20201733 Ver 1_401 Application_20210309

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes IT No
Change only if needed.
BIMS # Assigned
20201733
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Asheville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Eden Rock Village Subdivision Project
1a. Who is the Primary Contact?*
Jon Swaim
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/9/2021
Nearest Body of Water
lJT-1 Big Branch/lJT-lJT-1 Big Branch
Basin
French Broad
Water Classification
WS-II;HQW
Site Coordinates
Latitude:
35.8349
A. Processing Information
County (or Counties) where the project is located:
Madison
Is this a NCDMS Project
r Yes IT No
Longitude:
-82.5348
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Andrew Moore:eads\awmoore3
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular F- 401 Water Quality Certification - Express
r Non-404 Jurisdictional General Permit r Riparian Buffer Authorization
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: r- Yes r No
For the record onlyfor Corps Permit: r Yes r No
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Eden Rock Enterprises, LLC
2b. Deed book and page no.:
424/155
2c. Responsible party:
Brandon Quinn
2d.Address
Street Address
P.O. Box 326
Address Line 2
city
Mars Hill
Postal / Zip Code
28754
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / Ifgion
North Carolina
Country
United States
2f. Fax Number:
4. Agent/Consultant (if applicable)

4a. Name:
Jon Swaim
4b. Business Name:
McGill Associates, P.A.
4c.Address
Street Address
1240 19th Street Lane NW
Address Line 2
City
Hickory
Postal / Zip Code
28601
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Author Form.pdf
State / Province / Region
North Carolina
Country
United States
4e. Fax Number:
116.54KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
ff appropriate)
Eden Rock Village
1c. Nearest municipality/ town:
Mars Hill
2. Project Identification
2a. Property Identification Number:
9757-16-8879,9757-27-6453,9757-37-0413
2c. Project Address
Street Address
Off Parkway View Road
Address Line 2
City
Mars Hill
Postal / Zip Code
28754
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Ur-1 Big Branch/Ur-Ur-1 Big Branch
3b. Water Resources Classification of nearest receiving water:*
WS-1I; HQ W
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101050802
4. Project Description and History
2b. Property size:
25.9
State / Province / Region
North Carolina
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed project is within three parcels owned by Eden Rock Enterprises, LLC approbmately one mile northeast of the Town of Mars Hill. Subject property mainly consists of
forested land, abandoned golf range, and former agricultural land. Adjoining properties appear to be mainly forested land, agricultural land, and residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2018-00980
Project History Upload

4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
FIGURES-TOPO MAP.pdf 3.98MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil_Map.pdf 439.7KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.34
4g. List the total estimated linear feet of all existing streams on the property:
1,428
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to develop the property for single family residential homes including roads, sewer and water infrastructure, and stormwater design.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project is a proposed subdivision consisting of 103 single family homes, to be developed on an ebsting approximately 23-acre sloping field. See Sheet C200 for project notes,
erosion control notes and construction sequencing. Surface water is to be controlled utilizing a system of grassed swales leading stormwater to two sediment ponds located in the
southeast and southwest corners of the property along Parkway View Road. The pond located in the southwest corner is planned to be converted to a permanent storn eter measure
intended to capture surface runoff throughout the lifespan of the development. See Sheets C201 and C202. Development plans will result in approbmately 0.18-acres of permanent
impacts to Wetland A (Impact W1). See Sheet C203 - Final Grading Plan.
Proposed utilities include 6" DIP forcemain water line and 8" DIP gravity sewer line. Utility lines will be installed along proposed roadways and parcel lines and will not result in impacts to
any jurisdictional features. See Sheet C400 and C501 through C506.
See Sheets C601 through C605 for project details.
Typical grading equipment Will be used during construction including dozers, road graders, skid steers, and dump trucks.
4j. Please upload project drawings for the proposed project.
20210303-EROS-WETLAND-SUBMIT.pdf 11.93MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2018-00980
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jon Swaim
Agency/Consultant Company: McGill Associates, P.A.
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
July 05, 2018
5d1. Jurisdictional determination upload
18.00109 - Jurisdictional Determination.pdf 4.62MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes IT No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No. Single and complete project.
D. Proposed Impacts Inventory C^U
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries f Buffers
r Open Waters r Pond Construction
2. Wetland Impacts

2a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area"
__]
f
Fill ��P Seep WA No Corps 0.180
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.180
2h. Comments:
2g. Total Permanent Wetland Impact
0.180
E. Impact Justification and Mitigation U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Grading, lot layout, utilities, and access roads designed to completely avoid stream impacts, and wetland impacts as much as possible. Due to site
topography and limitations, avoiding impacts to Wetland A Deere impractical. Erosion control and stormwater measures designed to limit off -site
sedimentation. Silt fencing, grassed swales, and sediment ponds were designed to limit impacts to jurisdictional areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
No land disturbing activities will take place during extreme wet conditions. Disturbed areas will be stabilized as soon as possible once final grade is
accomplished. Erosion and stornmeter measures will be frequently inspected and maintained during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR 9 Corps
2d. If yes, which mitigation option(s) will be used for this project?
r Mitigation bank W Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(linear feet)
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
0.18
4c. If using stream mitigation, what is the stream temperature:
4e. Riparian wetland mitigation requested:
(acres)
4g. Coastal (tidal) wetland mitigation requested:
(acres)
4h. Comments
According to RIBITS, no non -riparian wetland credits available through local mitigation banks.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes IT No
If no, explain why:
No riparian buffer rules associated with the French Broad River.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes IT No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:

E&SC permitting has been completed.
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 21-1.0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No additional development anticipated as a result of the proposed project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. 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?
https://ecos.fws.gov/ipac/
https://ncnhde.natureserve.org/
Consultation Documentation Upload
IPAC.pdf 395.85KB
NCNHP Map.pdf 934.42KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://vwm.habitat.noaa.gov/application/efhmapper/index.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*

t^ Yes F No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
https://nc. maps. arcgis.conVapps/vvebappviewer/index html?id=79ea671 ebdcr45639f0860257d5f5ed7
7c. Historic or Prehistoric Information Upload
NCSHPO Map.pdf 366.75KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
f• No
8c. What source(s) did you use to make the floodplain determination?*
htips://fris.nc.gov/fris/Fbme.aspVST=NC
Miscellaneous
Comments
See attached Impacts Map, DWR Pre -Filing Request Form, RIBITS Mitigation Sites
Miscellaneous attachments not previously requested.
FRIS Map.pdf
443KB
Impacts Map.pdf
1.91 MB
DWR Pre -Filing Meeting Request Form (003).pdf
53.9KB
Mitigation Sites.pdf
275.89KB
Signature
W 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:
Jon Swaim
Signature
0& 1QW-1111
Date
3/9/2021

1013 STATE FARM ROAD, BOONE, NORTH CAROLINA 28607 | 828.386.1920 | www.mcgillengineers.com

AGENT AUTHORIZATION FORM

PROJECT NAME: EDEN ROCK VILLAGE PROJECT

PROPERTY LEGAL DESCRIPTION: DEED BK:424 PG: 155

PARCEL ID. 9757168879, 9757276453, 9757370413

STREET ADDRESS: 491 PARKWAY VIEW ROAD

Please Print
Property Owner/Representative: MR. BRANDON QUINN

(If Representative) Title: PRINCIPAL, EDEN ROCK ENTERPRISES, LLC

The undersigned, registered property owners of the above noted property, do hereby authorize

John C. Vilas , of McGill Associates P.A.
(Contractor / Agent) (Name of consulting firm)

to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.

Property Owner’s/Representative’s Address (if different than property above):

_________________________________________________________________

_________________________________________________________________

Telephone: [phone]

We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.

__________________ __________________ _________________ __________________
Authorized Signature Authorized Signature

Date: _______________________________ Date: _______________________________
PO BOX 326 Mars Hill NC 28754
5/24/2018
EDEN ROCK VILLAGE PROJECT
MADISON COUNTY,
NORTH CAROLINA
TOPO MAP
MAY 18, 2018 A S S O C I A T E SMcGlil
468 NEW MARKET BLVD. STE B PH. [phone]BOONE, NC 28607
PROJECT #
18.00109
ENVIRONMENTAL FINANCE
1 INCH = FEET
GRAPHIC SCALE
0-1200 600 1200
1200
0
Soil Map—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/29/2018
Page 1 of 339665303966590396665039667103966770396683039668903966530396659039666503966710396677039668303966890361040361100361160361220361280361340361400361460361520361580361640
361040 361100 361160 361220 361280 361340 361400 361460 361520 361580 361640
35° 50' 11'' N 82° 32' 19'' W35° 50' 11'' N82° 31' 54'' W35° 49' 58'' N
82° 32' 19'' W35° 49' 58'' N
82° 31' 54'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,930 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
1:12,000.
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: Madison County, North Carolina
Survey Area Data: Version 14, 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: Sep 7, 2009—Nov
15, 2016
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—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/29/2018
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CtB2 Clifton clay loam, 2 to 8
percent slopes, moderately
eroded
1.3 5.0%
CtC2 Clifton clay loam, 8 to 15
percent slopes, moderately
eroded
5.8 21.8%
CtD2 Clifton clay loam, 15 to 30
percent slopes, moderately
eroded
7.5 28.2%
CtE2 Clifton clay loam, 30 to 50
percent slopes, moderately
eroded
1.9 7.2%
FrA French loam, 0 to 3 percent
slopes, occasionally flooded
3.5 13.0%
TaC Tate loam, 8 to 15 percent
slopes
6.6 24.8%
Totals for Area of Interest 26.6 100.0%
Soil Map—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/29/2018
Page 3 of 3
NCHPO HPOWEB
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,
NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri
(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS
User Community
Parcel - parcels
Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
Surveyed Only individual resources & centerpoints
Surveyed Only
Surveyed in NRHD
Surveyed Only, Gone
Surveyed in NRHD, Gone
Blockface- Multiple properties
Blockface in NRHD
Surveyed Area, No designation
Surveyed Area in NHRD
DOE districts & boundaries
Determined Eligible Boundary
Both DOE and Study List Boundary
DOE individual resources & centerpoints
Determined Eligible
DOE, Gone
SL and DOE
SL and DOE, Gone
DOEHD Center Point
SLDOEHD Center Point
SL districts & boundaries
Study List Boundary
Both SL and Determined Eligible Boundary
SL individual resources & centerpoints
SL Individual Entry
SL and DOE entry
Study List Entry, Gone
SL and DOE, Gone
SLHD Center Point
7/1/2020, 4:06:52 PM
0 0.15 0.30.07 mi
0 0.25 0.50.13 km
1:9,028
North Carolina State Historic Preservation Office
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS | Esri, HERE |
Ede n Roc k Vi ll age Ju l 1 , 2 020¯
No rth Carol ina F loo dpl ai n Mapp ing Prog ram
200 0 100 200 400
200DIVISION VALUE = FEETGRAPHIC SCALE
IMPACTS MAP 1
FIGURE7/06/20 20.05304
DATE PROJECT #
MADISON COUNTY, NORTH CAROLINA
EDEN ROCK ENTERPRISES, LLC
PARKWAY VIEW ROAD
PROPERTIES
MC AL
OFFICE MANAGER DESIGNER
MH JS
PROJECT MANAGER REVIEWER
P:\2020\20.05304-EDENROCE-EDEN ROCK VILLAGE SUBDIVISION\DESIGN\PERMITS\PCN\IMPACTS MAP.DWG PLOT DATE 7/6/2020 9:45 AM ALEX LOWDERMILK1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Impacts Table
Permanent
Impact - W1
0.18
Acres
Permanent
Impact - W1
Parkway

V
i
e
w

R
o
a
dCar
t
e
r
LnLegend
Permanent
Impact
Property Line
DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Jon Swaim
[e-mail]
Eden Rock Enterprises, LLC
Eden Rock Village Section 1
Madison
City
Boone
State / Province / Region
NC
Postal / Zip Code
28607
Country
United States
Street Address
1013 State Farm Road
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
Andrew Moore
39 lot single family residence subdivision with access drives, stormwater
and erosion control measures.
11/16/2020
11/23/2020
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
Signature *
Submittal Date

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
11/11/2020
Notice: The credit totals shown do NOT reflect any credit reservations or pending transactions.
It is the responsibility of potential purchasers to contact the Sponsor and obtain written confirmation of credit availability.
Latitude: 35.834266378644564, Longitude -82.53591093933407
State: North Carolina
County: Madison
8-digit Hydrologic Unit Code: 06010105
USFWS Field Office: Asheville
USACE District: Wilmington
NOAA Region: Southeast
Mitigation/Conservation Banks & ILF Sites in Primary Service Area 6
Mitigation/Conservation Banks & ILF Sites in Secondary Service Area 0
Mitigation/Conservation Banks & ILF Sites in Tertiary Service Area 0
ILF Program Advance Credits 0
Search Criteria:
excluding single client banks and ILF sites
excluding banks, ILF sites and ILF programs with zero available credits
including bank and ILF site service areas of rank Primary, Secondary, Tertiary
Page 5 of 9Find Credits
3/9/2021https://ribits.ops.usace.army.mil/ords/f?p=107:201:11437128196911::NO
Mitigation/Conservation Banks & ILF Sites in Primary Service Area
Bank Name:1 - Anderson Farm Stream Mitigation Bank
Bank Type: Private Commercial
Total Acres: 107
Distance to impact: 13 Miles
Permit No: 2011-01930
Bank States: North Carolina
Bank Sponsor:AFFP, LLC
34 Wall Street
Suite 502
Asheville, NC 28801
Email: [e-mail]
Phone: [phone] X 203
Fax: [phone]
Bank Sponsor POC:
Brent Manning
Headwaters Restoration, LLC
60 Pearson Drive
Asheville, NC 28801
Email: [e-mail]
Regulatory Bank Manager:
Mr. Steve Kichefski
Bank Manager
151 Patton Avenue
Room 208
Asheville, NC 28801
Email: [e-mail]
Phone: [phone] X 234
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cool Water Stream North Carolina Stream Quality Assessment Worksheet 646.10 Federal
Notes:
Bank Name:2 - NCDMS Fletcher Stream and Wetland Mitigation Site
Bank Type: Public Commercial
Total Acres:
Distance to impact: 29 Miles
Permit No: SAW-2016-02205
Bank States: North Carolina
Bank Sponsor:North Carolina Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Phone: [phone]
Fax: [phone]
Bank Sponsor POC:
Mr. Tim Baumgartner
Deputy Director of Operations, NCDMS
Green Square Building
1652 Mail Service Center
Raleigh, NC 27604
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Regulatory Bank Manager:
3
2
145
6
3
2
145
6
Report a map errorMap data ©2021  Imagery ©2021 TerraMetrics
Page 6 of 9Find Credits
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Todd Tugwell
Mitigation Project Manager
Regulatory Division
3331 Heritage Trade Drive, Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cold Water Stream North Carolina Stream Quality Assessment Worksheet 0.00 Federal
Stream Cool Water Stream North Carolina Stream Quality Assessment Worksheet 302.99 Federal
Wetland Riparian, Riverine North Carolina Wetland Assessment Method 0.00 Federal
Notes:
Bank Name:3 - NCDMS Warren Wilson College Stream
Bank Type: Public Commercial
Total Acres: 22
Distance to impact: 16 Miles
Permit No: SAW-2017-01557
Bank States: North Carolina
Bank Sponsor:North Carolina Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Phone: [phone]
Fax: [phone]
Bank Sponsor POC:
Mr. Tim Baumgartner
Deputy Director of Operations, NCDMS
Green Square Building
1652 Mail Service Center
Raleigh, NC 27604
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Regulatory Bank Manager:
Todd Tugwell
Mitigation Project Manager
Regulatory Division
3331 Heritage Trade Drive, Suite 107
Wake Forest, NC 27587
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cold Water Stream North Carolina Stream Quality Assessment Worksheet 3,015.28 Federal
Notes:
Bank Name:4 - RES French Broad 05 - Carolina Bison Site
Bank Type: Private Commercial
Total Acres:
Distance to impact: 14 Miles
Permit No: SAW-2016-02357
Bank States: North Carolina
Bank Sponsor:Environmental Banc & Exchange, LLC
3600 Glenwood Avenue
Suite 100
Raleigh, NC 27612
Phone: [phone]
Bank Sponsor POC:
Ms Caitlan Parker
Credit Sales Coordinator
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Regulatory Bank Manager:
Mr. Steve Kichefski
Bank Manager
151 Patton Avenue
Room 208
Asheville, NC 28801
Email: [e-mail]
Phone: [phone] X 234
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cool Water Stream North Carolina Stream Quality Assessment Worksheet 1,374.30 Federal
Page 7 of 9Find Credits
3/9/2021https://ribits.ops.usace.army.mil/ords/f?p=107:201:11437128196911::NO
Notes:
Bank Name:5 - RES French Broad 05 - Dead Oak Site
Bank Type: Private Commercial
Total Acres: 41.58
Distance to impact: 11 Miles
Permit No: SAW-2018-00095
Bank States: North Carolina
Bank Sponsor:Environmental Banc & Exchange, LLC
3600 Glenwood Avenue
Suite 100
Raleigh, NC 27612
Phone: [phone]
Bank Sponsor POC:
Brad Breslow
3600 Glenwood Ave
Suite 100
Raleigh, NC 27612
Email: [e-mail]
Phone: [phone]
Ms Caitlan Parker
Credit Sales Coordinator
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
Email: [e-mail]
Phone: [phone]
Cell Phone: [phone]
Regulatory Bank Manager:
Mr. Steve Kichefski
Bank Manager
151 Patton Avenue
Room 208
Asheville, NC 28801
Email: [e-mail]
Phone: [phone] X 234
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cool Water Stream North Carolina Stream Quality Assessment Worksheet 1,044.92 Federal
Notes:
Bank Name:6 - UT to Wash Creek Mitigation Bank
Bank Type: Private Commercial
Total Acres: 1.75
Distance to impact: 36 Miles
Permit No: SAW-2011-00874
Bank States: North Carolina
Comments: MBI finalized on March 9, 2012
Bank Sponsor:French Broad Mitigation Partners, LLC
224 South Grove Street
Suite F
Hendersonville, NC 28792
Phone: [phone]
Bank Sponsor POC:
Clement Riddle
224 South Grove Street
Suite F
Hendersonville, NC 28792
Email: [e-mail]
Phone: [phone]
Regulatory Bank Manager:
Mr. Steve Kichefski
Bank Manager
151 Patton Avenue
Room 208
Asheville, NC 28801
Email: [e-mail]
Phone: [phone] X 234
Credit Type Credit Classifications Assessment Method Available Credits Jurisdiction
Stream Cool Water Stream North Carolina Stream Quality Assessment Worksheet 436.00 Federal
Notes:
Mitigation/Conservation Banks & ILF Sites in Secondary Service Area
Page 8 of 9Find Credits
3/9/2021https://ribits.ops.usace.army.mil/ords/f?p=107:201:11437128196911::NO
No results found.
Mitigation/Conservation Banks & ILF Sites in Tertiary Service Area
No results found.
ILF Program Advance Credits
No results found.
Page 9 of 9Find Credits
3/9/2021https://ribits.ops.usace.army.mil/ords/f?p=107:201:11437128196911::NO
July 01, 2020
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/countyfr.html
In Reply Refer To:
Consultation Code: 04EN1000-2020-SLI-0746
Event Code: 04EN1000-2020-E-01754
Project Name: Eden Rock Village Subdivision Project

