20160899 Ver 1_401 Application_20160916

McGill
A S S O C I A T E S
September 15, 2016
NCDWR, 401 & Buffer Permitting Unit
512 North Salisbury Street 2 0 1 6 0 8 9 fJ
Raleigh, North Carolina 27604
RE: Newton Dairy Rd./Birch & Bobbit St. Sewer
Pre -Construction Notification
City of Henderson, North Carolina
Dear Sir or Madam:
On behalf of the City of Henderson, please find enclosed for your review and approval the
Pre -Construction Notification for the above referenced project. One (1) original and three (3) copies
of the properly executed Pre -Construction Notification Form. is accompanied with the following
documentation:
■ Check in the amount of $570.00 for the application fee
■ Two (2) full size plan sets
■ Two (2) half size plan sets
■ PCN back-up documentation
If you have any questions or require additional information regarding this application, please
feel free to contact our office at 828-328-2024.
Sincerely,
McGILL ASSOCIATES, P.A.
MICHAEL PATTON
Senior Engineering Technician
:mp
Enclosures
cc: Franklin Frazier, City of Henderson
Douglas G. Chapman, PE, McGill Associates, PA
E n g i n e e r i n g • P l a n n i n g o F i n a n c e
McGill Associates, P.A. • 1240 19th Street, Lane NW, Hickory, NC 28601
Office: 828.328.2024 • Fax: [phone] • www.mcgillengineers.com

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID:
134 Rose Avenue
STREET ADDRESS:
Henderson, North Carolina 27536
Please print:
Property Owner:
Property Owner:
City of Henderson
Franklin Frazier, City Manager
T�U�
�2016'
#�
The undersigned, registered property owners of the above noted property, do hereby authorize
Douglas G. Chapman, PE
(Contractor / Agent)
of McGill Associates, P.A.
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Post Office Box 1434, Henderson, North Carolina 27536
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date: 01-k3- t
Authorized Mnature
Date: g-1 y-1 (o

O�O�, W AT �q�G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Newton Dairy Rd./Birch and Bobbit St. Sewer Extension Project
2b.
County:
Vance
2c.
Nearest municipality / town:
City of Henderson
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Henderson
3b.
Deed Book and Page No.
See Plans
3c.
Responsible Party (for LLC if
applicable):
Franklin Frazier, City Manager
3d.
Street address:
134 Rose Avenue
3e.
City, state, zip:
Henderson, NC 27536
3f.
Telephone no.:
252-430-5700
3g.
Fax no.:
252-492-7935
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: City of Henderson
4b. Name:
Franklin Frazier, City Manager
4c. Business name
(if applicable):
City of Henderson
4d. Street address:
134 Rose Avenue
4e. City, state, zip:
Henderson, NC 27536
4f. Telephone no.:
252-430-5700
4g. Fax no.:
252-492-7935
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Douglas Chapman, PE
5b. Business name
(if applicable):
McGill Associates, PA
5c. Street address:
1240 19th Street Lane NW
5d. City, state, zip:
Hickory, NC 28601
5e. Telephone no.:
828-328-2024
5f. Fax no.:
828-328-3870
5g. Email address:
[e-mail]
Page 2 of 12

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
N/A — City of Henderson, Permanent Easements
1 b. Site coordinates (in decimal degrees):
Latitude: 36.33760 Longitude: - 78.38920
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
N/A acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Sandy Creek
2b. Water Quality Classification of nearest receiving water:
QNSW
F
River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Tar-Pamlico
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Currently, land uses consist of a mix of wooded and undeveloped areas, as well as a previously developed residential
neighborhood.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
Providing sewer service to un-sewered community, and diverting sewer flows from an existing lift station to a proposed
gravity sewer line
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will serve a dual purpose: to eliminate a problematic sewer pump station and to extend sewer service to a
small area with failing septic systems. Both lines will be installed utilizing tracked equipment such as backhoes and
loaders, as well as boring machinery and typical pipe installation equipment.
The Chicken Farm pump station serves customers on the northeastern side of Henderson. This pump station, which
was built in 1969 and is well beyond its useful life, has had repeated failures and issues over the years resulting in
sanitary sewer backups. To eliminate this pump station, extension of approximately 3,800 linear feet of 12 -inch
diameter gravity sewer is proposed, which will flow to a downstream sewer interceptor. Construction of this extension
will allow for elimination of this pump station and the health risks associated with future sewer backups and overflows.
The Birch Street and Bobbitt Street area, which lies east of the railroad tracks and northeast of downtown Henderson, is
an unserved area adjacent to the city limits. These residents dispose of wastewater through septic tanks with ground
absorption drain fields and some suspected straight -piping. The homes have failing septic systems, several with
surfacing effluent. Most of the homes in this low to moderate income neighborhood are older and are on very small lots
with no area to repair septic drain fields. Installation of approximately 2,300 linear feet of gravity sewer and
improvements to the Harris Street pump station (including emergency generator and SCADA) will alleviate 29 homes of
the health risks associated with these failing septic systems.
Page 4 of 12

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final N/A
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: N/A
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5.
Project History
5a.
Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
N/A
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
N/A
Page 5 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ®T
Excavation
Unknown
® Yes
❑ No
® Corps
® DWQ
0.01
W2 ❑ P ® T
Excavation
Unknown
® Yes
❑ No
® Corps
® DWQ
0.01
W3 ❑ P ® T
Excavation
Unknown
® Yes
❑ No
® Corps
® DWQ
0.04
W4 ❑ P ® T
Excavation
Unknown
® Yes
El No
® Corps
®DWQ
0.02
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.08
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Excavation
UT to Sandy
Creek
❑ PER
® INT
® Corps
® DWQ
4
10
S2 ❑ P ® T
Excavation
UT to Sandy
Creek
❑ PER
® INT
® Corps
® DWQ
3
8
S3 ❑ P ® T
Excavation
UT to Sandy
Creek
❑ PER
® INT
® Corps
® DWQ
5
10
S4 ❑ P ® T
Excavation
UT to Sandy
Creek
® PER
❑ INT
❑ Corps
❑ DWQ
5
10
S5 ❑ P ® T
Excavation
UT to Sandy
® PER
❑ Corps
6
10
Creek
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
48
3i. Comments:
Page 6 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
131 ❑ P ®T
Utility
Line
UT to Sandy Creek
® Nos 1000
660
132 ❑ P ®T
Utility
Line
UT to Sandy Creek
® Nos 1000
660
133 []PET
Utility
Line
UT to Sandy Creek
® Nos 1800
800
6h. Total buffer impacts
3800
2120
6i. Comments:
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional waters were minimized during project design by utilizing crossings on a perpendicular bearing.
No permanent access roads are to be installed or maintained in jurisdictional areas. Open cut perpendicular wetland
crossings are less than 150 ft. long and do not require anti -seep collars.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All temporary stream impacts are to be restored in regards to the stream bed and bank to its original condition; buffers will
be restored and stabilized with temporary erosion control measures, with seed mix and establishment of native
vegetation. Temporary impacts to wetlands will be minimized by side -casting wetland soils into upland areas and refilling
trenches with wetland soils. All disturbed areas will be restored to original contours with no changed to runoff patterns.
Native wetland seed mix will be used. Erosion control measures will be employed to limit sediment runoff along
construction corridor.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
E] Yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: The sewer line installation at 131 and B2 will be completed with a 15 ft. maintenance corridor and will disturb
less than 40LF of riparian buffer, and will cross the stream at a perpendicular angle. Therefore, according to the Tar -
Pamlico Buffer Rules the sewer line installation would be classified as exempt. All disturbed areas are to be restored to
their original vegetative state.
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
® Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Stormwater rules not applicable to utility
line projects under a NWP #12
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
® Other: None
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered 'yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered `yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project will serve 24 homes that do not currently have access to public sewer and eliminate a sewer pump station that
has become a public health hazard.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater from the project will be treated and discharged at the Henderson Water Reclamation Facility. The project will not
cause a need in the system and will not be associated with any plant expansions.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.fws.gov/nc-es/es/countyfr.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://qis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Project is "like for like" replacement of existing pipe
8c. What source(s) did you use to make the floodplain determination? FEMA Firm Maps
7)006'-AS GAAP/K4A)
6
Applicant/Agent's Printed Name
A pl ant/Age is Signature
Date
(Agent's signature is vlid only if an a thorization letter from the applicant
is provided.)
Page 12 of 12

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1984
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PANEL LOCATOR
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FLOOD HAZARD INFORMATION NOTES TO USERS
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP://FRIS.NC.GOV/ FR IS
-Without Base Flood Elevation (REF)
Zone A, V, A99
With BRE Or Depth Zone AE, AO. AH, VE, AR
SPECIAL FLOOD
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
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OTHER AREAS OF Chance Flood Hazard ',,,,,.
FLOOD HAZARD ® Area with Reduced Flood Risk due to Levee
See Notes
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AREAS 0.2%Annual Chance Floodplain.T„ex
------ Channel, Culvert, or Storm Sewer
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GENERAL Levee, Dike, orFloodwall
STRUCTURES ......, l l l„ Non -accredited Levee, Dike, or Floodwall
BMSS1ox North Carolina Geodetic Survey bench mark
SM551O� National Geodetic Survey bench mark
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Water Surface Elevation (BFE)
a----- Coastal Transect
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FEATURES _ Jurisdiction Boundary
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aigml FIOOD tlemDew tits F Me Tetlniol5uppwl DMe NatabmX (TSON).
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PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: 110 Prpb 11, Amretltled laws(PAL) nae
bwe e 1 end Emergency Action Pbn, m IM
yalem(e)eroxntie pm. Min9protection. IDme I e .ply h na levee owner o, cwnmurg ro
rmuiretl fo wDmn its deo and dmumeMetion reoemry to comply x11M1 Segron 65.10 01 Me NFIP rwmelbm
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WeMtls el MWfN>xw.bmegovl WeeaoMnfidrgeAaM1bn.
LIMIT OF MODEfUTE WAVE ACTION NOTES TO USERS. Fw some —1 Ibodi,q zones Inti AE I.-
.1 ---d
orootegwylwDeNleiyitled l:y l.tld Mod. WewA . Ll A). The LiMNArepamnumaeP -m
bMxeN .,til oltro 15.bd brmkrp xaw. TM eaecm of waw ro.wde DMvmen ea VE Zore end IM LMWA
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mvxe Man Mme m tle VE Zore.
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COASTAL BARRIER RESOURCES SYSTEM (CBRS)NOTE
Tnb map mey i,ce,de epPm of ga CBRS b,b oral,_
iltiobDb wenn CBRS a Fab, a ulFbodire
Me M
xy Us neell, .— ogenle(a)
mdolromForrmMpfw wgwloam._h Da,reM1lml.
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® CBRS Area Otherwise Protected Area
SCALE
E)�P".,.;North Ce SMM PMne Projection Feet (Zone 3200)
DeWm: NAD 1M (Hwir I), NAVD 1M (Verti f
1 inch -1,000 feet 1:12,000
0 500 1,000 2,000
Feet
Meters
0 150 300 .0
PANEL LOCATOR
GRANWLLECOUNTY
WARREN COUNTY
UN TV
NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
NATIONAL FLOOD INSURANCE PROGRAM
cc FLOOD INSURANCE RATE MAP
7
c NORTH CAROLINA
LID PANEL SUFFIX
YI
HENDERSON, CITY OF
VANCE COUNTY
L PANEL 1982
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7
COMMUNITY
LID PANEL SUFFIX
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HENDERSON, CITY OF
VANCE COUNTY
3703G71992 J
370388 1982 J
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SAN.
MAP NUMBER
37201982001
MAP REVISED
04/16/07

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
Vance County,
North Carolina
Birch & Bobbitt St Project Area
September 9, 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

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
Vance County, North Carolina........................................................................12
Ap6 Appling sandy loam, 2 to 8 percent slopes.......................................12
Aub Appling-Urban land complex, 2 to 10 percent slopes.......................13
Ce132—Cecil sandy clay loam, 2 to 8 percent slopes, eroded....................15
DuB—Durham loamy sand, 1 to 6 percent slopes......................................16
LoD—Louisburg (Wateree) loamy coarse sand, 8 to 15 percent slopes .....
18
Pt—Pits.......................................................................................................19
W—Water....................................................................................................20
Wh—Wehadkee silt loam, 0 to 2 percent slopes, frequently flooded ..........
21
References............................................................................................................23
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.
N

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.

3V 20146" N
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0 200 400 800 1200
A 00
0 500 1000 2000 3000
Map pro)ation: Web Mermwr Coma word9a4rs: WGS84 Edge d6: UrM Zone 17N WGS84
8
Custom Soil Resource Report
Soil Map
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MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Stony Spot
Q
Soil Map Unit Polygons
N
Soil Map Unit Lines
IZ
Soil Map Unit Points
Special
Point Features
(o>
Blowout
®
Borrow Pk
X
Clay Spot
�.
Closed Depression
Gravel Pit
Coordinate System: Web Mercator (EPSG:3857)
Gravelly Spot
0
Landfill
&
Lava Flow
Transportation
Marsh or swamp
s
Mine or Quarry
®
Miscellaneous Water
®
Perennial Water
>V
Rock Outcrop
+
Saline Spot
US Routes
Sandy Spot
A
Severely Eroded Spot
the version date(s) listed below.
Sinkhole
17
Slide or Slip
.0
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
izi
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:20,000.
Q
Stony Spot
Please rely on the bar scale on each map sheet for map
IZ
Very Stony Spot
measurements.
Wel Spot
Source of Map: Natural Resources Conservation Service
Other
Web Soil Survey URL: http:/twebsoilsurvey.nres.usda.gov
Special Line Features
Coordinate System: Web Mercator (EPSG:3857)
Water Features
Maps from the Web Soil Survey are based on the Web Mercator
Streams and Canals
projection, which preserves direction and shape but distorts
Transportation
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
+44
Rails
calculations of distance or area are required.
~
Interstate Highways
—
US Routes
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
—
Major Roads
Local Roads
Soil Survey Area: Vance County, North Carolina
Survey Area Data: Version 15, Sep 10, 2014
Background
.
Aerial Photography
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
9
Date(s) aerial images were photographed: May 10, 2010—Apr 4,
2011
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.

