20170777 Ver 1_Riparian Buffer Authorization_20170623

96�1RK
Consultin
To
NCDEQ
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
PLLC
TRANSMITTAL LETTER
DATE: PROJECT NO.
June 22, 2017 16022
ATTENTION:
Ms. Karen Higgins
SUBJECT:
Washington Retail
Buffer Authorization 2 0 1 0 7 7 7
City of Washington, North Carolina
WE ARE SENDING YOU:
® Attached ❑ Under Separate Cover Via: [Type text here] the following items:
❑ Copy of Letter 0 Plans ❑ Specifications ❑ Other:
❑ Shop Drawings ❑ Prints ® Permits
❑ Change Order ❑ Reproducible ❑ Samples
COPIES
DATE
DWG. #
DESCRIPTION
DWR — Riparian Buffer Authorization Form
3
6/16/17
Approved as Submitted
❑
Submit copies for approval
❑
For Your Use
❑
1111UHIUSULK W119 -SO
3
6/161/17
D-1086
Washington Retail Construction Plans
----LJ I 3 204
t'Nt
❑
Returned for Corrections
-
Return corrected prints
®
For Review & Comment
THESE ITEMS ARE TRANSMITTED AS CHECKED BELOW:
❑
For Approval
❑
Approved as Submitted
❑
Submit copies for approval
❑
For Your Use
❑
Approved as Noted
❑
Submit copies for distribution
❑
As Requested
❑
Returned for Corrections
❑
Return corrected prints
®
For Review & Comment
❑
Disapproved
❑
Other:
COMMENTS:
Ms. Higgins,
Enclosed for review please find three sets of the subject Riparian Buffer Authorization Form along with three sets of the subject
construction plans. Please contact me a call with any questions.
COPY TO:
B KCE41v T. O'Ka le/
Signature

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b),.0243 (8)(b),.0250 (11)(b), .0259 (8)(b),.0267 (11)(c),.0607 (e)(2) — Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project:
Washington Retail
1 b. County:
Beaufort
1c. Nearest municipality:
City of Washington
1d. Subdivision name:
N/A
1e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
® Yes
❑ No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Owner Information
2a. Name on Recorded Deed:
Fisher Properties of Washington NC, LLC
2b. Deed Book and Page No.
DB 1605, PG 506
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
See Attached Map
2d. Responsible Party
(for Corporations):
Sandra Warren
2e. Street address:
103 Goose Creek Dr.
2f. City, state, zip:
Washington, NC 27889
2g. Telephone no.:
252-531-1480
2h. Fax no.:
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
3b. Name:
❑ Agent ® Other, specify: Developer
Same as Owner
3c. Business name
(if applicable):
JUN2 3 2017
3d. Street address:
3e. City, state, zip:
_ A ERR S U
3f. Telephone no.:
401
3g. Fax no.:
3h. Email address:
FORM: BA 10-2013 Page 1 of 5

INTERNAL DRAFT- NOT FOR PUBLIC USE
Section A. Applicant Information, continued
4. Agent/Consultant Information (if applicable)
4a. Name:
Brian T. O'Kane, PE
4b. Business name
(if applicable):
Ark Consulting Group, PLLC
4c. Street address:
3280 Charles Blvd. I Suite B
4d. City, state, zip:
Greenville, NC 27858
4e. Telephone no.:
252.558.0888
4f. Fax no.:
252.565.8839
4g. Email address:
[e-mail]
FORM: SSGP3080 8-13 Page 2 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: 35°33'51.96"N Longitude: 77°04'11.34"W
1c. Property size: 1.41 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Cherry Run
2b. Water Quality Classification of nearest receiving
water:
C;Sw:NSW
2c. River basin:
Tar / Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Property is currently vacant cleared land.
3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
345 LF
3e. Explain the purpose of the proposed project:
The proposed project installs new water services and a new stormwater pipe from a proposed parking lot to a
proposed bioretention area in order to convey runoff from the parking lot to the stormwater device and meet the
City of Washington and NCDEQ Stormwater Requirements for the site.
3f. Describe the overall project in detail, including the type of equipment to be used:
See attached project narrative.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 3 of 5

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The design utilizes the existing drainage alignment and the maintenance corridor.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. The construction corridor is minimized and the area will be returned to pre-existing conditions.
1. Buffer Impacts
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
1a. Project is in which protected
basin?
❑ Neuse
❑ Randleman
® Tar -Pamlico ❑ Catawba
❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact
number — impact (exempt, allowable,
Permanent(P)allowable w/
or Temporary
T
Stream name Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
61 ❑ P ® T Pipe Installation
Allowable
Unnamed Trib. ❑ Yes ® No
to Cherry Run
0
2,855
B2 ❑ P ❑ T
❑ Yes ❑ No
Total buffer mitigation
required:
B3 ❑ P ❑ T
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
0
2,855
1c. Comments: Area shall be restored topre-existing conditions.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The design utilizes the existing drainage alignment and the maintenance corridor.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. The construction corridor is minimized and the area will be returned to pre-existing conditions.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
s uare feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑Yes ® No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 4 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground Impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federallstate) land?
Manual and attach a BMP Supplement Form.
11b.
F.
Supplementary Information
1,
Environmental Documentation
1a.
Does the project involve an expenditure of public (federallstate/local) funds or the use
❑ Yes ® No
of public (federallstate) land?
11b.
If you answered "yes° to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (if so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H.0500), Isolated Wetland
❑ Yes ® No
Rhes (16A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B.0200)? '
2b. 1s this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Applicant/Agents Printed Name Appiicant/AgenVs Signature Date
(Agents signsture Is valid only N an suftrizallon letter from the appkxnl Is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
by First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
For all other projects sent by First Class Mail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
For government transportation projects sent
by delivery service (UPS, Fed9k, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For ail other projects sent by delivery service
(UPa FedEx, etc.):
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
FORM: SSGP3080 8-13 Page 5 of 5

Riparian Buffer Authorization Form
Form: BA 10-2013
Section B. Project Information and Prior Project History
2. Surface Waters
3f. Describe the overall project in detail, including the type of equipment to be used.
This project consists of the installation of a new RCP stormwater outfall pipe for the property in
which a new commercial development is proposed. The developer intends to construct a new
building and associated parking lot on the property. This project requires a stormwater outfall
be installed to convey runoff from a newly constructed stormwater bioretention area that is
proposed with the development to a roadside ditch along Whispering Pines Road. Stormwater
runoff from the development will be treated and attenuated in conformance with the City of
Washington Stormwater Ordinance and the Tar/Pamlico Nutrient Management Strategy.
Furthermore, the project will attenuate runoff from the 1 -year, 24 hour storm event as
required by the City of Washington Stormwater Ordinance.
Prior to beginning construction on the property, temporary silt fence shall be installed on the
project area as shown on the construction drawings. The proposed outfall pipe will be installed
with the construction of the new stormwater management device. Hydraulic excavators will be
used to perform the work, along with rubber tired front end loaders to deliver the new pipe to
the work zone. The pipe will be backfilled with native material and the area will be graded and
permanently seeded and mulched to stabilize disturbed areas. All disturbed areas within the
Riparian Buffer will be stabilized prior to the removal of the erosion control measures.

Project Mgr.: BTOJ Project No.: 16022 ARK Nc License: P-1199 SITE LOCATION PLAN EXHIBIT
Drawn By: BTO Sale: wA ;,up PLl1 WASHINGTON RETAIL
Checked By: BCF Date: 06/07/2017Engineers & Planners A-1
3280 Charles Blvd. I Ste. B I Greenville, NC 2785815TH STREET AND WHISPERING PINES
Washington, Beaufort County, North Carolina

USDA United States
Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
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
Beaufort County,
North Carolina
September 23, 2016

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.nres.usda.gov/wps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http://
offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_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 alternative means
2

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.

Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Beaufort County, North Carolina.....................................................................12
AaA—Altavista fine sandy loam, 0 to 2 percent slopes...............................12
At—Augusta fine sandy loam......................................................................13
References............................................................................................................15
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
scientists classified and named the soils in the survey area, they compared the
5

Custom Soil Resource Report
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
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.
2

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.
7

35° 33' 54" N
35° 33' 4B" N
Custom Soil Resource Report
Soil Map a
to
a a
312360 312390 312400 312420 312440 312460 312480
3 3
4.
M
Map Sole: 1:888 if pinned on A porhak (BS' x 11) sheet <
� N McmS �
0 10 20 40 60
A0 40 80 160 240
Map projection: Web MeraMr Camwordinates: WGS84 Edge tics: UN Zone 18N WGS84
8
35° 33' 54" N
35° 33 48" N

Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
IJ
Area of Interest (AOI)
O
Y Ston Spot
Soils
®
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
..
Soil Map Unit Lines
�
Other
misunderstanding of the detail of mapping and accuracy of soil line
0
Soil Map Unit Points
placement. The maps do not show the small areas of contrasting
.-
Special Line Features
soils that could have been shown at a more detailed scale.
Special
Point Features
V
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
Borrow Pit
measurements.
Transportation
X
Clay Spot
+44
Rails
Source of Map: Natural Resources Conservation Service
Closed Depression
Interstate Highways
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
I,/
Gravel Pit
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Gravelly Spot
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Landfill
Local Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Lava Flow
Background
Albers equal-area conic projection, should be used if more accurate
Marsh or swamp
.
Aerial Photography
calculations of distance or area are required.
:.
Mine or Quarry
This product is generated from the USDA-NRCS certified data as of
C
Miscellaneous Water
the version date(s) listed below.
Q
Perennial Water
Soil Survey Area: Beaufort County, North Carolina
Rock Outcrop
Survey Area Data: Version 17, Sep 29, 2015
+
Saline Spot
Soil map units are labeled (as space allows) for map scales 1:50,000
Sandy Spot
or larger.
Severely Eroded Spot
Date(s) aerial images were photographed: May 9, 2010—Sep 10,
Sinkhole
2010
~
Slide or Slip
The orthophoto or other base map on which the soil lines were
gra+
Sodic Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting

Custom Soil Resource Report
Map Unit Legend
Beaufort County, North Carolina (NC013)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista fine sandy loam, 0 to 2 0.3 17.1%
percent slopes
At Augusta fine sandy loam 1.3 82.9%
Totals for Area of Interest 1.6 100.0%
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 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.
10

Custom Soil Resource Report
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.
11

Custom Soil Resource Report
Beaufort County, North Carolina
AaA—Altavista fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 3r20
Elevation: 0 to 20 feet
Mean annual precipitation: 42 to 58 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period. 190 to 270 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Altavista and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Altavista
Setting
Landform: Marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across -slope shape: Linear
Parent material. Sandy and loamy fluviomarine deposits and/or marine deposits
Typical profile
Ap - 0 to 12 inches: fine sandy loam
BE - 12 to 15 inches: sandy clay loam
Bt - 15 to 35 inches: sandy clay loam
BC - 35 to 42 inches: sandy loam
Cg - 42 to 80 inches: coarse sandy loam
Properties and qualities
Slope: 0 to 2 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 18 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Tomotley, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, depressions on stream terraces
12

Custom Soil Resource Report
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
At—Augusta fine sandy loam
Map Unit Setting
National map unit symbol: 3r23
Elevation: 0 to 30 feet
Mean annual precipitation: 42 to 58 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 190 to 270 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Augusta, drained, and similar soils: 80 percent
Augusta, undrained, and similar soils: 5 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Augusta, Drained
Setting
Landform: Depressions on marine terraces, flats on marine terraces
Down-slope shape: Linear
Across -slope shape: Linear
Parent material. Sandy and loamy fluviomarine deposits and/or marine deposits
Typical profile
Ap - 0 to 5 inches: fine sandy loam
Bt - 5 to 23 inches: loam
BCg - 23 to 31 inches: sandy loam
Cg - 31 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very high
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 12 to 24 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
13

Custom Soil Resource Report
Description of Augusta, Undrained
Setting
Landform: Depressions on marine terraces, flats on marine terraces
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits
Typical profile
A - 0 to 5 inches: fine sandy loam
Bt - 5 to 23 inches: loam
BCg - 23 to 31 inches: sandy loam
Cg - 31 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very high
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 12 to 24 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Tomotley, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, depressions on stream terraces
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Tetotu m
Percent of map unit: 3 percent
Landform: Flats on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
14

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.nres.usda.gov/wps/portal/nres/
detail/national/soils/?cid=nres 142p2_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.nres.usda.gov/wps/portal/
nres/detail/national/soils/?cid=nres 142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/
portal/n res/detail/national/soils/?cid=nres 142p2_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.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb 1043084
15

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres 142p2_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.n res.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres 142p2_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/lnternet/FSE—DOCUMENTS/nrcsl42p2—O52290.pdf
16

