20131070 Ver 1_401 Application_20131013

ENV
Etlwha11Yf100 --- Inc.
October 3, 2013
Ms. Tasha McCormick
USACE
Asheville Regulatory Feld Office
151 Patton Ave, Rm 208
Asheville, NC 28801 -M
RE Elk Creek at Banner Elk
Banner Elk, NC
Dear Ms McCormick-
20 13 10 To
cCormick
20131070
9784 RambW Rd
Benner Elk, NC 28804
Ph: 828.2974948
Fax [phone]
e-mall: wcgjv@skybesLcam
Enclosed is an action for NW 29 for the neteronced mWentm dwelopiTat pmje& The Owner
is EIk Creek Dewelopyent4ompa ny of Banner Elk. LLC with manager fisted as Angelo Accethiro.
- John Vft with ENV Ina is the agent, (auti►oraaltion letter ujdWad with "and has prepared this
application. Copies of this PCN have been malted to bath MR (5 copies with check for $240) and
NCWRC.
If you need to schedule a site visit please contract me. Please include ENV Inc. on the copy list of all
conespondence for this project. If you have any questions regarding the information please call me at
828- 297.6946, thank you.
Sincerely,
2 C. Von
President, ENV Environmental Consulting Services Inc.
Cc: Mr. Dave McHenry, NCWRC
Mr. David F. Ramsey, PE, R &S Engineering
DWR, Central Office
Mr. Angelo Acoetturo

40� oFwarF9oa 201 3 1 070
o �
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
Z&z
1 b. Specify Nationwide Permit (NWP) number. 28 or General Permit (GP) number.
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Elk Creek at Banner Elk
2b. County:
Avery
2c. Nearest municipality / town:
Banner Elk
2d. Subdivision name:
Elk Creek
2e. NCDOT only, T.I.P. or state
project no:
NA
3. Owner Information
3a. Name(s) on Recorded Deed:
Elk Creek Development Company of Banner Elk, LLC
3b. Deed Book and Page No.
403/1537
3c. Responsible Party (for LLC if
applicable):
Angelo Accetturo, Manager
3d. Street address:
PO Box 725
3e. City, state, zip:
Banner Elk, NC 28604
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
John Was
4c. Business name
(if applicable):
ENV -ECS, Inc.
4d. Street address:
3764 Rominger Rd
4e. City, state, zip:
Banner Elk, NC 28604
4f. Telephone no.:
828 -297 -6946
4g. Fax no.:
828- 297 -1982
4h. Email address:
john @env- ecs.com
5. Agent(Consultant Information (if applicable)
5a. Name:
John Vilas
5b. Business name
(if applicable):
ENV -ECS, Inc.
5c. Street address:
3764 Rominger Rd.
5d. City, state, zip:
Banner Elk, NC 28604
5e. Telephone no.:
828 -297 -6946
5f. Fax no.:
828 -297 -1982
5g. Email address:
john@env- ecs.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
185810451025
1b. Site coordinates (in decimal degrees):
Latitude: 36.150N Longitude: 81.865W -
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
18.142 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Elk River
2b. Water Quality Classification of nearest receiving water:
C, Tr.
2c. River basin:
Watauga
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Elk Creek project site is within the town of Banner Elk and is a residential development with both
single family and multifamily components. The project was initiated by others in the late 2000's,
during this period, the main road was built along with utilities, several side roads and drives were also
partially graded and stabilized. Four condominium units (2 buildings with 2 -units each) were also
constructed by the original developer. The project became financially insolvent during the economic
downturn of the late 2000's and eventually was foreclosed. The current developer /owner Durchased
the project from the bank and intends to complete the original plan with modifications.
The project site contains aprox. 646 linear feet of first order stream (UT -Elk River). The classification
of the Elk River at the confluence with UT -Elk River is C Trout Within the site boun _ are 6-
areas of wetlands totaling about 0.14 acres. Four wetland units (W -1 to W4) are located in a low
lying, previously graded area in the eastern part of the site. These wetlands are dominated by
herbaceous vegetation and are not high _quali y. Wetland units W -5 and W -6 are located adjacent to
UT -Elk River and are forested riparian wetlands.
Surrounding land use is as follows:
North: residential development including condominiums
East: Commercial corridor
South: Single family residential
West: Forested undeveloped land
3b. List the total estimated acreage of all existing wetlands on the property:
0.14 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The project site contains 646 linear feet of UT -Elk River.
3d. Explain the purpose of the proposed project:
The project purpose is to complete a residential housing development started by others
3e. Describe the overall project in detail, including the type of equipment to be used:
The Elk Creek project was started by others in the mid 2000's and failed in the late 2000's The current
developer /owner intends to complete the original project with some modifications The approximate
17 acre site will contain 12 single family residential sites in the western higher elevation areas
(approx.. 7.4 acres). The multi - family portion of the development covers approximately 9 73 acres and
consists of a mix of one and two unit condominium buildings in the central portion and clustered
cottages at the eastem end of the site. All of the proposed wetland impacts will occur in the eastem
portion of the site around the clustered cottages. Typical equipment will be used as part of site
development: trackhoe, backhoe, bulldozer, and dumptruck
Page 4 of 12
PCN Form —Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments: Wetland flagging and stream determination was
completed by ENV -ECS, Inc. in 2013.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: ENV -ECS, Inc.
Name (if known): ENV -ECS, Inc. - John Vilas /Sean Martin
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
All JD info is attached.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ® P [IT
Fill
Basin
❑ Yes
® No
® Corps
® DWQ
.057
W2 ® P ❑ T
Fill
Basin
❑ Yes
® No
® Corps
® DWQ
.007
W3 ®P ❑ T
Fill
Basin
❑ Yes
® No
® Corps
® DWQ
.001
W4 ®P ❑ T
Fill
Basin
❑ Yes
® No
® Corps
® DWQ
.033
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts .098
2h. Comments: Wetlands have formed in a low, previously graded and filled area in the eastern part of the site. It is not Gear if
wetlands existed in this location prior to initial grading of the site by the previous owner in the mid 2000's. The wetlands have
formed in depressional areas with compacted low permeability soils. The wetlands are primarily herbaceous, have been
mowed periodically and are of only medium quality based on WAM.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑ P ❑T
04 ❑P ❑T
4E Total open water impacts
4g. Comments:
6. Pond or Lake Construction
If Pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID
Proposed use or purpose
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other.
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
61 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The Elk Creek at Banner Elk project was initiated by others in the mid 2000's. the basic project concept and
layout were established at this time through the construction of roads and installation of utilities. While there
is no record of a previous wetland delineation, it is clear that area, where wetlands W -1 thru W4 are located
was altered during the initial phase of development. It is possible that these wetlands did not exist prior to the
initial site work. The proposed site work will result in impacts to 0.098 acres of wetlands in the proposed
cottage area. The cottage area is high densfty making it difficult to avoid impacts to wetlands however, two
small wetland areas have been preserved
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The wetland areas to be Preserved will be clearly identified and separated from the remainder of the construction area by
orange fence and silt fence.
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?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
❑
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
27%
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater management plan has been prepared by R &S Engineering and Construction Coro David S Ramsey,
P.E. The SWM plan consists of a detention /sediment basin with a sand/gravel filter and underdrain system See attached
plans by R &S Engineering for details and calculations.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stonmwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The oroiect site is served by the Town of Banner Elk for both water and sewer.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Http:\\ www. fws. gov\ raleigh \species\cntylist\avery.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http:\\ccme. nos. noaa. gov \products\biogeography\sa -efh\
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http: / /gis.neder.gov/hpowebi
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Only a small portion of the project site lies within the 100 year
floodplain (zone AE). The project has been coordinated with the town of Banner Elk for compliance with the floodplain
ordinance requirements.
8c. What source(s) did you use to make the floodplain determination? Town of Banner Elk Flood Maps (FIRM) and GIS data
from httplh~.ncfloodmaps.com/
T�/' C K le.s
lv -3- Zo ► 3
Applicant/ nr Printed Name
ApplicanvAgenrs Signature
Data
(Agents signature is valid only I an authorization letter from th applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Agent Authorization Form
Project: Elk Creek at Banner Elk
Date: 9 -23 -2013
Property: Entire Project Site
Parcel ID: Avery County # 185810451025
DB/Page: 403/1537
Street Address: , highway 184, Banner Elk, 28604
Owner: Elk Creek Development Company of Banner Elk, LLC
Manager of LLC: Angelo Accetturo
Address: PO Box 725, Banner Elk, NC 28604
Phone:
The undersigned, registered property owners of the above noted property, do hereby
authorize Mr. John C. Vilas of ENV Environmental ConsultiLig Services, Inc. to act on
my behalf and take all actions necessary for the processing, issuance and acceptance of
this CWA §404/401 permit or certification and any and all standard and special
conditions attached.
I hereby certify the above information submitted in this application is true and accurate to
Date 9 3

0 ON
4
"
.\ �.
Elk Creek Development
Banner Elk, NC
Location Map
July 3.2O12
Fm of
811C 10
TJ
Al
H zing
em
I el
Legend
Property Boundary
W*' E
0 500 1,000 2,000 000
0 Feet

Elk Creek Development
Banner Elk, NC
404/401 PCN Application
Topographic Map
July 3, 2012
♦ a ra Liar e
ern iaT
• Athletic f td �®
0
� + s
11011.4 00
•� TIC ■
N
Legend « w
.. - ... ML Valle Crucis, NC
Property Boundary 36081 -B7
Project-Area USGS Topographic Quadrangle o 2,2.5 425 eso z,s ,,00
Feet

O 0
'IV -
Xlk
O
rL
1.1 III

m
36-9-3" ■
36` 8'49"
Soil Map —Avery County, North Carolina
(Elk Creek Development)
Map Scale: 1:3,110 if printed on A size (8.5" x 11 ") sheet.
N Meters
0 40 80 160 240
Feet
0 150 300 600 900
Natural Resources Web Soil Survey
millillM Conservation Service National Cooperative Soil Survey
36" 9' 3
36" 8' 49"
7/3/2013
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
soils
Soil Map Units
Special
Point Features
U
Blowout
®
Borrow Pit
X
Clay Spot
♦
Closed Depression
X
Gravel Pit
Gravelly Spot
®
Landfill
A
Lava Flow
46
Marsh or swamp
3t
Mine or Quarry
p
Miscellaneous Water
p
Perennial Water
v
Rock Outcrop
t
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
0
Sodic Spot
'a
Spoil Area
Stony Spot
Soil Map —Avery County, North Carolina
(Elk Creek Development)
(Z Very Stony Spot
Wet Spot
Other
Special Line Features
_ Gully
Short Steep Slope
Other
Political Features
p Cities
Water Features
Streams and Canals
Transportation
44.} Rails
sv^ Interstate Highways
US Routes
Major Roads
y. Local Roads
MAP INFORMATION
Map Scale: 1:3,110 if printed on A size (8.5' x 11 ") sheet.
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 accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA -N RCS certified data as of
the version date(s) listed below.
Soil Survey Area: Avery County, North Carolina
Survey Area Data: Version 17, Aug 3, 2012
Date(s) aerial images were photographed: 7/31/2006
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.
I ' DA Natural Resources Web Soil Survey 7/3/2013
�� Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Avery County, North Carolina
Map Unit Legend
Elk Creek Development
Avery County, North Carolina (NC011)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CrE
CuA
Crossnore - Jeffrey complex, 30 to 50 percent
slopes, very stony
4.9
29.3°
22.9%
Cullowhee loam, 0 to 3 percent slopes,
frequently flooded
3.8
PnD
Pineola gravelly loam, 15 to 30 percent slopes,
stony
5.6
33.7%
RsB
Rosman sandy loam, 0 to 5 percent slopes,
frequently flooded
1.3
7.7%
WkC
Whiteoak fine sandy loam, 8 to 15 percent
slopes, stony
1.1
6.4%
Totals for Area of Interest
16.8
100.0%
USDA Natural Resources Web Soil Survey 7!3/2013
Conservation Service National Cooperative Soil Survey Page 3 of 3