Custom Soil Resource Report
Map Unit Legend
Vance County, North Carolina (NC181)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ApB
Appling sandy loam, 2 to 8
322.9
41.2%
percent slopes
AuB
Appling-Urban land complex, 2
382.8
48.9%
to 10 percent slopes
CeB2
Cecil sandy clay loam, 2 to 8
3.7
0.5%
percent slopes, eroded
DuB
Durham loamy sand, 1 to 6
28.9
3.7%
percent slopes
LoD
Louisburg (Wateree) loamy
11.7
1.5%
coarse sand, 8 to 15 percent
slopes
Pt
Pits
4.7
0.6%
W
Water
10.5
1.3%
Wh
Wehadkee silt loam, 0 to 2
18.2
2.3%
percent slopes, frequently
flooded
Totals for Area of Interest
783.4
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
10

Custom Soil Resource Report
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.
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
Vance County, North Carolina
ApB—Appling sandy loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 3yfp
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Appling and similar soils: 90 percent
Minor components: 7 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Appling
Setting
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy loam
E - 6 to 9 inches: sandy loam
BE - 9 to 12 inches: sandy clay loam
Bt - 12 to 48 inches: clay
BC - 48 to 53 inches: sandy clay loam
C - 53 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 8.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
12

Custom Soil Resource Report
Minor Components
Vance
Percent of map unit: 5 percent
Landform: I nterfl uves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit: 2 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
AuB—Appling-Urban land complex, 2 to 10 percent slopes
Map Unit Setting
National map unit symbol: 3yfq
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Appling and similar soils: 55 percent
Urban land. 35 percent
Minor components: 9 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Appling
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy loam
E - 6 to 9 inches: sandy loam
BE - 9 to 12 inches: sandy clay loam
Bt - 12 to 48 inches: clay
13

Custom Soil Resource Report
BC - 48 to 53 inches: sandy clay loam
C - 53 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 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): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Impervious layers over human transported material
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Vance
Percent of map unit: 6 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit. 3 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
14

Custom Soil Resource Report
CeB2—Cecil sandy clay loam, 2 to 8 percent slopes, eroded
Map Unit Setting
National map unit symbol: 3yfr
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Cecil, moderately eroded, and similar soils: 88 percent
Minor components: 12 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Cecil, Moderately Eroded
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy clay loam
Bt - 6 to 40 inches: clay
BC - 40 to 48 inches: clay loam
C - 48 to 80 inches: loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
15

Custom Soil Resource Report
Minor Components
Madison, moderately eroded
Percent of map unit. 8 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Vance, moderately eroded
Percent of map unit: 4 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
DuB—Durham loamy sand, 1 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3yfw
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Durham and similar soils: 78 percent
Minor components: 22 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Durham
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and/or gneiss
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 15 inches: loamy sand
Bt - 15 to 33 inches: sandy clay loam
BC - 33 to 56 inches: sandy clay loam
16

Custom Soil Resource Report
C - 56 to 80 inches: sandy loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
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: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Appling
Percent of map unit: 10 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Vance
Percent of map unit. 5 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit. 4 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
Wateree
Percent of map unit: 3 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
17

Custom Soil Resource Report
LoD—Louisburg (Wateree) loamy coarse sand, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: 3yg5
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Wateree and similar soils: 70 percent
Minor components: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wateree
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Saprolite derived from granite and/or gneiss
Typical profile
A - 0 to 11 inches: loamy coarse sand
Bw - 11 to 22 inches: sandy loam
Cr- 22 to 50 inches: weathered bedrock
R - 50 to 80 inches: unweathered bedrock
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock; 40 to 60 inches to
lithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to low (0.00 to
0.01 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 1.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: A
Hydric soil rating: No
18

Custom Soil Resource Report
Minor Components
Louisburg
Percent of map unit: 12 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
Ashlar
Percent of map unit. 7 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
Wake
Percent of map unit: 5 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
Wedowee
Percent of map unit: 5 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
Rock outcrop
Percent of map unit: 1 percent
Hydric soil rating: No
Pt—Pits
Map Unit Setting
National map unit symbol: 3ygb
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 50 to 66 degrees F
Frost -free period: 145 to 240 days
19

Custom Soil Resource Report
Farmland classification: Not prime farmland
Map Unit Composition
Pits, quarry: 95 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pits, Quarry
Setting
Parent material: Granite and gneiss
Typical profile
R - 0 to 80 inches: bedrock
Properties and qualities
Slope: 0 to 700 percent
Depth to restrictive feature: 0 inches to lithic bedrock
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Very low to low (0.00 to
0.01 in/hr)
Available water storage in profile: Very low (about 0.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
Minor Components
Udorthents
Percent of map unit. 5 percent
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
W—Water
Map Unit Composition
Water 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
20

Custom Soil Resource Report
Wh—Wehadkee silt loam, 0 to 2 percent slopes, frequently flooded
Map Unit Setting
National map unit symbol: 3ygk
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Wehadkee, undrained, and similar soils: 85 percent
Wehadkee, drained, and similar soils: 5 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wehadkee, Undrained
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy alluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 8 inches: loam
Bg - 8 to 43 inches: sandy clay loam
Cg - 43 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Ponded
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: Frequent
Frequency of ponding: None
Available water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Description of Wehadkee, Drained
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave
Across -slope shape: Linear
21

Custom Soil Resource Report
Parent material: Loamy alluvium derived from igneous and metamorphic rock
Typical profile
Ap - 0 to 8 inches: loam
Bg - 8 to 43 inches: sandy clay loam
Cg - 43 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Ponded
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: Frequent
Frequency of ponding: None
Available waterstorage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Chewacla
Percent of map unit. 4 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: No
Riverview
Percent of map unit: 4 percent
Landform: Flood plains
Down-slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
22

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/nres/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=stelprdb1043084
23

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 43041. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=n res 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.nres. usda.gov/wps/portal/nres/detail/national/soils/?
cid=n res 142 p2_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_052290.pdf
24

L,
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
Vance County,
North Carolina
Newton Dairy Road Project Area
September 9, 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

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
Vance County, North Carolina........................................................................12
ApB—Appling sandy loam, 2 to 8 percent slopes.......................................12
AuB—Appling-Urban land complex, 2 to 10 percent slopes.......................13
CeB2—Cecil sandy clay loam, 2 to 8 percent slopes, eroded....................15
CuB—Cecil-Urban land complex, 2 to 10 percent slopes ...........................16
DuB—Durham loamy sand, 1 to 6 percent slopes......................................17
LoB—Louisburg (Wateree) loamy coarse sand, 2 to 8 percent slopes.......
19
Pt—Pits.......................................................................................................21
W—Water....................................................................................................22
Wh—Wehadkee silt loam, 0 to 2 percent slopes, frequently flooded ..........
22
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
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.
R

Custom Soil Resource Report
Soil Map
734200 734500 734800 735100 735400 735700 736000 736300
3 3
Map Scale: 1:15,400 if printed on A portrait (8.5" x 11") 4xeL
Meters
N 0 200 400 800 1200
/V
0 5001000 2000 3000
Map projection: Web Mercator Caner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
8
36° 20'2,r N
36° 18!42"N

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Stony Spot
Q
Soil Map Unit Polygons
,.r
Soil Map Unit Lines
{,Sg
Soil Map Unit Points
Special
Point Features
V
Blowout
®
Borrow Pit
X
clay Spot
Other
Closed Depression
Gravel Pit
,.
Gravely Spot
Q
Landfill
A.
Lava Flow
Transportation
Marsh or swamp
.�
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
qq
Rock Outcrop
+
Saline Spot
..
Sandy Spot
411,
Severely Eroded Spot
®,
Sinkhole
Major Roads
Slide or Slip
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
9
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.
Spoil Area
The soil surveys that comprise your A01 were mapped at 1:20,000.
®
Stony Spot
Please rely on the bar scale on each map sheet for map
{,Sg
Very Stony Spot
measurements.
Wet Spot
Source of Map: Natural Resources Conservation Service
Other
Web Soil Survey URL: http:/Iwebsoilsurvey.nres.usda.gov
Special Line Features
Coordinate System: Web Mercator (EPSG:3857)
Water Features
Maps from the Web Soil Survey are based on the Web Mercator
—
Streams and Canals
projection, which preserves direction and shape but distorts
Transportation
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
+++
Rails
calculations of distance or area are required.
w/
Interstate Highways
ti
US Routes
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Major Roads
Local Roads
Soil Survey Area: Vance County, North Carolina
Survey Area Data: Version 15, Sep 10, 2014
Background
-
Aerial Photography
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: May 10, 2010—Apr 4,
2011
9
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.

Custom Soil Resource Report
Map Unit Legend
Vance County, North Carolina (NC181)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of A01
ApB
Appling sandy loam, 2 to 8
538.9
47.9%
percent slopes
AuB
Appling-Urban land complex, 2
314.9
28.0%
to 10 percent slopes
CeB2
Cecil sandy clay loam, 2 to 8
126.9
11.3%
percent slopes, eroded
CuB
Cecil -Urban land complex, 2 to
26.0
2.3%
10 percent slopes
DuB
Durham loamy sand, 1 to 6
29.3
2.6%
percent slopes
LoB
Louisburg (Wateree) loamy
17.4
1.6%
coarse sand, 2 to 8 percent
slopes
Pt
Pits
0.2
0.0%
W
Water
31.4
2.8%
Wh
Wehadkee silt loam, 0 to 2
39.8
3.5%
percent slopes, frequently
flooded
Totals for Area of Interest
1,124.9
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
10

Custom Soil Resource Report
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.
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
Vance County, North Carolina
ApB—Appling sandy loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 3yfp
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Appling and similar soils: 90 percent
Minor components: 7 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Appling
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material. Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy loam
E - 6 to 9 inches: sandy loam
BE - 9 to 12 inches: sandy clay loam
Bt - 12 to 48 inches: clay
BC - 48 to 53 inches: sandy clay loam
C - 53 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 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): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
12

Custom Soil Resource Report
Minor Components
Vance
Percent of map unit., 5 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit. 2 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
AuB—Appling-Urban land complex, 2 to 10 percent slopes
Map Unit Setting
National map unit symbol. 3yfq
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Appling and similar soils: 55 percent
Urban land: 35 percent
Minor components: 9 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Appling
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy loam
E - 6 to 9 inches: sandy loam
BE - 9 to 12 inches: sandy clay loam
Bt - 12 to 48 inches: clay
13

Custom Soil Resource Report
BC - 48 to 53 inches: sandy clay loam
C - 53 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 8.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Parent material: Impervious layers over human transported material
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Vance
Percent of map unit. 6 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit: 3 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
14

Custom Soil Resource Report
CeB2—Cecil sandy clay loam, 2 to 8 percent slopes, eroded
Map Unit Setting
National map unit symbol: 3yfr
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Cecil, moderately eroded, and similar soils: 88 percent
Minor components: 12 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Cecil, Moderately Eroded
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy clay loam
Bt - 6 to 40 inches: clay
BC - 40 to 48 inches: clay loam
C - 48 to 80 inches: loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
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: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 7.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
15

Custom Soil Resource Report
Minor Components
Madison, moderately eroded
Percent of map unit: 8 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Vance, moderately eroded
Percent of map unit. 4 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
CuB—Cecil-Urban land complex, 2 to 10 percent slopes
Map Unit Setting
National map unit symbol. 3yft
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 55 to 66 degrees F
Frost -free period: 160 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Cecil and similar soils: 55 percent
Urban land: 30 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Cecil
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 6 inches: sandy clay loam
Bt - 6 to 40 inches: clay
BC - 40 to 48 inches: clay loam
16

Custom Soil Resource Report
C - 48 to 80 inches: sandy loam
Properties and qualities
Slope: 2 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: 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: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Impervious layers over human transported material
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Udorthents, loamy
Percent of map unit. 10 percent
Landform: Hillslopes on ridges
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Linear
Across -slope shape: Convex
Hydric soil rating: No
DuB—Durham loamy sand, 1 to 6 percent slopes
Map Unit Setting
National map unit symbol. 3yfw
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
17

Custom Soil Resource Report
Map Unit Composition
Durham and similar soils: 78 percent
Minor components: 22 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Durham
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and/or gneiss
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 15 inches: loamy sand
Bt - 15 to 33 inches: sandy clay loam
BC - 33 to 56 inches: sandy clay loam
C - 56 to 80 inches: sandy loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
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: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Appling
Percent of map unit. 10 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Vance
Percent of map unit. 5 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
18

Custom Soil Resource Report
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Helena
Percent of map unit. 4 percent
Landform: Ridges
Landform position (two-dimensional): Summit, footslope
Down-slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: No
Wateree
Percent of map unit: 3 percent
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
LoB—Louisburg (Wateree) loamy coarse sand, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 3yg4
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Wateree and similar soils: 70 percent
Minor components: 30 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wateree
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and/or gneiss
Typical profile
A - 0 to 11 inches: loamy coarse sand
Bw - 11 to 22 inches: sandy loam
Cr- 22 to 50 inches: weathered bedrock
R - 50 to 80 inches: unweathered bedrock
19

Custom Soil Resource Report
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock; 40 to 60 inches to
lithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to low (0.00 to
0.01 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 1.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Louisburg
Percent of map unit. 11 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Saw
Percent of map unit: 8 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Wedowee
Percent of map unit: 5 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Wake
Percent of map unit: 5 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
20

Custom Soil Resource Report
Rock outcrop
Percent of map unit: 1 percent
Hydric soil rating: No
Pt—Pits
Map Unit Setting
National map unit symbol. 3ygb
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 50 to 66 degrees F
Frost -free period: 145 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Pits, quarry: 95 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pits, Quarry
Setting
Parent material: Granite and gneiss
Typical profile
R - 0 to 80 inches: bedrock
Properties and qualities
Slope: 0 to 700 percent
Depth to restrictive feature: 0 inches to lithic bedrock
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Very low to low (0.00 to
0.01 in/hr)
Available waterstorage in profile: Very low (about 0.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
Minor Components
Udorthents
Percent of map unit: 5 percent
Down-slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
21

Custom Soil Resource Report
MGY=U
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
Wh—Wehadkee silt loam, 0 to 2 percent slopes, frequently flooded
Map Unit Setting
National map unit symbol: 3ygk
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Not prime farmland
Map Unit Composition
Wehadkee, undrained, and similar soils: 85 percent
Wehadkee, drained, and similar soils: 5 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wehadkee, Undrained
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy alluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 8 inches: loam
Bg - 8 to 43 inches: sandy clay loam
Cg - 43 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Ponded
22

Custom Soil Resource Report
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: Frequent
Frequency of ponding: None
Available water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Description of Wehadkee, Drained
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy alluvium derived from igneous and metamorphic rock
Typical profile
Ap - 0 to 8 inches: loam
Bg - 8 to 43 inches: sandy clay loam
Cg - 43 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Ponded
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: Frequent
Frequency of ponding: None
Available water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Chewacla
Percent of map unit: 4 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: No
Riverview
Percent of map unit: 4 percent
Landform: Flood plains
Down-slope shape: Linear
Across -slope shape: Linear
23

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=n res142p2_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/
n res/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/detai I/national/soils/?cid=n res 142 p2_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=nres 142p2_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=stelprdb1043084
25

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 43041. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=n res 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=nres142p2_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_052290.pdf
26

NEWTON DAIRY ROAD/ BIRCH AND BOBBIT STREET
SEWER EXTENSION PROJECT
ITY OF HENDERSON
✓ANCE COUNTY, NORTH CAROLINA
CDBG-1 PROJECT NO. 14-I-2658
12mcGi,oll
A S S O C I A T E S
ENGINEERING •PLANNING.FINANCE
124019th STREET, LANE NW HICKORY, NC 28601 PH. [phone] FIRM LICENSE # C-0459
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
sex —
20622
°moo fNGINE� i
G
o�4Qy,`c�
til Ill�r`
SEPTE BER, 2016
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET E-101 .....
PUMP STATION SITE PLAN,
SCHEDULES, AND DETAILS
G-002 ..... GENERAL NOTES & LEGEND
E-501 .....
ELECTRICAL DETAILS
C-101 ..... PROPOSED 8" GRAVITY SEWER LINE A
STA. 10+00 - 19+00 E-601.....
SYSTEM ARCHITECTURE
C-102 ..... PROPOSED 8" GRAVITY SEWER LINE A C-501 ...... DETAILS
STA. 19+00 - 22+57
C-103 ..... PROPOSED 8" GRAVITY SEWER LINE B
STA. 10+00 - 17+27
C-201 ..... PROPOSED 12" GRAVITY SEWER LINE C
STA. 0+00 - 11 +00
C-202 ..... PROPOSED 12" GRAVITY SEWER LINE C
STA. 11+00 - 23+00
C-203 ..... PROPOSED 8" GRAVITY SEWER LINE C
STA. 33+75 - 22+95
C-204 ..... PROPOSED 12" GRAVITY SEWER LINE C
STA. 33+75 - 42+68
E-001 ..... ELECTRICAL LEGEND, NOTES,
SCHEDULES, AND ABBREVIATIONS
C-502 ...... DETAILS
C-503 ...... DETAILS
BEE RE YOU DIG'
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI

GENERAL NOTES:
PROPERTY AND RIGHT-OF-WAY INFORMATION ARE FROM TAX MAPS AND
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN THE ORIGINAL SITE, OR AS NOTED.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
LOCATIONS ARE 70 BE Fl I Fl 7
L VERIFIED N THE FIELD S THE CONTRACTOR. A LEAST THREE
DAYS BEFORE
TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG. NORTH CAROLINA ONE CALL (1-600-632-4949).
ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER RESOURCES.
CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
WATER LINES SHALL HAVE 3' MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS
WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL
SEPARATION OR A MINIMUM 24' VERTICAL SEPARATION WITH WATER OVER SEWER, OR
BOTH WATER AND SEWER UNES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
GENERAL CONSTRUCTION NOTES
REVISION DATE -JUNE 16, 2009
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24' VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD DUNG CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED
WATER LINE WILL BE MOVED.
13, ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT THE CONTRACTOR'S EXPENSE.
14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFUCT WITH
THE PROPOSED WATER UNE WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL BE
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER UNE AND RE-LAID
AT NO ADDITIONAL COST TO THE OWNER. .
I. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS THE ENGINEER MAY MAKE GRADE
CHANCES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BD PNCE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 5' MAXIMUM THICKNESS,
WIN WATER ADDED OR SOL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED VAN A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95X(10Wf IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
BBT ED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE MATH THE STANDARD PROCTOR
METHOD OF MOISTURE -DENSITY RELATONSHB TEST, ASHY D690 OR AASOO-99 UNLESS SPECIFIED N OTHER
SPECIFICATIONS.
3. ENTRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSCN CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING. CLEARING OR GRUBBING. ALL ER0.CON CONTROL OUNCES SUCH AS SILT FENCES. ETC.. SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL PAYMENT SHAT. BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF WRING THE LIFE OF TE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANCES FINISH GRADES OR CREATES 'OUWEY AND 'WASHED AREAS', THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT STE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND (RUBBING WASTES SHALL BE REMOVED FROM THE STE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE
B. SOA WASTES TO BE REMOVED, SUCH AS SIDEWALKS. CURBS, PAVEMENT. EDC.. MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DEUNEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF Y. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS WHEN DISPOSAL STU ARE NOT
PROVIDED. THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE STE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED unuTIES SUCH AS CULVERTS WATER PIPE. HYDRANTS. CASTINGS, PIPE APPURTENARCE&
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY ACENCY. OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECDTED OTHERWISE
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UIUTY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
S. THE CONTRACTOR STALL CONTROL ALL'OUSY BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED. FERTLDZED AND MULCHED ACCORDING TO THE
SPECFlCATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH. FREE OF ALL ROCKS LARGER
THAN 3. EQUIPMENT TRACKS, DIRT CLODS. BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING THE SURFACE
SMALL BE LOOSENED TO A DEPTH OF i4'-6' TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL'HYDRO-SEEDER'. HAND SEWING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD MEN BE MATTED WITH
SHORT-TERM PHOTODECRADABLE EROSION CONTROL MATING
10. WHERE SPECIFIED. STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHM
M-36. WITH RERO XD ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS 16' PIPE SHALL BE 16
GAUGE, 24' AND 30' RPE SHALL BE 14 GAUGE AND 36- PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED
ON THE BANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR RAIN PIPE OR 1032-4
(A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL 'B' TYPE
WHERE SPECIFIED. ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HOPE} SMOOTH WALL
INTERIOR, WITH WATER TIGHT JONES, BACKFILLED WITH 1 57 WASHED STONE UP TO MIN. 6. OVER THE TOP
OF THE PPE HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WE
OR APPROVED EQUAL
WHERE SPECIFIED. ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M-274. ALL RPE SHALL BE FURNISHED MAIM RERCJ.ED ENOS AND SHALL BE JOINED WITH MUGGER
BANDSTHE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24' DIAMETER SHALL BE 15
GAUGE. PPE THROUGH 42* DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54' DIAMETER SHALL BE 12
GAUGE
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BODE INSTALLATION OF FACILITES.
12. CATCH BASNS CAST -IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 640-3. CURB INLET CATCH BASIN
T
SHACONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 640.14. JUNCTION BOXES STALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-32330, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL DROP INLET FRAME AND GRATE SHALL BE NEEAH R-M39A OR EQUAL FIELD INLET
COVER SHALL CONFORM TO NCOOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NOWT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL RD CUSS A OR B. 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHAT MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 630 AND/OR 634.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
1& PRE CAST CONCRETE BOSS ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND at A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS
A PROTECTIVE BARRIER BETWEEN TRACK EOUIPMENT AND THE ROAD AND CLEANED UP PROPERLY
AFTER CONSTRUCTION.
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS
PRIOR TO MOVING ANY UNE&
17. CONTRACTOR SHALL PROVIDE GROUNDCOVER PER NPDES REQUIREMENTS SEE CHART THIS
SHEET.
18. ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED
AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES
AS WELL AS THROUGHOUT THE DURATION OF THE PROJECT AND UNTIL PERMANENT
VEGETATION ON THE PROJECT IS ESTABLISHED.
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL AND LAND
RESOURCES (DEMUR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL
WORK. REVISION DATE -NOVEMBER 24, 2008
1. - CALL THE LAND QUAUTY SECTION AT 919-791-4200 BEFORE LAND DISTURBING ACTINTES BEGIN. PRIOR TO
BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OMER A COPY OF THE 'EROSION
AND SEDIMENT CONTROL APPROVAL- FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES. DIVISION OF ENERGY, MINERAL AND LAND RESOURCES OR THE LOCAL AUTHORIZED PROGRAM. THE
APPROVAL NOTICE MUST BE AVAILABLE ON-STE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES
2 - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES LAND QUALITY SECTION.
1��IITY INSTAILAT" WITHIN 25! OF A RIVER
AS ��Whl SILT FENCE IN THWAL�ff il&
99�2CREEK BANK UNLESS FIEI9ffC95TIQNS PREVENT SUFFICIENT CLEARANCE ;ff
3. - NO WON SHALL BE PERFORMED N STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWO
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS).
4. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ND
ON THE PLANS ATHE MARKERS ARE TO BE VISIBLE AT ALL TRIES DURING CONSTRUCTION.
5. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-STE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIAD
VISION OF ENERGY, MINERAL AND L
RESOURCES, LAND QUALITY SECTION.
6. - CONSTRUCTION 94ALL BE UMITED TO 200E OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUM FILLS. AND DITCHES
ARE STAIRUZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION AMMER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
7. - ALLSTREAM CROSSINGS AND PERENNIAL STREAMS WELL BE ALIGNED WITH THE NATURAL STREAM PATTENS ABOVE
FD BELOW THE PROPOSED ROAD. ARCH CULVERTS PALL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLAW
S. - PROCEED WITH OMACRIC, CLEARING AND GRUBBING NOTE: NO OF STE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL 97E HAS AN APPROVED EROSION CONTROL PLAN.
9. - SED AND PLACE EROSION CONTROL MATING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
10. - ALL TEMPORARY STREAM AND GREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BR OGES NO STREAM BANK OR STREAM 8E0 DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSNS.
11. - SEED AND MULCH DEEDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEE CHART (THIS
SHEET) FOR ADDITIONAL SEEDING REQUIREMENTS SEED AND SOL AMENDMENTS SHALL BE PLACED ON A
PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL RE TACKED WITH TACKING AGENT
APPLIED BY HYROSEEOER APPLY EMULSIFIED ASPHALT AT 0.10 GALLON PER SQUARE YARD.
LIME 4.000 LBS
FERTILIZER (10-10-10) 1.000 Les
KY -31 FESCUE 100 LBS
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE
GERMAN MILLET 40 LEIS
SMALL -STEMMED SUDAN GRASS 50 LBS
FOR VANIER SEEING ADO TO THE ABOVE
REE GRAM 120 LBS
IF HTDROSEEDING WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE. HYDROSED FROM TRUCK OR TRAILER UNIT, USING TRUCK MOUNTED OR HAND HELD SPRAYER. A
TWO STEP METHOD SHALL BE USED ACCORDING TO THE FOLLOWING,
STEP
1 -1/3 MULCH, ALL SEEDING AND ALL INOOAANT SPREAD N ONE DIRECTION.
STEP 2 -2/3 MULCH. RATE APPUED IN OPPOSING DIRECTION.
ALL SEEDING SHALL BE MAINTAINED. WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISIURBED AREAS.
POE LIVE SEED SMTCHCRA55 TO THE ABOVE 4 LBS
BROWNTOP MALLET 8 LBS
GRAIN SORGHUM 2 LEIS
THE CORRECT SEMO PH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOL AMENDMENTS INTO TOPSOL/R00T ZONE BEFORE SEEDING.
FIRM SEEDBED SUCRE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. (EXCEPT E.GAMAGRASS) NEED TO BE 1/4- - 1/2-.
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIAUZED SEEDING IMPLEMENTS ARE REQUIRED. SEW MIXES AND RATES TO MATCH SEEDER USED. A NO -TIL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NAIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREM OR RIWRBANK STABILIZATION
SEWING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES. PLANTS AND
TREES NATIVE PLANT MIX SMALL INCLUDE THE FOLLOWING
GRASSES - BG B.UESTEM. INDIAN GRASS LITTLE BLUESTEM. SMTCHGRASS 5 USS/ACRE EACH
AUGUST THRU MAY - GRMIRYE 25 LSS/ACRE EACH
MAY 1 THRU AUGUST - MILLET 25 LBS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMCNUM). SILKY WILLOW (SAUX SERICEA), HAZE ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SA@UEUS CANADENSS)
NATIVE PANT MO VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK
12 - MAINTAIN SOL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABUSHED.
13. - REQUEST FINAL APPROVAL BY THE NORTH CAROUNA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY. MINERAL AND LAID RESOURCES LAND QUALITY SECTION
14. - UPON APPROVAL, REMOVE EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
PROPOSED EROSION CONTROL
AND STORM DRAINAGE LEGEND
®
❑o
CURB INLET WITH
7 DAYS
TEMPORARY INLET PROTECTION
®
ONW INLET WITH
WTI
TEMPORARY INLET PROTECTION
iR
DROP INLET WITH TEMPORARY
v
INLET PROTECTION (WATTLE)
------
UNITS OF DISTURBED AREA
7 DAYS
TEMPORARY AT FARCE
OR
LEVEL SPREADER
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
STORM DRAINAGE PIPE
®,®
STORM DRAINAGE PIPE WITH
ALL DIMER AREAS WITH
FLARED END SECTION AND
NONE (EXCEPT FOR PERIMETERS
RIPRAP OUTLET PROTECTION
lop
FLARED END SECTION WITH
RIPRAP CUTLET PROTECTION
®®
TEMPORARY SLOPE DRAIN
®
STRAW ROLL WATTLE
TEMPORARY DIVERSION DITCH
ro..ro-r.
PERMANENT DIVERSION DITCH
ROLLED EROSION CONTROL
'
PRODUCT (NAG S75 OR EQUAL)
RI�+e6�-4
RIPRAP UNED DITCH
GRASS LINED DITCH
P .* P
PAVED DITCH
-•-
BUFFER
Ij
EXISTING CULVERT PROTECTION
®
TEMPORARY EXC. DROP INLET PROTECTION
®
TEMPORARY BLOCK A, GRAVEL INLET PROTECTION
®
SOO DROP INLET PROTECTION
®
ROCK DOUGHNUT BEET PROTECTION
TEMPORARY SEDIMENT TRAP
QSEDIMENT
BASIN
®
ROCK DAM
QSKIMMER
SEDIMENT BASIN
®
POROUS BARES
STABILIZED CONSTRUCTION ENTRANCE
O
S70RM MANHOLE
W
JUNCTION BOX
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
------------------------------ -- CULVERT Oe�m.
o IGPEDESTAL
SIGN -. -. -. -. -• - FENCE
__-�- APPROXIMATE LOCATION OF )WIN STREET SIGN
-'- EXTSRINC SEWER UNES
APPROXIMATE LOCATON O' "' UNDERGROUND CABLE TV SIGN
DISTNG WATER UNES - UNDERGROUND FRIER OPTIC CABLE SIN
_-- APPROXIMATE LEGATION OF
EXISTING GAS LINES{uc UNDERGROUND 1ElEPHCAE CABLE SHIN
-----'-'-
DIS UNE INTERSTATE MLHWAY
---- - --- APPROMMATE LOCATION OF U.S INi1WAr
UNDERGROUND CABLE TV UNE ® CONCRETE MONUMENT
APPROXIMATE LOCATION OF
OVERHEAD CAGE TV UNE R pW Vax MGHT-OF-WAY MONUMENT
------------------ APPROXMATE LOCATION OF yIe MAILBOX OR PAPER BOX
UIWERWXMD ELECTRIC UNE
APPROXIMATE LOCATION OF O POSTAL DROP BOX
-- OVERHEAD ELECTRIC UNE Wp UTILITY POLE
U/G TEL APPROXIMATE LOCATION OFWurc UTILITY POLE ICTV)
UNDERGROUND TELEPHONE UNES ♦u, UIW/TY POLE (UGHT)
APPROXIMATE LOCATION OF •uvLTEc UTILITY POLE (ELECTRIC)
OVERHEAD TELEPHONE UNES WUPrtt. UTILITY POLE (16EPHONE)
RIGHT-OF-WAY SIF- UTILITY POLE (ELECTING & TELEPHONE)
QST © TREES/SHRUBS 0- UTIUTY POLE (ANCHOR)
TREELINE �- LRYR POLE
BLGM BLACK GUM •_ POWER POLE
SLOAK BLACK OAK GUY WIRE ANCHOR
C. CHESTNUT OAK O MANHOLE
P. POST OAK 0- ,UNCTION BOX
ROAR RED WK O ELECTRIC MANHOLE
W. WHITE OAK O STORM DRAIN MANHOLE
WPINE WHITE PINE O SANITARY SEWER MANHOLE
W.CHERRY WILD CH DBY O FIBER OPTIC MANHOLE
YNE .PYELLOW NNE 01Wx TELEPHONE MANHOLE
E.I.P. EXISTING BON PIPE OR PIN ORO, SEWER CLEAN-OUT
R/W RIGHT OF WAY O 1 ELECTRIC SERVICE SNB -OUT
Q CDUERUE 0 ca GAS SERVICE SNB -OUT
C CURVE (SEE CURVE TABUS) WF CATCH BASIN/DROP INLET
L UNE (SEE UNE TABLE) OWR WATER METER
Bf➢G BUw OM FIRE HYDRANT
CP CAST BOR PIPE WATER VALVE
CMP CORRUGATED METAL PIPE GAS METER
CONC CONCRETE GAS VALVE
CPP CORRUGATED PLASTIC PIPE '° IRRIGATION CONTROL VALVE
DIP DUCTILE BOH RPE ^^ POST INDICATOR VALVE
E&T ELECTRIC RTEUPHONE ■ ELECTRIC CABINET
FOC FIBER OPTIC
CABLE ■ ELECTRC JUNCTION BOX OR WiLEf
GP GALVANIZED BON PIPE ■ ETRANS� ELECTRIC iRANSORMER
0/H OYOU'm c 05 RESAR WIN CAP SET
RW REINFORCED CONCRETE PIPE O SPIKE OR NAL SET
U/G UNDERGROUND POINT NOT SET
VCP VITRIFIED CLAY PIPE C IRON PIPE FOUND (PROPERTY CORNER)
NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - NOVEMBER 3, 2006
FEDERAL NPOES STORMWATER PHASE I REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
CONSTRUCTION ETES WINGER THAN T ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
THE PIAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION INTRO.
PLAN WELL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2 - PREVENT &-LUNG OF FUELS. LUBRICANTS, COOLANTS, 14YDRA000 FLUIDS AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS DISPOSE OF SPENT FUELS
APPROPRIATELY.
& - USE HERBICIDES. PESTICIDES, AND FERTIUZER IN A MANNER CONSSTE14T WITH THE FEDERAL
INSECTICIDE. FUNGICIDE AND RDIKNTICIDE ACT AN IN ACCORDANCE WITH LABEL RESTRICTIONS
C - CONTROL MANAGEMENT AND DISPOSAL O UTTER AND SANITARY WASTE FROM THE SITE SO THAT
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
& - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA -APPROVED 303(4) LLST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE MAN 0.5
INOF RAN IN 24-HOUR PERIOD. MAINTAIN A RAIN GAUGE ON STE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES
6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOO( FOR CLARITY, FLOATING SOLIDS.
SUSPENDED OILS CL SHEEN AND OWER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSON AND SEDIMENTATION CONTROL MEASURES IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION 70 CONTROL THE DISCHARGE
7. - KEEP A RECORD OF INSPECTIONS RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEGMENT. MAKE THESE
RECORDS AVAILABLE TO THE DIVISION O WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
& - MAINTAIN OWSON AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY O THE OEMRAI PERMIT TO DISCHA S STORMWATER
UNDER THE NATIONAL POLLUTANT DISCHARGE UUMINATOI SYSTEM.
VIOLATIONS OF THE NPDONSTITUT
ES STORMWATER RULES CE A VIOLATION OF THE FEDERAL CLEAN
WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO 927.000 PER DAY. UNDER STATE
UW. A DAILY CML PENALTY OF $10.000 PER VIOLATION CAN BE ASSESSED FOR MOLA00N OF
TERMS OF THE PERMIT.
STE AREA
aMsemm
ITARII "AIM
TRAFFRAME
eTARA 17ATON
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWAES
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HOW) ZONES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS N LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER
THAN 50 FEET N LENGTH
ALL DIMER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER MAN Y.1
AND HOW ZONES)
NOTE: NO FERTILIZER SHALL BE USED WTHIN 10' OF TOP OF STREAM OR RIVER BANK.
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
9
BEFORE YOU DIGI
CALL 1-800-632949
N.C. ONE -CALL CENTER
IT'S THE LAW!
REVISION DESCRIPTION
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�\ TDP EL: 476.02•
LINE A
EACH SEPTIC TANK SHALL BE DEMOLISHED BY THE
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WSEWER
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TANKSHALL INCLUDE ANNTs
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VANCE COUNTY
\ EXISTING 8" CITY OF HENDERSON
cRAwTY SEWER LINE
\ PARCEL ID: 1984-02-7450
GRAPHIC SCALE 1 INCH= 30 iF.EI'
OF THE EXISTING SEPTIC TANK AND HAULING CONTENTS
OFF -SDE THE TANK TOP SHALL BE REMOVED AND
PROPOSED GRAVITY
N MAULED OFF SITE AND THE TANK SHALL BE FILLED ROK WITH SEWER UNE B A
SAND. THE SEPTIC TANK SHALL BE BROKEN
W '
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\ 1 SANITARY SEWER MANHOLE
\7 I 476.04'
DOWN TO AT LEAST 7-8' FROM GROUND SURFACE AND (SEE SHEET C-103)
T LETINGAST
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8" PVC IN I.E.: 470.06' x �-
PROPOSED MH, 3A
CATCH BASIN
SELECT BACKFILL MILL BE USED TO RESTORE AND
RE_ESTABUSH RQUID COVER
Vaj
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8° PVC OUT I.E.: 470.00'
DOG HOUSE MH,# 1A CONTRACTOR SHALL
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STA. 14+84.23
476.23' N: 942524.37
REPLACE ANY E: 2180463.30
TANKOGREEN
ZPROPOSED
OVER EXISTING SEWER UNE DAMAGED FENCE WITH
1a - I IPS GPS STATIC
%RATEL:
EQUAL TO
CATCH BASINPAINT
EXISTINGSTA.
EL: 483.67'
10+00.00 N:942760.35 OR GREATER THAN MATERIALSGRATE
942965.38 E: 2180491.27 (TYPICAL)
CB
WATER LINE
6" PVC I.E.: 482.1
;; VI I 1 c�N:
� P ( y ��
O
0mEL
E: 2180568.15 476.27
GRAVITY
80.05
80.05 LF B' DIP
1 SEWER UNE A
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XPOSED
11\ EXPOSED-
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NL SET
6J I E: 122-01
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DITCHLINE _vim`--- EL•480.48
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SEWER UNE A cP NL SET
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EXISTING E; 2180155.60
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I \ \ EXPOSED 1 � - ro _---- _x�-• d SEWER SERVICE
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APPROXIMATELP- 1 i ,1. \III LE.: 480.62'
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CTI - W00p1.96 LF POST
COUNTY
�i POST UP CTY OFEHENDE SON
D PARCEL ID:
1 Aas
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i i
PROPOSED\ MH#
DRIVE REPAIR VANCE COUNTY 1 III
CITY OF HENDERSON i I 11
, A 1964-02-2634 /
op
UI DING UI.
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- L%
15' TEtPORARY'
I I
STA. 10+BO.05 CONS UCTION
PARCEL ID: 1984-02-7450 F
1 ✓ 2" OTIPF
/
_ m AB uN��1GS•
/
N: 942927.07 EAS MENT
�\
1
30' PERMANENT 1 --
""nll,llmllma•
E. 2180497.86
EASEMENT 1 °=''
I CONTRACTOR SHALL REPLAC ANY
U Z
480.77 O • DAMAGED
GREATER CETHAN MATE \ALS 1
CONCRETE SUPPORT \
$TA. 11+68 ���`
��_______________�`--�-"�
N. CONCRETE SUPPORT ��
�=:21$TA. 12+06 -_�
\ �,__---- -
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- ---�- VANCE COUNTY r 1 3 I'
CITY OF HENDERSOLJ m i
ARELI ARIAS I
I VANCE COUNTY (TYP CAL) AWAREZ DANIEL W ORR
CIN OF HENDERSON PROPOSED MH A PARCEL ID: PARCEL ID:
PARCEL ID: 1984-02-3624 1984-02-1674 1984-02-1519
STA. 18+06.2 1
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----.PARCEL-IDS
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STA. 10+OD. APPROXIMATE �""""'"'
N:942530.3 EXISTING SEWER
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MATCHLINE STA'
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LOCATION AND CONNECTION
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(TYPICAL)
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NOT RELEASED FOR
-
o Z
o
BEFORE YOU DIGI
CONSTRUCTION
NOTE: QUANTITY AND LOCATION OF EXISTING UTIUTES AS SHOWN ARE APPROXIMATE ONLY.
CALL 1-800-632-4949
N.C.ONETHEL VVI
17'5 THE LA.wI
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EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
NO. DATE BY
REVISION DESCRIPTION
8
PROPOSED 811
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1974-92-9086
HENDERSON. JR
PARCEL ID:
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LEGEND-
NOTES
L EXISTING TOPOGRAPHY FRON CITY OF HENDERSON AERIAL TOPOGRAPHY MAPS.
C,P
'¢'g
OPEN BUTLER AND BRAME
THM NO. I -TOP
HEND40-MHOBS
W
V
o UTILITY POLE
COrn o BEAN OUT
THE CENTERLINE OF THE PROPOSED SEVER MAW WAS STAKED IN THE FIELD AND
O
o
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EX= MANHOLE
TOP ELEV 4.0.
:v
r*1 z
MH © SANITARY SEVER MANHOLE
CF THE PR ELE OF THE WERE DETERMINED IN THE FIELD FOR THE ER MDNT
THE D< TIME WOUND OVER THE SEVER MAIN
1
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` PZ- NL
42
I.I. 420.67, I.O. 420.58
(moi
Q Z
• IRON PIN FOUND
—G— EXISTING GAS LINE
THEEXISTING
UCT IN O
2. EARTH BERMS. ETC THAT THE CONTRACTOR MAY CONSTRUCT IN ORDER TO FACRITATE
EA SUMS.
THE CONSTRCCTION OF THE SEVER MAIN, SHALL BE REMOVED VHEN THE SEVER MAW
I
Zy
f
,\
ul
• J
—�— EXISTING SANITARY SEVER
EXISTING SANITARY SEVER
EXISTING WATER MAI"
IS COMPLETED RNO ALL DISTURBED AREAS ARE TO BE RESTORE TD PRE-CONSTRIICTICIT
°-EBBE➢ W AND SEE➢E0.
LLL SEVER
3. ALL SEYER MAINS ARE TO HAVE MINIMUM COVER OF 3D'
EXCEPT W THOSE AREAS WHERE THE SEVER MAINS ARE ENCASED 1H
O
mW
'AOL.
1 \ i
I ,\'/ N
` z
0 EXISTING WATER METER TO
BE REMOVED
CONCRETE.
i
- � �
•
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9 NEW RADIO READ WATER METER
AND METER BOX
A. SOME EROSION CONTROL MEASURES ARE SHOWN ALONG THE CUTER EDGES OF
NEIF
THE PERMANENT SEWER CASEMENT, ADDITIONAL WORK ROOT IS NEEDED,
INSTALL THE EROSION CONTROL MEASURES ALONG THE CUTER EDGES OF THE
I
I
IS 15'• )T
THE CITY OF HENDERSON 'L ll�
P°,1 Z
_ -
— T — UNDERGROUND TELEPHONE LINES
— E — °VERHEA➢ ELECTRIC POWER LINES
—425— TOO YEAR BASE Fl -GOD ELEVATION
VETLAN➢S BOUNDARY
426.5 E%1Si1NG SPOT ELEVPTIWI
EXISTING CONTOUR FROM CITY
.._..444 .._ -- O- HENDERSON AERIAL
2POWAHIC MAP
12N=1
CONSTRUCT DON EASEMENTS. ALL COSTS OF CLEARING WITHIN THE PERMANENTAND LEGEND
CONSTRUCTION EASEMENTS ARE TO BE INCLUDED W THE UNIT BID PRICE FOR RSS - -CCK SD.T SCREEN
SEVER LINE INSTALLATION. SCD - STONE CHECK IMAM
5. THE CONTRACTOR SHALL CHECK THE INVERT ELEVATION OF THE EXISTING SD ' SLOPE °�"
SLYER W11N AT THE LOCATS[IN ff PROPOSED MAW8ILE N0. t BEFORE CONSTRUCTING RRA - RIPRAP APRON
MuuiRE NO. I AND MTV THE ENGINEER IF THERE' IS ANY DEVIATION TO - TEIPORART DIVERSION DITCH
FROM THE COMPUTED INVERT ELEVATION AND THE ACTUAL ELEVATIOI
6 LINE ALL TEMPORARY DIVERSION DITCHES BY WITH IMG S J5. NK REFERS Tp
EROSION CONTROL PRODUCTS MANIFKTURED BY NWTN AMERICAN GREEN
' WOODS °-- \
/ INSTALL 20`LBA COERETE PIPE ENCASENEHT AT \\ 1 \N
' BUTLER ,AND BRA , EACH STRE4N W MNG PER DETAIL 'P' S SMYN ,OR T C
1 CENTER EACM ENC TENT ON CENTER OF STREAKS I
TE I, RY SLOPE DRAW ,1
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1 GRAVEL CONSTRUCTION
ENTRANCE. SEE °ETAIL
\ TYPICAL WOOD LINE AS PER
CITY OF HENDERSON AERIAL
'
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-- 02 N SV __-.-
E N °°" SA
I
On PAGE 0-503
1 P-0.12
\ TOPOGRAPHIC MAPS.
�` - i
1 WOODS ; , S
-0 50
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3 ` �•\ 4`52-' ° cON TtDN
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1 0
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LEGENDS
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MHO SAINTTARY SEVER MANHO_E
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NOTES: +C
L ALL VENT STACKS ARE TO BE LOCATED 29' ABOVE THE GRID NORT
lm YEAR BASE FLOOR ELEVPTIDN N NqD 93 _ _
2. THE EXISTTHG t2-IMCN SEVER LINE BETWEEN MANH;nEs xD] Q(i
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INSTALL THE EROSION CONTROL MEASURES ALONG THE LITER EDGES OF TME I - .. a ( 11 ! l; - Q oY /dY ` J f: * $; ,
M TRUCTION EASEMENTS ALL COSTS OF CLEARING WITHIN THE PERMPNENT AN. (/! f / / / 106 •q$; IZw \ _ "
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THE CONSTRUCTION OF THE SEVER MIN, ESPECIALLY IN VET AREAS. % i I- - J I /
REMOVED WHEN THE SEVER MAIN IS COI%.ETED B TIE DISTEI �RR��EOLALS ARE i0 !/ t/
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DISMANTLE HPNHOLE AND REASSEMBLE WITH
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14+00 13+00
12+00 11+00