1 2 3
4 1 5 1 6 1 7
18 9
1011
12 1 13
14 1
15
16
A
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0'4 \ \ \ \ b
SR 1306 - WEST 15th STREET EXT. \ \ \ \
Btl PUBLIC R/W-fitl BIB
Site Data
TOTAL ACREAGE IN SITE:
TM MAP
3.409'AG (fi1,3575q.Ft.)
56011982 00
a
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C
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O
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CURRENTZONING:
82
L
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AREA:"
T
(BUSINESS)
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BUILDING OGROSS
COVERAGE:
0%IXST.,14.34%PROPOSED $`0a
NC
w.LS-r. Exr
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TOTAL NO. OF PARKING SPACES REQUIRED:
TOTAL NO.
PROPOSED
29'-8'(I STORY) to
33 SPACES DNCL 2 HC)
UNrpER
SITE
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DISTURBED ACREAGE:
REFERENCES:
1.05 AC. 2
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Bufferyard Notes:
1
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t
1. SITE DATA: LAND AREA FOR VEGETATION REQUIREMENTS:
"A"
1 1
HAI CIAVB
a N
H N
E
1.409 ACRES (LAND USE CLASS III) BUFFERYARD
General Notes:
x\ R
, ,, SPol ELEYA)!ON
o €
A. REQUIRED VEGETATION FOR LOT:
1. CONTACT NORTH CAROLINA ONElALL CENTER, INC. INC ONE -CALL) AT Bll
GenR,D EtET%NO5'
x PG 22_00
E ply 4
Ex
LARGE TREES: N/A
SMALL TREES: N/A
TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR
TRENCHING.
\
1 \
_ M4 °` pgfl
XBC-=
10 /r
A
SHRUBS: N/A
1
�I 1
-As%AL)
KTA 3x_0
0
N G
d�
OK
2. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF
\
�
TC
N
B. REQUIRE DSTREET VEGE.63'=6 BUFFERYARD SHRUBS PER 100 LINEAR FEET
WASHINGTON ZONING ORDINANCE, THE CRY OF WASHINGTON MANUAL OF
STANDARD DESIGNS AND DETAILS (MSDO), AND THE CITY OF WASHINGTON
1 1
x
=Y
WEST ISSN. EXT: SROA'=62.67'z 5
WHISPERING PINES ROAD:152.67'=33SHRUBS
WILIASTEWATER SYSTEM EXTENTIES MANUAL FOR THE
SIONS.AND CONSTRUCTION OF WATER AND
-�w�T
C M
ZZ LN
CORNER: 58.ST=12 SHRUBS
US HWY 17 BYPASS: 183.66'=37'SHRUBS
LARGE TIIEES: N/A
3. CON TRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE DIVISION
40 HOURS PRIOR TO MAKING CONNECnONS TO EXISTING STORM DRAINS
O C r >€
Zai", N S
D
LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RIGHT-OF-WAY.
N N
D C
C. REQUIRED SCREENING VEGETATION: NONE
4. THIS PROPERTY IS LOCATED WITHIN A AREA OF 0.2% ANNUAL CHANCE OF
c4
OY LO SIG
VV
D. REQUIRED VEGETATION LOCATED IN EASEMENTS: NONE
FLOOD HAZRD AS DETERMINED FROM FIRM MAP NUMBER 37205676061
Sheetlndex
N 25
2,
114TED Sn5N3.
�I
A. MINIMUM PLANT SIZES SHALL BE AS FOLLOWS:
S. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
Sheet No. C-1
Site& Landscaping Plan
PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE
6. REFER TO ARCHITECTURAL PNS F
LAOR BUILDING DIMENSIONS.
Sheet No. C-2
Demolition & Erosion Control Plan
1. URGE TREE - SINGLE STEM 10'(HEIGHT)AND 2"DUPER
MULT45TEM 10' (HEIGHT)
]. REFER TO M.E.P. PIANS FOR COORDINATION OF BUILDING UTl1TY5ERVICES.
e. THIS PROJECT D MORE N j STOUN
Sheet No. C-3
Sheet No. C-4
Utility Plan
i
Grading 8. Drainage Plan
'1'/--1 C)
C
2. SMALL TREE B'(HEIGHT) AND 1.5"DUPER
SEDIM CONACRE.
SEDIMENTATION
AND EROSION &SEDIMENTATIONCONTAOLPLANAPPROVALSAREREQUIRED.
APPROVALSMANAGEMENTERQUIRE
9. CITY OF WASHINGTON AND NCDOT DRIVEWAY PERM IT APPROVAL IS
REQUIRED FOR THIS PROJECT.
Sheet NO.C-S
Sheet No. C-6
Pond Details
Erosion Control Details
O F
C V�
3. SHRUB IB' (HEIGHT)
30. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE
Sheet No. C-7
Details
W
SERVICE.
Sheet No. C -g
Details
~
B. SITE PUN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED
11. ALL DIMENAONSARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
A.
Vegetation Legend:
ASAPPROVAL OF ALL ENCROACHMENTS, AS SHOWN. ON THIS PLAN. (SEE NOTE ON ITEM
I.D.)
12, SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS.
13. UNDERGROUND UTILITIES PLOTTED IN PART
Survey
1 Sheet
t)
C. THE FOLLOWING VEGETATION MATERIALS, M
UFIELD LOCATION
FROM ARM O
GRD
OF ALISTEDBYCOMMONNAME,SNALL OF BOVEGROUNOFEATURES AND INPART FROM MAPS ONRECORD.
(Gary S. Miller and
Associates, P.A.Surveyor)
B I PROPOSED EVERGREEN SHRUB(S)
CONSTITUTE NOT MORE THAN TWENTY-FIVE(25) PERCENT OF THE TOTAL REQUIREMENT
FOR THE SPECIFIC CATEGORY:
ACTUAL LOCATIONS MAY VARY. SURVEYOR AND ENGINEER CANNOT PROVIDE
ACCURACY OF INFORMATION TAKEN FROM RECORD DATA. OTHER UTILITIES
MAY EXIST. CONTRACTOR SHOULD CONTACT ONE
20 0
10 20
Yt
A. LARGE TREE CATEGORY: RIVER BIRCH
NORTH CAROLINA -CALL
CENTER INC ONE-CALL)AT 1-800-632-4949 TO HAVE UNDERGROUND
UTILIT ES LOCATED PRIOR TO EXCAVATING OR TRENCHING,
Survey Note:
SCALE I inch=
20 R
B
o
Parking Requirements:
B.SMALL TREE CATEGORY: BRADFORD
BRADFORD PEAR
PEAR
14. THE ENGINEER MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ME
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED
r
=
CAPITOL PEAR
COMPRISED OF ALL SUCH Un UTIES IN THE AREA OF SURVEY EITHER,1N
SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT
BY GARY S. MILLER AND ASSOCIATES, P.A, ASS ON DRAWING ENTTTLED
SITE SL LANDSCAPING PLAN
8
PARKING REQUIRED:
CLEVELAND SELECT PEM
THAT THE UNDERGROUND UnUTIES SHOWN ARE IN THE EXACT LOCATION
DOES
BOUNDARY AND TOPOGRAPHICAL SURVEY FOR WASHINGTON RETAIL CENTER,
DATED S EPTEMBER 19, 2016, ATTACHED TO THIS DRAWING
6
RETAIL SALES/$HOPPING CENTERS
PROPOSED RETAIL 6.6005F�1SPACE/NOSE
33 SPACES
C. EVERGREEN SHRUB CATEGORY: RED TIP PHOTINIA
D. NO LARGE TREES TO BE PUNTED WITHIN SANITARY SEWER, WATERLINE OR ELECTRIC
INDICATED. THE ENGINEER HEREBY CERTIFY THAT ALL UTILITIES ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
ENGINEER HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY
UTILITIES.
SET FOR REFERENCE.
,,
'"
�� NO LIu,n': Pl1W............
!
IFRAHr Dalt. OB_T4-T7
RYA4larlt
A
EASEMENTS.
UNDERGROUND
Owner /Developer
,HACODSUIt1O
7'-'[ g Group, PLL[
{J� g
TOTAL REQUIRED PARKING:
33 SPACES
E. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS
WASHINGTON,
FISHERPROPERTIESREEK
NC, LLC
EnpneBB 8 Plannefs
= : Q L. S
Q • SEAL G
L T
A E
REQUIRED HANDICAP PARKING
25PACE5
IN ACCORDANCE WITH STATE BUILDING CODE.
103 GOOSE CREEK DN.
DR.
WASHINGTON, NC 27989
3280 ChaHes Blvd. I $0ih B
G -Ville, NC 27858
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Provisions``
1. NO PERSON MAY INITIATE LAND DISTURBING ACTIVITY BEFORE NOTIFYING
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�RL[Y
THE
NCDEQ EROSION CONTROL INSPECTOR AND THE ENGINEER OF THE DATE THAT THE
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LANDDISTURBING ACTIVITY WILL BEGIN.
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2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
W
PM / 15088!77
/ I EX SA I
EROSION CONTROL MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE
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NOTE:
ACL3oXPOW MATERIAL MOST BE OBTAINEDFROMASITE WITH AN
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INSPECTED AND APPROVED BY THE NCDEQ INSPECTOR AND THE ENGINEER.
3. SCHEDUUNG OF A PRE -CONSTRUCTION CONFERENCE WITH THE EROSIONCONTROL
