20100039 Ver 2_Modifications_20100401

f
Ip-0039 u2'
THE March 31, 2010
W 0 OT E N Ms. Amy Chapman-401 Certification and Oversight
COMPANY N.C. Division of Water Quality
Surface Water Protection
ENGINEERING 2321 Crabtree Boulevard ?'
Raleigh, NC 27604
PLANNING APR - 1 2010
ARCHITECTURE Re: Sanitary Sewer System
Town of Red Oak, North Carolina WIMMD AND STORMW TO BMICH
DWQ Project # 10-0039
TWC No. 3034-H
Ms. Chapman:
On behalf of The Town of Red Oak, we are sending you the required documents for
the permit modification for our previously awarded 401 certification. Since receiving
our certification notice, we have changed the design of the project resulting in a
second area of impacts. Within the PCN Form there are several locations where the
impacts have been separated with Impact 1 representing the previously permitted
buffer and stream impacts and Impact 2 representing the new buffer and wetland
impacts. The following documents for your review and approval for the above-
referenced project:
• Three (3) copies of the PCN Form;
• Three (3)copies of the Authorizing Agreement;
• Three (3) copies of Endangered Species Results for Nash County;
• Three (3) copies of the USGS Topographic Map with the project area
indicated;
• Three (3)copies of NRCS Custom Soil Report for Nash County;
• One (1) copy of 24"06" plans;
• Two (2) copies of 11 "x 17" plans;
• One (1) check for $240.00 (#1025) made payable to "NC Division of Water
Quality"
• One (1) check for $1,382.40 (#1026) made payable to "Riparian Buffer
120 North Boylan Avenue Restoration Fund"
Raleigh NC 27603-1423
• One (1) copy of the previous 401 Water Quality Certification
s1s.a2?.o531 • One (1) copy of the previous 401 Water Quality Certification comments with
fax [phone] responses

ENGINEERING
P L A N N I N G
A R C H I T E C T U R E
120 North Boylan Avenue
Raleigh NC 27603-1423
919.828.0531
f:ax 919.834.3589
• One (1) copy of the site determination documentation from Martin Richmond,
DWQ
• One (1) CD with all applicable forms and attachments in PFD format.
I trust the above information is sufficient for your review; however, if you should
have any questions or require additional information, please do not hesitate to contact
US.
Best Regards,
THE WOOTEN COMPANY
L"
William A. Larsen, E.I.
Enclosures: As noted above
Cc: Alfred L. Wester, Mayor, Town of Red Oak
James Lastinger, Army Corps of Engineers, Raleigh Field Office
TWC Reading File
Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H, Sullins
Director
February 8, 2010
Town of Red Oak
P.O. Box A
Red Oak, NC 27868-0016
Town of Red Oak: Sewer System Project
Ut to Pig Basket Creek [030302, 28-68-3-(2), C, NSW]
Dee Freeman
Secretary
DWQ Project # 10-0039
Nash County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico River
Buffer Protection Rules (I5A NCAC 2B .0259) with.Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 20 linear feet of perennial stream (temporary impact), and 1,200 square feet of Zone 1 Tar-
Pamlico River basin protected riparian buffers and 800;square feet of Zone 2 Tar-Pamlico River basin protected
riparian buffers, as described in your application dated January 8, 2010, and received by the Division of Water
Quality (DWQ) on January 14, 2010, with additional information received on January 27, 2010, to construct the
proposed sewer system project to provide sanitary 'sewer service to the Town of Red Oak, Red Oak Elementary
School, and Red Oak Middle School. After reviewing your application, we have decided that the impacts; are
covered by General Water Quality Certification Number(s) 3699 (GC3699). The Certification(s) allows you to
use Nationwide Permit(s) NW 12 when issued by the US Army Corps of Engineers (USACE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC
2B .0259. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct;
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of
stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). This approval
requires you to follow the conditions listed in the attached certification and any additional conditions
listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
incidental impacts:
401 oversight/Express Review Permitting Unit One
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 NofthCaiolina
Locatlon: 2321 Crabtree Blvd., Raleigh, North Carolina 27604?tlll"lx" l? J
Phone: [phone] FAX: [phone] e L ff q f?
Intemet: httpalh2o.enr,siate.nauslncwetiandst
An Equat Opportunity 1 AfrrnaGve Action Employer
Town of Red Oak
Page 2 of 4
February S, 2010
2.
Type of Impact Amount Approved nits ' Plan Location or Reference
Stream - perennial 30 (linear feet) - temporary impact PCN page 5 of 11
Buffers Zone 1 1,200 (square ft.) PCN page 7 of 11
Buffers Zone 2 800 (square ft, PCN page 7 of 11
No Waste; Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most: recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed,, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4.
5.
6.
Sediment and Erosion Control Measures
Sediment and erosion control measures shall -not be placed in wetlands or waters without prior approval
from the Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, design and placement of temporary erosion control measures shall not be conducted in a
mamier that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream
and down stream of the above structures. Ali sediment and erosion control devices shall be removed and
the natural grade restored within two (2) months of the date that the Division of Land Resources or locally
delegated program has released the project;
Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at non-
erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 213.0259 (5). If this is not possible, it may be
necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters
and protective buffers in order to assure compliance for future wetland, water and buffer
Town of Red Oak
Page 3 of 4
February, 2010
impact. These mechanisms shall be put in place at the time lots or properties are recorded. A sample
deed notification can be downloaded from the 401/Wetlands Unit web site at
hftp://h2o.enr.state.nc.us/newetlands. The text of the sample deed notification may be modified as
appropriate to suit to this project.
7. Protective Fencing
The outside buffer, wetland or water boundary,and along the construction corridor within these ,
boundaries approved under this authorization shall be clearly marked with orange warning fencing (or
similar high visibility material) for the areas that have been approved to infringe within the buffer.,
wetland or water prior to any land disturbing activities; ,
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result irk
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts
to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of
the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive
this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,._N.C. 27699-
6714. This certification and its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved 1 uffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review
as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and
the Tar-Pamlico River basin riparian buffer protection rule as described within 15A NCAC 2B .0259. If you
have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Sin
cerely, L
42--,
CHSI ijm
61-?leen H. Sullins
Enulusures: GC 3699
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
Town of Red Oak
Page 4 of 4
February 8, 2010
File Copy
Christopher A. Thomson, The Wooten Company, 120 Boylan Avenue, Raleigh, NC 27603
I
FEB r o 2a1o
THE WOOTEN COMPANY
Filename: 100039TORedOakSewerSystemProject(Nash)401_TP13R
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Deo Freeman
Governor Director Secretary
January 25, 2010
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Town of Red Oak
P.O. Box A
Red Oak, NC 27868-0016
Town of Red Oak: Sewer System) Project
Ut to Pig Basket Creek [030302, 28-68-3-(2), C, NSWj
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
DWQ Project 4 10-0039.
Nash County.
On January 14, 2010, the Division of Water Quality (DWQ) received your application dated January 8,
2010, to f 11 or otherwise impact 20 linear feet of perennial stream (temporary impact), and 1,200 square
feet of Zone I Tar-Pamlico River basin protected riparian buffers and 800 square feet of Zone 2 Tar-
Pamlico River basin protected riparian buffers to construct the proposed sewer system project to provide
sanitary sewer service to the Town of Red Oak, Red Oak Elementary School, and Red Oak Middle
School. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore, unless we
receive five copies of the additional information requested below, we will place this project on hold as
incomplete until we receive this additional information. If we do not receive the requested information,
your project will be formally returned as incomplete, Please provide the following information so that we
may continue to review your project.