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STA 33.75 - pd NOTES'
LEGENDS
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_V 0 EXISTING WATER PETER TO
BE REMOVED.
NEW RADIO READ WATER METER
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LEGEND
SSS - ROCK SILT SCREEN
SCD - STOTE CHECK DAM
SD - SLOPE DRAM
— T — LNDERGROND TELEPHOME LINES
— E — OVERPE'A➢ ELECTRIC POWER LINES
�429-1. YEAR BASE FLOOD ELEVATION
EPL- BOUNDARY
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TEMPORARY DIVERSION DITCH
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\
1 ( TYPICAL) DG, So f`CO p!
7 INSTALLED BY DRY BORING AND JACKING. MIN. WALL
TEMPORARY SLOPE DRAIN `Q THICKNESS OF ENCASEMENT PIPE TO BE 0.25' WITH MIN.
+ P P )
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\
MLLCH NAG g N ALL PIPES TOME IS' N12 PVC PIPE . SIDES ,\ \ 60,000 PSI YIELD STRENGTH
TN .
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1 - - — - -
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7
NOTES:
(/1 W
SURVEY BY
1. AFTER THE NEW SEVER OUTFALL HAS BEEN W—ITLD AND APPROVED FRB, MH 1 2. THEN THE CONTRACTOR IS TO PROVIDE NECESSARY PUMPS AND TEMPORARY PIPING
V
NATHAN HYMILLER
PRELIMINARY DESIGN BY
T, G11 1N 16. THE CENT—TOR REMOVE ALL SEWAGE 1N THE VET WELL BY AND PIW THE SEWAGE FLOW FRON —E I' AND NANFRE NIEN04DyNI .
PUWMG IT INTO THE NEW SEVER OUTFALL. THE CONTRACTOR IS THEN TO DIS ANTLE THE MTD THE COMPLETED AND APPROVED MMNO-E B 16, COLE DRILL MA„HILE YI7,
`
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JOHN HAMME
PIMP STATION, INCL-IJIU G ELECTRICAL CBPONENTS AND DELIVER ALL AND MSTALL BOOT, THEN LAY SEVER HAM FRB, MANMD,E 1 16 TD MNUQI.E B IT
SALVAGAHLE PARTS TO THE CITY OF MENDERSOWS STORAGE FCILITY. CORE DRILL MARiALE B 17 FOR THE B' SEVER MVA. CORE DRILLING AND INVERT
REMOVED TO L5'BELOV EXISTING GRADE. IS SEPARATE BID ITEM PUWING
Q R73
CIVIL ENGINEER, PA 151
CIV, BELLE STREET
ALL CONCRETE SHALL BE RESHAPING SEWAGE SHAA BE
ptAI11AGE HRES ARE M BE MADE IN THE WETVELL SUFFICIENT TO PREVENT CONTINUED UNIR THE RESHAPED MVMT HAS SUFFICIENTLY SET, THEN RENIVE
UU
• z
HENDERSON,N.C. 27536
AN ACCUWJLATIBN 6 WATER IN TK VET WELL AND TIEN FILL THE VET WELL EXISTING SEWER MAIN FROM MANH0.E Y 17 TO THE WET WELL AND PERMANENTLY
/ WITH SAND. PROVIDE ADDITIONAL FILL MATERIAL AS NEEDED AND GRAN' THE AREA PLUG THE OLD INVERT OUT AFTER THIS vOR% HAS BEEN APPROVED BY THE CITY.
AND SEED, MULCH AND TAU( ALL DISTURBED AREAS ARBND THE DISMANTLED THE CWTRACTOR SHALL REMOVE PUIPS AID TEMPORARY PIP. AND DRESS W
PUMP STATIM. AND CLEAN UP THE SITE AND SEED ANY RENAOONI OISIURBED AREAS. TIE COST OF
/I G'�•I
VM
FINAL D RAW I N G '"
° � ` PROW D NG PB PING AND TEMPORARYMSTI P PING SHALL G, CONSIDERED TO BE AN
I„TERCML PART IN THE RSTATION DNE WALING,
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DIDCO REM.
1 HOST EROSION CONTROL MEASURES ARE SHOWN ALONG THE OBER EDGES OF
Z
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-FOR REVIEW PURPOSESONLY-
THE PERMAENT SEVER EASEMENT. IF ABNTIMAL VOR, ROOK IS ME DEB,
SS i INSTAL THE EROSON CONTR0. UE
MEASS ALDNG THE BUYER LIMITS OF HE
- CONSBNRUCTION EASEMENTS
K
r 1
ALL COSTS OF CLEARING WITHIN THE PERMANENT AMD)
CSTRIUCTIBI EASEMENTS IT WEX. ARE M BE INCLUDED IN THE UNIT BID
/ PRICE
EGE„D
RSS - ROCK SILT SCREEN
z
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z
NOT RELEASED FOR
SEVER PIPE INSTALLATION.
A52” M. THE PROVISDBI If PUMPS, SUP 1 P -HE AND REROUTING SEWAGE' LABOR AND
ACCESSORIES SHALL BE CONSIDERED AS AN .TERGA. PART 6 'DISMANTLE
SCD - STBE EHEC% DAM
SD -_SL DPE DRAIN
RRA RIPRAP ARRON
A
V 0 a -
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CONSTRUCTION .-
CNIMEN
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�"�� d� �-'-� SEED, Mulcx AND TAC% CONTRACTOR H REPLACE ANY
SEED,
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WITH NAG 573
"a" ABS
D - rEWDRnav orvERVBN DIrcH
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_ OR GREATER THAN
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.ti/` PaDPasEn I.
/ SEE NOTE D Z CONSTRUC t
T BNE"sENENr
STA 42«68 -, sE MaTF.t
TOP ELEV 448.75
�._.. IPF :'21"/ WOODS ADDVE - 6
i'
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AANHOG__�^Terrrs:
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LEGEND:
CO o UTILITY PCEE I ..
_�..�. i EA'ORARY I 171'26'51.
•�X[;TI CH�EMi CI '� —' �. �.._�
0b P ANHaIE \
-_
'c'o'" _
CO; CLEAN OUT i
2 I f+'
,N� ECB4STRUCiION __—�-[�
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I ---�--� Y Lt 2M.0' APRON RRA B I
R,
_ J6"Nb*
i $
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NH© SANITARY SEVER MANHOLE ��R
I
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I THICK LAYER OF
\31'V
% A 'Eg
• IRON PIN EBRD
—c— EXISTING CAS LME I l 3.-,
EXISTING SANITY—SEVER \",
, _-_�'�i
I _-_-__ �- _ CLASS B SIM Lg1D--�-
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-= ROC„Mrl 'eA.SENENj aha 3 =I..
PROPOSED SANITARY SEWER
/SMALL ST'
- --� _
... .
I .. \\aX4�
_V- EXISTING WATER MAIN
D EXISTING WATER NETER TO
BE REMOVE I
MEW RADIO READ WATER METER
AND METER BOX
—r — INNRCROUND TELEPHONE LINESIa'nisB
E AD ELECTRIC POYEH uNES
_ ___-_ AA
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DF
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AREA �- ->5i"•T CK urER B' WILKERSON HEIRS
cLgss SS'Tars.
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HENDERSON AERIAL
TOPOGRAPHIC MAP
_ ; DISTURB
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I I" .. BUFFERED" (,REAS \��ON
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44+DO 43+00 42+00
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35+00 34+00 33+00
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7