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ACTIVE
EXPORTED
EROSION CONTROL PERMIT. ALL WASTE MATERIAL MUST BE
TO A SITE WITH AN ACTIVE EROSION CONTROL PERMIT.
1 ) I
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INSPECTOR IS REQUIRED PRIOR TO INITIATINGLANDDISTURBING ACTIVITIES. 2,J
HOUR NOTICE IS REQUIRED.
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1. INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS, DROP INLETS,
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AND YARD INLETS.
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S. PROVIDE 20'X50'%6'STONE CONSTRURION ENTRANCES AS SHOWN ON PLAN.
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6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES
6.1 all
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SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF
= N
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COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES
N
Demolition Notes:
Erosion Control General Notes
Construction Sequence:
STEEPER THAN 3:1. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
t Z
Permanent Seeding
Schedule:
7. CONTRACTOR SHALL INSPERAND MAINTAIN ASNEEDED ALL EROSION CONTROL
1
1. CONTACTOR SIUII CONTACT NORTH CMWNA ONE-ri4L CENTER INC BIIIBY DIALING 821 OR
LAND
1. IN THE EVENTOACONFUCT BETWEENTHEREQVIREMENROTHESEDIMENTATION POLLUTION CONTROL ACT,
THESUB TED PIAN AND/OII INECONTMCTSPECIFIUlIONS, ME MORE RESTRICTIVE REQUIREMENT
THE PROJECT CONSISTS OF CONSTRUCTING AN COMMERCIAL BUILDING WITH SEED BED PREPARATION
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
Z O N
N EUAST RGRO8NOURSINA
D AND OR MNCHIN6. GING
MD RAVE ALL UNDERGROUND IITILmES TOUTED PRIOR TO EKCAVATING OR TRENCHING.
SHALL
PIEVAR.
pS50Og1ED PARKING LOT IMPROVEMENTS STORM DRAINAGE AND UTILITY
SERVICES. ��
-2 TONS PER ACRE
PAU EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN
M
1. INSTALLATION DEIEMPORAPY 51sT FENCE
FERTILIZER (102Q2D)
-500 POUNDS PER ACRE
AS
A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
D C
i. THECONTMCTORIS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE DEPOSITS REQUIRED FOR
DEMWTgN WDIIL.
2. THELASIDIMNTATIONNNGACTIVm SHALL BE CONDUCTED IHACCORWNCE WITH THEAPPPONOEROSIONAND
AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
B. THE ENGINEER RESERVES THE RIGHT
Q
QY N
3. THECONTMMR SHALL INDEMNIFY AND HOLD HARMLESS ME OV/NER AND/OP ENGINEER FOR ANY
MNDALL IMUMESAND/ORDAMAGESTOPERSONNELEQUIPMEWAND/MEKBTINGFACILMBIN
SEDIMENTATOx CONTROL PLAN.
3. THE LATEST APPROVED EROSION AND SEDIMENTATION COMM PLAN WILL BE USED DURING PERIODIC
2. CONSmUCTIOx OSFDIMENTSKIMMER BASIN
SEEDING MIXTURE:
(JANUARY 1-MARCH31)
COMMON BERMUDA GRASS(UNHULLED)
- 20 POUNDS PER ACRE
TO REQUIRE ADDITIONAL CONTROL
MEASURES SHOULD THE PUN OR ITS IMPLEMENTATION PROVE O IO
BE
INADEQUATE.
V
THE DEMOlf110N AND CONSIPUCTIOx DESCRIBED IN THE %AHS AND WECIFKATIONS.
UMNNOUNCEDINSPECTIONSTO DETERMINECOMPUANCEANDACOPYOFTHE PLAN MUSTBEON 11. ATME
NOB SITE. IF RIS DETERMINED THAT THE IMPLEMENTED PLAN IS INADEQUATE THE ENGINEER MAY REQUIRE THE
3. IMPORr Df FSITE Flu
RYE (GRAIN)
- 25 POUNDS PER ACRE
9. ACCEPTANCE AND APPROVAL OF THIS PIAN 15 CONDITIONED UPON YOUR
12
4. EMSTINGCMDRKINSMMNCTEDONUESEPWSMEGENEMLMDILLUS WINMWRE
INSTALUTIOLOFAOOIIOLMMEASURESAND/MWTTIEPLANBERENSEDTOCOAPLYMTMS,AUE .
4. SITE STORM pWMGE INSTALLATION
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATION AND
ANDDOHOTINCLUMMECHMICALEUMTR LANOMMEIIMNEOUSSTRUCTURES.msTE
RESFONSIBNTYOTMECOMMCTORM0INETHESREANOBEfAMILNMW"U-NG
CNCOUNTERDWRTGEXAMION IN THIS MAN
A. IN ORDER TO COMPLY WITXTHEINTENT OF ME ACT, ME SCHEDULING OF THELAx6Dl5TURBING ACTIVITIES
TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND ME TIME BETWEEN TME LAND DISTURBANCE AND ME
5. INSTALLATION OF ROCK INLET SEUMFNT TAPS
IAPRILI - JULY 31)
COMMON BERMUDAGRASS(HULLED)
WEEPING LOVEGRASS
- 15 POUNDS PER ACRE
-5 POUNDS PER ACRE
RULES. IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO
APPLY TO THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT
VPN
ENCOUNTERED ARE IIGNI0NWO1lKFFE
TION ARE DIFFERENT MAN (HOSE SHOWN, THE
NO THOSE SHOW,T
PROVIDING OF A GROUND COVER M MINIMRED.
6. BUILDING PAID INSTALLATION
CENTIPEDE
-BPOUNDS PER ACRE
SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
INIMEICANIIY
C CON1MCT011 SHALL xOTFY THE ENGINEER BIMEDIATFLY.
SHALL NOTIFY ME
S. UNLESS ATEMPORARY, MANUFACTURED, LINING MATERIA HAS BEEN SPECIFIED, ACIEM STRAW MULCH MUST
T. UnIm RELOCATION AND INSTALLATION
30. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS
O 0
LLBEMWE BY TNLC
S. AgAUM
BEAPPLTHESEEDMAREMMTEOZETTHERACaD,
(AUGUST I -DECEMBER 31)
ALONGWATERCOURSES IN THE ND TAR RIVER ARE
C
W�
RMDWTEMppENDIN LAACTORANDDSMDOIN
ARNIPIRQUIREDWASTESm AVIDIN MCOIWNCE WITH ALL LOULAND SPATE CODES AND
11SLf WITH ANEDARFAS.THF RINGMTEIAL.O CIFASi
TACM:D, WITH ANACCEPTABLE WRING MATERIAL. OR CRIMPED
B. BUILDING CONSTRUCTION
COMMON BERMUDAGRASS (UNNULLED) -20 POUNDS PER URE
ATTREUSE
RESOURES(DWASINS.THESERQUE
ENFORCED BYTHEDIVLSNONOF OUSE
pFPMrt REQUIREMENTS.
CE,HESEEDEDARFAAFTEpRBEmIEP
IN PLACE.
TALL FESCUE
-60 POUNDS PER ACRE
ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO THE REGIONAL
RULES TO YOU(DWR). TTOTH REGIONAL
6. GETBURNINGO CLEAREDMATERIALRO MELOCAL AUTIORNOTBE ALLOWED UNLESS CONTMCTOP
SHALL
GETS AUTHORIZATION M AURA
OVER
6. NEWMUST E PROVIDED WIMA SLOPES COVER SLA CI ANGLE THAANNER RETAINED B
M BE PROVIOEMP IT RESTIIG N
9. CURB B GNTTER INSTALLATION
RYE (GRAIN)
- 25 POUNDS PER ACRE
WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE AT (252) 9066681.
Ri
MATER)
A MAXIMUM
MGROUNDPHME (RMGH OR FN
NMR NGI(N NUWITHINRn MgKIM6 AMI
ROUGHOPFWM)OFGMDING (ANNUMRVIDING
]0. PLACEMENT OF STONE BASE IN pMKING LOT
SEED BED %IOTELTON:
R IF FOUND
T. ASBESTOS OR MAUPDOUS MATENALS, IFFWNDON SITE, SHALL BE AEMONDBVALICENSED
E, SHAH
HAZARDOUS WS CONTRACTOR.COMMCrOp SHALL NOTIFY OWNER IMMEDIATELY IF
FNOTIN
THEAPPROVEO SEEDING
ME
EAPPROVEDSOCNG SPETIONOMYPOR IS
IUTIONS xOP(SRM ACCEPTABLE SUBSTITUTE TOP THE PROVIDING OTA
TEMMNARYGROUND COVER).
Il. FINE GRADING PARKING LOT
STRAW MULCH
ASPHALTTACK
-2TON5 PER ACRE (VISUAL)
- 0.03 GALLONS PER SQUARE YARD
V
MATER
HAURWOS1MTEflwSAPE ENCOUNTERED.
CTORS—PROTECTALICOMER%NS, MONUMENTS, PROPERTY COMERS, AND
8, CONTRACTORS— RN
VER).
7. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING
13. REMOVE SEDIMENT SKIMMED BASIN
2D 0 1O 20
B BENCHMARKS WRING DEMOLITION ACTIVITMS. IF DeTUMED, CONTRACTOR SHALL HAVE DBTURBED
ITEMS RESIT A LICENSED SURVEYOR AT
DRAINAGE WAYS'
13. BIORMNITION CELL CONSTRUCTION
Q
BY NO ADDITIONAL COST TO TME OWNER
9. CONTRACTOR SHALL ADHERE TO ALL LOCAL STATE, FEDERAL, AND OSHA REGULATIONS WHENDIRECTEDBYENGINEER.
8. PROVIDE EROSION CONTROL MEASURES MOUND STOOK/WASTE%IES AND STAGING AREAS AS NEEDED OR AS
14, PLACEMENT OF CONCRETE B ASPHALT/STAIPING
SCALE 1 inch= 20 R
B
OPERATING DEMOLITION EQUIPMENT MOUND UTUTTES.
15, UNOSCA%xG, SEEDING A MULCHING
tl
10. ME NCO STAN IOP, AND AND REWIRED LOCAL CONTROL MEASURES IKI ACCORDANCE WITN