Additional Information Requested:
1. Please provide a qualitative indirect and cumulative impact analysis for the project. Please see
DWQ's policy for guidance on our website at:
http-//h2o.enr.state.ne.us/ncwetlands/documents/InterimintemalPo licyCumulativehnpact.doe
Please submit this information within 30 calendar days of the date of this letter. If we do not receive this
requested information within 30 calendar days of the date of this letter, your project will be withdrawn and
you will need to reapply with a new application and a new fee.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters oT
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have
any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversightkxpress Review Permitting Unit
1650 Mail Service Center, Raleigh, Forth Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: hfp,I1h2o.enr.state.ac.usincwetlandst
Nonfa.Carolina
Xd"ahalf
An Equal Opportunity 1 Affirmative Action Employer
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information
1. Processing
I a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? 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
1 d. 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
1e. 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
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No
2. Project Information
2a. Name of project: Town of Red Oak Sanitary Sewer System
2b. County: Nash
2c. Nearest municipality 1 town: Town of Red Oak
2d. Subdivision name: NIA
2e. NCDOT only, T.I.P. or state
project no: NIA
3. Owner Information (Impact Location 1 Only. Impact Location 2 Is An Existing Easement)
3a. Name(s) on Recorded Deed: Town of Red Oak
3b. Deed Book and Page No. DB: 1544 DP: 11
3c. Responsible Party (for LLC if
applicable): NIA
3d. Street address: P.O. Box A
3e. City, state, zip: Red Oak, North Carolina 2786 8-00 1 6
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page I of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify: NIA
4b. Name: Same As Owner
4c. Business name
(if applicable): NIA
4d. Street address: NIA
4e. City, state, zip: NIA
4f. Telephone no.: NIA
4g. Fax no.: NIA
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Christopher A. Thomson, P.E.
5b. Business name
(if applicable): The Wooten Company
5c. Street address: 120 N. Boylan Avenue
5d. City, state, zip: Raleigh, North Carolina 27603
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 12
PCN Form -Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1) 382314247586
2) No parcel information. Existing easement
1) Latitude: 36.038817 Longitude: - 77.90825
1 b. Site coordinates (in decimal degrees): 2) Latitude: 36.988353 Longitude: - 77.90054
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 1) 0.96 acres
2) No property size. Existing easement.
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to 1) Unamed Tributary to Pigbasket Creek
proposed project: 2) Pigbasket Creek
2b. Water Quality Classification of nearest receiving water: C,NSW
2c. River basin: Tar-Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Presently the site is surrounded by rural residental and rural commercial land uses, with large managed properties mixed
with areas of dense forest. The large majority of this project will be installed on either NCDOT Right-of-Way or on
permanent easements.
3b. List the total estimated acreage of all existing wetlands on the property:
1) Zero (0) Acres
2) 0.0918 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1) 215 LF of perennial, Unnamed Tributaries to Pigbasket Creek border the property on its western edge.
2) 215 LF of perennial, Pigbasket Creek border the easement on its northern edge.
3d. Explain the purpose of the proposed project:
The project aims to provide a sanitary wastewater collection and transport system for the Town of Red Oak, Red Oak
Elementary School, and Red Oak Middle School.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the installation of 8-inch gravity sewer lines, 4 and 6 inch force mains, 1 pump station, and the
removal of two septic systems to be replaced with wetwells and pumps. A trackhoe will be used to dig the trenches for
laying the sewer lines. Directional drilling will also be utilized with segments of force main.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property 1 ® Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: Please see attached letter.
4b. If the Corps made the jurisdictional determination, what type
? Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company: NCDENR Division of
Water Quality
Name (if known): Martin Richmond Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
1) Wednesday January 6, 2010
2) Wednesday March 24, 2010
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
S. 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.
The certification for DWQ Project #10-0039 was issued February 8'", 2010 which approves the impact of 30 linear feet of
perennial stream, 1200 square feet of Zone 1 Buffer, and 800 square feet of Zone 2 Buffer. No mitigation was required by
DWQ for these temporary impacts.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
NIA
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary (T)

W1 ? P ®T Sewer Force Main
Unknown ? Yes ® Corps
Q4361$
O
Installation ® No ?DWQ .
W2 ? P ? T NIA NIA ? Yes
? No ? Corps
? DWQ NIA
W3 ? P ? T NIA NIA ? Yes ? Corps NIA
? No ? DWQ
W4 ? P ? T NIA NIA ? Yes ? Corps NIA
? No ? DWQ
W5 ? P ? T NIA NIA ? Yes ? Corps NIA
? No ? DWQ
W6 ? P ? T NIA NIA ? Yes ? Corps NIA
? No ? DWQ
2g. Total wetland impacts NIA
2h. Comments: Impacts take place in an existing sewer easement. The disturbance to existing wetlands will be a 10' by 190'
corridor within the easement. Wetlands will be restored to their original quality and appearance after construction is complete.
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 Open Cut Gravity Unnamed
Tributary to ® PER ? Corps
11
20
Sewer Line. Pigbasket Creek. (l INT ® DWQ
S2 ? P ? T NIA NIA ? PER ? Corps NIA NIA
? INT ? DWQ
S3 ? P ? T NIA NIA ? PER ? Corps NIA NIA
? INT ? DWQ
S4 ? P ? T NIA NIA ? PER ? Corps NIA NIA
? INT ? DWQ
S5 ? P ? T NIA NIA ? PER ? Corps NIA NIA
? INT ? DWQ
S6 ? P ? T NIA NIA PER ? Corps NIA NIA
? INT ? DWQ
3h. Total stream and tributary impacts 20
3i. Comments: The unnamed tributary will only be temporarily disturbed during the construction process. It will be returned to
its previous condition after construction activities.
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P)
or Temporary
T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ? P ? T NIA NIA NIA NIA
02 ? P ? T NIA NIA NIA NIA
03 ? P ? T NIA NIA NIA NIA
04 ? P ? T NIA NIA NIA NIA
4f. Total open water impacts NIA
4g. Comments: No open water impacts are anticipated.
5. Pond or Lake Construction
If and or fake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 NIA NIA NIA NIA NIA NIA NIA NIA
P2 NIA NIA NIA NIA NIA NIA NIA NIA
5f. Total NIA NIA NIA NIA NIA NIA NIA
5g. Comments: NIA
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no: NIA
5i. Expected pond surface area (acres): NIA
51. Size of pond watershed (acres): NIA
5k. Method of construction: NIA
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ®Tar-Pamlico ? Other: NIA
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) for impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
Gravity
B1 ®P ? T Sewer Unnamed Tributary to ? Yes 1200 800
Line Pigbasket Creek ® No
Installation
Force

B2 ® P ? T Main
Sewer
Pigbasket Creek ® Yes
? No
480
250
Line
Installation
63 ? P ? T NIA NIA ? Leos NIA NIA
6h. Total buffer impacts 1680 1050
61. Comments: Buffers will be restored to their original quality and appearance after construction is complete.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1) The sewer line will only cross the Unnamed Tributary at a single location and will be kept at the shallowest depth possible.
The crossing will take place in a single location that will intersect at an approximate angle of 80 degrees.
