWDSSOLFDEOH

,WLVQRWQHFHVVDU\WRVXEPLWDQ5)$IRUPWRWKH'LYLVLRQ2IILFHLI\RXGRQRWREMHFWWRWKHGHWHUPLQDWLRQLQWKLVFRUUHVSRQGHQFH



&RUSV5HJXODWRU\2IILFLDOBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

'DWHRI-' ([SLUDWLRQ'DWHRI-'1RWDSSOLFDEOH
RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574
Date: 2019.05.09 12:55:07 -04'00'
6$:
7KH:LOPLQJWRQ'LVWULFWLVFRPPLWWHGWRSURYLGLQJWKHKLJKHVWOHYHORIVXSSRUWWRWKHSXEOLF7RKHOSXVHQVXUHZH
FRQWLQXHWRGRVRSOHDVHFRPSOHWHWKH&XVWRPHU6DWLVIDFWLRQ6XUYH\ORFDWHGDW
KWWSFRUSVPDSXXVDFHDUP\PLOFPBDSH[I"S 

&RS\IXUQLVKHG


$JHQW+'5,QF
 .HOO\7KDPHV
$GGUHVV6&KXUFK6WUHHW6XLWH
 &KDUORWWH1& 
7HOHSKRQH1XPEHU
(PDLONHOO\WKDPHV#KGULQFFRP





127,),&$7,212)$'0,1,675$7,9($33($/237,216$1'352&(66$1'
5(48(67)25$33($/
$SSOLFDQW&LW\RI:LQVWRQ6DOHP7RGG/RYH)LOH1XPEHU6$:'DWH
$WWDFKHGLV 6HH6HFWLRQEHORZ
 ,1,7,$/352))(5('3(50,76WDQGDUG3HUPLWRU/HWWHURISHUPLVVLRQ $
 352))(5('3(50,76WDQGDUG3HUPLWRU/HWWHURISHUPLVVLRQ %
 3(50,7'(1,$/&
 $33529('-85,6',&7,21$/'(7(50,1$7,21 '
 35(/,0,1$5<-85,6',&7,21$/'(7(50,1$7,21 (
6(&7,21,7KHIROORZLQJLGHQWLILHV\RXUULJKWVDQGRSWLRQVUHJDUGLQJDQDGPLQLVWUDWLYHDSSHDORIWKHDERYHGHFLVLRQ
$GGLWLRQDOLQIRUPDWLRQPD\EHIRXQGDWRUKWWSZZZXVDFHDUP\PLO0LVVLRQV&LYLO:RUNV5HJXODWRU\3URJUDPDQG3HUPLWVDVS[
RUWKH&RUSVUHJXODWLRQVDW&)53DUW
$,1,7,$/352))(5('3(50,7<RXPD\DFFHSWRUREMHFWWRWKHSHUPLW
x$&&(37,I\RXUHFHLYHGD6WDQGDUG3HUPLW\RXPD\VLJQWKHSHUPLWGRFXPHQWDQGUHWXUQLWWRWKHGLVWULFWHQJLQHHUIRUILQDO
DXWKRUL]DWLRQ,I\RXUHFHLYHGD/HWWHURI3HUPLVVLRQ/23\RXPD\DFFHSWWKH/23DQG\RXUZRUNLVDXWKRUL]HG<RXU
VLJQDWXUHRQWKH6WDQGDUG3HUPLWRUDFFHSWDQFHRIWKH/23PHDQVWKDW\RXDFFHSWWKHSHUPLWLQLWVHQWLUHW\DQGZDLYHDOO
ULJKWVWRDSSHDOWKHSHUPLWLQFOXGLQJLWVWHUPVDQGFRQGLWLRQVDQGDSSURYHGMXULVGLFWLRQDOGHWHUPLQDWLRQVDVVRFLDWHGZLWKWKH
SHUPLW
x2%-(&7,I\RXREMHFWWRWKHSHUPLW6WDQGDUGRU/23EHFDXVHRIFHUWDLQWHUPVDQGFRQGLWLRQVWKHUHLQ\RXPD\UHTXHVW
WKDWWKHSHUPLWEHPRGLILHGDFFRUGLQJO\<RXPXVWFRPSOHWH6HFWLRQ,,RIWKLVIRUPDQGUHWXUQWKHIRUPWRWKHGLVWULFW
HQJLQHHU<RXUREMHFWLRQVPXVWEHUHFHLYHGE\WKHGLVWULFWHQJLQHHUZLWKLQGD\VRIWKHGDWHRIWKLVQRWLFHRU\RXZLOO
IRUIHLW\RXUULJKWWRDSSHDOWKHSHUPLWLQWKHIXWXUH8SRQUHFHLSWRI\RXUOHWWHUWKHGLVWULFWHQJLQHHUZLOOHYDOXDWH\RXU
REMHFWLRQVDQGPD\DPRGLI\WKHSHUPLWWRDGGUHVVDOORI\RXUFRQFHUQVEPRGLI\WKHSHUPLWWRDGGUHVVVRPHRI\RXU
REMHFWLRQVRUFQRWPRGLI\WKHSHUPLWKDYLQJGHWHUPLQHGWKDWWKHSHUPLWVKRXOGEHLVVXHGDVSUHYLRXVO\ZULWWHQ$IWHU
HYDOXDWLQJ\RXUREMHFWLRQVWKHGLVWULFWHQJLQHHUZLOOVHQG\RXDSURIIHUHGSHUPLWIRU\RXUUHFRQVLGHUDWLRQDVLQGLFDWHGLQ
6HFWLRQ%EHORZ
%352))(5('3(50,7<RXPD\DFFHSWRUDSSHDOWKHSHUPLW
x$&&(37,I\RXUHFHLYHGD6WDQGDUG3HUPLW\RXPD\VLJQWKHSHUPLWGRFXPHQWDQGUHWXUQLWWRWKHGLVWULFWHQJLQHHUIRUILQDO
DXWKRUL]DWLRQ,I\RXUHFHLYHGD/HWWHURI3HUPLVVLRQ/23\RXPD\DFFHSWWKH/23DQG\RXUZRUNLVDXWKRUL]HG<RXU
VLJQDWXUHRQWKH6WDQGDUG3HUPLWRUDFFHSWDQFHRIWKH/23PHDQVWKDW\RXDFFHSWWKHSHUPLWLQLWVHQWLUHW\DQGZDLYHDOO
ULJKWVWRDSSHDOWKHSHUPLWLQFOXGLQJLWVWHUPVDQGFRQGLWLRQVDQGDSSURYHGMXULVGLFWLRQDOGHWHUPLQDWLRQVDVVRFLDWHGZLWKWKH
SHUPLW
x$33($/,I\RXFKRRVHWRGHFOLQHWKHSURIIHUHGSHUPLW6WDQGDUGRU/23EHFDXVHRIFHUWDLQWHUPVDQGFRQGLWLRQVWKHUHLQ
\RXPD\DSSHDOWKHGHFOLQHGSHUPLWXQGHUWKH&RUSVRI(QJLQHHUV$GPLQLVWUDWLYH$SSHDO3URFHVVE\FRPSOHWLQJ6HFWLRQ,,RI
WKLVIRUPDQGVHQGLQJWKHIRUPWRWKHGLYLVLRQHQJLQHHU7KLVIRUPPXVWEHUHFHLYHGE\WKHGLYLVLRQHQJLQHHUZLWKLQGD\V
RIWKHGDWHRIWKLVQRWLFH
&3(50,7'(1,$/<RXPD\DSSHDOWKHGHQLDORIDSHUPLWXQGHUWKH&RUSVRI(QJLQHHUV$GPLQLVWUDWLYH$SSHDO3URFHVVE\
FRPSOHWLQJ6HFWLRQ,,RIWKLVIRUPDQGVHQGLQJWKHIRUPWRWKHGLYLVLRQHQJLQHHU7KLVIRUPPXVWEHUHFHLYHGE\WKHGLYLVLRQ
HQJLQHHUZLWKLQGD\VRIWKHGDWHRIWKLVQRWLFH
'$33529('-85,6',&7,21$/'(7(50,1$7,21<RXPD\DFFHSWRUDSSHDOWKHDSSURYHG-'RUSURYLGHQHZ
LQIRUPDWLRQ
x$&&(37<RXGRQRWQHHGWRQRWLI\WKH&RUSVWRDFFHSWDQDSSURYHG-')DLOXUHWRQRWLI\WKH&RUSVZLWKLQGD\VRIWKH
GDWHRIWKLVQRWLFHPHDQVWKDW\RXDFFHSWWKHDSSURYHG-'LQLWVHQWLUHW\DQGZDLYHDOOULJKWVWRDSSHDOWKHDSSURYHG-'
x$33($/,I\RXGLVDJUHHZLWKWKHDSSURYHG-'\RXPD\DSSHDOWKHDSSURYHG-'XQGHUWKH&RUSVRI(QJLQHHUV
$GPLQLVWUDWLYH$SSHDO3URFHVVE\FRPSOHWLQJ6HFWLRQ,,RIWKLVIRUPDQGVHQGLQJWKHIRUPWRWKHGLVWULFWHQJLQHHU7KLVIRUP
PXVWEHUHFHLYHGE\WKHGLYLVLRQHQJLQHHUZLWKLQGD\VRIWKHGDWHRIWKLVQRWLFH
(35(/,0,1$5<-85,6',&7,21$/'(7(50,1$7,21<RXGRQRWQHHGWRUHVSRQGWRWKH&RUSVUHJDUGLQJWKH
SUHOLPLQDU\-'7KH3UHOLPLQDU\-'LVQRWDSSHDODEOH,I\RXZLVK\RXPD\UHTXHVWDQDSSURYHG-'ZKLFKPD\EHDSSHDOHG
E\FRQWDFWLQJWKH&RUSVGLVWULFWIRUIXUWKHULQVWUXFWLRQ$OVR\RXPD\SURYLGHQHZLQIRUPDWLRQIRUIXUWKHUFRQVLGHUDWLRQE\WKH
&RUSVWRUHHYDOXDWHWKH-'


6(&7,21,,5(48(67)25$33($/RU2%-(&7,21672$1,1,7,$/352))(5('3(50,7
5($6216)25$33($/252%-(&7,216'HVFULEH\RXUUHDVRQVIRUDSSHDOLQJWKHGHFLVLRQRU\RXUREMHFWLRQVWRDQLQLWLDO
SURIIHUHGSHUPLWLQFOHDUFRQFLVHVWDWHPHQWV<RXPD\DWWDFKDGGLWLRQDOLQIRUPDWLRQWRWKLVIRUPWRFODULI\ZKHUH\RXUUHDVRQVRU
REMHFWLRQVDUHDGGUHVVHGLQWKHDGPLQLVWUDWLYHUHFRUG