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/
cntylist/nc_counties.html. The AFO website list includes “species of concern” species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
https://www.fws.gov/asheville/htmls/project_review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
https://www.fws.gov/nc-es/plant/plant_survey.html
Northern long-eared bat Guidance
https://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html
Predictive Habitat Model for Aquatic Species
https://www.fws.gov/asheville/htmls/Maxent/Maxent.html
07/01/2020 Event Code: 04EN1000-2020-E-01754   2

New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmls/project_review/assessment_guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm;
07/01/2020 Event Code: 04EN1000-2020-E-01754   3

▪
▪
▪
http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
Official Species List
Migratory Birds
Wetlands
07/01/2020 Event Code: 04EN1000-2020-E-01754   1

Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]
07/01/2020 Event Code: 04EN1000-2020-E-01754   2

Project Summary
Consultation Code:04EN1000-2020-SLI-0746
Event Code:04EN1000-2020-E-01754
Project Name:Eden Rock Village Subdivision Project
Project Type:DEVELOPMENT
Project Description:Subdivision for residential housing
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/35.83480827739622N82.53469970343005W
Counties:Madison, NC
07/01/2020 Event Code: 04EN1000-2020-E-01754   3

1.
Endangered Species Act Species
There is a total of 2 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Gray Bat Myotis grisescens
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/6329
Endangered
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Threatened
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
1
07/01/2020 Event Code: 04EN1000-2020-E-01754   1

1.
2.
3.
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
The Migratory Birds Treaty Act of 1918.
The Bald and Golden Eagle Protection Act of 1940.
50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E-bird data
mapping tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME BREEDING SEASON
Cerulean Warbler Dendroica cerulea
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
https://ecos.fws.gov/ecp/species/2974
Breeds Apr 27 to Jul 20
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Breeds May 10 to Aug
31
1
2
07/01/2020 Event Code: 04EN1000-2020-E-01754   2

1.
2.
3.
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ “Proper Interpretation and Use of Your Migratory Bird Report” before using or attempting
to interpret this report.
Probability of Presence ()
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ()
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort ()
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data ()
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
07/01/2020 Event Code: 04EN1000-2020-E-01754   3

▪
▪
▪
no data survey effort breeding season probability of presence
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Cerulean Warbler
BCC Rangewide (CON)
Wood Thrush
BCC Rangewide (CON)
Additional information can be found using the following links:
Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/
management/project-assessment-tools-and-guidance/
conservation-measures.php
Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/
management/nationwidestandardconservationmeasures.pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
07/01/2020 Event Code: 04EN1000-2020-E-01754   4

1.
2.
3.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
"BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
"BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
"Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
07/01/2020 Event Code: 04EN1000-2020-E-01754   5

Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ “What does IPaC
use to generate the migratory birds potentially occurring in my specified location”. Please be
aware this report provides the “probability of presence” of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the “no
data” indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ “Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds” at the bottom of your migratory bird trust resources page.
07/01/2020 Event Code: 04EN1000-2020-E-01754   1

Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
THERE ARE NO WETLANDS WITHIN YOUR PROJECT AREA.
NCNHDE-12393
July 1, 2020
Alex Lowdermilk
McGill Associates, PA
1013 State Farm Road
Boone, NC 28607
RE: Eden Rock Village Subdivision
Dear Alex Lowdermilk:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Eden Rock Village Subdivision
July 1, 2020
NCNHDE-12393
No Element Occurrences are Documented Within a One-mile Radius of the Project Area
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
Pisgah National Forest - Appalachian Ranger
District
US Forest Service Federal
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on July 1, 2020; source: NCNHP, Q2 Apr 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
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© 2019 Microsoft Corporation © 2019 HERE PROJECT SITELAT: N035° 50' 02.52"LONG:W082° 32' 07.25"PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] OF Y1D23C45ABPROJECT PHASE:FILE NAME:DWN BY:CKD BY:PROJECT ENGINEER:DATE:PROJECT NUMBER:SIZE:SUBMITTED BY:PLOT SCALE:PROJECT MILESTONERCall Before You Dig1-800-632-4949CLIENT:C100EDEN ROCK VILLAGEEDEN ROCK ENTERPRISES72 ANDERSON STREETMARS HILL, NC 287541018020-C100-COVER.dwgBKJ2019--05-30PERMITTING1018030BRAD JOHNSON, PEBKJBKJARCH D2020-09-28, BKJ, EROSION CONTROL REVISIONS2019-09-27, BKJ, REVISIONS PER DEQ COMMENTS2019-08-01, BKJ, STORM REVISIONS2019-05-30, BKJ, ISSUE DATEEROSION CONTROL PLANLOCATION MAPD5N04000'2000'N
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THCAROLINAPR
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FESSIONALENGINEER BRADLEYKJOHNS
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N 031675SEALNOT FORCONSTRUCTION2018-05-30Sheet List TableSheet NumberSheet TitleC100EROSION CONTROL PLANC200S & EC NOTESC201S & EC PLAN PH1C202S & EC PLAN PH2C203S & EC PLAN PH3C301STREET P&PC302STREET P&PC303STREET P&PC304STREET P&PC305STREET P&PC501UTILITY P&PC502UTILITY P&PC503UTILITY P&PC504UTILITY P&PC505UTILITY P&PC506UTILITY P&PC601EROSION DETAILSC602STORM DETAILSC603STORM DETAILSC604WATER DETAILSC605SANITARY SEWER DETAILS
PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABS & EC NOTESC200 ANSI D SEEDBED PREPARATION (SP)SP-1 FILL SLOPES 3.5:1 OR STEEPER TO BE SEEDED WITH A HYDRAULIC SEEDER (PERMANENTSEEDINGS)1.LEAVE THE LAST 4-6 INCHES OF FILL LOOSE AND UNCOMPACTED, ALLOWING ROCKS, ROOTS,LARGE CLODS AND OTHER DEBRIS TO REMAIN ON THE SLOPE. ROUGHEN SLOPE FACES BY MAKINGGROOVES 2-3 INCHES DEEP, PERPENDICULAR TO THE SLOPE.2.SPREAD LIME EVENLY OVER SLOPES AT RATES RECOMMENDED BY SOIL TESTS.SP-2 FILL SLOPES 3.5:1 OR STEEPER (TEMPORARY SEEDINGS)1.LEAVE A LOOSE, UNCOMPACTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND DEBRIS WHICHMIGHT HOLD NETTING ABOVE THE SURFACE.2.SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS.3.INCORPORATE AMENDMENTS BY ROUGHENING OR GROOVING SOIL SURFACE ON THE CONTOUR.SP-3 GENTLE FLAT AREAS (< 3.5:1)1.REMOVE ROCKS AND DEBRIS THAT COULD INTERFERE WITH TILLAGE AND THE PRODUCTION OF AUNIFORM SEEDBED.2.APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SOIL TESTS; SPREAD EVENLY ANDINCORPORATE TO A DEPTH OF 2-4" WITH A FARM DISK OR CHISEL PLOW.3.LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO SPREADING TOPSOIL BY DISKING OR SCARIFYINGTO A DEPTH OF AT LEAST 2 INCHES.4.SPREAD TOPSOIL TO A DEPTH OF 2-4 INCHES AND CULTIPACK.5.DISK OR HARROW AND RAKE TO PRODUCE A UNIFORM AND WELL-PULVERIZED SURFACE.6.LOOSEN SURFACE JUST PRIOR TO APPLYING SEED.SEEDING METHODS (SM)SM-1 FILL SLOPES STEEPER THAN 3.5:1 (PERMANENT SEEDINGS)USE HYDRAULIC SEEDING EQUIPMENT TO APPLY SEED AND FERTILIZER, A WOOD FIBER MULCH AT 45LB/1,000 FT2, AND MULCH TACKIFER.SM-2 GENTLE TO FLAT SLOPES (<3.5:1)1.BROADCAST SEED AT THE RECOMMENDED RATE WITH A CYCLONE SEEDER, DROP SPREADER, ORCULTIPACKER SEEDER.2.RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABLISH GOOD CONTACT.AREADESCRIPTIONSEASON*SEEDING MIXSEEDBEDMULCHMAINTE-NOTESNANCEASPRINGSP-3SM-2MU-2TEMPORARYSEEDINGRYE GRAIN 120KOBE LESPEDEZA 50SUMMERWINTERPERMANENTTEMPORARYLBS/AC.SEEDINGMETHODMA-4GERMAN MILLET 40RYE GRAIN 120KOBE LESPEDEZA 50TREAT TEMP.DIVERSIONS WITHPERMANENT SEEDING,INCLUDE TOPSOIL.MA-5SP-3SM-2MU-2PERMANENTSEEDINGTALL FESCUE 100KOBE LESPEDEZA 10BAHIA GRASS 25RYE GRAIN 40N/ASUMMERWINTERMA-1RYE GRAIN 120IF PERMANENTSEEDING IN WINTERRE-SEED IN FALL.MA-5BSP-1SM-1MU-1ON ALLSLOPES3.5:1-2.5:1(AND ASINDICATEDON PLAN)TALL FESCUE 100KOBE LESPEDEZA 10BAHIA GRASS 25RYE GRAIN 40N/ASUMMERWINTERMA-1GERMAN MILLET 40RYE GRAIN 120OVERSEED WINTERPLAINTINGS OF RYEWITH KOBE LESPEDEZAIN MARCH IF GRADINGNOT COMPLETE.SP-2SM-2MA-5CLBS/AC.& FALLTALL FESCUE 100KOBE LESPEDEZA 10BAHIA GRASS 25GERMAN MILLET 10N/AN/AN/AN/AN/AN/AN/ASPRING (FEB. 1 - APR. 15), SUMMER (APR. 15 - AUG. 20), FALL (AUG. 20 - OCT. 25), WINTER (OCT. 25 - FEB. 1)SP-3SM-2MU-3PERMANENTSWALESTALL FESCUE 100KOBE LESPEDEZA 10BAHIA GRASS 25RYE GRAIN 40N/ASUMMERWINTERMA-2GERMAN MILLET 40RYE GRAIN 120OVERSEED WINTERPLAINTINGS OF RYEWITH KOBE LESPEDEZAIN MARCH IF GRADINGNOT COMPLETE.SP-3SM-2MA-3EN/AN/ASP-1SM-1MU-4ON ALLSLOPES 2.5:1OR GREATER(AND ISINDICATEDON PLAN)TALL FESCUE 100KOBE LESPEDEZA 10BAHIA GRASS 25RYE GRAIN 40N/ASUMMERWINTERMA-1GERMAN MILLET 40RYE GRAIN 120OVERSEED WINTERPLAINTINGS OF RYEWITH KOBE LESPEDEZAIN MARCH IF GRADINGNOT COMPLETE.SP-2SM-2MA-5DN/AN/ASPRINGORFALLSPRINGORFALLSPRINGORFALLSPRINGORFALLSEEDING SPECIFICATIONSMULCH METHODS (MU)MU-1 SLOPES (3.5:1-2.5:1)IN MID-SUMMER, LATE FALL OR WINTER, APPLY 100 LB/1,000 FT2 GRAIN STRAW, COVER WITH NETTINGAND STAPLE TO THE SLOPE. IN SPRING OR EARLY FALL USE 45 LB/1,000 FT2 WOOD FIBER IN A HYDROSEEDER SLURRY.MU-2 GENTLE TO FLAT SLOPES (<3.5:1)APPLY 90 LB/1,000 FT2 (4,000 LB/ACRE) GRAIN STRAW AND MECHANICALLY TACK OR USE NON-TOXICGLUE TACKIFIER.MU-3 GRASS-LINED CHANNELS NORTH AMERICAN GREEN S75 (OR APPROVED EQUAL). TACKACCORDING TO MANUFACTURES SPECIFICATIONS.MU-4 STEEP SLOPES (2.5:1 - 2:1 AND AS INDICATED ON PLAN) NORTH AMERICAN GREEN C125 (ORAPPROVED EQUAL) TACK ACCORDING TO MANUFACTURES SPECIFICATIONS.MAINTENANCE (MA)MA-1 REFERTILIZE IN LATE WINTER OR EARLY SPRING THE FOLLOWING YEAR. MOW AS DESIRED.MA-2 KEEP MOWED TO A HEIGHT OF 2-4 INCHES. FERTILIZE WITH 40 LB/ACRE (1 LB/1,000 FT2) NITROGENIN WINTER AND AGAIN THE FOLLOWING FALL.MA-3 INSPECT AND REPAIR MULCH AND LINING. REFERTILIZE IN LATEWINTER OF THE FOLLOWINGYEAR WITH 150 LB/ACRE 10-10-10 (3.5 LB/1,000FT2). MOW REGULARLY TO A HEIGHT OF 3-4 INCHES.MA-4 TOPDRESS WITH 10-10-10 FERTILIZER IF GROWTH IS NOT FULLY ADEQUATE.MA-5 TOPDRESS WITH 50 LB/ACRE (1 LB/1,000 FT2) NITROGEN IN MARCH. IF COVER IS NEEDED THROUGHTHE FOLLOWING SUMMER, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA.1.OBTAIN GRADING/EROSION CONTROL PLAN OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROMDEPARTMENT OF ENVIRONMENTAL QUALITY NORTH CAROLINA (NCDEQ).2.SETUP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF NC DEQ TODISCUSS EROSION CONTROL MEASURES.3.EXISTING EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED AND REPAIRED AS NECESSARY.4.MARK WETLANDS AND STREAM BUFFER WITH ORANGE CONSTRUCTION FENCING PRIOR TO ANY DISTURBANCE5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, DIVERSION DITCHES, SEDIMENT LOGS, CHECK DAMS, ANDOTHER MEASURES AS SHOWN ON SHEET C201, DISTURBING ONLY AS NECESSARY TO INSTALL THESE DEVICES.6.BEGIN GRADING AS SECTION 1 AS SHOWN ON SHEET C202, INSTALL STORM SYSTEM SHOWN ON SHEET C500 ASSOON AS GRADING PERMITS HOLDING OFF ON CB-7, CB-8 AND CB-9. INSTALL INLET PROTECTION AS STORM ISSTORM STRUCTURES ARE INSTALLED.7.AS SECTION 1 IS BROUGHT TO ROUGH GRADE INSTALL REMAINING UTILITIES.8.BEGIN FINE GRADING ROAD AND LOTS FOR SECTION 1, FOLLOW DETAIL C3 ON SHEET C200 FOR ON LOTEROSION CONTROL PLANS.9.PERMANENTLY STABALIZE AT LEAST 3 ACRES OF SECTION 1 BEFORE BEGINING SECTION 2 & 3.10.AS STEEPER SLOPES ARE GRADED INSTALL SLOPE PROTECTION.11.BEGIN SECTION 2 AND 3, FOLLOWING SHEETS C203 AND C500 ROUGH GRADE REMAIN SITE AND INSTALLREMAINING STORM, INSTALLING INLET PROTECTION ON ALL NEW STORM INLETS.12.WHEN DRAINAGE AREAS INTO STORM INLETS ARE STABALIZED REMOVE INLET PROTECTION.13.WHEN DRAINAGE AREA INTO SKIMMER BASIN 2 IS STABLIZED REMOVE SKIMMER 2.14.WHEN SECTION 1 AND 2 ARE COMPLETE (MINUS ON LOT GRADING) AND ROUGH GRADING IS COMPLETE FORSECTION 3 BEGIN CONVERSION OF SEDIMENT POND 1 INTO A POST-CONSTRUCTION STORMWATER POND.15.WHEN DRAINAGE INTO SKIMMER BASIN 3 IS STABALIZED REMOVE SKIMMER BASIN 3.16.STABILIZATION IS THE BEST FORM OF EROSION CONTROL, AS GRADED AREAS ARE BROUGHT TO FINAL GRADECONTRACTOR SHALL APPLY TEMPORARY OR PERMANENT SEEDING.17.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES ANDSTRUCTURES.18.GROUND COVER IS REQUIRED WITHIN SEVEN (7) DAYS OF TEMPORARY OR PERMANENT STOPPING OF WORKFOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1. IN ALLOTHER AREAS, GROUND COVER IS REQUIRED WITHIN 14 DAYS.19.INSTALL PERMANENT STORM WATER STRUCTURES AND MEASURES AND SWALES. REMOVE TEMPORARYSWALES AS PERMANENT MEASURES ARE INSTALLED. INSTALL INLET PROTECTION AS STORM STRUCTURESARE INSTALLED.20.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL DEVICES.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISION OFTHE NC DENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.DENUDED AREA = 23 ACRES1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATEAND COUNTY EROSION CONTROL REGULATIONS AND IS SUBJECT TO A FINE.2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE STATE AND COUNTY EROSION CONTROL REGULATIONS AND IS SUBJECT TO AFINE.3.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY AND/OR PERMANENTSEEDING OR VEGETATION IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDEDAREAS, AND IS SPECIFICALLY REQUIRED AS PART OF THE CONTRUCTION SEQUENCE SHOWN ONTHE PLAN. GROUND COVER IS REQUIRED WITHIN SEVEN (7) DAYS OF TEMPORARY ORPERMANENT STOPPING OF WORK FOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETERSLOPES, AND ALL SLOPES STEEPER THAN 3:1. IN ALL OTHER AREAS, GROUND COVER ISREQUIRED WITHIN 14 DAYS.4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF NC DEQ.5.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIREADEQUATE TERRACING.6.IF THE SAME PERSON CONDUCTS LAND DISTURBING ACTIVITY AND ANY RELATED BORROW ORWASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSITITUTE PART OF THELAND DISTRUBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDERTHE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BE THE DIVISION OF WASTEMANAGEMENT.7.ALL EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS,AND WITHIN 24 HOURS OF EVERY 1/2" RAINFALL EVENT.8.PROJECT MUST BE PHASED SO NO MORE THAN 20 ACRES IS DISTRUBED AT A TIME9.ALL EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL AREAS DRAINING TO THEM HAVEBEEN PERMANENTLY STABILIZED, AND THE CITY, COUNTY OR STATE INSPECTOR HASAUTHORIZED THEIR REMOVAL.CONSTRUCTION SEQUENCEEROSION CONTROL NOTESPROJECT IS A PROPOSED SUBDIVISION IN MARS HILL, NORTH CAROLINA CONSISTING OF 102SINGLE FAMILY HOMES, TO BE DEVELOPED ON AN EXISTING FIELD SLOPING FIELD. TO THE NORTHOF THE SITE IS A LOW DENSITY SUBDIVISION AND ADVANCED SUPER ABRASIVES.OFFSITE DRAINAGE COMES ON TO A THE SITE TO A DRAW IN THE NORTH EAST CORNER AND TOTHE THE JURISDICTIONAL STREAMS ON THE WEST AND SOUTH END OF THE SITE.THE JURISDICTIONAL STREAMS CONVERGE IN THE SOUTHEAST PORTION OF THE SITE THENFOLLOW THE RIGHT OF WAY OF PARKWAY VIEW ROAD TO A BRIDGE UNDER PARKWAY VIEW ROAD.THE SITE IS IN THE FRENCH BROAD RIVER BASIN.PROJECT NARRATIVENCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This general permit as well as the certificate of coverage, after it is received.(b)Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that must be reportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume).(a)Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(b)Anticipated bypasses and unanticipated bypasses.(c)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Division's Emergency Response personnel at [phone], [phone] or [phone].NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1. Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4. Provide ponding area for containment of treated Stormwater before dischargingoffsite.5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1. Create designated hazardous waste collection areas on-site.2. Place hazardous waste containers under cover or in secondary containment.3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1. Maintain vehicles and equipment to prevent discharge of fluids.2. Provide drip pans under any stored equipment.3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. Never bury or burn waste. Place litter and debris in approved waste containers.2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6. Anchor all lightweight items in waste containers during times of high winds.7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8. Dispose waste off-site at an approved disposal facility.9. On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3. Contain liquid wastes in a controlled area.4. Containment must be labeled, sized and placed appropriately for the needs of site.5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2. Provide staking or anchoring of portable toilets during periods of high winds or inhigh foot traffic areas.3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4. Do not stockpile these materials onsite.CONCRETE WASHOUTS1. Do not discharge concrete or cement slurry from the site.2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3. Provide stable stone access point when feasible.4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"
MIN.
& X'
MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"
MIN.
& X'
MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'
MIN 10'MINSECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedDRAINAGE PATTERN THROUGH LOTSFRONT TO THE REARREAR TO THE FRONTTO THE FRONT AND LEFTTO THE FRONT AND RIGHTTO THE FRONT, REAR AND LEFTTO THE FRONT, REAR AND RIGHTLOT EROSIONSTYLE "A"LOT EROSIONSTYLE "B"LOT EROSIONSTYLE "C"LOT EROSIONSTYLE "D"LOT EROSIONSTYLE "E"STYLE "F"LOT EROSIONAPPROVED ALTERNATIVE)(SILT FENCE ORBARRIER (TYP.)TEMP. SEDIMENTNOTES:TEMP. SEDIMENTBARRIER (TYP.)(SILT FENCE ORAPPROVED ALTERNATIVE)STREETBOCSTREETBOCSTREETBOCSTREETBOCSTREETBOCBOCSTREET(STONE OR APPROVEDALTERNATIVE)FROM CURB TO FOUNDATIONDRIVE TO RUN FROMTEMP. CONSTRUCTION ENTRANCEFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFLOWFEDCBA1.SEDIMENT BARRIERS MAY NOT BENEEDED AT CURB OR RE-ALIGNMENTSDUE TO OTHER DEVICES.2.DRIVES TO RUN FROM CURB TOFOUNDATION. DRIVE WIDTHS TO BE10' OR AS REQUIRED WITH #4 STONEOR APPROVED ALTERNATIVE.SCALE: NTSSEDIMENT AND EROSION CONTROL PLAN FOR LOTSC3TEMP. CONSTRUCTIONENTRANCE DRIVE TO RUN FROMFROM CURB TO FOUNDATION(STONE OR APPROVEDALTERNATIVE)N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEAL2018-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C200-EC.dwg
SECTION 1
2019-05-30, ISSUE DATE
2019-06-03, STORM REVISIONS
Xooo ooo ooo oooooooooooooooooooooooo
X X X X X X X X X X X X X
XooooooooooooBANKS, PARKSPIN 9757-17-1587DB 412/PG 1PB 5/PG 985WILLIS, ROBERT NEALREVOCABLE TRUSTPIN 9757-16-8879DB 424/PG 155COATES, BERNARD &KATHRYNPIN 9757-26-9841DB 600/PG 340COATES, BERNARD &KATHERYNPIN 9757-36-1776DB 588/PG 511CARPATIA, LLCPIN 9757-18-4996DB 266/PG 406CAPPS, ROBERT G. ANDWIFE,PIN 9757-27-2915DB 592/PG 442PB 6/PG 173CAPPS, ROBERT G. ANDWIFE,PIN 9757-28-3091DB 592 442PB 6/PG 131BUCKNER, RANDY ANDWIFE, SHARONPIN 9757-27-5938DB 608/PG 326PB 6/PG 173ENGLISH, MELVINEMERSONPIN 9757-39-7034XXXXExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExSSxSSxSSxSSxSSxSSxSSxR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W0+00
1+002+002+260+00
1+002+002+950+00
1+002+003+003+71TDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTD
TD
TD
TD T D T DTDTD TDTDTDTDCONSTRUCTIONLIMITS (TYP.) DIVERSION SWALE 03 DIVERSION SWALE 02 DIVERSION SWALE 04 DIVERSION SWALE-01 UPPERNAG P300 LINER (OR EQUAL) 535 LFBAFFLESSKIMMER BASIN 01<><><><><><>2290
2300EXISTING WETLAND NO DISTURBANCEADD HIGH HAZARD ORANGECONSTRUCTION FENCING TO SILTFENCE IN VICINITY OF WETLANDUNTIL NATIONWIDE PERMIT ISAPPROVEDCONSTRUCTIONENTRANCETDTDTDTDTDTDTDTDTDTDTDTDTD2280
2280
2290
22902290 22902300230023002300
23002310231023102310
23102320
232023202320
232023
2
0
2330
23302330233023402340
23402340
235
0
23502350
2350236023602360236023702370
229
0
2280 2300 DIVERSION SWALE-01 LOWER600 LF DIVERSION SWALE-05 UPPERNAG P300 LINER (OR EQUAL) 535 LFTOP SOIL STOCKPILEAREA2273.522269.972273.69SFSF8" SUBDRAINMAINTAIN AS REQ.TO BE REPLACED WITH24" CL IV RCP AS ROADBEDIS BUILT UPCBCBCB2274227622782276227822782278SFSFSFSFSFSILT FENCE(TYP) DIVERSION SWALE 03SKIMMER BASIN 04 OUTLETBAFFLESBAFFLESRIPRAP OUTLETEXTEND PERMANENTSWALE TO STREAM BANKW/ NAG PERMANENT MATTINGCBCBCBSEDIMENT LOGSIN NCDOT DITCHCONSTRUCTION LIMITSTDTDTDTD DIVERSION SWALE 08W/ LINING & CHECK DAMS2280228022902
2
8
0
2
2
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0
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<>SFSFSSxSEXISTING SANITARY SEWER MANHOLEEXISTING STORM PIPEEXISTING SANITARY SEWEREXISTING STORM STRUCTUREEXISTING CONTOUR MAJOREXISTING CONTOUR MINOREXISTING STREAMEXISTING BUILDING2100PROJECT LIMITSSFPROPOSED SILT FENCE<><><>PROPOSED BAFFLEPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR2100SLOPE/DITCH MATTINGPROPOSED DRAINAGE SWALEPROPOSED CHECK DAMINLET PROTECTIONPHASE 1 EROSION CONTROL PLANA1120'060'NPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABS & EC PLAN PH1C201 ANSI DLEGEND N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEALNOT FORCONSTRUCTION2018-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C201-EC.dwg
SECTION 1
2019-05-30, ISSUE DATE
2019-06-03, BKJ, STORM REVISIONS
2020-06-01, BKJ, EROSION CONTROL REVISIONS33
REMOVE SKIMMER BASIN 2, ADD SKIMMER BASIN 4 AND SEDIMENT TRAP 1
EDGE OF PARKWAY VIEW ROAD
2020-07-01, BKJ, MOVED CONSTRUCTION LIMITS TO
2020-09-28, BKJ, EROSION CONTROL REVISIONS3
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W142.94
'BMP-149.30'50.12'1537.72'28.14'17.33'17.25'21.48'27.90'40.57'50.18'51.98'66.31'58.34'80.11'127.6
1
'46.47'37.80'37.47'187.24'25.66'37.18'53.23'122.48'16.31'182.56'99.07'
96.71'52.59'N18° 26' 43.9"E 70.25'114.96'55.68'49.87'172.33'142.38'24.36'142.38'51.18'55.66'142.38'46.70'1312152.09'
64.39'100.00'
171.26'36.96'152.06'50.12'156.40'
141.84'
141.84'
132.92'14.32'66.38'48.79'61.28'44.75'N40° 50' 31.7"E 241.43'N18° 26' 43.9"E 114.96'N33° 13' 28.7"W 252.29'S13° 2
2
'

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1
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W