2) The wetlands construction corridor will be kept to a minimum to reduce the amount of disturbance. The wetlands will be
returned to their original appearance and quality after construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimizing trench widths, minimizing sediment runoff by using sedimentation and erosion control measures, directional drilling
force main under all perennial streams and immediate seeding and mulching.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ® Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: NIA
3b. Credits Purchased (attach receipt and letter) Type NIA Quantity NIA
Page 7 of 12
PCN Form -Version 1.3 December 10, 2008 Version
3c. Comments: NIA

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: NIA linear feet
4c. If using stream mitigation, stream temperature: ? warm ® cool ?cold
4d. Buffer mitigation requested (DWQ only): 1440 square feet
4e. Riparian wetland mitigation requested: NIA acres
4f. Non-riparian wetland mitigation requested: NIA acres
4g. Coastal (tidal) wetland mitigation requested: NIA acres
4h. Comments: NIA
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.
NIA
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 ® Yes ? No
buffer mitigation?
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 Sewer Force Main
Installation 480 3 (2 for Catawba) 1440
Zone 2 NIA NIA 1.5 NIA
6f. Total buffer mitigation required: 1440
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).
The owner has decided the most practical form of mitigation for the Town will be the payment to the Riparian Buffer
Restoration Fund. This payment, based on the 15A NCAC 0213.0260 Subsection (7)(a), shall be calculated as 1,440
square feet multiplied by $0.96 for a lump sum total of one thousand three hundred eighty two dollars and 40/100
($1,382.40).
6h. Comments:
1) The installation of a gravity sewer line across this unnamed tributary will result in a perpendicular crossing that disturbs
less than 150 linear feet of buffer and has a maintenance corridor equal to or less than 10 feet in width. By NC
Administration Code 15A NCAC 0213.0259 (6) this action is considered "Allowable" with written authorization.
2) The installation of the sewer force main line running a parallel to Pigbasket Creek requires mitigation only for the Zone 1
Buffer that is disturbed during construction and annual maintenance. Zone 2 is considered "Allowable" based on NC
Administration Code 15A NCAC 0213.0259 (6).
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: This project only creates 3,540 square feet of impervious surface from ? Yes ® No
gravel drives, manhole lids, valve vaults, and pump stations so it does not need a
diffuse flow plan.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 1.11 %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project only creates 3,540 square
feet of impervious surfaces.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
NIA
? 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 lI
? 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:
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 9 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 (federallstate) 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 (NEPAISEPA)?
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.
The project aims to provide a sanitary wastewater collection and transport system for the Town of Red Oak, Red Oak
Elementary School, and Red Oak Middle School.
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.
All of the wastewater collected in this system will be pumped via force main lines to the Tar River Regional Wastewater
Treatment Facility.
Page 10 of 12
PCN Form -- Version 1.3 December 10, 2008 Version
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Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version
January 26, 2010
ENGINEERING
PLANNING
Ms. Cyndi Karoly
N.C. Department of Environment and Natural Resources
Raleigh Regional Office
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Town of Red Oak: Sewer System Project
TWC No. 3034-H
A R C H I T E C T U R E Project Name: Sanitary Sewer System
Location: Town of Red Oak
County: Nash
River Basin: Tar-Pamlico
DWQ Project Number: I0-0039
Ms. Karoly;
Per your request for more information dated January 25, 2010, responses to your
requests follow.
1. Please provide a qualitative indirect and cumulative impact analysis for
the project. Please see DWQ's policy for guidance on our website at:
http://h2o.enr.state.nc.usfncwetiands/documents/InterimInternalPolicyCu
mulativeImpact.doc
No indirect or cumulative impacts to water quality are expected by the
proposed project. The subject project is designed to treat the current
wastewater flow and is not designed to accommodate wastewater from future
growth. The project also proposes to improve water quality standards by
redirecting flow from two failed septic systems at Red Oak Elementary
School and Red Oak Middle School to a central wastewater collection system.
This system would allow the citizens of the Town of Red Oak to connect as
well, thus alleviating the use of septic systems in the largely unfavorable soils
that encompass the Town.
If you have any questions, please do not hesitate to contact our office.
Best regards,
120 North Boylan Avenue THE WOOTEN COMPANY
Raleigh NC 27603-1423 fi/L
William A. Larsen, EI
919.828,0531
fax [phone] Cc: Alfred L. Wester, Mayor of Red Oak
SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. NIA PLAN NO. NIA PARCEL ID: NIA
STREET ADDRESS: NC 43 (Red Oak Blvd), SR 1524 (Red Oak Battleboro Rd), SR 1003
(Red Oak Rd), SR 1604 (Hunter Hill Rd), SR 1603 (N. Old Carriage Rd)
Please print:
Property Owner: Town of Red Oak
Property Owner: NIA
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher A. Thomson, P.E. of The Wooten Company
(Contractor/ Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
P.O. Box A, Town of Red Oak, North Carolina, 27868.0016
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
NIA
Authorized Signature Authorized Signature
NIA
Date: _.. l ?? Date:
NC NHP Quad Search http://149.168.1.196/nhp/quad.php
F - p
NC NHP Quad Search Results
New Search
Returned Elements: 16 using: RED OAK
[Invertebrate Animal 11] [Vertebrate Animal 5]
Major Group Scientific Name Common Name State Status Status Federal State Rank Rank Global Quad -Status Map -
Habitat
Invertebrate Alasmidonta undulata Triangle Floater T None 52 G4 Red Oak-Current Link
Animal
Invertebrate Baetisca beck! A Mayfly SR None S1 G2G3 Red Oak-Current Link
Animal
Invertebrate EM.ptio lanceolate Yellow Lance E FSC S1 G2G3 Red Oak-Current Link
Animal
Invertebrate Elliptic roanokensis Roanoke Slabshell T None S1 G3 Red Oak-Current Link
Animal
Invertebrate Elliptio steinstansana Tar River Spinymussel E. E. S1 G1 Red Oak Current Link
Animal
Invertebrate Fusconaia mason! Atlantic Pigtoe E FSC S1 G2 Red Oak-Current Link
Animal
Invertebrate Lampsllls cariosa Yellow Lampmussel E. FSC S1 G3G4 Red Oak-Current Link
Animal
Invertebrate Lampsi!!s radiata Eastern Lampmussel T None S1S2 G5 Red Oak-Current Link
Animal
Invertebrate Macdunnoa brunnea A Mayfly SR None S2 G3G4 Red Oak-Current Link
Animal
Invertebrate Strophltus undulatus Creeper T None S2 G5 Red Oak-Current Link
Animal
Invertebrate Villosa constricta Notched Rainbow SC None S3 G3 Red Oak-Current Link
Animal
Vertebrate Ambloplites cavlfrons Roanoke Bass SR FSC S2 G3 Red Oak-Obscure Link
Animal
Vertebrate Corynorhinus rafinesquii Rafinesque's Big-eared
Animal macrotis Bat - Coastal Plain SC FSC S3 G3G4TNR Red Oak-Obscure Link
Subspecies
Vertebrate
Animal Hemidactylium scutatum Four-toed Salamander SC None 83 G5 Red Oak-Current Link
Vertebrate Neoturus lewlsi Neuse River Waterdog SC None S3 G3 Red Oak-Current Link
Animal
Vertebrate Noturus furiosus Carolina Madtom T FSC S2 G2 Red Oak-Current Link
Animal -
NC NHP database updated on: Sunday, August 2nd, 2009.
