20150986 Ver 1_401 Application_20150915

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" September 9, 2015� ' . .. , : • , r �, ,� , . . . , .
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, US Army Corps of Engineers; Wilmington District;:Regulatory�Divisiori ,. �
John Thomas � � . : . ;. " ,� - � . - . ' ; y . ; , . , . : .
� , � -� 3331�, Heritage Trade Drive, Suite 105 ..� - , - . ; � � '�. � , � � - �. � � � � ' -.
' , " Wake Forest; NC 27587 ..,' , . . ; _. � � . �� . ; . -, � . _ . -
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., ' - - � North Carolina Division of Water Resources � , - - � � � . � . `.
Sue. Homewood , � . 4 , . , � . , � " ` -
• 450 W. Hanes �Mill Road,�Suite.300 . � , •� ' � � � �. . � , - � , �
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' . , Winston� Salem, NC 2Z 105 . � . . ,. , , , - _ . , � ' . � .
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�� Re:. < � Pre-Construction Notification � � ` � � . � . , ��. � '�'
, • � � Monarcas C'reek Stream �Stabilization, Winston Salem; NG —,Forsyth County - .� . . ' � : _ � � ,
-_ This subrnittal is a Pre-Construction.Notificat'ion�(PCN) for a stream restoration project in.Winston._, '
,'� Salem, NC: All"constructiori associated with the project,.will, be contained witliin'the right-of-way �, �.`
. and/or.within designated easements. Please find enclosed the followirig information• and data for this. :
, , project: „ � • � .� _ . - . � � - ; ` . ,
' . 1. PCN. Application Form -, . , - , . � � . " . '
� 2. Fo`rsyth Courity�Soils Map , : ', . � � ` : - � - � ' ` . ,
� , . , • •. .
� ' 3: COE Jurisdict'ional Determination ' ' ' ' ' .� " � � " . -, _ .
� - , ' '' - 4. � � Topographic ,and ;Location Survey. � " ' ' , � , . . � � , '
�. 5. � Construction Drawirigs'(1 �set to� USACE; 4 sets to DWR�). ' � . . • , � � ,� ' � :. _
� . 6. � Clieck for $240 review fee to NC Divisiori`of.Water'Resources (no.fee-to USACE) ` , �: �� � ��
. .. � _., � �.`, `. • ' � � � : -,.. �, ��: � .,., � �, , '.. '
, � .-The streambank stabilization proj'ect along Moriarcus Creek"is located� immediately.do�vnstream�of� �� '. �� �`
�� , North.Point Boulevard"and'will repair a streambank which has eroded and is degrading water quality, _,�
���� negatively affecting tHe aquatic�ecology and threatening the structural integrity of sanitary.sewer infrastructure �� ,
� � and-a parkirig;lot`in the floodplairi. Improvements will� utilize natural channel design'techriiques to stabilize � � `
� -"i �,.� streamban,ks and reduce storm water velocity in lieu of traditional.engineering techniques, sucli as rip-rap, �, ,�
� - , � ° � ��gabion baskets, and retaining wa11s.��,Prior to the installation�of �streambank� stabilization structures, a' � ;. • '
' .��:� sanitary sewer manhole will'be relocated to: the floodplain, away from •its current�position within the `; � :
,,', ' - streain: The main�goal of the�project�is prevent a catastrophic�failure of�the strearilbank which is ..� '
� ' curreritly experiericing severe erosion and floodplairi subsidence. Other goals of the project are to � .. �.
improve water quality, reduce stream bank. erosion; improve tfie aesthetics of the stream corridor and _-, '
'� � r . ' .. . � , . ' . � . , .. i . , . .
enhance aquatic liabitat. � , , . �
, , . , . . .� . , . . , _ ,
., �. � 'I�f you have questions or `need additional information; please feel free to contact me _at 336-996-9974, ..
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� Sincerely you"rs;. , . _ ,-,. - ; , , , , � ,
, JEWELL Engirieering Consultants,.PC , � � ' . ' ,. ��� �. �-a Q �`1 �
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" . Amy Bl IC, PE ' , ._ , . . . � , � ' . . 'DENR -�YATER Rc5i7�RCE5 . ,
, � ' ' � . , , . ' � - � . , TRANSPORTATION PERMITTING UNIT . � ��_ �
. J � Post Office Box 2294, Kernersville, NC 27285-2294 . 311 South Main. Street, Suite A, Kernersville, NC,27284 . -�-
� , _ � [phone]�� ■ � Fax [phone] � : www.jewellengr.com � : � . - ".
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RECEIVED
N.C.D�^• ,.' ;-\R
SEP 1 i �ot�
Office U e Only:
"'� ��'" `�or s a tion ID no.
�.C�.o��ai Offi p
DWQ project no. _
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: ✓Section 404 Permit Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ✓Yes No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
✓401 Water Quality Certification — Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification — Express Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
Yes ✓No Yes ✓No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu Yes ✓No
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h Yes ✓No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes ✓No
2. Project Information
The City of Winston-Salem (City) has identified this site as experiencing severe streambank erosion and jeopardizing City-
owned underground utilities. The City plans relocate the sanitary sewer and implement stabilization measures that would
protect the stream, improve aquatic habitats, and improve water quality downstream. The proposed streambank stabilization
practices will utilize natural channel design techniques, and will include boulder vanes, floodplain benching, bank sloping,
vegetated geolifts, live stake planting, and minor channel realignment. The City has contracted with Highfill Engineering for this
project. Highfill is designing the utility portion and Jewell is designing the stream stabilization portion.
2a. Name of project: Monarcas Creek Streambank Stabilization �
2b. County: Forsyth
2c. Nearest municipality / town: inston-Salem
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Point Holdings, LLC
3b. Deed Book and Page No. Book 3199 / Page 1737
3c. Responsible Party (for LLC if
applicable):

he3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: Ron Hargrove
4c. Business name City of Winston Salem ,
(if applicable):
4d. Street address: P.O. Box 2511
4e. City, state, zip: inston-Salem, NC, 27102
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Chris Yow, PE, CFM
5b. Business name ewell Engineering Consultants, PC
(if applicable):
5c. Street address: 103 Kirk Avenue SE Ste A
5d. City, state, zip: Roanoke, VA 24011
5e. Telephone no.: [phone]
5f. Fax no.:
5g. Email address: [e-mail]
B. Project Information and Prior Project History
1 Property Identification: Monarcas Creek at North Point Boulevard
1a. Property identification no. (tax PIN or parcel ID): 6827-06-2011
1 b. Site coordinates (in decimal degrees): Latitude: 36.15034 Longitude: -80.28584
1 c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Monarcas Creek
2b. Water Quality Classification of nearest receiving water:
2c. River basin: Upper Pee-Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Monarcus Creek Project Site (the Project Site) is located immediately downstream stream of a triple box culvert
flowing under North Point Blvd. Monarcus Creek flows generally east to west on the Project Site. The drainage area
measures approximately 1.1 square miles and is highly impervious, with a large percentage of commercial land use.
On stream left, the area between the streambank and North Point Blvd is vegetated with native grass, shrubs and
some mature hardwood trees. A small wetland is present and will not be impacted during construction. On stream
right, the streambank is experiencing severe erosion which has exposed the foundation of an existing sanitary sewer
manhole and is causing ground subsidence on the terrace. A majority of the right stream bank is vegetated with
hardwood trees.

3b. List the total estimated acreage of all existing wetlands on the property: 0.1 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 195 feet
3d. Explain the purpose of the proposed project:
This project is proposed to address severe bank erosion and mass wasting on the right bank of Monarcas Creek that is
threatening subsurface utilities(sanitary sewer), developed areas, and contributing substantial sediment loads to the watershed
Through the use of natural channel concepts, the streambank will be stabilized to halt the erosion.
3e. Describe the overall project in detail, including the type of equipment to be used:
i. Prior to the start of soil or sediment disturbing work, erosion control measures will be installed (Sheet 2.0). These will
be temporary structures, and are to be removed after the project is complete.
Clearing and debris removal will be conducted as needed to execute the goals of the project, however great care will be
exercised not to disturb the stream or to unnecessarily damage existing vegetation. All debris generated through this
work will be removed from the site.
iii. The right streambank slope will be cleared of vegetation to allow access to the work area. The angle of the slope will be
reduced to decrease the erodability. A vegetated geolift will be installed and other areas with exposed soil will be
planted with an herbaceous seed mix to stabilize the soil after the work is complete (Sheet 4.0).
iv. Three rock vanes will be installed spanning from the thalweg to tie into the right bank above 3/< bankful stage height in
the curve (Sheet 3.0 and Detail 2/6.0). The rock vanes will be installed at an ascending angle from stream bed to bank
at an 8% slope at a 20-30 degree angle to the thalweg, such that the energy of high flow events will be turned away
from the bank toward the stream center and dissipated, reducing the erosive force exerted against the bank. Rock
structures will be installed using track hoes and hand labor. The toe of slope space behind the rock vanes will be filled
with vegetated geolifts (Detail 3/6.0). The area around the installed structures will be planted with live stake plantings �
native woody species (Sheet 4.0 and Detail 1/6.0). Rock structures and plantings will be installed using track hoes and
hand labor.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
✓Yes No
Comments:
✓Preliminary
Agency/Consultant Company:
Pilot Environmental
Unknown
Final
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field verification by USACE and NCDWR on7/1/2015. Finalization of the USACE determination is anticipated with the approval
of this permit application. See attached documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
Yes ✓No Unknown