TME NCDOT S,MMflDS, AND AS REOUIPED BY LOCAL AGENCIES WHEN WORKING IN MD/OP ALONG
9. STO,ECHEORM%PE INLETS FROM ASFROM WIDDISTURNNG ACTMiIES WITH SRT FENCE.
STONE CHECK DAM, OSABC FILTER AS APPROPRIATE FOP SITE CONDITIONS.
DEMOLITION AND
STREETS, ROADS, HIGHWASS,ETC. RSHAl1 BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN
M-ANDCOORDINATE VAMTHE LIXAIMD/OI STATE AGENCIES NEED,
10. ERMMCON MMFASURESSMALLNOTBF%ACEDINMBELOWMENORMALWAnE SUMACEOASTREAM
EROSION CONTROL PLAN
REGMDINGTHE
AND UMITATIONS ASSOCIATEDWRH IHS LUNGMMF
D MAINTAININGTfIC CONTROL
UNLE55SPECIFIULLYINpU DONTMEM%IOVEDPD MASd11ECTEDBYTHEENGMFERO WHO,
I••U•DBLN 06-14-17EXTENT,
MEASURES.
11. CONTRACTOR SHALL PROTECT AT ALL TIMES AIDIACENT STRUCTURES AND ITEMS FROM DAMAGE WE
11. REPACEUMMEDSTMM%PEOUTIETMOTECTKKN WFOEQUALORGREATERAMWWOf RIP-MPWrMIN7
WVS OF DISTURBANCE OR AS REQUIRED BY ME ENGINEER OR NCDEQ
NC UwmK:P119B rN
YM^ r 4WVV
_R K `N
•
RIM•ImLc
TO DEMOLITION OR CONSTRUCTION ACTIVITIES.
A
12. WHERE THEARFAMOUNDANOUTIET6DIS WDMDNOOUr1ETPROn--EMSfS, CLASS'1'AIP.RAP
Consulting Group,
,:_
13. CONTRACTOR SHALL A MOVE DUSTING VEGETATION AND IMPROVEMENTS WITHIN UNITS OF
pSTURBANCE UNLESS NOTED OTHERWISE.
13, TREES OUTSIDE CONSTRUCTION LIMITS OR TREES NODI
O T INDICATED TO BE REMOVED SHALL BE
SHALL BEPLACED AROUND PIPEOUTLET A$ NEEDED OpASdREC1EDeYTI1EENGINEER.
13. PROVIDE EROSION COMM MATTING WHERE INDICATED UNLESS DIRECTED DTMERWISE BY THE ENGINEER.
14. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
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EXISnxG 3a B' A.G fLnr'f TNM
Utility Separation Requirements
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EX. L°u —,a= a—_v°
WIDE EASEMENT °o Zaxt r -° �.0
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A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR
PROPOSED WATER MAIN. THEDISTANCE SMALL BE MEASURED EDGE.INCASES
V i
O
F \ (BYCRYOF WASHINGTON 11 PROTECT WSTINGI
WHERE IT IS NOT PRACTICAL TO MAINTAIN A 30 FOOT SEPARATION, THE APPROPRIATE
W (31- REDUCED PRESSURE UPON APPLICATIONS 11 UnLmEs (IYP.I
DTERSINMisTIBACKFLOW \
REVIEWING CY ACASE BASIS,
ALLOWEER.
IATIONDEVIATION
YCASEAY
SUPPINSTALLATION
RE 1 PAYMENT OFFEESI ' \\ \
x, PREVENTERSABOVENCLOSURES
'$
THE TF
DESIGN SUCH VI ONM WII
GROUND HEATED E
GPOUNDHFATEDENCLOSUREs � \\ \
y,
SEWERDATA
CLOSERTO A WATER MIN, PROVIDED THAT
SEWER CLOSER TOA WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN ASEPERATE
WATER MAIN IS
TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE
LL 2
g
OF THE SEWER
AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES
2
ABOVE THE TOP OF THE SEWER.
1
_-.-.-._.-.-.-._._.—.-._._._.-._._._._.___.-.- ....... .-.-.-.-.---.— - --- --BAAq-gr B/� I ! 11\ \
-- - - _
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B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL RDVERTIULSEPARATION
dl� x P
-....... .-.-._.-._.-._.-.--._.-.-
\ \
\
AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH WATER
MAIN AND SEWER
LOO 2
C -4
EX TANW!
Pr 1
MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC
WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO ASSURE
C' 3
E x0 1 r I
WATERTIGHTNESS BEFORE BACKFILLING.
C O 4
N Jr 5747' FF -44379' Pr ` SuftVEY 001E \
E d ._ 4 2
(B E4) \
--- ------.-.-.-.-.-.-.-.-.-, N,H'N'Sf'E \ \
_.-.-.-.-.-._.-._.-.-.-._SIATE.EJVPLJ21£Ei CBEO1T IGVIPN \
C. A24INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
ANDSANITRY SEWER LINES OR FERROUS PIPE SPECIFIED.
�O N
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.0 HLT
E�uoB' �
ad1-1FG 1Y0 BANY [Y"D/7Z'x -. ___.-._._.-._._._._.-.-.- _ _ _ ,4 _
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CROSSINGS:
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= L N a
PH/IaOIAan E/p \ / I EK \
A. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
Xg \ 1 I
DISTANCEVERTICAL OUTSIDE OF THE WATER
THE
OUTSIDE OFTHE SEWER. THE CROSSING SHALL BE ARRANGED SO THAHE
SEWEROTME
CZ N L
JOINTS WILL BE EQUIDISTANT AND AS FR AS POSSIBLE FROM THE WATER MAIN JOINTS.
O C A
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PROPERNTMI AND VER
B. WHENITSTIPULATED
SSIBLE TOEDABOV
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,ONE OF
SEPARATION AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE
UST
SPECIFIED:
p C_ C4 I'
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E
\
I. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND
[
SHALL BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR TO
1 I
of
BACKFILLING, OR
E
\
Utility Notes: \
'
11. EITHER THE WATER MAIN OR THE SEWER UNE MAYBE ENCASED IN A
r -
z
1
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SI DES OF THE CROSSING,
U
1. CONTRACTOR IS RESPONSIBLE FOPCURDIONMENT
MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF
/ _ U,
EUTILITY
PROVIDERS FORTHE OFFISTING Utility Providers:
MATERIALS APPROVED BY THE REGULATORY AGENCY OF USE IN WATER MAIN
f"
STALLAOCATION/ABANDONMEVIES
C UTILITIES AND INSTALLATION Of NEW UTILITY SERVICES AS WELL AS FEES
CONSTRUCTION.
ASSOCIATED WITH SUCH WORK.
C
STORM DRAINAGE: ELECTRIC UTILITIES:
2. COORDINATE WITH MEP PLANS FOR ELECTRICAL SERVICE INFORMATION.
w
City of Washington City of Washington
3. CONTRACTOR SHALL NOTIFY NCDOT AND THE CITY OF WASHINGTON AT Contact: Frankie Buck Contact: Alston Tankard
11�"•���"111 f.
LEAST 10 DAYS PRIOR TO BEGINNING WORK WITHIN PUBLIC RIGHTS OF Phone: [phone] Phone: [phone]
Lel
WAY, ON CITY OF WASHINGTON PROPERTY, OR ON PUBUC UTILITIES.
4. CONTRACTOR SHALL VERIFY EXISTING UTILITY INVERTS PRIOR TO NCDOT TELEPHONE:
Contact: Gene Pittman
DEMOLITION AND/ORELY
RUCTION. CONTRACTOR N
ENGINEER IMMEDIATELY FOUND ON Phone: [phone] Centurylink
20 0 t0 20
PLAN .
OF DISCREPANCY(S) PLANS.
OF
Contact: Pam isles
B
�1 Q
S. ALL NECESSARY INSPECTIONS, CERTIFICATIONS, AND TESTING REQUIRED WATER & SANITARY SEWER: Phone: [phone]
BY CODE OR UTILITY SERVICE COMPANIES SERVING THE SITE SHALL BE
SCALE linch= 20 R
6
PERFORMED PRIOR TO THE FINAL CONNECTION OF SERVICE AND
City of Washington
y
COORDINATED WITH THE UTILITY PROVIDER. CABLE TV:
Contact: Frankie Buck
i
6. SITE UTILITY CONTRACTOR SHALL VERIFY INVERT OF EXISTING SANITARY Phone: [phone] SuddenLink
UTILITY PLAN
SEWER MANHOLE PRIOR TO PERFORMINGCORE. Contact: Nathan Barnhill
8
7. SITE UTILITY CONTRACTOR SNAIL MACHINE CORE AND BOOT EMPhone: [phone] STING PUBLIC STREETS:
SANITRYSEWEp MANHOLE TO MAKE CONNECTION. CONNECTION
SHALL BE MADE USING FLEXIBLE BUT CONNECTION WITH STAINLESS City of Washington
////..L� NDLlorr:Rnw .FFNUuy.l"
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Taw Doty. 06-14-17 Z
Rasblanc
STEEL TAKEUPCLAMPS. Contact: Frankie Buck
A
7L-1KConsulting Group, PLLC
�'
8. SITE UTILITY CONTRACTOR IS RESPONSIBLE FOR INSTALLING SITE Phone: [phone]
Engineers B Planners C L� SEAL d
A
UTILITIES TO WITHIN 5- OF THE BUILDING. BUILDING PLUMBING NCDOT
CONTRACTOR IS RESPONSIBLE FOR MAKING CONNECTIONS BETWEEN
Contact: Gene Pittman
= 037468
\ ( _
3280 Charles Blvd. Suite B A
'�i.
BUILDING PLUMBING AND SITE UTILITIES.
Phone: [phone]