Search performed on Monday, 11 January 2010 @ 09:02:18 EST
Explanation of Codes
1 of 1 1/11/2©10 9:02 AM
1'4C NHP County Element Search http://I49.I68.1.I96/nhp/find.php
NC NHP County Element Search Results
New Search
Returned Elements: 38 using: NASH ALL
[Animal Assemblage 11 [Invertebrate Animal 171 [Natural Community 5] [Vascular Plant 7] [Vertebrate Animal 8]
Maior Group Scientific Name Common Name State Federal State
Status Status Rank
Animal Colonial Wading Bird Colony None None None S3
Assemblage
Invertebrate Alasmidonta heterodon Dwarf Wedoemussel E E S1
Animal
Invertebrate plasmidonta undulata Triangle Floater T None S2
Animal
Invertebrate Baetisca becki A Mayfly SR None S1
Animal
Invertebrate Elliptio lanceolata Yellow Lance E FSC S1
Animal
Invertebrate Elliptio roanokensis Roanoke Slabshell T None S1
Animal
Invertebrate Elliptio steinstansana Tar River Spinymussel E
Animal
Invertebrate Fusconala masoni Atlantic Pigtoe E
Animal
Invertebrate Lampsilis cariosa Yellow Lampmussel E
Animal
Invertebrate
Animal Lampsilis radiata Eastern Lampmussel T
Invertebrate
Animal Lampsilis sp. 2 Chameleon Lampmussel SR
Invertebrate
Animal Lasmigona subviridis Green Floater E
Invertebrate Ligumia nasuta Eastern Pondmussel T
Animal
Invertebrate Macdunnoa brunnea A Mayfly SR
Animal
Invertebrate Neurocordulia virginiensis Cinnamon Shadowdragon SR
Animal
Invertebrate Orconectes carolinensis North Carolina Spiny SC
Animal Crayfish
Invertebrate Strophitus undulatus Creeper T
Animal
Invertebrate Villosa constricta Notched Rainbow SC
Animal
Natural Coastal lain small stream
E S1
FSC S1
FSC S1
None S1S2
None S1
FSC S1
None S1
None S2
None S2S3
None S3
None S2
None S3
Global
Rank
G5
G1 G2
G4
G2G3
G2G3
G3
G1
G2
G3G4
G5
G1
G3
G4
G3G4
G4
G3
G5
G3
p None None None S2S3 G5T3T4
Community swamp (brownwater subtype)
Natural Mesio mixed hardwood forest None None None S4 G5T5
Community (piedmont subtype)
Natural PiedmonVooastal plain heath None None None S3 G4?
Community bluff
Natural Piedmontlmountain None None None 83? G5
Community bottomland forest
Natural Piedmontlmountain levee None None None S3? G5
Community forest
Vascular Carex bushii Bush's Sedge SR -P None S1 G4
Plant
Vascular Didiplis diandre Water Purslane SR-P None S1 G5
Plant
I oft
Coun - Map -
Status Habitat
Nash - Link
Current
Nash - Link
Current
Nash - Link
Current
Nash - Link
Current -
Nash - Link
Current -
Nash - Link
Current
Nash - Link
Current -
Nash - Link
Current -
Nash - Link
Current -
Nash - Link
Current -
Nash - Link
Obscure
Nash - Link
Current
Nash - Link
Historical
Nash - Link
Current -
Nash - Link
Obscure
Nash - Link
Current
Nash - Link
Current
Nash- Link
Current
Nash - Link
Current -
Nash - Link
Current
Nash - Link
Current
Nash- Link
Current
Nash - Link
Current
Nash - Link
Historical -
Nash- Link
Current -
1/11/2010 8:58 AM
NIC NBP County Element Search http://149.168.1.196/nhp/find.php
Vascular Hex longipes Georgia Holly SR-P None S1 G5 Nash - Link
Plant Historical
Vascular Lilium pyrophilum Sandhills Lily E-SC FSC S2 G2 Nash - Link
Plant Historical
Vascular Packera paupercula
Plant Balsam Ragwort SR P None Si? G5 Nash -
Historical Link
Vascular
Plant ThaGctrum macrosfylum
Small leaved Meadowrue
SRL
FSC
S2 Nash -
Current
Link
Vascular Trillium pusillum var.
Virginia Least Trillium
E
F5C
S1
? Nash -
Link
Plant virginianum Current
Vertebrate
Ambloplites cavifrons
Roanoke Bass
SR
F5C
S2
G3 Nash -
Link
Animal Current
Vertebrate Corynorhinus rafinesquii Rafnesque's Big-eared Nash -

Animal macrons Bat - Coastal Plain SC FSC S3 G3G4T NR
Obscure Link
Subspecies
Vertebrate Haliaeetus leucocephalus
Animal Bald Eagle T None S3B,S3N G5 Nash-
Current Link
Vertebrate
Hemidactylium scutatum
Four-toed Salamander
SC
None
S3
G5 Nash-
Link
Animal Current
Vertebrate
Animal f anius ludovicianus
Loggerhead Shrike
Sc
None
S36,S3N
G4 Nash-
Current
Link
Vertebrate Necturus lewisi
Animal Neuse River Waterdog SC None S3 G3 Nash-
Current Link
Vertebrate
Noturus furiosus
Carolina Madtom
T
FSC
52
G2 Nash -
Link
Animal Current
Vertebrate Picofdes borealis Red-cockaded E E 52 Nash - Link
Animal Woodpecker Historical
NC NHP database updated on Sunday, August 2nd, 2009.
Search performed on Monday, 11 J anuary 2010 @ 08:54:23 EST
Explanation of Codes
2 oft 1/11/2010 8:58 AM
I I ZONE 1 BUFFER IMPACT
?l - - I ZONE 2 BUFFER IMPACT
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PROJECT NO.:
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DATE:
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IN 1. X1 COV 2. X2 OVE 3. X3 NOTE INDEX TO DRAWINGS.
COVER SHEET
OVERALL SITE PLAN 1 NDEX OF DRAWINGS
NOTES LEGEND o
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 RED OAK RD STA 10+00 TO 24+00 ~ i
~ ~ ~ / \ ~ ~ 4. C1 PRO r / }
i ~ 5. C2 PRO ~ / ~ ~ l / c ~i 6. C3 PRO ~ ~ PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 (RED OAK RD} STA 24+00 TO 38+50 ~ '
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-SR 1003 (R'ED OAK RD} STA 38+50 TO 51 +7.6.71
7. C4 PRO \ s~ I / / I~ \ I ",I`~ 8. C5 PRO ~ \ ~ / ) /1~, _ yJ I 9. C6 PRO r ~ I ~ ~ ~ l~~"~ ,~j\~:~ I j ~ i ~ h_~ 10. C7 PRO 1 ~ l I i'T ~ j ~ ~a 11. C8 PRO~(`" i PROPOSED GRAVITY SEWER -PLAN AND PROFILE-NC 43 (RED OAK BLVDp W} ~ 0 W..