'6a. Is this a phased project? I Yes ✓No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check ali that apply):
Wetlands ✓Streams — tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f. Area
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Tem ora T
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 39•
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
S1 (T) Stabilization Monarcas Creek pER 404 12 160
3h. Total stream and tributary impacts 160
3i. Comments: All proposed impacts are temporary and are related to streambank stabilization, habitat enhancement, and
restoration.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Tem ora T
01
02
03
04
4f. Total open water impacts 0

4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f. Total: �
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surtace area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Tem ora T feet feet
B1
B2
B3
64
65
66
6h. Total Buffer Impacts: N/A N/A
6i. Comments:

•D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All proposed impacts to jurisdictional stream channels are related to stabilizing eroding streambanks and restoring habitat.
Multiple engineering alternatives were considered, including hardened bank structures, but natural channel design parameters
were selected to most effectively accomplish project goals.
The project proposes no impacts to jurisdictional wetlands.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Various construction methods for minimizing off-project sediment release during construction of the in-stream structures were
considered, including pump around operations and diversion, however these were deemed infeasible due to the flow volume of
the stream. All stream work will be performed from the bank and care will be taken to minimize the impacts to the stream.
2. Compensator Miti ation for Im acts to Waters of the U.S. or Waters of the State
2a. Does the p�oject require Compensatory Mitigation for Yes ✓No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
Mitigation bank
2c. If yes, which mitigation option will be used for this payment to in-lieu fee program
project?
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Quantity:
Type: Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. N/A
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres

4g. Coastal (tidal) wetland mitigation requested: I acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires Yes ✓No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified Yes ✓No
within one of the NC Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? p%
2b. Does this ro'ect re uire a Stormwater Mana ement Plan? Yes ✓No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project will not contribute impervious surface to the watershed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local governmenYs'urisdiction is this project?
Phase II
3b. Which of the following locally-implemented stormwater management programs NSW
apply (check all that apply): USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been Yes No
attached?
4. DWQ Stormwater Pro ram Review
Coastal counties
HQW
4a. Which of the following state-implemented stormwater management programs apply ORW
(check all that apply): Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been Yes No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ✓Yes No
use of public (federal/state) land?
1 b. If you answered "yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State Yes ✓No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) Yes No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, Yes ✓No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? Yes ✓No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in Yes ✓No
additional development, which could impact nearby downstream water quality?

3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no,° provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in o� near an area with federally protecfed species or Yes ✓No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ✓Yes No
im acts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville, NC
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? Spoke with Bryan Tompkins in Fish & Wildlife Asheville Field Office on 7/20/2015. Confirmed no effect.
6. EssentialFishHabitat(Corps.Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes ✓No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper (http�//www habitat noaa qovlprotection/efhlefhmapper/index.html)
Confirmed with Bryan Tompkins in Fish & Wildlife Asheville Field Office on 7/20/2015.
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 havi►ig historic or cultural preservation Yes ✓No
status (e.g., National Historic Trust designation or properties significant in
North Carolina histo and archaeolo ?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Used the GIS spatial data from National Register of Historic Places from nps.gov website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain? ✓Yes No
8b. If yes, explain how project meets FEMA requirements:
The proposed project does not include alteratioris to the floodplain and the in-channel structures will not affect the height of
inundation during a 1% annual chance flood event, based on an engineering analysis (no-rise study). Therefore, the floodway's
ca aci to ca a 1% annual chance flood event will not chan e from current conditions.
8c. What source(s) did you use to make the floodplain determination?
NOrth Carolina Flood Mapping Program (http://www.ncfloodmaps.com/) and best engineering practices.
Chris Yow � 9/9/15
Applicant/Agent's Printed Name Applicant/Agent's Signature (Agenrs
signature is valid only if an authorization letter Date
from the applicant is provided.)

AGENT AUTFiORIZATION FORM
PROPERTY LEGAL DESCRIRTION:
LOT N0. 3199 PLAN N0. 1737 PARCEL ID: '6827-06-2011
STREET ADDRESS: 7-726 North Point Boulevard; 1Ninston Salem,; NC 27106
Please print:
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The undersigned, registered property owners of the above.noted property, do hereby authorize
Ctiris Yow., PE, CFM of' JEINELL Engineering Consultants, PC_ _
(Contractor /;Agent) (Name of consulting firm)
to act on the City's behalf and take all adions necessary for the processing, issuance and acceptance of
this permit or certification and any and_ all standard and special conditions attached.
Property Owner's Address.(if different than property above);
City of Winston Salem
Ron Hararove, Utilities Di'rector
101 North Main Street.
VUinston Salem, NC 27102
Telephone: 336- 7a7-73�2.
We hereby certify the above information submitted in this application is true and, accurate to the best
of our knowledge:
A�uthorize Sign ure
Date: � h�.�/ � � �15

�U.S. Al2M.X CQ:iZPS O:f? �NGINEE�RS
W (LN11NG"f"ON 171 S"C'R.[C;"�"
Actit�i� Id. SAW-LQ.1.5 014�16 Cou��ty: I+ors t�li U.S.G.S. Qu�cL �C:-Itul-al 1-1��11
�v+��r��r��c��r��o� o�? .�u�i�s�»�cn��oN��., a���,������7Na�N�T�o�r
t��,���t:
� Nc�rtl� Point Wolcliu+�s 1.,1 C/ 12c�ia H.�r�rovc ,,
Address: 7726 North Paini f3aulevarcl
.�
Wiiast��n-Salc�ri , NC, 271b b `�y ,
Tcle�ahonc Numbcr:
Size (,�cres) 5 � �Ne:�resC `I"c��vn Winston-S.�Ic�i�
Near�sk Waterti�vly Mc�u.u�cas C�•cclz IZi��cr 13asin U��ncr Yud{cin. North C.��`ufii�a.
USC�S E-IUG 030�J0101 Goordin�tes I.atitude: 3(.15035�4
I.,ongitt�clE: -SO.ZRG'2�}(1
� -�°'la�i`ti�tioii`tfescrij�tion: Norif��l?oi�ir�t�laleiin�s��Umm�rc�iii propert}��loca��d oirNni�th�l'oint Boulevarcl; �dj�ccnttu � � "
Monare�s G�eefc, (n Winsion-Salei��; i�orsyU� County, N�rtl� Caralint�. Mtip provir3ecl of �I�linc�t�cl fl���;;ccl limits ol�
juriselictional sCre�srr� ci��ni7els �ancl ricliac�nC j�arisclictional ���eU��nefs received on July tl I, 201�.
Indic��tc VVhich uf tl�c t��llowin#� Api��`_:
A. 1'rclimin.uy I)ctcrmin.�tion
13�s��1 on prelimii�ary inPormacion, lh�re may l�c �vetl�nds on tk�e above clescril�ecl pro}�erty. W� stron�ly sug�;est y��i h��ve
this proE�erry inspec�tecl to eleteri7�ine the exCent of I�eEazu•ti��ent pf tJle Army (DA) j�irisdiction. "I'o be coi�sielercci �nal, a
jurisdictian�l deter�nii�auon must l�e vci•itictl by tf�e Co�•ps. '1�17is �r�limi��lr•y deCermittaYion is nc�l �tn a��Ea��lable acCio�7
uncler thc Re�ul�tory I'rogram Administrative r1�p��1 process (Reference 33 CFR I'art 331). If }rau �vish, }�ou m�y reqGicst
at� �iC���roveti JD (�vliich may b�; a��pe�led)a by cc��itticti��� t�l7� Cor�as tlish•icC Por ��ardier instr�GCY.ion. �Iso, you ma}� �n•�vide
new informal`ion Por further consideraCion by the Corps ro rcevaluate tf7c JD.
13. Apprmrec! �Oct�crminatiun
"fherc �i��e N�vigable Warers af Cl�c Ui�itecl Si��Tes ���itltiin tl�e abovc cleseril��tl �r�E�crCy subjecG t,o tite E��ri7�iY req��ireme�ats of
Secl�ion 10 oitl�e 12ivers ancl I-larbors net �nd Secrioi� �104 of the Clean W�tei' t1ct. Ur�less tl�ere is �r of�iang�; in t°17e I��v or
ou�• ��ublishetl re�ulaCians, tf�is cict�ermi�l�tion m��y be relicd u��un f�r �i ��eriod i�o� to exceecl �ive y�ars frpm i.he dnte aPti�is
1101'1�ICe1C1011.
?� "I'i�ei•e are �vaters �Fthe U.5. including�wetlai�ds an the al�ove descril�ecl }�Y•operry su�i�ct ta tf�c pci7nit� requir�mcrits of
Section 40�1 �f the Ge�n W�tE.r Act (CW�)(33 USC § 13�4�� Unless tltere is a chai7�e in che I��«� or oGU• }a��blishetl_
regul�Tions, tliis c{eicrminati��� in�ty I�e reliCtl tiptar� f'�7r � p�riotl i�cat to e�c�;eci�livc years f'rom the d��tc oftl�is natiiicati��n.
��Je st�r�n�ly su��ESt you hav� the tia=eClz�n�fs oi� }�c�ur ��ro}�ert}� ticlineateci. IJuc t�o thc si-r_e of your ��raperty antllqr c�ur
��resent �+�orkloaci, the Ca�-ps may ��ot be able eo aecoi7�plisl� Chis �vEtl7r�c1 delineation in �� ti��lely ma�incr. 1 or �i ri�ore timely
delii�e�tion, }'ou may wish t�o obt�in �i cp�7sultan��. `fo be consid�rEd I�innl, any dcline�Uion �Ti�.ist be vcrilied by ehc Cprps.
X"I"he �vaters of the U.S. includin�; w�tl��nels o�7 your ��roject area ha>>e been deliucz�recl ancl nc� tlelii�ef�Cioi� h��s becn
verifi�tl by tite Cqrps. 4�� sr�•ai��;ly sug�;esk yo�� h�1t=e this delin�atipn s��rveye�i. Upon co����letiori, thi� s��rvey shoulcl be
r�
revie�vecl and veri�ieci l�y tl�e Corps. Oiiee verified, this survey �vill p��c�vicle an �iceurate depictivi� c�Pall �reas s�ibjeet la
CW� j�u'isdiction o�� yQUr (�raperry �vhich, prc�vided therc is na chan�;e in Il�e la�v o�� oi.u• publishccl regul�tions; may b�;
�•elied upon for � pe�'iod iiot �o e�ceeci tive }�ears.
�('he �vakur� al`thc U.S. incluclin� 4veClands N�i��c biei� tl�lineaCed rt��ci stii��v�yetl �ncl �ire acriu�ately tic�aicted on tlte �laC
sigi�eci by khe Corps R.e�ulatory Official idcntii�ied I�elo�v on . Unless there is a ch�inge ir� the la«� or our publisllecl
re�ul�tior�s, tl�is tle�tcrrnir�ation r���iy b� relicci upon ('or �i p�f'iucl r�ot tc� exceeci Cve yezu�s G•c�n� the cl�ite of'this i�ori(�ication.
'i'I�cr-e tirc ���� ���atcrs uFt6e U.S.; tc> include wetlancls, pr�senl t�n [h� abave describetl ��roject area �vhich are subject to thc
permit requircm�nrs oESectic�n �04 oFthe Clcan Wr�tei' Aet (33 USC 131�t). lJnl�ss th�:rc is a cita��gc in tl�i: la�u qr c�ur
Pa�;e 1 uf 2 � �`' -�"'�

��ublishcti r�gulatioi7s, t{�is c(eCermii��rtian may be r�li4c1 �ipc�il ('wr � ��er�i4�i n�t lo exceEd (7ve ycars iroin (l�e date af this
��oti�c�Cian. � � '
_ `ff�e property is loc€�ted in one of't�he 20 Coastal Co�ii�f.ies sul�ject to re���latiQn under the CaasTal Area iVtr�na�ei�enr A�ar
(GAMA}. You sho��lcl coniact tl�e Divisian of Co��stai M���a�emeut in ivlareheacl CiCy, NC, �t (252) 808-280$ ta
dek�rmine thEir requirements. � �
I''IaceivenC oEtlreci�cd or I��II i1�aCerial within �vaters af ll�e (JS and/or tivcti�inds withouC a(�eparl�m�n� of tl�e �rin}r permit rnay
canstit��te a� viol�ikicrn aCSection 30f �1'tlie Cle�rn \Vat'cr ricC (33 USC § 131 I). Ifyou h�ve f�ny qucseic�ns re�ardin� this
daCCrmin�Cian ar�til�r CIl� CorE�s regulatoN'Y l��ro�r��n, ple�se aontact Jc�h�i 'I't��amas t�t 919-554-�88� x25 or
lol�n '1' "1'homas..IR c�.usacc.army.rnil.
C. �3�iSIS E+ni° 1)Gtel'ITlitltiiinn: 'I'he site h�S fi'ii�utarics �i IV1c�nareas Creek wtiich flo�1°s lo tlie Yticllciu Rivcr w�hicta
fl�FVS to tlie Pec 1)e� 12iver in'a��uth Carc�liva .�nd �n t� th�; Atlantic Qcean.
_ t). t2c�m��t-ks: _ ._�. ...
(±;. Artcntion �US�I)A ['ro�;���un �1'�rticip.ints
Tllis tieline�tior�/clelermint�t�ic�n hz�s bee:n eonduct�c( to identify tf�e limits oE�or��s' Clean t�v'atea' t�ct jin'isciictic�t� far tl�e
E�areicular siYe idcntirit;cl in This rec�taest. `I"he cielii�e�Cicmfcic�Ter�ninatitan u�ay not I�e ���slid �or Ulc �vet'lancf conserv�tion
��rovi�ions of the roocl Scc�u�ity Act uP 1985. If y�ou or your f�en�int �u�e US17A Probra�7� participants, or anCiciprite pai�ticip�tti4n
ii� U�C�A pre��rai�7s, yc�u shoaid r�ec�uest �i cir'ti�iecl �veel�ncl d�teri�iintiUOn f'rom thc Icacal oPficc of the N��tural Itesow�ces
C'onservaCion Service, prior to startin�; wprk.
�1'. �1[l���t1S .Inf01'�t7s►ti(►�l (This iuf�rm:�tion ���plies only t�a ap�n•�yved jurisdiction��l determinations �is in�lic�tetl in
13. abovc)
"C'his corres�on�lence constirutes a�� �p��roved jw•isciict�ion�l derei�minz�tion for thE nbaue �ieserib�ci sit�. II°'you obj�ck to this
deter�`nii��t.ian, you may rcqt��st an adi7�inist�rative �tp�aell unt(er Corps regul�ltions at 33 CI'R I'art 331. f:nciosce! you �vill f nd a
�NoCi�caCion of Ap�e�il 1'rucess (NAP) f'act sh�et anci retl��est Far appeal (121�A) I'orm. lf�ycru rec�iicst. to a��p��l tl�is
cletermin��ticrn you mu�� sulamit a c4m��I�Cecl ft_I^A Form to Che €ollc��ti�in� acidr�ss:
US 1lrirry GQrps �f Ln�inecrs
South Atl�intie I�ivisio��
Aftn: J�ts�n Steele;, Revicw C}fPiccr
Gd �"bl'Sj�C�1 Sll'f;GI ���, R00111 Ii�M ��
Atlanta, Gctar�iti 3�3,Q3�Sg0(, - � < _,. �--
._ . �.. e r ,� _� _ _ „ �,a - �.. , . . - - - . , _ , _ . . _ � �. _ .
[i� arder for E�n 12�'w\ to I�e �ZCCCpt�d by the Coi�ns; t17E CorE�s must deiermine that it is cain��lEfe, that it meets the criteriz for
a���cal ��nder 33 �1�R part 331.5, tuid th�t it has been receivec( by t�he Division Offi�e �vithin 6(} d�ys af the clate of theN,�P.
Should you decicic ta submii �n RP� t�rn��, it i��us� be r�.Geiu��i Git El�ie �+bovc a�l�fr�ss �y 9/01l2Q15
°��It is i�ot necessary to sub�t7it. �t� 12J� � fori�� Co I'{le I�ivisit�u bf1�i�� if'yot� clo nc�t al�j�ct tt� 1he deterininaCic�i� in t�his
Ct71'CCSO011i{�IICC.�`�`
CorE�s I'Zc�ulat�or� Qf�rcial:
D�tc; Julv 2, 21115