LIGHTING MOUNTING AS NOTED
SYM30L
DESCRIPTION
O
CEILING MOUNTED FLUORESCENT FIXTURE; LETTER
48 -AFF
INSIDE OR BESIDE DENOTES FIXTURE TYPE
m
CEILING MOUNTED FLUORESCENT LIGHTING FIXTURE,
SWITCH, 3 -WAY
WIRED FOR NORMAL/STANDBY POWER OPERATION;
48 -AFF
LETTER INSOE OR BESIDE FIXTURE DENOTES
SDM
FIXTURE TYPE
a
WALL MOUNTED FLUORESCENT FIXTURE
O
CEILING MOUNTED INCANDESCENT OR H.I.D. FIXTURE
`O
WALL MOUNTED INCANDESCENT OR H.I.D. FIXTURE
SWATCH, MANUAL MOTOR STARTER, RATING
UNDERGROUND SECONDARY ELECTRIC SERVICE
0wp
POLE STANDARD LIGHT FIXTURE UNIT - SINGLE ARM
----FOU----
POE STANDARD LIGHT FIXTURE UNIT - DOUBLE ARM
•
POLE LANTERN TWE UGIT FIXTURE UNIT
®
EXIT SIGN
—XX—XX—
EXIT SIGN (DOUBLE FACE)
A
EXIT SIGN WITH DIRECTIONAL ARROW
48'AFF
EMERGENCY BATTERY PACK UNIT
y�
CONDUIT CAPPED
7
REMOTE HEAD FOR EMERGENCY BATTERY PACK UNIT
SWITCHING
SYMBOL MOUNTING DESCRIPTION
B
48'AFF
SWATCH, SINGLE POLE
S2
48 -AFF
SWITCH, DPDT
SD
48 -AFF
SWITCH, 3 -WAY
S4
48 -AFF
SWITCH, 4 -WAY
SDM
48'AFF
SWITCH, DIMMER
SP
48 -AFF
SWITCH WITH PILOT LIGHT
BM
48 -AFF
SWATCH, MANUAL MOTOR STARTER, RATING
UNDERGROUND SECONDARY ELECTRIC SERVICE
----N----
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UNDERGROUND FIBER OPTIC
NAME PLATE DATA
SMI
48'AFF
SWITCH, MANUAL MOTOR STARTER WITH IVORY,
—XX—XX—
CONDUIT WITH IDENTIFIER
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SMP
48'AFF
SWATCH, MANUAL MOTOR STARTER WITH
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CONDUIT CAPPED
PILOT LIGHT
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MANUAL MOTOR STARTER SWATCH FRACTIONAL
i
IN-LINE HOME RUN
HORSEPOWER
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48 -AFF
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R1�DESIGNATION
DEVICES ON SAME CIRCUIT,
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S
F2�
LIGHTING CONTACTOR REMOTE
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PUSH-BUTTON 'ON-OFF' CONTROL
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AMERICAN WIRE GAUGE
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OM
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SYMBOL MOUNTING DESCRIPTION
WW2 36 -AFF DUPLEX RECEPTACLE, 20A RATED
FOOTNOTE DELINEATES SPECIFIC DEVICE
DENOTES MOUNTED B' ABOVE COUNTERTOP
REQUIREMENT — SEE ABBREVIATIONS
S 36'AFF SPECIAL PURPOSE OUTLET (SIZE INDICATED
�IT ON PLANS)
IS 36 -AFF SINGLE RECEPTACLE, 20A RATED
a 36 -AFF DUPLEX RECEPTACLE -FLUSH -WITH GROUND
® FAULT CIRCUIT INTERRUPTER
Y 36 -AFF DOUBLE DUPLEX RECEPTACLE, 20A RATED
2 18 -AFF DUPLEX RECEPTACLE -FLUSH -
SURGE -PROTECTIVE DEVICE (SPD)
Q FLOOR DUPLEX RECEPTACLE- FLOOR BOX -FLUSH
® SPD FLOOR DUPLEX RECEPTACLE- FLOOR BOX -FLUSH -
SURGE -PROTECTIVE DEVICE (SPD)
Q FLOOR COMBINATION DUPLEX RECEPTACLE (SPD)/VOICE
SPD OUTLET PORT- (# DESIGNATES NUMBER OF
VOICE PORTS) - FLOOR BOX -FLUSH
-OM
MSE 48'AFF COMBINATION DISCONNECT SWITCH/MOTOR STARTER
DESIGNATION
AS NOTED MOTOR (HORSEPOWER INDICATED ON PLANS)
Q AS NOTED JUNCTION BOX
® T-1 -,��ATION
SF MER
AS NOTED CIRCUIT MONITOR
®2 AS NOTED VOLTAGE REGULATOR
SPD AS NOTED SURGE -PROTECTIVE DEVICE
f5 48'AFF EMERGENCY POWER SHUT-OFF SWITCH
® 48'AFF LOCKABLE ON -OFF -AUTO SELECTOR SWITCH
W/RED INDICATOR LIGHT
ON 48 -AFF DISCONNECT SWITCH
DSA_—
DESIGNATION
Lj,-A J 480V
50KVA TRANSFORMER
ryynl20V `-4a
Lkw VOLTAGES
SHIELDED ISOLATION TWE TRANSFORMER
n`Yi`i
PANELBOARDS
SYMBOL MOUNTING DESCRIPTION
TOP BREAKER NEW PANELBOARD - SURFACE MOUNTED
6'-0"AFF
s TOP BREAKER NEW PANELBOARD - FLUSH MOUNTED
6'-O'AFF
--- EXISTING PANELBOARD - SURFACE MOUNTED
s --- EXISTING PANELBOARD - FLUSH MOUNTED
TYPICAL ANNOTATION
PROCESS & INSTRUMENTATION LEGEND Oj DRAWING KEYNOTE
CIRCUIT TAG DESCRIPTIONS: �i DEMOLITION KEYNOTE
PANEL /—CREDIT NUMBER IN PANEL REVISION TAG
SBRCP300-15: 8 (4 #14 3/4" O REVISION CLOUD
\�\ CONDUIT SIZE
`—SIZE OF CONDUCTORS AAA
NkN INSTRUMENTATION TAG
OF SPARE CONDUCTORS
OF ACTIVE CONDUCTORS CQMDP-707 PROCESS EQUIPMENT TAG
ADD FOR TOTAL / OF CONDUCTORS VAC EQUIPMENT TAG e H
(EXADD I + 4 T 12 TOTAL NM1
CONDUCTORS)
SIX AREA NEMA DESIGNATION TAG
CONDUIT FEEDERS AND BRANCH CIRCUITS
SYMBOL
DESCRIPTION
—E—E—
OVERHEAD ELECTRIC SERVICE
—PE—PE—
OVERHEAD PRIMARY ELECTRIC SERVICE
—SE—SE—
OVERHEAD SECONDARY ELECTRIC SERVICE
—T—T—
OVERHEAD TELEPHONE SERVICE
—FO—TO—
OVERHEAD FIBER OPTIC
—CTV—CTV—
OVERHEAD TELEVISION SERVICE
- - - - - - - - -
CONDUIT - EMBEDDED IN FLOOR OR EARTH
----EU----
UNDERGROUND ELECTRIC SERVICE
----PEU----
UNDERGROUND PRIMARY ELECTRIC SERVICE
-- - -SEU- - - -
UNDERGROUND SECONDARY ELECTRIC SERVICE
----N----
UNDERGROUND TELEPHONE SERVICE
----FOU----
UNDERGROUND FIBER OPTIC
----CTW----
UNDERGROUND TELEVISION SERVICE
G
CONDUIT - IN WALL, CEILING OR EXPOSED
—XX—XX—
CONDUIT WITH IDENTIFIER
-o
CONDUIT TURNED UP
PAD MOUNTED TRANSFORMER
CONDUIT TURNED DOWN
AMMETER SELECTOR SWITCH
CONDUIT CAPPED
HEAT -VENT -AIR CONDITIONING
BRANCH CIRCUIT WIRING
PANEL
CIRCUIT HOME RUN
i
IN-LINE HOME RUN
_�
CRCUR NUMBER
— E — E —
EMERGENCY ONLY CIRCUIT
—NE--NE—
NORMAL EMERGENCY CIRCUIT
INNER DIAMETER
DEVICES ON SAME CIRCUIT,
POTENTIAL TRANSFORMER
SEPARATELY CONTROLLED
F2�
ELECTRIC FEEDER LEGEND INDICATION
PROCESS EQUIPMENT TAGGING
PROCESS SUB AREA
OEMCE NUMBER
SUB—DEVICE NUMBER
PROCESS MAIN AREA
EQUIPMENT
EQUIPMENT:
AC
AIR COMPRESSOR
MX
MIXER
B
BLOWER
P
PUMP
C
COMMINUTOR
S
SAMPLER
CFD
CHEMICAL FEEDER
SC
SCREEN
CP
CONTROL PANEL
SV
SOLENOID VALVE
D
DECANTER
T
TANK
DPC
DEFINITE PURPOSE CONTACTOR
V
VALVE
G
GRINDER
ZS
POSITION SWATCH
DUCTBANK
SYMBOLKEY
NEW CONDUIT, W
T.
Q
EXISTING CONDUIT, TW.
NOTE: REFER TO DUCTSANK
SCHEDULE k PLANS FOR EXACT
NUMBER do SIZE OF CONDUITS.
INSTRUMENT & FUNCTION TAGGING
LLL - FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS
LLL FROM INSTRUMENT IDENTIFICATION TABLE
NNNG o LETTER SUFFIX TO DISTINGUISH BETWEEN INSTRUMENTS
IN LOOP WITH SAME FUNCTIONAL IDENTIFICATION.
(USED AS REWD.)
NNN - LOOP NUMBER
A OR AMP
AMPERE
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
NPT
NOMINAL PIPE THREADS
A.C.
ALTERNATING CURRENT
OND. or GRD. GROUND
OE
OVERHEAD ELECTRIC
AF
FRAME AMPERE
H.I.D.
HIGH INTENSITY DISCHARGE
P
/ OF POLES IN CIRCUIT BREAKER
A.F.F.
ABOVE FINISHED FLOOR
HP
HORSEPOWER
PH or 0
PHASE
A.F.C.
ABOVE FINISHED GRADE
H.P.S.
HIGH PRESSURE SODIUM
PM
POWER MONITOR
A.I.C.
AMPERE INTERRUPTING CURRENT
HSPS
HIGH SERVICE PUMP STATION
PMT
PAD MOUNTED TRANSFORMER
AS
AMMETER SELECTOR SWITCH
HVAC
HEAT -VENT -AIR CONDITIONING
PNL
PANEL
AT
TRIP AMPERE
I.G.
ISOLATED GROUND
PSI
POUNDS PER SQUARE INCH
A.T.S.
AUTOMATIC TRANSFER SWITCH
I.D.
INNER DIAMETER
PT
POTENTIAL TRANSFORMER
AUTO
AUTOMATIC
IMC
INTERMEDIATE METAL CONDUIT
PVC
POLYVINYL CHLORIDE
AWG
AMERICAN WIRE GAUGE
IND.
INDUSTRIAL
QTY.
QUANTITY
B.F.G.
BELOW FINISHED GRADE
JB
JUNCTION BOX
RGS
RIGID GALVANIZED STEEL
BLDG.
BUILDING
J.I.C.
JOINT INDUSTRIAL COUNCIL
RVSS
REDUCED VOLTAGE SOLID STATE
C
COUNTERTOP RECEPTACLE
KA
KILOAMPERE
SC
SURGE CAPACITOR
C. or COND.
CONDUIT
KCMIL
1000 CIRCULAR MILS
SCC
SYSTEM CONTROL CENTER
C8
CIRCUIT BREAKER
KV
KILOVOLT
SER
SERVICE ENTRANCE RATED
CKT
CIRCUIT
KVA
KILOVOLT AMPERE
SM
SUB -METER
CP
CONTROL PANEL
KW
KILOWATT
SP
SPARE
CPT
CONTROL PANEL TRANSFORMER
LA
LIGHTNING ARRESTOR
SPD
SURGE -PROTECTIVE DEVICE
CR
CONTROL RELAY
LC
LIGHTING CONTACTOR
S.S.
STAINLESS STEEL
DESIG
DESIGNATION
LTG
LIGHTING
SWBD
SWITCHBOARD
DIA.
DIAMETER
MAX
MAXIMUM
TBA
TO BE ABANDONED
DIV.
DIVISION
MCB
MAIN CIRCUIT BREAKER
TBR
TO BE REMOVED
DPDT
DOUBLE POLE, DOUBLE THROW
mA
MILI-AMP
TCC
TELECOMMUNICATIONS CLOSET
DS
DISCONNECT SWITCH
MC
MANUFACTURER'S CABLE
TDC
TELECOMMUNICATIONS DISTRIBUTION CLOSET
E.C.
ELECTRICAL CONTRACTOR
MCC
MOTOR CONTROL CENTER
T.
W
TYPICAL
EHH
ELECTRIC HANDHOLE
MFR
MANUFACTURER
UE
UNDERGROUND ELECTRIC
EMH
ELECTRIC MANHOLE
MIN.
MINIMUM
UH
UNIT HEATER
EP
EXPLOSION PROOF
M.LO.
MAIN LUG ONLY
UL
UNDERWRITERS LABORATORY
E.T.R.
EXISTING TO REMAIN
M.O.D.
MOTOR OPERATED DAMPER
U.O.N.
UNLESS OTHERWISE NOTED
EUH
ELECTRIC UNIT HEATER
MS
MOTOR STARTER
UE
UNDERGROUND ELECTRIC
E.W.
EACH WAY
MTD.
MOUNTED
UT
UNDERGROUND TELEPHONE
EX
EXAMPLE
N/A
NOT APPLICABLE
UV
ULTRAVIOLET
EXH
EXHAUST FAN
N.C.
NORMALLY CLOSED
V
VOLT
FU
FUSE
NEMA
NATIONAL ELECTRICAL MANUFACTURER'S
VAC
VOLT'S ALTERNATING CIRCUIT
FRE
FIBERGLASS REINFORCED EPDXY
ASSOCIATION
VS
VOLTMETER SELECTOR SWITCH
G.C.
GENERAL CONTRACTOR
NID
NETWORK INTERFACE DEVICE (4 POSITION)
W
WIRE
GEN
GENERATOR
N.O.
NORMALLY OPEN
WP
WEATHERPROOF
No.
NUMBER
XFMR
TRANSFORMER
GENERAL NOTES:
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO
INSTALLATION CONTRACTOR SHALL COORDINATE ALL WORK NTH OTHER DIVISION TRADES TO
PROVIDE A COMPLETE AND OPERABLE SYSTEM. LOCATE FIXTURES, DEVICES, ETC. IN ORDER TO
AVOID INTERFERENCES.
B. ALL WORK SHALL BE PERFORMED AS REWIRED BY APPLICABLE SECTION OF THE NATIONAL
ELECTRICAL CODE, LATEST EDITION, AND ALL GOVERNING LOCAL CODES. LAWS, AND/OR
REGULATIONS.
C. SYSTEM AND EQUIPMENT GROUNDING CONTINUITY SHALL BE ASSURED AS REQUIRED BY
APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE.
D. ALL WIRING SHALL BE TWE 'THHN-THWAN' U.O.N.; MINIMUM WIRING SHALL BE #12 (POWER
WARE). ALL WIRE SHALL BE COPPER. MINIMUM CONDUIT SIZE FOR METALLIC CONDUIT TO BE
3/4' AND i' FOR PVC.
E. ALL CIRCUIT PROTECTIVE DEVICES SHALL HAVE THE REQUIRED RATING INTERRUPTING CAPACITY
EQUAL TO OR GREATER THAN THE AVAILABLE SHORT-CIRCUIT CURRENT AT ITS SUPPLY
TERMINAL; MINIMUM INTERRUPTING CAPACITY. SHALL BE 10,000 AMPS, SYMMETRICAL A.I.C.
FOR 120/208V SYSTEMS AND 14,000 AMPS, SYMMETRICAL A.I.C. FOR 277/480V SYSTEMS
REFER TO PANEL SCHEDULES FOR A.I.C, RATINGS.
F. ALL OUTDOOR EXPOSED CONDUIT TO BE RGS. TRANSITION FROM UNDERGROUND TO EXPOSED
SHALL BE RGS.
G. ALL UNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED. ALL
CONDUITS SHALL INCLUDE A NYLON PULL CORD.
INSTRUMENT IDENTIFICATION TABLE
ISA -S5.1-1984
(1) USER'S CHOICE
(2) WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
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FIRST LETTER
SUCCEEDING LETTERS
LETTER
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT FUNCTION
MODIFIER
A
ANALYSIS 2
___
ALARM
B
BURNER COMBUSTION
CLOSE, STOP, DECREASE 1
OFF 1
C
CONTROL
D
DIFFERENTIAL
OPEN, START, INCREASE 1
E
VOLTAGE
SENSOR PRIMARY ELEMEN
ENABLED t
F
FLOW RATE
RATIO FRACTION
FAIL 1
G
LA
GSS. VIEYANG DEVICE
H
HAND
HIGH
I
CURRENT ELECTRICAL
INDICATE
J
POWER
SCAN
K I
TIME, TIME SCHEDULE
TIME RATE OF CHANGE
CONTROL STATION
L I
LEVEL
LIGHT
LOW CLOSED
M
MOTOR MOTION 1
MOMENTARY
M 1
MIDDLE OR INTERMEDIATE
N
ON OR OPERATE(I)
0
ORIFICE, RESTRICTION
OVERLOAD 1
P
PRESSURE, VACUUM
PONT TES CONNECTION
PUMP 1
Q
QUANTITY 2
INTEGRATE. TOTALIZE
R
RADIATION
RECORD
5
SPEED. FREQUENCY
SAFETY OR SOLENOID
SWATCH
T
TEMPERATURE
TRANSMIT
U
MULTIVARIABLE 2
MULTIFUNCTION 2
MULTIFUNCTION 2
MULTIFUNCTION 2
V
VIBRATION, MECHANICAL ANALYSIS
VALVE, DAMPER, LOUVER
W
WEIGHT, FORCE,ALL
X
UNCLASSIFIED, 2
UNCLASSIFIED 2
UNCLASSIFIED 2
UNCLASSIFIED 2
Y
EVENT STATE PRESENCE
RELAY. COMPUTE. CONVERT
Z
POSITION, DIMENSION
DRIVER, ACTUATOR,
UNCLASSIFIED FINAL
CONTROL ELEMENT
(1) USER'S CHOICE
(2) WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
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EXISTING
3/4' SCH. 40 PVC -
FOR TELEPHONE SERVICE -�
EXISTING
3-/3 THW, 1-/6 (NEUT.) IN
1 11C SCH. 40 PVC - TO
PUMP STA, CONTROL PANEL
EXISTNG
2-/12 THW IN 3/4' SCH.
40 PVC - TO DIALER AT
PUMP STA. CONTROL PANEL
SEE POWER AND CONTROL ONE -LINES FOR
WIRE AND CONDUIT SIZES IN DUCTBANK—
STANDBY GENERATOR �''�`�y�
(EG-/) MOUNTED ON
CONCRETE PAD. SEE
DETAILS FOR
EXISTNG DUKE EX SING DUKE
ENERGY -PROGRESS ENERGY -PROGRESS
POWER POLE POWER POLE
`EXISTING
240/120V, 3. 4 -WIRE
SERMCE BY UTUTY (O/H)
x:STING
DUKE ENERGY -PROGRESS
SERVICE/ METER POLE
_ -E%ISTNG
3-/3 THW, 1-/B (NEUT.)
- �- ✓ IN 1 1/4' SOI. 40 PVC
Tt
INSTALLATION.
ELECTRICAL EQUIPMENT RACK
(SEE DETAIL - THIS SHEET)
EXTEND 6' OF
NEW POLE MOUNTED
NO. 57 WASHED
STONE, 4 BEYOND ANTENNA FOR SCADA RTU
NEW EENCE UNE EXISTING
YARD LIGHT
EXISTING
REMOV£ EISTNC n _ 2-/12 TNW IN 3/4' Sal.
RENCE d0 PVC - TO AREA LIGHT
E%ISTNG YARD
HYDRATE
EXTEND THIS SECTION EXISTING LEVEL CONTROLLER
OF FENCE OUT 8 FT.
e NEWBE RETROFITTED WTH
LEVEL CONTROLLER)
EXISTNG DIALER = EXISTING PUMP STA
CONTROL PANEL (PCP -HS) 888
m 13 a
g H�a �a o
r} ..
- � HARRIS STREET PUMP STATION
RTU ONE -LINE
NOT TO SCALE
EXISTING PUMP STATION SITE PLAN
WITH PROPOSED MODIFICATIONS
NOT TO SCALE
NOTES
PRONDE A NEW DUPLEI( PUI,p CON7RtlI1ER MOUNTED IN
TIRE EDIAR IEVFL CONTROL PANEL REMRE PANEL TO
AC.1 CDATE NEW CGIiTROLLER. CONTROLLER SNALL
BE
DORMAN RUPP INTECRINE% OR 51MIWt YODEL AS
TN5 IS AN EISTINC COMAN RUPP PVYP STATION
CONTROL PANEL TO BE RETROFlTTID.
EXISTING PCP -HS EXISTING
1 r DUPLEX PUMP
I ATL: ATL, CONTROLLER
1� 3=
�R �ss j
PUMP STATION CONTROL PANEL
ONE -LINE (PCP -HS) IMPROVEMENTS
NOT TO SCALE
NOTES:
t. PROMDE TEMPORARY POWER TO THE PUMP STATION CONTROL
PANEL DURING REMOVAL OF THE EXISTING EQUIPMENT LOCATED ON
THE ELECTRICAL RACK INSTALL NEW AUTOMATIC TRANSFER
SWITCH AND CONNECT TO EXISTING CONTROL PANEL PERFORM ALL
NECESSARY TESTING AS CALLED OUT IN THE SPECIFICATIONS
BEFORE FINAL POWER IS CONNECTED BACK TO THE PUMP STATION.
ALL OUTAGES ARE TO BE COORDINATED WD( THE OWNER AND
ENGINEER'S REPRESENTATIVE BEFORE TAKING TIff OUTAGE
o
g
12
a
ELECTRICAL EQUIPMENT RACK
NOT TO SCALE
SPD
ELECTRICAL EQUIPMENT IMPROVEMENTS
NOT TO SCALE
RTU -HS
EXISTING 24OV. 3 PHASE, 4W
60 HZ OVERHEAD SERVICE
DUKE ENERGY -PROGRESS
OEXISTING
METERBASE
EXISTNG
I00AMP
FUSED
DISCONNECT
70 BE REMOVED
EXISTING 200A1
DOUBLE THROW ( EXISRNG WIRING AND
SWITCH, NON-FUSED L ,� I T CONDUIT TO BE REMOVED
I
I
I
r
OMAN RUPP
SUCTION LIFT
EXISTING STATION
PUMP ENCLOSURE
I
CONTROL
ANEL I
'PCP -HS'
I I
It0 10 I
L
da �d
EXISTING PUMP STATION
ONE -LINE DIAGRAM
NOT TO SCALE
206 AND 1/e GND
IN 3/4 C.—
2/12 AND 1/12 GND
IN 3/4' F —
4/3/0 AND 1/6 BIND IN 2- C.
3-/3. 1/6 GNO IN 1 1/4' C.
II— GORMAN RUPP
SIUCTION UFT
STATION
EXISTINLP-HS
PLN ENCLOSURE`\\
W�
ING 240V, 3 PHASE, 4W,
(,)
Z OVERHEAD SERVICE
E ENERGY -PROGRESS
W �+ y
-- — �—
Q•
11-'
E-+ z
20 0.3 2
s
JOEASING
� w:
ZERBASE
GENERATOR BATTERY CHARGER
IL�T
CU OWNDING 4/3/0 IN 2- C.EELLECTiODE CONOUCTOR
Uz
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3/6 AND 1/10 GNO, 1' G ' A GEN",
�{VY, Ji GENERATOR
ED -1
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1/�
SPo
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EXIST
W
206 AND 1/e GND
IN 3/4 C.—
2/12 AND 1/12 GND
IN 3/4' F —
4/3/0 AND 1/6 BIND IN 2- C.
3-/3. 1/6 GNO IN 1 1/4' C.
II— GORMAN RUPP
SIUCTION UFT
STATION
EXISTINLP-HS
PLN ENCLOSURE`\\
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CONTRA I
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'PCP -HS'
-- — �—
VOLTAGE DIP RATING (A)
11-'
SCADARTUi1S
20 0.3 2
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VNI - - l."
20
GENERATOR BATTERY CHARGER
IL�T
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PROPOSED PUMP STATION
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ONE-LINE DIAGRAM
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NOT TO SCALE
Q Q
PANEL LP -HS _ BUSAMP t00A MIN, A.I.C. 10.000_ MAIN BREAKER 60A
MOUNTING SURFACE PHASE 1 WIRE 3 VOLTAGE 1201M
LOCATION PS RACK NEMATYPE SR
CKTj
DESFAIPTON
1 .—ftILO,�D( 1 WR6
...
A B NO
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Glb. GURG
617E 61ZE 6�
CONO GND LOAD RY.' BREN(ER
__.— _�
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AW I
-- — �—
VOLTAGE DIP RATING (A)
11-'
SCADARTUi1S
20 0.3 2
12 12 3f4
314 12 } 12 2 0.1 1
-.1.8
20
GENERATOR BATTERY CHARGER
2
��/ 0
O
0
161 2
12 12 314
34 12 1 12 2 1
2G
RECEPTACLE
SPARE
_-
--12 - 12 2 ....-,.
1
2D
EXIST
II
S5
EXISTING AREA�LIGHT-
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1 2
12 12 �{
CALRPODNLER
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8
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SPINE
20
SPACE -PFFB
10
11 j
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SPARE
SPARE _
20 1 -
ZO 2
2
20
SPACE -PFFB
SPARE
12
14
15
16
NSU, &TOTAL LOAD KW 0.3 15 SUB.TOTAI LOAD KW 01 1B
1 TOTAL KW 0.1 3.3
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
REVISION DESCRIPTION
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STANDBY
RATED STARTING KVA OUTPUT
MARK RATING
PF VOLTAGE AT 15% CB TRIP LOCATION
(KVA)
VOLTAGE DIP RATING (A)
EG -1 75
Q8 24OV. 3PH, 4W, 60 HZ eB 200A HARRIS STREET PS
RATING (RMS SYM. A)
Z
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
REVISION DESCRIPTION
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FINAL DESIGN
NOT RELEASED FOR
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REVISION DESCRIPTION
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TRANSFER SWITCH SCHEDULE
SWITCH
SWITCHED MINIMUM CLOSING ENCLOSURE TYPE
SERVICE
MARK RATING
POLES VOLTAGE AND WITHSTAND (NEMA RATING) TRANSITION
ENTRANCE COMMENTS
(A)
RATING (RMS SYM. A)
RATED
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3 24OV. 3PH. 4W UGI( 4 OPEN
YES 2OGA/3P CB
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
REVISION DESCRIPTION
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ATS CONTROL ONE -LINE
DIAGRAM
NOT TO SCALE
�rc
a e ic�
GENERATOR CONTROL PANEL
ONE -LINE DIAGRAM
NOT TO SCALE
BATTERY CHARGER I Vl
r__----_, ALTERNATE SUPPLY IS
-^—UTILITY SUPPLY NOT A SEPARATELY V
CONTROL PANEL I TRANSFORMER SOLIDLY DERIVED SYSTEM IF THE Irl
PVC CAP I GROUNDED SYSTEM NEUTRAL IS SOLIDLY W�
ENCLOSURE `- INTERCONNECTED—
UNIT CIRCUIT YAd DIRECTIONAL ff 1' SCHEDULE 40 x 10' W -dam • • z_
BREAKERS ANTENNA. ANTENNA AWMINUM PIPE TYPE GENERATOR
SPEGAUSTS MODEL 6081-T6 ALLOY '-------� �'
ASPG998 OR
APPROVED EQUALF I 1 U.
MANUFACTURER
RECOMMENDED
E3 ANTENNA MOUNTING I 3-PHASE. 4-N1RE� I H z M
BRACKET SERVICE 1 FRAME
MIN. 38' CLEARANCE i GROUND r , z m
ALL SIDES _ V
JUMPER, ANDREW HQTAX SERVICE EQUIPMENT i Z
ALUM. FSJ SERIES OR I _
CM APPROVED EQUAL i ECIC V O Q Q
SUB BASE NEL TANK N I O CURRENT
DIRECTION OF RADIATION QUO I DISCOMMEANS NG ` N
CONCRETE MANUFACTURER I I
BASE y,Y�TT//�JII -_,MJ I ,I RECOMMENDED =
j CLAMP KIT - v1 'T�. s
TO ATS CONNECTOR TO TRANSITION _ E'er W
FROM JUMPER TO MAIN CABLE ¢
TO PANELBOARD ANDREW ]-18 dA. _- ___ W
CONNECTORS OR APPROVED N i z
TO TELEMETRY/ OR EQUAL
TERMINAL CABINET
GENERATOR DETAIL M COPPER BONDING LIMPER GROUND KIT, ANDREW SGP (� z
2 -HOLE, LUG TYPE OR i
APPROVED EQUAL - - z
NOT TO SCALE
W=
ECIC 3 -POLE TRANSFER Rai"
AS NEEDED 4' SCHEDULE 40 ALUMINUM PIPE ANTENNA CABLE ANDREW EQUIPMENT SWITCH IIIIIII�R�
TYPE 6061-T6 ALLOY GROUNDING
HEDAX LDF SERIES OR
AS REO'D. AS REG D. APPROVED EQUAL CONDUCTOR
6' MIN. }' /4 BARS 1'-0' O.G }' 6' MIN. (GREEN)
12' MAX 127 MAX j L N
MAIN STRANDS OF 18 ANG LIGHTNING CONDUCTOR, CONNECTOR TO TRANSITION FROM --LOAD
29
MAIN CABLE TO JUMPER, ADREW
=RP=TT=iT=iF=TF=iF=TF=Ti COPPER WIN A CLASS ONE 7-16 DIA. CONNECTORS OR SERVICE &GENERATOR GROUNDING DETAIL
RATING PER NFPA 780 APPROVED EQUAL
e; ✓ '
NOT TO SCALE ti.
11 It II 11 II 11 11 11 ++a++
JUMPER, ANDREW HELMEFSJQUAL ,,m
/6 COPPER BONDING JUMPER SERIES, OR APPROVED EQUUAL INSULATED BUSHING WITH GROUND LUG
LIRACEWAY GROUND
GHTNINA
G RRESTOR.
S II II II II II II II II II ANDREW T SERIES, OR
GROUNDING ROD APPROVED EQUAL FINISHED SLAB WITH NATECONCRETE PAD AND HEIGHT
II 11 11 II 11 11 11 11 11 GRADE EQUIPMENT REQUIREMENTS
it II II II II II II II'' Z
_#_#_#_#_#_#_#_ a.•.
II II I II I II lv/
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II II II II II II II II II
E GALVANIZED U
i=#=#_#_#_#_#=#=i '"..�. STESTEEL CONDUIT
< II II II II II II II II II - o- ~ Q
RIGID TO PVC ADAPTOR G Z
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x=#=#=#_#_#=#=#=i d2i Iff 0
II II 11 II it II
rk== NOTES TOSPEGFlER_ OW LU
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#=#_#_#_#_# POLE MOUNTED ANTENNA DETAIL W
11 I II I II DD
#=#=#_#_#=#=#=3dafT
11 11 11 11 11 11 11 11 11 1. THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WHERE PVC IS UTIDZED. PVC SHALL NOT f-" Z
'gyp • >i fk = # _ # _ # _ # _ # _ # _ # 4/0 BARE OR BE EXTENDED ABOVE GRADE UNLESS SPECIFICALLY APPROVED. PVC MAY BE EXTENDED THROUGH
`s II 11 II II II II II II 11 CONDUCTORSLAB INTO BOTTOM OF SWITCHBOARD. _ O
BETWEEN RODS 2. EXTEND ALL UNDERGROUND CONDUIT SNB -UPS TO A MINIMUM DISTANCE OF 5' FROM BUILDING. O
(TYP) CNECi1MlNR MD) T.-. FINISHED GRADE U
II II II II it II II II II W
u u n u u INSULATED GROUND TYPICAL CONDUIT STUB-UPEIOQ
PARE TO PANElB0AR0 NOT TO SCALE
IN RCS CONDUIT - Q
FINISHED GRADE
m
NDING FINISHED CRADE V
BUSHING
GROU—
- n - /2 AWG SUITABLE BACKFILL
F GROUND WRE _
C/OPPERTCLAD ELECTRICAL WARNING TAPE U
NOTES:. STEEL GRD ROD Z o
+ o
n � ¢
1. PADS SHALL BE FIELD POURED. (TYP) o R i Q W _w
2. CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN COMPACTED GRAVEL 6 w
3000 PSI. DE ' o M tt
3. PAD SHALL BE POURED TO 4' ABOVE GRAGROUT SHALL NOT BE SUBSTITUTED FOR CONCRETE }0 MIN (TYP) " Z m
MI%. O 2 Z F
4. ALL EDGES OF CONCRETE EXPOSED ABOVE GROUND SHALL HAVE A 1' CHAMFER, SCHEDULE 40 PVC w O
QaQ y
ONOp Q w Q w
5. ANY DISTURBED EARTH OR FILL SHALL TU COMPACTED PRIOR TO INSTAWCOUITS. NUMBER F 0
6
NC PMO. V o U
. PROVIDE ANCHOR BOLTS PER MANUFACTURERS ECONDUITS AS INDICATED
MENTATIONS. n ON DRAWING
7. ADJUST FOUNDATION SIZE TO MATCH ACTUAL REQUIREMENTS OR SPECIFIC GENERATOR INSTALLED.
8. CONCRETE SHALL EXTEND 12' BEYOND GENERATOR ENCLOSURE. UNDISTURBED
:1
GENERATOR PAD DETAIL GROUNDING COUNTERPOISE DETAIL ROCK OR SOIL r 3 3.
NOT TO SCALE NOT TO SCALE MIN. MIN. MIN.
NOTES- =,
1. CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION. Q
r
W
TYPICAL SITE ELECTRICAL 0
TRENCH DETAIL J
NOT TO SCALE Q
U_
U
W
J
W
FINAL DESIGN SHEET
NOT RELEASED FOR E-501
CONSTRUCTION
NO. DATE BY REVISION DESCRIPTION