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-RED OAK MS STA 10+00 TO 21 +00 °
PROPOSED GRAVITY SEWER -PLAN AND PROFILE-RED OAK MS STA 21 +00 TO 29+42.62
PROPOSED FORCE MAIN -PLAN AND PROFILE-RED OAK S FORCE MAIN
PROPOSED SEWER -PLAN AND PROFI LE-CHURCH ST STA 10+00 TO 20+40.61 u_
~ ~ \ ~ / I , ~ ~ 12. C9 PRO ~I\ i JI J ~ 13. C10 PRO ~ ~ ~ ~'~.i/) ~ , ~I~ I~rTv'~~~ ~I ~ ~~~1 ~ ~ 14. C11 PRO i ~ ' it i ~ i 15. C12 PRO \ ~ 1' ~ I~ I \ ~ ~ \ C~`L 16. C13 PRO )L;~ I I I I I \ ~ r/ 17. C14 PRO ~ i ~ >l ~ ~ ~ ~,i~/~` I/ 18. C15 PRO i ~ ~ I^ ~ ~ ~ ~ / ~ ' 19. C16 PRO - \ / ~ ~ / ~ ~ y ~ ~ ~x~ ~c~"` 20. C17 PRO ~ PROPOSED GRAVITY SEWER -PLAN AND PROFILE- NC 43 RED OAK BLVD, STA 10+00 TO 21 +07.14
5,
PROPOSED FORCE MAIN -PLAN AND PROFILE-RED OAK PARK PUMP STATION _
1 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 200+00 TO 214+00
2 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA, 214+00 TO 228+00
3 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 228+00 TO 242+00
4 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 242+00 TO 256+00
5 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 256+00 TO 270+00
6 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 270+00 TO 284+00
7 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 284+00 TO 298+00 re .
~ ~ % i , ,
~ J ~ 21. C18 PRO ~j` \ ~ `_-~;~j~ \ li 22. C19 PRO ~ ~ ~ ~ \ / ~ 23. C20 PRO ~ I ~ ~ 8 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 298+00 TO 312+00 ~u
9 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 312+00 TO 326+00
0 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 326+00 TO 340+00 ~ ~ ~
r ~ ~ ~ \ ~ 24. C21 PRO ~ y
1 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 340+00 TO 354+00 z Q
~ `i ' ~ %
, I ~ J ~ - i j ~ 25. C22 PRO \ / ~ ~ 1 ~ 1 ~ ~ ~ ' 26. C23 PRO ~ ~ ~ \ J ~ ~ ~j / ~ i ,11 / 27. C24 PRO G` ' i 2 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 354+00 TO 368+00 ~
3 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 368+00 TO 382+00
4 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 382+00 TO 396+00
. OPOI SED 8'~ F~, V EWER J ~ J " • 0 CE MA7 ~
j ~ ~ ~ 1 t ~ ~ ~I'I ~ ~ 28. C25 PRO~-~ ~ ~ i 5 PROPOSED FORCE MAIN -PLAN AND PROFILE -STA. 396+00 TO 408+41
RED OAK ELEMENTARY SCHOOL BUILDING SERVICE PUMP STATION
~ ~ ~I~ , 4~,--~ORC ~M ~ ~ . 1,1 1i Iii. 29. P1 RED
I~~ ~r~~ ~I 30. P2 RED RED OAK MIDDLE SCHOOL BUILDING SERVICE PUMP STATION
\ S ~ ~~o~ \G8~ ~ly~]l III I~~ . 31. P3 PRO ~ ~ a l~ PROPOSED RED OAK ROAD PUMP STATION ° ~ ~ ~
J / ~ I \ / C3 ~ 7 ~ ~1 ~~ir 32. SD1 STAN 1 STANDARD DETAILS ~ ~ ~ ~ `O ~
~I,'-- - ` T~ ~ ~ - 33. SD2 STAN 2 STANDARD DETAILS ~ ~ ~ ~
~ 1, ~ il'~am 10 ' I ~ \ ~ rn 1
/ ~ L" / ~ C/ ~ \ y~ ~ j" ~ ~ L 34. SD3 STAN 3 STANDARD DETAILS ~ ~ ~
J~1 ~ ~ C1 ~ l) C9 \ I j~ ~ ~ ~ 35. E1 PRO ` CE M W i~ I
PROPOSED RED OAK ROAD PUMP STATION ELECTRICAL SCHEDULES AND RISERS ~ ~ ~
~ 36. E2 PRO i PROPOSE 6°, FO E MA ~1 / ' _ ~ ~ II PROPOSED RED OAK ROAD PUMP STATION ELECTRICAL DETAILS
f ~ o ~ ~ % ~ ~
r ~ ~ ~ 37. E3 PRO x ~ ~ ~ PROPOSED RED OAK PARK BUILDING "SERVICE PUMP STATION ELECTRICAL PLAN AND DETAILS
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UT S ABBREUTATI©NS N E
EROSION CONTROL
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE UTILITY AND
A AREA LP LIGHT POLE APPURTENANCES UNLESS OTHERWISE NOTED, 1, INSTALL S{LT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS ~
ABAND ABANDONED LT LEFT PIPES IN AND ADJACENT TO DISTURBED AREAS.
ABG AGGREGATE BASE COURSE LWL LOW WATER LEVEL 2. INSTALL SILT FENCE AROUND SPOIL PILES. ` ~ '~~I ~ '
AG ACRES GEN~~;~ L A AF,F, ABOVE FINISHED FLOOR MAX MAXIMUM , O 3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK /WASTE PILES AND STAGING AREAS AS
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK AL ALUMINUM MECH MATERIAL 'ORK ~ ~
APPROX APPROXIMATE MATL MECHANICAL p~IITHIN NCDOT RIGHTS-OF-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT IS: DIVISION 4, ON 4, DIRECTED BY ENGINEER.
ASPH ASPHALT MFR. MANUFACTURER 1 STRI CT 2, BILL BASS [phone], 4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH ~ ~ a
ASSY ASSEMBLY MH MANHOLE SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIQNS. i
AVG AVERAGE MJ MECHANICAL JOINT
EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY, NOTIFY UTILITY LOCATING SERVICE TO ARV AIR RELEASE VALVE MIN MINIMUM 2• :RVICE TO 5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL 4R GREATER AMOUNT OF ~ m ~~i
AZ AZIMUTH MON MONUMENT "MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION 'UCTION RIP-RAP WITHIN 15 DAYS OF DISTURBANCE. w ~
AWWA AMERICAN WATER WORKS ASSOCIATION ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. 6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" °v n UTILITIES. z
N/A NOT AVaLABLE IE RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER, a
B-8 BAC OF CURB TO BACK OF CURB No T THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE K N RH 7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
BLDG BUILDING NA[} 83 NORTH AMERICAN DATUM 1983 CONTRACTOR. 8. SEE SPACING DETAIL 3A/SD-1 FOR CHECK DAMS. `~:;J
BM BENCHMARK NC NORMAL CROWN
BOA BLOW-OFF ASSEMBLY NC GRID NORTH CAROLINA GRID ' BOT BOTTOM NCGS NORTH CAROLINA GEODETIC SURVEY 3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY PROPERTY 9. UTILIZE SILT FENCE IN AREAS NEAR ANY STREAM OR FLOWING DITCH.