2
2
3
.
8
1
'1416157.78'193.81'R=300.00'L=92.79'121.62'109.85'ROW-N0.83 ACCOS-D1.43 AC137.14'
154.27'152.44'138.41'137.54'178.17'
147.63'S37° 44' 33"E40.23N31° 32' 57"W44.71S85° 29' 00"E107.0631+0032+0033+0034+0035+0036+0037+0038+0039+004
0
+
0
0
4
1
+
0
0
4
1
+
3
6
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0
'S83° 30' 51.2"E 426.92'N83° 29' 00.5"W 345.78'S3° 46' 02.9"W 23.08'N84° 51' 16.7"W 215.59'N84° 50' 37.9"W 560.68'N84° 50' 37.9"W 29.34'SEWEREASMENTCOS-C2.36 AC-5.0%R=66.23'L=200.91'VETER
A
N'S
CIRCLE 30FUTURE SECTION 2 - LOTS 54-591.54 AC3536'X48'ROW-S0.60 AC34'X44'36'X48'34'X44'32'X41'35'X46'36'X48'32'X41'32'X41'28'X34'32'X41'34'X44'34'X44'32'X41'32'X41'34'X44'34'X44'38'X53'38'X53'42'X58'4
2
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5
8
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'32'X41'37'x50'32'X41'9' D&UE36'X48'35'X45'34'X44'36'X48'36'X48'9'D&UE9'D&UE15' DE36'X48'28'X34'20' DE32'X41'15' DE15' DE15' DE20' DE20' DE20' DE 20' DE
20'
D
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27+590+891+002+003+004+005+006+00 7+00
8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00
19+00
20
+
0
0
2
1
+
0
022+0023+0024+0025+0026+0027+0039198243417213133187228FUTURE SECTION 3 - LOTS 73 - 913.82 ACCOS-B0.43 AC629FUTURE SECTION 3 - LOTS 92 - 1001.96 AC1122FUTURE SECTION 2 - LOTS 60 - 722.76 AC510262331FUTURE SECTION 2 - LOTS 37-533.01 AC93220100.00'4100.00'
109
.
8
4
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131.85'
115
.
8
6
'
121
.
5
8
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127
.
0
6
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133.17'
143.33'
138.55'
134.83'
139.5
4
'19.67'35.45'56.48'36.10'58.99'62.04'24.79'70.00'23.82'15.89'37.96'80.34'30.96'38.71'59.02'59.80'20.89'29.54'20.69'48.41'32.85'272520' UE20' UE 20' UE20' UE9' D&UER=
2
9
4
.
5
0
'
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8
6
.
4
6
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'

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NNHI
LL
L
ANE
D-BOON
E
-
W
A
Y (Pr)Open Space - JS : 6000.88 AC3636'X48'3834'X44'35'X46'36'X48'372272.922275.482276.642273.662273.512274.790+00
1+002+002+260+00
1+002+002+950+00
1+002+003+003+71SILT FENCE(TYP)CONSTRUCTIONLIMITS (TYP.) DIVERSION SWALE 03 DIVERSION SWALE 02 DIVERSION SWALE 04NAG P300 LINER (OR EQUAL) 220 LFSKIMMER BASIN 02 OUTLETBAFFLESSKIMMER BASIN 01Xooo ooo ooo oooooooooooooooooooooooo
X X X X X X X X X X X X X
XooooooooooooBANKS, PARKSPIN 9757-17-1587DB 412/PG 1PB 5/PG 985WILLIS, ROBERT NEALREVOCABLE TRUSTPIN 9757-16-8879DB 424/PG 155COATES, BERNARD &KATHRYNPIN 9757-26-9841DB 600/PG 340COATES, BERNARD &KATHERYNPIN 9757-36-1776DB 588/PG 511CARPATIA, LLCPIN 9757-18-4996DB 266/PG 406CAPPS, ROBERT G. ANDWIFE,PIN 9757-27-2915DB 592/PG 442PB 6/PG 173CAPPS, ROBERT G. ANDWIFE,PIN 9757-28-3091DB 592 442PB 6/PG 131BUCKNER, RANDY ANDWIFE, SHARONPIN 9757-27-5938DB 608/PG 326PB 6/PG 173ENGLISH, MELVINEMERSONPIN 9757-39-7034XXXXExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExSSxSSxSSxSSxSSxSSxSSx2280228022802290
2
2
9
0
2300
23002310
23102320
2320233
0
2330234
0
23402350
2350
2
3
5
0
23
5
0
2360
23
6
0
2
3
6
0
23
6
0 23702
3
7
0CONSTRUCTIONENTRANCE-31.7%2283.97<><><><><><><><><> DIVERSION SWALE-01 UPPERNAG P300 LINER (OR EQUAL) 535 LF DIVERSION SWALE-01 LOWERLINED WITH MATTING12" SEDIMENT LOG CHECK DAMSEVERY 1 FOOT INCREASE IN ELEVATION~600 LF DIVERSION SWALE-05 UPPERSFSFSFSFSF2286.772284.002286.00SFSFSFSFSF DIVERSION SWALE 07(ADJUST TO FINAL GRADES)2286.48SFSF2290230022
7
622842280 2
2
8
02280 229023002290<>
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<>SKIMMER BASIN 04 OUTLETBAFFLESBAFFLESSEDIMENT LOGSWETLAND (0.11 ACRES) TO BE REMOVEDPENDING APPROVAL OF NATIONWIDEPERMITSWALE WITH 2 CHECK DAMSSSxSEXISTING SANITARY SEWER MANHOLEEXISTING STORM PIPEEXISTING SANITARY SEWEREXISTING STORM STRUCTUREEXISTING CONTOUR MAJOREXISTING CONTOUR MINOREXISTING STREAMEXISTING BUILDING2100PROJECT LIMITSSFPROPOSED SILT FENCE<><><>PROPOSED BAFFLEPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR2100SLOPE MATTINGPROPOSED DRAINAGE SWALEPROPOSED CHECK DAMPHASE 2 EROSION CONTROL PLANA1120'060'NPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABS & EC PLAN PH2C202 ANSI DLEGEND N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEALNOT FORCONSTRUCTION2018-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C202-EC-REV.dwg
SECTION 1
2019-05-30, ISSUE DATE
2019-06-03, STORM REVISIONS
2020-06-01, EROSION CONTROL REVISIONS
EDGE OF PARKWAY VIEW ROAD
2020-07-01, BKJ, MOVED CONSTRUCTION LIMITS TO
4 2020-09-28, BKJ, EROSION CONTROL REVISIONS3
0+00
1+002+002+260+00
1+002+002+950+00
1+002+003+003+71CONSTRUCTIONLIMITS (TYP.)BMP-12280228022802290
2
2
9
0
2300
23002310
23102320
2320233
0
2330234
0
23402350
2
3
5
0
2360
23
6
0 23702
3
7
0 Xooo ooo ooo oooooooooooooooooooooooo
X X X X X X X X X X X X X
XooooooooooooBANKS, PARKSPIN 9757-17-1587DB 412/PG 1PB 5/PG 985WILLIS, ROBERT NEALREVOCABLE TRUSTPIN 9757-16-8879DB 424/PG 155COATES, BERNARD &KATHRYNPIN 9757-26-9841DB 600/PG 340COATES, BERNARD &KATHERYNPIN 9757-36-1776DB 588/PG 511CARPATIA, LLCPIN 9757-18-4996DB 266/PG 406CAPPS, ROBERT G. ANDWIFE,PIN 9757-27-2915DB 592/PG 442PB 6/PG 173CAPPS, ROBERT G. ANDWIFE,PIN 9757-28-3091DB 592 442PB 6/PG 131BUCKNER, RANDY ANDWIFE, SHARONPIN 9757-27-5938DB 608/PG 326PB 6/PG 173ENGLISH, MELVINEMERSONPIN 9757-39-7034XXXXExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExSSxSSxSSxSSxSSxSSxSSx2290
2300
2310
2320
2330
23402350229023002310232023302310
2320
2330
23
0
0
2310232023302340235023602300231023202280
2290
2300
231
0 103142.94
'49.30'29.76'37.72'28.14'17.33'17.25'21.48'27.90'40.57'50.18'51.98'58.34'66.31'66.31'80.11'127.6
1
'46.47'37.80'37.47'187.24'25.66'37.18'53.23'122.48'16.31'182.56'99.07'
96.71'52.59'N18° 26' 43.9"E 70.25'114.96'55.68'49.87'172.33'142.38'24.36'142.38'51.18'55.66'142.38'3
0
.
8
5
'
3
0
.
8
5
'15.85'1
5
.
8
5
'1312152.09'
64.39'100.00'
171.26'36.96'152.06'20.36'156.40'
141.84'
132.92'11.64'41.15'26.96'30.53'37.86'32'X41'32'X41'25.24'28'X34'28'X34'28'X34'32'X41'28'X34'28'X34'28'X34'37.86'28'X34'28'X34'N40° 50' 31.7"E 81.88'N18° 26' 43.9"E 114.96'N33° 13' 28.7"W 88.80'S13° 2
2
'

5
6
.
1
"
W

9
3
.
6
3
'36'X48'36'X48'36'X48'3
6
'X
4
8
'
3
6
'
X
4
8
'157.78'193.81'R=300.00'L=92.79'ROW-N0.83 ACCOS-C1.43 AC137.14'
154.27'152.44'138.41'137.54'178.17'
147.63'S37° 44' 33"E40.23N31° 32' 57"W44.71S85° 29' 00"E107.06R=259.00'L=119.06'R=267.00'L=195.61'31+0032+0033+0034+0035+0036+0037+0038+0039+004
0
+
0
0
4
1
+
0
0
4
1
+
3
6SEWEREASMENT 11.6%8.4%7.4%
-3
.
0%
-11.3
%-5.1%-4.4%-5.0%7.3%10.2%-8.0%R=66.23'L=200.91'VETE
R
A
N'S CIRCLE
5.6%28'X34'28'X34'36'X48
'28'X34'32'X41'COS-D2.36 ACROW-S0.60 AC28'X34'28'X34'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48
'
3
6
'
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4
8
'
3
6
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4
8
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36'X48
'697222788632956394832'X41'32'X41'6567666450707371749048525368357527+590+891+002+003+004+005+006+00 7+00
8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+00
19+00
20
+
0
0
2
1
+
0
022+0023+0024+0025+0026+0027+0082915551005823765783994189285624338098218454173297718938861723097102199260COS-B0.43 AC2563196101268187591192010COS-A0.88 AC2785627932'X41'3436'X48'36'X48'36'X48'32'X41'32'X41'28'X34'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'36'X48'32'X41'28'X34'28'X34'28'X34'32'X41'36'X48'36'X48'36'X48'36'X48'36'X48'41514749464544434240141516QUINN HILL L A N E PATRI
OTPL
ACE QUI
NNHILLLANEQUINNHILLLANED.BOONE
W
A
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QUINN HILL LANE36'X48'3739383632'X41'32'X41'32'X41'36'X48'2280
22802280229022902290
22902
2
9
0
22902290
2300
230023002310
231023102320
2320232023
3
0
2330233023
4
0
234023402
3
5
0
235023502360236023602370
2370SSxSEXISTING SANITARY SEWER MANHOLEEXISTING STORM PIPEEXISTING SANITARY SEWEREXISTING STORM STRUCTUREEXISTING CONTOUR MAJOREXISTING CONTOUR MINOREXISTING STREAMEXISTING BUILDING2100PROJECT LIMITSSFPROPOSED SILT FENCE<><><>PROPOSED BAFFLEPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR2100SLOPE MATTINGPROPOSED DRAINAGE SWALEPROPOSED CHECK DAMINLET PROTECTIONFINAL GRADING PLANA1120'060'NPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABS & EC PLAN PH3C203 ANSI DLEGEND N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEALNOT FORCONSTRUCTION2019-10-01EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C204-EC-REV.dwg
SECTION 1
2019-05-30, ISSUE DATE
2019-06-03, STORM REVISIONS
2019-10-01, FINAL GRADING PLAN SHEET ADDED
WCB-5CB-2CB-11CB-9CB-8WWWWWWW
S
SS
SSS 131918121716SS CB-13CB-1446
.
7
0
'N33° 13' 28.7"W 252.29'S13° 22' 56.1"W 223.81'R=300.00'L=92.79'1.43 ACS85° 29' 00"E107.06R=259.00'L=119.06'R=2
6
7
.
0
0
'L=195.
6
1'31+0032+0033+0034+0035+0036+0037+0038+0039+004
0
+
0
0
41
+
0
0
41
+
3
6 11.6%8.4%7
.
4%
-3.
0
%
-11.3%7.3%10.2%-8.0%5.6%5+006+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0033 FUTURE SECTION 3 - LOTS 92 - 1001.96 ACFUTURE SECTION 2 - LOTS 60 - 722.76 ACFUTURE SECTION 2 - LOTS 37-53FUTURE SECTION 2 - LOTS 54-591.54 AC100.00'70.00'23.82'24.79'20' DE20' DE R=300.00'L=92.79'S67° 45' 40"E216.65N85° 54' 01"E209.90N
4
3
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5
5
'