- -- - ------- - -- - ----- - - -- ----- ----- ------ - - - - - - - - - - - - - -
0000000 LAPTOP LAPTOP
00000 L—
Tu
K
ISP
OooOooQ RADIO Fo-,,Y I jl
_ I RApO� I
EEI
MODEM PLC
DT
RTU -RS
UPS M
HENDERJ
WATE TANK
PRINTER SCADA HMI YOUNG AVE -
OFFICE
COMPUTER
CAMERA C-1 192.168.72101
-------- U CAMERA C-2
FS
-----AUCAMERA C-3
EXISTING
SCADA HMIPOP -Hs
CON LAB WITH
PUTER NEW
192.1 68.72.102 CONTROLLER
EX STIN G
A MINISTRATION A15-1 O
9 ILDING AT
HENDERSON WRF
111111 II 111111 I
P-101 P-102 EG -1
L— — — — — — — — — — — — — — -- — —
HARRIS STREET PUMP STATION
LATITUDE 3620'21.8.rN
LONGITUDE. 7"Y9.5"
7L9 -,T=
THE NETWORK SHOWN IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO SHOW
EXACT ROUTING/CONNECTION OF DEVICES THE CONTRACTOR IS To ROUTE CONDUIT
AND CONNECT THE NETWORK BASED ON THE PHYSICAL LAYOUT AND CONFORM TO
STANDARDS APPLICABLE FOR A ETHERNET NETWORK.
SYSTEM ARCHITECTURE
NOT TO SCALE
LEGEND
E:l BURUDING/STRUCTURE
cmOR PROGRAMMABLE LOGIC CONTROLLER (PLC)
REMOTE 1/0 RAM (RIO)
CAT 5 SHIELDED CABLE TWISTED PAIR
bis mallhil"BER OPTIC CABLE
(12 -COUNT FRIER, # ACTIVE DETERMINED BY
SOURCE AND DESTINATION)
1/0 SIGNALS
CABLE LINE COAX CABLE OR CAT 5 AS DETERMINED BY ISP.
DENOTES EQUIPMENT SUPPLIED BY SYSTEMS INTEGRATOR
RACK MOUNTED COMMUNICATIONS EQUIPMENT
FIBER OPTIC PATCH PANEL
FIBER - COPPER ETHERNET SWITCH. MANAGED
COPPER PATCH PANEL
SCADA SYSTEM INTEGRATOR ALLOWANCE
THIS 11EM OF WORK SHALL CONSIST OF PROVIDING A RADIO SYSTEM AND RTU CONNECTED TO THE
EXISTING SCADS
SYSTEM AT THE 'ENDERS PON WATER RECLAMATION FACILITY (WIRE)
" - THIS WILL
PROVIDE MONITORING AND CONTROL OF THE HARRIS STREET PUMP STATICHFROM THE Z
ADDITIONALLY, PROVIDE HARDWARE AND SOFTWARE NECESSARY TO MIGRATE ANOTHER EXISTING
PUMP STATION SCADA INTO THE NEW PLANT SCADA SYSTEM AT THE WRF. THE ALLOWANCE SHALL
WCU)DE THE PROCUREMENT, DELIVERY. INSTALLATION. AND TESTING OF SHALL
SYSTEM.
COMPLETE AND ACCEPTED BY THE ENGINEER. THE CONTRACTOR SHALL UTZE THE
OWNER SELECTED SCADA SYSTEM INTEGRATOR AS A SUBCONTRACTOR 70 PROVIDE THE WORK
UNDER THIS ALLOWANCE. THE FOLLOWING ITEMS SHALL BE INCLUDED IN THE SCADA SYSTEM
INTEGRATOR ALLOWANM-
FURWSH A SCADA REMOTE TERMINAL LIMIT (RTU) AT HARRIS STREET PUMP STATON. THIS RTU WILL
INTERFACE VIA DIGITAL AND ANALOG TO INE PLC IN THE PUMP CONTROL PANEL (PCP --HS).
PHYSICAL INSTALLATION OF THE RTU ALL BE By THE CONTRACTOR
1. PROVIDE A DRACS-RTU-2100 WITH MID
OF 1120= POWER SUPPLY, SURGE
PROTECTION, BATTERY BACKUP, AND OTH OPERATOR
ANT EVAS REQUIRED.
2. PROVIDEHUMAN MACHINE INTERFACE(HMI) HARDWARE AND SOFTWARE UPGRADES TO THE
M
EIM HMIMS AT THE WRF. FOR THE DIM DWNG PUMP STATION POINTS, PROVIDE RMI
DISPLAY,
DATA, STATUS AND ALARM CONFIGURATION TO MATCH EXISTING.
3. PROVIDE INTEGRATION PROGRAMMING, INCLUDING A COORDINATM/DESIGN MEETIM START-UP
SERVICES, TRAINING. OPERATION AND MAINTENANCE MANUALS.
4. PROVIDE PROCESS
PROGRAMMING RELATED TO CONTROL PANELS NECESSARY TO IMPLEMENT
THE 1/0.
& PROVIDE WIRING CONNECTIONS AT RTU.
6. PROVIDE ANTENNAS, ANTENNA POLES/TONERS,
NO ACCESSORIES, INSTALLED BY CONTRACTOR
7. PROVIDE LICENSING REQUIREMENTS
WIH THE LICENSED FREQUENCY RADIO SYSTEM.
8. PROVIDE A ONE YEAR WARRANTY ON THE SUPPLIED EQUIPMENT.
RELATED WORK THAT IS NOT INCLUDED IN THE ALLOWANCE OUT WALL BE IN QED IN THE
CONTRACTOR'S BASE BID INa.UDES. BUT MAY NOT BE LIMITED TO, THE FOLLOWING,
t PROVIDE CONDUCTORS AND RACEWAY.
2. PROVIDE INSTRUMENTATION, OTHER THAN THAT INCLUDED IN AN EQUIPMENT SPECIFICATION TO
BE PROVIDED BY AN EWPMENT MANUFACTURER.
S. PROVIDE MODIFICATIONS TO PUMP CONTROL PANEL
(p
C INSTALLATION OF INTEGRATOR FURNISHED MATERlALACSP=WM ABOVE
INPUT/OUTPUT SCADA POINTS
FINAL DESIGN
NOT RELEASED FOR -
CONSTRUCTION -
NO. DATE BY REVISION DESCRIPTION
Z
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SHEET
E-601
D..tpfie
A"',DI0.1 SPA
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--- - - --- ---- -- -
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RwMe Teraid Ulk (RTU41s) m PUMP STATION
P 101 A
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RN 16
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---------------- --- -
INPUT/OUTPUT SCADA POINTS
FINAL DESIGN
NOT RELEASED FOR -
CONSTRUCTION -
NO. DATE BY REVISION DESCRIPTION
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SHEET
E-601