EXISTING SINGLE FAMILY AREA
0 60 120 5
FEET sigFB; g
1
1
_ PROPOSED PROJECT AREA
°
\W\\\
o / / Bear Run Properties
\ N,
_1910
,
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n
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\ 1 c MWI s cNF 0
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v 0 Jj
I
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\ �
0
WE 3877.71
Inv El 3872.44
i
Mvo PZIM — NE gUTILITY
l A i4 ` \ \ rn
\ \ \\ \ \ \ \ \ \ \� \\ \\\ \\ \ \\ \ \ \\ \ \\ \ \\ \ / // I /_ _ / /l/ llll/ / I l• l/ / \ Mw Im• C
_ 800K
382
AGE 1428 DEED ox i i ������ l rr1 I I( I t t
BOOK ass I CANQAd9 JI I I �11NNdACE I N esa <oow roow \\ \ I
Streams: PAGE 2247 LEWIS (Il E KS
646 If I DPED BOOK 396 I 6 '
UT -Elk River Total Length On-Site-
I AGE 2247 I E 3544 William Mauney
DEED BOOK
•• W
PAGE 73 \
ra:..eE .na X
Wetlands: }
#1: 2,486.2 sf &`6 °
#2: 682.7 sf , / 0
#3: 362.4 sf Total Wetlands On -site:
#4: 1,452.7 sf 6074.1 sf Existing Conditions Map produced by: ENV -ECS, Inc. oo //
#5: 489.3 sf Basemap used: Rev. Site Plan, dated 9/4/2013 / SEECH BOYS�� wSI
#6: 600.8 sf DEAN RUPARD DEED BOOK 396 PAGE 117�Cy °o
Basemap produced by: David F. Ramsey (R &S Engineering and Construction Corpor9lb"* 1122 PAGE 244 I �Y `
LEGEND
�iauQ
SHT. N0.
EIP - EXISTING IRON PIPE I

A
51 7'E
Bear Run Pr pies
E
_ ---- - \ \
tK
28
3770 — � � :''�•, ?.i,..: °I,:., .. �° � f l % l %
kkWs
M
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/
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j�ATHY
tox
/ 00 I I 'DEED 800 K 382
PAGE RAT y
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' . .
DEED BOOK 396
PAGE 2247 CAN DA/C �% /l) I I I I ► N ACE
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I PAGE 2247 I i PI4�E/ 3544
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440
PAGE 73 /
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SEED BOOK 382 I i � � � � i �,/� �� /i'1 �' 4 ° � � '`,..•
PAGE 1428 1 RAT'F��G �'�
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PAGE 2247 I ACE
LEWIS /' 1 1 1 I v 1 E IS
I
DEED BOOK
PAGE 2247396 11/ I plq�E/ 3544416
I 1
IMPACT TABLE I �
W -1: 2,486.2 sf
W -2: 318.1 sf
W -3: 29.1 sf
W -4: 1,452.7 sf
Total Wetland Impacts: 4,286.1 sf / 0.098 -ac.
I
\l 0 40 80
Asa
7
E a a� l
9 Impact W -1 Y
a, w
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ll
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\ _,OC — D EO' BO ILIA E.
Easement for Grrenway Traq
\e�utauae /
pact W-4
1 \
' _J,- � .,•; \ it
^6� \;
Qj
Impact Map produced by: ENV -ECS, Inc. o`
Basemap used: Rev. Site Plan, dated 9/4/2013 0�
Basemap produced by: David F. Ramsey (R &S Engineering and Construction Corporation) 1 ,(,`
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PAGE 73
s
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\ _,OC — D EO' BO ILIA E.
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\e�utauae /
pact W-4
1 \
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Impact Map produced by: ENV -ECS, Inc. o`
Basemap used: Rev. Site Plan, dated 9/4/2013 0�
Basemap produced by: David F. Ramsey (R &S Engineering and Construction Corporation) 1 ,(,`
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3Wi

Elk Creek Development
Banner Elk, NC
PCN Application
September 2013
Photosheet One
Photo One: Entrance to the property off
Hardees Lane.
Photo Three: View of Elk River which runs
adjacent to the property.
Photo Five: Existing condominiums on the
property.
Photo Two: Entrance drive looking towards
Hardees Lane from on -site.
Photo Four: View from top of property
looking down Elk Creek Drive.
Photo Six: View to the north of impact areas
W -1 and W -2. Visible are existing Elk Creek
Drive, utility infrastructure, and adjoining
off -site Bear Run condominiums.

Elk Creek Development
Banner Elk, NC
PCN Application
September 2013
Photosheet Two
Photo Seven: View from Elk Creek Drive
looking south at Wetland Unit 4 and Impact Site
W -4. Wetland area is in center of photo beyond
the utilities.
Photo Nine: View from Elk Creek Drive looking
north towards Wetland Unit 2 and Impact Site
W -2. Wetland area is in center of photo.
Photo Eight: View from Elk Creek Drive
looking north at Wetland Unit 3 and Impact Site
W -3. Wetland area is in center of photo.
Photo Ten: View of wetland Unit 1 and Impact
Site W -1. Wetland area is in center of photo.

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NU ]JWtl Stream Identification Form Version 4.11
Date: S -1-13 ProjecUSite: Lr k Latitude:
County: Evaluator:
i��Gi�r}'1' ty: a Longitude:
Total Points:
Stream is at least intermittent a , as Stream Determination (circle4wQ Other V 7 - i~/ K ��
if 19 or perennial if >_ 30' Ephemeral Intermitten Per nnia I e g Quad Name:
H. veomor polo (Subtotal =
18 Continuity of channel bed and bank
2 Sinuosity of channel along thalweg
Absent
Weak
Moderate
Strong
0
0
1
1
2
3
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool s uence
0
1
©
3
4 Particle size of stream substrate
5 Active /relict floodplain
6 Depositional bars or benches
7 Recent alluvial deposits
8 Headcuts
9 Grade control
10 Natural valley
11 Second or greater order channel
.r ifirtal ridrhoa ern ­# # . *. - ­_ .--:_ -- -- --
0 1
1
0 m
0 (1
1
0 0.5
0 0.5
No
©
3
2
2
2
2
1
Yes = 3
3
3
3
3
1 5
B. Hydrology Subtotal = �7.5
12 Presence of Baseflow 0 1
13 Iron oxidizing bacteria 1
14 Leaf litter 1 1
15 Sediment on plants or debris 0 0.,
16 Organic debris lines or piles 0 0.9
17 Soil -based evidence of high water table? No = 0
C. Biology Subtotal = ?
18 Fibrous roots in streambed 3 2
19. Rooted upland plants in streambed 2
20 Macrobenthos (note diversity and abundance) 0 1
21 Aquatic Mollusks 0 1
22. Fish
05
23. Crayfish 0.5
24. Amphibians 0 0 5
25 Algae 0 0 5
26. Wetland plants in streambed FACW =
'perennial streams may also be identified using other methods Seep 35 of manual
Sketch.
41
2
0.5
1
1
1
1
2
2
1
1
1
1
OBL = 15 Other = 0
3
3
0
15
1.5
0
0
3
3
1_5
15
15
1.5

WETLAND DETERMINATION DATA FORM - Eastmn Mountalm and piedmont Region
�: 1 Ct.�ROa .tcPry — CwCounty: Sernping � 5 i ► 3
Ao�: 0 !
Inver (s); j ;Y �- Q � -(y-b�
Lanftm ( terrace, ,); nurtF g
Subregio n (LRR or MLRA): Lat: Local refid (concae cm vex nn):
l z
Long: Dab= Sob Map Unit Name: Ndlfl �
Are cpmatic ! hydrologic on the SRO typical for tiffs time of
Y Yes No N no. expo in Rttr m ts.)
Are Vegetation Sol or Hydrology y ? Are Vo mai ChuTatermW presad? Yes �No
Are V�etatiorb Sol __, or Hydro kW nabraly problematic? (U needed. explabr any arms in Rentartts.) .
SUMMARY OF FINDINGS - Attach site njap showing sampling point locations, transacts knportmt feaftnv% etc.
Hydrophytic Vegetation Press V Yes
Hydric Sol Present? Yes
Wetland Hydrology Present? Yes
HYDROLOGY
No_,_ Is the Sampled Area
No it * a V48111and??
No
—/Surface Water (Al)
_ True Aquatic Rare (614)
High Water Table (A2)
Sa (A3)
� Sffde Odor (Cl)
_
_ Obddited an �g Rom (p)
ter Me
_ Water Merits (81)
_ of Reefutx;d trop (C4)
— Sediment Deposits (
_ Recent trop Rehr in Taped Soils (C6)
— D
_ Thin Muck Surface (C7)
Algal
_ Algal Mat or Crust B4)
rust
_ Otis (� in �rlts)
_ iron Deposits (65)
nu ndedon Visible at Aerial Imagery (87)
Water - Stained Leaves (Bg)
_ Aquatic Fauna (B13)
Surface Water Pretsern? Yes No-,L Depth MWm).
Water Table Present? Yew No Depth (kdtes):
Saturation !fib? Yes No D� (inures): f
(Includes
.�.� -t-
Desexbe Recorded Data (sueent gauge, 019 wet aerial nhnens nrw .Q
VJ
t seep
11 Cj
%f
US Army Caps of Engineers
Yes , No
_ Surrm Sail Craft ('B6)
/rpaVSaly Vegtatad Concave Surface (B8)
Doge Pamns (B10)
_ Moss Trim tares (81 6)
_ Dry -Suet Water Table (C2)
_ Crayfish B mv&s (CB)
_
Saturation Visible err Aerial trregmy (Cg)
Cr Stressed Plants (131)
_ Geanorphtc Position (D2)
Shallow Aqukard (D3)
?L�C (D4)
...- FAC•NWM Test (DS)
Washed Ny&dof► Prmsern? Yes -az No
i i-
it ♦ � � �
1CvJ
Eastern Mountain and Piedmont - Versbn 2.0

