20031409 Ver 3_401 Application_20200612

DWR
mrlslon 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?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20031409 3
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office *
Select Project Reviewer*
Asheville Regional Office - [phone]
Andrew Moore:eads\awmoore3
Information for Initial Review
1a. Name of project:
Little Brasstown Creek -Lewis
1a. Who is the Primary Contact?*
Michael Lewis
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/12/2020
Nearest Body of Water
LITTLE BRASSTOWN CREEK
Basin
Hiwassee
Water Classification
1-42-11: WS-IV
Site Coordinates
Latitude:
35.02759
A. Processing Information
County (or Counties) where the project is located:
Cherokee
Is this a NCDMS Project
r Yes r No
Longitude:
-83.96935
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)
1c. Primary Contact Phone:*
[phone]
V
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:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
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?
R 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:
LEWIS MICHAEL P & W/LEWIS KIMBERLY C
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
3641 BRASSTOWN RD
Address Line 2
city
BRASSTOWN
Postal / Zip Code
28902-8047
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Zan Price PE
4b. Business Name:
Jennings Environmental PLLC
4c.Address
Street Address
7 Samuel Ashe Drive
Address Line 2
City
Asheville
Postal / Zip Code
28805
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Author Brasstown Lewis.pdf
State / Province / F bgion
NC
Country
USA
4e. Fax Number:
456.38KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Brasstown
2. Project Identification
2a. Property Identification Number:
551003212821000;551003128121000
2c. Project Address
Street Address
3626 BRASSTOWN RD AND 3641 BRASSTOWN ROAD
Address tine 2
City
BRASSTOWN
Postal / Zip Code
28902-8047
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
LITTLE BRASSTOWN CREEK
3b. Water Resources Classification of nearest receiving water:*
1-42-11: WS-IV
3c. What river basin(s) is your project located in?*
Hiwassee
3d. Please provide the 12-digit HUC in which the project is located.
060200020302
4. Project Description and History
2b. Property size:
17.41
State / Province / Fa;gion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Little Brasstown Creek is a tributary of the Brasstown Creek in Cherokee County, North Carolina. Epsting conditions at the site include an unstable channelized stream with failing banks
and sparse woody vegetation. The project will restore 1375 linear feet of the creek to a natural, stable condition, and will result in an increase of instream aquatic habitat (wasting
stream is 1304 linear feet). The adjacent land is forested along the southeast bank, and in pasture along the northwest side, where the restoration will occur. The 8.44 square mile
watershed consists of mostly forest, some agriculture, and some low -density residential land uses.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
6 Yes r- No r- Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
DWR Permit # 20031409

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)
Lewis Brasstown TOPO.pdf
459.43KB
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)
Little Brasstown Lewis_Soil_Report.pdf 647.12KB
4f. List the total estimated acreage of all existing wetlands on the property:
Unknown
4g. List the total estimated linear feet of all existing streams on the property:
1304 linear feet
4h. Explain the purpose of the proposed project:*
Little Brasstown Creek is a tributary of the Brasstown Creek in Cherokee County, NC. Existing conditions at the site include an unstable, channelized stream with sparse woody
vegetation. The stream banks here are eroding causing impairment to water quality and instream aquatic habitat. The purpose of this project is to restore the stream hydrology,
ecology, and morphology within the creek. The project will restore 1375 linear feet of the creek to a natural, stable condition (existing stream is 1304 linear feet). This effort will improve
stream channel stability and natural ecological conditions along this reach.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Little Brasstown Creek along this reach will be restored by grading the channel and streambanks to a naturally stable morphology and adding native vegetation adapted to site
conditions for bank protection and soil strength. The proposed native buffer width will be 30-ft on each side of the creek. Constructed riffles and j-hook vanes will be used to maintain
grade control, enhance bedform diversity, and protect streambanks from erosive hydraulic forces. Streambanks will be sloped and natural erosion control matting, live stakes, bare root
seedlings, and temporary and permanent seeding will be established to support long-term stream health. The project will have a positive impact on the downstream watershed by
reducing sediment loading and creating a shaded woody stream buffer to help maintain water temperature. Equipment will include trackhoe excavators, loaders, and track trucks for
grading and structure installation.
4j. Please upload project drawings for the proposed project.
4519027 LITTLE BRASSTOWN 80 % ISSUE FOR PERMITTING-REV.pdf 9.83MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No a 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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
NVA
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries r Buffers
r- Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* �3�name * ��3e. Stream Type * 3f. Type of 3g. S. width* 3h. Impact
M Jurisdiction* length*

S1
Stream Restoration and Permanent Stabilization JLittle Brasstown Creek Perennial Both 24 14feet):]
EnhancementAverage (feet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
1,375
31. Total stream and ditch impacts:
3j. Comments:
3i. Total temporary stream impacts:
E. Impact Justification and Mitigation -
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream restoration is needed to achieve ecological objectives and enhance water quality within the project reach and Little Brasstown Creek. Impacts
will be minimized by maintaining as much as possible the eAsting stream channel and natural riparian buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction impacts will be minimized by limiting in -channel work to low -flow conditions and working in the dry as much as possible. Off channel
grading work will be completed in the dry. Graded streambanks will be stabilized by using grass seed, straw mulch, and biodegradable erosion control
matting. Due to the size of the watershed (8.4 sq miles), it is not feasible to pump around the baseflowon this project. The applicant requests a waiver
from this requirement.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Compensatory mitigation is not required for activities authorized by NWP 27 since this activity will result in net increases in aquatic resource functions and services.
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 r No
If no, explain why:
Project is within the Hiwassee River watershed.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House?*
r Yes r No
Comments:*
Federal agencies (NRCS AND CORPS) have provided NEPA documents associated with USDA Farm Bill Conservation Programs and
Nationwide/General Permits, respectively. Project is expected to comply with all NEPA requirements.

2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes f• 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.
Project is not a)pected to result in a change in current land use nor additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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
What Federal Agency is involved?
NRCS-EQIP
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
r Unknown
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?
USFWS IPaC and Asheville Field Office Website; ECOS. The proposed restoration is not a)pected to impact any federally listed species nor
designated critical habitat due to the epsting state of the project area (mainly pasture with little riparian buffer). Please submit PCN to USFWS for ESA,
Section 7 Concurrence.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes f• No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC DCR will be contacted for compliance with Cultural Resources laws. Agent has reviewed NC DCR maps and there are no known historic nor
archaeology resources identified in or adjacent to the project area.
7c. Historic or Prehistoric Information Upload
ER_20-1024.pdf 96.51KB

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year flood plain?*
r Yes r No
8b. If yes, explain how project meets FEMArequirements:
Project will be in compliance with Flood Damage Prevention Ordinance of Cherokee County, NC. Project is not expected to result in an increase in the
BFE. A no -rise permit has been submitted to Cherokee County
8c. What source(s) did you use to make the floodplain determination?*
msc.fema.gov. Project will occur in Zone AE.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature u
P 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:
Zan Price
Signature
�� clzillv
Date
6/12/2020

AGENT AUTHORIZATION FORM
3 G z60.
Project Location:
7 Samuel Ashe Drive, Asheville, NC 28805
[e-mail]
919-600-4790
Z
The undersigned, registered property owner(s) of the above noted property, do hereby
authorize Jennings Environmental PLLC to act on the property owner's 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.
The property owner(s) hereby certify that the information submitted in this application is true
and accurate to the best of our knowledge.
Property s :
N Y Owner
Owner(s) Address:
Owners) Phone: A (,-q
Owners) Email:
2 117`2 620
Date
Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is authorized to
practice engineering under the provisions of Chapter 89C and 55B of the General Statutes of North Carolina. License Number P-1932
Z

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!3626 Brasstown Rd, Brasstown, NC, 28902, USA"
Show search results for 3626 B3626 B…

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

June 11, 2020

Anita Goetz [e-mail]
Jennings Environmental PLLC
7 Samuel Ashe Drive
Asheville, NC 28805

Re: 1375 linear feet Streambank stabilization, Little Brasstown Creek, south of 3626 Brasstown Road,
Brasstown, Cherokee County, ER 20-1024

Dear Ms. Goetz:
Thank you for your email of April 20, 2020, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer

United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Cherokee County,
North Carolina
Little Brasstown Creek Lewis
Natural
Resources
Conservation
Service
March 2, 2020
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
Cherokee County, North Carolina...................................................................13
AkA—Arkaqua loam, 0 to 2 percent slopes, occasionally flooded..............13
DrB—Dillard loam, 1 to 5 percent slopes, rarely flooded............................14
JbD—Junaluska-Brasstown complex, 15 to 30 percent slopes..................16
JtE—Junaluska-Tsali complex, 30 to 50 percent slopes.............................19
NhC—Nantahala channery loam, 8 to 15 percent slopes...........................21
TxA—Toxaway loam, 0 to 2 percent slopes, occasionally flooded..............23
References............................................................................................................25
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report
Soil Map
38798303879890387995038800103880070388013038801903879830387989038799503880010388007038801303880190228660 228720 228780 228840 228900 228960 229020 229080 229140 229200 229260
228660 228720 228780 228840 228900 228960 229020 229080 229140 229200 229260
35° 1' 41'' N 83° 58' 27'' W35° 1' 41'' N83° 58' 2'' W35° 1' 28'' N
83° 58' 27'' W35° 1' 28'' N
83° 58' 2'' 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: 1:2,910 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: Cherokee County, North Carolina
Survey Area Data: Version 14, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Mar 20, 2015—Oct
26, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
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Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AkA Arkaqua loam, 0 to 2 percent
slopes, occasionally flooded
6.3 73.0%
DrB Dillard loam, 1 to 5 percent
slopes, rarely flooded
0.1 1.4%
JbD Junaluska-Brasstown complex,
15 to 30 percent slopes
0.7 8.5%
JtE Junaluska-Tsali complex, 30 to
50 percent slopes
0.4 4.1%
NhC Nantahala channery loam, 8 to
15 percent slopes
0.5 5.6%
TxA Toxaway loam, 0 to 2 percent
slopes, occasionally flooded
0.6 7.4%
Totals for Area of Interest 8.6 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
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was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
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Cherokee County, North Carolina
AkA—Arkaqua loam, 0 to 2 percent slopes, occasionally flooded
Map Unit Setting
National map unit symbol: 2mbf4
Elevation: 1,160 to 2,000 feet
Mean annual precipitation: 48 to 60 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 116 to 170 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Arkaqua, occasionally flooded, and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Arkaqua, Occasionally Flooded
Setting
Landform: Flood plains
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy alluvium
Typical profile
Ap - 0 to 9 inches: loam
Bw - 9 to 30 inches: loam
Bg - 30 to 46 inches: sandy clay loam
Cg - 46 to 80 inches: loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.60 in/hr)
Depth to water table: About 18 to 24 inches
Frequency of flooding: Occasional
Frequency of ponding: Rare
Available water storage in profile: High (about 9.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Hydric soil rating: No
Minor Components
Dillard, rarely flooded
Percent of map unit: 5 percent
Landform: Stream terraces
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
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Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
Toxaway, undrained
Percent of map unit: 5 percent
Landform: Depressions on flood plains
Down-slope shape: Concave, linear
Across-slope shape: Concave
Hydric soil rating: Yes
Thurmont
Percent of map unit: 3 percent
Landform: Drainageways
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
Colvard, occasionally flooded
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
DrB—Dillard loam, 1 to 5 percent slopes, rarely flooded
Map Unit Setting
National map unit symbol: 2mbfw
Elevation: 1,750 to 2,340 feet
Mean annual precipitation: 50 to 58 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 116 to 170 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Dillard, rarely flooded, and similar soils: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Dillard, Rarely Flooded
Setting
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy alluvium
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Typical profile
Ap - 0 to 7 inches: loam
Bt - 7 to 50 inches: clay loam
BCg - 50 to 80 inches: sandy loam
Properties and qualities
Slope: 1 to 5 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Dillard, rarely flooded eroded
Percent of map unit: 5 percent
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
Thurmont
Percent of map unit: 5 percent
Landform: Toes
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
Cullowhee, occasionally flooded
Percent of map unit: 4 percent
Landform: Flood plains
Landform position (three-dimensional): Mountainbase
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Rosman, occasionally flooded
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (three-dimensional): Mountainbase
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
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Reddies, occasionally flooded
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (three-dimensional): Mountainbase
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Hemphill, undrained
Percent of map unit: 2 percent
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, base slope
Microfeatures of landform position: Swales
Down-slope shape: Concave
Across-slope shape: Linear, concave
Hydric soil rating: Yes
JbD—Junaluska-Brasstown complex, 15 to 30 percent slopes
Map Unit Setting
National map unit symbol: 2vx31
Elevation: 1,480 to 2,690 feet
Mean annual precipitation: 55 to 72 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 139 to 177 days
Farmland classification: Farmland of local importance
Map Unit Composition
Junaluska and similar soils: 50 percent
Brasstown and similar soils: 40 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Junaluska
Setting
Landform: Ridges, hillsides
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Mountaintop, interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Fine-loamy residuum weathered from phyllite and/or meta
sandstone that is affected by soil creep in the upper solum
Typical profile
Oe - 0 to 2 inches: moderately decomposed plant material
A - 2 to 11 inches: fine sandy loam
Bt - 11 to 21 inches: sandy clay loam
C/B - 21 to 26 inches: stratified fine sandy loam to sandy clay loam
Cr - 26 to 80 inches: bedrock
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Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: 13 to 44 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Hydric soil rating: No
Description of Brasstown
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, side slope
Down-slope shape: Linear
Across-slope shape: Convex
Parent material: Fine-loamy residuum weathered from phyllite and/or meta
sandstone that is affected by soil creep in the upper solum
Typical profile
Oe - 0 to 1 inches: moderately decomposed plant material
A - 1 to 6 inches: channery fine sandy loam
Bt - 6 to 29 inches: channery clay loam
BC - 29 to 37 inches: channery fine sandy loam
C - 37 to 46 inches: channery very fine sandy loam
Cr - 46 to 80 inches: bedrock
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
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Minor Components
Tsali
Percent of map unit: 3 percent
Landform: Hillsides, ridges
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Mountaintop, interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
Lonon
Percent of map unit: 2 percent
Landform: Toes, drainageways
Landform position (two-dimensional): Toeslope, footslope
Landform position (three-dimensional): Mountainflank, side slope
Down-slope shape: Linear, concave
Across-slope shape: Concave
Hydric soil rating: No
Soco
Percent of map unit: 2 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit, shoulder
Landform position (three-dimensional): Mountainflank, mountaintop, side slope,
crest
Down-slope shape: Convex, linear
Across-slope shape: Convex
Hydric soil rating: No
Stecoah
Percent of map unit: 2 percent
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, mountainflank, side slope
Down-slope shape: Linear, convex
Across-slope shape: Convex
Hydric soil rating: No
Thurmont
Percent of map unit: 1 percent
Landform: Drainageways on coves on coves, fans on coves on coves
Landform position (two-dimensional): Toeslope, footslope
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Concave, linear
Across-slope shape: Linear, concave
Hydric soil rating: No
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JtE—Junaluska-Tsali complex, 30 to 50 percent slopes
Map Unit Setting
National map unit symbol: 2vx3h
Elevation: 1,200 to 4,320 feet
Mean annual precipitation: 50 to 77 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 124 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Junaluska and similar soils: 45 percent
Tsali and similar soils: 35 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Junaluska
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, side slope
Down-slope shape: Linear
Across-slope shape: Convex
Parent material: Residuum weathered from phyllite and/or slate
Typical profile
Oe - 0 to 2 inches: moderately decomposed plant material
A - 2 to 11 inches: fine sandy loam
Bt - 11 to 21 inches: sandy clay loam
C/B - 21 to 26 inches: stratified fine sandy loam to sandy clay loam
Cr - 26 to 80 inches: bedrock
Properties and qualities
Slope: 30 to 50 percent
Depth to restrictive feature: 12 to 44 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: C
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Hydric soil rating: No
Description of Tsali
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, side slope
Down-slope shape: Linear
Across-slope shape: Convex
Parent material: Residuum weathered from phyllite and/or slate
Typical profile
Oe - 0 to 1 inches: moderately decomposed plant material
A - 1 to 8 inches: channery loam
Bt1 - 8 to 13 inches: channery loam
Bt2 - 13 to 18 inches: channery clay loam
Cr - 18 to 80 inches: bedrock
Properties and qualities
Slope: 30 to 50 percent
Depth to restrictive feature: 12 to 31 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Very low (about 2.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Brasstown
Percent of map unit: 6 percent
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, side slope
Down-slope shape: Linear
Across-slope shape: Convex
Hydric soil rating: No
Soco, stony
Percent of map unit: 5 percent
Landform: Ridges on mountain slopes
Landform position (two-dimensional): Shoulder, backslope
Landform position (three-dimensional): Mountaintop, mountainflank, side slope
Down-slope shape: Convex
Across-slope shape: Linear, convex
Hydric soil rating: No
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Santeetlah, very bouldery
Percent of map unit: 4 percent
Landform: Drainageways on coves
Landform position (two-dimensional): Toeslope, footslope
Landform position (three-dimensional): Mountainflank, side slope, head slope
Down-slope shape: Linear
Across-slope shape: Concave
Hydric soil rating: No
Stecoah, stony
Percent of map unit: 3 percent
Landform: Ridges on mountain slopes
Landform position (two-dimensional): Shoulder, backslope
Landform position (three-dimensional): Mountaintop, mountainflank, side slope
Down-slope shape: Convex
Across-slope shape: Linear, convex
Hydric soil rating: No
Lonon
Percent of map unit: 2 percent
Landform: Drainageways, toes
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Mountainflank, side slope
Down-slope shape: Concave, linear
Across-slope shape: Concave
Hydric soil rating: No
Rock outcrop
Percent of map unit: 0 percent
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit, shoulder, backslope
Landform position (three-dimensional): Mountaintop, upper third of mountainflank,
crest, free face
Down-slope shape: Convex
Across-slope shape: Linear, convex
Hydric soil rating: No
NhC—Nantahala channery loam, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2mbgv
Elevation: 1,440 to 2,010 feet
Mean annual precipitation: 52 to 56 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 124 to 176 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Nantahala and similar soils: 80 percent
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Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Nantahala
Setting
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Residuum weathered from phyllite and/or metasandstone
Typical profile
A - 0 to 6 inches: channery loam
Bt - 6 to 32 inches: clay
BC - 32 to 49 inches: loam
C - 49 to 56 inches: sandy loam
Cr - 56 to 80 inches: weathered bedrock
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: 40 to 60 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Brasstown
Percent of map unit: 9 percent
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
Junaluska
Percent of map unit: 7 percent
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
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Farner
Percent of map unit: 4 percent
Landform: Ridges
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
TxA—Toxaway loam, 0 to 2 percent slopes, occasionally flooded
Map Unit Setting
National map unit symbol: 2mbht
Elevation: 1,460 to 1,910 feet
Mean annual precipitation: 52 to 66 inches
Mean annual air temperature: 46 to 57 degrees F
Frost-free period: 116 to 170 days
Farmland classification: Prime farmland if drained and either protected from flooding
or not frequently flooded during the growing season
Map Unit Composition
Toxaway, occasionally flooded, and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Toxaway, Occasionally Flooded
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave, linear
Across-slope shape: Concave
Parent material: Loamy alluvium
Typical profile
A - 0 to 20 inches: loam
Cg1 - 20 to 42 inches: silt loam
Cg2 - 42 to 50 inches: silty clay loam
Cg3 - 50 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Occasional
Frequency of ponding: Occasional
Available water storage in profile: Moderate (about 7.6 inches)
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Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Arkaqua, occasionally flooded
Percent of map unit: 5 percent
Landform: Flood plains
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Toxaway, undrained
Percent of map unit: 5 percent
Landform: Depressions on flood plains
Down-slope shape: Linear, concave
Across-slope shape: Concave
Hydric soil rating: Yes
Dillard, rarely flooded
Percent of map unit: 5 percent
Landform: Stream terraces
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Down-slope shape: Concave
Across-slope shape: Linear
Hydric soil rating: No
Custom Soil Resource Report
24
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
25
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
26
No.DESCRIPTIONAPVDBYDATEDSGN:DR:CHK:APVD:DATE:NOT FORCONSTRUCTIONSEALNo.DESCRIPTIONAPVDBYDATEDSGN:DR:CHK:APVD:DATE:NOT FORCONSTRUCTIONSEALLITTLE BRASSTOWN CREEKISSUED FOR: 80% PERMITTING
ISSUE FOR 80% PERMITTING DRAWINGS
FOR
LITTLE BRASSTOWN CREEK
PREPARED BY
JENNINGS ENVIRONMENTAL
& LDSI, INC
FOR
RESOURCE INSTITUTE & NRCS
LOCATION MAP
NTS.