WATERTIGHT LOCNTNG
CAST NOM FRAME R COVER
NON-SWMNN GROUT WITHIN ,' OF TOP
CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
PLASTER INSIDE AND OUTSIDE OF BRICK RISERS
MINIMUM ,/Y THICK
STEPS FULL DEPTH OF
MANHOLE TO BE INSTALLII
IN VERTICAL AUGNMENT
ON STRAIGHT SIDE OF
MANHOLE USE STANDARD
STEPS AS OWN _
THIS SHEET.)
BASE FOUNDATION TO BE CONSTRUCTED LEVEL"
WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES:
I
SECTION MAY VARY N
WITH SUPPLIER BUT
MN. AND 4'-0' MAX
LIFTING HOLES SHALL BE FILIFD AND
PLASTERED ON BOTH EXTERIOR AND
INIMOR WALLS WITH MORTAR.
' VERTICAL PRECAST MANHOLE COMPONENTS
VARY N VERTICAL HOGHT WIN SUPPLER
SHALL BE V-4' LII. AND 4•-0' MAX
BITUMINOUS SEALANT OR GASKET AND
MORTARED NTN BOTH EXTERIOR AND
INTERIOR JOINTS PLASTERED WITH MORTAR.
'CpBTRLK:I SMOOTH FLOW INVERT BETWEEN
PIPES FORM TO MATCH 2/3 DUALS iI]t OF
OUTLET RPE. SEE INVERT DETAL
ERTIGHT SEAL VAIN APPROVED MATERIAL
OBER BOOT
BASE SHALL BE PRECAST.
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASIM C-478, LATEST REVISION.
2 ALL MANHOLES SHALL BE CONSTRUCTED PLUMBA ALL MANHOLE THE
E GRADES SHOWN PLANS ARE FOR THE INVOT OF THE MANHOLE CENTER
4. P MANHOLE IS SET N LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED,
THE CONTRACTOR SHALL INSTALL UNDOMAINS AND STOLE AS DIRECTED IN THE FIELD BY THE ENGINEER.
S STEPS SHALL BE INSTALLED ON STRAIGHT SDE OF MANHOLE
PRECAST CONCRETE MANHOLE
,t/,•
I B3 4'
1 ,/0
s/e-
A,
1/4E
A- 1
PLAN SIDE ELEVATION
POLYPROPNE
PLASTIC
IL
t/Y
'• , ,/2' j4 060RMED
12' STEEL ROD
ELEVATION SECTION A—A
MANHOLE STEPS
CONSTRUCTION NOTES
1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 4' FROM INSIDE FACE OF STRUCTURE WALL
2. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS
FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND
HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SAID STEPS.
BOLT -DN TYPE SKID -
W/ BITUMASTIC PANT
HALF PLAN OF •
RING & COVER
"
SECTION A—A
MANHOLE COVER
SECTION A—A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
MANHOLE RING & COVER
PRECAST BASE
SECTION
STANDARD MANX
4'-(' MIN.
XIBLE MANHOLE BOOT
RUI3HLED Boor
CIG
TO FINAL CONCRETE
SAW CUT TD
W/ S.S. CLAMP
•
RUBBER BOOT
SPNNGLAIE
SM001H ROW
W/ SS CLAMP
,2
INVERT 2/3
EIEE Ozzm-
4' YN.
of=
-
SECTION A -A
ALL PIPES SET SO THAT CENTERUNE OF
RPE R RADIAL TO MANHOLE CENTER.
CONSTRUCT SMOOTH—U —I I-1/2' MIN
FLOW ON.
HORIZONTAL AND VERTICAL LOCATION FOR MANHOLE
AS SHOWN ON PLANS IS FOR CENTERLINE OF MANHOLE
AND ALL INTERSECTING PIPES
PLAN
MANHOLE INVERTS
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR 9
CONSTRUCTION BEFORE YOU DIGI
CALL ,RE YOU DIGI
N.C. ONE -CALL CENTER
IT'S THE LAW'
STEEL BOLT
BOUTON TYPE SKID-
(MIN.
OD-(MIN. 2 PER JOINT, SPACED EVENLY)
ENCASEMENT DETAIL
CONCRETE COLLAR II
r 6'
-_ _Sx1s 11
MAN
CONCRETE BASE -.
SEE DETAIL FOR
STANDARD MANX
CONCRETEL STANDARD MANHOLE
COLLAR
XIBLE MANHOLE BOOT
(TYP.) EX,rnNO PPE
CIG
TO FINAL CONCRETE
SAW CUT TD
sAw QUr TD
SAW CUT
SPRI.GUN E
NEW SEWER
SPNNGLAIE
LATERAL
,2
I -I I
SECTION "B — B"
NOTES.
1. IMS DETAIL MUST BE USED FOR CONSTRUCTION
OF ALL MANHOLES OVER EXISTING SEWER MANS
2 LATERALS a' AND LARGER SHALL BE
CONNECTED AT MANHOLES ONLY.
3. FLOW SHALL BE MAINTAINED DURING
CONSTRUCTION.
4. MANHOLE BASE SOUL BE CAST N PLACE
BACKFILL MATERIAL
COMPACTED IN •' LIFTS
BACKFILL MATERIAL
COMPACTED IN S' t1Fi5
STEEL ENCASEMENT
MASONRY SEAL
AT END OF PIPE
HOOFS AT BOTTOM
SEE DETAIL FOR 'U' SHAPED CHANNEL
STANDARD MANX
MATCH INVERT TO
EXISTING PIPE SPRNOUNE�INT RISER SECTION
PRIOR
INTO FAL
XIBLE MANHOLE BOOT
PPE
CIG
TO FINAL CONCRETE
ENTRANCE JOINT
sAw QUr TD
SAW CUT
SET
NEW SEWER
SPNNGLAIE
LATERAL
L B'
GROUT
3000 UEL CONCRETE -
BASE FOUNDATION CONSTRUCTED LEVEL WIN EXISTING
MATERIAL OR WTH STONE AS REQUIRED BY SPECIFICATIONS
SECTION "A — A"
m RPE EMBEDMENT MATERIAL
ME04ANICALLY TAMPED
CENTEAUNE OF
"LEE PING IS
NOT ALLOWED IN
OTHER QUADRANT •..
ADJOINING THE MANHOLE
OUTIFT.
MANHOLE
STEPS
A 1 A
C C
L_ J
SEWER
PIPE
m
SECTIONAL PLAN
NEW MANHOLE CONSTRUCTED
OVER EXISTING SEWER PIPE
BACKFILL MATERIAL
COMPACTED IN B' UFTS
BACKFILL MATERIAL
COMPACTED IN 3' UFTS
6-,w
EwT' -.... BELL HOLES NOT SHOWN EARTH
STANDARD EXCAVATION OVERCUT EXCAVATION
NOTE: CONSTRUCTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS
OR OTHER REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE APPUCABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
TYPICAL TRENCHING DETAILS
REVISION DESCRIPTION
91
W
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SHEET
C-501