$'',7,21$/,1)250$7,217KHDSSHDOLVOLPLWHGWRDUHYLHZRIWKHDGPLQLVWUDWLYHUHFRUGWKH&RUSVPHPRUDQGXPIRUWKH
UHFRUGRIWKHDSSHDOFRQIHUHQFHRUPHHWLQJDQGDQ\VXSSOHPHQWDOLQIRUPDWLRQWKDWWKHUHYLHZRIILFHUKDVGHWHUPLQHGLVQHHGHGWR
FODULI\WKHDGPLQLVWUDWLYHUHFRUG1HLWKHUWKHDSSHOODQWQRUWKH&RUSVPD\DGGQHZLQIRUPDWLRQRUDQDO\VHVWRWKHUHFRUG
+RZHYHU\RXPD\SURYLGHDGGLWLRQDOLQIRUPDWLRQWRFODULI\WKHORFDWLRQRILQIRUPDWLRQWKDWLVDOUHDG\LQWKHDGPLQLVWUDWLYH
UHFRUG
32,172)&217$&7)2548(67,21625,1)250$7,21
,I\RXKDYHTXHVWLRQVUHJDUGLQJWKLVGHFLVLRQDQGRUWKH
DSSHDOSURFHVV\RXPD\FRQWDFW
'LVWULFW(QJLQHHU:LOPLQJWRQ5HJXODWRU\'LYLVLRQ
$WWQ%U\DQ5RGHQ5H\QROGV
&KDUORWWH5HJXODWRU\2IILFH
86$UP\&RUSVRI(QJLQHHUV
8QLYHUVLW\([HFXWLYH3DUN'ULYH6XLWH
&KDUORWWH1RUWK&DUROLQD

,I\RXRQO\KDYHTXHVWLRQVUHJDUGLQJWKHDSSHDOSURFHVV\RXPD\
DOVRFRQWDFW
0U-DVRQ6WHHOH$GPLQLVWUDWLYH$SSHDO5HYLHZ2IILFHU
&(6$'3'2
86$UP\&RUSVRI(QJLQHHUV6RXWK$WODQWLF'LYLVLRQ
)RUV\WK6WUHHW5RRP0
$WODQWD*HRUJLD
3KRQH
5,*+72)(175<<RXUVLJQDWXUHEHORZJUDQWVWKHULJKWRIHQWU\WR&RUSVRI(QJLQHHUVSHUVRQQHODQGDQ\JRYHUQPHQW
FRQVXOWDQWVWRFRQGXFWLQYHVWLJDWLRQVRIWKHSURMHFWVLWHGXULQJWKHFRXUVHRIWKHDSSHDOSURFHVV<RXZLOOEHSURYLGHGDGD\
QRWLFHRIDQ\VLWHLQYHVWLJDWLRQDQGZLOOKDYHWKHRSSRUWXQLW\WRSDUWLFLSDWHLQDOOVLWHLQYHVWLJDWLRQV

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
6LJQDWXUHRIDSSHOODQWRUDJHQW
'DWH 7HOHSKRQHQXPEHU

For appeals on Initial Proffered Permits send this form to:

'LVWULFW(QJLQHHU:LOPLQJWRQ5HJXODWRU\'LYLVLRQ$WWQ%U\DQ5RGHQ5H\QROGV'DUOLQJWRQ$YHQXH:LOPLQJWRQ1RUWK
&DUROLQD

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

'LYLVLRQ(QJLQHHU&RPPDQGHU86$UP\(QJLQHHU'LYLVLRQ6RXWK$WODQWLF$WWQ0U-DVRQ6WHHOH$GPLQLVWUDWLYH$SSHDO
2IILFHU&(6$'3'2)RUV\WK6WUHHW5RRP0$WODQWD*HRUJLD
3KRQH











35(/,0,1$5< -85,6',&7,21$/ '(7(50,1$7,213-' )250
%$&.*5281',1)250$7,21
$5(3257&203/(7,21'$7()253-'

%1$0($1'$''5(662)3(56215(48(67,1*3-'&LW\RI:LQVWRQ6DOHP7RGG/RYH1RUWK
0DLQ6WUHHW:LQVWRQ6DOHP1&

&',675,&72)),&(),/(1$0($1' 180%(5:LOPLQJWRQ'LVWULFW%HWKDEDUD5RDG6$:

'352-(&7/2&$7,216$1'%$&.*5281',1)250$7,217KHUHYLHZDUHDLVORFDWHGRQWKH
86(7+(7$%/(%(/2:72'2&80(17 08/7,3/($48$7,&5(6285&(6$1'25
$48$7,&5(6285&(6$7',))(5(176,7(6
6WDWH1&&RXQW\)RUV\WK&LW\:LQVWRQ6DOHP
&HQWHUFRRUGLQDWHVRIVLWHODWORQJLQGHJUHHGHFLPDOIRUPDW/DWLWXGH/RQJLWXGH
8QLYHUVDO7UDQVYHUVH0HUFDWRU
1DPHRIQHDUHVWZDWHUERG\0LOO&UHHN
(5(9,(:3(5)250(')256,7((9$/8$7,21&+(&.$//7+$7$33/<
2IILFH'HVN'HWHUPLQDWLRQ'DWH)LHOG'HWHUPLQDWLRQ'DWHV
7$%/(2)$48$7,&5(6285&(6,15(9,(:$5($:+,&+0$<%(68%-(&7725(*8/$725<
-85,6',&7,21

^ŝƚĞEƵŵďĞƌ>ĂƚŝƚƵĚĞ;ĚĞĐŝŵĂů
ĚĞŐƌĞĞƐͿ
>ŽŶŐŝƚƵĚĞ;ĚĞĐŝŵĂů
ĚĞŐƌĞĞƐͿ
ƐƚŝŵĂƚĞĚĂŵŽƵŶƚŽĨ
ĂƋƵĂƚŝĐƌĞƐŽƵƌĐĞƐŝŶ
ƌĞǀŝĞǁĂƌĞĂ;ĂĐƌĞĂŐĞ
ĂŶĚůŝŶĞĂƌĨĞĞƚ͕ŝĨ
ĂƉƉůŝĐĂďůĞ
dLJƉĞŽĨĂƋƵĂƚŝĐ
ƌĞƐŽƵƌĐĞƐ;ŝ͘Ğ͕͘
ǁĞƚůĂŶĚǀƐ͘ŶŽŶͲ
ǁĞƚůĂŶĚǁĂƚĞƌƐͿ
'ĞŽŐƌĂƉŚŝĐĂƵƚŚŽƌŝƚLJƚŽ
ǁŚŝĐŚƚŚĞĂƋƵĂƚŝĐƌĞƐŽƵƌĐĞ
͞ŵĂLJďĞ͟ƐƵďũĞĐƚ;ŝ͘Ğ͕͘
^ĞĐƚŝŽŶϰϬϰŽƌ^ĞĐƚŝŽŶ
ϭϬͬϰϬϰͿ
DŽŶĂƌĐĂƐ
ƌĞĞŬϯϲ͘ϭϱϬϭϰϰ ͲϴϬ͘Ϯϴϵϱϯϴ ϴϵůŝŶĞĂƌĨĞĞƚ EŽŶͲǁĞƚůĂŶĚ ϰϬϰ
dƌŝďƵƚĂƌLJ
Ϯϯϲ͘ϭϱϬϭϵϳ ͲϴϬ͘Ϯϴϵϰϴϵ ϰϮϯůŝŶĞĂƌĨĞĞƚ EŽŶͲǁĞƚůĂŶĚ ϰϬϰ

7KH&RUSVRI(QJLQHHUVEHOLHYHVWKDWWKHUHPD\EHMXULVGLFWLRQDODTXDWLFUHVRXUFHVLQWKHUHYLHZ
DUHDDQGWKHUHTXHVWRURIWKLV3-'LVKHUHE\DGYLVHGRIKLVRUKHURSWLRQWR UHTXHVWDQGREWDLQDQ
DSSURYHG-'$-'IRUWKDWUHYLHZDUHDEDVHGRQDQLQIRUPHGGHFLVLRQDIWHUKDYLQJGLVFXVVHGWKH
YDULRXVW\SHVRI-'VDQGWKHLUFKDUDFWHULVWLFVDQGFLUFXPVWDQFHVZKHQWKH\PD\EHDSSURSULDWH
,QDQ\FLUFXPVWDQFHZKHUHDSHUPLWDSSOLFDQWREWDLQVDQLQGLYLGXDOSHUPLWRUD1DWLRQZLGH*HQHUDO
3HUPLW1:3RURWKHUJHQHUDOSHUPLWYHULILFDWLRQUHTXLULQJSUHFRQVWUXFWLRQQRWLILFDWLRQ3&1RU
UHTXHVWVYHULILFDWLRQIRUDQRQUHSRUWLQJ 1:3RURWKHUJHQHUDOSHUPLWDQGWKHSHUPLWDSSOLFDQWKDV
QRWUHTXHVWHGDQ$-'IRUWKHDFWLYLW\WKHSHUPLWDSSOLFDQWLVKHUHE\PDGHDZDUHWKDWWKHSHUPLW
DSSOLFDQWKDVHOHFWHGWRVHHNDSHUPLWDXWKRUL]DWLRQ EDVHGRQD3-'ZKLFKGRHVQRWPDNHDQRIILFLDO
GHWHUPLQDWLRQRIMXULVGLFWLRQDODTXDWLFUHVRXUFHVWKHDSSOLFDQWKDVWKHRSWLRQWRUHTXHVWDQ$-'
EHIRUHDFFHSWLQJWKHWHUPVDQGFRQGLWLRQVRIWKHSHUPLWDXWKRUL]DWLRQDQGWKDWEDVLQJDSHUPLW
DXWKRUL]DWLRQRQDQ$-'FRXOGSRVVLEO\UHVXOWLQOHVVFRPSHQVDWRU\PLWLJDWLRQEHLQJUHTXLUHGRU
GLIIHUHQWVSHFLDOFRQGLWLRQVWKHDSSOLFDQWKDVWKHULJKWWRUHTXHVWDQLQGLYLGXDOSHUPLWUDWKHUWKDQ
DFFHSWLQJWKHWHUPVDQGFRQGLWLRQVRIWKH1:3RURWKHUJHQHUDOSHUPLWDXWKRUL]DWLRQWKHDSSOLFDQW
FDQDFFHSWDSHUPLWDXWKRUL]DWLRQDQGWKHUHE\DJUHHWRFRPSO\ZLWKDOOWKHWHUPVDQGFRQGLWLRQVRIWKDW
SHUPLWLQFOXGLQJZKDWHYHUPLWLJDWLRQUHTXLUHPHQWVWKH&RUSVKDVGHWHUPLQHGWREHQHFHVVDU\