VEGETATION (Five Strafe) — Use scieMft names of plants.
Sampling Pdnt:_I/L_
Tree Strahan (Plot Size �
�.N ° •• "
"WUffecme so= wan
1. )
fffi. L N
Number of Dardrtartt Species
2
2 T
Total Number of DomMim
3. - --' T
4. '--'— S
5 T
6.
a Total Cover d
diciest �
50% of total cover 2
20% of total cove: T
Total % CMMr of 1W.
Sapling Stratum (dot Size: 1 O
OBL spec _._ x 1 a
1. L4,r n.,�on, �. �
�,/ F
FACW species _ ..._ x2-
2
2. -
FAC x 3 o_
3. F
4. -- U
S. '-- C
6.
Total P
Fly� Vegaatton 5�
50% of total cover: __ 2
20% of total cover —
— 1- Rapid Test for Hydrophytic Vegeaffim
Shrub Stratum (Wa size: 1 _
_ 2 - Dondnattce Test is >50%
u tit .K i C _ !(I__..LL .
2.
3. —_
4.
5.
aTotal Cover
5096 Of teal COVer __ 2096 of total cover
Herb Stratum (Plot size: )
rrww
5 `
7.
a. _-
9.
_ _ a Total Cover
=aft vine stratum 50% of tonal cover: 20% of totes cover:___
(Plot Size: )
1.
2.
3.
4.
5.
Total Cover
50% of total cover. 2096 of total cover:
rs here or an a separate -Rhw t
US Arty Corps of Ertotears
_ 3 - Prevalerm trciex is S3.W
'n
� Adspta separate
_ Hydrophytic VegewdW ( )
'Indicts of t.7 tc sop and wettand hydrology must
be pr'eseM wdess disaubed or probiarrolc.
TMO - Woody eXclu tg woody vines,
aPPr0*nata!Y 20 R (6 m) or nee to heigtu and 3 trt.
(7.6 tin) or larger In diameter at breast height (DBH).
Ong - Woody plam Wft tg woody vines,
eP 3� 0R ((66 m) er more in height and lass
Shrub - woody
mS(1to6
Herb - AD herbaceous (r=Avocdy) pests, bx wft
PAS. except woody vines, less than 3
R (1 m) in height.
Woody vine -M woody vines, regardless of ,
%"NYUU
Pitt? Yes j No
Eastern Moor te6>s and pledmom - Version 2.0
50% of total cover. 2096 of total cover:
rs here or an a separate -Rhw t
US Arty Corps of Ertotears
_ 3 - Prevalerm trciex is S3.W
'n
� Adspta separate
_ Hydrophytic VegewdW ( )
'Indicts of t.7 tc sop and wettand hydrology must
be pr'eseM wdess disaubed or probiarrolc.
TMO - Woody eXclu tg woody vines,
aPPr0*nata!Y 20 R (6 m) or nee to heigtu and 3 trt.
(7.6 tin) or larger In diameter at breast height (DBH).
Ong - Woody plam Wft tg woody vines,
eP 3� 0R ((66 m) er more in height and lass
Shrub - woody
mS(1to6
Herb - AD herbaceous (r=Avocdy) pests, bx wft
PAS. except woody vines, less than 3
R (1 m) in height.
Woody vine -M woody vines, regardless of ,
%"NYUU
Pitt? Yes j No
Eastern Moor te6>s and pledmom - Version 2.0

SOIL Sampling RoUtC Z
Proffie Description: Mosatbe to the depth needed to doannera or conibm the absence of h>�atwQ
Depth Matrix Mom
r� ichesl �_ Color (mobi —Texture Rerna ft
ic
0�2 �
rN �
'rte r_ecn.,ro.,j,,N..,. r,_.,.,.a.,«Y .,...,- �---- - -• - -- - -- -- - -- - __-
Hydric Son Indicators: -
.._. His MW (Al)
— Histk: Epoedon (A2)
— Bladt HFAc (A3)
— Hydrogen Sulfide (A4)
_ Stratified Layers VW
— 2 cm Muds (A1o) (LRR M
— Depleted BWW Dark Surface (A11)
— Thick Dark Surface (Al2)
— Sandy Mucky Mirmal (Si) gM
MLRA 147,148)
— Sandy Gleyed Mok (S4)
— Sandy Redox (SS)
— Stripped Matrix (S61
Type:
Depth ('niches):
US Army Corps of Engineers
— Dark Surface (S7)
Polyvalue Below Surface (S8) QALRA 147,148)
Thin Dark Swface (S9) QALRA 147,148)
— Loamy Gleyad Met& (F2)
— Depktted Matrix (F3)
— Redox Dark Surface (F6)
— Depleted Dark Surface (F7)
— Redmt Depvssbm 0)
— U00-Manganese Mmes (F12) (LRR AL
11 M 138)
— Umbric Surface (F13) QALRA 138,122)
— Piedmont Floodplaln Soft (F18) OKRA 148)
— Red Parent Material (F21) QALRA 127,147)
bWkatom for Problenmtc Hydit St
— 2 an Muds (A1o) ( IMLRA 147)
— Coast Prairie Redox (A16)
QM-RA 147,148)
— PbdMOM Floodplain Sd1s (F19)
QALRA 138,147)
— Very Shallow Dark Surface (1712)
— Other (Expert in Remarks)
'trams of hydrophyt* vegetation and
wedand hydrology must be present,
umless dsbrbed or tic.
HydricSonPmmtt? Yes No
Eastern Mmrte61s arb paMnm - Version 2.0

1
WETLAND DETERMINATION DATA FORM - Ea stem Mmaim and p-mdmmt Rq*m
Necuste: L- I K C r, i iP ,e (cn C y;
Sampling mpling Date: S t t 3
Applicant/Owner
Section. Tom, Range:
Um&orm Millslope, terrace. etc.): Local raw (concave, coven. Slope (9ti):
Subregion (LRR or MLRA): Let �; Dates —_
Soil Map Map Unit Name: NINI �
Are utilmadc / hydrologic Mons on the site ty W for this time of year? Yes No
Are Vegetation — SOU Or Hy significantly d�bed? Are .Normat� )
Are Vegetation Soil P Yes - No --
HYd 9Y "ritually (if needed, e*atn any answers in Rerruarirs.)
SUMMARY OF FINDINGS - Attach site map showing s wnp" point I0cadoF06 0WISects, etc.
Hydrophytic Vegetation Preserd? Yes No
Hydric Sd Present? Yes No anitlrkr a W�land? Yes pb__
Welland Hydrology R we t? Yes No
HYDROLOGY
surface Water (A1)
High Water Table (A2)
— Saturation (A3)
_/Water Meet (81)
Sediment Dept (62)
— OM Deposits (133)
— Atgel Met or Cast (64)
— Iron Deposits (B5)
nundation Visible an Aerial imagery (87)
Water Stained ? eaves (69)
— Aquatic Fauna (813)
Niue Aquatic Plants (614)
.�/rydrogern Sulfide Odor (Cl)
VV QddZed Mfto*hem an Lift Roots (0)
_. presence of Reduced lron (C4)
— Recent Cron Reduction in Tilled Soft (CS)
— Thin Music Surface (C1)
— Othm (E In Rentarlcs)
Surface Water Presm? Yes NO .0— NP (inches): B -
Water Table PreSO t? Yes No Depth Nnctes): p
Saturation Present? Yes No DeP (inches): 'L
(includes capillary ft me)
Describe Recorded Date (stream gauge, numitming w a aerial photos pnevioua
— Surface Soft Cmft (so
— y Veptated Concave Surface (BB)
— Drainage Patterns (610)
— ?Noss Trdn Lines (Ble)
— Dry - Seesaw Water Table (C2)
— Crayfish Burrows (Ce)
— Sat a Visible on Aerial lrragmy (Ce)
- .anted re Stressed Plants (D1)
—
13*011roratic POSftlar (02)
_.,f9uallow Aqui and (D3)
VV MbOCOPogreift Rum (1)4)
— FAC- Neutral Test (DS)
W6fttd Hydrology Pnrewnt? Yes -4z No
(A��� 3
- p iN�
titer.«•:.
�.. 3
pirk
US Am1y Caps of Engineers
1-7
Eastern Mmmft and Piedmont - Version 20

VEGETATION (Five Strafe) — Use scierrdfic names of plants.
Sampling Point-3 —Lt
Tree Stratum (Plot Sim )
Plrnrber of Domirterit Species
1 •
That Are OBL. FACW, or FAC:
� _ (A)
2.
Total Number of Don t m
Species AaosS AO Strata:
'aj
3.
4.
Penoau of DomlrM Species
That Are OBL. FACK or FAC:
l
WB)
5.
6.
m Total Cover
Prevelw1co b>da worksiteet
TOW % CaA►ff or Nh bz
Sadw Stratum 5096 of fatal cover: 2096 o toel cover: 091. species x 1 __
(Pat fie: 1
1 FACW species X2=
2. FAC species X3-
U 4 m species x
3. FAC�_
4 UPL species — x5-
5. CObamt Totals: __ (A) (g)
6.
PreveknC@ Irxlex m B/A a
m Total Cover Hy d ophyda Vegetedort MIMM&
5096 of total cover: 2096 of tOta1 aovW _. 1- Rapid Test for HyrdrO^* Vegetation
Shrub Stratum (Pat s 1 _ 2 - Dondnar= Test is >50%
1. SG( I x -rp.y F co-a 10 f-\ 4f W _ 3 - Prevaarxe Index IS s3:0'
2.
3.
4.
5.
6.
Total Cover
50% Of total cover: 20% Of toil MW.
M&nc Qrrnnun rw... +—.
4-�Ad or an a sepwft s
Vageiaion' (Errplabt)
'bars of hydric sob and Welland hydrol�r must
be presem IMIM d�ur0ed or pr06lerratic.
Thos - Woody plarg5. WMlw ing woody► vim,
appro)htwtely 20 it (6 m) or more in height and 3 br.
(7.6 an) or larger In diameter at breast hcight (DBH).
than 3 6 an) DBH) or more in height and less
Shrub - Woody plants eruiu ft woody VhM
apixOx MMly 3 to 20 it (1 to 6 m) to hcigltt.
7.
8. Herb - AD h (may) Plarft bxtudirrg
herbacema vitae, reprdMw of st m. and woody
90. Q (Pt to woody vines,. less than appnmdnately 3 In hekjhL
11. WOOdy Vh* - AD woody vines, regwdl= of
.TotEdQW
50% of total Cover: 2096 Of total cover:
Vine stratum (Pat Sim
2.
3.
4.
S.
a Total COVE
50% Of total CMW. __ 20% of total coves
is here Or on a she )
US Army Corps of Enghums
plasm" Yes -�SL/— No,__,
Easmm Mourilabs and Piedmom - Version 2.0