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO RESTORE THE STREAM
HYDROLOGY, ECOLOGY, AND MORPHOLOGY WITHIN THE LITTLE
BRASSTOWN CREEK PROJECT BOUNDARY. IMPROVEMENTS WILL
INCLUDE INSTALLATION OF CONSTRUCTED RIFFLES, J-VANES, AND
VEGETATION PLANTING IN ORDER TO RESTORE THE STREAM, STABILIZE
THE STREAM BANKS, AND ENHANCE THE STREAM MORPHOLOGY.
CHEROKEE
COUNTYSUE GISSU R V EYIN
GGNIREENIG
NE
CHARLOTTE OFFICE:201 WEST 29TH STREET
CHARLOTTE NC 28206
KINSTON OFFICE: 1308 HIGHWAY 258
KINSTON NC 28504
PHONE: [phone] | FAX: [phone]
WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-1925
PROJECT SITE
PROPERTY LOCATION
LAT: 35° 01' 44.70"N"; LONG: 83° 58' 04.20"W.
CHEROKEE COUNTY, NORTH CAROLINA
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
PHONE: [phone]
WEB: WWW.JENNINGSENV.COM
NC FIRM #: P-1932
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgNRCS SERVICE PROVIDER NOTE:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, &
BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
BY:
DATE: JDHWMSJDH-------Sheet List Table
Sheet Number Sheet Title Sheet Number
1 COVER SHEET 1
2 GENERAL NOTES 2
3 GENERAL NOTES 2 3
4 GENERAL NOTES 3 4
5 E&SC 5
6 E&SC DETAILS 6
7 P&P 0+00.00 - 8+30.00 7
8 P&P 8+30.00 - 13+75.00 8
9 SECTION 9
10 CROSS SECTIONS 10
11 LOG VANE WITH BOULDER J-HOOK 11
12 CONSTRUCTED RIFFLE 12
13 PLANTING PLAN 13
PROJECT SUMMARY
LAND OWNER MICHAEL P. LEWIS
PROPERTY ADRESS 3641 BRASSTOWN RD
COORDINATES LAT: 35.02385 LONG: -83.97419
PROPERTY SIZE (ACRES)15.4
LOD (ACRES)2.5
EXISTING STREAM (L. FT)1304
PROPOSED STREAM LENGTH (L. FT)1375
EXISTING STREAM IMPACTS (L. FT)0
PROPOSED STREAM IMPACTS (L. FT)0
CUT / FILL (YRD^3)MAINSTEM 7500 (C)
TYPICAL CROSS SECTIONS SEE SHEET 10
STREAM BANKFULL WIDTH (FT)MAINSTEM 24
GROUND DISTRIBUTING SEE PROJECT DESCRIPTION
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:17:25 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEK2 - GENERAL NOTESNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 2 of 13
GENERAL PROJECT SPECIFICATION AND NOTES
1. DEFINITIONS:
1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND APPLICABLE PLAN SHEET(S), DETAILS,
SPECIFICATIONS, PERMIT(S), AND/OR ANY OTHER DOCUMENTS (MEETING MINUTES, PUNCH
LISTS, BID TABS, ETC.) FOR COMPLETE INFORMATION ABOUT THE REQUIRED WORK. ANY ONE
OF THESE PARTS OF THE MAY NOT CONTAIN ALL OF THE INFORMATION REQUIRED TO
COMPLETE THE PROJECT WORK.
1.2. PROJECT OWNER: MICHAEL P. LEWIS
1.3.PROJECT COOPERATOR: RESEARCH INSTITUE & USDA-NRCS & CHEROKEE SOIL AND WATER
1.4. ENGINEER: JENNINGS ENVIRONMENTAL PLLC (JE) AND LDSI, INC.
2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS, STANDARDS
AND/OR REGULATIONS:
2.1. NC DEQ'S "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" (2013)
2.2. NC DOT'S "2018 STANDARD PROVISIONS"
2.3. NC DOT'S "2018 SPECIFICATIONS AND SPECIAL PROVISIONS"
2.4. UNITED STATES ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 27
2.5. THE CONSTRUCTION DOCUMENTS
TOPOGRAPHIC SPECIFICATIONS AND NOTES
STREAM RESTORATION SPECIFICATIONS AND NOTES
QUANTITIES AND MATERIALS SPECIFICATIONS
3.NOT ALL EXISTING UTILITIES ARE SHOWN. SOME LOCATIONS MAY BE ARE APPROXIMATE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATION AND COORDINATION. ANY UTILITIES
SHOWN ON THE CONSTRUCTION DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLY AND IN NO
WAY RELIEVES THE CONTRACTOR FROM COORDINATING, VERIFYING AND PROTECTING EXISTING
UTILITIES. THE CONTRACTOR SHALL ADHERE TO THE PROVISIONS OF THE 1985 UNDERGROUND
DAMAGE PREVENTION ACT, NORTH CAROLINA GENERAL STATUTES 887, CHAPTER 785, SENATE BILL
168, ARTICLE 3. TO ASSIST THE CONTRACTOR AND UTILITY OWNERS IN MEETING THE REQUIREMENTS
OF THIS LAW, THERE IS A "ONE-CALL SYSTEM" CALLED "NC ONECALL." MOST MAJOR UTILITIES WITH
UNDERGROUND FACILITIES IN THE STATE SUBSCRIBE TO THIS SERVICE.
4.CONTRACTOR SHALL COORDINATE WITH LANDOWNER'S CONTRACTOR FOR UTILITY COORDINATION
AND DELIVERY/TRAFFIC SCHEDULING. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE
UNLESS OTHERWISE NOTED.
5.THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL
ACCEPTANCE BY CHEROKEE S&WCD. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY
AND SHALL BEAR ALL RISK OF LOSS OR DAMAGE. THE CONTRACTOR WILL FURNISH ALL NECESSARY
EQUIPMENT, TOOLS, LABOR, TRANSPORTATION, AND SUPERVISION TO COMPLETE THE WORK
ACCORDING TO THESE SPECIFICATIONS AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND
REGULATIONS. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES, INCLUDING EQUIPMENT STORAGE,
TO THE LIMITS OF DISTURBANCE, STAGING AREAS, AND DESIGNATED CONSTRUCTION ACCESS
POINTS.
6.THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE
PERFORMING THIS WORK IS EXTREMELY IMPORTANT TO LDSI, RI, USDA, JE AND CHEROKEE S&WCD.
THEREFORE, THE CONTRACTOR AND THE CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A
SPIRIT OF FRIENDLINESS AND COOPERATION WHEN DEALING WITH PROPERTY OWNERS AND THE
GENERAL PUBLIC WHILE PERFORMING WORK UNDER THIS SPECIFICATION.
7.EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE SAFETY
OF PERSONS, ANIMALS, AND PROPERTY. IF AT ANY TIME LDSI, RI, USDA, JE AND CHEROKEE S&WCD
DETERMINES THAT THE CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURING
THE SAFETY OF THE CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE
MAY DIRECT THE CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR
SHALL IMPROVE METHODS AS DEEMED APPROPRIATE BY THE DESIGNATED REPRESENTATIVE
WITHOUT ADDITIONAL COST TO LDSI,RI, USDA, JE , SO AS TO ASSURE COMPLIANCE WITH SAFETY
CONCERNS. FAILURE OF THE DESIGNATED REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT
RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO ENSURE THE SAFE CONDUCT OF ITS WORK.
8.THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR OTHER
PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS. THE CONTRACTOR SHALL ABIDE BY
ALL SAFETY RULES AND CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL AUTHORITIES
AND OTHER ENTITIES, INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS
AND DELAYS. GUARDS AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD AUTHORITIES SHALL
BE PROVIDED AT THE CONTRACTOR'S EXPENSE, UNLESS DIRECTED OTHERWISE BY THE DESIGNATED
REPRESENTATIVE. CONTRACTOR SHALL AT NO TIME COMPROMISE EITHER SAFETY OR
ENVIRONMENTAL REQUIREMENTS.
9.CONTRACTOR SHALL FIELD VERIFY ALL SURVEY CONTROL POINTS WITHIN THREE (3) WEEKS OF
RECEIPT OF THE NOTICE TO PROCEED. CONTRACTOR SHALL CONTACT PROJECT ENGINEER WITHIN
FOUR (4) WEEKS OF RECEIPT OF NOTICE TO PROCEED WITH ANY CONTROL POINT DISCREPANCIES,
AFTER SUCH TIME HAS PASSED IT WILL BE THE ASSUMPTION THAT ALL CONTROL POINTS AS SHOWN
ON THE PLANS ARE IN GOOD STANDING AND CONTRACTOR AGREES WITH PUBLISHED COORDINATES.
10.SEE SHEET 3.1 FOR DETAILED EROSION AND SEDIMENTATION CONTROL PLAN, SEQUENCE AND
DETAILS.
11.ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY JE, LDSI, RI, USDA,
CHEROKEE S&WCD AND NRCS PRIOR TO USE.
12.NO FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STREAM STABILIZATION AND CHANNEL
WORK SHALL BE DISPOSED OF IN OLD STREAM CHANNEL TO OTHER AREAS APPROVED BY LDSI, RI,
USDA, JE AND CHEROKEE S&WCD.
13.SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY AND WORK WEEK.
14.MATERIAL SHALL BE SUITABLE SOIL OBTAINED FROM THE EXCAVATION OF ALL PROJECT
COMPONENTS AS SHOWN ON THE CONSTRUCTION DRAWINGS AND/OR BORROW AREA. BORROW AREA
SHALL BE APPROVED BY PROJECT ENGINEER PRIOR TO USE, NO ADDITIONAL COMPENSATION WOULD
BE GIVEN FOR BORROW AREA. NOR WOULD ANY ADDITIONAL FUNDS BE GIVEN FOR HAULING,
BORROWING, REMEDIATION, OR STABILIZING AFOREMENTIONED BORROW AREA.
15.MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS AND STAKES
WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF
ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTORS
EXPENSE.
16.EXISTING TOPOGRAPHY, STRUCTURES AND SITE FEATURES ARE SHOWN SCREENED AND/OR
LIGHT-LINED . NEW FINISHED GRADE, STRUCTURES AND SITE FEATURES ARE SHOWN AS
HEAVY-LINED.
17.ELEVATIONS GIVEN ARE TO SETTLED GRADE UNLESS OTHERWISE SHOWN
18.ALL SLOPES SHALL BE 5:1 OR FLATTER UNLESS OTHERWISE SPECIFIED. SLOPE UNIFORMLY BETWEEN
CONTOURS AND SPOT ELEVATIONS SHOWN.
19.CONTRACTOR SHALL REMEDIATE ALL; HAUL ROADS, FARM PATHS AND OTHER ON FARM UTILITIES TO
PRE-CONSTRUCTION OR BETTER CONDITION PRIOR TO DEMOBILIZATION.
20.ELECTRONIC SURVEY DATA, BASE DRAWINGS AND SITE DATA WERE CURATED BY LDSI.
21.HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. ALL COORDINATES ARE BASED ON
NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD88.
22.EXISTING GROUND SURFACES ARE ON A SURVEY COMPLETED IN MAY 2019. SOME CHANGES MAY
HAVE OCCURRED SINCE THE SURVEY WAS COMPLETED, PARTICULARLY IN AREAS EXPERIENCING
CHANNEL DEGRADATION AND BANK EROSION.
23.ALL ELEVATION DATA SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEN COORDINATED WITH
THE ENGINEER. THESE PLANS WERE PREPARED WITH THE FIELD INFORMATION AT THE TIME OF
PROJECT SURVEY. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME OF CONSTRUCTION VARY
FROM THESE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS
SUCH AS ELEVATIONS, DEPTHS, ETC PRIOR TO PROCEEDING WITH WORK. SURVEY DATA COLLECTION
WAS VERY SPARSE DUE TO FIELD CONDITIONS, THEREFORE, ALL ELEVATIONS SHOULD BE CHECKED IN
THE FIELD BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT PROJECT
ENGINEER IMMEDIATELY UPON DISCOVERING ELEVATIONS WHICH ARE DIFFERENT THAN THOSE
SHOWN ON THE PLANS.
24.MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS AND STAKES WHICH
ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE
ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTORS EXPENSE.
25.THE PROPOSED ELEVATIONS AND GRADES SHOWN HEREIN ARE BASED ON THE TLS SURVEY THAT
ENCOMPASSES THE EXISTING GROUND SURFACE FROM WHICH ALL COMPUTATIONS OF CUT AND FILL ARE
BASED. SLIGHT DISCREPANCIES BETWEEN THE EXITING GROUND AND DIGITAL SURFACE AND FIELD
CONDITIONS CAN RESULT IN VARIATIONS OF TOTAL EXCAVATED QUANTITIES. THUS, QUANTITIES OF
MATERIAL EXCAVATED SHOULD BE COMPARED TO THOSE SHOWN ON THE PLANSHEETS TO MANAGE THE
MOVEMENT OF MATERIAL ACROSS THE SITE.