XQGHUWDNLQJDQ\DFWLYLW\LQUHOLDQFHXSRQWKHVXEMHFWSHUPLWDXWKRUL]DWLRQZLWKRXWUHTXHVWLQJDQ$-'
FRQVWLWXWHVWKHDSSOLFDQW
VDFFHSWDQFHRIWKHXVHRIWKH3-'DFFHSWLQJDSHUPLWDXWKRUL]DWLRQHJ
VLJQLQJDSURIIHUHGLQGLYLGXDOSHUPLWRUXQGHUWDNLQJDQ\DFWLYLW\LQUHOLDQFHRQDQ\IRUPRI&RUSV
SHUPLWDXWKRUL]DWLRQEDVHGRQD3-'FRQVWLWXWHVDJUHHPHQWWKDWDOODTXDWLFUHVRXUFHVLQWKHUHYLHZDUHD
DIIHFWHGLQDQ\ZD\E\WKDWDFWLYLW\ZLOOEHWUHDWHGDVMXULVGLFWLRQDODQGZDLYHVDQ\FKDOOHQJHWRVXFK
MXULVGLFWLRQLQDQ\DGPLQLVWUDWLYHRUMXGLFLDOFRPSOLDQFHRUHQIRUFHPHQWDFWLRQRULQDQ\
DGPLQLVWUDWLYHDSSHDORULQDQ\)HGHUDOFRXUWDQGZKHWKHU WKHDSSOLFDQWHOHFWVWRXVHHLWKHUDQ$-'
RUD3-'WKH-'ZLOOEHSURFHVVHGDVVRRQDVSUDFWLFDEOH)XUWKHUDQ$-'DSURIIHUHGLQGLYLGXDO
SHUPLWDQGDOOWHUPVDQGFRQGLWLRQVFRQWDLQHGWKHUHLQRULQGLYLGXDOSHUPLWGHQLDOFDQEH
DGPLQLVWUDWLYHO\DSSHDOHGSXUVXDQWWR&)53DUW,IGXULQJDQDGPLQLVWUDWLYHDSSHDOLW
EHFRPHVDSSURSULDWHWRPDNHDQRIILFLDOGHWHUPLQDWLRQZKHWKHUJHRJUDSKLFMXULVGLFWLRQH[LVWVRYHU
DTXDWLFUHVRXUFHVLQWKHUHYLHZDUHDRUWRSURYLGHDQRIILFLDOGHOLQHDWLRQRIMXULVGLFWLRQDODTXDWLF
UHVRXUFHVLQWKHUHYLHZDUHDWKH&RUSVZLOOSURYLGHDQ$-'WRDFFRPSOLVKWKDWUHVXOWDVVRRQDVLV
SUDFWLFDEOH7KLV3-'ILQGVWKDWWKHUH"may be" ZDWHUVRIWKH86DQGRUWKDWWKHUH"may be"
QDYLJDEOHZDWHUVRIWKH86RQWKHVXEMHFWUHYLHZDUHDDQGLGHQWLILHVDOODTXDWLFIHDWXUHVLQWKH
UHYLHZDUHDWKDWFRXOGEHDIIHFWHGE\WKHSURSRVHGDFWLYLW\EDVHGRQWKHIROORZLQJLQIRUPDWLRQ














6833257,1*'$7$'DWDUHYLHZHGIRU3-'FKHFNDOOWKDWDSSO\

&KHFNHGLWHPVVKRXOGEHLQFOXGHGLQVXEMHFWILOH$SSURSULDWHO\UHIHUHQFHVRXUFHVEHORZZKHUH
LQGLFDWHGIRUDOOFKHFNHGLWHPV
0DSVSODQVSORWVRUSODWVXEPLWWHGE\RURQEHKDOIRIWKH3-'UHTXHVWRU
0DS)LJXUHV
'DWDVKHHWVSUHSDUHGVXEPLWWHGE\RURQEHKDOIRIWKH3-'UHTXHVWRU
2IILFHFRQFXUVZLWKGDWDVKHHWVGHOLQHDWLRQ UHSRUW
2IILFHGRHVQRWFRQFXUZLWKGDWDVKHHWVGHOLQHDWLRQUHSRUW5DWLRQDOH
'DWDVKHHWVSUHSDUHGE\WKH&RUSV
&RUSVQDYLJDEOHZDWHUV
VWXG\
86*HRORJLFDO6XUYH\+\GURORJLF$WODV
86*61+'GDWD
86*6DQGGLJLW+8&PDSV
86*HRORJLFDO6XUYH\PDSV&LWHVFDOH TXDGQDPH)LJXUH86*67RSRJUDSKLF4XDGUDQJOHV
1DWXUDO5HVRXUFHV&RQVHUYDWLRQ6HUYLFH6RLO6XUYH\&LWDWLRQ)LJXUH15&66RLOV6XUYH\RI)RUV\WK&RXQW\6RLO
6XUYH\RI)RUV\WK&RXQW\
1DWLRQDOZHWODQGVLQYHQWRU\PDSV&LWHQDPH)LJXUH1DWLRQDO+\GURJUDSK\'DWDVHW1DWLRQDO:HWODQG
,QYHQWRU\DQG)(0$)ORRGSODLQV86):61:,0DSSHU
6WDWHORFDOZHWODQGLQYHQWRU\PDSV
)(0$),50PDSV)LJXUH1DWLRQDO+\GURJUDSK\'DWDVHW1DWLRQDO:HWODQG,QYHQWRU\DQG)(0$
)ORRGSODLQV)(0$),503DQHO1R
\HDU)ORRGSODLQ(OHYDWLRQLV  1DWLRQDO*HRGHWLF9HUWLFDO'DWXPRI
3KRWRJUDSKV$HULDO1DPH 'DWH)LJXUH3URMHFW9LFLQLW\'DWHG
 RU2WKHU1DPH 'DWH3KRWRJUDSKV'DWHG
3UHYLRXVGHWHUPLQDWLRQV)LOHQRDQGGDWHRIUHVSRQVHOHWWHU
2WKHULQIRUPDWLRQSOHDVHVSHFLI\1&':46WUHDP,GHQWLILFDWLRQ)RUP9HUVLRQ'DWHG

,03257$17127(7KHLQIRUPDWLRQUHFRUGHGRQWKLVIRUPKDVQRWQHFHVVDULO\EHHQ
YHULILHGE\WKH&RUSVDQGVKRXOGQRWEHUHOLHGXSRQIRUODWHUMXULVGLFWLRQDOGHWHUPLQDWLRQV





 6LJQDWXUHDQGGDWHRI5HJXODWRU\
VWDIIPHPEHUFRPSOHWLQJ3-'



6LJQDWXUHDQGGDWHRISHUVRQUHTXHVWLQJ3-'
5(48,5('XQOHVVREWDLQLQJWKHVLJQDWXUHLV
LPSUDFWLFDEOH


'LVWULFWVPD\HVWDEOLVKWLPHIUDPHVIRUUHTXHVWHUWRUHWXUQVLJQHG3-'IRUPV ,IWKHUHTXHVWHUGRHVQRWUHVSRQGZLWKLQWKH
HVWDEOLVKHGWLPHIUDPHWKHGLVWULFWPD\SUHVXPHFRQFXUUHQFH DQGQRDGGLWLRQDOIROORZ XSLVQHFHVVDU\SULRUWRILQDOL]LQJDQ
DFWLRQ
RODEN
REYNOLDS.BRYAN.KE
NNETH.1263385574
Digitally signed by RODEN
REYNOLDS.BRYAN.KENNETH.126
3385574
Date: 2019.05.09 12:54:38 -04'00'
PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3320_CITYOFWINSTON-SALEM\10155553_WS-2019_EMERGENCYREPAIR\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\JD\05_JD.MXD
USER: KTHAMES - DATE: 4/22/2019
BETHABARA ROAD EMERGENCY REPAIR
FIGURE 5
POTENTIALLY JURISDICTIONAL WATERS OF THE U.S.
PRELIMINARY JURISDICTIONAL DETERMINATION REQUEST
)HHW O
LEGEND
3URMHFW6LWHDF!!3KRWRJUDSKV
8SODQG'DWD3RLQW
7ULEXWDULHV
&XOYHUW
3DUFHOV
LQ IW
3RWHQWLDO1RQ:HWODQG
:DWHUVRIWKH86
7ULEXWDU\
/)
3RWHQWLDO1RQ:HWODQG
:DWHUVRIWKH86
7ULEXWDU\0RQDUFDV&UHHN
/)
Approx. Total Jurisdictional RPW Tributary:/)
Approx. Total Jurisdictional Wetlands:
Approx. Total Jurisdictional Ponds:
Approx. Total Uplands:
Approx. Total Site Acreage:DFRightBankLeftBank

Applicant:&LW\RI:LQVWRQ6DOHP
Location:DORQJVRXWKVLGHRI%HWKDEDUD5GIURP
+LFNRU\*OHQ5GWRWKHFRQIOXHQFHRI
0RQDUFDV&UHHN:LQVWRQ6DOHP)RUV\WK
&RXQW\1&
Forsyth County PID #: 6HH)LJXUH
Date:
Project Area:DFUHV
Center Coordinates:ƒƒ
SAW #:
Bethabara Rd Emergency Repair
May 13, 2019
0 Study Area NR Boundaries
NR Points Dational Register Boundary
� NR Individual Listin
tDoundary of Destroyed/Removed NR Listing
NR Listing, Gone
SL Points
NRHD Center Point 0 SL Individual Entry
1:12,000
0 0.07 0.15 0.3 mi
0 0.13 0.25 0.5 km
USDA FSA, GeoEye, CNES/Airbus DS