SOIL
sampwlg Poirtc 3
Profge Desatpthm: (waft to the depth rueaded to down art the indicator or 0001k., do abserroe of btdkatorW
Depth - matrix ReftFeatures
Color (md % Tmw Lae Texture Remarks
YA
'T we: C-Con Da RA- Reduced MWjk MS- Masked Sand Grains. kocadm PL-Pore M- Matrix
Hydric Soil brdiu s: b>dicatom for
H'rstos01 (Al) Dark Surface (S7) _ 2 an Muck (A10) VALRA 147) .
Histic EpiPedon (A2) _ Polyvahre Below Surface (S8) g1ALRA 147,148) _ Coast Prairie Redox (A18)
— Hydro Hydrogen S llid Dark Surface (S9) AALRA 147,14 p1A M 147,148)
_ Hydrogen Layers 5) Loamy Gkyed Matrix (F2) — Piedmont Roodplaln Soils (F10)
_ Stan Mu Layers (0 _ Depleted Matrix (F3) (MLRA 130,147)
_ 2 pl Murk (2)10) ark rf _ Redox Dark Surface (F8) _ Very Shallow Dark Surface (TF12)
_ Depleted k Surf Dark Surface (2)11) _ Depiated Dark Surface (F7) _ pg� Mplabu lo )
_Thick Dark Surface (2)12) _ Redox Depressions (F8)
-_ Sandy Mucky Mineral (Si) (LRR N, _ tron-Mangenese Masses (F12) NCR N,
MLRA 147,148) RUM 138)
_ Sandy Gleyed Me* (S4) _ Lhnbdc Surface (F13) KM 138,122) 'htdiCetws of hydraphydc vegetation and
_ Sandy Redox (S5) _ Plethnore Floodplain Soils (F18) QALRA 148) wetland hydrology mint be present,
Stripped Matrix (S2) _ Red Parent Material (F21) ORM 127,147) urfess disturbed or Pte.
Restrictive Layer Of observed):
Type:
Depth (Inches)' Hycbk Soo Pruwnt? Yes_,j / No
Remarks
US Amry Corps of Engineers
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DEED BOOK 396 EL B
I ) I B OK 416
PAGE 2247 PE 35 ffW ) : v
ROAD SECTION