26.THE INTENT OF THE CHANNEL AND FLOODPLAIN GRADING PLAN IS TO MAINTAIN A "LIVE SURFACE" THAT CAN
BE ADJUSTED QUICKLY DURING CONSTRUCTION AND INCORPORATED INTO A 3D SURFACE FOR
CONSTRUCTION USING SURVEY GRADE GPS EQUIPMENT.
27.FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE ADAPTATION OF THE PLANSHEETS AND/OR
DETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS DEPENDING ON SITE CONDITIONS OR PROJECT
NEEDS. MINOR VARIATION(S) OR ADAPTATION(S) OF THE PROPOSED WORK SHOWN ON THE PLANSHEETS
AND/OR DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK.
28.WHERE PRACTICABLE, EXISTING TREES AND VEGETATION SHOULD BE LEFT IN PLACE TO FACILITATE NATURAL
REGENERATION AND SOIL STABILIZATION.
29.THE CONTRACTOR SHALL STAKE OUT THE PROPOSED STREAM CENTERLINE IN APPROXIMATELY 500 FT
SECTIONS USING SURVEY GRADE GPS EQUIPMENT FOR REVIEW BY THE ENGINEER BEFORE BEGINNING
EXCAVATION AND GRADING. DEPENDING ON ENCOUNTERED CONDITIONS SOME SHIFTING OF THE STREAM
ALIGNMENT MAY BE NECESSARY. STAKING MAY BE OMITTED FOR PORTIONS OF THE STREAM WHEN
SURVEY-GRADE GPS IS USED TO CONSTRUCT THE CHANNEL.
30.PRIOR TO CLEARING AND GRUBBING, THE CONTRACTOR SHALL MARK THE LIMITS OF CLEARING NEAR TREES
FOR VERIFICATION OF INTENT BY THE ENGINEER. SOME MINOR ADJUSTMENT OF CHANNEL ALIGNMENT MAY
BE REQUIRED TO PRESERVE TREES OR MINIMIZE IMPACT TO TREES.
31.ANY HARVESTING OF TREES FROM ONSITE MUST BE APPROVED BY THE ENGINEER.
32.CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO THE ADJACENT TREES.
33.CONSTRUCTION EQUIPMENT TRACKS AND ACCESS PATHS SHALL BE GRADED AND RE-CONTOURED AFTER
CONSTRUCTION TO PREVENT RILL AND GULLY EROSION.
34.CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL IN-STREAM STRUCTURES.
35.ELEVATIONS OF TRIBUTARIES AT CONFLUENCES MAY NEED TO BE ADJUSTED TO MEET CONSTRUCTED
CONDITIONS. ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITH THE ENGINEER.
36.PROFILES MAY NEED TO BE ADJUSTED TO AVOID ABRUPT CHANGES IN ELEVATION. ADJUSTMENTS SHALL BE
MADE IN CONJUNCTION WITH THE ENGINEER.
37.CHANNEL REALIGNMENT WORK SHALL BE COMPLETED AND STABILIZED PRIOR TO ALLOWING FLOW TO ENTER
INTO THE NEWLY CONSTRUCTED STREAM CHANNEL. THE CONTRACTOR SHALL NOT OPEN UP MORE THAN 200
FEET OF CHANNEL WITHOUT EROSION CONTROL MATTING IN PLACE OR BY APPROVAL OF THE ENGINEER. IF
THE CHANNEL REALIGNMENT WORK IS NOT COMPLETED PRIOR TO ABANDONING THE OLD CHANNEL, A
TEMPORARY SYSTEM SHALL BE USED ACCORDING THE APPROVED E&SC PLAN AND DETAIL. IN-LINE CHANNEL
WORK SHALL UTILIZE THE TEMPORARY PUMP AROUND SYSTEM AT ALL TIMES.
38.STREAM RESTORATION WORK SHALL BE IMPLEMENTED BY FIRST GRADING THE FLOODPLAIN ADJACENT TO
THE CHANNEL TO THE ELEVATIONS AND GRADES SPECIFIED IN THE PLANSHEETS. THE PROPOSED STREAM
CHANNEL SHALL THEN BE EXCAVATED TO THE CHANNEL CROSS-SECTION GEOMETRY AND LONGITUDINAL
PROFILE IN THE CONSTRUCTION DOCUMENTS. THIS CHANNEL WORK SHALL BE DONE WITH LOW GROUND
PRESSURE TRACK EQUIPMENT. PLANSHEETS PROVIDE DIMENSIONS, ELEVATIONS AND SLOPES TO AID IN
CONSTRUCTION OF THE CHANNEL. THE THALWEG CAN FIRST BE EXCAVATED TO THE ELEVATION SPECIFIED IN
THE LONGITUDINAL PROFILE AND EXCAVATION AND FINE GRADING OF THE CROSS-SECTIONS SHALL THEN BE
PREFORMED. ANY TEMPORARY STOCKPILING OR DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO
BUILD THE CHANNEL SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
39.BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE DIMENSIONS SHOWN ON THE TYPICAL
CROSS-SECTION PLANSHEETS. ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1' (VERTICAL). WIDTHS AND
DEPTHS MUST FALL WITHIN RANGES SHOWN IN THE PLANSHEETS. CHANNEL CROSS-SECTION DIMENSIONS
SHALL BE WITHIN 0.2' (HORIZONTAL).
40.IF THE EXISTING GROUND IS LESS THAN 0.2' HIGHER THAN THE PROPOSED BANKFULL ELEVATION, IT IS NOT
NECESSARY TO EXCAVATE TO THE PROPOSED ELEVATIONS AND GRADES IN THE CONSTRUCTION
DOCUMENTS.
41.THE CONTRACTOR SHALL UTILIZE NATIVE ONSITE ROCK, WOOD AND VEGETATION MATERIALS WHERE
AVAILABLE AND APPROVED BY THE CHEROKEES&WCD AND ENGINEER.
42.IN-STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS BEING CONSTRUCTED. INSTREAM
STRUCTURES SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE WITH THE LINES, GRADES AND
ELEVATIONS SHOWN IN THE CONSTRUCTION DOCUMENTS. THE FINISHED STRUCTURE SLOPES AND PROFILE
ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE CONSTRUCTION DOCUMENTS.
43.WOOD AND ROCK STRUCTURES MAY BE SUBSTITUTED TO FIT FIELD CONDITIONS AND AVAILABLE MATERIALS.
44.COIR LOG TOE PROTECTION MAY BE UTILIZED WHERE ADDITIONAL BANK REVETMENT IS NEEDED OR
SUBSTITUTED FOR TOE WOOD REVETMENT.
45.FILTER FABRIC SHALL BE USED BENEATH ALL ROCK ARMORING AND WITH SPECIFIED STREAM AND
STORMWATER STRUCTURES. ALL FILTER FABRIC SHALL BE 8OZ. NON-WOVEN GEOTEXTILE UNLESS
OTHERWISE SPECIFIED IN STRUCTURE DETAILS OR SPECIFICATIONS. FILTER FABRIC SHALL BE TRIMMED
TIGHT TO THE SURFACE OF THE STRUCTURE AND SHOULD NOT BE OBSERVED BY VISUAL INSPECTION.
46.BOULDER STRUCTURES SHALL BE CONSTRUCTED FROM BOULDERS THAT ARE CUBICAL OR RECTANGULAR IN
SHAPE AND SIZED ACCORDING TO THE STRUCTURE DETAILS.
47.LOG STRUCTURES SHALL BE CONSTRUCTED FROM LOGS THAT ARE INTACT, WITH BRANCHES TRIMMED AND IN
NON-DECOMPOSED CONDITION AND APPROVED BY ENGINEER.
48.AFTER THE STRUCTURE IS COMPLETE AND FLOW IS RESTORED TO THE CHANNEL, SOME ADJUSTMENT TO THE
STRUCTURE OR ADDITIONAL STABILIZATION MEASURE MAY BE NECESSARY TO ACHIEVE THE DESIRED
FUNCTION.
49.THE CONSTRUCTED CHANNEL SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND PERMANENT
SEEDING, ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING FROM THE TOE
OF THE BANKFULL CHANNEL TO 4' BEYOND THE BANKFULL STAGE. PRIOR TO INSTALLING THE EROSION
CONTROL MATTING, PREPARE THE SOIL SURFACE BY LOOSENING 3 -6" OF SOIL OR APPLYING 3 - 6" OF
TOPSOIL TO THE PROPOSED ELEVATIONS AND APPLY SEED AND THEN STRAW MULCH. SEED SHALL BE
BROADCAST EVENLY OF THE AREA USING A BROADCAST SPREADER PRIOR TO COVERING WITH THE EROSION
CONTROL MATTING. THE MATTING SHALL BE ROLLED OUT IN THE DIRECTION OF ANTICIPATED RUNOFF FLOW.
INSTALL MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE CONSTRUCTION DOCUMENTS.
REWORKING OF AREAS THAT DO NOT ESTABLISH VEGETATION OR BECOME UNSTABLE SHALL BE NECESSARY
IN THE MATTING SEPARATES FROM THE SOIL.
50.IF THE TIMING OF CONSTRUCTION IS SUCH THAT PERMANENT RIPARIAN SEED CANNOT BE PLACED UNTIL THE
FALL OR WINTER, THEN THE CONTRACTOR SHALL SEED WITH TEMPORARY SUMMER COVER (MILLET -
UROCHLOA RAMOSA) AND RETURN THE FOLLOWING SPRING TO INSTALL THE PERMANENT RIPARIAN SEED.
51.THE HARVESTING AND INSTALLATION OF LIVE STAKES SHALL BE PREFORMED ONLY DURING THE DORMANT
SEASON, TYPICALLY BETWEEN DECEMBER 1 AND MARCH 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 7
DAYS PRIOR TO HARVESTING TO REVIEW AND APPROVE ALL HARVESTING SITES AND SPECIES.
52.LIVE STAKES SHALL BE INSTALLED ALONG THE TOE OF SLOPE ON OUTSIDE MEANDER BENDS OF POOLS AND
IN RIFFLES WHERE SHOWN ON THE RE-VEGETATION PLAN. LIVE STAKES SHALL BE INSTALLED THROUGH THE
EROSION CONTROL MATTING TO A DEPTH THAT REACHES THE WATER TABLE.
53.CONTRACTOR SHALL SPREAD EXCESS SPOIL ACROSS FIELD AREAS AND PROVIDE DRAINAGE TO
SWALES ALONG DRIVEWAY
54.TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION AND GRADING
AND RE-APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 - 4" OF TOPSOIL SHALL BE
PLACED ON DISTURBED AREAS TO THE ELEVATIONS AND GRADES INCLUDED IN THE CONSTRUCTION
DOCUMENTS.
55.FILL AREAS SHALL BE SEEDED WITH TEMPORARY VEGETATION WITHIN 14 DAYS OF GRADING. THE
PLACEMENT OF STRAW MULCH SHALL OCCUR WITHIN 48 HOURS OF SEEDING. MULCH SHALL BE
SPREAD TO COVER DISTURBED CHANNEL AND FLOODPLAIN AREAS. MULCH SHALL BE KEPT OUT OF
THE CROWNS OF SHRUBS AND GROUND COVER.
56.THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED
WORK UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL DELIVER ALL MATERIALS TO THE DESIGNATED ACCESS POINTS AND STAGING
AREAS OR TO A LOCATION SPECIFIED BY CONSTRUCTION DOCUMENTS. MATERIAL QUANTITIES,
DIMENSIONS AND SIZES SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE
CONSTRUCTION DOCUMENTS OR ON THE QUANTITIES AND MATERIALS LIST. THE ENGINEER MAY
INSPECT AND APPROVE ALL MATERIALS PRIOR TO CONSTRUCTION. IF MATERIALS DO NOT MEET THE
MINIMUM REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL
REJECT THE MATERIALS.
57.COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO
MEET THE REQUIREMENTS OF THE GENERAL SPECIFICATIONS, CONSTRUCTION DOCUMENTS, OR
CONSTRUCTION SPECIFICATIONS, SHALL BE THE EXPENSE OF THE CONTRACTOR. QUANTITIES
LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR.
58.THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED AS NEEDED TO
KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION CONTROL
MEASURES (ABOVE THOSE SHOWN ON THE PLANS AND ON THE QUANTITIES AND MATERIALS LIST)
MAY BE REQUIRED IN ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND
WETLANDS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER AND NCDEQ PRIOR
TO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.
59.ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR
APPROVAL FROM THE ENGINEER. ANY ADDITIONAL AREAS OF DISTURBANCE (CHANGES IN ACCESS,
GRADING, CLEARING, ETC.) WILL REQUIRE APPROVAL FROM THE ENGINEER AND NCDEQ.
60.THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE THE
QUALITY STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND NAMES IS NOT INTENDED TO
RESTRICT BIDDERS TO A SPECIFIC BRAND, MAKE, MANUFACTURER, OR NAME. THE BRAND NAMES /
MANUFACTURERS OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE, TYPE, CHARACTER,
AND QUALITY OF PRODUCT. EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE PROJECT OWNER
OR ENGINEER HAS GIVEN APPROVAL OF THE SPECIFIC PRODUCT IN WRITING.
61.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR
CONSTRUCTION MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT STORAGE SHALL
COMPLY WITH THE CONSTRUCTION DOCUMENTS AND ALL LOCAL, STATE AND FEDERAL REGULATIONS
THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE
AREA TO ITS ORIGINAL (OR BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR UPON SUCH
TIME AS DIRECTED BY LDSI, RI, USDA, JE AND HENDERSON S&WCD. SUCH RESTORATION SHALL BE AT
NO ADDITIONAL COST TO TOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SAFEGUARDING OF MATERIALS AND EQUIPMENT AGAINST FIRE, THEFT AND VANDALISM AND SHALL
NOT HOLD LDSI, RI, USDA, JE AND HENDERSON S&WCD RESPONSIBLE IN ANY WAY FOR THE
OCCURRENCES OF SAME. FOR MATERIALS AND EQUIPMENT STORAGE AREAS THE CONTRACTOR
SHALL FURNISH AND ERECT, AT NO ADDITIONAL COST, WHATEVER WORKS MAY BE NECESSARY FOR
THE PROTECTION OF THE PUBLIC, INCLUDING BUT NOT LIMITED TO BARRICADES, FENCES, ETC.
PRIOR TO FINAL PAYMENT BEING MADE, THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE
PROPERTY OWNER OF THE STORAGE AREA UTILIZED FOR THE PROJECT.
62.THE CONTRACTOR SHALL ESTABLISH, PROVIDE AND MAINTAIN AN EFFECTIVE QUALITY CONTROL
PROGRAM THAT DETAILS THE METHODS AND PROCEDURES TO BE TAKEN TO ASSURE THAT ALL
MATERIALS AND COMPLETED WORK, REQUIRED FOR THE PROJECT, CONFORM TO THE
CONSTRUCTION DOCUMENTS. ALTHOUGH GUIDELINES ARE ESTABLISHED AND CERTAIN MINIMUM
REQUIREMENTS ARE SPECIFIED HEREIN AND ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, THE
CONTRACTOR IS FULLY RESPONSIBLE FOR DEVELOPING AND EXECUTING THEIR OWN QUALITY
CONTROL PROGRAM. THE CONTRACTOR SHALL PERFORM INSPECTION, TESTING, AND
MEASUREMENT OF ALL ITEMS OF WORK REQUIRED BY THE CONSTRUCTION DOCUMENTS AND
TECHNICAL SPECIFICATIONS, INCLUDING THOSE PERFORMED BY SUBCONTRACTORS. REVIEW OF THE
MATERIALS AND COMPLETED WORK BY LDSI, RI, USDA, JE AND HENDERSON S&WCD DOES NOT
RELIEVE THE CONTRACTOR OF PERFORMING QUALITY CONTROL INSPECTIONS/REVIEW OF THE
CONTRACTOR'S AND/OR SUBCONTRACTOR'S WORK.
63.THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1)
YEAR FROM THE DATE OF ACCEPTANCE OF BY THE TOWN AND SHALL REPLACE ANY PORTIONS THAT
FAIL DUE TO FAULTY MATERIALS OR WORKMANSHIP, AT NO ADDITIONAL COST TO THE HENDERSON
S&WCD. A SIX (6) MONTH AND ELEVEN (11) MONTH INSPECTION WILL BE PERFORMED DURING THE
WARRANTY PERIOD. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ALL ITEMS DETERMINED BY THE
PROJECT OWNER OR AUTHORIZED REPRESENTATIVE TO BE DEFECTIVE UPON NOTIFICATION. THE
CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE FAILED ITEMS UPON NOTIFICATION BY DEP.
SEASONALLY INSTALLED ITEMS SHALL BE REPAIRED OR REPLACED DURING THE NEXT AVAILABLE
INSTALLATION PERIOD. ITEMS REPAIRED OR REPLACED UNDER THIS PROVISION SHALL HAVE AN
ADDITIONAL ONE (1) YEAR WARRANTY PERIOD FROM THE NEW DATE OF ACCEPTANCE. AREAS
AND/OR OTHER WORK DISTURBED WHILE ACCESSING AND/OR REPAIRING/REPLACING WARRANTY
COVERED ITEMS SHALL BE STABILIZED.
