20180816 Ver 1_401 Application_20180613

DWR
Division of water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
January 31, 2018 Ver 2.3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E -PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.govMaterResources/0/edocl6247041PCN%20Help%20File%202018-1-30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Guilford
Is this project a public transportation project?*
f Yes f• No
This is any publicly funded by nunicipal,state or federal funds road, rail, airport transportation project.
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)
1b. What type(s) of permit(s) do you wish to seek authorization?*
IJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
This form may be Corps to initiate the standard/individual permit process. Please contact your Corps representative for submittal of standard permits.
All required items that are not provided in the E -PCN and be added to the miscellaneous upload located at the bottom of this form.
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Number Other:
List all IWV nurrbers you are applying for not on the drop down list.
1c. Type(s) of approval sought from the DWR:*
check all that apply
IJ 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
F Non -404 Jurisdictional General Permit IJ Riparian Buffer Authorization
r Individual Permit
*
1d. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
O Yes O No
For the record only for Corps Permit: O Yes O No

1e. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program
f Yes C No
1f. Is the project located in anyof NC's twentycoastal counties?*
r Yes C No
1h. Is the project located in a designated trout watershed?*
f Yes f• No
Link to trout information: http://vmw.saw.usace.army.mil/Missions/Regulatory-Permit-ProgranVAgency-Coordination/Trout.aspx
B. Applicant Information
1a. Who is the Primary Contact?*
Bobby Tucker
1b. Primary Contact Email:*
[e-mail]
1c. Primary Contact Phone:*
(XXX)XXX-XXXX
[phone]
1d. Who is applying for the permit?
❑ Owner r Applicant (other than owner) rJ Agent/Consultant
(Check all that apply)
2. Owner Information
2a. Name(s) on recorded deed:
Jonathan Michael Watts; Laura Michelle Watts
2b. Deed book and page no.:
008007-00600
2c. Responsible party:
(for Corporations)
2d. Address
Street Address
8140 SANGIOVESE
Address Line 2
aty
Kernersville
Postal / Zip Code
27284
2e. Telephone Number:
(XXX)XXX-XXXX
2f. Fax Number:
(XXX)XXX-xxxx
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Bobby Tucker
State/ Province/ Fbgion
North Carolina
Country
U.S.

4b. Business Name:
(if applicable)
Bodhi Land and Design, PLLC
4c. Address
Street Address
1300 Silk Hope -Liberty Rd.
Address Line 2
aty
Siler City
Fbstal / Zip Code
27344
4d. Telephone Number:
(XXX)XXX-XXXX
4e. Fax Number:
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
State / Province / Fbgion
NC
Country
Agent Authorization Letter*
Rease provide the Agent Authorization Letter if you are subn tting this docunent.
Watts_agent_authorization_signed.pdf 269.76KB
RLE TYPE M -IST BE PIDF
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
Watts Property and Homestead
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:*
Oak Ridge
1d. Driving directions*
ff it is a new project and can not easily be found in a GPS crapping system Pease provide directions.
From intersection of Williard Rd. and Stafford Mill Rd., southwest property corner and site access point (proposed driveway entrance) is
located on the right approximately 0.4 miles down Williard.
2. Project Identification
2a. Property Identification Number:
(tax RN or parcel ID)
7807655440
2b. Property size:
(in acres)
13.3
2c. Project Address

Street Address
5218 WILLIARD RD
Address Line 2
City State/ Province/ Region
Oak Ridge NC
Postal / Zip Code Country
27310
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as
appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to
map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
36.151165 -79.995105
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Beaver Creak
3b. Water Resources Classification of nearest receiving water:*
WS -III; NSW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Cape Fear
River Basin Lookup
4. Project Description
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:*
Approximately 40% of the lot is mature forest of steeper terrain. The remaining property is open, most of which is
comprised of tobacco production fields. The impacted stream is a perennial, spring -fed creek running north -south
on the west side of the property. It is bounded on both sides by a steep, forested ravine.
4b. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for
DWR)
nick the upload button or drag and drop files here to attach document
USGS_Map.pdf 822.19KB
Pile type mast be pdf
4c. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site.
(for DWR)
nick the upload button or drag and drop files here to attach docurrent
NRCS_Soil_Map.pdf 477.57KB
File type mast be pdf
4d. List the total estimated acreage of all existing wetlands on the property:
0.011
4e. List the total estimated linear feet of all existing streams on the property:
(intern ittent and perennial)
450
4f. Explain the purpose of the proposed project:*
Install a culverted road crossing to the owner's proposed home site. No other access options are available to get
to the home site, and no feasible building site locations are located between the public roadway and the stream.