BW BARB WIRE No, NUMBER CORNERS BY A PROFESSIONAL LAND SURVEYOR. ~a
NTS NOT TO SCALE
C&G CURB AND GUTTER NOM NOMINAL
GB GATGH BASIN NWL NORMAL WATER LEVEL 4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY, MINOR MINOR EROSION CONTROL CONSTRUCTION SEQUENCE
cL CENTERLINE ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO EXISING SIGNS MAIL BOXES, STORM SEWER PIPES, t A ~ PIPES,
CIP CAST IRON PIPE OC ON CENTER SHRUBS (UNDER 6 FT IN HEIGHT}, AND TREES UNDER 3 INCH IN DIA,). REINSTALL ITEMS TO THEIR THEIR 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
{ CI CURB INLET OD OUTSIDE DIAMETER
CLR GLEARA,NGE p/H OVERHEAD ORIGINAL CONDI110N, TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND D _
GM CONCRETE MONUMENT pRIG ORIGINAL RIGHTS-OF-WAY AT A LOCATION AGREED TO BY THE HOME OWNER, INCLUDE COST IN THE PER 'ER 2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
GMP CORRUGATED METAL PIPE THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS,
CMU CONCRETE MASONARY UNIT PC POINT OF GU TU E FOOT COST OF THE UTILITY BEING INSTALLED, RVA R
CO GLEAN OUT PED PEDESTAL cpNG CONCRETE PE PLAIN END 5 THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING U11LIlIES
, GONT CONTINUOUS PI POINT pF INTERSECTION _ITIES, 3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT [phone] FOR SITE INSPEC110N
STORM DRAINAGE, HEADWALLS, AND OTHER FACILIITES CAUSED BY THE CONTRACTOR OR RESULTING CONSTR CONSTRUCTION PIV PAST INDICATOR VALVE iULTING PRIOR TO COMMENCING MAIN CONSTRUCTION OPERAl10NS.
GpNTR CONTRACTOR ~ PROPERTY LINE FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR IACTOR '
caR CORNER PP PpwER PALE SHALL CORRECT OR REPLACE THOSE UTLITIES STORM DRAINAGE HEADWALLS AND OTHER FACILITIES o a e =ACILITIES 4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION .OPERATIONS.
GP~L CAROLINA POWER AND LIGHT PRV PRESSURE REDUCING VALVE
DAMAGED OR DESTROYED DURING CONSTRUCITON WHETHER SHOWN ON THE PLANS OR NOT. CULV CULVERT PSI POUNDS PER SQUARE INCH
PVG POLYVINYL CHLORIDE 5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLA110N OF UTILITY "
D DEPTH PT POINT OR POINT OF TANGENCY 6. SUPPORT EXISTING POLES FENCES CULVERTS PAVEMENT UTILITIES CURBING AND OTHER STRUC- 1 , 1 P TRUC- SYSTEM IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
DI DROP INLET PVMT PAVEMENT O CLEANOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL. ~
DI T TURFS DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL COND1110N AT NO DIA AME ER
DIP DUCTILE IRON PIPE R RADIUS ADDITIONAL COST. J
DIM DIMENSION R/W RIGHT OF WAY 6. AS CONSTRUCTION PROGRESSES, INSTALL ADD1110NAL EROSION CONTROL DEVICES AS
DISCH DISCHARGE RGP RE{NFORCED CONCRETE PIPE 7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 6 INCHES OF NCDOT NO. ABC AGGREGATE DIST DISTANCE REF REFERENCE ELATE INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER.
opT DEPARTMENT OF TRANSPORTATION REQ~D REQUIRED SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE EDGE ~ ~
DW DOMESTIC WATER RET RETAJNING OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH. 7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15~ WORKING DAYS: ~
® DELTA REV REVISED
RPZ REDUCED PRESSURE ZONE A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
E EAST RPM REVOLUTIONS PER MINUTE 8. OPEN CUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER. REPLACE CURB AND GUTTER TTER B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
EA EACH REINF REINFORCED WITH NEW TO MATCH THE EXISTING CROSS SEC110N. PROVIDE PAVEMENT PATCHING PER DETAIL. FAIL. THE ABOVE TIME FRAME.
EFF EFFLUENT RT RIGHT 1 ~ ~ i
EIP EXISTING IRpN PIPE
EL ELEVATION S/W SIDEWALK 9. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOTB THOROUGHLY PER SPECIFICATIONS. 8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF ~ O ~ ~ ~
ELEC ELECTRIC SAN SANITARY SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, DRESS OUT AREA ~ ~ ~ ILA
e EP :EDGE OF PAVEMENT SCH SCHEDULE W W 10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF FORCE MAIN WITHIN NCDOT RIGHT-OF-WAY, BHT-OF-WAY. AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND ~ ~ ~
E EACH AY SDMH STORM DRfVNAGE MANHOLE EX EXISTING SF SILT FENCE APPROVED BY ENGINEER. Q , ~ ~ ~
EXP,JT. EXPANSION JOINT SHT SHEET 11, CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING UTILITIES
S SOUTH VG UTILITIES i a ~ ~ ~
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A F.F,E. FINISHED FLppR ELEVATION SPECS SPECIFICATIONS ~TELY IF A
FG FINISHED GRADE S S U ~ POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES. Q Q ARE
FH FIRE HYDRANT SS STAINLESS STEEL
FIN FINISH ST STREET ;DOT
FLG FL GE 12. WHEN TRENCHING INSIDE NCDOT RIGHT-OF-WAY® SHEET OR SHORE AS REQUIRED TO MEET NCDOT AN STA STATION
FM FORCE MAIN STD STANDARD REQUIREMENTS. SURVEY UTILITIES
FP FIRE PROTECTION SYM SYMBOL EXISTING NEW EXISTING NEW
FPS FEET PER SECOND MENT,
FT FEET 13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, T TANGENT BENCHMARK ~ POWER POLE 'CEMENTING ~
FTG FOOTING TBM TEMPORARY BENCH MARK THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING TCP TERRA COTTA PIPE ANY DEPARTURE FROM THE PLANNED ALIGNMENT, FAILURE TO REQUEST AND RECEIVE PERMISSION FOR R TEMPORARY BENCHMARK 3~ LIGHT POLE z
G GAS TDfl TEMPORARY DIVERSION DITCH SSION FOR REVI SI ONS
G G GE IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT THE A A TEL TELEPHONE THE ~ CONCRETE MONUMENT 3 GUY WIRE
CONTRACTOR'S EXPENSE. GALV GALVANIZED TEL PED TELEPHONE PEDESTAL. SOIL BORE LOCATION c GAS MAIN s~.