WATER QUALITY NOTES AND CALCULATIONS:
1 The volume created by the 1 hour 24 hour storm event is as folloms:
I _ 0.14 Whir
C = 0.9 for Parking and Budding Area = 2.96 Ac
Q = CIA - 60 60 24 32,223.74 CF
2 The storage volume of the proposed pond is 53,029.00 CF at elevation 3678.00
3 The invert elevation of the outlet riser is at elevation 3670.00 with an average detention of 48 hours
the flow through the rise can be estimated as follows:
Q = 'Volume/time 32,223.74 48 3,600.00
Q= 0.1865 CFS
Barrel Outlet device is 0.5 feet in diameter
Average Head Top El Bottom El less Barrel Dfat2
Average Head 3678.00_ 3670.00 0.5 2 3.75 Feet
Total Area of the Perforations
c==1.40(ragged sharp edge)
Q__ CA(2gh) to 0.5 power
Q C (2gh) PomerOA
A= 0.1865 0.4 73.575 8.577587
Results
A= 0.0544 CF
Perforations have 0.5" duaneter (Area= 0.0014 SF)
_ A/(0.0014)
Number of Holes = 38.82 Use 39
4. The filter area as shown on the detail provides the 85% removal of the TSS
The volume of water discharge from the parking area if V =Af1 " of runoff'
V= 10,744.80 Volume provided in the filter area is 13,710.00 CF
5. The vegatation to be use for the embankments and perimeter of the stornrcster management
is as follows:
A. Floor of Basin Reed Carary, Grass and tall fescue
B. On embankment Cardinal Flov"er or Sensitive Fern
Note: All plants shall be NC Grade 1 and plant in accordance pith the North Carolina
Standards to produce a muter- torierant dense turf.
6. Design methods are In accordance Faith the Federal Guidelnes for Urban WaterPractices. URBAN
DRAINAGE DESIGN AvLANUAL Hydraulic Engineering Circular N. 22. FHWA -SA- 96-078 Office of
Engineering, Office of Technology Applications, 400 7th Street, SW AVashington, DC
dated November 1996.
at Oulet Orifice
'ilter Fabric Bottom El 3670.0
OW S`SiTE SPECIFIC OPERATION AND MAINTENANCE PLAN
Trap C
XLAINTENANCE:
1. INSPECTION. The Stormwster Management system shall be inspected several times in
the first few months of operation, and twice annually' thereafter. Additional inspections
shall be conducted after large storms to check for surface ponding that might indicate local
or widespread clogging. Inspections should include but not limited to outlet clogging,
erosion on embankments, erosion at the inlet and outlets, sediment accumulations/removal,
condition of emergency spillway and woody vegetation in the embankment.
2. BUFFER 1biAINTENANCE:
The conditions of the grass filter area shall be inspected twice annually. Growth should be
vigorous and dense. Bare spots, eroded area, or burned out area should be reseeded or
resodded.
1XIOWTNG:
Grass areas are to be mowed at least thrice a year to prevent woody growth and provide
aesthetics. Filter area performance will be impaired if the grass is cut too short. To
prevent grass clippings from clogging the area, mowers should he equipped with baggers or
at a minimum be directed to an area away from the filter area.
4. SEDIMENT REMOVAL:
The pre - treatment inlets to filter areas should be checked periodically and cleaned out
when sediment fill more than 10 percent of the original capacity. The cleaning of these
areas may be by manually or by a vacuum pump. Inlet and outlet pipes should be checked
for clogging and vandalism.
5. TREE PRUNING:
Adjacent trees shall be trimmed if their drip line extends over a surface or filter area so
that tree leaves do not clog the filter areas. Any pioneer trees that start to grow in the
vicinity of the filter area will be removed immediately thereby- avoiding root puncture of
the filter area though which sediment might enter the structure.
6. RESPONSIBLE PARTY. The responsible party for the operation and maintenance plan
is Angelo Accetturo, President, Elk Creek Development Company of Banner Elk, LLC
P O Boa 725, Banner Elk, NC 28604
828 783 -8005
Trash Rack
1'
01rainage Holes
With Gravel
E13680.0
El 3679.0 Freeboard 1' Min
I
\ \Principal Spillway Barrel
CONSTRUCTION SPECIFICATIONS:
1. SITE PREPARATIONS: Clear, grub and strip topsoil from areas under the
embankment to remove trees. elevation, roots anti other objectionable material. Delay
clearing the pool area until tht dams are complete and then remove brush trees and other
objectionable materials to f ellitate sediment clear out. Stockpile all topsoil or soil
containing organic matter for use on the outer shell of the embankment to facilitate
vegetative establishment. Pla,: temporary sediment control measures below the basin as
needed.
2. CUT-OFF TRENCH: Ezrxvate a cut -off trench along the centerline of the earth fill
embankment Cut the trench try stable soil material, but in no case make it less than 2 feet
deep. The cut -off trench must extend into both abutments to at least the elevation of the
riser crest Make the minimum bottom width wide enough to permit operation of
excavation and compaction equipment but in no case less than 2 feet. Make side slopes of
the trench no steeper than 1:1. Compaction requirements are the same as those for the
embankment. Keep the trench dry during backfilling and compaction operations.
3. EMBANJUVIENT; Take f1l material from the approved areas of good clean mineral
soil, free of roots woody vegetation, rocks and other objectionable material. Scarify areas
on which fill is to be placed before placing fill. The fill material must contain sufficient
moisture so it can be formed by, hand in to a ball without crumbling. If water can be
squeezed out of the ball, it is ts-o west for proper compaction. Place fill material in 6 to 8
inch continuous layers over rare entire length of the fill area and then compact it.
Compaction may be obtained b routing the construction hauling equipment over the fill so
that the entire surface of each layer is traversed by at least one wheel or tread track of the
the equipment, or a compacto! may be used. Construct the embankment to an elevation
10% higher that the design hei'€ht to allow for settling.
4. CONDUIT SPILLWAYS. S- -urely attach the riser to the barrel or barrel stub to make
a watertight structural connexions. Secure all connections beriveen barrel sections by
approved watertight assembli-_ Place the fill material around the pipe spillwm- in 4 inch
layers and compact it under aTOx around the pipe to a least the some densiiy as the adjacent
embankment. Care must be iaken not to raise the pipe from firm contact with its
foundation when compacting Trader the pipe haunches. Place a minimum depth of 2 feet of
hand - compacted backfill ore, the pipe spillway before crossing it with construction
equipment. The riser must be uachored in place by concrete or other satisfactory means to
prevent flotation. In no cast should the pipe conduit be installed by cutting a trench
through the dame after the embankment is complete.
5. EMERGENCY SPILL`VA17S: Install the emergency spillway in undisturbed soil. The
achievement of planned elevatons, grade, design width and entrance and exit channel
slopes are critical to the success ml operation of the emergency- spillway.
6. INLETS: Discharge water ivra, the basin in a manner to prevent erosion. Use diversions
with outlet protection to divert. sediment -laden water to the upper end of the pool area to
improve basin trap efficiency.
7. EROSION CONTROL: Comnmet the structure so that the disturbed area is minimized.
Divert surface water away from bare areas. Complete the embankment before the area is
cleared. Stabilize the emergency spillway embankment and all other disturbed areas above
the crest of the principal spillway embankment and all other disturbed areas above the
crest to the principal spillway bum edia #sly after construction.
8. SAFTEY: Sediment basins m;ry attract children and can be dangerous. Avoid steep side
slopes and fence and mark basim with warning signs if trespassing is likely.
9. LAINTENANCE; Check saament basins after periods of significant runoff. Remove
sediment and restore the basin to its original dimensions when sediment accumulates to
one -half the design depth. Check the embankment, spillway and outlet for erosion damage
and inspect the embankment for piping and settlement. Make all necessary repairs
immediately. Remove all trash and other debris from the riser and pool area.
Collar
- - e
Te
fNE-
----
-ut-Off Trench 2'
&!eep min
7611 V
, s
William
DEED BOOK
PAGE 73
Mouney
440
Iv
a
0
Note: The basin is to be used as
a sediment basin during construction.
Upon completion of construction the
6 " Perforated Riser for
accumulated sediment shall be removed
controlled release of
and the embankments reseeded.
stormvwater
Riser Pipe for
Water Provided detention level El 3678.8 (53,929.0 of)
Principal Spillway .
pipe Volume (53,929.0 CF) El 3678.0 for 30% addition
1 Year 24 Hour Storm Treatment Level
",nv
El 3674.71 - -
- - - -
32 223.74 CF, El 3677.6
Water Quality Volume
Infiltration Are Volume
13,483 CF
q.
at Oulet Orifice
'ilter Fabric Bottom El 3670.0
OW S`SiTE SPECIFIC OPERATION AND MAINTENANCE PLAN
Trap C
XLAINTENANCE:
1. INSPECTION. The Stormwster Management system shall be inspected several times in
the first few months of operation, and twice annually' thereafter. Additional inspections
shall be conducted after large storms to check for surface ponding that might indicate local
or widespread clogging. Inspections should include but not limited to outlet clogging,
erosion on embankments, erosion at the inlet and outlets, sediment accumulations/removal,
condition of emergency spillway and woody vegetation in the embankment.
2. BUFFER 1biAINTENANCE:
The conditions of the grass filter area shall be inspected twice annually. Growth should be
vigorous and dense. Bare spots, eroded area, or burned out area should be reseeded or
resodded.
1XIOWTNG:
Grass areas are to be mowed at least thrice a year to prevent woody growth and provide
aesthetics. Filter area performance will be impaired if the grass is cut too short. To
prevent grass clippings from clogging the area, mowers should he equipped with baggers or
at a minimum be directed to an area away from the filter area.
4. SEDIMENT REMOVAL:
The pre - treatment inlets to filter areas should be checked periodically and cleaned out
when sediment fill more than 10 percent of the original capacity. The cleaning of these
areas may be by manually or by a vacuum pump. Inlet and outlet pipes should be checked
for clogging and vandalism.
5. TREE PRUNING:
Adjacent trees shall be trimmed if their drip line extends over a surface or filter area so
that tree leaves do not clog the filter areas. Any pioneer trees that start to grow in the
vicinity of the filter area will be removed immediately thereby- avoiding root puncture of
the filter area though which sediment might enter the structure.
6. RESPONSIBLE PARTY. The responsible party for the operation and maintenance plan
is Angelo Accetturo, President, Elk Creek Development Company of Banner Elk, LLC
P O Boa 725, Banner Elk, NC 28604
828 783 -8005
Trash Rack
1'
01rainage Holes
With Gravel
E13680.0
El 3679.0 Freeboard 1' Min
I
\ \Principal Spillway Barrel
CONSTRUCTION SPECIFICATIONS:
1. SITE PREPARATIONS: Clear, grub and strip topsoil from areas under the
embankment to remove trees. elevation, roots anti other objectionable material. Delay
clearing the pool area until tht dams are complete and then remove brush trees and other
objectionable materials to f ellitate sediment clear out. Stockpile all topsoil or soil
containing organic matter for use on the outer shell of the embankment to facilitate
vegetative establishment. Pla,: temporary sediment control measures below the basin as
needed.
2. CUT-OFF TRENCH: Ezrxvate a cut -off trench along the centerline of the earth fill
embankment Cut the trench try stable soil material, but in no case make it less than 2 feet
deep. The cut -off trench must extend into both abutments to at least the elevation of the
riser crest Make the minimum bottom width wide enough to permit operation of
excavation and compaction equipment but in no case less than 2 feet. Make side slopes of
the trench no steeper than 1:1. Compaction requirements are the same as those for the
embankment. Keep the trench dry during backfilling and compaction operations.
3. EMBANJUVIENT; Take f1l material from the approved areas of good clean mineral
soil, free of roots woody vegetation, rocks and other objectionable material. Scarify areas
on which fill is to be placed before placing fill. The fill material must contain sufficient
moisture so it can be formed by, hand in to a ball without crumbling. If water can be
squeezed out of the ball, it is ts-o west for proper compaction. Place fill material in 6 to 8
inch continuous layers over rare entire length of the fill area and then compact it.
Compaction may be obtained b routing the construction hauling equipment over the fill so
that the entire surface of each layer is traversed by at least one wheel or tread track of the
the equipment, or a compacto! may be used. Construct the embankment to an elevation
10% higher that the design hei'€ht to allow for settling.
4. CONDUIT SPILLWAYS. S- -urely attach the riser to the barrel or barrel stub to make
a watertight structural connexions. Secure all connections beriveen barrel sections by
approved watertight assembli-_ Place the fill material around the pipe spillwm- in 4 inch
layers and compact it under aTOx around the pipe to a least the some densiiy as the adjacent
embankment. Care must be iaken not to raise the pipe from firm contact with its
foundation when compacting Trader the pipe haunches. Place a minimum depth of 2 feet of
hand - compacted backfill ore, the pipe spillway before crossing it with construction
equipment. The riser must be uachored in place by concrete or other satisfactory means to
prevent flotation. In no cast should the pipe conduit be installed by cutting a trench
through the dame after the embankment is complete.
5. EMERGENCY SPILL`VA17S: Install the emergency spillway in undisturbed soil. The
achievement of planned elevatons, grade, design width and entrance and exit channel
slopes are critical to the success ml operation of the emergency- spillway.
6. INLETS: Discharge water ivra, the basin in a manner to prevent erosion. Use diversions
with outlet protection to divert. sediment -laden water to the upper end of the pool area to
improve basin trap efficiency.
7. EROSION CONTROL: Comnmet the structure so that the disturbed area is minimized.
Divert surface water away from bare areas. Complete the embankment before the area is
cleared. Stabilize the emergency spillway embankment and all other disturbed areas above
the crest of the principal spillway embankment and all other disturbed areas above the
crest to the principal spillway bum edia #sly after construction.
8. SAFTEY: Sediment basins m;ry attract children and can be dangerous. Avoid steep side
slopes and fence and mark basim with warning signs if trespassing is likely.
9. LAINTENANCE; Check saament basins after periods of significant runoff. Remove
sediment and restore the basin to its original dimensions when sediment accumulates to
one -half the design depth. Check the embankment, spillway and outlet for erosion damage
and inspect the embankment for piping and settlement. Make all necessary repairs
immediately. Remove all trash and other debris from the riser and pool area.
Collar
- - e
Te
fNE-
----
-ut-Off Trench 2'
&!eep min
7611 V
, s
William
DEED BOOK
PAGE 73
Mouney
440
Iv
a
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OR MXY MORIAM
Rim E 1 3682.5 uj
'00 11W
Q
LEWIS
FS, r&E 11 CDgMT)RMSTANT PAGE 2247 ic N ACE
FINISH WIN AM
E IS NW Inv El 3679-81
W
OU7=E WALL
MW
• DEED BOOK 3(,6
T-S" PAGE 2247 DES EB3 0 K 4 16 , E 1.. , ! :, I
P��E/3544 W I I C M NAni i n
PLAN
Q�ZOWOW
a. W -
a.
<
z
':'z 6
Z
Z
2
el
T
�"wd� 0
.4-46 LO
WITH 4000.-nS.I.. TYPE 11 CEMENT.
RZaw
2. PRECAST MICRETE MANHOLE BASES SHALL HAVE A
a
16
NOTE:
0
W6 Q;"
0
AND SHALL 0UZE TYPE 11 CEMENT.
W1100 w
3. CONCRETE PLACED IN MANHOLE INVERTS SHALL HAVE A
Z":"' W
CL
MINIMUM 21'OAY COMPRESSIVE STRENGTH OF 4000 P.S.I.
E
AND SHALL "TnUZE TYPE It CEMENT.
W oI z7:
"04
0-
4. LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT
W2 �40
jw
LL < z
PERMITTED.
Z1d©B:M�
E Iii
5. ALL PIPE PEMMEATIONS SHALL BE PRECAST OR CORE-
D W
7g
CUS
DRILLED.
W
n
6. AN A-LOK -,*PE COLLAR. KOR-N-SEAL, OR AN APPROVED
2 :) -W
6060
zzz
RUBBER ElCrT SHALL BE USED AT ALL PIPE
2:)Zo�g
H<041Q.()
2i-o_„Oz
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3
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NE Inv El 3672.44 5
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EASEMENT
EE SEMI BOU�K 4
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7
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PAGE 1428 jPry 'El ",7 71�_)S/ 8 11W e U
--- - -------- -- -- helu
Cox 34.A ew M M # 19 1 >
DEED BOOK 396 Rim El 3646.Li5'�-_j_ 5
-34 SIM
00
W
U?MMFGR= OONCRM BOICH NW Inv El 3691.00 Z C
New M Fi
I" IROM FINISH. CAND N E Inv El 3691.10 - 5*
OR MXY MORIAM
Rim E 1 3682.5 uj
'00 11W
Q
LEWIS
FS, r&E 11 CDgMT)RMSTANT PAGE 2247 ic N ACE
FINISH WIN AM
E IS NW Inv El 3679-81
W
OU7=E WALL
MW
• DEED BOOK 3(,6
T-S" PAGE 2247 DES EB3 0 K 4 16 , E 1.. , ! :, I
P��E/3544 W I I C M NAni i n
PLAN
VIEW
FLOW THRU
EXHIBIT Na S-7C
1. PRECAST MAiIHOLE SECTIONS SHALL BE MANUFACTURED
ASSEMBLY
PIPE SIZE
IN ACCORDAVCE WITH LATEST EDITIONS OF ASTM C-478
5.
WITH 4000.-nS.I.. TYPE 11 CEMENT.
i2
2. PRECAST MICRETE MANHOLE BASES SHALL HAVE A
a
16
NOTE:
FRAME & COVER U. & FOUNDRY Nm 170
TYPE "r OR 'K* LABELED *WASTEWATW
TOP OF
SEE OET0JL S-70-,,
5' WALL
(MIN.)
PIPE SHALL NOT
13E IN CONSTRUCTION
JOINT OF MANHOLE
-Z
SECTION VIEW
JOINT DETAIL
' MAX FOR NEW CWST.
)JUSIM RINGS
PRECAST REINFORCED CONCRETE
CONCENTRIC CONE SECTION
KEYED TO LOWER WALL
tECAST REINFORCED CONCRETE
.CTIONS AS REQUIRED,
NED TO ABUTTING SECITONS.
8' SHELF MIN.
6" MIN.
V OF CRUSHED STONE
FOOT
DEED BOOK ,"y 440
PAGE 73
RESTRAINED JOINT REQUIREMENTS
FLUSHING & SAMPLING
EXHIBIT Na S-7C
1. PRECAST MAiIHOLE SECTIONS SHALL BE MANUFACTURED
ASSEMBLY
IN ACCORDAVCE WITH LATEST EDITIONS OF ASTM C-478
WITH 4000.-nS.I.. TYPE 11 CEMENT.
2. PRECAST MICRETE MANHOLE BASES SHALL HAVE A
MINIMUM 28 _-AY COMPRESSIVE STRENGTH OF 4000 P.S.I.
0
AND SHALL 0UZE TYPE 11 CEMENT.
3. CONCRETE PLACED IN MANHOLE INVERTS SHALL HAVE A
CL
MINIMUM 21'OAY COMPRESSIVE STRENGTH OF 4000 P.S.I.
E
AND SHALL "TnUZE TYPE It CEMENT.
4. LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT
PERMITTED.
E Iii
5. ALL PIPE PEMMEATIONS SHALL BE PRECAST OR CORE-
00
CL 04
DRILLED.
0 L)
6. AN A-LOK -,*PE COLLAR. KOR-N-SEAL, OR AN APPROVED
> z
0 ILO
RUBBER ElCrT SHALL BE USED AT ALL PIPE
r-
PENETRATI016.
W
0 x
7. "D-LW. "Ai4r.,NASTOP' OR APPROVED EQUAL AT ALL RISER
JOINTS. 1/2' THICK WITH WIDTH AT LEAST 1/2 THE WALL
THICKNESS.
W CL M
SHT, NO.
8. THE INTERIOR: OF THE ADJUSTMENT SECTION SHALL BE
6 of 9
PLASTERED AqTH ale ACID RESISTANT MORTAR WHEN
6-0912
BRICK ADJUSTMENT RING IS USED OTHER APPROVED
EQUAL COIC-TRUCTION MAY BE CONSIDERED.
T,
9. MANHOLE C:TfER SHALL BE WATERTIGHT OR EQUIPPED
WITH A INF-i'W PROTECTOR. IN SODDED AREAS AND
Tl:,:
MANUFACTURED BY U.S. FOUNDRY-170E-ORS, OR
APPROVED -:.^4UAL
10. BOTTOM BARREL AND BASE OF MANHOLE TO BE
MONOLITHICALLY CAST.
11. SERVICE LVr-RALS SHALL NOT ENTER MANHOLES UNLESS
SPECIFIED CIA THE PLANS AND THEN MUST BE TREATED
AS MAINS ;SHOW ELEVATIONS, PRECAST OR CORE-DRILLED
I
VERTICAL CLEARANCE
PENETRATIONS. FLOW CHANNEL CONSTRUCTION, ETC.).
12. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR
ALL INFLUEW7 LINES WHICH HAVE AN INVERT 2' OR MORE
ABOVE THEWANHOLE INVERT.
13. FOR NON-S,,ANDARD MANHOLES. THE ENGINEER OF
RECORD SHALL DESIGN ALL MANHOLE REINFORCEMENT
STEEL AND z'OINT DETAILS AND SHALL SUBMIT
CALCULATIOG TO THE COUNTY FOR REVIEW.
14. PRECAST CF, CORE-DRII.LED PENETRATION DIAMETERS
0
SHALL ER MANUFACTURER SPECIFICATIONS OR AS
BE PE
FOLLOWS-
10" TO '-f FOR 8* DIAMETER PIPE.
12* TO FOR 10* DIAMETER PIPE.
16" FO F.' '12" DIAMETER PIPE
15. MATERIALS �:F CONSTRUCTION, PLACEMENT. AND
HORIZONTAL CLEARANCE
COMIPACTIO�. REQUIREMENTS FOR BEDDING MATERIALS
SHALL BE :9-R COUNTY SPECIFICATIONS.
16. FLOW CHAWELS SHALL BE CONSTRUCTED TO DIRECT
WATER DL41N & SANITARY CLEARANCES
INFLUENT 00,43 THE FLOW STREAM.
17. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED
BETWEEN PFEES WITH DIFFERENT INVERT ELEVATIONS TO
PROVIDE FOR' SMOOTH ROWS
2"PERMANENT BLOW OFF
WATER AND
MAIN
ASSEMBLY
SANITARY CLEARANCES
NOT TO SCALE
DEED BOOK ,"y 440
PAGE 73
RESTRAINED JOINT REQUIREMENTS
0
C:
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SHT, NO.
6 of 9
JOB NO.
6-0912