4g. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Prior to construction, the owner and contractor will demarcate LOD and tree protection zones. Contractor will
mobilize equipment at SE property corner off of Williard Rd. and install temporary construction entrance, followed
by tree removal, grubbing, rough grading on proposed road on west side of stream. Subsequent steps include
installation of the temporary dikes, commencement of the stream pump -around, and installation of the
culvert/headwall. During initial bedding and backfill, the contractor will be able to access the east side of the creek
and begin tree removal, grubbing, and rough grading within the proposed LOD. Following finish grading,
contractor will install 6" road gravel and rip rap armor within stream corridor. Ditch lines will be graded with
maximium slope of 3:1 and stabilized with excelsior matting and intermittent rock checks. A tub grinder will be used
on site to chip woody debris for site stabilization. Large logs will be cut to length and stockpiled onsite. Additional
trees will be selectively cut outside of the LOD for sawing onsite. Primary equipment to used will be a Deere 350G
excavator, Deere 700 FV750 K dozer, and CAT (or equivalent) 48"/54" padfoot roller for grading and culvert
installation.
4h. Please upload project drawings for the proposed project.
Click the upload button or drag and drop files here to attach docurrent
C-1.pdf 149.42KB
C-2.pdf 111.82KB
C-3.pdf 874.79KB
File type rrust be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
f Preliminary r Approved r Unknown r N/A
Corps AID Number:
Exarrple: SAW -2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
David Bailey
US Army Corp of Engineers
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 10, 2018
5d1. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach docurrent
File type mist be FDF
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
7. Future Project Plans
7a. Is this a phased project?*
f Yes 0 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? This includes other separate and distant crossing for linear projects that require Department of the
Army authorization but don't require pre -construction notification.

D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands IJ Streams -tributaries r Buffers
r Open Waters r Pond Construction
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. Reason for impact*3b.lmpact 3c. Type of impact*3d. Stream name* 3e. Stream 3f. Type of 3g. Stream 3h. Impact
type* Type* Jurisdiction* width* length*
S1 Road crossing P Culvert unnamed Perennial Both 3 100
Nbp label (e.g. Imad Crossing Pernenent () or Perennial (Ff3) or Average (linear feet)
1) Terrporary (T) intermttent (INT) (feet)
" All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
100
31. Total temporarystream impacts:
0
3i. Total stream and tributary impacts:
100
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
Bridge option was initially evaluated but determined to be cost prohibitive. For the culvert, endwall structures and
rip rap slope armoring are proposed to minimize pipe length. An over -sized 48" RCP is proposed to also minimize
fill and improve aquatic wildlife passage throughout the impacted segment. Tree removal and limits of disturbance
are minimized to the extent practical to reduce impact to both the riparian and forest systems.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Al work in the stream shall be performed in the dry by using temporary dikes, pump -around, and dewatering
system (silt bag) as needed. Tree debris will be chipped onsite and used for filter berms and ground stabilization.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes C No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

*** Recent changes to the stormwater rules have required updates to this section .***
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?
f• Yes r No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of Stormwater treatment. If the project is subject to a
state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated
supplement forms and other documentation shall be provided.
What type of SCM are you providing?
r- Level Spreader
r% Vegetated Conveyance (lower SHWT)
r- Wetland Swale (higher SHWT)
r- Other SCM that removes minimum 30% nitrogen
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here.
Diffus Flow Documentation
Click the upload button or drag and drop files here to attach docurrent
File type rrust be RDF
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
f Yes f• No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
r Yes
f No
To look up low density requirement click here 15A NCAC 02H.1003(2)
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 r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or
DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B.0200)? *
f Yes r No
2b. Is this an after -the -fact permit application?*
f Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact
nearby downstream water quality?*
f Yes r No