ISSUED FOR:80% PERMITTING
LEGEND
SPOIL AND WOODY
DEBRIS PILE LOCATION
WRP
SOIL BORING TEST HOLE LOCATION
5:1
ALIGNMENT CURVE MARKER
TF
TFTFTF2.35
15
0
SLOPE
SPOT ELEVATION
PROPOSED CONTOUR LINE
EMBANKMENT AND SLOPE
DRAINAGEWAY OR DITCH
BENCHMARK
BRUSH/TREE LINE
WETLAND RESERVE PROGRAM
CONSERVATION EASEMENT LIMITS
CENTER LINE, BUILDING, ROAD, ETC.
N 1000.00
E 1000.00
STRUCTURE, BUILDING OR FACILITY LOCATION POINT-
COORDINATES
DRAINAGE OR DITCH FLOW
DIRECTION
LIMITS OF DISTURBANCELODLOD
SILT FENCESFSF
WATER CONTROL STRUCTURE
25
0 EXISTING CONTOUR LINE
ALIGNMENT LINE MARKER
TREE PROTECTION FENCING
OVERHEAD ELECTRICAL LINEOHEOHE
WRE WETLAND RESERVE EASEMENT LIMITS
LINEAR LOW - DENSITY POLYETHYLENELLDPE
TURBIDITY CURTAIN
WATER TRANSFER STRUCTURE
TH
XX-LS-1
XX-LV-1
XX-CV-1
XX-RW-1
XX-RP-1
LOG SILL
LOG VANE
LOG CROSS VANE
ROOT WAD
RIFFLE PLANTING
XX-LR-1 LOG ROLL STRUCTURE
XX-J-01 LOG J VANE
PROPOSED CONSTRUCTED RIFFLE
PROPOSED CONSTRUCTED RIFFLE
WITH BOULDERS
PROPOSED BOULDER J-HOOK VANE
PROPOSED BOULDER X VANE
0+0012.810.17STATION
PROPOSED
ELEVATION
EXISTING
ELEVATION
L1
C1
PROFILE PROPOSED FILL GRADE
PROFILE PROPOSED CUT GRADE
TOP OF BANKTOBTOB
BANKFULLBKFBKF JDHWMSJDH-------G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgLittle Brasstown Creek
TABLE 1. Morphologic Characteristics Table (to be included on plan drawings)
Drainage Area:5401 Acres 8.44 Square Miles
Existing Proposed Proposed Ranges e/
1. Stream Type F4 C4 C4
2. Bankfull Area, A (sq ft) a/30.0 50.0 30 - 40
3. Bankfull Width, W (ft) a/ 19.0 31.0 25 - 35
4. Mean Bankfull Depth, d (ft) a/ 1.6 2.0 1.5 - 2.5
5. Maximum Depth, dmax (ft) a/ 2.5 2.5 1.7 - 3.0
6. Width/Depth Ratio, WDR Range 12.0 15.5 12.5 - 18.5
7. Floodprone Width, Wfpa 27.0 70.0 70 - 90
8. Entrenchment Ratio, ER = Wfpa/W d/1.4 2.3 3.0 - 4.0
9. Bank Height Ratio, BHR = LBH/dmax c/2.0 1.0 1.0 - 1.1
10. Sinuosity, K = Lchannel/Lvalley 1.10 1.20 1.15 - 1.25
11. Avg Water Surface Slope, S (ft/ft)0.010 0.009 0.008 - 0.010
12. Riffle Slope, Srif (ft/ft)0.020 0.015 0.010 - 0.025
13. Riffle Length, Lrif Range 15.0 22.0 15 - 30
14. Max Depth Pool, dpool (ft) b/ 3.0 3.3 2.2 - 3.5
15. Pool to Pool Spacing, p-p Range 50.0 80.0 60 - 90
16. Pool Length, Lpool Range 30.0 36.0 30 - 50
17. Inner Berm Area, Aib (sq ft) a/ 12.0 10.0 8.5 - 11.5
18. Inner Berm Width, Wib (ft) a/ 12.0 10.0 8.5 - 11.5
19. Mean Inner Berm Depth, dib (ft) a/ 1.0 1.0 0.4 - 0.7
20. Inner Berm Maximum Depth, dmaxib (ft) a/ 1.5 1.2 0.5 - 1.0
a/ Measured at typical riffle
b/ Measured at typical pool
c/ Low Bank Height divided by Bankfull Depth measured at same section
d/ Channel width measured at two times the Bankfull Depth divided by the Bankfull Width
e/ Proposed values compared to proposed values from the typical riffle G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:17:45 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKGENERAL NOTES 2NOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 3 of 13
ISSUED FOR: 80% PERMITTING
STA = STATION
BM = BENCHMARK
TBM = TEMPORARY BENCHMARK
IP = IRON PIN (FOUND OR SET)
ELEV / EL= ELEVATION
INV = INVERT ELEVATION
H = HEIGHT
HDPE = HIGH-DENSITY POLYETHYLENE
LF = LINEAR FOOT
MAX = MAXIMUM
MIN = MINIMUM
No. / # = NUMBER
TOB = TOP OF BANK
TOS = TOE OF SLOPE
DBT = DITCH BOTTOM
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
GALV =` GALVANIZED
SF = SILT FENCE
LOD = LIMITS OF DISTURBANCE
WRP = WETLAND RESERVE PROGRAM
WRE = WETLAND RESERVE EASEMENT
CONC = CONCRETE
W/ = WITH
Wo/ = WITHOUT
NCDOT = NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
RI = RESOURCE INSTITUTE
JE = JENNINGS ENVIRONMENTAL
USDA = UNITED STATES
LDSI = LDSI INC.
S&WCD = SOIL AND WATER CONSERVATION DISCTRICT
BH = SOIL BORE HOLE
DBKF = DEPTH AT BANKFULL
NTS = NOT TO SCALE
WCS = WATER CONTROL STRUCTURE
WTS = WATER TRANSFER STRUCTURE
SL = SLOUGH
PC = POINT OF CURVATURE
PT = POINT OF TANGENT
PVI = POINT OF VERTICAL INTERSECTION
PVE = POINT OF VERTICAL INTERSECTION EL
R 20 = RADIUS OF 20.0'
TYP. = TYPICAL
ESMT = EASEMENT
I.D. = INSIDE DIMENSION
TH = SOIL BORING TEST HOLE
MS = MAIN STEM
LS = LOG SILL
CL = COVER LOG
LV = LOG VANE
CV = LOG CROSS VANE
RW = ROOT WAD
HB = HABITAT STRUCTURE
BMA = BRUSH MATTRESS
LJ = LOG 'J' VANE
LR = LOG ROLL
LP = LEAF PACK
RP = RIFFLE PLANTINGS
BLDR = BOULDER
LLDPE = LINEAR LOW-DENSITY POLYETHYLENE
PVC = POLYVINYL CHLORIDE
TC = TURBIDITY CURTAIN
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------ABBREVIATIONS / ACRONYMS
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
(A) PERIMETER DIKES,
SWALES, DITCHES, AND
PERIMETER SLOPES
(B) HIGH QUALITY WATER
(HQW) ZONES
(C) SLOPES STEEPER THAN
3:1
7
7
7
TIMEFRAME VARIATIONS
NONE
NONE
(D) SLOPES 3:1 TO 4:1 14
(E) AREAS WITH SLOPES
FLATTER THAN 4:1 14
GROUND STABILIZATION SPECIFICATION
PAINT AND OTHER LIQUID WASTE
PORTABLE TOILETS
EARTHEN STOCKPILE MANAGEMENT
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
HERBICIDES, PESTICIDES AND RODENTICIDES
HAZARDOUS AND TOXIC WASTE
1. 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.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE 1:1
SIDE SLOPE
(TYP.)
CONCRETE
WASHOUT
10 MIL
PLASTIC
LINING SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
10'
MIN
B
10 MIL
PLASTIC LINING
1:1 SIDE SLOPE
(TYP.)
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
2'
SECTION B-B
A
B
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SECTION A-A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.PLAN
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
6"
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.3'-0"10'MIN8"3'-0"NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY GROUND STABILIZATION SHALL BE
CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER
THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE
STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS ACHIEVED.
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED
COMPLIANT WITH THE GROUND STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT
(SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE
DELEGATED AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON
SITE CONDITIONS AND THE DELEGATED AUTHORITY HAVING JURISDICTION.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
STABILIZE WITHIN THIS MANY
CALENDAR DAYS AFTER
CEASING LAND DISTURBANCE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
-7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH AND
WITH SLOPES STEEPER THAN 4:1
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES AND HQW ZONES
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS
ZERO SLOPE
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:
2.PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER, TRASH RECEPTACLE) ON SITE TO
CONTAIN CONSTRUCTION AND DOMESTIC WASTES.
3.LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO
OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
4.LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF RUNOFF FROM 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 OR PROVIDE SECONDARY
CONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE CONTAINERS.
7.EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF CONTAINERS OVERFLOW.
2.LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO
OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
5.PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM CONSTRUCTION SITES.
1.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 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE
TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS.
2.PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN HIGH 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 REPLACE WITH PROPERLY OPERATING UNIT.
1.SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM
DRAIN INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE.
2.PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROM THE TOE
OF STOCKPILE.
4.STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVED PLAN AND
ANY ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE
TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL
NEEDS.
2.DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLID
WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3.MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND
ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE.
4.INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR
PRODUCT IS TO BE USED, CONTACT YOUR APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS
ARE NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED ON THIS DETAIL.
5.DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER
ACCUMULATED WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING
SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6.LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN 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 RECEIVE SPILLS OR OVERFLOW.
7.LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A STONE ENTRANCE PAD IN FRONT OF
THE WASHOUT. ADDITIONAL CONTROLS MAY BE REQUIRED BY THE APPROVING AUTHORITY.
8.INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POST SIGNAGE
ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9.REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE
THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING
ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN APPROVED DISPOSAL
FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
1.STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL RESTRICTIONS.
2.STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, WHICH LISTS
DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING.
3.DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL
OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA
IMMEDIATELY.
4.DO NOT STOCKPILE THESE MATERIALS ONSITE.
3.PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4.CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE.
3.CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
1.DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS.
9.ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS.
8.DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY.
6.ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS.
1.NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE CONTAINERS.
1.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 THE PROJECT.
4.COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS HAZARDOUS WASTE
(RECYCLE WHEN POSSIBLE).
5.REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM HAS BEEN CORRECTED.
6.BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS TO A RECYCLING OR
DISPOSAL CENTER THAT HANDLES THESE MATERIALS.
5.STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT COVER OR SURROUNDED BY
SECONDARY CONTAINMENT STRUCTURES.
4.PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING OFFSITE.
3.APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS AND IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
2.APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL MEASURES.
1.SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING CONSTRUCTION, SELECTING
FROM THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS.
TEMPORARY STABILIZATION PERMANENT STABILIZATION
·TEMPORARY GRASS SEED COVERED WITH STRAW OR
OTHER MULCHES AND TACKIFIERS
·HYDROSEEDING
·ROLLED EROSION PRODUCTS WITH OR WITHOUT
TEMPORARY GRASS SEED
·APPROPRIATELY APPLIED STRAW OR OTHER MULCH
·PLASTIC SHEETING
·PERMANENT GRASS SEED COVERED WITH STRAW OR OTHER
TACKIFIERS
·GEOTEXTILE FABRICS SUCH AS PERMANENT SOIL REINFORCEMENT
MATTING
·HYDROSEEDING
·SHRUBS OR OTHER PERMANENT PLANTINGS COVERED WITH MULCH
·UNIFORM AND EVENLY DISTRIBUTED GROUND COVER SUFFICIENT
TO RESTRAIN EROSION
·STRUCTURAL METHODS SUCH AS CONCRETE, ASPHALT OR
RETAINING WALLS
·ROLLED EROSION CONTROL PRODUCTS WITH GRASS SEED
-10 DAYS FOR FALLS LAKE WATERSHED
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:17:50 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKGENERAL NOTES 3NOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 4 of 13
ISSUED FOR:80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------PART III PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES 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).
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT.
(B) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS. THE PERMITTEE SHALL RECORD THE REQUIRED OBSERVATIONS
ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED
ELEMENTS. USE OF ELECTRONICALLY-AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN
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 BE MAINTAINED FOR A PERIOD
OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR 122.41]
(A) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
2.ADDITIONAL DOCUMENTATION
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE SITE 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:
SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE
WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY
BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM EVENT OF
EQUAL TO OR GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE PERFORMED
UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE
INSPECTION RECORD.THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE APPROVED 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 MANNER DESCRIBED:
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT THE APPROPRIATE DIVISION
REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES
OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE DIVISION'S EMERGENCY RESPONSE PERSONNEL AT [phone],
[phone] OR [phone].
(C) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE ENVIRONMENT.
(B) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
(A) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311 OF 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.
INSPECT FREQUENCY (DURING
NORMAL BUSINESS HOURS INSPECTION RECORDS MUST INCLUDE
(1) RAIN GAUGE
MAINTAINED IN
GOOD WORKING
ORDER
DAILY DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR
HOLIDAY PERIODS, AND NO INDIVIDUAL-DAY RAINFALL INFORMATION IS
AVAILABLE, RECORD THE CUMULATIVE RAIN MEASUREMENT FOR THOSE
UN-ATTENDED DAYS (AND THIS WILL DETERMINE OF A SITE INSPECTION IS
NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED SHALL BE RECORDED AS
"ZERO." THE PERMITTEE MAY USE ANOTHER RAIN-MONITORING DEVICE
APPROVED BY THE DIVISION.
(2) E&SC MEASURES AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT ≥ 1.0 INCH IN 24
HOURS
1. IDENTIFICATION OF MEASURES INSPECTED,
2. DATE AND TIME OF THE INSPECTION,
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
4. INDICATION OF WHETHER THE MEASURES WERE OPERATING
PROPERLY,
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE,
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN
(3) STORMWATER
DISCHARGE
OUTFALLS (SDOS)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT ≥ 1.0 INCH IN 24
HOURS
1. IDENTIFICATION OF THE DISCHARGE OUTFALLS INSPECTED,
2. DATE AND TIME OF THE INSPECTION,
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
4. EVIDENCE OF INDICATORS OF STORMWATER POLLUTION SUCH AS OIL SHEEN,
FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION,
5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE,
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN
(4) PERIMETER OF
SITE
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT ≥ 1.0 INCH IN 24
HOURS
IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, THEN A RECORD OF
THE FOLLOWING SHALL BE MADE:
1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT
THE SITE LIMITS,
2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN, AND
3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES.
(5) STREAMS OR
WETLANDS ONSITE
OR OFFSITE
(WHERE
ACCESSIBLE)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT ≥ 1.0 INCH IN 24
HOURS
IF THE STREAM OR WETLAND HAS INCREASED VISIBLE SEDIMENTATION OR A
STREAM HAS VISIBLE INCREASED TURBIDITY FROM THE CONSTRUCTION
ACTIVITY, THEN A RECORD OF THE FOLLOWING SHALL BE MADE:
1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS TAKEN, AND
2. RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE DIVISION
REGIONAL OFFICE PER PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT.
(6) GROUND
STABILIZATION
MEASURES
AFTER EACH PHASE OF
GRADING
1. THE PHASE OF GRADING (INSTALLATION OF PERIMETER E&SC MEASURES,
CLEARING AND GRUBBING, INSTALLATION OF STORM DRAINAGE FACILITIES,
COMPLETION OF ALL LAND-DISTURBING ACTIVITY, CONSTRUCTION OR
REDEVELOPMENT, PERMANENT GROUND COVER).
2. DOCUMENTATION THAT THE REQUIRED GROUND STABILIZATION MEASURES
HAVE BEEN PROVIDED WITHIN THE REQUIRED TIMEFRAME OR AN ASSURANCE
THAT THEY WILL BE PROVIDED AS SOON AS POSSIBLE.
Item to Document Documentation Requirements
(A) EACH E&SC MEASURE HAS BEEN INSTALLED AND DOES
NOT SIGNIFICANTLY DEVIATE FROM THE LOCATIONS,
DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE
APPROVED E&SC PLAN.
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE APPROVED E&SC
PLAN OR COMPLETE, DATE AND SIGN AN INSPECTION REPORT THAT LISTS EACH
E&SC MEASURE SHOWN ON THE APPROVED E&SC PLAN. THIS DOCUMENTATION IS
REQUIRES UPON THE INITIAL INSTALLATION OF THE E&SC MEASURES OR IF THE
E&SC MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION
(B) A PHASE OF GRADING HAS BEEN COMPLETED.INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE
AND SIGN AN INSPECTION REPORT TO INDICATE COMPLETION OF THE
CONSTRUCTION PHASE.