2
9
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94
.
9
3R=259.00'L=119.06'R=2
6
7
.
0
0
'L=195.
6
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0
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0
0
41
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41
+
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.
4%
-3.
0
%
-11.3%7.3%10.2%-8.0%P
A
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O
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P
L
A
C
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5.6%36'X48'36'X48'36'X48'36'X48'36'X48'36'X
48
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36
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36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48
'36'X48'36'X48'36'X48
'64456746374766636169706862604965485057515271595836555456STA:16+76.88OFF:64.04' L2345' - 2295'2295' - 2345'33+50.00 - 37+50.0033+50.00 - 37+50.00PATRIOT PLACE PROFILE2295230023102320233023402300231023202330234033+5034+0035+0016.5036+0035.5737+0037+5034+0035+0016.5036+0035.5737+0037+50Profile Data2304.312303.55EG 2307.01FG 2305.392310.802307.222314.282309.052317.872310.88EG 2320.92FG 2312.712324.442314.552327.862316.382331.352318.21EG 2333.95FG 2320.042335.872321.882337.192323.712337.952325.54EG 2339.04
FG 2327.37
2339.22
2329.20
2370' - 2320'2320' - 2370'37+50.00 - 41+36.0037+50.00 - 41+36.00PATRIOT PLACE PROFILE2320233023402350236023702330234023502360237037+5038+0045.4739+0040+0041.0841+0041+3638+0045.47
39+0040+0041.08
41+0041+36Profile Data7.33%8.39%33+50.00 2301.53'  Δ=0.01%33+68.40 2303.07'  Δ=1.06%34+00 2305.39' 7.33%35+00 2312.71' 7.33%36+00 2320.04' 7.33%
37+00 2327.37' 7.33%
PC: 35+16.50 2313.92'MID: 35+76.03 2318.29'PT: 36+35.57 2322.65'
2339.59
2332.87
EG 2340.28
FG 2334.70
2341.33
2336.53
2341.95
2338.36
2342.94
2340.20
EG 2344.57
FG 2342.03
2346.59
2343.86
2348.90
2345.69
2351.46
2347.53
EG 2354.08
FG 2349.36
2356.78
2351.19
2359.51
2353.02
2361.69
2354.58
EG 2363.13
FG 2355.60
2362.75
2356.35
38+00 2334.70'
39+00 2342.03'
40+00 2349.36'
41+00 2355.60'2.00%3.00%PC: 38+45.47 2338.03'MID: 39+43.27 2345.20'PT: 40+41.08 2352.37'HPTS: 41+00.00HPTE: 2355.604'PVIS: 40+75.00PVIE: 2354.85'K: 11.55LVC: 50.00'BVCS: 40+50.00
BVCE: 2353.02'
EVCS: 41+00.00
EVCE: 2355.60'PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSTREET P&PC303 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2020-11-19PLANC1EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C303-SEC2-ROAD.dwg
SECTION 2 NEXISTING GRADEPROPOSED GRADEPROFILE SCALE: H 1"=50' V 1"=5'PROFILE SCALE: H 1"=50' V 1"=5'EXISTING GRADEPROPOSED GRADE
2315' - 2270'2270' - 2315'6+25.00 - 8+60.006+25.00 - 8+60.00QUINN HILL LANE PROFILE2270228022902300231022802290230023106+257+008+008+607+008+008+60Profile DataEG 2282.94FG 2295.432283.702296.812284.582298.18EG 2285.24FG 2299.682286.722301.382288.442303.292291.192305.41EG 2294.59FG 2307.742296.932310.272300.622313.02EG 2301.56FG 2314.17 LPTS: 6+73.45LPTE: 2298.10'PVIS: 7+65.00PVIE: 2303.14'K: 30.00LVC: 183.11'BVCS: 6+73.45BVCE: 2298.10'EVCS: 8+56.56EVCE: 2313.77'WWCB-5CB-2CB-11CB-3CB-1CB-4FES-4 CB-9CB-8WWWWWSS1716SS CB-13CB-1450.12'R=300.00'L=92.79'S85° 29' 00"E107.06R=259.00'L=119.06'31+0032+0033+0034+0035+0036+0011.6%8.4%5.6%36'X48'4+005+006+00 7+00 8+009+0010+0011+0012+0033FUTURE SECTION 3 - LOTS 92 - 1001.96 ACFUTURE SECTION 2 - LOTS 60 - 722.76 AC3132100.00'100.00'109.84'56.48'58.99'62.04'36.10'70.00'23.82'24.79'9'20' DE20' DE 20' DE R=300.00'L=92.79'S67° 45' 40"E216.65R=259.00'L=119.06'31+0032+0033+0034+0035+0036+0011.6%8.4%5.6%36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48
'406737664169706838653971362370' - 2320'2320' - 2370'16+85.00 - 19+77.5016+85.00 - 19+77.50QUINN HILL LANE PROFILE2320233023402350236023702330234023502360237016+8517+0001.3218+0019+0019+7817+0001.32
18+0019+0019+78Profile DataEG 2361.50
FG 2355.67
EG 2359.58
FG 2353.94
2355.92
2351.07
2351.88
2348.19
2348.49
2345.32
EG 2346.13
FG 2342.44
2343.24
2339.57
2340.34
2336.69
2337.29
2333.82
EG 2334.34
FG 2330.94
2331.31
2328.07
2327.73
2325.19
2325.40
2322.32
EG 2325.19
FG 2322.03 -11.50%PC: 17+01.32 2353.79'
MID: 18+47.32 2337.00'
W xW
x
W
S
S
S 13191211142.94
'49.30
'
96.71'52.59'46
.
7
0
'N33° 13' 28.7"W 252.29'S13° 22' 56.1"W 223.81'16COS-D1.43 AC152.44'138.41'137.54'N31° 32' 57"W44.712
6
7.
0
0
'
9
5
.
6
1'
4
0
+
0
0
41
+
0
0
41
+
3
6
S13° 22' 56.1"W 817.50'
7
.
4%
-3.
0
%
-11.3%-8.0%3
6
'
X
4
8
'
36'
X
4
8
'16+0017+0018+0019+00
20+
0
01718 FUTURE SECTION 3 - LOTS 73 - 913.82 ACFUTURE SECTION 2 - LOTS 54-591.54 AC9
4.5
0'
=
2
8
6.4
6'15'
DE
15'
D
E
20' DE
N
4
3
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5
5
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2
9
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E
94
.
9
3
2
6
7.
0
0
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9
5
.
6
1'
4
0
+
0
0
41
+
0
0
41
+
3
6
S13° 22' 56.1"W 817.50'
7
.
4%
-3.
0
%
-11.3%-8.0%P
A
T
RI
O
T
P
L
A
C
E
36
'
X
4
8
'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'36'X48'
36'X48'36'X48'36'X48'36'X48'4760494850575152595855545653STA:20+21.19OFF:41.80' LSTA:16+76.88OFF:64.04' LPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSTREET P&PC304 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2020-11-19PLANC1EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C303-SEC2-ROAD.dwg
SECTION 2 100'050'PROFILE SCALE: H 1"=50' V 1"=5'PLANC4N100'050'NEXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADEPROFILE SCALE: H 1"=50' V 1"=5'
2362' - 2300'2300' - 2362'8+60.00 - 12+00.008+60.00 - 12+00.00QUINN HILL LANE PROFILE23002310232023302340235023602310232023302340235023608+609+0037.3810+0059.6111+0012+009+0037.3810+0059.6111+0012+00Profile Data2385' - 2350'2350' - 2385'12+00.00 - 16+85.0012+00.00 - 16+85.00QUINN HILL LANE PROFILE235023602370238023602370238012+0018.1913+0014+0023.9915+0058.0616+0016+8518.19
13+0014+0023.99
15+0058.06
16+0016+85Profile DataEG 2301.56FG 2314.172303.982315.92EG 2307.71FG 2318.822311.082321.722315.322324.632320.292327.53EG 2325.41FG 2330.432331.562333.332337.182336.242341.592339.14EG 2345.38FG 2342.042348.892344.952352.582347.852355.492350.75EG 2358.75FG 2353.66 11.61%9+00 2318.82' 11.61%10+00 2330.43' 11.61%11+00 2342.04' 11.61%12+00 2353.66' 11.61%PT: 9+37.38 2323.16'PC: 10+59.61 2337.35'MID: 11+38.90 2346.56'
EG 2358.75
FG 2353.66
2361.81
2356.55
2363.33
2359.22
2365.51
2361.58
EG 2367.35
FG 2363.63
2369.28
2365.36
2370.65
2366.78
2371.65
2367.89
EG 2373.02
FG 2368.68
2374.29
2369.16
2375.25
2369.34
2375.67
2369.19
EG 2375.81
FG 2368.74
2375.48
2367.97
2374.47
2366.89
2372.99
2365.50
EG 2371.72
FG 2363.79
2368.39
2361.78
2365.87
2359.45
2362.83
2356.81EG 2361.50
FG 2355.67
BVCS: 12+18.87
BVCE: 2355.85'
EVCS: 16+81.13
EVCE: 2356.11'
PT: 12+18.19 2355.77'
PC: 14+23.99 2369.15'
MID: 14+91.03 2368.94'
PT: 15+58.06 2366.48'WW
SCOWPHASE 3R=300.00'L=92.79'N
4
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'36'X48'36'X48'697068715958STA:16+76.88OFF:64.04' L157.78'R=300.00'L=92.79'S85° 29' 00"E107.0631+0032+004
1
+
0
0
4
1
+
3
6
S83° 30' 51.2"E 426.92'11.6%-3
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1
+
0
0
4
1
+
3
6
S83° 30' 51.2"E 426.92'11.6%-3
.
0%10.2%-8.0%5.6%6+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0016+0017+0024.79'GRADE TEMP.DITCH TO PIPE INVERTEL. 2282.69CB-9CB-831+0032+004
1
+
0
0
4
1
+
3
6 11.6%10.2%-8.0%5.6%989594927879778183828084858688879199979672749373759089QUINN HILL LANEPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSTREET P&PC305 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2020-11-19EDEN ROCK VILLAGE
CONSTRUCTION PLAN
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
1018020-C306-SEC3-ROAD.dwg
SECTION 3 PLANC1100'050'PROFILE SCALE: H 1"=50' V 1"=5'NEXISTING GRADEPROPOSED GRADEPROFILE SCALE: H 1"=50' V 1"=5'EXISTING GRADEPROPOSED GRADE2020-12-30, BKJ, ADDED PLAN VIEW
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XooooooooooooWILLIS, V. J. & WANDA H.PIN 9757-37-4342DB 119/PG 285WILLIS, ROBERT NEALREVOCABLE TRUSTPIN 9757-16-8879DB 424/PG 155COATES, BERNARD &KATHRYNPIN 9757-26-9841DB 600/PG 340COATES, BERNARD &KATHERYNPIN 9757-36-1776DB 588/PG 511CARPATIA, LLCPIN 9757-18-4996DB 266/PG 406WIFE,PIN 9757-27-2915DB 592/PG 442PB 6/PG 173CAPPS, ROBERT G. ANDWIFE,PIN 9757-28-3091DB 592 442PB 6/PG 131BUCKNER, RANDY ANDWIFE, SHARONPIN 9757-27-5938DB 608/PG 326PB 6/PG 173ENGLISH, MELVINEMERSONPIN 9757-39-7034XXXXXExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExExSSxSSxSSxSSxSSxSSxSSx103N18° 26' 43.9"E 70.25'1232'X41'32'X41'28'X34'28'X34'28'X34'32'X41'28'X34'28'X34'28'X34'28'X34'28'X34'N40° 50' 31.7"E 81.88'N18° 26' 43.9"E 114.96'N33° 13' 28.7"W 88.80'S13° 2
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+
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0
2
1
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0
022+0023+0024+0025+0026+0027+0082915551005823765783994189285624338098218454173297718938861723097102199260COS-B0.43 AC2563196101268187591192010COS-A0.88 AC2785627932'X41'3436'X48'36'X48'36'X48'32'X41'32'X41'28'X34'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'32'X41'36'X48'32'X41'28'X34'28'X34'28'X34'32'X41'36'X48'36'X48'36'X48'36'X48'36'X48'41514749464544434240141516QUINN HIL L L A N E PATRI
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ACE QUINNHILLLANEQUINNHILLLANED.BOONE WAY
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BENDSPROPOSED 360 LF OF8" WATERLINE(TEE TO CONNECTION TO EX. 4")BY TOWN OF MARS HILL6" WL 348LFHYDRANT TO TEE1-22.5° BEND5-11.25° BENDS6"X8"X8" TEEW/ 2 GATE VALVESIN VALVE BOXES
8" WL 189 LF
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6" WL 71 LFTEE TO HYDRANT2-11.25° BENDS6"
D
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LFHYDRANT TO
TEE8-11.25°
BENDS
6" DIP WL 490 LF
HYDRANT TO
HYDRANT
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HYDRANT W/ TEE A
N
D

6
"
VALVE
HYDRANT W/ TEE AND 6" VALVETEMP DEAD END SEE DETAIL C604-B1CROSS OVER SANITARYSEE DETAIL C604-A4 CROSS OVERSTORMSEE DETAIL C604-A4
6
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6
6

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HYDRANT W/ TEE AND 6"
VALVE 6" DIP WL 149 LFTEE TO VALVE1-11.25° BEND397 LF OF 6" DIP WL VALVE TOHYDRANT5 - 11.25° BENDS
534 LF OF 6" DIP WL HYDRANT
TO VALVE
5 - 11.25° BENDS
PERMANENT WATEREASEMENT LOCATIONTOWN OF MARS HILLTO BE AQUIREDAPPROXIMATE NC DOTRIGHT-OF-WAYLOCATIONPROPOSEDPERMANENT 20' WATER EASEMENT.C
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4CROSS OVER SANITARYSEE DETAIL C604-A4CROSS OVER SANITARYSEE DETAIL C604-A46" TEE WITH TWO (2) GATEVALVES4" SANITARY SEWERLATERAL &CLEANOUT (TYP.)1" WATER LATERAL AND DOUBLEMETER BOX (TYP.)SSMH-3SSMH-14SSMH-13W22.5° BEND45° BENDSSxSEXISTING SANITARY SEWER MANHOLEEXISTING STORM PIPEEXISTING SANITARY SEWEREXISTING STORM STRUCTUREEXISTING CONTOUR MAJOREXISTING CONTOUR MINOREXISTING STREAMEXISTING BUILDING2100PROJECT LIMITSSFPROPOSED SILT FENCE<><><>PROPOSED BAFFLEPROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR2100PROPOSED DRAINAGE SWALEOVERALL UTILITY PLANA1120'060'NPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABOVERALL UTILITY PLANC400 ANSI DLEGENDEDEN ROCK VILLAGE
UTILITY PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
O
R
THCAROLINAPR
OFESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEAL2018-05-30BKJ
2019-05-30
SUBDIVISION PLAT
BRAD JOHNSON, PE
BKJ
BKJ
2019-05-30, ISSUE DATE1018020-C400-WATER.dwg
2019-09-27, BKJ, REVISIONS PER DEQ COMMENTS DATED 2019-09-04
2020-01-10, BKJ, REVISIONS PER TOWN OF MARS HILL
WWWWSSS
SCOWWSCOSCOWW SCOSCOSCOWxWxWxWxWxWxWxWxWxWxWxWWWA3WEXISTING4" WLPROPOSED CONNECTIONTO EXISTING 4" WLPROPOSED 360 LF OF8" WATERLINE(TEE TO CONNECTION TO EX. 4")BY TOWN OF MARS HILLCROSS OVERSTORMSEE DETAILC604-A36" GATE VALVEW/ TEMP DEAD ENDSEE DETAIL C604-B16" DIP WL 149LF TEE TOVALVE1-11.25° BEND6" WL 348LFHYDRANT TO TEE1-22.5° BEND5-11.25° BENDSCROSS OVER SANITARYSEE DETAIL C604-A3CB-5CB-2C
B
-
1
1CB-3CB-1CB-4CB-12 CB-7CB-6 FES-4CROSS OVER STORMSEE DETAIL C604-A421R/WR/WR/WR/WR/WR/WR/WBMP-1R =3 0 0 .0 0 '
L =9 2 .7 9 '
S85° 29'

0
0
"
E
107.06
31+00
32+00
33+00 SEWEREASMENT8.4%
3+00 4+00 5+00
6+00COS-A1.99 AC20' UE20' UE20' UE20' UE 9'D&UE
2
0
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D
E 20' DE20' DE20' DEGRADE TEMP.DITCH TO PIPE INVERTEL. 2282.694" SANITARY SEWERLATERAL &CLEANOUT (TYP.)1" WATER LATERALAND DOUBLE METERBOX (TYP.)6" TEE WITHTWO (2)GATE VALVES6" DIP WL 57 LFTEE TO HYDRANT1-22.5° BENDHYDRANT W/ TEEAND 6" VALVETEMP DEAD END SEEDETAIL C604-B1OUT-1FES-1CB-9
CB-82298' - 2260'2260' - 2298'-0+02.50 - 4+80.00AL-SSN-1-A PROFILE2260227022802290227022802290-0+020+0000.001+0085.002+003+0055.004+0025.004+800+0000.001+0085.002+003+0055.00
4+0025.00
4+802298' - 2260'2260' - 2298'-0+10.00 - 1+30.00AL-SSN-1-D PROFILE2260227022802290227022802290-0+100+0000.001+001+300+0000.00
1+001+30185.00' of 8" DIP @ 2.90%170.00' of 8" DIP @ 3.30%185.00' of 8" DIP @ 2.90%170.00' of 8" DIP @ 3.30%185.00' of 8" DIP @ 2.90%170.00' of 8" DIP @ 3.30%70.00
'
of 8"
SS
@ 3.00%52.00' of 8" SS @ 2.00%SSMH-1STA:1+85.00RIM:2281.88'INV IN:2275.87' 8"INV IN:2275.46' 8"INV OUT:2275.37' 8"
SSMH-2
STA:3+55.00
RIM:2288.56'
INV IN:2281.68' 8"
INV OUT:2281.48' 8"
SSMH-3
STA:4+25.00
RIM:2292.58'
INV IN:2283.98' 8"
INV IN:2283.98' 8"
INV OUT:2283.78' 8"
EX. SSMH-ASTA:0+00.00RIM:2275.07'INV IN:2270.00' 8"FIELD VERIFY EXISTINGOUTGOING INVERTCONTACT ENGINEER AT(828) 620-8759 6" DIP ~EL. 2276.98' BOTTOM@ CROSSING6" DIP ~EL. 2286.45' BOTTOM@ CROSSING52.00' of 8" SS @ 2.00%52.00' of 8" SS @ 2.00%CAP END OF PIPESSMH-3
STA:4+25.00
RIM:2292.58'
INV IN:2283.98' 8"
INV IN:2283.98' 8"
INV OUT:2283.78' 8"118.00
'
of DIP
@
3.00%CAP END OF PIPE12"
MIN.
12"
MIN.30" RCP ~EL. 2282.69' BOTTOM@ CROSSING24"MIN.120'060'UTILITY PROFILEC3UTILITY PLANA180'040'120'060'UTILITY PROFILEC3PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABUTILITY P&PC501 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2019-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
SECTION 1
2019-05-30, ISSUE DATE
2019-06-03, BKJ, STORM REVISIONS
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
1018020-C400-UTILITIES.dwg N
WWWWSCOWWWWSCOWWSCOSCO SCOWxWxWxWxWxWx WWWCROSS OVERSTORMSEE DETAILC604-A36" GATE VALVEW/ TEMP DEAD ENDSEE DETAIL C604-B16" DIP WL 149LF TEE TOVALVE1-11.25° BEND6" WL 348LFHYDRANT TO TEE1-22.5° BEND5-11.25° BENDSCROSS OVER SANITARYSEE DETAIL C604-A3 CB-5CB-2CB-11CB-3CB-1CB-4CB-12CB-7CB-6FES-4CROSS OVER STORMSEE DETAIL C604-A44" SANITARY SEWERLATERAL &CLEANOUT (TYP.)1" WATER LATERALAND DOUBLE METERBOX (TYP.)6" TEE WITHTWO (2)GATE VALVES6" DIP WL 57 LFTEE TO HYDRANT1-22.5° BENDHYDRANT W/ TEEAND 6" VALVETEMP DEAD END SEEDETAIL C604-B1CB-9CB-8WWWWWWWWWWSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOWWWWWWWWW397 LF OF 6" DIP WL VALVE TOHYDRANT5 - 11.25° BENDS
SS1716SSCB-13CB-14R=300.00'L=92.79'S67° 45' 40"E216.65R=259.00'L=119.06'31+0032+0033+0034+0035+0036+00PATRIOT PLACE406737666970683865397136R/WR/WR/WBMP-1R=300.00'L=92.79'S85° 29' 00"E107.06R=259.00'L=119.06'31+0032+0033+0034+0035+0036+00SEWEREASMENT27+590+891+002+003+004+005+006+00 7+00
27+002720' UE 9' D&UE9'D&UE15' DE15' DE20' DE20' DE 20' DE20' DE
2335' - 2275'2275' - 2335'-0+10.00 - 5+00.00AL-SSN-1-D PROFILE2275228022902300231023202330228022902300231023202330-0+100+0000.001+0053.002+003+004+0098.005+000+0000.00
1+0053.00
2+003+004+0098.005+00SSMH-3
STA:4+25.00
RIM:2292.58'
INV IN:2283.98' 8"
INV IN:2283.98' 8"
INV OUT:2283.78' 8"
SSMH-16
STA:1+53.00
RIM:2293.39'
INV IN:2288.77' 8"
INV OUT:2288.57' 8"
SSMH-17
STA:4+98.00
RIM:2319.63'
INV IN:2313.10' 8"
INV OUT:2312.92' 8"153.00'
of
DIP @
3
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3
4
5
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0
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SDR
-
3
5
@