GM GAS METER TEMP TEMPORARY o IRON PIPE -rFO- TELEPHONE FCBER OPTIC
GPM GALLONS PER MINUTE THK THICK © HUB i~ TACK
14. PROVIDE POSITIVE GRADE FOR FORCE MAIN TOWARDS AIR RELEASE VALVE IN ALL GASES. GR GRADE TOC TOP OF CURB
GV GATE VALVE TOP TOP OF SLOPE m NAIL
GYP GYPSUM ToW TOP OF WAIL IR R LE SE V V C N PO T M N. THE LOCATIONS INDICATED ON ' 15, A E A AL E LO A110 S MUST BE AT HIGH IN S OF THE AI DICATED ON THE o NFL ~ EROSION CONTROL
TP TELEPHONE POLE
HCP HANDICAPPED DRAWINGS MAY BE ADJUSTED TO MEET THIS REQUIREMENT UPON APPROVAL OF THE ENGINEER. TRANS TRANSFORMER =R° ~ PK NAIL EXISTING NEW
HT HEIGHT TYP TYPICAL SPOT ELEVATION - - DITCH / SWALE
HOR HORIZONTAL 16. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR. HP HORSE POWER U/G UNDERGROUND
HWA HIGH WATER ALARM SEWER SILT FENCE
HWL HIGH WATER LEVEL VC VERTICAL CURVE 17. PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS. EXISTING NEW
HYD HYDRANT VCP VITRIFIED CLAY PIPE
~ VERT VERTICAL C} MANHOLE INLET PROTECTION
o, 18. CONTRACTOR SHALL NOTIFY THE CITY OF ROCKY MOUNT WATER RESOURCES DEPARTMENT AT ~ ID INSIDE DIAMETER VOL VOLUME T co ~ CLEAN OUT ROCK CHECK DAM
LEAST 2 WEEKS PRIOR TO WORK ON CITY'S INTERCEPTOR AT OLD CARRIAGE ROAD SOUTH OF REGES STO C7 IN INCH VPC VERTICAL POINT OF CURVATURE F REGES STORE - SEWER uNE
~ 1N/HR INCHES PER HOUR VPI VERTICAL PQ3NT OF INTERSECTION ROAD. PHONE (252} 972-1291.
~ INF INFLUENT VPT VERTICAL POINT OF TANGENCY --FSS- FORCE MtVN
W TNT INTERSECT
~ INV INVERT W/ WITH STOR DRAINAGE
~ IPS IRpN PIPE SET WL WATER LINE O ISL ISLAND WM WATER METER EXISTING DESIGNED BY:
I r EVE iii INLET
WT WEIGHT ~ JB JUNCTION BOX W W V ATER VALVE DRAWN' $Y:
~ WTP WATER TREATMENT PLANT © FLARED END SECTION .EVIL
KWY KEYWAY WWF WELDED WIRE FABRIC MANHOLE CHECKED'BY:
WWTP WASTE WATER TREATMENT PLANT CAT
~ LF LINEAR FEET ATER PAO~ECT NO.
L LENGTH YI YARD INLET EXISTING ~ 3034°H
~ ~
0. } N D4 GATE VALVE 100' WELL BUFFER DATE. ~j 11~ARCF2010
~ ~ ~`1 BUTTERFLY VALVE `
O ~ SCALE=. o WATER METER
~ ~ .._a ~ 25` WELL BUFFER ` 1110 SCALF
~ I C PLUG ~ 1
FITTING l ~ WEL ~ ~
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TBM CORNER OF HATCH 1 I 0
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1. CONSTRUCTION WORK ON SCHOO
L PROPERTY SHALL ONLY OCCUR DURING SCHOOL BREAK AND
WITH SCHEDULE APPROVAL OF THE NA~f•f-ROCKY
MOUNT SCHOOLS. CONTACT MARK STRICKLAND SUPERINTENDENT OF FACILITIES AT 2`~2 462L2525.
2. CONTRACTOR TO CONTACT HASH-ROCKY. MOUNT SCHOOLS TO VERIFY LOCATION OF FIBER OP11C ~ NOW OR FORMERLY: ~ ~ OWNER: TOWN OF RED OAK ,
NETWORK PRIOR TO WORK. PARCEL NO.: 382300433436
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PROPERTY OWNERS NOTES: O CV
P1 NOW OR FORMERLY; OWNER; RED OAK METHODIST CHURCH 1, WORK ON GHURCH STREET AND SGHOOL PROPERTY TO BE DURING
PARCEL NO.: 382314345421 SCHOOL BREAK AND WITH SCHEDULE APPROVAL OF NASH-ROCKY y~4~V ~
DB: MOUNT SCHggLS, SEE NOTE 1, SHEET C7. PG: I I / ?,p~
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PARCEL :NO.; 382314346524
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NOW OR FORMERLI t~OW OR FORMERLY; ~ •NASH RY h W OR FORMERLY: _ _ - I I ~t 'NER; HASH RY MT BOAR y
O~INER: A TIT HURCH OWNER GLEANOUT FOR BAN. RED o ~ BAP s c ~ ::-31 314445489
PA~CEL NO.:38~314345649 DB: 1373 DB: p ~ PG: 645 1373 ; 645 ~
PG: Q i
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~ MANHOLE N0, 42 I STA,14+77.72 ~ ~ ~ i f ~
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PARCEL N0,:382314349060
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WJ I C f ER. JEFFERYS JESSICA JASON R PARCEL fd0.:382314348062 NOW OR FORMERLY: NOW OR FORMERLY: ~ q
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PARCEL NO.; OWNER: MOORS MAMIE_J`HEIRS X82300439100 DB:1767 f~ ~ ~ / m
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SEE NC 43 (RED OAK B VD, E) ~ ~ SHEET ~9 ~ ~~STM ~ NOW OF$ FORMERLY: 2" NPT CONDUIT FLANGE (SEE DWG. E3~
_ i ~ 1------ - OWNEfZ: TOWN OF RED OAK ~ ) -c---- - / G~ STRUCT. PLASTIC ANTI-FLOTATION ~
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STA 204+95
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188.91 `-;L.,
~ AGE P1,1:OFS 1s~S CP'M 9 SECTI 188.41Ci CL ._r.. _ a0 TC1N, w Hm"' 2
SCALE: 3/8n = l'-O" ( ~m "IdTH 3" DISCH,4,RGE NPI
# `td ._h1E7 !'TJIF BASE

O
I I _ _ I i r O N
I ~ _ , I I -.RED OAK R AD (SR 1003}
I PUMP STATION ELEVATIONS SCHEDU~.E
I ~ ~ 1 I~
I I ~ p
I I 1___ fl c @.. ~ q < ,'A, a• o. n r fl qr r r f ° WET WELL CAPACITY T.D,H, ' f~°°n • q,~n »P fl ma r r p a o, fl• .a'p , INSIDE DIA. {FT.) T.D,H. MOTOR STATION 8 STATION F FGRADE ELEVATION ON ELEV, ON ELEV HIALARMR ELEVATION- I~I
I I ~ °•flm ,°•p afl>' ° a° °'fl°°'9 {GPM) tFT'} tHP) ELEV. {FT,) ELEV: {FT.) tFT.} tFT,} tFT,) tFT;} ELEV. FT.> tFT.I' i
I I ,b ,Or '°pmr ap fl.• °,~nvf•flma fl.o apfle, qad ''fl a o° a m ,r
I _ v,flm v rp OO,fl ° 8°p •flmf rn , ~ 1C74 108 e • r o . - - - 108 30 165,00 152,15 164.50 155.15 156,15 156.65 157.65 157,65
. r_- ~ - , ( I fl•p° ap b'd'pr.fla r,~-o.~;~.'