(C) GROUND COVER IS LOCATED AND INSTALLED IN
ACCORDANCE WITH THE APPROVED E&SC PLAN.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE
AND SIGN AN INSPECTION REPORT TO INDICATE COMPLIANCE WITH APPROVED
GROUND COVER SPECIFICATIONS.
(D) THE MAINTENANCE AND REPAIR REQUIREMENTS FOR
ALL E&SC MEASURES HAVE BEEN PERFORMED.
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
(E) CORRECTIVE ACTIONS HAVE BEEN TAKEN TO E&SC
MEASURES.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE
AND SIGN AN INSPECTION REPORT TO INDICATE THE COMPLETION OF THE
CORRECTIVE ACTION
OCCURRENCE REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENTS
(A) VISIBLE SEDIMENT
DEPOSITION IN A STREAM OR
WETLAND
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE SEDIMENT AND ACTIONS
TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR
A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
• IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR SEDIMENT RELATED CAUSES, THE
PERMITEE MAY BE REQUIRED TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE
COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS.
(B) OIL SPILLS AND RELEASE OF
HAZARDOUS SUBSTANCES PER
ITEM 1(B)-(C) ABOVE
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE NOTIFICATION SHALL INCLUDE
INFORMATION ABOUT THE DATE, TIME, NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE.
(C) ANTICIPATED BYPASSES [40
CFR 122.41(M)(3)]
• A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, IF POSSIBLE.
THE REPORT SHALL INCLUDE AN EVALUATION OF THE ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
(D) UNANTICIPATED BYPASSES
[40CFR 122.41(M)(3)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
• WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN EVALUATION OF THE QUALITY AND EFECT OF
THE BYPASS.
(E) NONCOMPLIANCE WITH THE
CONDITIONS OF THIS PERMIT
THAT MAY ENDANGER HEALTH
OR THE ENVIRONMENT [40 CFR
122.41(I)(7)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE NONCOMPLIANCE, AND ITS
CAUSES; THE PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THE
NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO
CONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF
THE NONCOMPLIANCE. [40 CFR 122.41(I)(6)].
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:17:56 PM, _AutoCAD PDF (General Documentation).pc3
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BKF
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BKFBKF
LOD LOD LOD
LOD LOD LOD LOD LOD
LOD LODLODLOD LOD
LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNo.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKE&SCNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 5 of 13
ISSUED FOR:80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------EROSION AND SEDIMENTATION CONTROL MEASURES STREAMBANK MATTING
DUST CONTROL
STORMWATER
SOLID WASTE
CONSTRUCTION SCHEDULE
16. WHEN APPROPRIATE, INSTALL PERMANENT VEGETATION PER PLANTING PLANS.
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
DURING PROJECT IMPLEMENTATION, BMPS/CONSERVATION MEASURES WILL BE IMPLEMENTED TO
REDUCE SEDIMENTATION INTO LITTLE BRASSTOWN CREEK. EFFORTS WILL BE MADE TO LIMIT AND
EXPEDITE EQUIPMENT TIME IN THE STREAM CHANNEL. WHEN POSSIBLE, WORK WILL OCCUR FROM
THE STREAMBANKS. THE DESIGN ATTEMPTS TO MINIMIZE SEDIMENTATION AND OTHER
POTENTIALLY NEGATIVE IMPACTS THROUGH THE FOLLOWING PRACTICES:
1.EXCAVATION AND GRADING ON THE SITE IS BALANCE. NO EARTH SHOULD BE REMOVED
FROM THE LOD.
2.THE CONTRACTOR WILL BE REQUIRED TO STAGE AND STORE EQUIPMENT AND MATERIALS
AT LEAST 25 FEET FROM TOPS OF BANKS.
3.EQUIPMENT WILL BE WELL-MAINTAINED, CLEANED PRIOR TO MOBILIZATION, AND
CHECKED DAILY FOR LEAKS OF PETROLEUM PRODUCTS.
4.FUELING WILL BE PERFORMED IN A CONTAINED AREA AWAY FROM SURFACE WATER.
5.THE CONTRACTOR WILL BE REQUIRED TO STAGE WORK SUCH THAT DISTURBED AREAS WILL
BE STABILIZED IN PHASES WITH SEEDING, MULCH AND BIODEGRADABLE (COIR) EROSION
CONTROL MATTING (WHERE APPROPRIATE).
6.ALL TREES, UTILITIES AND OTHER SITE FEATURES WILL BE PROTECTED UNLESS MARKED
FOR REMOVAL OR RELOCATION.
7.ALL WORK ADJACENT TO STREAM WATERS WILL BE CONDUCTED IN A DRY WORK AREA TO
THE EXTENT POSSIBLE.
8.TO THE EXTENT POSSIBLE, CONSTRUCTION WILL BE TIMED TO OCCUR DURING TIMES OF
LOW FLOW.
9.CONSTRUCTION ACTIVITIES SHALL NOT OCCUR IN THE CHANNEL DURING WET WEATHER
OR STORMFLOWS.
10. CONSTRUCTION SCHEDULING AND STAGING WILL BE TIMED TO MINIMIZE THE AMOUNT OF
TIME SPENT WORKING IN THE STREAM CHANNEL.
11. APPROPRIATELY SIZED EQUIPMENT WILL BE UTILIZED TO PREVENT EXCESSIVE COMPACTING
AND MINIMIZE CLEARING.
PRIMARY SITE ACCESS WILL OCCUR THROUGH THE PROPERTY OWNER'S PATHWAY THAT ENDS AT THE
SOUTH WEST SIDE OF THE BARN.
SITE ACCESS AND STAGING
SILT FENCE
PRIOR TO ANY SOIL DISTURBANCE AND HAULING, APPROXIMATELY XXX FEET SILT FENCE WILL BE
INSTALLED ON THE SITE AS INDICATED IN THE CONSTRUCTION DOCUMENTS. SILT FENCE WILL BE
LOCATED ALONG THE DOWNSTREAM SIDE OF THE ACCESS AND STAGING AREAS. AT THE END OF THE
PROJECT, WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED, ALL SILT FENCE WILL BE REMOVED.
MATERIAL SPECIFICATIONS, INSTALLATION PROCEDURES, AND MAINTENANCE SHALL CONFORM TO
SECTION 6.62 OF THE NORTH CAROLINA SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
INCLUDING THE CONSTRUCTION DETAIL BELOW.
700 GRAM COIR FIBER MATTING WILL BE USED ALONG NEWLY GRADED STREAM BANK SECTIONS.
MATTING WILL NOT CONTAIN SYNTHETIC (PLASTIC) MATERIALS. MATTING WILL BE INSTALLED
BEGINNING AT THE TOE OF STREAMBANK TO 4 FT BEYOND THE BANKFULL STAGE. A COMBINATION OF
12-INCH AND 24-INCH WOODEN STAKES WILL BE USED TO SECURE THE MATTING IN PLACE.BELOW.
EXPOSED SOILS ON LEVEL SURFACES WILL BE KEPT MOIST DURING DRY CONDITIONS TO MINIMIZE THE
POTENTIAL FOR WIND EROSION AND DUST ACCUMULATION.
THE STREAM RESTORATION PROJECT WILL NOT CREATE ADDITIONAL POINT SOURCES OF
STORMWATER. THE INTENT OF THE PROJECT IS TO IMPROVE OVERALL WATER QUALITY IN LITTLE
BRASSTOWN CREEK BY STABILIZING ERODING STREAMBANKS, PROVIDING FLOODPLAIN STORAGE, AND
PROMOTING APPROPRIATE RIPARIAN VEGETATION.
ALL CONSTRUCTION ACTIVITIES WILL CONFORM TO NORTH CAROLINA GENERAL STORMWATER PERMIT
NCG 010000. SPECIFICALLY:
1.SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE: I) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND-DISTURBING ACTIVITY.
2.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
IT IS NOT ANTICIPATED THAT EXCAVATION FOR THIS PROJECT WILL UNEARTH ANY SOLID WASTE. IN THE
CASE THAT ANY SOLID WASTE IS INADVERTENTLY EXCAVATED, THE FOLLOWING PROCEDURES WILL BE
FOLLOWED:
1.STOCKPILE SOLID WASTE OUTSIDE OF
BUFFER.
2.INSTALL SEDIMENT FENCE AROUND TEMPORARY STOCKPILE AS NEEDED TO PREVENT
SEDIMENT FROM WASHING OFF OF WASTE AND ENTERING SURROUNDING AREAS.
3.ARRANGE FOR WASTE DISPOSAL WITHIN 14 CALENDAR DAYS IN ACCORDANCE WITH LOCAL
AND SOLID WASTE REGULATIONS.
4.CHROKEE COUNTY SOLID WASTE DEPARTMENT:
828-937-2621
5.NC DEQ SOLID WASTE SECTION:
919-707-8200
6.REMOVE SILT FENCE AND GRADE ALL AREAS TO FINAL
DESIGN.
1.OBTAIN EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL AND ALL OTHER APPLICABLE
PERMITS.
2.NOTIFY INSPECTOR FROM DEQ OFFICE PRIOR TO DISTURBANCE.
3.POST CERTIFICATE OF APPROVAL FOR LAND DISTURBANCE AT SITE.
4.INSTALL RAIN GAUGE AND PREPARE INSPECTION FORMS AS DESCRIBED ABOVE.
5.FLAG THE WORK LIMITS AND STAKE OUT THE EXTENTS AND ELEVATIONS OF THE PROJECT.
6.LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORKSITE.
7.HOLD PRE-CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION.
8.INSTALL CONSTRUCTION ENTRANCES, ACCESS ROADS AND SILT FENCE PER THE ATTACHED
PLAN SHEETS AND DETAILS.
9.INSPECT EROSION AND SEDIMENTATION CONTROL PRACTICES DAILY AND AFTER
SIGNIFICANT RAINFALL EVENTS. MAKE NEEDED REPAIRS IMMEDIATELY.
10.STOCKPILE MATERIALS FOR STREAM WORK (E.G., BOULDERS, LOGS, WOODY DEBRIS) AT LEAST
25 FEET FROM THE TOP OF BANK.
11. INSTALL TEMPORARY STREAM CROSSING AS SHOWN ON PLAN SHEETS. STABILIZE ALL
DISTURBED AREA IN VICINITY OF CROSSING WITH GROUND COVER AND EROSION
CONTROL MATTING TO PREVENT SEDIMENTATION DOWNSTREAM.
12.1.AS NEEDED TO IMPLEMENT BANK GRADING, REMOVE VEGETATION. DO NOT
REMOVE HEALTHY, NATIVE VEGETATION FROM AREAS WHERE NO GRADING OR
STRUCTURE INSTALLATION WILL OCCUR. STOCKPILE VEGETATION FOR
REPLANTING, AS APPROPRIATE.
12.2.AS SHOWN ON PLANS, REALIGN CHANNEL. ENSURE CONSTRUCTED SLOPES ARE GRADED
AT A 3:1 SLOPE OR FLATTER, UNLESS DIRECTED OTHERWISE BY THE FIELD ENGINEER.
WHEN POSSIBLE, PERFORM WORK FROM STREAMBANKS IN ORDER TO MINIMIZE TIME
SPENT WORKING IN THE CHANNEL.
12.4.INSTALL COIR STREAMBANK MATTING AND TEMPORARY SEEDING ON ALL
DISTURBED SURFACES ON THE STREAMBANK UP TO THE TOP OF BANK.
12.3. INSTALL IN-STREAM STRUCTURES, BEDFORM FEATURES, AND STREAMBANK
PROTECTION PER THE PLANS. WHEN POSSIBLE, PERFORM WORK FROM STREAMBANKS
IN ORDER TO MINIMIZE TIME SPENT WORKING IN THE CHANNEL.
12. TO THE EXTENT PRACTICABLE, WORK ITERATIVELY FROM UPSTREAM TO DOWNSTREAM
THROUGHOUT THE PROJECT REACHES. CONTRACTOR SHALL LIMIT STREAMBANK
DISTURBANCE TO AREAS THAT CAN BE COMPLETED AND STABILIZED DURING ONE DAY OF
WORK. DURING EACH ZONE OF DISTURBANCE, FOLLOW THE FOLLOWING STEPS:
13.ANY AREA DISTURBED WITHIN 25 FEET FROM THE TOP OF THE STREAM BANK SHALL BE PROVIDED WITH
TEMPORARY GROUND COVER SPECIFIED IN THE VEGETATION PLAN WITHIN 10 CALENDAR DAYS, UNLESS
SUPERSEDED BY THE CONDITIONS OF GENERAL STORMWATER PERMIT NCG 010000.
14. ONCE SITE IS STABILIZED, REMOVE AND DISPOSE OF ALL NON-BIODEGRADABLE
EROSION CONTROL DEVICES.
15. NOTIFY INSPECTOR FROM DEQ OFFICE AFTER STABILIZATION.
ALL EROSION CONTROL AND SEDIMENTATION MEASURES WILL BE INSPECTED DAILY AND AFTER
SIGNIFICANT RAIN EVENTS BY THE ON SITE ENGINEER AND THE CONTRACTOR. THE CONTRACTOR WILL
ASSURE THAT ALL INSTALLATIONS ARE FUNCTIONING PROPERLY AT THE END OF EACH WORK DAY.
INSPECTION REQUIREMENTS, AS DETAILED IN THE STORMWATER SECTION, WILL BE FOLLOWED.
ONCE THE SITE IS STABILIZED, ALL NON-BIODEGRADABLE EROSION CONTROL MEASURES WILL BE
REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
14. CONTRACTOR SHALL COORDINATE WITH OWNER'S CONTRACTOR TO KEEP/MAINTAIN ACCESS TO
OWNERS PROPERTY THROUGHOUT CONSTRUCTION. DELIVERIES SHALL BE DONE IN A MANNER TO AVOID
BLOCKING ACCESS PATH.
UPSTREAM
PROJECT
START
CONSTRUCTION ENTRANCE
EXISTING BARN
MAINSTEM
SHEET 7
SHEET 8
E&SC AND OVERALL LAYOUT
MAIN STEM SEE P&P SHEETS
DOWN STREAM
PROJECT END
SCALE = 1"=50'G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:18:01 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKE&SC DETAILSNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 6 of 13
ISSUED FOR:80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------F
L
O
W
.
DEAD TREES AND SCRUB OR INDER
GROWTH SHALL BE CUT FLUSH WITH
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
TREE PROTECTION FENCE DETAIL
(NTS.)
NOTES:
1.REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2.SEDIMENT AND EROSION CONTROL PLAN SHALL SHOW THE
LOCATION OF ALL TREE PROTECTION FENCES.
3.REFER TO PLANTING SPECIFICATION FOR PLANTING DIRECTION.
ONE FOOT FOR EACH INCH OF
TRUNK DIAMETER (DBH). 6 FT. MIN.
WIDTH FOR 2 IN. CAL. TREES OR
SMALLER
PLAN VIEW OF ROOT ZONE
(NTS.)
FOR PRUNING SEE INTERNATIONAL
SOCIETY OF ARBORICULTURE
SPECIFICATIONS
STEEL
FILTER FABRIC SHALL BE IN ACCORDANCE
WITH CONSTRUCTION SPECIFICATIONS
8' MAXIMUM SPACING WITH WIRE
SUPPORT FENCE; 6' MAXIMUM SPACING
WITHOUT WIRE SUPPORT FENCE
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
NOTES:
1.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
2.LETTERS TO BE 3 IN. MIN. CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE
LETTERING DETAIL FOR PROPER SIGNAGE.
3.SIGNS TO BE PLACED 200 FT. O.C. MAX.
4.SIGNS TO BE PLACED AT EACH END AND 200 FT. O.C. THEREAFTER.
5.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6.MAINTAIN FENCE THROUGHOUT DURATION OF PROJECT.
7.FOR SAFETY FENCE SIGN AS FOLLOWS: TREE PROTECTION AREA - DO NOT ENTER.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
5' T- POST
PLASTIC OR WIRE TIES
(TYP.)
18" TO 24"WIRE FENCE
(BEHIND)
WOVEN GEO-TEXTILE
EXISTING GROUND
8" DOWN AND 4" FORWARD
24"
24"
5' T- POST
PLASTIC OR WIRE TIES
(TYP.)
WIRE FENCE
(BEHIND)
WOVEN
GEO-TEXTILE
BACKFILL TRENCH AND
COMPACT THOROUGHLY
UPSLOPE
4" MIN.
CROSS-SECTION
VIEW
POSTS SHALL BE PAINTED 'T'-POST 1.33
lb/ LF STEEL.
HIVIS FLORESCENT YELLOW GREEN UV
RESISTANT, HIGH TENSILE STRENGTH
POLY FABRIC
8.0' O.C. MAX.WATERPROOF SIGN 40"
3 IN
4 IN
4 IN
4 IN
3 IN
3 IN
SEE NOTES
2.0' MIN4.0' MIN1.75 IN X 1.75 IN STANDARD
SAFETY FENCING MAY BE USED 2.0'4.0'NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP
DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
(NTS.)