7
.
0
0%UTILITY PLANA180'040'120'060'UTILITY PROFILEC3PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABUTILITY P&PC504 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2019-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
SECTION 2
2019-05-30, ISSUE DATE
2019-06-03, BKJ, STORM REVISIONS
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
1018020-C400-UTILITIES-PH2.dwgN
WWWWW WWWWWWWWWW
SCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOSCOWWW
WHYDRANT W/ TEE AND 6"VALVE534 LF OF 6" DIP WL HYDRANTTO VALVE5 - 11.25° BENDS SSS191817N85° 54' 01"E209.90N
4
3
°

5
5
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2
9
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E
94
.
9
3R=267.00'L=195.61'36+0037+0038+0039+0040+00
41
+
0
045'ROW(TYP.)18'EP-EP(TYP.)PATRIOTPLACE64454642476361414462 6049436548505259R=267.00'L=195.61'36+0037+0038+0039+0040+00
41
+
0
0
17+006
'15' DE
15'

D
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2360' - 2305'2305' - 2360'4+96.00 - 9+20.00AL-SSN-1-D PROFILE23052310232023302340235023602310232023302340235023604+9698.005+006+007+008+0023.0093.009+009+2098.005+006+007+008+0023.00
93.00
9+009+20SSMH-17
STA:4+98.00
RIM:2319.63'
INV IN:2313.10' 8"
INV OUT:2312.92' 8"
3
2
5
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0
0
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SDR
-
3
5
@

7
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5
0%
SSMH-18
STA:8+23.00
RIM:2343.48'
INV IN:2337.48' 8"
INV OUT:2337.48' 8"
7
0
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0
0
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-
3
5
@

7
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0
0%
SSMH-19
STA:8+93.00
RIM:2348.49'
INV OUT:2342.38' 8"UTILITY PLANA180'040'120'060'UTILITY PROFILEC3PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABUTILITY P&PC505 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2019-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
SECTION 2
2019-05-30, ISSUE DATE
2019-06-03, BKJ, STORM REVISIONS
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
1018020-C400-UTILITIES-PH2.dwgN
WSCOWx WxEX. HYDRANTWWWWWWWWWWWWWWSCOSCOSCOSCOSCOSCOSCOSCOSCO SCOSCOSCOSCOWW6" DIP WL 293 LFHYDRANT TO TEE8-11.25° BENDS6" DIP WL 66 LFTEE TO HYDRANTHYDRANT W/ TEE AND 6" VALVETEMP DEAD END SEE DETAIL C604-B1CROSSING OVER SANITARYSEE DETAIL C604-A4SSS 13191211N43° 55' 29"E94.93'40+0041+0041+36S
1
3
°

2
2
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5
6
.
1
"
W

8
1
7
.
5
0
'PATRIOTPLACE60494850575152595855545653STA:20+21.19OFF:41.80' LSTA:16+76.88OFF:64.04' LN33° 13' 28
.
7
"
W

2
5
2
.
2
9
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S13° 22' 56.1"W 223.81'N31° 32' 57"W44.71 '40+0041+0041+36S
1
3
°