Gre-Alle, NC 27858 O''.�GINE •�
(252)558-08 }!q /A/y'T' p'V-�,••'•
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NOTE: 1
ATSORROW MATERIAL MUST BE OBTAINED FROM A SITE WITH AN �,1 I4
ESEYAnLW
E �0 A
ACTNEEROSIONCONTROLPERMR.ALLWASTEMATERIALMUSTBE 1 i
EXPORTED TO A SITE WITH AN ACTIVE EROSION CONTROL PERMIT. 1 t \ i\I 11
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Grading Notes:
1. ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND GRUBBED. 8. TILL SOIL TO A DEPTH OF 4' MINIMUM.
2. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN 9. REMOVE ALL ROCKS LARGER THAN I" MEASURED IN LARGEST DIRECTION.
LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
co
C
30. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
3. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
REMOVED SHALL BE PROTECTED. 11. ALL GRADED AREAS TO RECEIVE SEED OR SOD, TOP SOIL, STRAW AND WATER UNTIL
A HEALTHY STAND OF GRASS ISOBTAINED.
O f-
C
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4. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS
l•.
CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. 13. INSTALL TEMPORARY TURF REINFORCEMENT MATTING ON ALL SLOPES STEEPER
THAN 3:1. MATTING SHALL BE CONTECH LANDLOK C2 OR EQUAL.
-
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BEREMOVEDIN THECONTRACTORWITH
=
ALL LOCALADISPOSED STATEOF STATE APPROVEDIT REQUASTEIREMENTS.
ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 100%OF ASTM
REMESITE NT IN ACCORDANCE WITH 13. ALL 100% OF AST SIDEWALK, AND HOF 24" AND
DEPTH OF 21" AND TO
TO RADES95%O SHALL BE D698 BELOW
ASTM 0698 BELOW 24"O
I()
HER O - LL BE
DEPTHS. ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90% Of
OF
N DISTURBANCE FROM ASTM D698.
6. CONTRACTOp TO GRADE LALL INES AND WITHIN THE LIMITSPAVEMENT
BUILDING TO PROPERTY LINES AND TO EDGE OF PAVEMENT ON STREET SIDES,
20' 0
10' 20'
INCLUDING ROW. 14. ALL BUILDING,SIDEWALK, AND PAVEMENT SUB -GRADE COMPACTIONS SHALL BE
Q
B
INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. ALL
7. TOP SOIL SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED AND SUB -GRADES SHALL BE THOROUGHLY PROOF -ROLLED TO IDENTIFY SMALL LOCALIZED
REDISTRIBUTED OVER GRADED AREAS. PROVIDE EROSION AND SEDIMENTATION AREAS OF UNSUITABLE SOILS. ALL UNSUITABLE SOILS SHALL BE UNDERCUT,
SCALE 1 inch= 20 fl
B
CONTROLS AROUND STOCKPILES DURING CONSTRUCTION. REPLACED WITH STRUCTURAL FILL, AND COMPARED AS DESCRIBED ABOVE.
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Greenville, NC 27858
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3n' L2' STORAGE BOTTOM EIEV. 8.80 CENTIPEDE SOD ADJUST CLEA
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1. THEOeVEMION CHALL ELL MEDIA SCOME FROM A BORROW PIT SUITABLE FOR BXMETENIION CELL MEDIA IF FILTER
& N57 STONE AND FILTER CLOTH SECTION B -B
11 1 I
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MEMEW $HALLBEAHOMOGENOUS SOIL MIX OF85-NPERUNTBYVOLUME SAND (USM SM. T RAL CLOTH AROUND PIPE (SEE DETAIL)
K W i
CLASSIFICATION), B TO 12 PERCENT FINES (SILT AND CUY),AND 3 TO 5 PERCENT ORGMIC RATTER (SUCH AS PEAT
MOSS) SHALL BE USED. SOIL MEDIA SHOULD BE SENT TO NC DEPARTMENT OF AGRICULTURE INCDAI GBS TO BE SECTION A -A
ANALYZED. THE P -INDEX FOR BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND M AND
PERMEABILITY SHALL BE BETWEEN 14 INCHES PER HOUR.
E L�
2. IFIMSITU ARTERIAL R TO BE USED MD MORETENTgN ARG 15 BEING USED ASA TEMP. SEDIMENT BASIN: BOTTOM
M UDIMEWT NMMTUIFGDTABOVETWOFODRUENTIONARG, BIORETENTION CELL CROSS SECTIONS
PSA
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3. CONTRAROR IS RESPONSIBLE FOR PROVIDING TEST REPORTS FOR WORETENTION MEDIA TO THE CITY OF NOT TO SCALE
V
WASHINGTON TO SHOW COMPLIANCE WITH THE REQUIREMENTS OF NOTE 1 ABOVE,
Z
CONSTRUCTION SEQUENCE
CENTIPEDE SOD NORETENTXINCELL 1. INSTALL OUFLET PIPE AND STRUCTURES BETWEEN BIORETENTION CELL WTIET STRUCTURE AND STORM OUTFALL
BOTTOM ELFV.• 880
w
WITH SHOWN ON PUNS FOR SEDIMENT BASM.OUTSET
2. CONVISTRUCTURE!
RCLOTHSPILLWAY
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STRUCTURE SHALL SERVE AS EMERGENCY SPILLWAY FORxdMfNT BASIN WRING CONSTRUCTgN
RGENCY
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N Q
F
SITETOBECOMPLFTELYSUWLDEDWITNGRWNDCOVER(S MD AFREINFORCEMEWWT)
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(INCLUDES IN5TALGTK83 OF UNMRDMSA M
INS, FILL MED SOD WITHIN BIORETENTION CELL).
I� S
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6•MIN. 4' B•MIN.
\ 1 - WEIR ELEV.•980 3.O- WEIR 1— 1)
9
G)O x
I
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4' PFRfOMTED >S' OVERIXGVAlION AT SXIMMER
I SF
L �
N
_—_— (ALL4 SIMS)
PVC PIPE (A -20W) G l (ALL451DE51
15'ACP
C
4'CO
(REFER TO DETAIL)
�\, A I A
N 4
E
E
I 2' FAIRCLOTH WIMMER
• I _ PVC VENT RPE pUHET pEVIG,
\ \
Ol N
«
TEMPORARY RMT
\ \
NOTESFMSW: I -_
MFELL
4)U
1 CAST IN PUCE BEEN INGWALLL\ �_ y� WEIR
WEIRELEV.=980 WEIRELEV.•9.80 iT %
C-4
7- N
•
1'UNDERDMIN (DESIGN BY OTHERS) \ REINFORCEMENT:N4p6'OCEW(MIN.)
L J
G
-- -
(REFER TO DETAIL) \ I SEDIMENT WINP 11.80CA—
1 ) 1 II TN CIASS'B'RIP CONCRETE: PSlp IB MYS
L N
7-
MPW/UNDERUNER ° •
1 I 3'FLFABLE
(8'U10'WR32TIICK) SEE SIALMG.-140.45, PAGE 2, 6'XHEDULE 40 WC HOSE
\ WEIR F3FV.•9.B0
I
O C
r
EDIT ADOf110NN. DETAILS. BASE
R 1 (ALL/SIDES) HPE (BMRELM MM)
(A—SID
PVC ' I ---
IIS-
Z 1A 19
Es10
I \ I }8 6.016.0' EXTENDED BASE JI/INV. _ .30
D
D
1
PLAN VIEW ---
vY r
i
0
I u i 15' FU
INV...24 i
12- KR 33AI
I ` 4'00I Y'.E FASTEORDAN IRON WORKS STORE MSE LEVEUHe PAD ELEV.6.30
OUTLET STRULTUpE
•� HDEERM (AEFERTODFTAIL) 1, \ A FRAME AND GATE IV -5660)
1
N
Zj
o
A \ _ Fi roP•1o.% CROSS SECTION
0) \
•�P
/� 1 (IIIERTO %AN WEW
I g) FOR MFA ELEVATgNS)
C
C
R/P 1 1 INVERT AT BOTTOM OF
111NCLASS 'B'RIP MP UNCERLINER
IICIQ 11 1 ELEVATM3N •8.80
(B'Ls10'WR22THICK) TEMPORARY SEDIMENT BASIN OUTLET FUTURE BIORETENTION CELL
-
\ ROTES: HOT TO SCALE
\
4•UNOEA[MNN
4
REFER TO OETNI(1 ) \ MORTAR MINTS 1/2'11/9•THXX ELASS•M' 4'PERFOMTEO
17 CONCRETE TO BE USED. EVE (A 2000) ------
)
GINV. EU—.m
THE POURINGFLOOR BE I IS'R
4 -CO O
I NNV.
ACCOMPLISHED BYFORMING. FIEV.•6.30
pEFER TO 1 ( ------
Q
I 15'HCPFES DETAIL /I
METAL STEPS PROVIDEDEWITCENTERS.
1
B'y�
STEPS SHALL BE IN ACCORDANCE WITH CITY OF
---- - - ] BE
'20,43 -—--$TAE] OUNT.
]---� \
B
__IPrF]
—
SMDCOAMY
35' MCP po.30% \ SOLID CONCRETE MAY BE USED LIEU EU OF
CLAY BRICK. JUMBO BRI SPICK WILL BE PERMITTED. SET RISER ON 12' THICK 3/1'
MH -2 CASTINPUCERETAININGWALI 1 STONE MASE LEVELING PAD. POND DETAILS
10P(pESIGNED BY OTHERS)
.,F, 1' SECTION A -A
w +
IMO DOW 06-14-17
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_ 11P11.RNNNimc
— W-9 OUTLET STRUCTURE - BIORETENTION CELL Consulting Group, PLLC t
, _ Hor To xaLE 9�
1 En ars 8 Planners i SEAL f 's
A
A
_ a
B - 037468 ?
]SNE L - - - - — I - - - - zaE ` - - - I 3280 Charles Blvd. I Suite B ! c
POND DETAIL Greenville, NC 27858
[phone]
sGLE: 1•=iO Gti: 141r/ °.ryN T;I.�y.°� <
www.arkwnsultin rou m
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1 1 2 1 3 1 4 5 1 6 7 18 g 10 1 11 1 12 1 13 14 115 16