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT
A A 2"-3" COURSE AGGREGATE
MIN. 6" THICK
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
SECTION A-A
ROADWAY
SPILLWAY
FILTER FABRIC
2% OR GREATER
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO
BASIN AS REQUIRED.
STRAW BALES, SANDBAGS,
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
ROADWAYFLOWFLOWFLOW
20' MIN.
50' MIN.
PLAN
DIVERSION RIDGE
CONSTRUCTION FENCING
(NTS.)
SILT FENCE DETAIL
(NTS.)
FLOWFLOW
NOTES:
1.SEEDING AND MULCH SHALL BE INSTALLED PRIOR TO INSTALLATION OF EROSION
CONTROL MATTING.
2.MATTING SHALL BE PLACED LOOSELY AND IN FULL CONTACT WITH THE SOIL.
3.THE CONTRACTOR SHALL UNROLL THE COIR FIBER MATTING ALONG THE SLOPE
FACE ANCHORING THE BLANKET INTO THE TOP END OF THE SLOPE BY 'KEYING'
THE BLANKET A MINIMUM OF ONE (1) FOOT INTO THE EXISTING GROUND.
MATTING SHALL BE 'KEYED' INTO GROUND ONE (1) FOOT ON THE TOP AND
BOTTOM OF SLOPES. BEGIN AT THE TOP OF THE SLOPE AND ANCHOR FIBER
MATTING IN A 12" DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12"X48"
TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
4.BLANKET EDGES (BLANKET SIDE BY SIDE AT A GIVEN ELEVATION) SHALL
OVERLAP APPROXIMATELY SIX (6) INCHES, WITH THE UPSTREAM BLANKET ON
TOP. STAKES SHALL STRADDLE THE EDGES OF THE BLANKET ON TOP AND THE
UNDERLYING BLANKET. BLANKET ENDS (BLANKETS ENDING UPSLOPE FROM
DOWN SLOPE BLANKETS) SHALL OVERLAP APPROXIMATELY SIX (6) INCHES WITH
THE UPSLOPE BLANKET OVER THE DOWN SLOPE BLANKET.
5.THE OVERLAPPING AREA AND TERMINATION AREA SHALL BE SECURED WITH
STAKES SPACED AT A MINIMUM OF ONE (1) STAKE EVERY TWO (2) LINEAR FEET
ON CENTER. IN ADDITION TO THE STAKES LOCATED AT THE OVERLAPPING AND
TERMINATION AREA, STAKE MATTING AT A MINIMUM RATE OF TWO (2) PER
SQUARE YARD. AS SHOWN ON THE TYPICAL DETAIL ON THE CONSTRUCTION
DRAWINGS.
6.ALL STAKES FOR SECURING MATTING SHALL BE 24”X2”X4” WOODEN “WEDGE”
STAKES.
7.CONTRACTOR SHALL INSTALL MATTING FROM THE UPSTREAM RIFFLE GRADE
BOTTOM ELEVATION TO THE HALF WAY POINT OF THE BANKFULL BENCH, AS
SHOWN ON TYPICAL CROSS-SECTIONS WITHIN CONSTRUCTION DRAWINGS. THE
MATTING LIMITS AS SHOWN IN THE PLAN AND PROFILE DRAWINGS ARE FOR
GRAPHICAL REPRESENTATION PURPOSES ONLY AS THE MATTING INSTALLATION
LIMITS MAY VARY DEPENDING ON FIELD ELEVATIONS.
4 FT
24 IN 12 IN
EROSION CONTROL MAT (ECM) DETAIL
(NTS)G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:18:41 PM, _AutoCAD PDF (General Documentation).pc3
1610
1605
1635
1630
1625
1620
1615
1610
1605
1605
1610
1615
1615
162016251630
1635
1600160016051605BKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKF0+00
0+50
1+00
1+50 2+00
2+50
3+00
3+5
0
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00TOBTOBTOBTOBTOBTOBTOBTOBTOB
TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBSHEET 8MATCHLINE360:1 -82:1
-82:1
Horizontal2:1100:1 -44
:
1
-44
:
1
37:1 2:167:1 -48:
1
-48:
1
74:1 2:1100:1 -52:
1
-52:
1
Horizontal2:1100:1 -45
:
1
-45
:
1
37:1 2:167:1 -55:
1
-55:
1
Horizontal2:10+501599.261598.1591+001603.151597.6081+501603.501596.9972+001603.171598.1832+501600.081597.5983+001600.361596.4703+501600.461598.5944+001604.211597.5574+501604.551597.1485+001604.431598.2035+501600.961597.3006+001601.661598.7636+501604.951597.6487+001605.141598.5377+501605.331598.8378+001601.691597.920GRADE BREAK STA = 0+00.00ELEV = 1598.02GRADE BREAK STA = 0+54.07ELEV = 1598.17GRADE BREAK STA = 0+78.60ELEV = 1597.87GRADE BREAK STA = 1+76.71ELEV = 1596.67GRADE BREAK STA = 1+95.21ELEV = 1596.67GRADE BREAK STA = 1+98.71ELEV = 1598.17GRADE BREAK STA = 2+16.71ELEV = 1598.35GRADE BREAK STA = 2+34.43ELEV = 1597.95GRADE BREAK STA = 3+05.30ELEV = 1596.35GRADE BREAK STA = 3+23.80ELEV = 1596.85GRADE BREAK STA = 3+27.30ELEV = 1598.35GRADE BREAK STA = 3+47.30ELEV = 1598.65GRADE BREAK STA = 3+64.17ELEV = 1598.30GRADE BREAK STA = 4+31.67ELEV = 1596.90GRADE BREAK STA = 4+50.17ELEV = 1597.15GRADE BREAK STA = 4+53.67ELEV = 1598.65GRADE BREAK STA = 4+68.67ELEV = 1598.80GRADE BREAK STA = 4+84.41ELEV = 1598.50GRADE BREAK STA = 5+47.38ELEV = 1597.30GRADE BREAK STA = 5+65.88ELEV = 1597.30GRADE BREAK STA = 5+69.38ELEV = 1598.80GRADE BREAK STA = 5+89.38ELEV = 1599.00GRADE BREAK STA = 6+07.32ELEV = 1598.60GRADE BREAK STA = 6+79.08ELEV = 1597.00GRADE BREAK STA = 6+97.58ELEV = 1597.50GRADE BREAK STA = 7+01.08ELEV = 1599.00GRADE BREAK STA = 7+23.08ELEV = 1599.33GRADE BREAK STA = 7+39.45ELEV = 1599.03GRADE BREAK STA = 8+04.93ELEV = 1597.83GRADE BREAK STA = 8+23.43ELEV = 1597.83GRADE BREAK STA = 8+26.93ELEV = 1599.33PLAN VIEW
(1" = 30' HORIZ.)
PROFILE VIEW
(1" = 30' HORIZ., 1" = 2.0' VERT.)No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:HORIZONTAL SCALE: 1" = 30'
30150 60 90VERTICAL SCALE: 1" = 2.0'1.0
0
2.0
4.0
6.0 JDHWMSJDH-------NOT FORCONSTRUCTIONSEALLITTLE BRASSTOWN CREEKP&P 0+00.00 - 8+30.00SUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 PROJ: 4519027
DWG: 4519027_E.DWG
SHEET: 7 of 13
DATE: 2020/05/27
ISSUED FOR:80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_E.dwgFURNISH AND INSTALL LOG
VANE WITH BOULDER J-HOOK
CONTRACTOR SHALL PROVIDE SMOOTH
GRADING TRANSITION AT PROPERTY LINE LINE
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED CHANNEL BOTTOM
FURNISH AND INSTALL LOG
VANE WITH BOULDER J-HOOK
AND CONSTRUCTED RIFFLE
EXISTING CHANNEL BED
CROSS SECTION
AT STA. 5+75
DIRECTION OF FLOW
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_E.dwg, 5/27/2020 5:18:54 PM, _AutoCAD PDF (General Documentation).pc3
1615
1610
16201610
1605
16051605160516051605BKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKFBKF6+50
7+00
7+50
8+00
8+50
9+00 9+50
10+00
10+50
11+0
0
11+5
0
12+00
12+50 13+00 13+50 13+75
TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBSHEET 7MATCHLINE67:1 -60:
1
-60:
1
74:1 2:167:1 -3
6
:
1
-3
6
:
1
37:1 2:1100:1 -41
:
1
-41
:
1
37:1 2:167:1 -
1
7
:
1
-
1
7
:
1
74:1 2:1100:1
8+501601.751599.4209+001605.751598.5829+501605.621597.85310+001606.121599.61610+501605.881598.21011+001602.741600.04911+501606.551598.95012+001606.641598.48012+501602.911599.04513+001602.9213+501603.17GRADE BREAK STA = 8+41.93ELEV = 1599.56GRADE BREAK STA = 8+62.83ELEV = 1599.20GRADE BREAK STA = 9+46.42ELEV = 1597.80GRADE BREAK STA = 9+64.92ELEV = 1598.06GRADE BREAK STA = 9+68.42ELEV = 1599.56GRADE BREAK STA = 9+90.42ELEV = 1599.88GRADE BREAK STA = 10+04.65ELEV = 1599.48GRADE BREAK STA = 10+61.57ELEV = 1597.88GRADE BREAK STA = 10+80.07ELEV = 1598.38GRADE BREAK STA = 10+83.57ELEV = 1599.88GRADE BREAK STA = 11+03.57ELEV = 1600.08GRADE BREAK STA = 11+19.93ELEV = 1599.68GRADE BREAK STA = 11+85.39ELEV = 1598.08GRADE BREAK STA = 12+03.89ELEV = 1598.58GRADE BREAK STA = 12+07.39ELEV = 1600.08GRADE BREAK STA = 12+27.39ELEV = 1600.38GRADE BREAK STA = 12+33.29ELEV = 1600.04GRADE BREAK STA = 12+56.91ELEV = 1598.64GRADE BREAK STA = 12+75.41ELEV = 1598.88GRADE BREAK STA = 12+78.91ELEV = 1600.38GRADE BREAK STA = 12+93.91ELEV = 1600.54PLAN VIEW
(1" = 30' HORIZ.)
PROFILE VIEW
(1" = 30' HORIZ., 1" = 2.0' VERT.)No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:HORIZONTAL SCALE: 1" = 30'
30150 60 90VERTICAL SCALE: 1" = 2.0'1.0
0
2.0
4.0
6.0 JDHWMSJDH-------NOT FORCONSTRUCTIONSEALLITTLE BRASSTOWN CREEKP&P 8+30.00 - 13+75.00SUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 PROJ: 4519027
DWG: 4519027_E.DWG
SHEET: 8 of 13
DATE: 2020/05/27
ISSUED FOR:80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_E.dwgFURNISH AND INSTALL LOG
VANE WITH BOULDER J-HOOK
CONTRACTOR SHALL PROVIDE SMOOTH
GRADING TRANSITION AT PROPERTY LINE LINE
EXISTING GRADE
PROPOSED BANKFULL
PROPOSED CHANNEL BOTTOM
FURNISH AND INSTALL LOG
VANE WITH BOULDER J-HOOK
AND CONSTRUCTED RIFFLE
EXISTING CHANNEL BED
CROSS SECTION
AT STA. 12+30
DIRECTION OF FLOW
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_E.dwg, 5/27/2020 5:19:01 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEK9 - SECTIONNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 9 of 13
TYPICAL CROSS SECTION POOL LEFT
BEND
(NTS.)
℄
7.5:1 H:V
B
3:1 H:V
5:1 H:V
VARIES VARIES
Dbkf
Dbkf: VARIES CONTRACTOR SHALL SEE PROFILE FOR BANKFULL DEPTH
5:1 H:V
CONTRACTOR SHALL
INSTALL EROSION CONTROL
MATTING FROM TOE OF
SLOPE TO THE HALFWAY POINT
OF BANKFULL BENCH
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
VARIES
(TYP.)
BANKFULL ELEV.
VARIES
(TYP.)
TYPICAL CROSS SECTION RIFFLE
(NTS.)
VARIES
A
3:1 H:V
3:1 H:V
VARIES
VARIES
Dbkf
Dbkf: VARIES CONTRACTOR
SHALL SEE PROFILE FOR
BANKFULL DEPTH
℄
CONTRACTOR SHALL
INSTALL EROSION CONTROL
MATTING FROM TOE OF
SLOPE TO THE HALFWAY POINT
OF BANKFULL BENCH
CONTRACTOR TO INSURE
SMOOTH TRANSITION AND
POSITIVE DRAINAGE TO
EXISTING GRADE (TYP.)
NOTE:
EROSION CONTROL MATTING HATCHING
ON PLAN SHEETS IS FOR GRAPHICAL
REPRESENTATION ONLY
VARIES VARIES
DEPTH VARIES SEE PROFILE
PROPOSED GRADE
VARIES
EXISTING GRADE
EROSION CONTROL MATTING
3:1 H:V
3:1 H:V
℄
℄
FURNISH & INSTALL LIVE STAKES
(SEE PLANTING DETAILS)
PROPOSED CHANNEL BED
BACKFILL & COMPACT WITH
SUITABLE MATERIAL
FLOODPLAIN WIDTH VARIES PER PLAN
WBKF
TIE TO EXISTING
PER GRADING PLAN
FLOODPLAIN DMAXBKF WSE FLOODPLAIN
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
SEE DETAIL
PROPOSED GRADE
MAX DEPTH AT CENTER OF
RIFFLE CROSS-SECTION
PROPOSED CENTERLINE ALIGNMENT
WIDTH VARIES PER PLAN
WPOOL
TIE TO EXISTING
PER GRADING PLAN
BKF WSE FLOODPLAIN
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
SEE DETAIL
POINT BAR
DMPOOL
PROPOSED CENTER LINE ALIGNMENT
3 : 1
H :
V
3 : 1
3 : 1 3 : 1
H : V
H :

V
ISSUED FOR: 80% PERMITTING
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------PARAMETER R1
ABKF (FT2)50.0
WBKF (FT)31.0
DBKF (FT)2.0
DMAX (FT)2.5
W/D (FT)15.5
DMAX /DBKF 1.3
S. (FT/FT)0.011
PARAMETER R1
APOOL (FT2)102.3
WPOOL (FT)31.0
DPOOL (FT)3.3
DMPOOL (FT)5.0
APOOL/ABKF 2.0
WPOOL/WBKF 1.0
DMAX /DBKF 2.5
PARAMETER R1
A 7.0
B 4.0
BANKFULL ELEV.G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:19:15 PM, _AutoCAD PDF (General Documentation).pc3
0+001604.070+501600.821598.8801+00
0+001605.480+501605.071600.1001+001606.421+50 No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKCROSS SECTIONS10
####
SHEET: of 13
4519027
####JDHWMSJDH---####NOT FORCONSTRUCTIONSUEG I S
SURVEYING GNIREENIGNE LDSISURVEYING SOLUTIONS FOR A CHANGING WORLDSEALCHARLOTTE OFFICE: 201 W 29TH STREET, CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N., KINSTON NC 28504PHONE: [phone] | FAX: [phone] | WEBSITE:WWW.LDSI-INC.COM NC FIRM #: C-1925TYPICAL CROSS-SECTIONS
(1" = 20' HORIZ. 1" = 1' VERT.)
CROSS-SECTION AT STREAM STATION 12+30
CROSS-SECTION AT STREAM STATION 05+75
FG
FG
EG EG
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\Profile\CROSS_SECTIONS.dwg, 5/27/2020 5:19:25 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 11 of 13
ISSUED FOR:80% PERMITTING LOG VANE WITH BOULDER J-HOOKG:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------A
BURY LOGS INTO
STREAMBED MIN. 10.0'.
20 - 30
SELECT BACKFILL
BEHIND STRUCTURE
NON-WOVEN
GEOTEXTILE
FIT BOULDERS TIGHTLY TOGETHER
HIGH DENSITY
PLANTING
SCOUR
POOL
EXTEND VANE ARM
INTO STREAMBANK
MIN. 10.0'
BANKFULL
A'
HEADER LOG
BASEFLOW WSE
FOOTER LOG
HEADER BOULDER (SILL)
FOOTER BOULDER (SILL)BB'A
A'
PROPOSED BANKFULL WSE
ARM SLOPE
@
1 - 3%
1.ALL LOGS SHALL BE RELATIVELY STRAIGHT AND LIMBS AND BRANCHES SHALL BE TRIMMED FLUSH. LOGS SHALL HAVE
MINIMUM DIAMETER OF 1.5'.
2.HEADER LOGS SHALL BE UNDERLAIN BY FOOTER LOGS TO PROVIDE A SILL UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. HEADER LOGS SHALL BE OFFSET SLIGHTLY DOWNSTREAM OF THE FOOTER LOG.
3.THE HEADER LOG OF THE VANE ARE SHALL TIE INTO THE STREAMBANK AT 1/2 TO 2/3 BANKFULL STAGE.
4.THE LOG VANE ARM SHALL EXTEND INTO THE OUTSIDE STREAMBANK AND STREAMBED A MINIMUM OF 10.0 FT
ON EACH END.