RURAL HALL
PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3320_CITYOFWINSTON-SALEM\10155553_WS-2019_EMERGENCYREPAIR\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\NWP\02_USGS.MXDUSER: KTHAMES - DATE: 5/12/2019
BETHABARA ROAD EMERGENCY REPAIR
FIGURE 2
USGS TOPOGRAPHIC QUADRANGLES
PCN PURSUANT TO NATIONWIDE PERMIT NO. 27
0 1,000Feet O
DATA SOURCE: USGS Topo Quadrangles:Rural Hall, NC (1994)
LEGEND
Project Site (0.85 ac.)
USGS Quadrangles
1 inch = 1,000 feet
Applicant: City of Winston-SalemLocation: along south side of Bethabara Rd from Hickory Glen Rd to the confluence of Monarcas Creek Winston-Salem, Forsyth County, NCForsyth County PID #: See Figure 5Date: 5/12/2019Project Area: 0.85 acresCenter Coordinates: -80.289538°, 36.150144°SAW #: SAW-201-00697
PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3320_CITYOFWINSTON-SALEM\10155553_WS-2019_EMERGENCYREPAIR\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\NWP\04_SOILS.MXDUSER: KTHAMES - DATE: 5/12/2019
BETHABARA ROAD EMERGENCY REPAIR
FIGURE 4
NRCS SOILS SURVEY OF FORSYTH COUNTY
PCN PURSUANT TO NATIONWIDE PERMIT NO. 27
0 150Feet O
LEGEND
Project Site (0.85 ac.)
Soils Map Unit
1 in = 150 ft
On-Site SoilsCoA–Codorus loam, 0-2% slopes, frequently flooded
HaA –Hatboro loam, 0-2% slopes, frequently flooded
Applicant: City of Winston-SalemLocation: along south side of Bethabara Rd from Hickory Glen Rd to the confluence of Monarcas Creek Winston-Salem, Forsyth County, NCForsyth County PID #: See Figure 5Date: 5/12/2019Project Area: 0.85 acresCenter Coordinates: -80.289538°, 36.150144°SAW #: SAW-2019-00697
■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-8960
May 13, 2019
Jessica Tisdale
HDR
555 Fayetteville Street
Raleigh, NC 27601
RE. Bethabara Rd Emergency Repair
Dear Jessica Tisdale.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerWncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Bethabara Rd Emergency Repair
May 13, 2019
NCNHDE-8960
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameCommon Name Last W Element Accuracy Federal State Global State
Group servation Occurrence Status tatRank Rank
DatAR Rank
Vascular Plant 26598 Silphium perfoliatum Northern Cup -plant 2008-07 AB 3 -Medium --- Threatened G5 S1
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Historic Bethabara Natural Area R2 (Very High) C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner -
Piedmont Land Conservancy Easement Piedmont Land Conservancy Private
Forsyth County Open Space Forsyth County. multiple local government Local Government
City of Winston-Salem Open Space City of Winston-Salem Local Government
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/content/helr). Data query generated on May 13, 2019; source: NCNHP, Q2 Apr 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-8960: Bethabara Rd Emergency Repair
et>UX 51 do HP - \o �� 'v Jirsl�� nkaYfair Dr
v ! �
To a .,v�� C' C
koigaM �c 7 "ok Fork „ E
W z
3l Whr�c� r
old
Blase Sr �c� e P Oran s
N d Pars
he c
cr Biia
uc
,r;eet Rd Bram mere Ln S Joe c`
3
•ers ur UJ x WO e`en Co nta, Ln Chemie E
%neer Trl
,Dr
e R c,P Or ock Dr S
® $ Bull Run d 0a'S hr } r
a�
� a' r
Alne rrs�
Valley Yew fd,tnAve —K _
Grove �'a Tobacco Rd
z U Bethabara _
f o O \ \
\ q
07 a
\ '09 Lodge St
North•P•_ cln t'g� _ 'A
� M°narcas Iv71
d
Va11eY Rd
pry� $Ur f ores \
eenmead Rd O
Syn Dc ¢ b `oF t: `W�,
\\ Or Q d J �e0 Oaf
c I: ctP a ,ko.!t �o cla`
' ip"6r 3\�O� Lldeh r� Ranch Dre
Hales Forest DraRa Kress DrZ
Bnarcldl Rd
. R
iarNle Ln 1'1'ate rfo !o�c&Q2 4aS icon Dr m
farrravvn Long Dr o
' Yellowstone Ln
Polo Rd
Palm Dr
c o s moss 5l
Oakland Dr .p % y m s�
�stap Or f rn
m 1� 985 a Oak Crest Polo Rd
N a
of 9a V Pasct•a50r (;ossa It St
m c w
I Weather Dr AspeaY Howell st
o ao
W �' a Wood�'�1rF mRv 3 �e�' n W� rtic G° ocl'n E°teslFyd ea
May 13, 2019
M
Project Boundary
F1
Buffered Project Boundary
E3
NHP Natural Area (NHNA)
El
Managed Area (MAREA)
Page 3 of 3
1:20,667
0 0.175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources Esri, HERE, Garmia, Intermap, increment P Corp_. GEBCC,, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community

2019 EmergencyHDR Project No.CONTRACT DRAWINGS FOR10155553Winston-Salem, North CarolinaJuly 2019ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBERDATE07/201990% DESIGN SUBMITTALR. GEIGER, PE10155553I N D E X O F D R A W I N G SGENERAL00G-01COVER SHEET00G-02 GENERAL LEGEND AND ABBREVIATIONS00G-03 GENERAL NOTES AND STANDARDS00G-04 EROSION CONTROL NOTES00G-05TRAFFIC CONTROL NOTES AND DETAILSCIVIL01C-01PROPOSED STREAM - PLAN AND PROFILE01C-02PROPOSED SANITARY SEWER - PLAN AND PROFILE01C-03CIVIL EROSION CONTROL PLAN01C-04PROPOSED STREAM CROSS SECTIONS01C-05PROPOSED STREAM CROSS SECTIONS01C-06EROSION CONTROL AND CIVIL DETAILS01C-07CIVIL DETAILS01C-08CIVIL DETAILS01C-09CIVIL DETAILS01C-10CIVIL DETAILS01C-11CIVIL DETAILSLANDSCAPE02L-01LANDSCAPE PLANTING PLAN AND TYPICAL SECTIONN.C.B.E.L.S. License Number F-0116HDR Engineering Inc.of the Carolinas440 S Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700Repair Project 90% Design Submittal
2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700GENERAL LEGENDAND ABBREVIATIONS00G-02.dwgNONE00G-02
2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700··” – – – ” GENERAL NOTESAND STANDARDS00G-03.dwgNONE00G-03
2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700EROSION CONTROL NOTES00G-04.dwgNONE00G-04“””
2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700TRAFFIC CONTROL NOTES AND DETAILS00G-05.dwgNONE00G-05K)FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR JACKET WORN AS THE OUTER LAYER OFCLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP/SLOW PADDLE (SEE MUTCD, PART IV, SECTION 6F-2, PAGE 6F-1).RED FLAGS WILL BE ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS, PROPERLYEQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS SPECIFIED ORAS DIRECTED BY THE ENGINEER. A FLUORESCENT ORANGE CAP MAY BE REQUIRED.A)FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND/ORCHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISESPECIFIED WITHIN THE TRAFFIC CONTROL PLANS. THE LOCATION AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BEAPPROVED BY THE ENGINEER.B)CONTACT [phone] TWO WEEKS PRIOR TO BEGINNING OF ANY WORK THAT WILL REQUIRE THE PLACEMENT OF SIGNS OROTHER TRAFFIC CONTROL DEVICES BY THE CITY. CONTACT MUST BE IN WRITING TO THE MANAGER, TRANSPORTATIONENGINEERING DIVISION, WITH CURRENT TELEPHONE CONTACT. THE CONTRACTOR IS TO NOTIFY THE CITY 10 WORKING DAYS INADVANCE OF ANY ROAD CLOSURE OR 10 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES. ALL SIGNAL REVISIONSOR SHIFTS OF SIGNAL HEADS WILL BE THE RESPONSIBILITY OF CITY FORCES; HOWEVER, PRIOR TO REVISING TRAFFIC LANESWHICH REQUIRE SIGNAL REVISIONS, THE CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 30 CALENDAR DAYS IN ADVANCE.THE TRAFFIC LANES SHALL NOT BE SHIFTED UNTIL THE REQUIRED SIGNAL REVISION / SHIFT IS COMPLETE AND READY FORACTIVATION.C)MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/ORCHANNELIZING DEVICES. ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BEMOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BYTHE ENGINEER.D)MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT, UNLESS OTHERWISE SPECIFIED HEREIN. CONTRACTOR ISREQUIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY THROUGHOUT THE PROJECT, INCLUDINGINGRESS AND EGRESS FOR BUSINESSES, UNLESS OTHERWISE DIRECTED.F)TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE NORMALLY USED FORSHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTIONZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON THE PLANS OR ASDIRECTED BY THE ENGINEER. SIGNS SHALL BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES.INSTALL SAND BAG BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT OF SIGNS BY WIND OR PASSING VEHICLESAS NEEDED, SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 1 FOOTABOVE THE PAVEMENT SURFACE.G)WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE REQUIRED SIGNS,BARRICADES, WARNING, AND/OR CHANNELIZING DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.H)ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT WITH THE TRAFFICCONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY CONSTRUCTIONACTIVITY.I)ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS OTHERWISE SPECIFIED ON THEPLANS OR IN THE SPECIAL PROVISIONS.J)THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGGERS PRESENT DURING ALL PERIODS OF CONSTRUCTION ACTIVITY PRIORTO ESTABLISHMENT OF TEMPORARY PAVEMENT TO ASSIST IN THE MOVEMENT OF TRAFFIC WHICH TRAVELS THROUGH THE WORKAREA. ADDITIONAL FLAGGERS MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CITY.1.PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THEDETAILS OF THE TRAFFIC CONTROL PLANS.2.TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING GRADE, MEASURED FROM THE SIDE FACING TRAFFIC.3.MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS, 20 FT. IN TAPERS, AND 10FT. IN RADII UNLESS OTHERWISE INDICATED ONTHE PLANS.4.WHEN USING TYPE III BARRICADES WITH SIGN W20-3 ATTACHED, BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE ROADWAY.5.WHEN USING TYPE III BARRICADES WITH SIGN R11-4 ATTACHED, BARRICADES SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY.6.CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BEEXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING SIGHT DISTANCE IS MET.7.POLICE OFFICERS MAY BE REQUIRED TO CONTROL TRAFFIC DURING CONSTRUCTION HOURS, TO BE PAID FOR UNDER TRAFFIC CONTROL.8.WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5 FT. OF EDGE OF TRAVELWAY, USE NCDOT 1101.04.9.WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE, FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) SHALL BE USED ASDIRECTED BY THE ENGINEER TO SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA. SIGN W20-7A SHALL NOT BE DISPLAYED EXCEPT WHENFLAGGER IS PRESENT.10.MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED PAVING OPERATION.11.INSTALL ADVANCE WARNING DEVICES FOR RIGHT LANE CLOSURE ACCORDING TO NCDOT 1101.02.12.SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.13.FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE. WHEN ACONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THEREQUIREMENTS OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO PHASE II; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFOREPROCEEDING TO STEP 2 OF PHASE I). ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIEDFOR CERTAIN WORK TO BE PERFORMED BY OTHERS.14. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN ANY ONE DIRECTION, UNLESS OTHERWISE DIRECTED.15. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION BETWEEN LANES SHALL NOT EXCEED 1 INCH.16. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20-7A) MAY BE REQUIRED TO DIRECT TRAFFIC THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITIONAND/OR CONSTRUCTION ACTIVITIES.17.REMOVE ANY CONFLICTING PAVEMENT MARKINGS.18.REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAY'S OPERATIONS.19.IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO REMAIN OVERNIGHT, THE AREA SHALL BE BACKFILLED INACCORDANCE WITH DETAIL "A" OR TRAFFIC BEARING STEEL PLATES SHALL BE USED. REFER TO NOTE 15 AND SEE DETAIL "A" REGARDING BACKFILLING AGAINST EDGEOF TRAVELWAY.20.PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS.21.CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN THE SAME AREA.22.INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE PROJECT, UNLESS OTHERWISE DIRECTED. SPECIAL ATTENTIONSHALL BE PAID TO FIRE HYDRANTS.23.ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION INACTIVITY, UNLESS OTHERWISE INSTRUCTED BY ENGINEER.24.DURING THE HOURS OF 7:00 AM-9:00 AM AND 4:30 PM-6:30 PM MONDAY THRU FRIDAY, CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF ATRAVEL LANE WILL NOT BE ALLOWED ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH APPROVAL FROM THE CITY.THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. THEAPPROACH WARNING SIGNS SHALL BE PLACED FOR INDIVIDUAL PHASES AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION ISCOMPLETED.GENERAL NOTESPROJECT NOTESCONSTRUCTION NOTESSTANDARDSTHE FOLLOWING ROADWAY DESIGN STANDARDS THAT APPEAR IN "ROADWAY DESIGN STANDARDS" ROADWAY DESIGN UNIT, N.C.DEPARTMENT OF TRANSPORTATION, DATED JUNE 2006 AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECTAND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS.NCDOT STANDARD DRAWING TO BE USED:STD. NO: TITLE1101.01...................................................................................WORK ZONE ADVANCE WARNING SIGNS1101.02...................................................................................TEMPORARY LANE CLOSURES1110.01...................................................................................STATIONARY WORK ZONE SIGNS1110.02...................................................................................PORTABLE WORK ZONE SIGNS1115.01...................................................................................FLASHING ARROW PANELS1130.01...................................................................................DRUMS1135.01...................................................................................CONES1145.01...................................................................................BARRICADES1150.01...................................................................................FLAGGERSWORK AREA ON SHOULDER(2' OR MORE FROM PAVEMENT)NOT TO SCALE2-WORK AREA ON SHOULDER(MINOR ENCROACHMENT ON PAVEMENT)NOT TO SCALE3-TWO-WAY, ONE-LANE TRAFFIC (FLAGGER CONTROL)NOT TO SCALE1-
1 1 2 I 3 1 4 1 5 1 6 1 7
0 4 s
inv.��
7 r
Rim --c
inv
Shelf•
IS -) as as
18" RCP,
e Sar„ �.•. , d r I�, ,�
hole rOXimaement 53 dee Sanaa QQ g5
RIPRAP LEFT BAND an ULVERT, APP er Eak 31, pageRjm 8 g1 65 m I N m
2' VERTICALLJYQ► illi HICK CL I RIPRAP Plat Boo '�^'J/ n v.. i91
1 3
Qlrl� 1Q7�. / / / / ..If 4onAvl��6ri rrn�rrN�nni A1kii�9kaiii
\ I ( \ ��\� -- _ - =_-----805-= - 805 ---- - -_
G
\ / \
—G— -
G G G —G G G g.2 SSMH 1 ZTI�1� R TO RIM 806.91 70 LF OF RICROPbSED STORM H @.
11 24 LF 18" 122 CLi'RIPRAP ALO G TOE Ed P men t
/ RIM 8 \ 8 IN (S) IE = 799.3 STACK BOUkDE � 1 ge ave REMOVE END U J.T--ASSEMBLY AND
— OUTLET RIPRAI? CL I, SLOPE PROTECTION 6 OF �t QPE, 3 X 2'D PNriabara Ra/ CONNECT TOP PROPOSED GUARD RAIL Corrugated Metdl
18", � (E)� IES--+808�3g0�j� O 8° OU IE = 7 9.03 oad
�_ _ ��_ � Arch Culver t �
Side work
n nd Ay
ting a3 i
1
�163F$
:11
790
er Ease e53
Sanitary Sk g51, page
-A 600
M M — / / ��' PROPOSED GUARD RAIL Ca ate: 8082.16 — , \ Width 15.0'
M M ��5 8 FROM EDGE OF PAVEMENT G DUt• / /
�'`-M—M— — Curb & Gutter (typ.) �� a�` I Ing. Curb &� Gutter
/
''v— /Sidewalk
i-� nd nom——nd ____ M M—M—M—M ��� o I ewalk 805 _
—nd—fid�n�—------------------------ l�—M—M _M _M_MMMM—MSM-8O5—
��-� 805-ne=805-- QV_-L=--RV'-1 --------------------- -
------=-Fltr�nd ----- _ ----- _� —_yo
CP
--—ne—nd—nd—nd -----_ oo�9s
—nd—nd—nd—nva nd—nd—nH_�
Im
OG SI 1. EXISTING BETHABARA RD PAVEMENT SHALL BE
LF///// PROTECTED FROM DAMAGE DUE TO
CONSTRUCTION AT ALL TIMES.
�s 2. CONSTRUCTION OF ROAD EMBANKMENT SHALL BE
FROM STREAM SIDE ONLY, MAINTAINING
TWO-WAY TRAFFIC ON BETHABARA RD.
3. GUARDRAIL CONSTRUCTION MAY BE ALLOWED
FROM THE ROADWAY WITH APPROPRIATE
TRAFFIC CONTROL MEASURES APPROVED.
/4. SEE CROSS SECTIONS FOR FILLING OF EXISTING
/ STREAM CHANNEL.
- - ` 5. SEE GENERAL NOTES FOR SEQUENCE OF
CONSTRUCTION.
6. EXISTING JERSEY BARRIERS ALONG ROAD TO BE
REMOVED AND DELIVERED TO CITY YARD FACILITY
/ AS DIRECTED.
/ 7. FLOODPLAIN LOG SILL ANCHORED PER LOG SILL
DETAIL. USE SINGLE LOG, 15' LONG LEFT SIDE, 10'
LONG RIGHT SIDE.
as f
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
PROJECT MANAGER R. GEIGER, PE
HDR Engineering Inc.
of the Carolinas
N.C.B.E.L.S # F-0116
440 S. Church St. Suite 1000
Charlotte, NC 28202-2075
704.338.6700
0 7/2019 90% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
2019 Emergency Repair Project
Winston-Salem, North Carolina
1
1
:11
790
PROPOSED STREAM
PLAN AND PROFILE
0 2„ FILENAME 01 C-01.dwg
SCALE H: 1" = 20'; V: 1" = 4'
SHEET
01C-01
FBI
C
IV
V