3b. If you answered "no," provide a short narrative description.
This impact is solely for the purpose of providing access to a proposed single family home site. The owner has no
plans for subdivision. Our team is also providing site master planning of a permaculture farmstead based on
permanent agro-ecosystems per the owner's vision. Thus, it is highly unlikely that future development will occur.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f• Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the
proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant.
Onsite septic system designed for a 4 -bedroom will be permitted by the local environmental health department.
Initial soil investigations have indicated that a conventional subsurface septic and drainfield will be feasible.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?*
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-31}17-signed_NLEB-SLOPES&apps.pdf
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?
USACE map of NC Significant Natural Heritage Areas; USFWS Endangered Species, Threatened Species, Federal
Species of Concern, and Candidate Species list for Guilford County, NC
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?*
NOAA EFH mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
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 (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?*

f Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office HPOWEB GIS Service; NC listings in the National Register of Historic Places
for Guilford County.
7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drop files here to attach docurrent
File rust be FDF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
f Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA flood maps; Guilford County GIS data
Miscellaneous
Miscellaneous attachments not previously requested.
Click the upload button or drag and drop files here to attach docurrent
File rust be FDF or IM
Signature
rJ 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:*
Robert Smith Tucker
Signature
SIF
Date Submitted:
6/13/2018
Initial Review
Is this project a public transportation project?* (?)
f Yes r No
Change only if needed.
Has this project met the requirements for acceptance in to the review process?*
r Yes
f No
BIMS # Assigned*

20180816
Version#*
Reviewing Office*
Winston-Salem Regional Office - [phone]
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Is a payment required for this project?*
f No payment required
r Fee received
r Fee needed - send electronic notification
What amout is owed?*
r $240.00
f $570.00