ti
1000�
40e IF Deck
Dining
Nook,
oom
Kitchen
Bedroom
I
ib
NA
6
Uj
LLI LLJ
Z
< Uj
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­4
EQ
411
101
PLANT SCHEDULE (AREA B)
SUPPORT TREE WITH THREE GUYS
P'EJR IEEE SPREAD 120 DEG, APART
SE 1 GA. GA; V. TWISTED WIRE.
landscape design by:
PLACE GARDEN HOSE AROUND
,dAINFA;r� FOR "NE GROWING
Botanical Name
TREE GUYS @ TREE TRUNK
Size Spacort
S '�SON 1 F
, NEEDED.
-GROUND LINE TO BE AT SAME
GUYS TO 2"x4"x 30' WOOD
CYPRESS
HEIGHT AS AT NURSERY
Trees
SIAK,FS PLACED FLUSH WITH GROUND
PLACE 3°
REMOVE BURLAP FROM TOP
LANDS: -,PE NOTES:
MULCH ABOVE ROOT BALL
OF ROOT BALL
Acer rubrum 'Autumn Flame'
Autumn Flame Red Maple
2-1/2" - 3" Cal. (10' -12'1­!T)
Xl�\\_Xl
\>
4
Acer saccharum
Sugar Maple
2-1/2" - 3" Cal. (10' -12' HT)
BACKFILL WITH TOPSOIL
,0NS_hRUCT EARTH SAUCER WITH 4" HIGH
Al
EiERM-FLOOD
,mvnmwv�,,
\ � & PEATMOSS 3:1 RATIO
WITH WATER TWICE
�0/ FIRST
EXCAVATE HOLE 6" GREATER
BY VOLUME IN 9" LAYERS
;/1 "! 24 HOURS. PLACE Y CYPRESS'
oAIU CHI ABOVE TREE ROOT BALL MIN 3' DIA.
THAN PLANTS ROOT MASS.
WATER EACH LAYER UNTIL
10\"
SETTLED. DO NOT TAMP,
5. Place 3' of shredded hardwood mulch to form a continuous path between and around all shrubs and
SHRUB
TREE
EXCAvAll �iOILE 12 GREATER
ON ShDES BOTTOIN.",
ti
1000�
40e IF Deck
Dining
Nook,
oom
Kitchen
Bedroom
I
ib
NA
6
Uj
LLI LLJ
Z
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­4
EQ
411
101
PLANT SCHEDULE (AREA B)
landscape design by:
Key
Oty.
Botanical Name
Common Name Size
Size Spacort
Notes
planning + design
Trees
10
LANDS: -,PE NOTES:
AR
5
Acer rubrum 'Autumn Flame'
Autumn Flame Red Maple
2-1/2" - 3" Cal. (10' -12'1­!T)
B&B
AS
4
Acer saccharum
Sugar Maple
2-1/2" - 3" Cal. (10' -12' HT)
B&B
QR
7
Quercus rubra
Red Oak
2-1/2" - 3" Cal. (10' -12' HT) I
B&B
CL C14
0
4. All kNidscape material shall be Installed per provided planting detail.
4) 0
5. Place 3' of shredded hardwood mulch to form a continuous path between and around all shrubs and
Shrubs
> Z
4) 11111)
0 C14
groundc�,ver material. Plant beds shall be a minimum S in width, where possible.
6. All required permits must be obtained by the Landscape Contractor.
KL
58
Kalmia latifolia
Mountain Laurel
5 Gal. 6- 60C
120 day. from the date of Initial acceptance by the Owner.
RK
113
Rhododendron kaempferi
Kaempferi Azalea
5 Gal. 36" - 48" OC
(or similar variety)
RC
63
Rhododendron minus var. chapmanii
Chapman's Rhododendron
5 Gal. 36" - 48" OC
(or similar variety)
SHT. NO,
-------- -- - -- -----­-­-- - -------
7 of
9
landscape design by:
KBJones
planning + design
10
LANDS: -,PE NOTES:
1. All p nt material shall be North Carolina #1 or better and installed to highest nursery standards.
0
Plants _hall be healthy, free of pests and disease.
0
2. All required trees must be a minimum of 1-1/2" DBH (diameter breast height) and 6' high above
grade tt time of planting.
3. All Squired shrubs must be 24" at time of planting and be maintained at a minimum of 36" In
00
height -.nd North Carolina #1 or better.
CL C14
0
4. All kNidscape material shall be Installed per provided planting detail.
4) 0
5. Place 3' of shredded hardwood mulch to form a continuous path between and around all shrubs and
7D
> Z
4) 11111)
0 C14
groundc�,ver material. Plant beds shall be a minimum S in width, where possible.
6. All required permits must be obtained by the Landscape Contractor.
(D x
I. The '_tindscape Contractor shall warranty and guarantee oil plant material and labor for a period of
0 0
Co
V
120 day. from the date of Initial acceptance by the Owner.
C
0 r-
8. All ooen areas not planted to be turf, with Kentucky-31 Toll Fescue (220 lbs/acre) Hydroseed.
is -Y 0
Lai 0- M
SHT. NO,
-------- -- - -- -----­-­-- - -------
7 of
9
JOB NO.
6-0912