SSSSSSSSSSSSSSSSSSSSSMH 2RIM 805.678" IN (E) IE = 798.508" OUT (W) IE = 798.50TCETCETCETCETCETCESSSPUEPUEPUEPUEPUEPUEPUEPUEPUEPUEPUEDOGOUSE MH W/ TYPE 2 RING AND COVERSSMH 3RIM 800.858" IN (E) IE = 791.838" OUT (W) IE = 791.830+001+002+003+004+00SSSSSMH 1RIM 806.918" IN (S) IE = 799.038" OUT (W) IE = 799.03EXISTING SEWER TO BE ABANDONEDREMOVE EXISTING MANHOLEREMOVE EXISTING MANHOLEEXISTING SEWER TO REMAINEXISTING SEWERTO REMAINAPPROXIMATE LOCATIONOF GAS MAINFULL-DEPTHPAVEMENTREPLACEMENTSSE SSESSE
PSDEPSDEPSDEPSDEPROPOSED PERMANENT UTILITY EASEMENTPROPOSED PERMANENTSTORM DRAINAGE EASEMENTPROPOSED TEMPORARYCONSTRUCTION EASEMENTPROPOSED SANITARY SEWER EASEMENTTIE INTO EXISTING SEWER EASEMENTTCETCETCETCETCETCETCE7908008108207908008108200+00815.50+50807.2806.261+00807.6805.84
1+50805.2
803.50
2+00800.9
801.12
2+50799.3
799.72
3+00798.6
799.21
3+50798.3
797.95
4+00798.0
797.65
4+50798.6
794.07
5+00SSMH 2 (48") TYPE 2STA 1+05.03RIM = 805.678" IN (E) IE = 798.508" OUT (W) IE = 798.50
SSMH 3 (48") TYPE 3
STA 3+58.62
RIM = 800.85
8" IN (E) IE = 791.83
8" OUT (W) IE = 791.83
54 LF 8" VCP @ 3.48%254 LF 8" VCP @ 2.63%58 LF 8" DIP @ 0.92%EXISTING GRADE (TYP)PROPOSED GRADE (TYP)45 LF 8" DIP @ 3.53%SSMH 1 (48") TYPE 2STA 0+47.33RIM = 806.918" IN (S) IE = 799.038" OUT (W) IE = 799.03 EXISTING WATER LINEEXISTING 8" VCP SEWERCREEK
CENTERLINE
EXISTING SSMH
STA 4+99.69
RIM = 798.75
8" IN (E) IE = 787.63
EXISTING SSMH
STA 4+15.04
RIM = 798.07
8" IN (E) IE = 789.95
8" OUT (W) IE = 789.95CONNECT TO EXISTING MANHOLEPLUG EXISTING OPENING AS DIRECTEDCONNECT TO EXISTING MANHOLEEXISTING SSMHSTA 0+00.00RIM = 815.538" OUT (NW) IE = 800.95
2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700PROPOSED SANITARY SEWERPLAN AND PROFILE01C-02.dwgH: 1" = 20'; V: 1" = 20'01C-02NOTES:1.CONTRACTOR TO SEQUENCE SEWER RELOCATIONTO MAINTAIN SEWER OPERATION AT ALL TIMES.THIS MAY INCLUDE PUMP AROUNDS.2.CONTRACTOR TO STAGE CONSTRUCTION OFUPSTREAM TIE-IN TO MINIMIZE PRIVATE DRIVECLOSURE TO NO MORE THAN 6 HOURS PER 24HOUR PERIOD. AT LEAST 10 FEET OF CLEARACCESS SHALL BE MAINTAINED AT ALL TIMESEXCEPT DURING CLOSURES.3.STREAM FLOW SHALL BE PUMPED AROUND WORKASSOCIATED WITH SEWER-CREEK CROSSING.4.COMPLETELY REMOVE EXISTING SEWER MANHOLESNOT IN USE. ABANDON SEWER PIPE IN-PLACE.
795795795
795 8008008008008008008008008058058058058058058058058058
0
5 810810810 8158058012.1:1
2.0:1
3.3:1 815810810805805
800
805SSSSSSSSSSSSSSSSSSSTCETCETCETCETCETCESSSPUEPUEPUEPUEPUEPUEPUEPUEPUEPUEPUE0+001+002+003+004+004+99.69SSS SSE SSESSETCETCE
TCETCETCETCETCESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIMPERMEABLE DIKESFOR CHANNELDIVERSION (TYP)AS NEEDEDSILT FENCE (TYP)CONSTRUCTIONENTRANCEBURIED BOULDER ROCK ACROSS EXISTING STREAM,AS DIRECTED, AS PART OF ROCK CROSS VANECONSTRUCTION (3 LOCATIONS)PROVIDE ROCK CHECK DAMSAS NECESSARY FOR CONTROLOF SEDIMENT IN STREAM2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILEROSION CONTROL PLAN01C-03.dwg1" = 20'01C-03
0+66.1177078079080081082083084077078079080081082083084001020304050600-10-20-30-40-50-601+0077078079080081082083084077078079080081082083084001020304050600-10-20-30-40-50-601+5077078079080081082083084077078079080081082083084001020304050600-10-20-30-40-50-602+0077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-602+5077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-603+0077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-60-42.12' LEL 816.430.00'EL 802.4738.47' REL 811.3145.35' REL 812.15-25.00' L811.0525.00' R809.44815.02814.76811.33812.26810.77810.71806.07802.3802.47807.11806.04809.61808.31810.41811.48811.74812.26
-41.39' L
EL 813.26
0.00'
EL 802.10
37.47' R
EL 810.34
-25.00' L
806.74
25.00' R
809.65
812.95
812.60
810.65
807.60
808.36
806.74
806.78
805.60
805.9
802.10
801.49
805.10
806.60
807.90
809.02
810.11
810.45
810.72
-33.78' LEL 808.560.00'EL 800.6832.46' REL 808.15-25.00' L804.1725.00' R808.00809.71807.76806.67805.65803.59804.14803.59803.6800.68800.68802.68799.94807.13807.69808.10808.33808.44
0.00'
EL 799.28
33.19' R
EL 806.95
803.46
803.11
802.40
801.52
801.28
801.20
801.28
801.3
799.28
798.39
801.28
800.36
805.56
806.46
806.89
807.08
807.13-29.60' LEL 799.480.00'EL 798.7834.24' REL 806.07-25.00' L800.7825.00' R805.89798.69799.10799.48799.60800.78799.71800.78799.9798.78796.64800.78799.57804.39805.30805.99806.27806.36
-28.68' LEL 798.540.00'
EL 797.38
35.79' R
EL 805.61
-25.00' L
799.38
25.00' R
805.40
797.91
798.21
798.50
798.82
799.38
799.24
799.38
795.8
797.38
797.70
799.38
801.11
803.15
804.59
805.50
805.71
805.92 PROPOSED SANITARYSEWER (TYP)EXISTING SANITARYSEWER (TYP)SEE NOTE 1 (TYP)-25.00' L
801.49
25.00' R
806.79
0.00'
EL 799.28
33.19' R
EL 806.95
-42.12' LEL 816.430.00'EL 802.4727.97' REL 810.2038.47' REL 811.3145.35' REL 812.15
-26.13' LEL 802.060.00'
EL 799.28
33.19' R
EL 806.95
4+0077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-60797.69
797.75
797.80
797.94
797.75
798.22
797.75
798.6
795.75
792.62
797.75
798.53
801.57
804.01
805.75
805.96
806.16 6'4'4'BANKFULL12' MIN.5'VARIESFLOODPLAINBENCH (TYP)212'CHANNEL TOE (TYP)TOP OF BANKFULL (TYP)EXISTING GRADE (TYP)ROAD SHOULDER (EXTENSION)PROPOSED GRADE (TYP)2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700PROPOSED STREAMCROSS SECTIONS01C-04.dwgH: 1" = 20'; V: 1" = 20'01C-04ALL CROSS-SECTIONS LOOKING DOWNSTREAMTYPICAL STREAM SECTIONNOT TO SCALENOTES:1.EXISTING STREAM CHANNEL SHALL HAVE ALL LOOSESTONE REMOVED AND STOCKPILED FOR RE-USE,AND DEBRIS REMOVED FROM SITE. CONTRACTORSHALL FILL EXISTNG CHANNEL OUTSIDE OFPROPOSED FINISHED GRADES WITH OFF-SITEAPPROVED COHESIVE SOILS, COMPACTED PERSPECIFICATIONS.
3+5077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-604+0077078079080081082083077078079080081082083001020304050600-10-20-30-40-50-604+5076077078079080081082083076077078079080081082083001020304050600-10-20-30-40-50-60-27.22' LEL 798.170.00'EL 796.0637.76' REL 805.61-25.00' L798.0625.00' R804.52797.50797.78798.08798.41798.06798.80798.06798.9796.06793.87798.06796.92802.04804.11805.46805.67805.92
-27.15' LEL 797.830.00'
EL 795.75
39.56' R
EL 805.95
-25.00' L
797.75
25.00' R
803.96
797.69
797.75
797.80
797.94
797.75
798.22
797.75
798.6
795.75
792.62
797.75
798.53
801.57
804.01
805.75
805.96
806.16-27.66' LEL 798.070.00'EL 793.0824.40' REL 796.66-25.00' L796.75797.78797.91798.04798.09795.08798.14795.08798.3793.08794.94795.08794.00795.08802.34806.27806.64 PROPOSED SANITARYSEWER (TYP)EXISTING SANITARYSEWER (TYP)SEE NOTE 1 (TYP)2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700PROPOSED STREAMCROSS SECTIONS01C-05.dwgH: 1" = 20'; V: 1" = 20'01C-05ALL CROSS-SECTIONS LOOKING DOWNSTREAMNOTES:1.EXISTING STREAM CHANNEL SHALL HAVE ALL LOOSESTONE REMOVED AND STOCKPILED FOR RE-USE,AND DEBRIS REMOVED FROM SITE. CONTRACTORSHALL FILL EXISTNG CHANNEL OUTSIDE OFPROPOSED FINISHED GRADES WITH OFF-SITEAPPROVED COHESIVE SOILS, COMPACTED PERSPECIFICATIONS.
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
LINE
SAWED TREATED TIMBER POSTS 6"x8"x6'AND SAWED TREATED TIMBER OFFSETBLOCKS 6"x8"x14" SHALL BE USED.* FOR SLOPES STEEPER THAN 1V ON 4H,EXTEND THE SHOULDER TO TWO FEETBEYOND BACK OF POST.8''8''6"27''
TO TOP OR RAIL
1"
7"
27''
TO TOP OR RAIL
1"
7"
5'-10" MIN.2-16dNAILS2-16dNAILS2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700EROSION CONTROLAND CIVIL DETAILS01C-06.dwgAS NOTED01C-06
UTILTIY TRENCHAND PAVEMENT REPAIRNOT TO SCALE1-BEDDING REQUIREMENTSNOT TO SCALE2-4' PRECAST REINFORCEDCONCRETE MANHOLENOT TO SCALE3-2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILDETAILS01C-07.dwgAS NOTED01C-07
MANHOLE RING AND COVER - TYPE 2NOT TO SCALE1-MANHOLE RING AND COVER - TYPE 3NOT TO SCALE2-DRAINAGE MANHOLE AND COVER DETAILNOT TO SCALE3-2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILDETAILS01C-08.dwgAS NOTED01C-08