Soil Map—Guilford County, North Carolina
(Watts Property and Homestead)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/18/2018
Page 1 of 340010304001080400113040011804001230400128040013304001030400108040011304001180400123040012804001330590270590320590370590420590470590520590570590620590670590720
590270 590320 590370 590420 590470 590520 590570 590620 590670 590720
36° 9' 9'' N 79° 59' 48'' W36° 9' 9'' N79° 59' 28'' W36° 8' 59'' N
79° 59' 48'' W36° 8' 59'' N
79° 59' 28'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 100 200 400 600
Feet
0 30 60 120 180
Meters
Map Scale: 1:2,220 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:20,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Guilford County, North Carolina
Survey Area Data: Version 15, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Mar 27, 2015—Oct
16, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Guilford County, North Carolina
(Watts Property and Homestead)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/18/2018
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CkC Clifford sandy loam, 6 to 10
percent slopes
1.7 12.8%
CnA Codorus loam, 0 to 2 percent
slopes, frequently flooded
0.3 1.9%
PoB Poplar Forest sandy loam, 2 to
6 percent slopes
0.2 1.6%
PoC Poplar Forest sandy loam, 6 to
10 percent slopes
3.4 25.9%
PoD Poplar Forest sandy loam, 10
to 15 percent slopes
2.1 15.4%
PoE Poplar Forest sandy loam, 15
to 35 percent slopes
0.0 0.1%
PpD2 Poplar Forest clay loam, 10 to
15 percent slopes,
moderately eroded
5.6 42.2%
Totals for Area of Interest 13.3 100.0%
Soil Map—Guilford County, North Carolina Watts Property and Homestead
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/18/2018
Page 3 of 3
Copyright:© 2013 National Geographic Society, i-cubed
0 450 900225 Feet
¯
MATCHLINESTA0+00MATCHLINESTA6+75CULVERT PROFILE - VERT SCALE 1" = 3'
855
860
865
870
875
880
885
890
855
860
865
870
875
880
885
890
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+75
-8.99%
0.00%8 .7 6 %1 1 .1 4 %
0.81%-2.25%
-6.85%
-11.21%
-13.98%
5 .9 5 %
C-03
ROAD
PROFILES
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Architect:
Project Owner:
Stamp:
PROJECT MANAGER:
DRAWN BY:
PRINCIPAL IN CHARGE:
REVISIONS
B. TUCKER
B. TUCKER
Issue For:
Issue Date:
Project Address:
Project Number:
Sheet Title:
Sheet Number:
www.bodhilandanddesign.com
WATT'SPROPERTYDESIGNN O TFO R C O N STR U C TIO N
JONATHAN WATTS
5218 WILLIARD ROAD
OAK RIDGE, NC 27310
JULY 6, 2017
2.2 - PIPE BEDDING DETAIL
2.1 - HEADWALL DETAIL
ROAD PROFILE - VERT SCALE 1" = 3'
Offset
1+71.11
830
840
850
860
870
880
890
830
840
850
860
870
880
890
0 10 20 300-10-20-30Offset
1+20.18
830
840
850
860
870
880
890
830
840
850
860
870
880
890
0 10 20 30 400-10-20-30Offset
0+81.92
830
840
850
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880
890
830
840
850
860
870
880
890
0 10 20 30 400-10-20-30
00+2 00
+100SL-1
SL-2
SL-3
MATCHLINESTA0+25MATCHLINESTA2+00CULVERT PROFILE - VERT SCALE 1" = 3'
845
850
855
860
865
870
845
850
855
860
865
870
0+25 1+00 2+00
3
1
3
1
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Architect:
Project Owner:
Stamp:
PROJECT MANAGER:
DRAWN BY:
PRINCIPAL IN CHARGE:
REVISIONS
B. TUCKER
B. TUCKER
Issue For:
Issue Date:
Project Address:
Project Number:
Sheet Title:
Sheet Number:
www.bodhilandanddesign.com
WATT'SPROPERTYDESIGNN O TFO R C O N STR U C TIO N
JONATHAN WATTS
5218 WILLIARD ROAD
OAK RIDGE, NC 27310
JULY 6, 2017
C-02
CULVERT
PLAN
0
SCALE:
5 10 20
1" = 10'
COMMON FILL PER
DETAIL 2.1
6" AGGREGATE
ROAD BED
PIPE BEDDING PER
DETAIL 2.1
48" RCP
PIPE LENGTH = 60 LF
PIPE SLOPE = 0.030 FT/FT
48" RCP
REGRADE BANK SLOPE AND
STABILIZE WITH COIR MATTING
(ACF CM700 OR EQUIVALENT)
REGRADE BANK SLOPE AND
STABILIZE WITH COIR MATTING
(ACF CM700 OR EQUIVALENT)
NOTES:
1. EXISTING CONTOUR LINES IN PLAN BASED ON LIDAR DATA.
2. STREAM CENTERLINE, CROSS SECTIONS, AND WETLAND