PLAYA' SCHEDULE (AREA A)
0
J
SUPPORT TREE WITH
J
PER TREE SPREAD 1 20 DEG. ATARI
_- -USE 10 GA. GALV TV,11STED 'jsQF,
W
PLACE GARDEN HOSE AROUND
MAINTAIN FOR ONE ,RO��ING
Key
Qty.
Botanical Name
Common Name Size
Size
Spacing
Notes
- -- CONNECT GUYS T( T `000
C
- HEIGHT AS AT NURSERY &
STAKES PLACED l... 7I- r1;uND
PLACE 3' CYPRESS
REMOVE BURLAP FROM TOP
Trees
0
MULCH ABOVE ROOT BALL
OF ROOT BALL
AR
4
Acer rubrum'Autumn Flame'
Autumn Flame Red Maple
2 -1/2" - 3" Cal. (10' -12' HI)
V)
B &B
AS
6
Acer saccharum
Sugar Maple
2 -1/2" - 3" Cal. (10' -12' H
i/ . _ E
\j MULCH ABOVE 72EF '•D ^T Es�.!_ IMiN 3' DIA.
B &B
CD
5
Cedrus deodara
Deodar Cedar
2 -112" - 3" Cal. (10' -12' HT)
8of9
B &B
CC
2
Cercis canadensis
Eastern Redbud
2" Cal (8' -10' HT)
B &B
CF
9
Cornus florida
Flowering Dogwood
2" Cal (8' -10' HT)
B &B
LT
4
Liriodendron tulipifera
Tulip Poplar
2 -1/2" - 3" Cal. (10' -12' HI)
B &B
PT
4
Pinus taeda
Loblolly Pine
2" Cal (6-8' HT) _
B &B
QR
6
Quercus rubra
Red Oak
2 -1/2" - 3" Cal. (10' -12' HT)
B &B
Shrubs
EA
35
Euonymus alatus
Burning Bush
5 Gal.
48" - 60" CC
ICB
51
Ilex cornuta 'Burfordii'
Burford Holly
5 Gal.
48" - 60" OC
JO
20
Jasinum officinale
Common Jasmine
5 Gal.
36" - 48" CIC
KL
58
Kalmia latifolia
Mountain Laurel
5 Gal.
5'- 60C
PLO
89
Prunus laurocerasus 'Otto Luken'
Otto Luken Cherry Laurel
5 Gal.
5'- 60C
PLS
78
Prunus laurocerasus schinkaensis
Schip Laurel
5 Gal.
5'- 60C
RC
12
Rhododendron minus var. chapmanii
Chapman's Rhododendron
5 Gal.
3611- 48" OC
(or similar variety)
RK
184
Rhododendron kaempferi
Kaemperi Azalea
5 Gal.
36" - 48" OC
(or similar variety)
Groundco \er
492 SF
Euonymous fortunei
Wintercreeper
512 SF
Lavandula angustifolia
Lavender
o °o °o °o °o °0
65 SF
Hemerocallis hybrida
Daylily
Yellow flowers
+ - +Tr . +T ++
347 SF
Verbena canadensis
Verbena
White flowers
9,735 SF
Ernst Seed Mix
NC Mountain Uplands Mix
Seeding Rate: 20lb /acre
Ernst Conservation Seed (P: 800.873.3321)
J'
e-
�'
a 4 1-
f 4
e 1
• ' , . ♦`a ... rr > it 1 a � . _. /- � /
t .
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V
• �a; �/ r ! /r •
landscape design by:
et. B t} ,yam
Tv"Me
planning desigif'
L ,-SCAPE NOTES:
1 Ali plant material shall be North Carolina #1 or better and 'installed to highest nursery standards.
Pla s shall be healthy, free of pests and disease.
2. A'I required trees must be a minimum of 1 -1/2" DBH (diameter breast height) and 6' high above
grade at time of planting.
3 Ail required shrubs must be 24" at time of planting and be maintained at a minimum of 36" In
hekht and North Carolina #1 or better.
4. AA landscape material shall be Installed per provided planting detail.
5 ;'ace 3" of shredded hardwood mulch to form a continuous path between and around all shrubs and `
gry ;cdcover material. Plant beds shall be a minimum 3' in width, where possible.
6. AA required permits must be obtained by the Landscape Contractor.
7. -ne Landscape Contractor shall warranty and guarantee all plant material and labor for a period of
120 days from the date of initial acceptance by the Owner.
S. A€ open areas not planted to be turf, with Kentucky -31 Toll Fescue (220 Ibs /ocre) Hydroseed.
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STAKES PLACED l... 7I- r1;uND
PLACE 3' CYPRESS
REMOVE BURLAP FROM TOP
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landscape design by:
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planning desigif'
L ,-SCAPE NOTES:
1 Ali plant material shall be North Carolina #1 or better and 'installed to highest nursery standards.
Pla s shall be healthy, free of pests and disease.
2. A'I required trees must be a minimum of 1 -1/2" DBH (diameter breast height) and 6' high above
grade at time of planting.
3 Ail required shrubs must be 24" at time of planting and be maintained at a minimum of 36" In
hekht and North Carolina #1 or better.
4. AA landscape material shall be Installed per provided planting detail.
5 ;'ace 3" of shredded hardwood mulch to form a continuous path between and around all shrubs and `
gry ;cdcover material. Plant beds shall be a minimum 3' in width, where possible.
6. AA required permits must be obtained by the Landscape Contractor.
7. -ne Landscape Contractor shall warranty and guarantee all plant material and labor for a period of
120 days from the date of initial acceptance by the Owner.
S. A€ open areas not planted to be turf, with Kentucky -31 Toll Fescue (220 Ibs /ocre) Hydroseed.
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Rock Filter Basin /Sediment Trap
Energy Dissipotor / Level Spreader Cross - sections j
(Plan view) Rtp -rap (Od 9-)
- »- -s- -H
(Cross - section view)
Rtp -rap (Od 9
Uitch. Line ._.. Stone tpter
- -- - blanket
Ditch Line Basin and Check Dam
Overhead View
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• Filter
flow s/ ..• da"
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Sediment Pit
Cross - section
Row Channel
fly,
Sediment Pit
Rock Filter in Ditch
Rip -rap
Flow
Gravel Filter
Cross - section
Stone cross- sectio-
ao'
min.
NOTE Stdtment bask, skW *9 be dictatod by rek&rrt topWOOY
Temporary Grc gel
Construction En-ronce
r'7" type steel post, min. 5'
�wefded wire fence fob*
Synthetic "I,* fastened to
Gravel Filter, M lfe "
WaMed stone baekfll
jFfow�
Temporary Silt FG ^ce
Aerial View
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detail Rip -rap Apron
Design for Gross -lined Channels
(also see Ditch Stabilization Detail)
Silt Fence Grovel Opening
Located at 50 Foot intervals
CHANNEL INSTALLATION
APLICACIONES PARA CANALES
(30
Notes:
1. Materials and construction practices for concrete masonry
rep of beam 3
staage�-
See plan for
for Concrete Mosonry Structures (ACI 531).
size (length,
30' stoup eopocily
width, and
Is
depth)
wa-rop
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3. Steel reinforcement shall be clean, free from harmful
(Cross - section view)
Rtp -rap (Od 9
Uitch. Line ._.. Stone tpter
- -- - blanket
Ditch Line Basin and Check Dam
Overhead View
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How
Channel "t,{ Rock
• Filter
flow s/ ..• da"
.. m
Sediment Pit
Cross - section
Row Channel
fly,
Sediment Pit
Rock Filter in Ditch
Rip -rap
Flow
Gravel Filter
Cross - section
Stone cross- sectio-
ao'
min.
NOTE Stdtment bask, skW *9 be dictatod by rek&rrt topWOOY
Temporary Grc gel
Construction En-ronce
r'7" type steel post, min. 5'
�wefded wire fence fob*
Synthetic "I,* fastened to
Gravel Filter, M lfe "
WaMed stone baekfll
jFfow�
Temporary Silt FG ^ce
Aerial View
u-rr
detail Rip -rap Apron
Design for Gross -lined Channels
(also see Ditch Stabilization Detail)
Silt Fence Grovel Opening
Located at 50 Foot intervals
CHANNEL INSTALLATION
APLICACIONES PARA CANALES
(30
Notes:
1. Materials and construction practices for concrete masonry
components shall: comply with the "Building Code Requirements
s
for Concrete Mosonry Structures (ACI 531).
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2. Use fine grol<it where grout space is less than 3 inches
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in least dimension:,. Use coarse grout where the least dimension
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rust, and in compliance with applicable ASTM standards
for deformed ly,ars and steel wire.
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masonry work 1-.Ias been completed and before grouting.
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5. Design is based on a soil weight (vertical pressure) of
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100 PCF, Horizontal pressure is based on an equivalent
fluid weight for the soil of 45 PCF.
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6. Top of mc:sonry wall shall be capped as shown
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spaces. Where bond beams are used, steel is placed in
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the beams as he wall is constructed.
PROVIDE PERFORATED PVC
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UNDERDRAIN PIPE
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grout in 4 foot. layers. 1 hour between each pour. Allow
IN GRAVEL FILL
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SLOPE TO PROVIDE ADEQUATE FLOW
Prevent water from accumulating behind wall by a continuous
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drains with felt covered open combined with waterproofing.
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8. Heavy equipment used in backfilling shall not approach
closer to the top of the wall than a distance equal to the
height of the wall.
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9. All backfill sha.`,i be of good clean fill and compacted in one (1)
foot layers and s;hail attain a minimum density of 95% ASTM 1557 -78.
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and bacicfilled vvtih good clean soil compacted to 95% minimum
density In accordance with ASTM D- 1557 -98 In one (1) foot layers.
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11. All stone wall shall be provide with drainage gravel and drainage pipe to
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relieved the water pressure behind the wall in accordanc with the drainage detail.
CM)
(15 CM)
�> °
(15 CM)
'�.. (10 CM - 15 .
(15 EM)
1. Pi3':ARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED
Pr. ARED AREA, CELL-0 - SEED MUST BE INSTALLED ED WITH PAP ER SID E DOWN.
2. BEE5N AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM DEEP X 6" (15 CM) MADE TRENCH WITH APPROXIMATELY 12" (30 CM) OF BLANKET
=LADED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANK T WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" 130 CM) APART IN THE
T THE TRENCH P TO COMPACTED SOIL AN F REMAINING 12 30 CM PORTION OF
B ='70M OF THE TRENCH BACKFILL AND COMAPC E TENCH AFTER STAPLING. APPLY SEED L D OLD RE
E
131INKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
AtROSS THE M9DTH OF THE BLANKET.
3. RZ-1 CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
ELINKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES iN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WEN USING THE DOT SYSTEM °. STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOT'S CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PUCE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) NTH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
AF�IRT AND 4" (10 CM) ON CENTER TO SECURE BLANKETS.
5. FLL L LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED NTH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30 CM) APART IN A e (15 CM)