5.ALL GAPS/VOIDS LARGER THAN 1 INCHES BETWEEN THE HEADER AND FOOTER LOGS SHALL BE CHINKED WITH
LIMBS AND/OR BRUSH ON THE UPSTREAM SIDE PRIOR TO PLACEMENT OF THE GEOTEXTILE.
6.ALL BOULDERS USED FOR THE STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR RECTANGULAR IN
THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE ONSITE. BOULDERS
DIMENSIONS SHALL BE 1.5 FT X 4.0 FT X 1.5 FT +/- 0.5 FT.
7.CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY.
8.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER AND PLUGGING WITH NC
DOT CLASS A ROCK OR CHINKING STONE APPROVED BY ENGINEER.
9.HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET 1.0 FT UPSTREAM OF THE
FOOTER.
10.SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE
BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
11.ON THE UPSTREAM SIDE OF THE STRUCTURE A LAYER OF NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED
AS SHOWN IN THE DETAIL ALONG THE ENTIRE LENGTH OF THE LOG VANE AND BOULDER J-HOOK. SECURE ALL
GEOTEXTILE FABRIC ON TOP OF FOOTER LOG USING 3 INCH 10D GALVANIZED COMMON NAIL ON 12 IN
SPACING ALONG LOG. NAIL NON-WOVEN GEOTEXTILE TO EDGE OF HEADER LOG AND BACKFILL.
12.DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN
ENGINEER TO FIT CONDITIONS ONSITE.
13.THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS-SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
14.RE-DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN-STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
LOG VANE WITH BOULDER J-HOOK
NOTES
LOG VANE WITH BOULDER J-HOOK
CROSS-SECTION
NOT TO SCALE
LOG VANE WITH BOULDER J-HOOK
DETAILED PLAN
NOT TO SCALE
LOG VANE WITH BOULDER J-HOOK
DETAILED PROFILE - SECTION A - A'
NOT TO SCALE
EXTEND BOULDER SILL INTO STREAMBANK
MIN 10.0 ' OR THREE FULL BOULDER
LENGTHS
HIGH DENSITY
PLANTING
SELECT BACKFILL MATERIAL
NON-WOVEN
GEOTEXTILE
SCOUR POOL BELOW
STRUCTURE
VANE ARM INTO STREAM BANK @ 1/2 TO
2/3 BKF STAGE
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:19:34 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
PROJ: 4519027
DWG: 4519027E
SHEET: 12 of 13
ISSUED FOR:80% PERMITTING CONSTRUCTED RIFFLEG:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------SILL LOG
P.C.STATION PER PLAN
LOG ROLLER
BURY LOGS INTO STREAM BANK MIN. 6.0'
P.T.STATION PER PLAN
BANKFULL
TOE OF SLOPE
BURY LOGS INTO STREAMBANK MIN. 6.0'
A
A'B'BBASEFLOW WS
E
RUN
FOOTER LOG
STREAMBED
RIFFLE SUBSTRATE PER NOTES AND TABLE
MICROPOOL BELOW STEP
NON-WOVEN FILTER FABRIC
RIFFLE MATERIAL
GLIDE
P.T.ELEVATION PER PROFILE
MAX DROP
0.2' - 0.3'
MAX SPACING
1
3 * WBFK
P.C.ELEVATION PER PROFILEBANKFULL WSE
BASEFLOW WSE
BANKFULLEROSION CONTROL MATTINGCOIR 700 GRAM
BURY LOGS INTO STREAMBANK MIN.6'
RIFFLE SUBSTRATE MATERIAL MIN. 6.0'
RIFFLE SUBSTRAIGHT DEPTH MIN. = 1.5'
1. ALL LOGS SHALL BE RELATIVELY STRAIGHT AND LIMBS AND BRANCHES SHALL BE TRIMMED FLUSH. LOGS SHALL HAVE MINIMUM DIAMETER OF 1.0'. LOGS SHALL HAVE A MINIMUM LENGTH OF 20 FEET.
2. HEADER LOGS SHALL BE UNDERLAIN BY FOOTER LOGS TO PROVIDE A SILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. HEADER LOGS SHALL BE OFFSET SLIGHTLY DOWNSTREAM OF THE FOOTER LOG.
3. SET SILL INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATION OF THE SOL SILLS MAY VARY FROM THE PLAN SHEETS WITHOUT THE DIRECTION FROM THE ENGINEER.
4. THE VERTICAL SLOPE OF EACH LOG SHALL NIT EXCEED 1% UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
5. ON THE UPSTREAM SIDE OF THE SILL LOGS, NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE ENTIRE LENGTH OF THE STRUCTURE. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE. RIFFLE MATERIAL SHALL BE USED AS BACKFILL MATERIAL AROUND THE LOGS AND MICROPOOLS
SHALL BE ESTABLISHED BELOW EACH LOG.
6. FINE WOODY MATERIAL LESS THAN 3" IN DIAMETER MAY BE INCORPORATED INTO THIS STRUCTURE TO INCREASE THE IN-STREAM ORGANIC MATERIAL AND ENHANCE FLOW DIVERSITY.
7. RIFFLE MATERIAL SHALL HAVE A GRADATION AS DEFINED IN THE TABLE ON SHEET 8.2 OR WITHIN THIS DETAIL. SELECT RIFFLE MATERIAL SHALL BE WELL-GRADED AND MIXED WITH EARTH WHEN IT IS PLACED IN
THE CHANNEL.
8. CONSTRUCTED RIFFLE MATERIAL SHALL EXTEND A MINIMUM OF 6.0 FT U/S OF THE P.T. INTO THE GLIDE AND A
MINIMUM OF 6.0 FT D/S OF THE P.C. INTO THE RUN.
9. RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION, ITS LOWEST ELEVATION OCCURS IN THE CENTER OF THE CHANNEL. RIFFLE MATERIAL SHALL BE COMPACTED
USING AN EXCAVATOR BUCKET SUCH THAT FUTURE SETTLEMENT OF THE MATERIAL IS KEPT TO A MINIMUM.
10. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN ACCORDANCE WITH THE LINES, GRADES, AND CROSS-SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATION INDICATED.
11. RE-DRESSING OF THE SHALL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING INSTALLATION OF IN-STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION
12. SEE TYPICAL RIFFLE CROSS SECTION FOR DIMENSIONS.
13. EVERY OTHER RIFFLE SHALL HAVE A BOULDER CLUSTER INSTALLED AND SPACED PER FIELD ENGINEERS SPECIFICATIONS AT UPSTREAM END. CLUSTER SHALL CONSIST OF 3 BOULDERS OF NC DOT CLASS 2
STONE.
CONSTRUCTED RIFFLE WITH LOG ROLLERS (CRL)
NOTES
CONSTRUCTED RIFFLE WITH ROLLERS
CONSTRUCTED RIFFLE WITH ROLLERS CONSTRUCTED RIFFLE WITH ROLLERS
DETAILED PLAN
DETAILED CROSS-SECTION A - A'DETAILED CROSS-SECTION B - B'
LOG SLOPED 0-1%
RIFFLE LENGTH
VARIES PER
PLAN
RIFFLE
GRADATION
REACH R1
NC DOT CLASS %
B 20
1 50
2 30
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
BOULDER CLUSTER
BOULDER CLUSTER
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:19:41 PM, _AutoCAD PDF (General Documentation).pc3
No.DESCRIPTIONAPVDBAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
VERIFY SCALE
SCALE AS SHOWNBYDATE DSGN:DR:CHK:APVD:DATE:LITTLE BRASSTOWN CREEKPLANTING PLANNOT FORCONSTRUCTIONSEALSUEG I S
SURVEYING GNIREENIGNECHARLOTTE OFFICE: 201 W 29TH STREET,CHARLOTTE NC 28206KINSTON OFFICE: 1308 HWY 258 N, KINSTON NC 28504PHONE: [phone] | FAX: [phone]WEBSITE: WWW.LDSI-INC.COM | NC FIRM #: C-19257 SAMUEL ASHE DRIVEASHEVILLE, NC 28805PHONE: [phone]WEB: WWW.JENNINGSENV.COMNC FIRM #: P-1932 DATE: 2020/05/27
DWG: 4519027E
SHEET: 13 of 13
PROJ: 4519027
3
/
4
le
n
g
t
h
EXISTING SLOPE
OR NEW
STAKES 3 4 IN - 2 IN DIA. X 3 FT
LENGTH SPACED 3.0 FT O.C. (TRIANGULAR
SPACING) ANGLES AT 45° TO DOWNSTREAM FLOW
45° CUT
TOP OF SLOPE
PLAN VIEW
NOTES:
1. ACCEPTABLE SPECIES: SEE CONSTRUCTION SPECIFICATIONS
2. INSTALL PER CONSTRUCTION SPECIFICATIONS.
3. USE 12 IN -3/4 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO
GROUND
4. DRIVE LIVE STAKE 3/4 OF ITS LENGTH INTO THE GROUND
5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION
6. STAKES TO BE 3 4 IN TO 2 IN DIAMETER, 3 FT LONG
7. 6 INCH MINIMUM TO REMAIN ABOVE GROUND.
3 ft
3 ft
FLOW
45°
TOE OF SLOPE 6
"
M
I
N
.
(
T
Y
P
.
)
LIVE STAKE DETAILS
(NTS.)
TUBELING DETAILS
(NTS.)INSTALL PLANTS WHERE
CROWN IS FLUSH
WITH SOIL SURFACE
CUT AND REMOVE ANY
COVERING AROUND ROOTS
NOTES:
1.DO NOT COMPACT TOPSOIL, TO PROMOTE HEALTHY
ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2.PLANTS OF THE SAME SPECIES SHOULD BE PLANTED IN
CLUSTERS, THESE CLUSTERS SHOULD CONTAIN (5) FIVE
PLANTS OF THAT SPECIES. NO MORE THAN ONE (1)
CLUSTER OR FIVE (5) PLUGS OF THE SAME SPECIES
WITHIN A 10 FT BY 10 FT GRID.
3.ALL PLANTS SHOULD BE PLANTED IN THE INDICATED
RANGE TO ENSURE SURVIVAL.
TYPICAL PLANTING DETAIL
(NTS.)
AMENDED TOPSOIL
(TYP.) 0.5 FT. DEEP
EXISTING SOIL
TWICE ROOT DIAMETER
ISSUED FOR: 80% PERMITTING
PROPOSED SLOPE
WITH ECMPLAN VIEW
TUBELING
EX. SLOPE
ECM
FIRMLY PACK SOIL
AROUND THE BASE OF
THE TUBELING, SO THAT
NO AIR POCKET REMAIN.
NOTES:
1.SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE.
2.SPACE AT 3.0' O C. (TRIANGULAR SPACING).
3.ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI
Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
4.CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND
STAPLE. ALLOW 6" DIAMETER AROUND TUBELING WITH NO ECM.
5.PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB.
TOP OF SLOPE
3 ft
3 ft
FLOW
45°
6 INCH MINIMUM TO REMAIN ABOVE GROUND.
GENERAL PLANTING NOTES:
SEEDING TEMPORARY & PERMANENT
·SEEDING SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 006 - SEEDING, SPRIGGING, AND MULCHING.
·DELIVERY TICKETS SHOWING QUALITY AND QUANTITY OF MATERIALS
SHALL BE FURNISHED TO THE ENGINEER (1) WEEK PRIOR TO USING
MATERIALS FOR APPROVAL.
·AREAS TO BE SEEDED SHALL BE DRESSED TO A SMOOTH, FIRM
SURFACE. ON SITES WHERE EQUIPMENT CAN OPERATE ON SLOPES
SAFELY, THE SEEDBED SHALL BE ADEQUATELY LOOSENED (4 TO 6
INCHES DEEP) AND SMOOTHED. DEPENDING ON SOIL AND MOISTURE
CONDITIONS, DISKING OR CULTIPACKING, OR BOTH, MAY BE
NECESSARY TO PROPERLY PREPARE A SEEDBED. WHERE EQUIPMENT
CANNOT OPERATE SAFELY, THE SEEDBED SHALL BE PREPARED BY
HAND METHODS BY SCARIFYING TO PROVIDE A ROUGHENED SOIL
SURFACE SO THAT BROADCAST SEED WILL REMAIN IN PLACE.
·FERTILIZER, LIME, AND OTHER SOIL AMENDMENTS SHALL BE APPLIED
AS SPECIFIED IN SPECIFICATIONS. THE FERTILIZER AND SOIL
AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL
IMMEDIATELY FOLLOWING SURFACE APPLICATION.
·ALL DISTURBED AREAS SHALL BE SEEDED WHEN THEY ARE EXPECTED
TO BE BARE OF GROUND OVER FOR MORE THAN 15 CALENDAR DAYS;
WHERE ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN, OR AS
DIRECTED BY THE ENGINEER/INSPECTOR. THESE AREAS SHALL BE
SEEDED (TEMPORARY SEED MIX) AT THE END OF EACH DAY UNLESS
OTHERWISE DIRECTED BY THE ENGINEER/INSPECTOR.
·SEEDING (PERMANENT SEED MIX) SHALL BE ACCOMPLISHED WITHIN
TWO (2) DAYS AFTER FINAL GRADING IS COMPLETED AND APPROVED
BY THE ENGINEER.
·FERTILIZER SHALL BE APPLIED AT THE RATE OF 1,000 LBS. PER ACRE.
THE FERTILIZER SHALL BE 10-10-10, OR EQUIVALENT. LIME SHALL BE
APPLIED AT THE RATE OF TWO (2) TONS PER ACRE. MULCH SHALL BE
APPLIED AT A RATE OF TWO (2) TONS PER ACRE. ALL SOIL
AMENDMENTS SHALL BE THOROUGHLY INCORPORATED, AS SPECIFIED
IN SECTION 5 OF THIS CONSTRUCTION SPECIFICATION. THE AREA
SHOULD THEN BE SMOOTHED AND ANY DEBRIS LARGER THAN 3
INCHES IN DIAMETER OR WHICH WOULD INTERFERE WITH MOWING
SHALL BE REMOVED FROM THE SURFACE. A CYCLONE SEEDER, DRILL
OR CULTIPACKER SEEDER SHALL BE USED TO APPLY THE SPECIFIED
SEED EVENLY ON THE FRESHLY PREPARED SEEDBED. WHEN SEED IS
BROADCAST, A CULTIPACKER OR OTHER APPROPRIATE EQUIPMENT
SHALL BE USED IMMEDIATELY FOLLOWING SEEDING TO INCORPORATE
THE SEED.
LIVE STAKES
·LIVE STAKES SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 402 - LIVE STAKES.
·THREE (3) WEEKS PRIOR TO INSTALLATION OF LIVE STAKES
CONTRACTOR SHALL SUBMIT A ROPOSED HARVESTING AND
CONSTRUCTION SCHEDULE, INCLUDING SOURCE OF SUPPLY OF LIVE
CUTTING, TO PROJECT ENGINEER FOR REVIEW AND APPROVAL. NO
WORK SHALL BE PERFORMED UNTIL PROJECT ENGINEER APPROVES
THE SOURCE AND SCHEDULE. HARVESTING, TRANSPORTING, AND
INSTALLATION SHALL TAKE PLACE WHEN PLANTS ARE DORMANT
(DECEMBER 1 THROUGH APRIL 1). IF DUE TO CONSTRUCTION
SCHEDULING LIVE STAKES CANNOT BE USED
BASED ON THE TIMEFRAMES SET ABOVE, LIVE TUBELINGS OF THE
SAME SPECIES MAY BE SUBSTITUTED WITH APPROVAL FOR THE
PROJECT ENGINEER.
·PLANT MATERIALS SHALL BE FROM SOURCES THAT ORIGINATED
WITHIN PLANT HARDINESS ZONES OR 8. LIVE CUTTINGS FOR LIVE
STAKES SHALL BE 0.75 INCHES TO 2.0 INCHES IN DIAMETER AND 3 FEET
IN LENGTH. SIDE BRANCHES SHALL BE REMOVED AND BARK LEFT
INTACT PRIOR TO INSTALLATION. BUDS ON THE STAKES SHALL BE
ORIENTED IN AN UPWARD POSITION. CONTRACTOR SHALL SCRAPE A
PORTION OF THE CAMBIUM LAYER OFF EACH LIVE STAKE AT THE
BASAL END APPROXIMATELY TWO (2) INCHES IN LENGTH BY 0.25
INCHES WIDE TO STIMULATE ROOT GROWTH. THE BASAL ENDS SHALL
BE DIPPED IN A ROOT STIMULATING GROWTH HORMONE APPROVED BY
THE PROJECT ENGINEER. THE BASAL ENDS SHALL BE TAPERED TO A
POINT FOR EASY INSERTION INTO THE SOIL. THE TOP SHALL BE CUT
SMOOTH AND SQUARE.