a
The �Vilmin�ta�� I�istrict is coi7�i7�itt�d tp pcpviclii�� t:he hi�hesC level pf sGi�apprt �c� the public. '1'�a h�lp us enSGirE �n�e
ccanCint�e tt� el� so, E�le��sc oc���1��Ie�t�E our C�i�toi��er Satis�'aclion SGn�v�y, loaated o»li�7e 4�t
(itt�a:/Ire u� l�it����v.usacesurvt� .�com/.
�e�: I��icha�:l 13r7i��e, [�ilr�t E�a�rir�iunent�al, I'.Q. 130� 128, (�er����•sville, NC 27285
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� NUTIFICA:TZOPd�OF AnM1;NiSTRA,�'�'lYGb;AI'PEAL OP.,TIONS AND
- � °� R�Q�UES1 FOl2 A�l'PEAL � � � `. �� � �
flp��lictint:
Nc�rth i'ciinE Holtliuhs, LLC / 12un Hi�
��t,,ch�d is:
1=ilc i�lumber: SA�'4'-2U1�-C11�ilC
1Ni`("I�L I'I�OI�i`=E=R1°D I'1�12M1"f (Stanc3a�•ti Pcr�i��it o�- I:,ette�r of perrr�iss
Pl20FFI�RC't� I'Ff2t�11"l' (St�nd��rd Permit or I.,e�ter of E�crn�issioi7)
('LI'tMl'�I' I�I�NIAL
�f'NtZ(�VL.D JUI�ISI�IC't"IC�NFIG DC`I"I;RR�IINA'I'ION
PR.I�I�liVil'NA12Y JURISI�IC"f"IO�AL (7(;�I'I:RMINA'1'fON
I«: , w,�" ,,. ,
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IJa�e: ;fuly 02, 2015
See Sect�ion l�clr�u�
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SEGTIOt�i�.l�,- The fulldwing id,e,ntifies your ughts and o{�tions regarding an adfninistiative appea) ofthe above�clecision
Additional�informatioi� may be��foi�nd af h� �����i���vii�ac� €�r��� »>i1�Mi5�ic�r�si(�:�iv�l�o��l�srf:c�lr�tut`�'('1��i x��rm��ndP��rmit� �s�a�: or.;
:Cor s°�`e'>ulatians atA33 C�R� �'a�t�33�1� ���"_ �� . ��, - �. �� �.�F �
A; INI"1"IAL 1'RQ1��1+�i±121�•�IJ Pla[2R'i.IT: l'nu ���ay acccnt ��' ubjict to thc permii.
o ACCrI'`I": If`you receivecl a S�anclarci I'e�•rniC, you m�y sig�7 th� pernzit elocum�;Kat a��d ect�n�n it to t17E clistriol �nginecr f�r final
authc�riz<irion. (i'}rou t�ecei�rc<I �� I.,ett�r of Peri7�ission.(I.,�i'), you m�y acc���c t11E LOC' ancl your �vorlc is <iuthori-r,ed. Yo�ir
si�;nat�n�e on the Sit�nd�rd PermiY or acceE�tancc of thc LOI' mcans 111Ht you z�ccept thc per»�it: in its entirety, antl waiv� all
E�ights tn ��E���al ihe� �ac.rmit, ir�cludin� its Te:r«�s �nd canclitions, ranci aE���ra��ecl juris�lictional tlere��i��in�tioi�s associ�ted with thc
per�7�it.
o b13Jk�C'I': If you abje�t to th� permit (Standard a• I.,OP) b�cGu�sr; ol"cerYain terms ar��c( condiiians tl7�r�ii�, you m��y R�cquesi
t1�Fik ti�� perrnil I�� mQCli(i�d ttccordingly, You mi�st c�m��lete Sectioi7 ff ot'tl�is foi'm and ret�irn the form to the tlistrict
en�ir�eer. Yo�n• �bjections i��ust be receivcd by [he �listrict engii�ec�• ���if�hin 60 d��ys �f tl�e ciatc o'f�this noticc, c�r you �vill
Forfe.it yo�ir ri�ht to �}�pea! th� �eri�nit in f:he; i'uiuro. Upon rec�i�t ot� }�o�ir leiter, tl�e disU�ici en�ineer will eval�i�ite your
objections a�ici may: (��) modii'y the per���it ro adelress ��II of yo�n� cancerns, (b) moclif`}� the perrnit to adciress sor7�e c�f your
objectipns, or (c) i�ot modify tl7e �eri��if: having tleterminetl tl�7t thc peri��it shoultl be isSG�ecl ��s Ea�'evio�isly ��vrit�ten. ��(ter
i e���lu�ifii�� yo�.ir oujections, lhe clis(rict ei�gir�eer �vill se��d you ���roffereel permiC ('or your recpnsiclecaCioi�, �ts inclicnCLCi in
I Sectian 13 bela�v.
1�: �'I'ZC7}�}°t;Rf�C3 C't:IZiV[1"I': Yau n��ry a�cept t�r appeal the �es�mit
e FICGLN'I"; lf yoti reGeiv�ti �► SC�nciarcl I'�rmit, yoti i��ay sign Cf�e p�rmit de�c�nnent and rek�u•n it to tl�e tlistrict cn�;ineei� fo�' fii�al
autlluriration. 1Pyt�u receiveti a t,eri�i' oPl'�ririission (1..OP}, you rnr�y acc�e��C the Lt�l' �ncl youi� wark is aunc��rizec(. 1'o��r
si�;n��ure on tflc Stand��cd F'ermiC ar �cce�atKtr�ce: n1'the I.,OP m��ins thal yo�i accept tl�e permit� in its entireiy, �Yr7cl ����aive �ill
righCS to a��aeal the �aermit, inclucling its terms, zlncl aonditions, �ti��l a�a��rc>vctl jw•istiictie�n�l dEten7�inatio�7� tissc�cint�e�l �uith_U�e.d_
��ermit'. � �
. �I'PI���1�: If'yaGi chppsc to tlecline tl�e Ear�a�flf'erecl pt�rmit (Standtu•cl �r I.,OP) bccausc af't;ert�in tern�s rznd conditions the�roin,
yuu m�y appe�l the cleclinecl permit �incler the Cor��s of �nbincers AdminisU��fivc A���e�l I'rocess l�y compiceiri�; Sectio» I I c�F
this fbrn7 �nd S��7di�i�; tlle form tU Tf7�; division cr�ginccr. "I'his F�rm in���t tae receivet! by thE, clivisio�7 engineer witi�in 6Q tici��s
of lhe d��te oPthis notice.
C: PI:f2Ml'I' Ui�NII�L: Yaii i�iay �p{�e�l (h� deni�l of ��ermit �mtler t17E Garps of I:,i��ii�ecrs Atlmii�i�tr<itivc ���aE�etil I'rocess I�y
cpi����letir�b SecCion II a'�this fc�rm �nt1 se:ndin� tl�c fo�'m ta t:h� clitiisioi� cn�ineer. '1`his i�ori�� must l�e reoeivecl by the clivision
ei7gineer 4viChin 6t� dr�ys oFlhe elat�e of tl�is r�arit;e.
D: ANI'ROVLI� JU(�fSDIC�I"IONr�'11., �JI�'I'itl"tM(Nr�'1'(ON: Yuu «���y aeccpt or appeal t�i�c �ip��rc�vcd JI� or �arovi'dc �1c�v
111 � t�i`I'11et�1C711.
ACC11�'1`: You ti� �1ot neEd to nqt�i'Cy the Corps to acceWt an ��p��rovetl JD. I�Giilw•e Co notify 1`hc Cor��s �vithin 60 ti�tys of thc
dar� of tl�is notice, mez�ns Chat you �c�epl the �pprp��cd Jf� in its entirety, anci ev��ivc ��11 ri�ht�s to appea( rhe r�p��r�vccl Ji�.
,�I'PI��L: If you dis7gree ��vitl� th� 7p��rove�( Ji�, }rou r��ay a�ape�l (f�e G��prc�ve�i Jl� unrlar tlle Cor}�s of kMi�gi�ieers
t�c1�77inislr�ifive �����et�l ['rocess by c:omplctiil�; Section 1( a(�this Forn�� z�ncl se��clin� tl�e �ori�� to the elish•ict engineer. 'fhis form
m�ist be reccived l�}� the division enginccr �viri7ii� 60 ci��ys oFthe dat� af'tl��is ��atic�.

��
—_
C`: (�I`tl;i�(MIi�Att�' JURIS17fCT(ONt1l., DI�T�,Rivili��A'I'ION: Yt��i do n�t nced Co res��ond to t�he Corps rcgardin� ehe
prelii��inaiy JD. 'Che I'reliininary JD is i�oeapE�eal��ble. If'yo�i ��vish, you n7ay ret���cs��n a��provecl Jt� (���hic13 �7��7y be a}���ES�lcd),
by eonCt�ctin� Chc �or{�s tlistriet f�r �f'urtl7er ii�str�3cCic�ti. t11so yuu �t�ay p�•ovicie ne�v inform�itir�n �for I=��irtl�er consi�l�;���tion by the
Cor�as to reevaluate thE JD.
. - _ � � ._ � �,. _,.� �
�
SCCTION II ftEQUCST C'OR APPEAL"cir (?��JFCTIONS'Ct7 AN INITIA�I, RRO1'CLR�D ['ERM1T � w� �� �� _-
fii�t�SONS la'C7R �1Pf'C'�I., (�f2. 013JI�C'I,IONS: (laescrik�e� y�aur i��asoi�s for aE���enln�� the c1e��s�o�� o� vou� r�b�ections ta ai� �nit��l
E�rqffereci per»�it in clu��u- concise statemen�s. You m�iy attach aciclitional in�orm�ition to thi� f'or��� tn clai�if°y w(�ere your re7sot�s o�'
object�ions �r� irciclresseci in rl�e: fid»iinistraiive r�corci.) �
f11�I�1'1°I(JNtiL INI'Q(2Mh�'(�14N: "l�he appell is limitecl to � revi���r of�the atlminist�rativc recc�rtl, thG Carps i77��i�c�r�andG�n� f�ar thc
recortl�o�`�th� �ij��j�rs'al�con�`c��ne� t�t`ifi��erin�,��nt! �ny sup�al�il���ntal �iirf.ori����tion th�it eli� revie�v �fficei�'I�as �leterrnir7ed is i�ecdccl t�
ciariFy thE aclnlinisrrativ�; record. Neither t�l�e appeflant nor Ehe Corps may add ne�-v infori��aCion or ai��ilyses to tl�e rec�rcl.
I-lo���ever, You i��ay pravide �dditidi�ll intr�rm�tiai� [�e� cl��rify t�he locatit�n t�E'iriformatian tl�aat is �Iready in the �clmi��istr�tivc
rci�`�rci. � .
� � � � ���, � r��; � U�„ �
P(�INT OF CON,TACT FOR t�CSTIONS OL2 lN�`ORNIA`I"ION: � � � � �
I�f yo�i have questions regar•din� Ihis �le�ision ar�tl/r�r t�he If'yo�i on(y laave: c��iestians �cgaeclin� tha appc<�k ���nc,ess you mG�y
a}7p�al �roe�ss you mny coatact: also contact:
Disfrict f,ngincer, �'Vilmingtt�n l2egul��tury Division, Mr. J�tson Sfe�le, t�d�r�inist�-ative t�p�ae�+l Revic4v 4CficEr
� Ath�: ,1ohn `I`h�an�as CCS11f�-!'17�
U.S. Army C.oi•��s o(' I:n�ineers, Soulf� Atf�ittic Division
GO l�orsyth StY�eet, }ioon� 1 bM I S
Atlanta, Ceorgi�i 303b3-�8C)1
Pl�o��e: r�0a 5G2-5137
RIGI-IT GI� I;N"I"tiY: Y�tu� si�;t�rYt��r� bel��v �rrints�the ri�l�t �aFentiy tQ Cor��s af�I�ngineer� persoi�nel, antl any �ovecnmcnt
co�isulC�nl�, to cancl��ct invesiigt�tions of the projecE site during the co�n'se of llle appenl E�rocess. Yo�i �viil be providecl a I S�la}=
i�otice ofar�y sitc investi�>�ttion, and �uiU i��iv� the o��arttn�ity to���r�:ici��C� in all sit� ii�vc,sti�atiq�ts.
� I�ate: � � `I"elcphonc number:
Si�n��tw-e ol't�ppt;ll�nt or
I+or u�7pc.►ts on (nitial Proffcrcd Pcrmits scnd this form ta:
1)istrict En�incc�•, VUihnington Regulatory I)ivisii�n, r'itt� Jt�hn 'Chtimas,'69 D��rlingtt►n Avenuc, �'Vilmington,
Nt�rt�h C��rolin.� 2$403
I�t�r 1'ern�it cicniz�ls, 1'rot'i'cred Ycrmits and :�pprovcd J�in�isclicfional 1)eterminatiuns send this korni fo:
I)ivisitat� 1?nginecr, C�iun►anctcr, U.S. rirroy l�n�inccr �1)ivision, Soul�l� All��ntic, F1ttn: Mr. ;I��son �tcclu,
Acln�ini�h•�aEivc flppc��1 Of'ticcr, CTSAU-PUCJ, 60 �C'drSytli Slt�cet, C�o�m 1.Ui!'115, rltl<tnt.�, Gcor�;ia 30303-3801
1'l�r�nG; (A[l�tj 5G2-S1.37