APPROX. 2' (TYP)
PIPE JOINT DESIGN�AND LOCATION PER PLANS.
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
TYPICAL ELEVATED CROSSING
REVISION DATE - NOVEMBER 3, 2006
9
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
B' MAX. STANDARD STRENGTH FABRIC W11N WERE FENCE
MIN. 14 WAGE 6-%6' WIRE
6 MAX EXTRA STRENGTH FABRIC WITHOUT
WERE FENCE
OST
(MIN, 1.3 LB/LF)_/iYd, - i3.'ni
PLASTIC OR
WIRE TIES
ARE
FENCE
10' MIN. OR EDGE OF PAVEMENT 6' TYPE 1 19.08 BITUMINOUS SINGER COURSE
IN TWO 3' COMPACTED UFT$
POST
6' GA.B.G IN TWO 3' COMPACTED LIFTS
20' MAIL (U.O.N.) 2' MAX
COMPACTED TO 100% COMPACTION
- STANDARD
TAPER TO EXISTING
"
sAWCUT EXISTING PAVEMENT
! 1B' N 1B' N L' COAG PAD
.__ �' �
CAST IRON WITH 'SEWER' CAST IN TOP AND I I
,_
r-- uJ�y-- \ �•.� \ \\ \ \ _--
THREADED COUNTERSUNK PVC PLUG OR PVC
EXISTING
\ \ \ EXISTING
PLUG ALONE PER OWNER PREFERENCE I
/
BITUMINOUS TACK COAT \
1'-0' 2-0' PIPE 2'-0 V-0• � ?
WU N
O.D.
EARTH
PVC
l' j § 2
oFqqn
NOTE: UPPER TWO FEET OF COMPACTED / ,
BACKFWL UNDER ROADS TO �, BACKFILL
BE COMPACTED TO tOD% i,,�i �'�': ;
IN-LINE WYE MATCHING SANITARY WNE p$� W
MAIN LINE MATERIAL
\ '?E }
a
SEE NOTE 1. BEND LATERAL MIN. GRADE 2%
4' SCIN. 40 PVC OR
D.I.P.
---
O UNDISTURBED EARTH
1 GE TO BE UMED WITH A CpNOE1E SAW N A NEAT SgUAMD fD2 BROOIm IXENN 6 OUST BEFORE TAd[ COAT
M AA3iD.
CONNECT TO EXISTING SEWER
J
L ED= TO BE TAC® WM Ot5-N aR d6 -W
1' MIN. SERVICE WITH TRANSITION COUPLING
+
y iHIC 5 a CABs STOW,MB.W BNO R Mo W IL. .—a GauRg SHALL M EX61NO —S IF
OR INSTALL PLUG FOR FUTURE
SERVICE. WHEN REQUIRED BACKFLOW
VALVES SHALL BE INSTALLED ON
IDEATES MAN R10RN ON ZT-
A CON1RACi0R RESPONSBLE EOR MPLACOpR OF ANY PAYEE T MARMNG6 dSNRBDI W COVERER BY OVMIA .
PORTION OF LATERAL TO BE
.UNDISTURBED
EARTH MAINTAINED BY PROPERTY OWNER.
TYPICAL PAVEMENT REPAIRS - NCDOT ROADS
BARREL OF PIPE SHALL REST
PROVIDE STONE ON UNDISTURBED SOL
NOT TO SCALE
REDOING UNDER WYE NLL LENGTH OF SERVICE TRENCH
AND BEND
REVISION DATE, NOVEMBER 3, 2008
SHALL BE COMPACTED IN 6• LIFTS
IMMEDIATELY AFTER EACH RAINFALL AND
NOTE: TAPPING SADd.ES ARE APPROVED FOR
CONNECTIONS TO DOSING SEWER UNES ONLY
DAILY DURING PROLONGED RAINFALL
SEE TABLE
2 2
REPAIR SHALL BE MADE AS NECESSARY.
1 1
SANITARY SEWER SERVICE2•
2. FABRIC SHALL BE REPLACED PROMPTLY
REVISION DATE -NOVEMBER 3, 2008
LONGITUDINAL ANCHOR TRENCH _)
(USE WHERE NEEDED) SECTION VIEW
MAXIMUM AREA(SOFT)
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
Q%
2 TO S%
100
75
50
10000
7 Soo
EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
DEPOSITS
1'-0 I SEE TRENCH DETAIL I 1'-0
FOR WIDTH
- 1 , (15 Rm)
TO MATCH EXISTING
GRAVELCU
EXISTING BASE COURSE EXISTING
'
BASE COURSE
��� -� ✓ // 1
tY MIN. CABG COANACTED
^ rzg,o t00% �TQ PROCTOR - <,- s'
0
(5cm-125—)
CEO TEXTLE FABRIC
MIRAFl /35N OR EW AL
c
URBEDJ
)
-
-
^ ^
4 -8
CUNgS
EARTH 6• LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM)
^
-
MOISTURE COMPACTED 95%
STANDARD PROCTOR
6•-
(15 m)
PIPE
GRAVEL DRIVE REPAIR
BQIES;
NOT TO SCALE
1. PREPARE SOIL BEFORE NSTAWNG ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF UNE. FERTIUZER, AND
SEED,
REVISION DATE - NOVEMBER 3. 2DOB
2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12' DEEP X 6' HIDE TRENCH WITH APPROXIMATELY 12' OF RECP'S EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING APPLY SEED TO COMPACTED SOL AND FOLD REMAINING 12' PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
tY APART ACROSS THE MOTH OF THE RECP'S,
3. ROLL CENTER RECP'S IN DIRECTION OF WATER ROW IN BOTTOM OF CHANNEL RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOL
SURFACE ALL RECP'S MUST BE SECURELY FASTENED TO SOL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4' - 6' OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' APART AND 4' ON CENTER
TO SECURE RECP'S
1'-0 SEE TRENCH DETAIL V-0
TO MAIC PSI CONCRETE
TO MATCH EXISTING FOR WIDTH ToZSAPRO EXISTING EDGE
TO PROVIDE
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES TAKES APPROXIMATELY 12' APART IN A 6•
/S
DEW % 6' 0010E TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
CONCRETE SURFACE NEAT
Q STRAIGHT EDGE PRIOR TO
REPAIR
6. ADJACENT RECP'SIM
MUST BE OVERLAPPED APPROXIMATELY Y - S (DEPENDING ON TYPE) AND STAPLED.
"y'; %%: 6•
7. IN HIGH ROW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS OU
USE A DOUBLE ROW OF STAPES
EXISTING CONCRETE. , �,.� i'c'y; (•.: . !`:�''DOSTINCM CONCRETE
STAGGERED 4' APART AND 4' ON CENTER OVER ENTIRE WIDTH OF CHANNEL
fjOSTING BASE L`OUOABC TNIGt BASE Cd1RSE�
S. THE TERMINAL ENO OF THE RECP'S MUST BE ANCHORED Will ROW OF STAPLE/STAKES APPROXIMATELY 12' APART IN A 6' DEEP X 6' WIDE TRENCH.
MINL1001E $TD .. 6•
BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG.
VTS
,•N\� ')''1'
IN LOOSE SOL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
/I{,
10. SEE SCHWLE FOR PRODUCT TYPES.
'6
11. PRESS ENOS OF MATTING V INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
DRY/' '
CNOSTURBFD
EARTH8• LIFTS OF SUITABLE SOL
',
, OR CABC AT OPTIMUM
MOISTURE COMPACTED 95%
A BO.IES:
STANDARD PROCTOR
S;
B CRITICAL POINTS
1. HO620NTAL STAPLE SPACING SHOULD BE ALTERED
y\ t
CE NECESSARY TO ALLOW STAPLES TO SECURE TU
A OVERLAPS AND SEAMS E
PIPE
�K. y�
�•
B. PROJECTED WATER UNE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL /SIDE
-, l "n ,.
SLOPE VERTICESTICES 2. IN LOOSE SOL CONDITIONS. THE USE OF STAPLE OR
STAKE LENGTHS GREATER THAN 6- (15 —) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
CONCRETE DRIVE REPAIR
NOT TO SCALE
REVISION DATE -NOVEMBER 3,2000
CHANNEL STABILIZATION WITH MATTING
REVISION DATE - NOVEMBER 3, 2008
APPROX. 2' (TYP)
PIPE JOINT DESIGN�AND LOCATION PER PLANS.
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
TYPICAL ELEVATED CROSSING
REVISION DATE - NOVEMBER 3, 2006
9
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
B' MAX. STANDARD STRENGTH FABRIC W11N WERE FENCE
MIN. 14 WAGE 6-%6' WIRE
6 MAX EXTRA STRENGTH FABRIC WITHOUT
WERE FENCE
OST
(MIN, 1.3 LB/LF)_/iYd, - i3.'ni
PLASTIC OR
WIRE TIES
ARE
FENCE
ARE
FENCE
GRADE
EXISTING
GROUND
POST
B' DOWN 8 4'
FORWARD ALONG
ME TRENCH
SECTION VIEW
ARE
FENCE
GRADE
REVISION DATE - NOVEMBER 3, 2008
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
DATE
REVISION DESCRIPTION
VJ
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SHEET
C-502
GROUND
POST
BACKFILL TRENCH
"
AND COMPACT
THOROUGHLY
/
LWS_OPE
\
IEA)
MINN (DISTURBEDAA
-
2a'
NDTTc.
- 1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
&OPE
SLOPE LENGTH(FT)
MAXIMUM AREA(SOFT)
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
Q%
2 TO S%
100
75
50
10000
7 Soo
EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
DEPOSITS
S TO 10%
10 TO 20%
25
5,000
2,500
HEIGHT OF BARRIER.
20%
15
1,500
4. REFERENCE NCDENR LAND OIAUTY
SECTION DESIGN MANUAL' 6.62.
SEDIMENTATION/SILT FENCE -
REVISION DATE - NOVEMBER 3, 2008
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
DATE
REVISION DESCRIPTION
VJ
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SHEET
C-502

MIS
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
_SIDES FORMED
4 TIES I as MC0& 401VA,
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4. .
•'
SIDES FORMED
•� '!4 ;•4 •.
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4:
2-3" COARCE
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
_SIDES FORMED
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SHEET
BEFORE YOU -DIGI
494 C-503
CALL 1 -CALL 211748
N.C. ONE -CALL CENTER
IT•S THE LAW!
NO. DATE BY REVISION DESCRIPTION
2,500 PSI
CONCRETE
6" MIN.
• ;. ,•� .•
. M .. . r
i rr,
2-3" COARCE
�\��O
IN 4• M57 WASHED STONE
(>�
STONE BEDDING
AGGREGATE
II I
DETAIL B'
GEOTEXTILE FABRIC
/ oar`
TO STABALIZE FOUNDATION
J 4
CONCRETE PIPE ENCASEMENT
ESPECIALLY IMPORTANT WHERE
NOT TO SCALE
WETNESS IS ANTICIPATED.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT WITH DIVERSION
RIDGE
WHERE GRADE EXCEEDS 2%
�R,_^�E20%
VERSION RIDGE
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Cb 0
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0
15'_� PUBLIC ROAD
GEOTEXTILE
FABRI
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NOT RELEASED FOR
CONSTRUCTION
SHEET
BEFORE YOU -DIGI
494 C-503
CALL 1 -CALL 211748
N.C. ONE -CALL CENTER
IT•S THE LAW!
NO. DATE BY REVISION DESCRIPTION