·THE TOPS OF THE LIVE STAKES SHALL BE PAINTED WITH LATEX TREE
MARKING PAINT TO ENSURE CORRECT PLANTING DIRECTION. MARK
SPECIES WITH DIFFERENT COLORS. LIVE STAKE CUTTINGS SHALL
CONSIST OF THE SPECIES AS LISTED ON THE CONSTRUCTION
DRAWINGS.
·LIVE STAKE INSTALLATION - LIVE STAKES SHOULD BE INSTALLED FROM
DECEMBER 1- MAY 1. DRIVE LIVE STAKES INTO THE GROUND SO THAT
SEVENTY-FIVE PERCENT (75%) OF THE STAKE IS BELOW THE GROUND
SURFACE. FOR EASY INSERTION INTO THE SOIL THE BOTTOM END OF
THE STAKE SHOULD BE CUT AT AN ANGLE OF 30 TO 45 DEGREES. TO
ENSURE A FLAT SURFACE FOR HAMMERING INTO THE SLOPE, THE TOP
SHOULD BE CUT AT 90-DEGREE ANGLE. FOR LARGER BRANCHES THE
USE OF PRUNING SHEARS OR POWER SAW MAY BE NECESSARY. ALL
BUDS OF THE LIVE BRANCH SHOULD BE FACED UPWARDS DURING
TAKING. AS SHOWN IN THE DETAILED PLAN ABOVE. THE CONTRACTOR
SHALL USE A DEADPAN HAMMER FOR DRIVING THE STAKE DIRECTLY
INTO THE GROUND OR DRIVE A PILOT HOLE, SMALLER IN DIAMETER
THEN THE LIVE STAKE, AND THEN DRIVING THE LIVE STAKE INTO THE
PILOT HOLE.
·CONTRACTOR SHALL STAGGER SPECIES AS DIRECTED BY PROJECT
ENGINEER.
·CONTRACTOR SHALL WARRANTY LIVE STAKES SURVIVAL AT THE END
OF YEAR 1 (ONE). SURVIVAL RATE SHALL BE NO LESS THAN 85%, AS
ASSESSED BY THE TEST PLOT METHOD DESCRIBED IN THE
CONSTRUCTION SPECIFICATIONS. CONTRACTOR AT THEIR OWN
EXPENSE SHALL REMEDIATE ANY AREAS FAILING TO MEET 85%
MINIMUM.
·THE NRCS PROJECT ENGINEER SHALL MAKE A FINAL INSPECTION WITH
THE CONTRACTOR TO ENSURE ALL LIVE STAKES HAVE BEEN
INSTALLED ACCORDING TO THE SPECIFICATION, PLANS, AND DETAILS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ALL
DEFICIENCIES WITHIN TEN (10) CALENDAR DAYS OF THE INSPECTION.
THE NRCS PROJECT ENGINEER AND CONTRACTOR PRIOR TO FINAL
COMPLETION SHALL PERFORM A FINAL INSPECTION OF THE
CORRECTED ACTIONS.
TREE SEEDLINGS
·TREE SEEDLINGS SHALL BE IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATION 400 - TREE PLANTING.
·HARVESTING, TRANSPORTING, AND INSTALLATION SHALL TAKE PLACE
WHEN PLANTS ARE DORMANT (DECEMBER 1 THROUGH APRIL 1);
UNLESS OTHERWISE DIRECTED BY PROJECT ENGINEER.
·CONTRACTOR SHALL WARRANTY TREE SURVIVAL AT THE END OF
YEAR 1 (ONE). SURVIVAL RATE SHALL BE NO LESS THAN 85%, AS
ASSESSED BY THE TEST PLOT METHOD DESCRIBED IN THE
CONSTRUCTION SPECIFICATIONS. CONTRACTOR AT THEIR OWN
EXPENSE SHALL REMEDIATE ANY AREAS FAILING TO MEET 85%
MINIMUM.
·CONTRACTOR SHALL SUBMIT TO PROJECT ENGINEER FIVE (5) LIVE
SEEDLINGS OF EACH SPECIES ABOVE, FOUR (4) WEEKS PRIOR TO
PLANTING FOR APPROVAL. CONTRACTOR SHALL NOT PLANT ANY
SEEDLINGS UNTIL PROJECT ENGINEER APPROVES OF SUBMITTED
SEEDLING STOCK. SUBMITTAL SHALL BE MADE IN AN APPROVED
NURSERY TREE BAG ALONG WITH SEEDLING AND NURSERY
INFORMATION. SEEDLINGS SHALL BE CLEARLY MARKED FOR
IDENTIFICATION PURPOSES.
·NO MATERIAL SHALL BE PLANTED WHEN THE GROUND OR BACKFILL IS
IN A FROZEN CONDITION, OR CONDITIONS ARE UNUSUALLY WET, AS
DETERMINED BY THE NRCS CONTRACTING OFFICER'S TECHNICAL
REPRESENTATIVE (COTR).
·ALL SEEDLINGS SHALL HAVE AT LEAST 5 PRIMARY ROOTS 1/10
DIAMETER OR LARGER. ROOTS SHALL BE PRUNED TO A LENGTH OF 8
INCHES, AS NECESSARY. CONTRACTOR SHALL NOT REMOVE LATERAL
ROOTS FROM REMAINING PRIMARY ROOT SYSTEM.
·SEEDLINGS SHALL BE PLANTED ON A 12 FT BY 12 FT OR 8 FT BY 8 FT
GRID UNIFORMLY YIELDING 302 OR 600 SEEDLINGS PER ACRE
DEPENDING ON ZONE. SEEDLINGS SHALL BE PLANTED IN ZONES IN
ACCORDANCE WITH CONSTRUCTION DRAWINGS.
·SHALL BE PLANTED IN A HOLE MADE WITH A TREE PLANTING BAR,
DIBBLE, MATTOCK, OR OTHER APPROPRIATE TOOL. THE HOLE SHALL
BE LARGE ENOUGH TO ACCOMMODATE THE ENTIRE ROOT SYSTEM.
EACH SEEDLING SHALL BE PLANTED AT THE SAME DEPTH AS IT GREW
IN THE NURSERY. EACH SEEDLING SHALL BE GIVEN A LIGHT TUG TO
ENSURE PROPER PLANTING. ANY SEEDLING NOT SNUG MUST BE
RESET. SEEDLINGS SHALL BE KEPT MOIST UNTIL PLANTED.
SEEDLINGS THAT ARE TO BE PLANTED LATER IN THE DAY SHALL BE
KEPT IN THE BAG OR CONTAINER AND LEFT IN A COOL, MOIST, SHADY
AREA. SEEDLINGS SHALL BE STORED IN A COOLER THAT MAINTAINS A
TEMPERATURE BETWEEN 35 DEGREES AND 55 DEGREES FAHRENHEIT.
·SEEDLINGS MAY BE FIELD STORED IN A SHED, BARN OR DENSE SHADE
FOR UP TO 7 CALENDAR DAYS WHEN THE TEMPERATURE ADJACENT
TO THE SEEDLINGS CAN BE MAINTAINED FROM 30 DEGREES TO 60
DEGREES FAHRENHEIT THROUGHOUT THE FIELD STORAGE PERIOD.
·INSPECTION OF SEEDLING QUALITY BY THE NRCS SHALL BE
PERFORMED UNDER THIS CONTRACT PRIOR TO OR AT THE BEGINNING
OF THE PLANTING OF THE SEEDLINGS. THE NRCS SHALL BE GIVEN AT
LEAST ONE (1) WEEK NOTICE OF THE ANTICIPATED ARRIVAL OF
SEEDLINGS AND PLANTING CREW TO EACH SITE TO FACILITATE THE
COMPLETION OF THIS INSPECTION REQUIREMENT. INSPECTION OF
THE TREE PLANTING BY THE NRCS SHALL BE PERFORMED UNDER THIS
CONTRACT BY MEASURING SAMPLE PLOTS. IN THE EVENT A SAMPLE
PLOT FAILS TO MEET CONTRACT REQUIREMENTS, THE CONTRACTOR
WILL BE REQUIRED TO RE-WORK THE REPRESENTATIVE AREA PRIOR
TO RE-INSPECTION. THE RE-INSPECTION SAMPLE PLOT SHALL NOT BE
THE ORIGINAL SAMPLE PLOT.
ZONE 1 ZONE 1ZONE 2 ZONE 2
CL
CHANNEL SIDE SLOPES
BANKFULL
BENCH TO
LOD LINE
STREAM PLANTING ZONE PROFILE
(NTS.)
POLLINATOR
ZONE
EXTENDS 15
FT BEYOND
LOD
ZONE 3ZONE 3
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwgJDHWMSJDH-------ZONE 1 PLANTING PLAN
SEEDING MIX*
COMMON NAME SCIENTIFIC NAME PERCENTAGE
Deertongue, 'Tioga'Panicum clandestinum, 'Tioga'30.0%
Indiangrass, PA Ecotype Sorghastrum nutans, PA Ecotype 16.0%
Riverbank Wildrye, PA Ecotype Elymus riparius, PA Ecotype 15.0%
Big Bluestem, 'Niagara'Andropogon gerardii, 'Niagara'10.0%
Switchgrass, 'Carthage', NC Ecotype Panicum virgatum, 'Carthage', NC Ecotype 7.0%
Partridge Pea, PA Ecotype Chamaecrista fasciculata, PA Ecotype 3.0%
Blackeyed Susan, Coastal Plain NC Ecotype Rudbeckia hirta, Coastal Plain NC Ecotype 3.0%
Blue Vervain, PA Ecotype Verbena hastata, PA Ecotype 3.0%
Swamp Milkweed, PA Ecotype Asclepias incarnata, PA Ecotype 2.0%
Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 2.0%
Soft Rush Juncus effusus 2.0%
Path Rush, PA Ecotype Juncus tenuis, PA Ecotype 2.0%
Purplestem Aster, PA Ecotype Aster puniceus, PA Ecotype 1.5%
Boneset, PA Ecotype Eupatorium perfoliatum, PA Ecotype 1.0%
New York Ironweed, PA Ecotype Vernonia noveboracensis, PA Ecotype 0.8%
Flat Topped White Aster, PA Ecotype Aster umbellatus, PA Ecotype 0.5%
Joe Pye Weed, PA Ecotype Eupatorium fistulosum, PA Ecotype 0.5%
Wild Bergamot, Fort Indiantown Gap-PA Ecotype Monarda fistulosa, Fort Indiantown Gap-PA Ecotype 0.5%
Narrowleaf Mountainmint Pycnanthemum tenuifolium 0.2%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
LIVE STAKES**
COMMON NAME SCIENTIFIC NAME PERCENTAGE
Black Willow Salix nigra 50%
Silky Willow Salix sericea 50%
**LIVE STAKES SHALL BE PLANTED 3
ZONE 2 PLANTING PLAN
SEEDING MIX*
COMMON NAME SCIENTIFIC NAME PERCENTAGE
Deertongue, 'Tioga'Panicum clandestinum, 'Tioga'30.0%
Indiangrass, PA Ecotype Sorghastrum nutans, PA Ecotype 16.0%
Riverbank Wildrye, PA Ecotype Elymus riparius, PA Ecotype 15.0%
Big Bluestem, 'Niagara'Andropogon gerardii, 'Niagara'10.0%
Switchgrass, 'Carthage', NC Ecotype Panicum virgatum, 'Carthage', NC Ecotype 7.0%
Partridge Pea, PA Ecotype Chamaecrista fasciculata, PA Ecotype 3.0%
Blackeyed Susan, Coastal Plain NC Ecotype Rudbeckia hirta, Coastal Plain NC Ecotype 3.0%
Blue Vervain, PA Ecotype Verbena hastata, PA Ecotype 3.0%
Swamp Milkweed, PA Ecotype Asclepias incarnata, PA Ecotype 2.0%
Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 2.0%
Soft Rush Juncus effusus 2.0%
Path Rush, PA Ecotype Juncus tenuis, PA Ecotype 2.0%
Purplestem Aster, PA Ecotype Aster puniceus, PA Ecotype 1.5%
Boneset, PA Ecotype Eupatorium perfoliatum, PA Ecotype 1.0%
New York Ironweed, PA Ecotype Vernonia noveboracensis, PA Ecotype 0.8%
Flat Topped White Aster, PA Ecotype Aster umbellatus, PA Ecotype 0.5%
Joe Pye Weed, PA Ecotype Eupatorium fistulosum, PA Ecotype 0.5%
Wild Bergamot, Fort Indiantown Gap-PA Ecotype Monarda fistulosa, Fort Indiantown Gap-PA Ecotype 0.5%
Narrowleaf Mountainmint Pycnanthemum tenuifolium 0.2%
*SEED AT 25 LBS (PLS) TO ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
TREE SEEDLINGS**
COMMON NAME SCIENTIFIC NAME PERCENTAGE
Oaks Quercus ***30%
River Birch Betula nigra 10%
American Sycamore Platanus occidentalis 20%
Red Maple Acer rubrum 10%
Beech Fagus grandifolia 10%
Elderberry Sambucus canadensis 5%
Ninebark Physocarpus opulifolius 5%
Silky Dogwood Cornus amomum 5%
Silky Willow Salix serecea 5%
**TREE STOCKING RATE SHALL BE 680 STEMS PER ACRE
***SEE CONSTRUCTION SPEC FOR APPROVED OAK SPECIES
SHRUBS
COMMON NAME SCIENTIFIC NAME Number
Elderberry Sambucus canadensis 20
Button Bush Cephalanthus occidentalis 20
Sweetspire Itea virginica 20
Ninebark Physocarpus opulifolius 20
Paw Paw Asimina triloba 20
Persimmon Diospryos virginiana 20
CONTRACTOR SHALL DISTRIBUTE A MINIMUM OF 20 SEEDLINGS THROUGHOUT ZONE 2 OF EACH SHRUB SPECIES
ZONE 3 PLANTING PLAN
SEEDING MIX*
COMMON NAME SCIENTIFIC NAME PERCENTAGE
Little Bluestem, 'Camper'Schizachyrium scoparium, 'Camper'38.0%
Virginia Wildrye, PA Ecotype Elymus virginicus, PA Ecotype 10.0%
Bachelor's Button Tall Mixed/Cornflower Centaurea cyanus, Tall Mixed 6.0%
Rocket Larkspur Delphinium ajacis 5.0%
Purple Coneflower Echinacea purpurea 5.0%
Bigleaf Lupine Lupinus polyphyllus 5.0%
Shasta Daisy Chrysanthemum maximum 4.0%
Lanceleaf Coreopsis Coreopsis lanceolata 4.0%
Blackeyed Susan, Coastal Plain NC Ecotype Rudbeckia hirta, Coastal Plain NC Ecotype 4.0%
Tall White Beardtongue, PA Ecotype Penstemon digitalis, PA Ecotype 2.4%
Sweetwilliam Dianthus barbatus 2.0%
Mistflower, VA Ecotype Eupatorium coelestinum, VA Ecotype 2.0%
Marsh Blazing Star, PA Ecotype Liatris spicata, PA Ecotype 2.0%
Swamp Milkweed, PA Ecotype Asclepias incarnata, PA Ecotype 1.2%
Butterfly Milkweed Asclepias tuberosa 1.2%
Smooth Blue Aster, NY Ecotype Aster laevis, NY Ecotype 1.0%
New England Aster, PA Ecotype Aster novae-angliae, PA Ecotype 1.0%
Plains Coreopsis Coreopsis tinctoria 1.0%
Rattlesnake Master, OH Ecotype Eryngium yuccifolium, OH Ecotype 1.0%
Poppy, Corn, Red Papaver rhoeas, Red 1.0%
Narrowleaf Mountainmint Pycnanthemum tenuifolium 0.7%
Blue False Indigo, Southern WV Ecotype Baptisia australis, Southern WV Ecotype 0.5%
Wild Bergamot Monarda fistulosa 0.4%
Ohio Spiderwort, PA Ecotype Tradescantia ohiensis, PA Ecotype 0.4%
Golden Alexanders, PA Ecotype Zizia aurea, PA Ecotype 0.4%
Oxeye Sunflower, PA Ecotype Heliopsis helianthoides, PA Ecotype 0.3%
Tall Coreopsis, PA Ecotype Coreopsis tripteris, PA Ecotype 0.2%
Common Milkweed Asclepias syriaca 0.1%
Hairy Beardtongue Penstemon hirsutus 0.1%
Orange Coneflower, Northern VA Ecotype Rudbeckia fulgida var. fulgida, Northern VA Ecotype 0.1%
*SEED AT 7 LBS TO ACRE
NURSE CROP SEED *
AUG. 15 - APR 15
COMMON NAME SCIENTIFIC NAME RATE
Wheat Triticum aestivum 40 LBS
APR 15 - AUG 15
COMMON NAME SCIENTIFIC NAME RATE
Browntop millet Urochloa ramosa 60 LBS
*If needed for erosion and sediment control
G:\2019\4519027\09-Construction Drawings\09A - Working Drawings\4519027_60%.dwg, 5/27/2020 5:19:46 PM, _AutoCAD PDF (General Documentation).pc3