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THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE APPROXIMATE. THEY WERE VERIFIED BY MR. JOHN THOMAS WITH THE
USACE AND MS. SUE HOMEWOOD WITH THE NCDENR-DWR ON JULY 1, 2015. THEY HAVE NOT BEEN SURVEYED.
Drawing 1 Wetland Verification Map
2013 Aerial Photograph N
Google Earth and Monarcas Creek
PEI Field Notes Approximate 5.01 Acre Tract
Scale: 1" = 100' Winston-Salem, North Carolina
, PEI No. 1454.1 ,

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AIR CONDITIONER UNIT A/C �4 ,p ,,{ Q,��' �y � '- - -, � :
RIGHT-OF-WAV R/w '�J �p• � 9^:�j{-� e '�, ���• "' ' � � �:Y � � � � l INE
CIXJGRETE MONUMENi CM �� ����c�s. ; % ' , � - �1�� - Q G. TIIO. LLC ?. � f ' 8��' � = 18'
CHORD GH � b ' � � ,. ,, ' � B� �! �L . �ff. DEEO BOOK 2048. �AGE 2902 �+ '1
SICHT EASEMENT SE � � CL.B �. �p� 1� pQ PIN 6817-OS-4755 �+ � " p• PINE
DEE� BOOK ' DB ��•i `E�. �P,� �"� ' _ sFp�•" �J - "' \ �
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CURB nN� GUTIER CkG / c'> ';.. n%� /F. 'J�' � ' 'l� - _ ' _ _ `� __ ___ "_ ���, � y� �'
REINFORC�O CONC PIPE RCP / i , � / �PQ `��, r/J`p� � `I' yry�} . . �� , ` �
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CORRUGATED METAL PIPE CNP / �05� �A � . �P Q� �6 \ /� w/ SURVEY FOR
COftRUCATE� PLASPC PIPE CPP
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CAST IRON PIPE CI � 0' `�`�„ /' � 1���a / �. Vn
SHOT AT BASE SAB !�' ^� h \P a �' ry -gg,5• ��� Ba4 66' \ � � `� •.�'�
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�ARCEL 10 NUMBER PIN / Q'��.� 015' � �'9��� "�^ 1. �r �ry; �v/ � ye.�. HUBBARD R'J.LTV OF WI�SiON-SALEM, INC
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RICH i-OF-WAY �INE - - - - \� .1� � �'F� � � � �v<� TOP RI.N=853.82' �C Q b wINSTON-SALEM, NC 2�1C3
UNSURVEYEO PROPERTY LINE --- / � ra1/ � Y J/I" EIP t N
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EDGE OF PA�EMENT / y ��ryyl �� � � O
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W00� LINESCAPE LINE �� /� /� ;� .Ci�Q��'� '^�,�'., ���1/ � ` ,� PIN 682]-06-�200--DEE'J 600I( 1252. PAGE 1C9�
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/ THE SOUiHEASTERN SIDE OF NORTVI POMT BOULEVAR� / �W.�, 9 ��Z E�P i "O\,� � AlliedEq Associates, P.A.
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- RDDEO TOPOGRPPHIC PND LOCATION INFORMATION NEAR �' / � � �«r+swa ccuvtt STniE
THE SOUTHWESiERN PROPERN CORNER OF HUBBARD / 0a�6C a � ` 2� I'SC-�L20' 'NINSTON =0�51rH NORTH CAROLINF 4/25/13
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P 0 / ` \ uavErEO a doo no ' No. i�5
� - UPDATED TITLE BLOCK INFORMATION /� �&alt� i ( 7N FEET ) I� � (" R3.�v,ui u�u,E� ani5o5es �c_ ,
d' �� si 1 inch = 2o R � i g a ., a,a. zoia
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VICINITY MAP
a
MONARCAS CREEK
S TREAMB ANK S TAB ILIZATION
ADDENDUM TO:
CITY/COUNTY UTILITY COMMISSION
MONARCAS CREEK MANHOLE RELOCATION
CITY/COUNTY PROJECT NO. 000021953
HIGHFILL PROJECT NO. WIN-1401
JEC PROJECT NO. 15-205-009
SEPTEMBER 2015
SHEETINDEX
SHEET DESCRIPTION
1.0 COVER SHEET & VICINITY MAP
1.1 NOTES, ABBREVIATIONS, AND LEGEND
2.0 DEMOLITION PLAN AND EROSION 8 SEDIMENT CONTROL PLAN
3.0 STREAMBANK STABILIZATION PLAN
4.0 PLANTING PLAN
5.0 DETAILS - EROSION CONTROL
6.0 DETAILS-STREAM
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BM
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BOL
svc
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c&c
CATV
CAP
CB
CBL
CFS
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DPC
DRW
DW
EBL
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ELEC
EL
ELEV
EM
EOP
ESMT
EVC
EX
EXT
FES
FFE
FG
FH
FL
FNC
FOC
FPS
FT
GALV
GB
GC
GL
GM
GPM
GR
GRV
GV
GSV
GW
H
HC
HCP
HCR
HDPP
HDW
HP
HT
ID
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IN/HR
INV
ISL
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JB
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LGT
LP
LS
LT
LOC
STANDARD SITE ABBREVIATIONS
AGGREGATE BASE COURSE MA% MA%IMUM
ACRES MB MAIL BOX
AMERICAN NATIONAL STANDARDS INSTI7UTE MED MEDIAN
ALUMINUM BO% CULVERT MH MANHOLE
APPRO%IMATE MIN MINIMUM
ASPHALT MJ MECHANICAL JOINT
AMERICAN SOCIETY FOR TESTING MATERIALS MON MONUMENT
ASPHALT VALLEY CURB MiL METAL
AMERICAN WATER WORKS ASSOCIAiION MUTCD MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES
MW MONITOR WELL
BACK OF CURB TO BACK OF CURB
BASELINE N/A NOT APPLICABLE
BASELINE NAD 27 NORTH AMERICAN DATUM 1927
BUILDING NAD 83 NORTH AMERICAN DAiUM 1983
BENCHMARK NBL NORTN BOUND LANE
BACK OF CURB NC NORMAL CROWN
BOLLARD NC GRID NORTH CAROLINA GRID
BEGIN VERTICAL CURVE NCDENR NORTH CAROLINA DEPARTMENT
BARB WIRE OF ENVIRONMENT AND NATURAL RESOUftCES
NCDOT NORiH CAROLINA DEPARTMENT
CURB AND GUTTER OF TRANSPORTAiION
CABLE TELEVISION NCGS NORiH CAROLINA GEODETIC SURVEY
CORRUGATED ALUMINUM PIPE NEMA NATIONAL ELECiF21CAL
CATCH BASIN MANUFACTURERS ASSOCIATION
CABLE NIP NEW IRON PIPE
CUBIC FEET PER SECOND N0. NUMBER
CHAIN LINK NTS NOT TO SCALE
CURB WLET
CAST IRON PIPE 0/C ON CENTER
CENiERLINE OD OUTSIDE DIAMETER
CENiERLINE OH OVERHEAD
CONCRETE MONUMENT OSHA OCCUPATIONAL SAFETY AND
CORRUGATED METAL PIPE HEALTH ADMINISTRATION
CLEAN OUT OVN OVERHANG
COMMUNICATION
CONCRE7E P/A PARKING AREA
CONSTRUCiION PC POINT OF CURVATUftE
CONTRACTOR PCBC PRECAST CONCRETE BOX CULVERT
CORNER PCC POINT OF COMPOUND CURVAiURE
CULVERT PED PEDESTAL
CHILLED WATER , PI POINT OF INTERSECTION
PINC POINT OF WTERSECTION NO CURVE
DELTA PIV POST INDICATOR VALVE
DETECTOR CHECK vALVE R PROPERTY LINE
DOUBLE DETECTOR CHECK VALVE POC POWT ON CURVE
DROP INLET POS POINT ON SPIRAL
DIAMETER POT POINT ON TANGENT
DIAME7ER PP POWER POLE
DUCiIIE IRON PIPE PRC POINT OF REVERSE CURVATURE
DUKE POWER COMPANY P51 POUNDS PER SQUAREINCH
DRIVEWAY PT POINT OF TANGENCY
DOMESTIC WATER PVC POLYVINYL CHLORIDE
PN POINT OF VERTICAL INTERSECTION
EAST BOUND LANE PVM7 PAVEMENT
EXISTING GRADE PZ PIEZOMETER
EXISTING IRON PIPE
ELECTRIC R RADIUS
ELEVATION R/W RIGHT OF WAY
ELEVATION RCP REINFORCED CONCRETE PIPE
ELECTRIC METER RETW RETAINING WALL
EDGE OF PAVEMENT REV REVISED
EASEMENT RJ RESTRAWED JOINT
END VERTICAL CURVE RPZ REDUCED PftESSURE ZONE
E%ISTING RT RIGHT
ExTEN510N RWM RIGHT OF WAY MONUMEN7
FLARED END SECTION
FINISHED FLOOR ELEVATION SAN SANITARY
FINISHED GRADE SB SOIL BORING
FIRE HYDRANT SBL SOUTH BOUND LANE
FLOOD LIGHT S� STORM DRAIN
FENCE SHT SHEET