2 1 3 1 4 1 5
Erosion Control Measures:
1. AM wort will be done In aaard.nu wfth the Erosion and sedimentation Control Ad of 1973 and the NC Department of Environment and Natural Resources.
No land disturbing activity beyond that required to Install the appropriate erosion control manures mayproceed rdl I sped d and Dio-cl
by die Owner or Engineer.
2. :or W topsoil removal, all Perimeter silt fence and temporary, granel construction entrances shall be installed. After topsoil removal, storm drainage culverts
and structures shall be installed. Rock Inlet Sediment Traps shall be placed around all drainage structures to collect surface runoff and control dftation and
release water at a gradual rate.
3. Parking lots shall have stone base placed on them for stabilization and shoulders Shall M seeded to stabilize the soil. Seed bed preparation shall be conducted
accord!ng to North Carolina Department of Tren"Hatinn Standard Specifications for Roads and Structures(D.O.T.). The ground surface shall be cleared of
stumps, shores, roots, cables, wire, grade stakes, and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance
operations. Grades on the area to be seeded shall be maintained In a true and two condition. Maintenance sha11 include any necessary rapers to previously
graded areas. All graded areas shall be thoroughly tilled to a depth of at least tour (4) Inches by plowing, disking, harrowing, or other approved methods until
the condition of the soll k acceptable. On sites where soil conditions are such that high clay content and eacessiYe compaction Ouse difficulty In getting
clods andlumps eftectively pulverized,the Contractor shall use the rotary tillage machinery until the mking of the soil is acceptable and no clods or clumps
main larger than 11/1 Inches In diameter. A firm and Compact seed bed Is required and after being graded, the seed bed shall be lightly compacted with a
land roller, such as a cuitipacker, before and after seeding. Limestone shall be dolomitic agriculture ground limestone containing not less than 30 percent
magnesium oxide. Ume shall be Uniformly applied at the rate of 2 tons per we. Fertilizer snail be uniformty applied at a rate of 500 pounds per we of
30-2U20 analysis. The fertilizer shall be Incorporated Into the upper three or four Inches of prepared seed bed lush prior to the last Matte operation, but In
no se shall it be applied more than three days prior to seeding. Ferdlixer shall be used immediately after delivery or stored in a manner that will not permit
It to harden or destroy Its effectiveness.
When hydroseeding equipment Is used for seeding, fertllizer shall be applied simultaneously with seed, using the above rates of application. Seed She be
certtied seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. All seed shag be furnished In seakd
standard containers. seed which has become wet, moldy, or otherwise damaged prior to seeding will not b , acceptable. Seeding shall a accomplished with
hand planters, pow n, drawn planters, hand packers, or hydrosee Ping equipment at the following rates:
Permanent Permanent Seeding (Entire Site):
Site):
SemaBad. Vre apo ntbn
LI -2 bDrls per sat
Fertilizer (10-20-20) -500 pounds par we
Seeding_Mixture:
(January 1- March 31)
Common Bermuda graas(unhulled) -20 pounds per acre
Ry. (,.In) - 25 pounds per acre
(April 1 -July 31)
Common bermudagrass(hulled) - IS Pounds per acre
Weeping
-s Pounds Par acre
Centipede
- aPounds Par acre
(August l - December 3l)
Common Bermuda grass(unhulkd) -20 pounds Per care
Tall Fescue -EO Pounds Per arse
Rye (grain) -25 pounds per acre
Seed Bed Protection:
straw M.lc' = 2 tons Per acre (dsual)
Asphalt Tack . 0.W pllons Par square yard
d. Grountl Stabllixalon leer NCG010000)
a. Soil stabilization shall be achieved on any area of a site where lend-dktunbing actNRies have temporarily or Permanently ceased according to the following
hedule:
I
. All Perimeter dikes, I -les, ditches, perimeter slopes and all slopes steep, than 3 horizontal to 1 wntkal (3:1) shall M provldM temporary or permanent
stabilization wfth ground cover as soon as practicable but in any event within 7 calendar,lays from the last land-dhturbing nowity.
IL All other disturbed areas shall be p-lded temporary or Permanent stabilization with ground Cover u soon a, practicable but in any event wfthin 14 calendar days
from the Imt landdisturbing -W,
b.Condition, - In meeting thestabillzatlonrem,nanents above, the following conditions or nont"bns shall apply:
I. Extemlons of time may be approved by the Permitting authority based on weather or otherM-PeTmc c,ndftlons that make compliance impracticable.
Ii. An slows 50' In length or greater shall apply the ground cover wfthin 7 days e¢ep, when the slow is Ratter titan 4:1. Slopes less them 50' shall apply ground cover
within 14 days except when slows are steeper than 3:1, the 7 day -requirement applies.
Iii. Any Eloped area flaer then 4:1 shall M exempt from the 7 -day ground cover nequkement.
N. Slopes 10' or lesstt
In length shall be exempt from cov
the 7 -day ground e, requiremert except when the slow is steep, than 2:1.
Y
. Although ste'llixation b ni
usually spe,ed as ground cover, other methods, such as chamkal stabRialon, may be allowed on a case-by,we bases.
vi.For portions of projects within one mile and draining to trout waters and High Quality Waters as ciassnkd by the Environmental Management Commission,
rtabilizatbn with ground cover shall be achieved as soon as practicable but In any event on all areas of the she within 7 calendar days I- the lot land-0aturbing
ad.
v
ii For portions of pr.ja- located in Outstanding Resource Waters watersheds as classi ied by the Environmental Management Commission, staMlitatum with
ground cover shall be achieved as soon as practicable but in any event on all areas within 7 calendar days from the last lanukdk-thm, ell.
viii. Portions of a Site the are lower In elevation than adjacent discharge locations and are not expected to dhcharge during construction may be exempt from the
temporary ground cover requirements if identified on the .proved E&SC plan or added by the permitting authority.
5. Sen Inspection and Reporting Requirements (Per NCGO10000)
MlNmum set n -paw", ed reporting ,dlukrnoM are 11 lalows ums's orne,wiae 1p ad b writing by the DNalon of Water Quest,
a. A rain cause anal be maintained in good wokug oMet w the Me unwaa anomer rain morecorg device roe been approved by nue erourrop aumbory
b. A wonen ewm of the daily henfIll amounts shall be Tactorol wiz all records Mall be made available to DIM] or aumbrized agent upon request (Note: it no nin6ll
,red, me D<hont- moat record -zero').
c Etooaan and s.ime ,"In wMml measures shall to nape tat to enure that they are operaMg whadr,. lspedbn records mW he rta Maine l it, each ,mlrecow
I- and bit each me11" At a minimumct
, inepeion of measures must occur at the frequency ird'Keed below
:
All ereawn ant sed mental on wntrcl measures mus be nepeculd by or umet the direction of the prmtse at least once every seven calendar days cod
All erosion ant swaner l wrP of measures most be nepeded by o, u- the drecton of the Pe,malee within 24 roun after any Moon evert of mane, than 0.50 Imhe,
of rain Per 24 or prod
in Times when a delernnnun- that Id- weather wndidon, prevented inPediona -0d be documented on the Irun edlon Raced.
d. Oma land daturame runs bosun on the are Mote, reroft discharge o,ffak ahall be i,wpected by observatkn For Mosion, sedlnwMabon IM other stormwae,
dacanca carederatks "' as c'*r ADabrg so". and oil sheem. Inap 1- of the oMlala shall he made at lea. once every seven calendar days ant -In 24
hour cher any storm event of greater than 0.SO -, M rain Per 24 hour pet,..
a. Iospectioon are Doty required to M male dump normal busimM Mus. When adverse weather wood,,, would cause the sefoty of the inapedbo personcal to be In
laopmy, the inePeetion nen he alloyed orol A'n deemed eek to prior iMse duties. If the inspection cannot he dope on that day, a mutt be wmpkted on the bllowing
bwiness dey.
1. Twenty -bur Hour Repotting for vaibk sadimern d -o-
i. The bermalee Mall report to the D -n of Water Quarry canton office or the app,post, regional M. any visible sediment being d,00saed in any ehcam or we lbs or
Mr, norcompianw which may endanger health or the environment. (See Socubn IX of the perms br [enact Information I Any iolotrnron net M proveed orsty or
ekdron-fry within 24 rours from m, time the Pem,iftee became aware of aw ci comatances Vaibk dacdore- or eupnoea sold, d the Mfh em erouM b, recorded
on the IrhI Rewm as provided hebw.
ii. A ween submasbn Mall be provided to the app,pret. regional office of the DM within 5 day, of the time the u nmtea bewmea aware or the caoumslamsM. The
wnt en aWmaeion sail onme, a deecnp- orche sedimerz depoailion ext axiom taken to addrese the cause of the deposibon. The DNiabn of Water Qulay elan may
Ne the twuiremeM for a -on repeH on a .III ase be.,.
g Record, or needon, made during the pro,,, 30 days'net remain on the Me ano olnuole For egemy inpecton It act DmeM durnll norm) workingMUMM , unkse the
Pemnmitg .."my
pr-to a Meropeciro ,xempron based on unique arts condoom the mice no requ-masa not pnoucal Oder record, mut ba mnnannfor a
Peri. of ora: year after project wmplebon IM made availobk own -... The records mut p.- the defaia of each int iron k IuKh cone-rons. ant action
taken In accordance wan the permA Tx ameee atoll reaDm the re,oneo remail and mortontg observation on the -InIt-, Record ler Adnnnas Under
StI,_tet General PetmA NCG010000- form WIIW,d by the Drne- or It shour i,N,awoo form that -inclusive DI all of tN eements wro'nad in Me Divabn'B form.
El -on, Nonage of records will be allowed it --by int be -nog aufMrs,
In ins, -n awrd, most.Z.. minimum,
. ala the IoMwin.
I. Control Measure Inspection.: Irepedbn racoma most incl., at a minimum.
1. KiMs""lion of the msasure. mseeded.
2. date ant bone of the ,n -hot.
3. name of The perwn Pedormug the napemien
4. hKoaron of whether the measures were o Yannp prepol',
5. dea.ph. of memaname Mr. ion me measure,
6. wrrettve acbom taken and
7. data
of aoI-taken
R. Stormwaler DNcarge Impact-. Impectkn records mu. .elude at minimum'.
1. o.ohncaMn of the dNcange olMall inspect..
2. data a. I- IF the -.n,
<
. name of me person prbnnng p the Snao-,
e daroa of indicabre of wrmmtet polleinn such ant oil Mean, Aoatinp or suspend. Wide a discoloration,
5 kdKaren of vaibk sediment e-, the ate,
6 action red taken to cow-M s,amntarond
n a
7 data of wore taken.
iii. Vaibk Sedlmentabon Fond Oubide one SAe Umt: Inspection M wMK moat include:
1 ,splont.n p to theedam Taken la wMol Nbre releasee.
2. adpna Taken to clean up or Mtabilche ma sediment the as all the dile limit and
3 mun date of Idiom Taken.
Va,ble S.imertannn Found in Steaom or Yu anoincev
e All inepach.. arose lude aloaron or streams 11 walondom
, a, of ulnare (where a Mable) to detetmim it
va,bk sad,menmtgo as occurred.
I Vivble Steam T.H irny - If int dNchMI tom a sae nseurs in vaibk .ream tumMa,. Inpe-, records moat rewd tat evdence and adiom taken to reduce s.iment
wMnbuliona
She, di¢argbg to .reams nam. on tw MTaW. 303(d) rill a, impirad for sMlm.nt-rolesol rause, may M regWrant to perform addn.nal momtonng.
impectio , appl-'.n or mat ..ante t ou stomem poapicea 14 is on ermin. tat the addnnn.1 ragenam are meaed to auwe wmpllonce with ire bdenal o,
Mete ,mpamd-wears wndnome If a decarpe covered by on. centra amen a .ream segment tat n Inked on tha ImpirM stream Let fon sed,m,n e4ted causes.
a. a ToMI Maximum Daily Load (TMDL) as been pmparetl for - pollutant, the ermtlee most implement measures W encore that me dederge of pollutants it*,the Me Is wrnaTant wily the saw, t.. and mseN me ra,.,.-Ms of the ap lit- TMDL. The D1AV 3O9d) W can . load at.
re, 11,2o MY state m utut-GoNne_30 thio,
6. All erosion and sedint-tatlon control devices shall remain In place and be maintained by the Contractor until all seeding Is established and construction areas
have been stabilized.
7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with regard to seed typo, We of application, fertilizer, etc.
6 1 7 1 g 1 9
NOTE:
ALL PMTIALLY COMPLETED UPSTREAM END OF DVEMLOW
STORM DRAMS SHALL BE STORM DRAIN (TVP.)
PROTECTED AT THE END OF 1/3 PIPE DIA
EACH DAY IN ACCORDANCE
.-THESE DETAILS.
BURY BOTTOM
OF PLYWOOD
Y.' EXTERIOR PLYWOOD
PLYWOOD INLET PROTECTION
STEEL FENCE POST
T P.)
OVERFLOW
1/3 PIPE DA
WASHED STONE FILTER
ACROSS PIPE INLET
i
HMDIVAM GOM I
STONE FILTER INLET PROTECTION LJ
PIPE INLET PROTECTION (PLYWOOD AND STONE)
(NortosCALE)
7
STABILQATIONTKREFRA ES
g
g1GNMEgIJIM
MAX EItiM S.FNGTI Ma_ W1.We FENCE
twoa.arr,ar..�aM,rp.
Ta.
xrw
Ata.gS maRsawavveaw"cla As
7ae,,
x.a.
aNP...N.D.,Yose iH
lax
r1µF"n Ianx....wea-
sM a. aa.aaY.
1� Mop. ]rt rtrN
Na.
TMrr FInMFPnm,aan M'a Nap
� N.r..�..rl.avr Ra.r4n
tatws
N..,.,..Ptle,pdrwN -hoYt ..
d..
oIF
o
6.
A o0 4.:. A
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1/4' WIRE MESH
MMMEUM POSESPACaW I FT.
� E
SEDIMENT a.
CONTROLSTONEL.
AVENGE BOX
DIMENSION VARIABLE
RLTERED
WATER
SECTION A -A
MULTI -DIRECTIONAL FLOW
NOTES:
SEDIMENT CONTROL STONE SHALLBENO.5
OR NO.57 AND SHALLBE PAID FOR ATTHE
CONTRACT UNIT MACE PEB TON'$EDIMENT
CONTROLSTONE.•
WIRE MESH SHALL BE HARDWARE CLOTH 23
WAGE MIN. AND SHALL RAVE 1/4 INCH MESE
OPENINGS.
TOP OF WIRE MESH SMALL BE A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR MY
DIVERSION PON2T.
STEEL POST SHALL BE 5 FT. IN HEIGHT, BE
INSTALLEDI.5 IF DEEP MINIMUM, AND BE
CN THE SELF -FASTENER ANGLE STEEL TYPE.
WOOD POST SHALL BE 6 H. IN HEIGHT, BE
INSTALLED TO 15 IT. DEED MINIMUM, AND BE
31NCHES IN DIAMETER. POST SPACING SHALL
BE A MAXIMUM OF 4 FT.
INSPECTINLETS AT LEAST WEEKLY ANDAFTER
EACH SIGNIFICANT 6INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW MR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE DA UNDERCUT
THE WIRE MESH WRING SEDIMENT
REMOVAL REPLACE STONE AS NEEDED.
12
ROCK INLET SEDIMENT TRAP
(NoTrMscALE)
TEMPORARILY SEMAS SOON AS POSSIBLE
(NO MORE THAN 21 CALENDAR DAYS AFTER
FORMATON OF THE STOCKPILE.)
MSTALLTEMPORARY SILT FENCEWHERE IF STOCKPILE WILL NOT BE USED WITHIN SO
NECESSARY TO RETAIN SEDIMENT DAYS STABILUT WITH PERMANENT VEGETATION.
TEMPORARY STOCKPILE
uawlq N.. ECn (Nor"o-I
i
ISOMETRIC VIEW
1 14 1 15 1 16
NOTES:
USE MINIMUM 12 IN. DMMETER EXCELSIOR WATTLE AND LENGTH OF to FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PACED.
DO NOT PLACE WTT
ALE ON TOE OF SLOPE.
USE 2 FT. WOODEN STARES WITH A 21N. BY 2IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AN.I DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF Q.125 IN, DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12' IN LENGTH
INSTALL STAPLES APPROXIMATELY EVERY 1 UNEM FOOT DIF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WAME UtITALJATKN2 CAN BE W2 OUTS)DE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE STANDARD SPECIFICATKI
C 1 C
SILT FENCE FILL SLOPE u.WA
POST r IFT.- SILT FENCE POST
2'WOODEN SILT FENCE UPSLOPE STAKE
STAKE
y~IFT.1SEE INSET
1P-11' JJJ...
2 R.
12' WATTS
STMLE
VIEW FROM SLOPE DOWNSLOPE STAKE
SIDE VIEW
SILT FENCE WATTLE BREAK DETAIL
NOTTDSCALE
2'-3'COARSE
AGGREGATE
NOTE: G
MVR AIN THE GRAV
ELPADIN I CONDITIONHE TON(EV
ENT
MUD THIS
SEDIMENT FROM LEANNG PDRESSING WIIO
SITTH
6•
2 -IN H STMAY REQUIRE CHPERIODICAITOPDAKCTA Y
2 -INCH STONE. AFTER EACH RAINFALL, INSDECT ANY
NECESSARY
USED TOTMPSEDIMENT OYTAULAND CLEANN IOUT AS
RE
NECFSSYRY. IMMEDIATELY REMOVE ALL OBIECTONABLl
R-DWAS SMILED, WASHED, OR TMCKED ONTO DUBIIC
RDADWAY,.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES:
IN VER SEDIMENT FENCES AT
Smm6tH Kw/WIRE FENCE
LEAST ONCE A WEEK AND AFTER
MAX EItiM S.FNGTI Ma_ W1.We FENCE
EACH RAINFALL 1MKE ANY
have Dotr. D&_14 -t7
REWIRED REPAIRS IMMEDIATELY,
SHOULDTHE FABRIC OFA
12 GAUGE, 414' WELDED WHLFFABRIC
SEDIMENT FENCE CaUPSE TEM,
A
DECOMPOSE "'BEC BECOME
+ g
INEFFECTVE, REPLACER
PROMPRY.
X"It
REMOVE SEDIMENT DEPOSILS AS
NECESSARY TO PROVIDE ADEQUATE
STEEL POSE
STORAGE VOLUMEFORTHENEXT
MIN AND TO REDUCE PRESSURE Do
WRE FAB;4-
THEFENCE. TAKE URE TO AV ID
13 14 16
UY ESISTUNDERMINING
THE FENCE DURING
GEOTEXTRCLEANOUT.
FENCING MATERIALS
TAMPEDREMOVEALL
BACKFILLANDUNSTABLESEDIMENT
DEPOSTISMDBRING TILE AREA TO
GRADE AND SfMILNE IT AFTER THE
CONFRKBUTING DRAINAGE AREA
R' DOWN & RWMD
HAS BEEN PROPERLY STABIWED.
AlON6THE TRENCH
TEMPORARY SILT FENCE
(NogroswE)
.-n
rya
rns_ >'
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M ma0
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EROSION CONTROL DETAILS
have Dotr. D&_14 -t7
NC Ldww: Rtli✓0 NW,,
RK
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Consulting Group, PLLC
Engineers & Planners SEAL
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3280 Charles Blvd. I Suite B
Greenville, NC 27858 �(tF
[phone] y;4N T.
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www.arkconsultin r u .com - 'FNNu.Hr R
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13 14 16