D• X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
6. FL.JACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED.
7. IK .41GH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - t2 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED a (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. T -t: 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)
WIE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
N 'TE:
� N LOOSE SOiL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
A NOTE:
B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A C. CHANNEL BOTTOM /SIDE - IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
C
PUNTOS CRITICOS NOTA:
A. TRASLAPES Y JUNTAS * LA SEPARACION HORIZONTAL DE LAS GRAPAS SE DEBE ALTERAR
B. LINERS DE AQUA PROYECTADA $1 SE NECESITA, PARA PERMITIR QUE LAS GRAPAS ASEGUREN LOS
C. FONDO DEL CANAL /VERTICES PUNTOS CRITICOS A LO LARGO DE LA SUPERFICIE DEL CANAL
DE LAS PENDIENES LATERALES ** EN CONDICIONES DE SUELO SUELTO. PUEDE QUE SE NECESITEN
GRAPHS O ESTACAS DE MAS DE 6" (15 CM) DE LARGO PARA
ASEGURAR LAS MANTAS CORRECTAMENE.
1. PPEE ARE EL SUELO DE COLOCAR LAS MANTAS, INCLUYENDO LA APLICASION DE CAL, FERTILIZANE SEMILLA, NQTA: CUANDO ESE USANDO CELL-O -SEED NO SIEMBRE EL
AREA PREPARADA. CELL -O -SEED TIENE QUE INSTALARSE CON EL LDD DE PAPEL HACIA ABAJO.
2. COWIENCE EN LA CABECERA DEL CANAL SUJETANDO LA MANTA EN UNA ZANJA DE 6" (15 CM) DE PROFUNDIDAD POR 6" (15 CM). DE ANCHO CON APROXIMADAMENTE
12" (30 CM) DE LA MANTA EXENDIDA MAS ALLA DE LA PENDIENTE ALTA DE LA ZANJA. SUJETE RELLENE Y COMPACE LA ZANJA DESPUES DEL ENGRAPE. RIEGUE LA
SEWILLA EN EL SUELO SLl�Q CON UNA UNEDE�GRAPAS 0 ESTACAS APROXIMADAMENTE 12- (30 CM) UNA DE A OTRA ATRAVES DEL SUELO COMPACTADO.
DE LA MANTA.
ASEGURE LA MANTA SOBRE EL
3. DESENROLLE LA MANTA DEL MEDIO EN EL FONDO DEL CANAL Y EN LA DIRECCION DEL FLUJO DE AGUA CON EL LADD APROPIADO HACiA LA SUPERFICIE DEL SUELO,
TCrAS LAS MANTAS DEBERAN ASEGURARSE A LA SUPERFICIE DEL SUELO POR MEDIO DE GRAPAS 0 ESTACAS EN LUGARESAPROPIADOS TAL Y COMO SE NOICA EN EL
PK7- ON GUTA DE ENGRAPADO. CUANDO ESE USANDO EL DOT SYST'E11M. LAS GRAPAS 0 ESTACAS DEBEN COLOCARSE A TRAVES DE CADA UNO DE LOS PUNTOS CON
CCLLR CORRESPONDIENES AL PATRON DE ENGRAPADO APROPIADO.
4. CCLOQUE LAS MANTAS CONSECUTiVAS BORDE SOBRE HORDE (TiPO ESCALONADO) CON UN TRASLAPE DE 4" - 6" (10 CM - 15 CM). USE UNA LINEA DOBLE DE GRAPAS
ESALONADAS. SEPARADAS POR 4" (10 CM) Y CADA 4" (10 CM) SOBRE EL CENTRO PARA ASEGURAR LAS MANTAS.
5 AP. OXIM DADE IE LAS DOS CADA 12* (30 CM) UNA RDAE LA OTRA EN UNA SE ZANJASDE 6- (15�CM)EDELARGO OFUNDIDD POR 6° (15 CM) DEAANCHO. RELLENE DE GRAPAS 0
LA ESTACAS
DES- -UES DEL ENGRAPE.
6. "S MANTAS ADYACENES DEBEN TRASLAPARSE APROXiMADAMENE DE 2" - 5" (5 CM- 12.5 CM) (DEPENDIENDO DEL TIPO DE, MANTA) Y ENGRAPPARSE.
7. EN APPUCACIONES PARA CANALES DE FLUJO ALTO, SE RECOMIENDA DEJAR UNA RANURA PARA EL CHEQUEO DE LAS GRAPAS A INERVALOS DE 30 A 40 PIES
(S! 4i - 12 M). USE UNA LINEA DOBLE DE PRAPAS ESCALONDAS. SEPARADAS POR 4" (10 CM) Y CADA 4" (10 CM) SOBRE EL CENTRO A TRAVES DE TODD EL ANCHO
1= C;T AL
& DE 6BORDES 115 CM) DE PROFUNDIDAD POR - (15 CM) EDANCHONRELLENE FY GRAPAS 0 ESTACAS
DEL ENGRAPADO. ENE CADA 12' 30 CM) UNA DE LA OTRA EN UNA ZANJA
NG'1:
* yt CONDICIONES DE SUELTO, PUEDE QUE SE NECESITEN GRAPAS 0 ESTACAS DE MAS DE 6" (15 CM) DE LARGO PARA ASEGURAR LAS MANTAS CORRECTAMENE.
SHORELINE INSTALLATION
APLICACIONES PARA LAS LINERS COSTERAS
WON
(30 CM)
1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION.
2. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPUCA71ON OF LiME, F£RTIUZER, AND SEED
NOTE: WHEN USiNG CELL -O -SEED, DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30 CM) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR
WITH A R TAP TAK APPROXIMATELY 12 3 CM APART ill THE BOTTOM OF THE TRENCH.
THE BLANKET OW OF S LES /S ES (0 ) G
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
4. ROLL BLANKETS EITHER (A.) DOWN THE SHORELINE FOR LONG BANKS, (TOP TO BOTTOM) OR (B.) HORIZONTALLY ACROSS
THE SHORELINE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SiDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST
BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. WHEN USING THE DOT SYSTEM°; STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
CORRESPONDING To THE APPROPRIAE STAPLE PATTERN.
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL BLANKET SEAMS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM)
OVERLAP.
NOTE-
* SEAM OVERLAP SHOULD BE SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION.
6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE BLANKET
IN A 12" (30 CM) DEEP X 6" (15 CM) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES
SPACED APPROXIMATELY 12" (30 CM) APART IN THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING (STONE OR
SOIL MAY BE USED AS BACKFILL.)
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY
TO PROPERLY ANCHOR THE BLANKETS.
1. PARA UNA INSTALACION MAS FACIL, BAJE EL NiVEL DEL AGUA DEL PUNTO A AL PUNTO B, ANTES DE LA INSTALACiON.
2. PREPARE EL ERRENO ANTES DE LA INSTALACION DE LAS MANTAS, INCLUYENDO APUCACION DE CAL, FERTILiZANTE Y SEMILLA.
NOTA: CUANDO ESE USANDO CELL-O -SEED NO SIEMBRE EL AREA PREPARADA. CELL-O -SEED TIENE QUE INSTALARSE CON
EL LADO DE PAPEL HACIA ABAJO.
3. COMIENCE EN LA CABECERA DE LA LINEA COSERA SUJETANDO LA MANTA EN UNA ZANJA DE 6" (15 CM) DE PROFUNDIDAD POR
6" (15 CM) DE ANCHO CON APROXIMADAMENTE 12" (30 CM) DE LA MANTA EXENDIDA MAS ALLA DE LA PENDIENTE ALTA DE LA
ZANJA. SUJEE LA MANTA AL FONDO DE LA ZANJA CON UNA LINEA DE GRAPAS 0 ESTACAS APROXIMADAMENTE 12" (30cm) UNA
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
DE LA ORTA. RELLENE Y COMACE LA ZNNJA DESPUES DEL ENGRAPE. RIEGUE LA SEMILLA EN EL SUELO COMPACTADO Y DOBLE
LAS 12" (30 CM) REMANNES DE MANTA SOBRE LA SEMILLA Y EL SUELO COMPACTADO. ASEGURE LA MANTA SOBRE EL SUELO
CON UNA LINEA DE GRAPAS 0 ESTACAS APROXIMADAMENTE 12" (30 CM) UNA DE LA ORTA A TRAVES DEL ANCHO DE LA MANTA.
4. DESENROLLE LAS MANTAS (4A) HACIA ABAJO EN LA LINEA COSERA PARA RIBERAS LARGAS U (4B) HORIZONTALMENE A TRAVES
DE LA PENDIENTE DE ESTA CON EL LADO APROPIADO HACIA LA SUPERFICIE DEL SUELO. TODAS LAS MANTAS DEBERAN
ASEGURARSE A LA SUPERFICIE DEL SUELO POR NEDIO DE GRAPAS 0 ESTACAS EN LUGARES APROPIDOS TAL Y COMO SE INDICA
EN EL PATRON GUTA DE ENGRAPADO. CUANDO ESE USANDO EL DOT SYSEiu{", LAS GRAPAS 0 ESTACAS DEBEN
COLOCARSE A TRAVES DE CADA UNO DE LOS PUNTOS CON COLOR CORRESPONDIENTES AL PATRON DE ENGRAPADO APROPIADO.
5. LOS BORDES DE LAS COSTURAS DE LAS MANTAS HORIZONTALLS Y VERTiCALES DEBEN ENGRAPARSE CON UN TRASLAPE DE
APROXIMADAMENTE 2" - 5" (5 CM - 12.5 CM).
NOTA:
* LA COSTURA DEL TRASLAPE DEBE CUBRIRSE DE ACUERDO A LA ACCION PREDOMINANE DE EROSION.
6. EL BORDE DE LA MANTA QUE ESTA AL 0 POR DEBAJO DEL NiVEL DE AGUA NORMAL DEBE ASEGURARSE COLOCANDOLO EN UNA
ZANJA DE C 1 PROFUNDIDAD 1C ANCHO. E MANTA CON UNA LINEA
DE GRAPAS O ESTACAS APROXIMADAMENTE A 12 (30 CM) UNA DE LA OTRARELLENE Y COM AC E LA ZANJA DESPUES
ENGRAPAR (PIEDRAS 0 SUELO PUEDE USARSE COMO RELLENO).
NOTA:
* EN CONDICIONES DE SUELO SUELTO, PUEDE QUE SE NECESITEN GRAPAS 0 ESTACAS DE MAS DE 6" (15 CM) DE LARGO PARA
ASEGURAR LAS MANTAS CORRECTAMENE.
Soil Amendments
Mulch
Maintenance
Slope Seeding M'xture (Slopes exceeding 3:1)
Seeding Dates
Soil Amendments
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SLOPE INSTALLATION
APLICACIONES PARA TALUDES
NORTH (3o GM}
AMERICAN
GREEN
{5 CM -12.5 CM} \ (15 CM)
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1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF UME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O -SEED DC NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET iN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
c-
BLANKET WITH A ROW OF STAPLES �. S APPROXIMATELY 1 3 M APART IN THE BOTTOM OF THE TRENCH.
BLA AKE 2 0 C C
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BACKFILL AND COMPACT THE TRENCH, AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF BLANKET BACK OVER SE_D AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMTFELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL E ANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATIONS AS SHO` IN IN THE STAPLE PATTERN GUiDE. WHEN USING THE DOT SYSEtX , STAPLES /STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS .OUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DO 04 THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
1. PREPARE EL ERRENO ANTES DE INS7ALAR LAS MANTAS, INCLUYENDO LA APLICACION DE CAL, FERTiUZANE Y SEMILLA.
NOTA: CUANDO ESE USANDO CELL -0 -SEED NO SIEMBRE EL AREA PREPARADA. CELL -O -SEED TIENE QUE INSTALARSE CON
EL LADO DE PAPEL HACIA ABAJO.
2. COMIENCE EN LA CABECERA DEL TAL-0 SUJETANDO LA MANTA EN UNA ZANJA DE 6'(15 CM) DE PROFUNDIDAD FOR 6'(15 CM)
DE ANCHO CON APROXIMADAMENTE 12" (30 CM) DE LA MANTA EXENDIDA MAS ALLA DE LA PENDIENTE ALTA DE LA ZANJA. SUJEE
LA MANTA AL FONDO DE LA ZANJA CON UNA LINEA DE GRAPAS 0 ESTACAS APROXIMADAMENTE 12" (30 CM) UNA DE LA OTRA.
RELLENE Y COMPACTE LA ZANJA DESPUES DEL ENGRAPE. RIEGE LA SEMILLA EN EL SUELO COMPACTADO Y DOBLE LAS 12" (30 CM)
REMANENES DE MANTA SOBRE LA SEMILLA EL SUELO COMPACTADO. ASEGURE LA MANTA SOBRE EL SUELO CON UNA LINEA DE
GRAPAS 0 ESTACAS APROXIMADAMENTE 12" (30 CM) UNA DE LA OTRA A TRAVES DEL ANCHO DE LA MANTA.
1 DESENROLLE LAS MANTAS (3A) HACIA ABAJO U (38) HORIZONTALMENE A TRAVES DEL TALUD CON EL LADO APROPIADO HACIA LA
SUPERFICIE DEL SUELO. TODAS LAS M.'ANTAS DEBERAN ASEGURARSE A LA SUPERFICIE DEL SUELO POR MEDIO DE GRAPAS 0
ESTACAS EN LUGARES PROPIADOS T:AL Y COMO SE INDICA EN EL PATRON GUiA DE ENGRAPADO. CUANDO ESE USANDO EL
DOT SYSTEM'". LAS GRAPAS 0 ESTACAS DEBEN COLOCARSE A TRAVES DE CDU UNDO DE LOS PUNTOS CON COLOR
CORRESPONDiENES AL PATRON DE ENGRAPADO APROPIADO.
4. LOS BORDES DE LAS MANTAS PARAL`:LAS TIENEN QUE ENGRAPARSE CON UN TRASLAPE DE APROXIMADAMENTE 2" - 5"
(5 CM - 12.5 CM) DEPENDIENDO DEL. TIPO DE MANTA.
5. MANTAS CONSECUTIVAS UNIDAS EN LA BAJDA DE LOS TALUDES, DEBEN COLOCARSE ORILLA SOBRE ORILLA (TiPO EXCALONADO)
CON UN TRASLAPE DE APROXIMADAVENE 3" (7.5 CM). ENGRAPE EL AREA TRASLAPADA CON UNA SEPARACiON DE
APROXIMADAMENTE 12" (30 CM) A TRAVES DE TODO EL ANCHO DE LA MANTA.
NOTA:
* EN CONDICIONES DE SUELTO, PUEDE QUE SE NECESITEN GRAPAS 0 ESTACAS DE MAS DE 6" (15 CM) D£ LARGO PARA
ASEGURAR LAS MANTAS CORRECTAPAENTE. REV. 1/2004
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