NOTES:1.ALL STONES SHALL MEET SIZE REQUIREMENTS IN SPECIFICATIONS.2.ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.EACH DROP SHALL NOT EXCEED 0.5'. SEE PROFILE FOR REQUIREDELEVATIONS AT DROPS.3.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGHBOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOMOF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION ANDSHALL BE PLACED THE ENTIRE LENGTH OF STRUCTURE.4.VANE ANGLE MAY BE ADJUSTED FOR FIELD CONDITIONS WITHENGINEER'S APPROVAL.NOTES:1. A DOUBLE DROP ROCK CROSS VANE IS A GRADE CONTROL, IN-STREAM STRUCTURE THAT DIRECTS STREAM FLOW AWAY FROM THE STREAM BANKS AND IN TOWARD THE CENTER OF THE CHANNEL. IT ISSIMILAR TO A BOULDER CROSS VANE WITH AN ADDITIONAL DROP (OR “STEP”). THE “STEP” EFFECTS A GRADE CHANGE OVER MULTIPLE DROPS TO MINIMIZE THE HEIGHT OF ANY SINGLE DROP TO PREVENT BARRIERS TO FISH PASSAGE.2. THE CONTRACTOR SHALL ESTABLISH AN ELEVATION CONTROL POINT AT THE UPSTREAM INVERT (CENTER) OF THE CROSS VANE AND AT THE STEP TO ESTABLISH PART OF THE PROFILE. POOL ELEVATION CONTROL POINT SHALL BE DESIGNATED TO ESTABLISH THE REMAINING PROFILE. SURVEY OF CONTROL POINT SHALL BE REQUIRED TO ESTABLISH ACCURATE INSTALLATION WITHIN THE TOLERANCE SPECIFIED.3. THE VANE ARM SHALL INTERCEPT THE STREAM BANK AT A HEIGHT EQUAL TO BETWEEN ½ BANKFULL STAGE AND BANKFULL STAGE. ELEVATION CONTROL POINT IS ESTABLISHED AT THE LEFT AND RIGHT STREAM BANK/VANE ARMINTERCEPT POINT. THE VANE ARM INTERCEPT LOCATION IS DESCRIBED BY ITS RELATIONSHIP TO BANKFULL STAGE OR BY THE LENGTH AND SLOPE OF THE VANE ARM. BANKFULL IS NOT NECESSARILY THE TOP OF THE STREAM BANKSLOPE. SEE TYPICAL CROSS SECTIONS FOR ADDITIONAL INFORMATION.4. THE VANE SHALL BE CONSTRUCTED WITH FLAT-SIDED BOULDERS OF A SIZE (LENGTH, WIDTH, AND DEPTH) AS SPECIFIED ON THE PLANS.5. NON-WOVEN FILTER FABRIC SHALL BE USED TO SEAL THE GAPS BETWEEN THE BOULDERS AND UNDER THE COARSE BACKFILL MATERIAL.THERE SHALL BE NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE FOLDED,TUCKED, OR TRIMMED AS NEEDED. NON-WOVEN FILTER FABRIC SHALL MEET THE REQUIREMENTS OF FILTER FABRIC USED WITH RIP RAP AS SPECIFIED IN SECTION 3.19 OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK.6. COARSE BACKFILL SHALL BE NO. 57 STONE. COARSE BACKFILL SHALL BE PLACED TO A THICKNESS EQUAL TO THE DEPTH OF THE HEADER AND FOOTER BOULDERS AND SHALL EXTEND OUT FROM THE VANE ARMS TO THE STREAM BANKAND UPSTREAM A DISTANCE SPECIFIED.7. THE INVERT (CENTER) OF THE VANE SHALL BE CONSTRUCTED FIRST, FOLLOWED BY ONE VANE ARM, THE OTHER VANE ARM, AND THEN THE STEP. THE FLOODPLAIN SILLS SHALL BE CONSTRUCTED LAST.8. THE VANE SHALL BE BUILT TYPICALLY AS FOLLOWS:A.OVER-EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL THICKNESS OF THE HEADER AND FOOTER BOULDERSB.PLACE FOOTER BOULDERS. THERE SHALL BE NO GAPS BETWEEN BOULDERS.C.INSTALL FILTER FABRIC.D.PLACE COURSE BACKFILL BEHIND THE FOOTER BOULDERS.E.INSTALL HEADER BOULDERS ON TOP OF AND SET SLIGHTLY BACK FROM THE FOOTER BOULDERS (SUCH THAT PART OF THE HEADER BOULDER IS RESTING ON THE COARSE BACKFILL). HEADER BOULDERS SHALL SPAN THESEAMS OF THE FOOTER BOULDERS. THERE SHALL BE NO GAPS BETWEEN BOULDERS. THE SLOPE OF THE VANE ARM IS MEASURED ALONG THE VANE ARM WHICH IS INSTALLED AT AN ANGLE TO THE STREAM BANK AND PROFILE.F.PLACE COARSE BACKFILL BEHIND HEADER BOULDERS ENSURING THAT ANY VOIDS BETWEEN THE BOULDERS ARE FILLED.9. EROSION CONTROL MATTING IN THE VICINITY OF THE VANE ARM INTERCEPT POINT AND FLOODPLAIN SILLS SHALL BE NEATLY SECURED AROUND THE BOULDERS.COARSEBACKFILLFILTERFABRICPOOLFLOWX9X1-CROSS VANE INVERTCONTROL POINT ELEVATION(SEE NOTE 2)TOP OF BANK, (BANKFULL SEE NOTE 3)X12CLASS IRIP RAPX5-POOL CONTROLPOINT ELEVATION(SEE NOTE 2)X2, X3-LEFT OR RIGHTVANE ARM INTERCEPTCONTROL POINTELEVATIONX4-STEP INVERT CONTROLPOINT ELEVATIONVARIES
0'-X13X18(SEE NOTE 10E)X14X16A'A1/3 X61/3 X61/3 X6X7X9HEADER BOULDER,TYPICALCOARSEBACKFILL(SEE NOTE 6)FLOODPLAINSILL, TYPICALPOOLFLOWSTREAM BEDX1 - CROSS VANE INVERT CONTROL POINT ELEVATIONFOOTER BOULDER,TYPICALFILTER FABRIC,TYPICAL (SEE NOTE 5)STREAM BANK,TYPICALX10X11 TOE OF BANK,TYPICALTOP OF BANK, TYPICAL(BANKFULL SEE NOTE 3)X2 - LEFT VANE ARM INTERCEPT CONTROL POINT ELEVATION (SEE NOTE 3)X3 - RIGHT VANE ARM INTERCEPT CONTROL POINT ELEVATION (SEE NOTE 3)X6BANKFULL WIDTHPOOLX4 - STEP INVERT CONTROL POINT ELEVATIONX8X5 - POOL CONTROLPOINT ELEVATIONX11X14X15
BANKFULLCOARSE BACKFILL (SEE NOTE 8)HEADER BOULDERFOOTER BOULDER0' TO 1/3 X6TOE OF BANK2x X16
FILTER FABRIC (SEE NOTE 5)STREAM BED - POOLVARIESSTREAM BANKX15X16 X19PLAN VIEWPROFILE A-A'CROSS SECTION B-B'BB'LINE WITH CLASS I RIPRAPDOUBLE DROP CROSS VANENOT TO SCALE1-2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILDETAILS01C-09.dwgAS NOTED01C-09
NOTES:1. LIVE STAKES SHALL BE INSTALLED ON FINISHED STREAM BANKS. “FINISHED” REFERS TO THE FOLLOWING:A. GRADEDB. PREPARED (ROTO-TILLED, RAKED, AND AMENDED), AS NECESSARYC. SEEDED,D. MULCHED, ANDE. COVERED WITH EROSION CONTROL MATTING.2. LIVE STAKES SHALL BE OF THE SIZE AS SHOWN ON PLANS AND PLACED IN ACCORDANCE WITH THE PATTERN AND SPACING DESIGNATED.3. LIVE STAKES SHALL BE FASHIONED FROM DORMANT CUTTINGS OF WOODY PLANT SPECIES (TREES AND SHRUBS) SPECIFIED ON THE PLANS AND SHOWN IN THIS DETAILED IN A TABLE ORELSEWHERE IN THE PLANS (E.G. – A PLANTING PLAN).4. LIVE STAKE SPACING AND PLACEMENT MAY VARY, AS DIRECTED BY THE ENGINEER, AT DIFFERENT LOCATIONS ALONG THE STREAM, SUCH AS ON STREAM BANKS THROUGH RIFFLE SECTIONS ORON STREAM BANKS ALONG THE OUTSIDE OF MEANDER BENDS.5. LIVE STAKES SHALL NOT BE PLACED WITHIN THE DRIP LINE OF ANY EXISTING TREES AND/OR SHRUBS THAT REMAIN ON THE BANKS.6. DETAILED HANDLING, PREPARATION, AND INSTALLATION GUIDELINES FOR LIVE STAKES ARE PROVIDED IN THE PROJECT SPECIFICATIONS, INCLUDING:A. LIVE STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY OR STORED IN A REFRIGERATED AREA AND KEPT MOIST FOR NO MORE THAN TWO WEEKS.B. ALL LATERAL BRANCHES SHALL BE CAREFULLY REMOVED FROM THE WOODY CUTTINGS PRIOR TO INSTALLATION.C. LIVE STAKES SHALL BE DRIVEN INTO THE GROUND USING A “DEAD BLOW” PLASTIC HAMMER, BY CREATING A PILOT HOLE AND SLIPPING THE STAKE INTO IT, OR WITH THE USE OF AHYDRAULIC INJECTION SYSTEM. SOIL SHALL BE FIRMLY PACKED AROUND THE HOLE AFTER INSTALLATION.D. LIVE STAKES SHALL BE TAMPED IN AT A RIGHT ANGLE TO THE GROUND WITH BETWEEN 70%- 80% OF THE STAKE INSTALLED BELOW THE GROUND SURFACE.E. BETWEEN 20%-30% AND TWO BUDS (OR PRUNED, LATERAL BRANCH LOCATIONS) ON THE LIVE STAKE SHALL BE ABOVE THE GROUND SURFACE.F. SPLIT OR OTHERWISE DAMAGED LIVE STAKES SHALL NOT BE USED.7. THE PLAN VIEW ILLUSTRATES A PERPENDICULAR PERSPECTIVE OF EACH SURFACE DEPICTED IN THE CROSS SECTION. THERE IS NO FORESHORTENING OF THE STREAM BANK (OR ANY OTHERSLOPED SURFACE) IN THE PLAN VIEW.TOP OF BANKTOE OF BANKINSTALLEDLIVE STAKE (SEE DETAIL,THIS SHEET)LIVE STAKE, SHOWNWITH LEAF ANDROOT DEVELOPMENTAPPROXIMATEBASE FLOWWATER LEVELX4X3X2X1X7X
6
X
5 SQUARE CUT TOPBUDS FACINGUPWARDSANGLE CUT45 DEGREESEROSION CONTROL MATTING,(SEE DETAIL 1, SHEET D4)X7X5
X2
X1X4
X3
TOE OF BANKAPPROXIMATEBASE FLOWWATER LEVELTOP OF BANKDRIP LINE (SEE NOTE 5)EXISTING TREES AND/OR SHRUBSCROSS-SECTIONPLAN VIEWINSTALLED LIVE STAKE DETAILLIVE STAKE DETAILLOG SILLNOT TO SCALE1-LIVE STAKINGNOT TO SCALE2-NOTES:1.A LOG SILL MAY BE USED ALONE OR IN COMBINATION WITH A CONSTRUCTED RIFFLE.2.SEE PLANS FOR PROPOSED STRUCTURE ADJACENT TO LOG SILL.3.CONTRACTOR SHALL ESTABLISH AN ELEVATION CONTROL POINT AT THE CENTER OF THE SILL TO ESTABLISH PART OF THE PROFILE. SURVEY OF CONTROL POINT SHALL BEREQUIRED TO ESTABLISH ACCURATE INSTALLATION WITHIN THE TOLERANCE SPECIFIED4.NO PART OF THE SILL SHALL BE PLACED ABOVE THE ELEVATION OF THE STREAM BED.5.TYPICAL RIFFLE CROSS SECTIONS ARE PROVIDED ELSEWHERE IN THE PLANS TO ESTABLISH THE DIMENSIONS OF THE CHANNEL GRADING INTO WHICH THE LOG SILLS ARE TOBE INSTALLED.6.LOGS SHALL BE OF A LENGTH AND DIAMETER SPECIFIED AND BE RELATIVELY STRAIGHT HARDWOOD, RECENTLY HARVESTED. THE LENGTH OF THE SILL EMBEDDED INTO EACHBANK SHALL BE A MINIMUM OF 5 FEET.7.A SINGLE LOG MAY NOT BE USED IN LIEU OF A HEADER/FOOTER LOG COMBINATION.8.NON-WOVEN FILTER FABRIC SHALL BE USED TO SEAL THE GAPS BETWEEN THE LOG(S) AND THE STREAM BED, UNDER THE COURSE BACKFILL MATERIAL. THE STREAM BED,UNDER THE COARSE BACKFILL MATERIAL. THE FABRIC SHALL BE NAILED TO THE ENTIRE LENGTH HEADER LOG USING A 3"GALVANIZED NAIL WITH A PLASTIC CAP WITH 12"SPACING. THERE SHALL BE NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE FOLDED, TUCKED, OR TRIMMED AS NEEDED. NON-WOVEN FILTER FABRICSHALL MEET THE REQUIREMENTS OF FILTER FABRIC USED WITH RIP-RAP AS SPECIFIED IN SECTION 3.19 OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK.9.COARSE BACKFILL OF THE LOG SILL SHALL BE NO. 57 STONE. COARSE BACKFILL SHALL BE PLACED TO A THICKNESS EQUAL TO THE DEPTH OF THE HEADER (AND ANY FOOTER)LOGS AND SHALL EXTEND UPSTREAM FROM THE SILL A DISTANCE SPECIFIED10.THE LOG SILL IS GENERALLY CONSTRUCTED AS FOLLOWS:A. OVER-EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL THICKNESS OF THE HEADER (AND FOOTER IF SPECIFIED) LOGS.B. PLACE FOOTER LOGS, IF SPECIFIED. A LAYER OF BEDDING MATERIAL UNDER THE FOOTER LOG MAY INSTALLED AS DIRECTED BY INSPECTOR.C. INSTALL HEADER LOG ON TOP OF THE FOOTER LOG. HEADER LOG MAY BE SET BACK FROM FOOTER LOG (3" MAXIMUM) AS AN OPTION.D. NAIL FILTER FABRIC TO THE HEADER LOG.E.PLACE COARSE BACKFILL BEHIND LOG(S) ENSURING THAT ANY VOIDS BETWEEN THE LOGS ARE FILLED.F.TRIM ANY EXPOSED FILTER FABRIC AROUND THE SILL INSTALLATION.X8 EXISITING GROUNDSTREAM BANK STABILIZATION,IF SPECIFIED (SEE NOTE 12)HEADER LOG(SEE NOTES 7 AND 8)TOE OFSLOPETOP OF BANKSTREAM BED(SEE NOTE 4)FOOTER LOG(SEE NOTES 7 AND 8)X5X5X7 APPROXIMATE BASEFLOW WATER LEVELPLAN VIEWPROFILE A-A'CROSS SECTION B-B'TOP OF BANK,TYPICALTOE OF BANK,TYPICALX4X3X6X7X5X5STREAM BANK, TYPICALX1 - SILL CONTROLPOINT ELEVATION(SEE NOTE 3)COARSE BACKFILL(SEE NOTE 10)BB'AFLOWLOG SILL (SEE NOTE 2)STREAM BEDNON- WOVENFILTER FABRIC(SEE NOTE 9)COARSE BACKFILL (SEE NOTE 10)X1 - CONTROL POINT ELEVATIONHEADER LOG (SEE NOTES 7, 8 AND 11C)DOWN STREAM STRUCTURE (SEE NOTE 2)FOOTER LOG(SEE NOTE 7,8)X62x X7