1 1 2 1 3 1 4
1 5 1 6 1 7 1 8
1 9 10 1 11 1
12 1 13 1 14
1 15 16
w
N
NOTE:
TREES SHALL BE STAKED ONLY N
M OIRECTFD BY ME OWNU.
2424' y�
RETE
6' 1 -
T
•3 a 0
UCH TREE MUST BE PUUITEDSUCHTH0.T THE
TRUNK FLARE IS VISIBLE AT THF TOP OF THE
.—CE COURSE
.—CE COURSE ISEE PIAN
.sp. FOR TYPICAL THICKNESS)
12
•M
$
6' 6'
M i
$
L Q
ROOT BALL. TREES WHERE THE TRUNK FLARE
n
QLL
6 NOT VISIBLE SHALL BE REJECTED. DO NOT
COVEP THE TOP OF INEROOT MLL WITH SOIL.
O O
7c�I�C=Pk
a+�
MULCH RING
TBALL,
SETMDGMDE�
6'7
c:
FLUSHWRHiN
CURB, CIFO ABC STONE BASE
24" CONCRETE SPILL CURB AND GUTTER
°a°aANDGUTIER
lLL to
SMDE CouRSE I. rUN
lYP.
OR1HKKNF55)
6•
ti
to
-� 4' HIGH TOPSOIL SAUCER BEYOND EDGE
NIS
TRIPLE SHREDDED HARDWOOD OF ROOT MLL.
L MRKMULCH (NON -OCED)MIN - REMOVE ALL TWINE, ROPE, WIRE AND
4'D. DO NOT PUCEMULNN
CDNTACTWUNTNFTREETRUNK B°RIAP FROM TOP HALF ROOT BALL.
CURB AND GUTTER AND PAVEMENT DETAIL
4000 DSI CONCRETE lA'SLUMP
it 1 -SECTIONS p3 REBM 14' EACH
14' 1
�G
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IF THE PUNT IS SHIPPED WITH I WNE BASKET AROUND
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O
THOROUGHLY WATER BETWEEN \ DUCE ROOT MLL W UNEECAVATED OR TAMPED
° ° e R See Note
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CONCRETE WHEEL STOP
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'^
DOES NOTSXIFT,
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