2
2
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5
6
.
1
"
W

8
1
7
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5
0
'S83° 30' 51.2"E 426.92'14+0015+0016+0017+0018+0019+0020+0021+00294.50'86.46'15' DE2370' - 2305'2305' - 2370'10+04.00 - 13+42.00AL-SSN-1-B PROFILE23052310232023302340235023602370231023202330234023502360237010+0407.0011+0067.0012+0013+0022.0013+4207.00
11+0067.00
12+0013+0022.00
13+42SSMH-12
STA:11+67.00
RIM:2338.25'
INV IN:2330.41' 8"
INV OUT:2330.21' 8"
SSMH-13
STA:13+22.00
RIM:2356.26'
INV IN:2345.96' 8"
INV OUT:2345.76' 8"
SSMH-11
STA:10+07.00
RIM:2319.92'
INV IN:2314.37' 8"
INV OUT:2314.37' 8"UTILITY PLANC180'040'PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABUTILITY P&PC506 ANSI D
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEALNOT FORCONSTRUCTION2019-05-30EDEN ROCK VILLAGE
CONSTRUCTION PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
SECTION 2
2019-05-30, ISSUE DATE
2019-06-03, BKJ, STORM REVISIONS
BKJ
2019-05-30BRAD JOHNSON, PE
BKJ
BKJ
1018020-C400-UTILITIES-PH2.dwgN
PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABEROSION DETAILSC601
1018020-C600-DETAILS.dwg
ANSI D WATER TABLE*12" MIN. SPACING TYP.NOTES:PUBLIC STREETEXISTING GROUNDPUBLIC STREETAAB
CBC4"-6"1.6.7.2.5.4.3.1.5' MIN.3:1 SLOPE MAX4-8% C125BN LINER1-4% S75 LINERSEE DETAIL C501-B2 FOR LINERINSTALLATION0.75 MIN.NOTES:1.1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.2.2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, ANDELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUTAREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.3.3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT ASNECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.4.4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE ANDDISPOSED OF AT AN APPROVED WASTE SITE.5.5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED ANDMULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR.GENERAL NOTES:1.UNIFORMLY GRADE A SHALLOWDEPRESSION APPROACHING THEINLET.2.DRIVE 5-FOOT STEEL POSTS 2 FEETINTO THE GROUND SURROUNDING THEINLET. SPACE POSTS EVENLY AROUNDTHE PERIMETER OF THE INLET, AMAXIMUM OF 4 FEET APART.3.SURROUND THE POSTS WITH WIREMESH HARDWARE CLOTH. SECURE THEWIRE MESH TO THE STEEL POSTS ATTHE TOP, MIDDLE, AND BOTTOM.PLACING A 2-FOOT FLAP OF THE WIREMESH UNDER THE GRAVEL FORANCHORING IS RECOMMENDED.4.PLACE CLEAN GRAVEL (NC DOT #5 OR#57 STONE) ON A 2:1 SLOPE WITH AHEIGHT OF 16 INCHES AROUND THEWIRE, AND SMOOTH TO AN EVENGRADE.5.ONCE THE CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED, REMOVEACCUMULATED SEDIMENT, ANDESTABLISH FINAL GRADINGELEVATIONS.6.COMPACT THE AREA PROPERLY ANDSTABILIZED IT WITH GROUNDCOVER.FILTEREDWATER2:1NATURAL GROUNDNOTE:1.LONGITUDINAL SLOPE OF DITCH TO BE 1%2.DIVERSIONS USED FOR MORE THAN 30 DAYS USESEEDING SPECIFICATION 'B' (SEE 801-A5)3.PERMANENT DIVERSIONS USE SEEDING SPECIFICATION'E' (SEE 801-A5)1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHENUSING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTEDSOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THEWIDTH OF THE BLANKET.3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDEAGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BEPLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4.PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLESSTAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.5.FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.6.ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED.7.IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLEROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.8.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6"(15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING9.* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLYANCHOR THE BLANKETS.F
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EFLOWGENERAL NOTES:1.WOVEN FILTER FABRIC BE USED WHERE SILT FENCEIS TO REMAIN FOR A PERIOD OF MORE THAN 30DAYS.2.STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OFTHE SELF-FASTENER ANGLE STEEL TYPE.3.TURN SILT FENCE UP SLOPE AT ENDS.4.ORANGE SAFETY FENCE IS REQUIRED AT BACK OFSILT FENCE WHEN GRADING IS ADJACENT TO SWIMBUFFERS, STREAMS OR WETLANDS (REFER TOSWIM BUFFER GUIDELINES). THE COLOR ORANGE ISRESERVED FOR VISUAL IDENTIFICATION OFENVIRONMENTALLY SENSITIVE AREAS.5.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4ACRE PER 100 FT OF FENCE.6.SLOPE LENGTHS CAN NOT EXCEED CRITERIASHOWN IN TABLE 6.62A NORTH CAROLINA EROSIONAND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL.7.DO NOT INSTALL SEDIMENT FENCE ACROSSSTREAMS, DITCHES, WATERWAYS OR OTHER AREASOF CONCENTRATED FLOW.MAINTENANCE NOTES:1.FILTER BARRIERS SHALL BE INSPECTED BY THEFINANCIALLY RESPONSIBLE PARTY OR HIS AGENTIMMEDIATELY AFTER EACH RAINFALL AND AT LEASTDAILY DURING PROLONGED RAINFALL. ANY REPAIRSNEEDED SHALL BE MADE IMMEDIATELY.2.SHOULD THE FABRIC DECOMPOSE OR BECOMEINEFFECTIVE PRIOR TO THE END OF THE EXPECTEDUSABLE LIFE AND THE BARRIER STILL ISNECESSARY, THE FABRIC SHALL BE REPLACEDPROMPTLY.3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHENDEPOSITS REACH APPROX. HALF THE HEIGHT OFTHE BARRIER. ANY SEDIMENT DEPOSITSREMAINING IN PLACE AFTER THE SILT FENCE ISREMOVED SHALL BE DRESSED TO CONFORM TO THEEXISTING GRADE, PREPARED AND SEEDED.NOTES:1.REFER TO NCESCPDMSECTION #6.64 FORADDITIONAL DESIGNSPECIFICATIONSREGARDING SKIMMERSEDIMENT BASINS.2.SEE TABLE FORDIMENSIONSDRAINAGEAREA(ACRES)MIN.LENGTH TOWIDTHRATIOMAX.LENGTH TOWIDTHRATIOMIN.VOLUMEREQUIREDSURFACEAREAREQUIRED< 10 AC.2:16:11800(CU. FT.PER AC.DISTURBED)325(SQ. FT.PER CFSQ10)SKIMMER SEDIMENTBASIN DESIGNCRITERIAPLAN VIEWCROSS-SECTION VIEWAVERAGEWIDTH=AREA*LENGTH* AREA OF BASIN WATERSURFACE AT TOP OFPRIMARY SPILLWAYT=1.5' MIN.15' X15' MIN. OR ASREQUIRED TOCONTAIN WASTECONCRETE2' MIN.3:1 OR FLATTERSIDE SLOPESGROUNDSURFACESIGN TO INDICATETHE LOCATION OFTHE CONCRETEWASHOUT AREABERM AROUND PERIMETER12"12" MIN.6' MAX.2'-0"STEEL POSTFILTER FABRIC2'-6"
2'-0"8" MIN.4" MIN.2' MIN.1'-6" MIN.COMPACTED BERM2' MIN.FILL SLOPE19- GAGEHARDWARECLOTH (14"MESHOPENINGS)4' MAX.2'16" MIN.2'NCDOT #5 OR #57 WASHED STONENCDOT #5 OR #57 WASHED STONEPERSPECTIVE VIEWWATER SURFACEØEND VIEWFRONT VIEWARM ASSEMBLY'C' ENCLOSUREWATER ENTRY UNITPVC VENTPIPESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEESCHEDULE 40PVC PIPEPVC PIPE 12 "HOLES INUNDERSIDEPVC END CAPFLEXIBLEHOSEPVC ELBOWPVC ENDCAPPVC TEEEMBANKMENTINFLOWSTRUCTURELENGTHSKIMMERDEWATERINGDEVICE10'MIN.BAFFLESEMERGENCYSPILLWAY(L)BAFFLESINFLOWSTRUCTUREDEWATERINGZONEFILTER FABRICSEDIMENTSTORAGEZONEH=2' MIN.ANTI-SEEPCOLLAREMERGENCYSPILLWAYEMBANKMENTW=5' MIN.Z=5' MAX.6" MAX.DEPTH OFFLOW OVEREMERGENCYSPILLWAY1' MIN.FREEBOARD1' MIN.NOTES:1.A STABILIZED ENTRANCE PAD OF 6" OF 2-3" COARSE AGGREGATE SHALL BE LOCATED WHERETRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.2.FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THECONSTRUCTION ENTRANCE.3.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.4.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BEREMOVED IMMEDIATELY.5.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING APUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITHCRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.50' MIN.SOIL STABILIZATION FABRICUNDER 6" OF 2-3" OF COARSEAGGREGATE14' MIN.1.LAY BLANKETS LOOSELY AND STAKE OR STAPLETO MAINTAIN DIRECT CONTACT WITH THE SOIL.DO NOT STRETCH.2.* DIMENSIONS SHOWN ARE MINIMUM,MANUFACTURED PRODUCTS MAY HAVEADDITIONAL REQUIREMENTS THAT MUST BE MET.3.SLOPE SURFACE SHALL BE FREE OF ROCKS, SOILCLODS, STICKS, GRASS. MAT/BLANKETS SHALLHAVE GOOD SOIL CONTACT.NON-WOVEN GEOTEXTILE FILTERCLOTH FABRIC 4' ABOVE SOURCEWATER.KEY/ANCHORMATERIAL AT TOPOF SLOPEKEY/ANCHORMATERIAL TO TOEOF SLOPECRITICAL POINTS:A.OVERLAPS AND SEAMSB.PROJECTED WATER LINEC.CHANNEL BOTTOM/SIDESLOPE VERTICESNOTE:* HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOW STAPLES TOSECURE THE CRITICAL POINTS ALONG THECHANNEL SURFACE.** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLEOR STAKE LENGTHS GREATER THAN 6" (15 cm) MAYBE NECESSARY TO PROPERLY ANCHOR THEBLANKETS.6" MIN,SECTION B-BMIMIELEVATIONCSE1' MIN. FILTER FABRIC LAP (IF NEEDED)1' MIN.1' MIN.HNATURAL GRADELAYER OF FILTER FABRICRIP RAPT (THICKNESS)BBPLANW2END OF FLARED SECTION(10' MIN.)
La
W1END OF APRONNOTES:1.SEE TABLE BELOW FOR CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OFAPRON.2.RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE ORCULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THANTWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THERECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THEINVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THERECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAMEND.4.THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THERECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:15.ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.6.THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BEALLOWED.7.FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIPRAP.8.ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE STABILIZED.OUTLETLaW1W2*THFES-112'4'13'12"18"FES-2FES-3WOOD STAKE, SEEDETAILSEDIMENT LOGSSTAKE TO BE PLACE ATTOE OF SLOPE, BOTH SIDES2'-0" O.C.FLOWAEC SEDIMENT LOGSOR EQUAL16" MINIMUM 12"WOOD STAKING DETAIL*36" MINSPACING (TYP.)6" OVERLAP INSLICESCALE: NTSEMBANKMENT MATTING DETAILB1CHANNELBOTTOMWOOD STAKE TOONLY PENETRATENETTINGWOOD STAKESCALE: NTSSEDIMENT LOG DETAILA1SCALE: NTSCONSTRUCTION ENTRANCEC1SCALE: NTSPERMANENT DRAINAGE SWALED1COMPACTED EMBANKMENTMATERIAL (TYP.)SCALE: NTSHARDWARE CLOTH INLET PROTECTIONC212"6"6"4"4"2" - 5"SCALE: NTSCHANNEL LINING DETAILB2SCALE: NTSTEMP. SILT FENCED3SCALE: NTSSKIMMER BASINA2FINISH GRADENATURAL GROUNDSCALE: NTSTEMP. DIVERSION DITCH (W/BERM)C3SCALE: NTSSKIMMER DETAILA5SCALE: NTSCONCRETE WASHOUT AREAD2SCALE: NTSRIP RAP APRON OUTFALLSC4END VIEWPLANTABLE OF DIMENSIONSDTABCELWT.12"2-1/4"4"2'-0"4'-1"2'-0"6'-1"73015"2-1/4"6"2'-3"3'-10"2'-0"6'-1"73018"2-1/2"9"2'-3"3'-10"3'-0"6'-1"119024"3"10"3'-8"2'-6"4'-0"6'-2"177030"3-1/2"1'-0"4'-6"1'-8"5'-0"6'-2"238036"4"5'-3"2'-11"6'-0"8'-2"532042"4-1/2"5'-3"2'-11"6'-6"8'-2"592048"5"6'-0"2'-2"7'-0"8'-2"747054"5-1/2"5'-6"2'-10"7'-6"8'-4"881060"6"5'-0"3'-3"8'-0"8'-3"1118066"6-1/2"6'-0"2'-3"8'-6"8'-3"1253072"7"6'-6"1'-9"9'-0"8'-3"139801'-3"1'-9"2'-0"2'-3"2'-6"3'-0"3'-0"CLDSECTIONCL3:1 SLOPEGENERAL NOTES:1.REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OFREINFORCED CONCRETE PIPE OF LIKE DIAMETER PER AASHTOM170, TABLE 2, WALL B.2.ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.3.PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.4.PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.5.THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLYAGREE WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTEDBASED ON THE MANUFACTURER'S STANDARD FORMS ANDTEMPLATES.6.NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.E
TTCDL = LENGTHTDT ALTERNATE WALLCONFIGURATIONTDT
D + 1"
A1' MIN.6" MIN.TETSCALE: NTSFLARED END SECTIONB3MI
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SNOTES:1.A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWEDFOR COMPACTION OF FILL MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHEDIMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERSNOT TO EXCEED 6". UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE INUNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTSSHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OFBACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.2.ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.3.STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.4.ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.5.BACKFILL BENEATH ROADWAY SHALL BE SELECT MATERIAL.OUTSIDE DIAMETERVARIES15" MIN.24"24"PIPE SHALL BEPLACED ONSUITABLE MATERIALSCALE: NTSCONCRETE PIPE TRENCHD5SECTION Y-YPLANXXY Y6"
H1
8"8"8"A6"
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6"F6"D B8"LBS.3326NO.22LENGTH3'-9"3'-4"H1(MIN.)BARS - XHEIGHTSPANWIDTHBOX AND PIPEB3'-6"4'-0"2'-7"2'-8"BARS - YNO.7LENGTH4'-7"5'-1"84'-10"3'-7"GF2'-11"5'-4"4'-0"4'-0"2'-8"23'-5"3'-9"85'-1"335'-4"4'-0"4'-0"3'-6"23'-11"4'-7"95'-1"375'-4"4'-10"4'-0"3'-6"24'-6"4'-7"95'-1"375'-4"4'-10"4'-0"3'-6"24'-11"4'-7"95'-1"375'-4"4'-10"4'-6"4'-0"25'-5"5'-1"105'-7"455'-10"5'-4"TOTALDIMENSIONS OFREINFORCINGDIMENSIONCOVER2'-3"OPENINGOPENING4" CONCRETECOVERRING AND COVERDETAIL C502-B42ND OPENING IFREQUIRED4" CONCRETECOVERINLET PIPEGENERAL NOTES:1.MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.2.ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.3.THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO BE NECESSARY BYTHE ENGINEER.4.ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS 1'-2" ON CENTERS.5.CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.6.JUMBO BRICK WILL BE PERMITTED.7.FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO 6'-0" FROMTOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".8.ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.9.ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL,GROUTED AND BRUSHED SMOOTH.10.WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACKSIDE.SECTION X-XAPIPE15"18"24"30"36"42"48"DSECTION Y-YB0'-6"DITCH FLOWSCALE: NTSCATCH BASINB512'4'13'12"18"12'4'13'12"18"SKIMMERPIPEDRAINAGEAREA(ACRES)DENUDEDAREA(ACRES)BASIN VOLUMEREQUIREDPROVIDED(CUBIC FT.)CLEANOUTDEPTH (FT.)H/2(CUBIC FT.)(FEET)HLTW(FEET)(FEET)(FEET)BASINBASIN SURFACE AREAREQUIREDPROVIDED(SQ FT.)(SQ FT.)(FEET)ZORIFICEDIAMETERDIAMETERSKIMMERQ25110.0010.0014.2618,00021,6814,6359,4201.753.55.0141.5532.5210.0010.0022.0118,00023,3983,7388,3091.753.55.0111.553338.408.4022.013,34812,9611,0405,7442.004.05.0101.5531.75(CFS)(INCHES)(INCHES)EDEN ROCK VILLAGE
EROSION CONTROL PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
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THCAROLINAPR
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FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEAL2018-05-30BKJ
2019-05-30
SUBDIVISION PLAT
BRAD JOHNSON, PE
BKJ
BKJ
2019-05-30, ISSUE DATEFES-512'4'13'12"18"FES-3212'6'15'12"18"2019-08-01, BKJ1 13.55.01.5539.999.9929.0818,00028,5359,45110,2651.755.0281.5532.541.753.01.5532.712.717.884,87811,8685,0005,0004.0101.5531.552019-08-01, BKJ 222020-09-28, BKJ 33
PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSTORM DETAILSC602
1018020-C600-DETAILS.dwg
ANSI D
EDEN ROCK VILLAGE
EROSION CONTROL PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNSO
N 031675SEAL2018-05-30BKJ
2019-05-30
SUBDIVISION PLAT
BRAD JOHNSON, PE
BKJ
BKJ
2019-05-30, ISSUE DATE(BASED ON NC DOT 2018 STANDARD DETAIL 840.01 OPEN THROAT CATCH BASIN)A3OPEN THROAT CATCH BASINSCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 300.01 METHOD OF PIPE INSTALLATION)C1RIGID PIPE INSTALLATIONSCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 300.01 page 3, Method of Pipe Installation)A1Method of Pipe Installation NotesSCALE: NTS