FACE OF CURB SIA SIAMESE CONNECTION
FEET PER SECOND SIG SIGNAL
FOOT (OR) FEET � SETBACK LINE
FOOT (OR) FEET SP SIGNAL POLE
SPECS SPEQFICATIONS
GA�VANIZED 55 SANITARY SEWER
GRILL BASIN STA STATION
GENERAL CONTRACTOR STD STANDARD
GAS LINE STM STORM
GAS METER SW SIDEWALK
GALLONS PER MINUTE
GRADE T TANGENT
GRAVEL T/ TOP
GAiE VALVE TBM TEMPORARY BENCHMARK
GAS VALVE TCP TERRA COTTA PIPE
GUY WIRE TEL TELEPHONE
HORIZONTAL �MP TEMPORARY
HANDICAP TOC TOP OF CURB
HANDICAP PARKING TOE TOE OF SLOPE
HANDICAP RAMP TOP TOP OF SLOPE
HDPP TOW TOP OF WALL
HEADWALL TP �LEPHONE POLE
HIGH POINT TRANS TRANSFORMER
HEIGHT T� NPICAL -
INSIDE DIAMETER U/C UNDER CONSTRUCTION
INCH OR INCHES U/G UNDERGROUND
� UP UTILITY POLE
INCH (OR INCHES
INCHES PER HOUR V VERTICAL
INVERT VC VERTICAL CURVE
ISLAND VCP VITREOUS CLAY PIPE
INDEPENDENT TESTING LABORATORY
�uNCnoN eox W� W�TM
WBL WEST BOUND LANE
LENGTH � WATER LINE
LINEAR FEET � WATER METER
LIGHT H"� WATER VALVE
LIGHT POLE �' WOVEN N1RE
LANDSCAPED
LEFT
LOCATION
GENERALNOTES'
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WIiH THE MOST RECENT VERSION OF THE CI7V OF Vv1NSTON-SALEM'S TECHNICAL
SPECIFICATIONS AND CONSTRUCTION STANDARDS, AND IN ACCORDANCE WITH APPROVED PL4N5 BY THE ENGINEER. NMERE
CONFLICTS ARISE, THE FINAL AUTHORIiV SHALL BE CI1V/COUNN UTILITIES.
2. ALL COORDINATES ARE BASED ON NAD 83(2007) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
3. CONSTRUCTION AND/OR DEMOLITION ACTIVITV, WCLUDING LOADING AND UNLOADING OF MATERIAL, IS PROHIBITED BEFORE 7 AM
AND AFTER 7 PM MONDAY THROUGH FRI�AY. NO WORK IS PERMITTED ON VvEEKENDS OR HOLIDAYS.
4. ALL CONTRACTORS SHALL BE PROPERLY LICENSED UNDER NC STATE LAWS GOVERNING THEIR TRADE
5. CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR W1TH ACTUAL CONDITIONS, AND SHALL VERIFV EXISTING CONDITIONS IN THE
FIELD.
6. CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BV THE CITY OF
CITV/COUNTV UTILITIES AGAINST ANV DEFECTS DUE TO FAULN MATERIALS OR VJORKMANSHIP.
7. CONTRACTOR SHALL BE RESPONSI6LE FOR PROTECTION OF PUBLIC SAFEN ON THE SITE DURING THE PERIOD OF CONSTRUCTION,
INCLUDING VvEEKENDS AND HOLIDAVS.
B. CONTRACiOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE CIN
FACILITIES. SHOULD DAMAGES OCCUR, THE CONTRACTOR SHALL AT HIS OWN EXPENSE REPAIR IMMEDIATELV TO THE SATISFACTION
OF THE CITV AND THE ENGINEER
9. CONTRACTOR SHALL HOLD HARMLESS THE GT' AND THE ENGINEER FOR DAMAGES, INJURIES, OR OTHER ACCIDENTS WHICH OCCUR
DURING THESE CONSTRUCTION ACTIVITIES
1U.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURIiV OF THE CONSTRUCTION SITE, INCWDING BUT NOT LIMITED TO' HIS
EOUIPMENT, COMPLETED VJORK, STAGED MATERIALS, AND SITE ACCESS BY AUTHORIZED AND UNAU7HORIZED PERSONS.
11.CONTRACTOR SHALL NOT LEAVE ANV EXCAVATION OPEN OR UNPROTECTED DURING NON-WORKING HOURS. THE CONTRACTOR
SHALL UTILIZE FENCES, SIGNS. BARRICADES, AND APPROPRIATE MEANu AS NECESSARV TO ENSURE THE SAFETV OF BOTH
AUTHORIZED AND UN-AUTHORIZED PERSONS WHO ENTER THE SITE.
12.CONTRACTOR SHALL ENSURE THAT ALL TREES ANO FXISTING LANOSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE
PROTECTED DURING CONSTRUCTION.
13.CONTRACTOR SFWLL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT
THE JOB SITE.
14.CONTRACTOR SHALL ENSURE THAT P.LL VvqRK SHALL BE PERFORMED ACCORDING TO CURRENT OSHA SAFETV REGUTATIONS.
CONTRACTOR SHALL PROVIDE SAFETV TRFUNING CERTIFICATION DOCUMEMATION IF RE�UESTED BY THE CIN.
15.CONTRACTOR SHALL COORDINATE VNTH THE ENGWEER, qTY/COUNiY UTILITIES, AND A0.IACEM PROPERTY OWNERS AS
REOUIRED FOR WORK ON PRIVATE PROPERTY.
16.CONTRACTOR SHALL BE RESPONSIBLE FOR LAVOUT OF ALL YWRK AS SHOWN ON PLANS AND SHALL VERIFY ALL DIMENSIONS AND
GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELV SO THAT
MODIFICATIONS CAN 6E MADE.
17.CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DR4WiNGS SHOWiNG ANY FlELD CHANGES TO THE PROJECT. THE
CONTRACTOR IS NOT AUTHORIZED TO MAl(E FIELD CHANGES Vv1THOUT THE APPROVAL OF THE ENGINEER.
18.UTILITIES WERE LOCATED BASED ON FIELD MARKINGS PROVIDED BY 817 ONE-CALL NO SUB-SURFACE LOCATIONS HAVE BEEN
PERFORMED. ALL SU&SURFACE UTILITV LOCATIONS ARE APPROXIMATE.
19.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFYING APPROPRIATE
UTILItt PROVIDER OF ANY CONFLICTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE
EFFORTS TO PROTECT ANV KNOWN AND UNKNOWN UNDERGROUND FEATURES. THE CONTRACTOR SHALL NOTIFV THE ENGINEER IN
WRITING IMME�IATELV IF UTILITY INFORMATION IS DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED
DESIGN
20. WITHIN THE WORK AREA, THE CONTRACTOR SHALL BE RESPONSI9LE FOR LOCATION AND ELEVATION ADJUSTMENTS OF ANV
EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES, ETC. TO MATCH FINISHED
GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO PERFORMING ADJUSTMENTS.
21. CONTRACTOR SHALL BE RESPONSI6LE FOR PROTECTION OF THE PROJECT FROM EFFECTS OF FLOOD AND STORM EVENTS.
INCLUDING BUT NOT LIMI7ED TO WORK IN PROGRESS, COMPLETED VJORK, EQUIPMENT, MATERIALS, UTILITIES, WITHIN THE PROJECT
AREA OR AFFECTED BV THE PROJECT OR DAMAGED AS A RESULT OF THE PROJECT.
22. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION.
23. TRAFFIC CONTROL �EVICES, SIGNS, LANE CLOSURES, SIDEWALKS, ETC SHALL BE INSTALLED IN ACCORDANCE WITH THE
CIiY/COUNTY ANO NCDOT STANDARDS
24. THE COMRACTOR IS REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TR4FFIC CONTROL MEASURES (SIGNS,
BARRICADES, ETC...) FOR WORK SITES AS RE�UIRED THE LOCATION AND POSITIONING OF 7HESE TR4FFIC CONTROL MEASURES
SHALL 6E APPROVED BY THE ENGINEER.
�EGEND
These standard symbols will
be found in the drawing.
BOLLARD
• CATCH BASIN
� CLEAN OUT
co EXISTING IRON (I.P)
O ELECTRIC METER
� YARD INLEf
� GUY WIRE
#�P � LIGHT POLE
MAIL BOX
� MANHOLE
e REBAR
• SIGN
� TREE
Q COMM-05
❑T WATER METER
e
T T T
G G G
W W W
E E E
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❑
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P
0
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PP
0
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WATER VALVE
HANDICAP
FINISH FLOOR
SPEAKER
SEWER MANHOLE
FLAG
TRANSFORMER
NEW IRON PIPE
SPOT ELEVATION
POWER POLE
TRAFFIC SIGNAL HANDHOLE
GAS MARKER SIGN
S S S
— LOD LOD LOD LOD —
��o ❑ ❑ ❑ ❑ ❑ ❑
- TCE TCE TCE ?CE - TCE -
TELEPHONE
GAS
OVERHEAD WIRE
WATER
ELECTRICAL
EASEMENT
FENCE
SEWER
STORM
PROPERTY LINE
LIMITS OF DISTURBANCE