BOUNDARY BASED ON FIELD SURVEY.
3. CONTRACTOR SHALL INSTALL NON-WOVEN GEOTEXTILE UNDER
ALL RIP RAP ARMORING.
0
SCALE:
10 20 40
1" = 20'
EXISTING STREAM
CENTERLINE
PROPOSED GRADE
EXISTING GRADE
S L O P E =3 .0 %
48" RCP
LENGTH = 60'
INV. IN: 856.6'
INV. OUT: 850.0'
(2) WINGED ENDWALL
PER DETAIL 3.1,
SHEET C-3
RIP RAP SLOPE ARMOR,
12" THICK
(NCDOT CLASS B)
TEMPORARY DIKE W/
PUMP-AROUND INTAKE
NCDOT CLASS B RIP RAP
SLOPE ARMOR,
12" MIN. THICKNESS
PROPOSED 12' GRAVEL ROAD
CENTERLINE
WINGED ENDWALL
STRUCTURE (TYP OF 2)
STREAM CROSS-SECTIONS
CULVERT INSTALLATION PLAN
S 84°59'12"E
(1330.20')
515.82'
119.32'
695.06'S38°22'58"W300.19'S
3
9
°
2
5'0
5
"
E
1
3
0
.
0
1'S23°18'03"W111.54'S 8 7 °1 2 '2 3 "W
8 4 4 .2 2 'N28°30'54"W204.08'
S 89°58'09" W
184.30'N01°36'00"E196.91'N07°03'51"WCH=153.30'N15°29'37"W70.94'RAD=507.46'CREEK
1 9 .9 3 '
(8 6 4 .1 5 ')BR.BR.FENCE
PPEIP
EIP
EX.
EIP IN
FARM RD.
EIP
EIP
EIP
EIP
EIP
METAL FENCEPOST
FENCE
WILLIARDROADSR201810'FARM RD.R/WR/W60'
13.307 ACRES ±
D.B. 3885 - PG. 1624
WAYNE H. NIXON
D.B. 6
EMORY
D.B. 7985 - PG. 1107
H. STAFFORD GRAY
D.B. 7916 - PG. 2048
KRUSHNA KRUPA, LLC
P.B. 82 - PG. 109 LOTS 2 AND 3
+0 0 0 +100+2 00
+3 00
+4 00
+5 0 0
+6 0 0 +6 40
+000+100+200+300+400+430TAX PIN: 7807655440
VICINITY MAP
( NO SCALE )WOLFRIDGECTB E N B O W -M E R R I L L R D WILLIARDRDSFD SINGLE FAMILY DWELLING
BR.
EX.
EP
ES
UE
DE
CH
NIS NEW IRON STAKE
BRANCH
EXISTING
COMBINE WITH
UTILITY EASEMENT
EDGE OF PAVING
R/W RIGHT OF WAY
EXISTING STONE
P/L PROPERTY LINE
UTILITY POLE
CENTERLINE
ESS EXISTING STEEL STAKE
EIS EXISTING IRON STAKE
DRAINAGE EASEMENT
N/F NOW OR FORMERLY
OVERHEAD UTILITIES
NIP NEW IRON PIPE
C/L
P
CHORD
L E G E N D
EIP EXISTING IRON PIPE
EXISTING CONTOUR (MINOR)
EXISTING CONTOUR (MAJOR)
PROPOSED CONTOUR
LIMITS OF DISTURBANCE
C-01
OVERALL
SITE PLAN
0
SCALE:
25 50 100
1" = 50'
N
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shall not be considered an original copy.
All information should be disregarded
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Copyright Protected 2013.
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www.bodhilandanddesign.com
WATT'SPROPERTYDESIGNN O TFO R C O N STR U C TIO N
JONATHAN WATTS
5218 WILLIARD ROAD
OAK RIDGE, NC 27310
JULY 6, 2017
PROPOSED 12'-WIDE
GRAVEL ROAD
PROPOSED CULVERT STRUCTURE
SEE SHEET C-2
PROPOSED HOME SITE
(PHASE II)
PROJECT DESCRIPTION
PROJECT IMPROVEMENTS INCLUDE CONSTRUCTION OF A 750 LF ± PRIVATE GRAVEL DRIVEWAY (12'
WIDE TRAVEL LANE, 30' ROW), 48" RCP CULVERT, AND ONE SINGLE-FAMILY RESIDENTIAL HOME SITE
WITH ANCILLARY GARAGE STRUCTURE. THE PROPOSED ROADWAY WILL CROSS AN JURISDICTIONAL
CHANNEL (I.E., SPRING-FED STREAM) WITH UN-DETERMINED PRESENCE OF WETLAND FEATURES.
EROSION CONTROL NOTES:
1. TOTAL PROJECT AREA: 1 AC (APPROX); TOTAL LAND DISTURBANCE AREA: 0.88 AC (APPROX.)
2. INSTALL NCDOT APPROVED MATTING FOR EROSION CONTROL, EXCELSIOR TYPE, ON ALL SLOPES 3:1 OR
GREATER ALONG DRAINAGE DITCH AND RIPARIAN ZONE.
3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED
WITH MULCH OR TEMPORARY SEEDING.
4. ALL WORK WITHIN THE STREAM CHANNE SHALL BE IN THE DRY.
5. CONTRACTOR SHALL INSTALL TEMPORARY DIKE AT THE UPSTREAM AND DOWNSTREAM WORK LIMIT.
6. CONTRACTOR SHALL BEGIN PUMP-AROUND OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM
SIDE OF THE UPSTREAM DIKE AND PUMP THE WATER INTO THE DOWNSTREAM CHANNEL BELOW THE
DOWNSTREAM DIKE. CONTRACTOR SHALL MAINTAIN PUMP-AROUND EQUIPMENT DURING DURATION OF
PROJECT DISTURBANCE WITHIN THE STREAM CHANNEL.
7. AS NEEDED, CONTRACTOR SHALL DE-WATER WORK AREA THROUGH A DEWATERING PUMP TO MAINTAIN
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH A SILT BAG PRIOR
TO DISCHARGE.
8. FOLLOWING COMPLETION OF GRADING AND STRUCTURES, REMOVE BYPASS/DEWATERING PUMPS AND
TEMPORARY DIKES.
JURISDICTIONAL WETLAND
(500 SF)
LIMITS OF DISTURBANCE
(0.88 AC)
18" WHITE OAK
24" POPLAR
12" BEECH
14" HICKORY
TREE PROTECTION ZONES