(BASED ON NC DOT 2018 STANDARD DETAIL 840.03 FOR USE ON STANDARD CATCH BASIN)D5FRAME AND GRATE (NCDOT 840.03)SCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 840.14 CONCRETE DROP INLET)D1CONCRETE DROP INLETSCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 840.46 TRAFFIC BEARING DRAINAGE STRUCTURE)A1TRAFFIC BEARING PRECAST DRAINGE STRUCTURESCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 840.14 CONCRETE DROP INLET)A3CONCRETE DROP INLETSCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 840.03 FOR USE ON STANDARD CATCH BASIN)A5FRAME AND GRATE (NCDOT 840.03)SCALE: NTSPROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSTORM DETAILSC603
1018020-C600-DETAILS.dwg
ANSI D
EDEN ROCK VILLAGE
EROSION CONTROL PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
O
R
THCAROLINAPR
OFESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEAL2018-05-30BKJ
2019-05-30
SUBDIVISION PLAT
BRAD JOHNSON, PE
BKJ
BKJ
2019-05-30, ISSUE DATE(BASED ON NC DOT 2018 STANDARD DETAIL 840.52 PRECAST MANHOLE)C3STORM DRAINAGE MANHOLESCALE: NTS(BASED ON NC DOT 2018 STANDARD DETAIL 840.54 MANHOLE FRAME AND COVER)C5MANHOLE FRAME AND COVERSCALE: NTS
PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABWATER DETAILSC604
1018020-C600-DETAILS.dwg
ANSI D
EROSION CONTROL PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
O
N 031675SEAL2018-05-30BKJ SUBDIVISION PLATBKJ
BKJ
2019-05-30, ISSUE DATE TOP VIEWWATERMETER12PLAN VIEWNO LEAD BRASS TEE OR WYE: INLET SIZE X 1 INCHSUPPLY LINE SIZE(INCHES)MAXIMUM NUMBER OFBRANCHES11.512" TO 18"BETWEENBOXES5'-0" PERMANENT WATERMETER EASEMENTWATER METER(TYPICAL)MAXIMUM BRANCH CONNECTIONSNOTES:1.THERE SHALL BE NO MULTIPLECONNECTIONS FROM EXISTING3/4 INCH SERVICE LINES.2.METER BOXES SHALL NOT BELOCATED IN AREAS SUBJECT TOVEHICULAR TRAFFIC.3.NO LEAD CURB STOP SHALL BECENTERED ON MULTIPLEBRANCH SERVICE.4.ALL BRASS COMPONENTS SHALLBE 'NO LEAD' BRASS MEETINGUNS C89833 AS PER ASTM B584.5.MARKING TAPE SHALL BEINSTALLED FOR ALL SERVICECONNECTIONS FROM THE MAINLINE TO THE METER FOR ALLNEW CONSTRUCTION ORRETROFIT INSTALLATIONSUSING OPEN TRENCH METHODS.NO LEAD BRASSTEE OR WYEWITHCOMPRESSIONFITTING1" TYPE K SOFT COPPERTUBING FROM TEE TOMETER BOXWATER MAINROADWAY
22COPPER TUBING(TYPE K SOFT)SERVICELINESERVICELINESUPPLYBRANCHBRANCHEASEMENTEASEMENTNO LEAD CURB STOPCURB STOP BOX**WATERMETERWATERMETER BOTTOM SECTION TOP SECTION LID WATER7516"SIDEVIEWENDVIEW2"4"COMPLETE BOXCLOSED PICKHOLES(2)1" RAISED LETTERING(RECESSED FLUSH)BOX SHALL BECENTERED OVERVALVEALL PARTSSHALL BE OFTHE SAMEMATERIAL ANDSUPPLIED BYTHE SAMEMANUFACTURER9"112"38"8"1014"612"112"2"658"718"VARIABLE
VARIABLE
5716"7"NOTES:1.VALVE BOX COVER SHALLWEIGH A MINIMUM 24 lbs.2.ENTIRE VALVE BOX ASSEMBLY& COVER SHALL BE CAST FROMCLASS 35 GRAY IRON.3.ASSEMBLY SHALL BEDOMESTICALLY MADE ANDMANUFACTURED IN THE U.S.A.GENERAL NOTES:1.SEE STANDARD THRUST BLOCK DETAIL.2.CONCRETE SHALL NOT CONTACT BOLTS ORENDS OF MECHANICAL FITTINGS.3.RODS SHALL NOT BE COUPLED.4.RODDING SHALL NOT EXCEED 10 FEET INLENGTH.3/4" ALL-THREADED, STAINLESS STEEL RODS (CUT TOLENGTH). FASTENERS SHALL ALSO BE STAINLESSSTEEL.4"6"8"12"16"STAINLESS STEEL ROD REQUIREMENTS22468BRANCH SIZENo. OF RODSTYPICAL EYE BOLTCONNECTIONGATE VALVETYPICAL EYE BOLTCONNECTIONTEE ORCROSSCONCRETE BLOCKING< 10'-0" AND NO JOINTSNOTE:WATER MAINS 8"∅ AND SMALLER SHALLHAVE MINIMUM OF 3' COVER. WATERMAINS LARGER THAN 8"∅ SHALL HAVE AMINIMUM OF 3'-6" COVER.PIPE MARKER.1/2 PIPE O.D.24" + O.D. MAX.12" + O.D. MIN.PIPEO.D.SHAPED SUBGRADESHALL PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELBEDDED PIPEUNDISTURBED EARTHHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPENOTE:PIPE SHALL BE BEDDED UP TO SPRING LINEAND MINIMUM 4" BELOW BOTTOM OF PIPEWHEN WET AREAS ARE ENCOUNTERED.DUCTILE IRON PIPENOTE:1.ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS LARGER THAN 2"SHALL BE MADE WITH TAPPING SLEEVE AND VALVE. NO DIRECT TAPS SHALL BE MADE.2.ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND NSF372CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.3.ALL TAPS TO BE MADE ON TOP QUARTER OF MAIN.CORPORATION STOP SHALL BEBRONZE WITH "CC" THREADSAND RATED 300 PSI, MUELLERB-25008, FORD FB-1000-NL, ORAPPROVED EQUALCLASS 200POLYETHYLENETAPPING SADDLE SHALL BEBRASS OR BRONZE FOR "CC"THREADS WITH DOUBLESTRAPS, FORD S-90, MUELLERBR2B OR APPROVED EQUAL.EXISTING STORM OR SANITARY SEWERPROPOSEDDIP WATER MAINNO. 57 WASHED STONENOTE:1. MIN. OF 4 CU. FT. STONE (MORE IF REQ'D).2. CONC. THRUST BLOCK TO HAVE MIN. OF 6 SQ. FT. BEARING ON SOLID BANK (MORE IF REQ'D.).3. DRAIN HOLES AND FLANGES SHALL BE CLEAR OF CONC.4. FIRE HYDRANT BARREL SHALL BE PLUMB.5. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.PUMPING & HOSE CONNECTIONSEQUAL TO COUNTY STANDARDBREAK RING TO BE SET WITHIN 2"-4"OF FINISHED GRADEFINISHED GRADECONCRETETHRUSTBLOCKVALVE BOXHYDRANT LEG TO DIP#67 STONE FILL(4 C.F. MIN.)GATE VALVEVALVE SHALL BE PLACED ON THEWATER MAIN SIDE OF ROAD DITCHCONCRETETHRUST BLOCKWATERLINE SIZEVARIES SEE PLANS34" TYPE 304 S.S. THREADED RODSMIN. 2 EA. PER SEGMENTCOAT HYDRANT BONNET AND NOZZLE CAPSW/ "ALERT" REFLECTIVE FIRE HYDRANT PAINTSILVER MODEL #1440HYDRANT TEE#67 STONE FILL6-8"2"
4"24"10"2"#3 REBAR2 EA.NOTE:PROTECTOR RING SHALL BE3,000 P.S.I. CONCRETE.FOR USE IN PAVED AREASFOR USE IN UNPAVED AREASSECTIONNOTES:1. D.I.P. MAY BE USED FOR VALVEBOX EXTENSIONS.2. VALVE BOX SHOULD NOTCONTACT WATER MAIN OR VALVE.3. CONCRETE PROTECTOR RINGSHALL BE USED IN ALL UNPAVEDAREAS.4. ALL MATERIALS USED IN THEPOTABLE WATER SYSTEM MUSTBE NSF61 AND NSF372 CERTIFIEDAND MEET THE LATEST FEDERALSAFE DRINKING WATER ACTREQUIREMENTS.BLOCKINGTAMPED BACKFILLWATER MAINTAMPED BACKFILLBASE COURSEFINISHED GRADEIN PAVED AREAVALVEVALVE BOX COVERTAMPEDBACKFILLVALVE BOXCONCRETEPROTECTORRING112"6" MIN.758"FINISHED GRADEIN UNPAVED AREA1"712" MIN.738"638"SCALE: NTSVALVE AND VALVE BOXD5SCALE: NTSTHRUST COLLAR INSTALLATIONA114"514"534"PLANREINFORCINGSECTIONCONCRETE THRUSTCOLLAR (3,000 P.S.I.)TRENCHWALLUNDISTURBEDSOILVERTICAL- 6 - 42" #7 BARSHORIZONTAL- 6 - 42" #7 BARSDIAGONAL- 4 - 36" #7 BARSUNDISTURBEDSOILTAMPED BACKFILLTRENCH WALLD.I.P.MAINCONCRETE THRUSTCOLLAR (3,000 P.S.I.)PLAN & ELEV.PLAN TEES45° BENDBENDS & TEESSECTION X-X24" MIN. - 12" ∅ & GREATER18" MIN. - 10" ∅ & LESSPLAN BENDS12"8"6"4"16"14"10"SIZEPIPE16"20"26"14"18"22"12"16"20"10"14"16"10"13"15"8"12"10"8"12"8"ABA90° BENDBBPLUGS16"12"18"14"10"16"12"8"14"10"6"12"8"8"10"8"8"10"6"6"8"BAB22 1/2° BEND18"16"12"16"14"10"14"12"8"11"10"6"10"8"8"10"8"8"8"6"6"ABA11 1/4° BENDTEEMIN.18"SQ.C AAMIN.6"AA36"20"20"34"18"18"30"16"16"25"14"14"24"12"12"18"12"10"16"10"9"DCBPLUGSQ.D
38 1/2"
1'-11 1/2"6" MIN.15"18"24"48"12"9"19"18"18"13"36"26"24"20"24"30"33"48"18"18"21"21"11"15"56"28"21"NOTES:1. CONCRETE SHALL BE 3,000 PSI MIN.2. CONCRETE FOR THRUST BLOCKING SHALLBE KEPT FAIRLY DRY, THUS MAKING THECONCRETE WEDGE SHAPE MORE EASILYFORMED WITH THE WIDEST PART(BLOCKING AREA) AGAINST UNDISTURBEDSOIL.3. NO CONCRETE SHALL COVER ANY BOLTSOR GLANDS.4. ALL FITTING AND ACCESSORIES TO BEWRAPPED WITH 10 MIL POLYETHYLENEPRIOR TO POURING BLOCKING.5. VOLUME OF THRUST BLOCKING SHALL BEAS SHOWN ON THE THRUST BLOCKINGSCHEDULE.45°UNDISTURBEDSOIL (TYP.)SCALE: NTSTHRUST BLOCK DETAILA2SCALE: NTSSINGLE WATER SERVICE WITH METER BOXD1SCALE: NTSDOUBLE WATER SERVICE WITH METER BOXESC1SCALE: NTSPROTECTOR RINGC3SCALE: NTSFIRE HYDRANT ASSEMBLYA3SCALE: NTSVALVE BOXD4SCALE: NTSSTANDARD WATER TAPD3SCALE: NTSWATER LINE TRENCHING DETAILC4SCALE: NTSVALVE AND VALVE BOXC5SCALE: NTSSTORM/SANITARY SEWER CROSSINGA410' MAX(ONE PIPE LENGTH4' ±10'24" MIN.STORM/SANITARY PIPE O.D. + 3'45° BENDWITH THRUST BLOCK45° BENDWITH THRUST BLOCK4' ±10' MAX(ONE PIPE LENGTH)GENERAL NOTES1.RODS AND NUTS SHALL BE OF TYPE 304 ORTYPE 316 STAINLESS STEEL.2.CONCRETE SHALL NOT CONTACT BOLTS ORENDS OF MECHANICAL JOINT BENDS.3.CONNECT FITTINGS WITH A MINIMUM OF 2RODS PER SEGMENT, MAXIMUM 10' LONG.PROPOSED 6"-8"DIP WATER MAINTHRUSTCO.LLARTHRUSTCO.LLARNOTES:1.WATER METER SHALL NOT BE LOCATED IN AREASSUBJECT TO VEHICULAR TRAFFIC.2.ALL METER BOXES AND LIDS SHALL BE APPROVED BYTHE TOWN.3.ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLYWITH AWWA C800.4.FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE ANABOVE-GROUND BACKFLOW PREVENTER, THE DUALCHECK ASSEMBLY MAY BE OMITTED.5.BOX AND LID SHALL BE CAST GRAY IRON, ASTM A48,CLASS 25 OR ASTM A126 CLASS B.6.ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASSMEETING UNS C89833 AS PER ASTM B584.7.ONE 2 OR 6 INCH GRADE ADJUSTER MAY BE UTILIZEDWHEN NEEDED TO MEET FINAL GRADE (NO GRADEADJUSTERS MAY BE USED ON NEW CONSTRUCTIONPROJECTS). GRADE ADJUSTER AND BOX SHALL BE BYTHE SAME MANUFACTURER.8.MARKING TAPE SHALL BE INSTALLED FOR ALL SERVICECONNECTIONS FROM THE MAIN LINE TO THE METER FORALL NEW CONSTRUCTION OR RETROFIT INSTALLATIONSUSING OPEN TRENCH METHODS.1212"112732"262932"1818" OPENING9"8"
OPENINGLOCKINGLID 1"/FT.2:1 MAX.2:1 MAXIMUMABC ASPHALT1:1R/W OREASEMENT1" NO LEAD FIPOUTLET (TOWNMAINTENANCEENDS ATOUTLETCONNECTION)12" #57 WASHED STONE1" TYPE "K" SOFT COPPER TUBING,WITH NO JOINTS OR COUPLINGSAND COMPRESSION CONNECTIONSBURIED NO LEAD CURB STOP SHALL BELOCATED WITHIN 2-FT OF METER BOX1" NO LEAD FIP INLET WITH 1"NO LEAD MIP BY COMPRESSIONJOINT 45° BENDCAP OROTHERWISEPROTECTOUTLETFRONT TOP OF BOX SHALLBE 3 INCHES HIGHER THANADJACENT ROAD SURFACE1024ASSEWATERMAINNO LEAD CORPORATION STOP3'-0"MIN.VARIES4'-0" MIN.45°-60°3'-6"
3' MIN.
24" MIN.2' MIN.2' MAX.1'4'-0" MAX4'-0"4'-0"SCALE: NTSTEMPORARY DEAD ENDB1D.I.P.MAINMJFITTING34" TYPE 304 S.S. THREADED RODSMIN. 2 EA. PER SEGMENTD.I.P.MAIN1'-0"1'-0"D.I.P.MAIN1'4'-0" MAXD.I.P.MAIN2'-0"TEMPORY DEAD END ONGATE VALVETEMPORY DEAD END ONFIRE HYDRANT12"-6"WL TO2" WLFIRE HYDRANT12-6" GATEVALVEMJ CAPMJ CAPTHRUST COLLARTHRUST COLLARMJ CAPTHREADED BRASSNIPPLE WITH BRASSTO PE COUPLERTHRUST COLLAR2019-09-27, BKJ, NCDEQ COMMENTS, ADDED DETAIL A4
PROJECT MANAGEMENTENGINEERINGENTITLEMENT100-403 District DriveAsheville, NC 28808NC FIRM P-1242ph. 704.916.9732e. [e-mail] PHASE:
FILE NAME:
DWN BY:CKD BY:
PROJECT ENGINEER:DATE:
PROJECT NUMBER:SIZE:
SUBMITTED BY:
PLOT SCALE:
PROJECT MILESTONESHEETIDENTIFICATION OF Y1D23C45ABSANITARY SEWER DETAILSC605
1018020-C600-DETAILS.dwg
ANSI D
EROSION CONTROL PLAN
EDEN ROCK ENTERPRISES
72 ANDERSON STREET
MARS HILL, NC 28754
N
O
R
THCAROLINAPR
O
FESSIONALENGINEER BRADLEYKJOHNS
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N 031675SEAL2018-05-30BKJ SUBDIVISION PLATBKJ
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2019-05-30, ISSUE DATEMANHOLESELECT, CLEAN FILLCOMPACTED TO 95%STANDARD PROCTOREXISTINGGRADESEWERMAIN6" WASHED STONEALL AROUND MHBASESELECT, CLEAN FILLCOMPACTED TO 95%STANDARD PROCTORSCALE: NTSSEWER MAIN IN FILLA1BACKFILL IN 12" LIFTS &COMPACT TO 92% STANDARDPROCTOR. BACKFILL IN 6"LIFTS & COMPACT TO 95%STANDARD WHEN IN PAVEDAREAS OR ON ROADWAYSHOULDERS.UNDISTURBED EARTHPIPE EMBEDMENTMATERIAL TOSPRINGLINENOTES:1.WALL THICKNESS SHALL BE SDR 35.2.PVC PIPES REQUIRE #57 WASHED STONE PIPE EMBEDMENT MATERIALS.3.THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS OF UP TO20 FEET.4.PVC PIPE NOT ALLOWED WITH LESS THAN 3'-0" COVER.5.NO BOULDERS OR STONES WILL BE USED IN INITIAL BACKFILL.6.WHEN TRENCH IS SUBJECT TO INUNDATION, EMBEDMENT MATERIALS MUSTEXTEND TO TOP OF PIPE.INITIAL BACKFILLLIGHTLYCOMPACTEDTHE MINIMUM TRENCH WIDTHSHALL BE THE NOMINAL PIPEDIAMETER PLUS 24", EXCEPTTHAT THE MINIMUM TRENCHWIDTH SHALL NOT BE LESSTHAN 48" IN ANY CASE2'-0"6" MIN.6"MIN.6"DSCALE: NTSPVC TRENCH DETAILB12'-0"BACKFILL IN 12" LIFTS &COMPACT TO 92% STANDARDPROCTOR. BACKFILL IN 6" LIFTS& COMPACT TO 95%STANDARD WHEN IN PAVEDAREAS OR ON ROADWAYSHOULDERS.UNDISTURBED EARTHPIPE EMBEDMENTMATERIAL TOSPRINGLINENOTES:1.MINIMUM ALLOWABLE DEPTH OF COVER IS 3 FT.2.IN ROCK OR WET SOIL, PIPE MUST BE BEDDED IN AT LEAST6" OF CRUSHED STONED EMBEDMENT MATERIAL BELOWTHE INVERT OF THE PIPEBACKFILLLIGHTLYCOMPACTED TOSPRINGLINE OFPIPETHE MINIMUM TRENCH WIDTHSHALL BE THE NOMINAL PIPEDIAMETER PLUS 24", EXCEPTTHAT THE MINIMUM TRENCHWIDTH SHALL NOT BE LESSTHAN 48" IN ANY CASE6" MIN.6"MIN.DLOOSE INITIALBACKFILLSCALE: NTSDIP TRENCH DETAILC1UNDISTURBED EARTHPROVIDE STONE BEDDINGUNDER WYE (OR TAPPINGSADDLE) AND BENDIN-LINE WYE (REQ'D FORLINES 12" AND LESSPVC OR DIPBENDSEWER LATERAL CONSTRUCTEDAT 2%GRADE UNLESS OTHERWISEINDICATED.FULL LENGTH OF SERVICE TRENCHSHALL BE COMPACTED IN 6" LIFTSPVC REQUIRES 6" BEDDING1 FT. SECTION OF PIPE WITH GLUED CAPCONNECT TO EXISTING SEWERSERVICE WITH APPROVED "COUPLING"OR INSTALL PVC PLUG FOR FUTURESERVICE. WHEN REQUIRED BACKFLOWVALVES SHALL BE INSTALLED ONPORTION OF LATERAL TO BEMAINTAINED BY PROPERTY OWNER.CLEANOUT BOXINSTALLED ON 8" OFCOMPACTED PIPEEMBEDMENT MATERIALS2' MAX.3'-0"
TYP.DIP ORPVC MAINPROPERTY LINE COUNTERSUNK PVC PLUGNOTES:1.WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAINCONSTRUCTION.2.FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARYCONVENIENCES WITHIN A SINGLE BUILDING, MAY BE CONNECTEDTO A 4" MSD GRAVITY SERVICE LINE PROVIDED THAT GRAVITY FLOWWILL BE MAINTAINED DURING PROPOSED MAXIMUM DISCHARGERATE FOR THE GRINDER OR EFFLUENT PUMP(S).3.WHERE COVER IS LESS THAN 3 FT. DUCTILE IRON MUST BE USED.4.WHERE DUCTILE IRON IS REQUIRED RISER MAY BE CONSTRUCTEDWITH SCH. 40 PVCSCALE: NTSSEWER SERVICE (SHALLOW)A2NO SERVICE TO CONNECTEDIN THIS QUADRANTSEWERSERVICESEWERSERVICEMATCH CROWNS WHENCONNECTING SERVICESTO MANHOLESPLANSECTIONSCALE: NTSSEWER SERVICE AT MHA2VARIES
4'-8" MAX. FOR CONCENTRIC CONE CAST IRON FRAMEAND COVER12" MAX RINGADJUSTMENTPIPEEMBEDMENTMATERIALTRENCHWIDTH2 ROPES BUTYLRUBBERSEALANTGROUTINSIDE JOINTMANHOLESTEPSPIPEEMBEDMENTMATERIAL6" MIN. PIPEEMBEDMENTMATERIALUNDISTURBEDPIPEEMBEDMENTMATERIALNOTES:1.FOR MANHOLES LARGER THAN 4 FT.DIA., MAINTAIN FULL MANHOLE DIA. TO6 FT. ABOVE INVERT BENCH.2.FOR 5 FT. AND 6 FT. DIA. MANHOLES,USE A TRANSITION CONE TO REDUCETO 4 FT. DIA. FOR 7 FT. TO 10 FT. DIA.MANHOLES, USE A TRANSITION TOP TOREDUCE TO 4 FT. DIA.2"SCALE: NTSSTANDARD SANITARY MANHOLEC32' MAXCOUNTERSUNKPVC PLUGCLEANOUT BOXINSTALLED ON 8"OF COMPACTEDPIPE EMBEDMENTMATERIALS5' MIN. COVERPROPERTY LINE45° BENDNOTES:1.WYE CONNECTIONS FOR ALL NEW CONNECTIONS2.WHERE COVER IS LESS THAN 3' USE D.I.P.3.RISER MAY BE CONSTRUCTED WITH SCH. 40 PVC.4.CONNECT TO EXISTING SEWERCUT OFF EXTENSIONTO CONNECTHOUSE SERVICE,PROVIDE MIN. 30"COVER AND INSTALLCLEAN-OUT.SCALE: NTSDEEP SANITARY SERVICEC24"12" MAX, CONCRETERING ADJUSTMENT20"16"2" MIN.6"
40" - 52"CAST IRON FRAME & COVERCONCRETECONEGROUTED OFPRECAST CONCRETE'U' SHAPED INVERTCHANNELSFLEXIBLEMANHOLE SLEEVEOR ENTRANCEJOINTPIPEEMBEDMENTMATERIALTRENCHWIDTHPIPEEMBEDMENTMATERIALCENTERLINE OFINLET PIPING ISNOT ALLOWED INEITHERQUADRANTADJOINING THEMANHOLEOUTLET.GROUT INSIDEJOINT2 ROPES BUTYLRUBBERSEALANT6" MIN. PIPEEMBEDMENTMATERIALUNDISTURBEDPIPE EMBEDMENTMATERIALSEEDETAIL 'A'SCALE: NTSSHALLOW SANITARY MANHOLEA3