TEMP SILT FENCE
TEMP CONSTRUCTION EASEMENT
TEMP CONSTRUCTION FENCE
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BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-0949 OR 811
CONTACT PHONE NUMBERS:
CITY/COUNTY UTILITIES 336-727-8000
IMNSTON-SALEM STORMWATER 336-748-3070
PIEDMONT NATURAL GAS B00-752-7504
DEFINITION OF TERMS:
CITY - THE QTY OF WINSTON-SALEM, NC
CCUC - CITY/COUNT7 UT1LIiY COMMISSION
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DEMOLITION NOTES:
1. PAL NORK SHPLL BE PERFORMED WITHIN EXISTING CITVICOUNTV EASEMENTS ANP TEMPoFr1RV EASEMENTS WITNIN
TNE PRQIECT AREA A$ SNOWN ON THE PlANS.
3. GONSTftUCTION AND/OR DEMOLITION AGTMTV, INCLUDINO LOA�ING ANO IINLOADINGOF MRTERIAL, IS GROHIBITED
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5. ExISTING TOPSOIL SHALL BE STOCKPILED FOR LATER USE BY THE CONTRACTOR.
6. DEMOIITION SHAIL INCIUDE THE COLLECTION AND REMOVNL OF ALL OEBRIS GENEftRTED FPOM CONSTRUCTION AND
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STREAMBANK STABILIZATION
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NOTES
1 A STABILIZED ENTRANCE PAD OF 7'3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
W1LL ENTER OR LEAVE THE CONSTRUCTION SITE OMO A PUBLIC STREET OR EXISTING
GRAVEUPAVED SURFACE
2 FILTER FA6RIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE
CONSTRUCTIONENTRANCE
3 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAV RE�UIRE PERIODIC TOP
DRESSING VJiTH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANV
MEASURES USED TO TRAP SEDIMENT
4 ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY
5 WHEN APPROPRIATE, NhiEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET NMEN WASHING IS RE�UIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DR41N5INTO AN PPPROVED SEDIMENT BASIN SEE STD NO 30 778
6 NCDOT MAY REQUIRE A STANDARD COMMERqAL DRIVEWAV (STD 10.24 81025) TO ACCESS THE
CONSTRUCTION SITE If THE DRIVEWAY IS ON A THOROUGHFARE.
50' MIN-
PUBLIC STREET
��
EXISTING GROUND •
- TVPE II FILTER FABRIC
i UNDER2"3"COURSEf
CENTERr
E
� CONSTRUCTION ENTRANCE
5.0 NOT TO SCALE
s TEMPORARY PROTECTION FENCE
5.0 NOT TO SCALE
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DENSIN ORANGE
YLENESAFEiY FENCE
i6' T-POST DRIVEN 18"
RPDE
ZIP TIES TO SECURE
ENCETO POST
GRADE
EROSION CONTROL MATTING SHALL BE
PLACED IN 121NCH DEEP TRENCH, STAJ(ED,
BACI(FILLED AND COMPACTED
TOPOFSTREAMBANK
WOODSTAKE
TOEOFSLOPE
- - EROSION COMROI MATTING SHALL BE
PLACED IN 121NCH DEEPTRENCH, STAKED,
� '' BACKFILLED AND COMPACTED gpTTOM OF CHANNEL
, ' 2'TRENCH .�
STAKE VNTH � - . .
Na�
- - � 2'�TRENCH. � � . . � -
. ' "� STAKENATH� . , .
. .. • . : • . ' . . :�. NAIL `-. , . . . : .. - '
UOSSSECTION
TOP OF BANK
� • ..�� '• � • • . • . '�.'.
� . • � '.� . ' ' • � • • ' ' i
� , � , �,,, . • • • •'. ..�..,
TOEOFSLOPE� � � � � ���� '� � � � �� ' � ��
• � ��. •� "• • • . •' '•
EROSIONCOMROL PL4NVIEW
MATfING TO BE EXTEND�—
TO TRENCH AT TOE OF SLOPE
TOP OF BANK
STAKE
z THE WOOD STAKE SHALL BE iHE NORTH AMERICAN
GREEN EC65TAKE OR APPROVED EQUAL W1TH THE
FOLLONANG DIMENSIONS'
LEG LENGTH 11 00 IN (27.94 CM)
HEAD WIDTH 1251N (3.18 CM)
HEADTHICKNESS O401N(1.02CM)
LEGWIDTH O601N(1.52CM) TAPEREDTOPOINn
LEGTHICKNESS 0.401N 1.02CM
TOTAL LENGTH 12 00 IN (30 48 CM)
TYPICALTRENCH STAKE
EROSION CONTROL MATTING NOTES
1 BANKS SHALL BE SEEDED (PERMANEM 8 TEMPORARV) PRIOR TO PLP,CEMENT OF
MATfING
2 VJOODEN STAKES SHALL BE PLACED IN A DIAMON� SHAPE PATTERN PER THE PIAN
VIEW.
3. TRENCH STAKES ANO WOOD STAKES SHALL BE PL4CED A M!W MUM DISTANCE APART
OF 3'
4 EROSION COMROL MATTING (RCM) SHOULD BE USED TO PJD PERMANENT VEGETATED
STABILIZATION OF SLOPES 2.7 OR AREAS SPEGFIED IN THE PL4NS.
5 RCM SHOULD BE USED NMEN MULCH CANNOT BE ADE�UATELY TACKED AND VNiERE
IMMEDIATE GROUND COVER IS RE�UIRED TO PREVENT EROSION DAMAGE
6 6' MINIMUM OVERLAP IN THE HORIZONTAL
EROSION CONTROL MATTING MAINTENANCE NOTES
1 INSPECT ECM AT LEAST VJEEKLY AND AFfER EACH SIGNIFICANT (121NCH OR GREATER)
RAINFALL EVENT REPAIR IMMEDIATEIY
2 GOOD CONTACT W1TH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE ECM
3 ANY AREAS OF THE ECM THAT ARE �AMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED
4 IF EROSION OCCURS DUE TO POORLV CONTROLLED DRPANAGE, THE PROBLEM SHALL
BE FIXED AND THE ERODED AREA PROTECTED
5 MONITOR AND REPAIR THE ECM AS NECESSARY UNi1L GROUND COVER IS
ESTABLISHED.
2 EROSION CONTROL MATTING
5.0 NOT TO SCALE
�STEE�PQST
� WOVEN FILIER FPBPoC
? rc
�_FLOW
TEMPORARY SILT FENCE NOTES
1 FILTER FABRIC FENCE SHALL BE A MINIMUM OF 37' IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES NATH 17' STAY SPACING
2. WOVEN FILTER FABRIC TO BE USED NMERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS
3 STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TVPE
4 TURN SILT FENCE UP SLOPE AT ENDS
5. DRAINAGE AREA CAN NOT BE GREATER THAN t/A ACRE PER 100 Ff OF FENCE
6 SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOVJIJ IN TABLE 6 624 NORTH CAROLINA EROSION AND SEDIMENT CONTROL PUINNING AND DESIGN MANUAL
7 DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAVS OR OTHER ARFAS OF CONCENTR4TED FLOW
8 INSTALL POSTS WITH THE NIPPLES FAqNG AWAV FROM THE SILT FENCE
9. ATTACH THE FABRIC TO EACH POST W1TH THREE TIES VNTH THE TOP TIE NATHIN 8' OF THE TOP OF THE FABRIC.
10 WRAP APPROXIMATELV 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE NATH 3 TIES
11. CONSTRUCT THE FILTER FABRIC FROM A COMINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS WHEN JOWTS ARE NECESSARY,
SECURELY FASiEN THE FILTER CLOTH ONLV AT A SUPPORT POST W1TH 4 FEET MINIMUM OVERLAP TO THE NEXT POST
TEMPORARY SILT FENCE MAINTENANCE NOTES'
1. INSPECTSEDIMENTFENCESATLEASTONCEAWEEKANDAFfEREACHRFJNFALL MAKEANYREQUIREDREPAIRSIMMEDIATELY
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY
3. REMOVE SEDIMEM DEPOSITS AS NECESSARY TO PROVIDE ADE�UATE STOR4GE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT
4 REMOVE ALL FENGNG MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GR4DE AND STA8ILIZE IT AFfER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILI2ED.
4 TEMPORARY SILT FENCE
5.0 NOT TO SCALE
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EN(iINE��FItJG, P�
703 Jones Franklin RE, Ste 201
Cery, NoM Carolina 27518
Tal. 914481-0302
Fax' 919-882-9762
xmw.hiepc com
Firm Llcenu No C-258fi
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5.0