X8 FLOWAPPROXIMATE BASEFLOW WATER LEVELX7x2 DOWNSTREAMSTRUCTURE ELEVATION6" COIR LOG IS COMMONLY INSERTED BETWEEN LOGS TO DETER PUNCTURE OF FILTER FABRIC2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILDETAILS01C-10.dwgAS NOTED01C-10
ROCK STEP POOLNOT TO SCALE1-FLOWA'APOOLPOOLPOOLPOOLPOOLX3X5X4X8 X6X7 X1 - BEGIN STEP-POOLCONTROL POINTX2 - END STEP-POOLCONTROL POINTSTEP POOL MATERIALSUSED AS INVERT, TYPICAL(SEE NOTE 5)EXISTING TOE OF BANK,TYPICAL (SEE NOTES 1 & 3)STEP-POOL MATERIALS,TYPICAL (SEE NOTE 4)TOP OF BANK, TYPICALPROPOSED TOE OF BANK,TYPICAL (SEE NOTES 1 & 3)X3X5X4BENCH(SEE NOTE 7)THALWEG(SEE NOTE 5)TOP OF BANK,TYPICALPROPOSED TOE OFBANK, TYPICAL(SEE NOTES 1 & 3)POOLEXISTING TOE OF BANK,TYPICAL (SEE NOTES 1 & 3)BACKFILL MATERIAL(SEE NOTES 1 & 3)STEP POOL MATERIAL(SEE NOTE 4)X10X90' - X11VARIESX8X6X13X1 - BEGIN STEP-POOLCONTROL POINT(SEE NOTE 2)X2 - END STEP-POOLCONTROL POINT(SEE NOTE 2)STEP-POOL MATERIALSUSED AS INVERT,TYPICAL (SEE NOTE 5)TOPOFBANKFLOWSTEP-POOL MATERIAL(SEE NOTE 4)BB'X17 X1AX1AX1AX1AX1A - STEP-POOLCONTROL POINT, TYPICALX1A - STEP-POOLCONTROL POINT, TYPICALX17 SECTION A-ASECTION B-BPLAN VIEWDIMENSIONSDIMENSIONVALUEDESCRIPTIONX1X2X3X4X5X6X7X8X9X10X11X12X13X14X15X16FT (NAVD)FT (NAVD)10 FT6 FT4 FT4 FT1.5 FTVARIES18 IN36 INVARIES9 IN6 IN18 IN12 IN9 INBEGIN STEP-POOL CONTROL POINT ELEVATIONEND STEP-POOL CONTROL POINT ELEVATIONSTEP-POOL WIDTHPOOL WIDTHBENCH WIDTHPOOL LENGTHPOOL OVERLAPSTEP-POOL LENGTHSTEP-POOL MATERIAL THICKNESS IN POOLSTEP-POOL MATERIAL THICKNESS IN BENCHBACKFILL OR SUBPAVEMENT THICKNESS (DEPTH), IF SPECIFIEDD50 STEP-POOL MATERIALSTEP POOL INVERT DROPBOULDER LENGTHBOULDER WIDTHBOULDER THICKNESSNOTES:1.STEP-POOL STRUCTURES SHALL BE INSTALLED IN NEWLY GRADED CHANNEL SECTIONS AND/OR IN EXISTINGCHANNEL SECTIONS, AS SHOWN ON PLANS. THEY SHALL BE USED IN STEEP, CONFINED LOCATIONS, SUCH AS ATRANSITION FROM ONE STREAM TYPE TO ANOTHER.2.ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE BEGINNING AND END OF STEP-POOL STRUCTURESTO ESTABLISH PART OF THE PROFILE OF THE CHANNEL. SURVEY OF CONTROL POINTS SHALL BE REQUIRED TOESTABLISH ACCURATE RIFFLE INSTALLATION WITHIN THE TOLERANCE SPECIFIED BY THE SPECIFICATIONS.3.BACKFILL MATERIAL IF NEEDED TO ESTABLISH A STEP-POOL SUBPAVEMENT AND/OR TO RAISE THE CHANNELBED DUE TO SCOUR/INCISION, SHALL BE OF D50 OF 9". BACKFILL SHALL BE PLACED SUCH THAT THE ADDITIONOF THE SPECIFIED THICKNESS OF STEP-POOL MATERIAL SHALL ACHIEVE THE DESIGNATED GRADES.4.STEP-POOL MATERIAL AND BOULDERS SHALL BE AS SHOWN IN TABLE ABOVE. STEP-POOL MATERIAL MAY BEEXCAVATED, STOCKPILED AND REUSED FROM ABANDONED CHANNEL SECTIONS. OTHERWISE STEP-POOLMATERIAL SHALL BE SLIGHTLY ROUNDED, "RIVER-TYPE" ROCK. UNLESS OTHERWISE APPROVED LOGS ANDOTHER WOODY DEBRIS MAY BE INCORPORATED INTO THE STEP-POOL MATERIALS.5.STEP-POOL INVERTS SHALL CONSIST OF BOULDERS FROM THE STEP-POOL MATERIALS. INVERTS SHALL BE SETAT A DROP/RISE FROM THE ADJACENT UPSTRAM/DOWNSTREAM INVERT TO ACCOMMODATE THE PASSAGE OFFISH. THE INVERT SHALL FORM THE THALWEG OF THE STEP-POOL STRUCTURE. POOLS SHALL BE FORMEDBETWEEN THE INVERTS TO THE DIMENSIONS SPECIFIED.6.THE BENCH OF THE STEP-POOL STRUCTURE SHALL BE FORMED BESIDE THE POOL AT THE DIMENSIONSSPECIFIED. THE BENCH SHALL BE FORMED OF STEP-POOL MATERIALS AND BOULDERS PLACED TO A DEPTHSUCH THAT THEIR SURFACE MATCHES THE ADJACENT UPSTREAM STEP-POOL INVERT.NOTES:1.SEE SPECIFICATIONS FOR BOULDER INSTALLATION REQUIREMENTS.2.BOULDERS TO BE 1'Hx2'W. LENGTH CAN VARY FROM 2'-4'. STAGGER JOINTSFROM ROW TO ROW.3.SOIL FOR BACKFILL MAY BE FROM ON-SITE EXCAVATION.4.SUBGRADE SHALL BE EXCAVATED AND COMPACTED PER EXCAVATIONREQUIREMENTS.5.GAPS IN JOINTS BETWEEN BOULDERS SHALL BE "CHINKED" WITH SMALLRIPRAP STONE.6.SEE PLANS FOR ACTUAL EXPOSED HEIGHT OF THE WALL SECTIONS.3' SOIL2"-3" (TYP)6"6" SOIL
(SEE NOTES)
VARIESBURY BASEBOULDER6" NO. 57 STONECOMPACTED SUBGRADE(SEE NOTE 4)COARSE BACKFILL 6"MIN NO. 57 STONEBEHIND BOULDERSFILTER FABRIC AS ASTONE SEPARATIONDRY STACK BOULDERSLOPE PROTECTIONNOT TO SCALE2-BANKFULLCHANNEL INVERT2019 Emergency Repair ProjectWinston-Salem, North CarolinaB2ISSUEDESCRIPTIONPROJECT MANAGERPROJECT NUMBER01"2"FILENAMESCALESHEETDATECDA1345678R. GEIGER, PE1015555307/201990% DESIGN SUBMITTALHDR Engineering Inc.of the CarolinasN.C.B.E.L.S # F-0116440 S. Church St. Suite 1000Charlotte, NC 28202-2075704.338.6700CIVILDETAILS01C-11.dwgAS NOTED01C-11
1 I 2 I 3 I 4 I 5 I 6 I 7
Zone Description Total Area
(Sq. Ft)
Total Area
(Acres)
Common Name
%of
Mix
Seed
(lbs./acre)
TALL FESCUE
1 Stream Riparian Banks 3,925
0.09
2 Floodplain Riparian Areas 9,947
0.23
3 Upland Areas 11,060
0.25
Botanical Name
Common Name
Stratum
Chasmanthium latifolium
Form
Size
Spacing
Quantity
Total
Zone 1 - Live Stakes
2
0.40
1,2
Elymus virginicus
Virginia Wild Rye
18
Cornus amomum Silky Dogwood
Shrub
Panicum anceps
live stake
1/2 -1 1/4" cal
2.0'0.C., triangular
400
Panicum rigidulum
Salix sericea Silky Willow
Shrub
4.20
live stake
1/2 -1 1/4" cal
2.0'0.C., triangular
400
1,200
Sambucus canadensis Elderberry
Shrub
Indiangrass
live stake
1/2 -1 1/4" cal
2.0'0.C., triangular
400
Zones 1 and 2 - Permanent Riparian Seed Mix (20 Ibslacre)
Zone
Botanical Name
Common Name
%of
Mix
Seed
(lbs./acre)
TALL FESCUE
Agrostis hyemalis
Winter bentgrass
2
0.40
Bidens aristosa
Beggartick
2
0.40
Chasmanthium latifolium
Rimer Oats
20
4.00
Juncus coriaceus
Leathery Rush
2
0.40
1,2
Elymus virginicus
Virginia Wild Rye
18
3.60
Panicum anceps
Beaked Panicgrass
21
4.20
Panicum rigidulum
Red -top Panicgrass
21
4.20
Rudbeckia hirta
Black-eyed Susan
2
0.40
Sorghastrum nutans
Indiangrass
10
2.00
Chamaecrista fasciculate Partridge Pea 2
0.40
ERNMX307 - NC Piedmont Riparian Mix
added Beggarstick, Blackeyed Susan, and Partridge Pea
ZONE 3:
1.) APPLY PERMANENT SEED MIX AS FOLLOWS.
DATE
PERMANENT SEEDING SCHEDULE
SEEDING
PLANTING RATE
AUG. 15 - APR 15
TALL FESCUE
100 LB./AC
APR. 15 - AUG 15
BERMUDA GRASS
25 LB./AC
2.) APPLY GROUND LIMESTONE AT THE RATE OF 75 LB./1000 SF. OR AS REQUIRED BY
SOIL TEST AS SPECIFIED IN SPECIAL PROVISIONS.
3.) APPLY 20-10-5 (N -P -K) COMMERCIAL FERTILIZER AT THE RATE OF 20 LB./1000 SF.
OR AS REQUIRED BY SOIL TEST AS SPECIFIED IN SPECIAL PROVISIONS.
4.) MULCH WITH STRAW APPLIED AT THE RATE OF 75-100 LB./1000 SF.
5.) HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
HDR Engineering Inc.
of the Carolinas
N.C.B.E.L.S # F-0116
440 S. Church St. Suite 1000
Charlotte, NC 28202-2075
704.338.6700
LOCATION VARIES
TOP OF MAIN
CHANNEL, LIMITS OF
CUT/FILL)
COIR FIBER MATTING
0 7/2019 90% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
ZONE 3 no -' -0 ZONE 2
FLOODPLAIN BENCH
ZONE 1
CHANNEL
BOTTOM
ZONE 1
LIVE
STAKES
(TYPICAL)
ZONE 2
FLOODPLAIN E
LOCATION VARIES
TOP OF LOW FLOW CHANNELS / \ COIR FIBER MATTING
(APPROX. BANKFULL)
TYPICAL STREAM SECTION DETAIL 1
NOT TO SCALE K -
PROJECT MANAGER R. GEIGER, PE
ZONE 3
TOP OF MAIN
CHANNEL, LIMITS OF
CUT/FILL
2019 Emergency Repair Project
Winston-Salem, North Carolina
PLANTING LEGEND
•
NOTES:
1. ZONES 1 AND 2 TO BE MATTED WITH COIR
FIBER MATTING.
2. TOTAL DISTURBED AREA 0.650 ACRES.
LANDSCAPE PLANTING PLAN
AND TYPICAL SECTION
0 2„ FILENAME 02L-01.dwg
SCALE 1" = 20'
SHEET
02L-01
FBI
C
C