2'-3' BEIVJEEN STAKES,
DEPENDING ON LOCATION,
SEE NOTE 7 BELOW
•
TOP OF STREAMBANK SLOPE BANK PER
PLAN SHEETS
TOE OF SLOPE
CROSS-SECTION
1' MAX TOP OF
TOP OF 21' STREAM&QNK
STREAMBANK , ... , . . - . �� : :� .... ,
. 0-� ' '�0 0- � 0' ''0'; '''.' (0' -
��a ' �',"0 � ' 0 - 0 - 0.". :' �0'. '. ' '0' STAKES SHALL BE
�. �O _ � .,` _.�O-,.��,_ ,, `0_. ; . .O. . :..�p'..' :,.' p �_,: ..�0 � :'� ' PLANTED & INSTALLED
'� ' " FROM TOP OF BANK TO
0 '. 0 0':: 0-' 0 'D',.' � 0' TOEOFSLOPE
TOEOFSLOPE ��..`.:'.::':::.�'.�.::;.-:. _'-.: , : __: _ .
PLANVIEW �.M�
S�UARECUTTOP
8UD5 FACING UPWARD
3U'INLENGTH
LiVE CUTTING MINIMUM
OS"-2"DIA
ANGLECUTTO
45DEGRESS
LIVE STAKE DETAIL
VARIES PER GRADING
PLA�
EXCAVATEDSUBGR
LIFT
� LIVE STAKE
6.0 NOT TO SCALE
NOTES
1 STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAV
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND
NOT USED FOR CONSTRUCTION
3. STAKES SHALL BE INSTALLED VNTH BUDS POINTING
UPWARD
4 STAKES SHALL BE INSTALLED PERPENDIWLP,R TO BANK
5. STAKES SHALL BE 0 5" - 7' INCHES IN DIAMETER AND 30" IN
LENGTH MINIMUM.
6. STAKES SHALL BE INSTALLED VNTH APPROXIMATELY 7' OF
STAKE REMAINING ABOVE GROUND
� STAKE SPACING SHALL BE 3' ON CENTER
ACKFILL AND COMPACT 6" DEEP TRENCH
SECURE MATTING IN TRENCH WITH STAKES
IVE STAKES 3' ON CENTER
LIFT
DEPTH' ROSION CONTROL MATTING (TVP )
IGHEST CUTTING LAVER
x� (SEE TABLE FOR ELEVATION OR # OF LAYERS)'
� Q �--L IVE CUTTING LAYER (TVP )
/ NO GAPS HORIZOMALLY
// ROSION COMROL MATi1NG VN2AP5 AROUND
/ LIFf AND COIR BLOCK
. .C�""�"'��:�.�..cv;::::; , �COMPACTED AMENDED SOIL
UNDISTURBED EARTHJ
E�UAL PARTS CLASS q CLASS B
AND CLASS 1 RIP RAP, 2.0' DEPTH x BACKFILL
DEPTH'CONSTRUCTBOULDERTOEFROM
BACKFILL VOIDS NATH ONSITE SOIL
�TOP OF 9ACKFlLLBOULDER TOE
1 0' ABOVE BASE FLOW ELEV.
�XISTING STREAMBED
OF BANK
3 VEGETATED GEOLIFf
6.0 NOT TO SCALE
EROSION CONTROL MATTING
OF BANK
LIFTS
6" OVERL4P, SHINGLED IN
DIRECTION OF FLOW
19BOTfOM
NADTHOF ELEVAiION POINT"A"
CHnNwEL TOP OF BANK HEADER BOULDER
STREAMBANK TIE-IN
w �—
y
FLOW — _
FLO�N �—� — — —
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o . � STREAMBED ELEVATIONJ �_ —
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��: p BACKFILL (ON-SITE ALLUVIUM)
q 7VPE 11 FILTER FABRIC CLA55 1, A 8 B ELEVATION POINT "B"
� \�� � STONE BACKFILL
, ,�, FOOTER BOULDER
POINT "A"
PROFILE VIEW
�' / ' CLP,SS B STONE
�`� HEADER BOULDER
ELEVATIONPOINT"B" ,�;
CLASSASTONE t• �
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POOL STREAMBED (ON-SITE ALLUVIUM) �
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`SCOURPOOLEXCAVATED / FOOTERBOULDER
\�� PLAN VIEW PER DIRECiION OF ENGINEER TMPE II FILTER FABRIC CUlSS 1 STONE
LARGE ROCK VANE STRUCNRE NOTES.
1 BOULDERS MUST BE AT LEAST 4'z3k2'.
2 USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS
3 DIG A TRENCH BELOW THE BED FOR FOOTER BOULDERS START AT BANK AND PLACE
FOOTER BOULDERS FIRST AND THEN HEADER BOULOERS CONTINUE NATH STRUCTURE,
FOLLOWING ANGLE AND SLOPE SPEGFICATIONS
4 INSTALL FILTER FABRIC FOR DR4INAGE BEGINNING AT THE TOP OF THE HEADER BOULDERS
AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDERS, AND THEN
UPSTREAM FOR A MINIMUM OF SIX FEET.
5 USE WELL GR4DED MIX OF CLASS 1, A AND B STONE ON UPSTREAM SIDE OF STRUCTURE,
SEE SECTION A-A FOR STONE DIMENSIONS
6 AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
W1TH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER 80ULDER, FILLING
IN VOIOS OF THE BACKFILL
7. FILTER FABRIC SHALL 9E TRIMMED ALONG THE TRANSIiION BETVufEN THE STONE
BACKFILL AND THE HEADER BOULDERS SO THAT THE FlLTER FABRIC DOES NOT EXTEND
OVER THE HEADER BOULDERS
UVE CUTTING L4YER NATH
NO GAPS HORIZONTALLY
�iOWER LIFT
-EDGE OF WATER
�TOE OF BANK
SEAM LOCATION TO BE
fED WITH EACH LIFf
VEGETATED GEOLIFT STRUCTURE NOTES:
1 BOULDERS SHALL BE NO LESS THAN 2 5k2.Ok1 5'
2 THE CHANNEL BASE FLOW OR WATER SURFACE ELEVATION (WSEL) Vv7LL VARY
SEASONALLY AND MAY BE VERY LOW DURING TIMES OF OROUGHT. DURING
DROUGHT, AS DETERMINED BY THE ENGINEER, THE W5EL W1LL 8E CONSIDERED
TO BE E�UAL TO THE DOWNSTREAM GRADE CONTROL ELEVATION
3 THE CONTRACTOR W1LL BE RESPONSIBLE FOR CHANGES TO THE VEGETATED
GEOLIFf PL4CEMENT IF IT IS DETERMINED 6Y THE ENGINEER THAT THE
VEGETATED GEOLIFT WAS NOT INSTALLED PROPERLV.
4. LIVE CUTTINGS SHALL MEET MATERIALS SPEGFICATIONS OUTLINED IN THE
SPECIAL PROVISIONS
5 COIR BLOCKS SHALL BE USED FOR GEOLIFf LAYERS
6 STREAMBANKAREAABOVEWECUTf1NGSHALLBEPIANTEDWITHLIVE
AT A DENSITV OF 3 FT. ON CENTER
BACKFILL
SECTION A - A
LARGE ROCK VANE STRUCTURE TABLE
STRUCTURE I� L(FT) S(FT) F(DEGREES) G(DEGREES) ELEV POINT "A" ELEV. POINT "B"
MC-1 370 60 SEEPLAN 80 8080' 8710'
MC-2 SEE PLAN �
MG3 37.0 60 SEEPLAN 80 BDB.O' 8110'
2 LARGE ROCK VANE
6.0 NOT TO SCALE
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