. ° ( I f.flb Q.m aflr, gr~yrn+,flgr r
I -I I I I brd r ° fl ° r a•° a• fl+fl, m,~p ov p.n r, qr a, m n a
. QCl r m
D I r f ° ' ` 4 PRESSURE GAUGE INCLINED SO AS TO BE 8` DIA. PRECAST TO BE CONCRETE MANHOLE
I ~ ~ ~ r . Q ~ a fl < , , _ . fl'm r r• READ FROM SURFACE (TYP. OF 2)
~ ~ , I _ _ , q' f r , m fl.q o n f,,, qr~4 r , ~ ~ MANHOLE NO.1 ~ ~ ~ • f fl a a . fl,p. . p v n n r , qr tl • m r , ~ a o ' ' , STA 1000 NOTE: ° ALL BURIED FLANGES TO ~I ~
. • o..a ° ' • • •.o. ~ SEE SHEET C1
p n r,-qr r r n 1 n , , fl a r ° p m . b o• fl • fl• • 8 p < , 4 -0 x 2 -6 ALUM. ACCESS MJ TO FLANGE HAVE S.S. NUTS ~ BOLTS w 3°-0" x 5°-0° ALUM. RCCESS ~ °
f p r, ra r, m o a 0. G~ ~ fl,p,°,ap , r'r' f • 'm fl° SINGLE LEAF DOOR CONNECTOR (TYP.) ~ SINGLE LEAF DOOR w ~
~ • ` ° fl o r ° a ° ci a , oo s 'o r.-s _ r ,r a , . a„ / n , n r" fl Ore v v m fl fl.n • ©nfl e , %S , r..u~~uuu.~n.~ ~ ~
I - „ fl• © .U p r O qr r®r r .m , fl•n n ~I
~ °n a s a r r 4 CHECK VALVE n ' fl e v ` 4, p v fl r a, I, ( _ - 'm . r ~ a fl • b ~ n e , TYP. OF 2 2" SCH. 80 PVC PIPE ~
I D ` ( 4 qrQ m r rp ~ afl.C1. CRANE BASE C,hP. WITH.
I..,, ~ • r r a 0•fl. •~p a,fl ra a I rl ~ q r •~r~4 .~a;-~;~-ao R 4 PLUG VALVE I 3/4'° S.S. ANCHt)R BOLTS
- I -v-, q r r, m b' a - fl • ~ p f e ,fl , _ - fl. f , e' a e . m ~•p TYP. OF 2 ~
I r r Q. p p ~ ~ ' e ' r
j ° / ~ n r a r fl. rr 1 o p' g a p r,, 4 ' a fl 3Q' TILITY EASE .ENT 6 FM ~
fl. r f 4° X 6" i / flm v v Ofl q *fl tl ( e r ° n r, m a r, rf r REDUCER f ~
4 4 v . fl,0. flp o
` n r • 1 fl r n r , qry
/ O tlo •me r a fl V D _ I a 1, qtl f a, m ~ •9 a 4, ' ° , ~ ~ ~
p ' ' n m a sfl tlQr r. m r I fl a° C!, fl. p fl _ _ ~ i _
~ 45 BEND q' r m °•n ' , b' r rr I a p r r fl. .gip a, ®a a. m fl•p o ~ 4 X ~ ~ OF WETWELL
~ 'STA 200+OD o p e, r r o • fl, . b e r, q M°J. WYE - - -=I - - - - - A i
SEE ;SHEET C11 ' ~ ~ ~ • ` • •q•arpv.©ar e a n ° • ' P3
/ fl, t1pl r fl r ~ fl, • vd r, ' r~ fl r r n a o e n C~ ~ ~ 8°' INFLUENT
q e r, `e{ b' a ' ` a I •fl. Q n fl r . 4, fl o~ 1
I r f I '4. ~ • q e ' 1 r. •m m a 9 e f • fl, p o , ~ 4° M,J, 45° ~
l tl gtl~e r~.0,ms r°•a ~ ~ i TRASH BASKET ~
j e r a, fl]`° ©n m. r r I BEND m 1fl• " b + ~ / ~ (SEE DETAIL SHEET SD-3)
4 • bf + • m fl.p ! ~ a fl ©~1 r A . fl
a v, m n•afl 0 _r,
l i q fl f a 30" x 3D° x 3/8 ALUM.
' "fl. p r y r r I r r .p°af e p •fl ' ° 5 DIAMETER PRECAST CONCRETE ACCESS SINGLE LEAF DOOR
a "fl a a n ~r r ' fl• M HOLE OR 6 S('}UARE PRECAST fl.n a , a r f. r r n AN Q
~ r ;qr n ° CONCRETE BOX TOP EL. - 165.00 ~ INSTALL' TEMPORARY n ° r`r • •q°•o• ° o°fl'
fl° d r 4 r r ~ / CONSTRUCTION ENTRANCE, r , , a `,a,o • fl• ,a n ° fl mr'r
I a a, mr a• fl g Q Ip r p SEE.., SHEET SD-1 o n , , qa , ~ p fl°n • o
fl. ~n I r °m ~°Q'afl b' r r°
t ~ 4 << O.p• p rQ I I b d r r. •m a r 1 ~p fl
I •m • a ©r ° b' f 1
.PUMP STATION `PLAN ~
/ ~ ~ I : f ~ + C° N.T:S.
NOTE• TWELL INSIDE
CONTRACTOR .SHALL COORDINATE WETWELL INSIDE ~ DIMENSIONS AND ACCESS HATCH DIMENSIONS. WITH NSIONS WITH TOP SLAB REINF. W/ ~`4 t~ 1D'O,C.E:W., ~ ~
~ , r ~ I ~ U 'E S DIME PUMP AND TRASH BASKET MANUFACT R R ~URER'S DIMENSIONS EXTRA #4 EACH SIDE OF OPENING AND
1 ~ 6 PVC FORGE MAIN EXTRA ~4 BETWEEN OPENING ~ ~
~ ~ ~ ~
~ ~ 8i' PVC SEWER ~ ~
SCALE 1" ~ 10" PORTABLE HOIST " ~ 4 DIA. VENT PIPE W/ S.S. ~
~ - (SEE DETAIL SHEET SD-2) INSECT SCREEN (SEE .PLAN. ~ ~
S.S. HOCK FOR CORRECT ORIENTATION) ~ ~
/ ~
/ ~ S.S. CABLE ~ ~
~ ~ ~ PERMANENT U1ILITY EASEMENT 1 CHAMFER ~ ~ ALL SIDES HOLDER ~
~ ~ TOP OF STATI ON ~ \ ~R ~ f,.
l `I FIN. GRADE fL. ~ ~ i
I ~ ~
~ ~ ~ ~ ~ i ~ i ~ ~
i ~ i
~ ~ i MIN. c~ CONDUIT FROM CONTROL I
i o ~ i 4 D.LP> PANEL (PER ELECTRICAL
~ ~ ~ 4" DaP. DRAWINGS)
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,
~ ~ ~ ~ 8~ DIA. PRECAST v~`~.,
~a CONCRETE MANHOLE
~ ~ ~ ~ ~ h
n I s CRUSHED STONE STAINLESS STEEL ~ `
' GUIDE RAIL ,e _ ~ ~ ;p'
<r ELECTRICAL I ~o POWER CABLE 8 INFLUENT ,r
~ + EQUIPMENT RACK V UPPO T r U? PRO IDE PIPES R C~ ~ ~ ~ ~e~
I SERVICE POLE AS REQUIRED S.S. LIFTING CHAIN ~ ~~,~~~s~
AND LIGHT r~ ELECTRIC ~ E ~ PROVIDE 2°° X 1/4°° S.S. STRAP HIGH WATER ALARM ~ ~
N _ _ FLOOR DRAIN W j ® ~ AND ANCHOR TO WALL ~ t6°' O.C. ~ ~
~ ~o - . - - - - - ~ BACKWATER VALVE - - - ~I
X ~ ~ UC PIPE SUBMERSIBLE PUMP 2ND PUMP ON ® I
~ 2 SCH, 80 P 20'-0" WIDE DOUBLE (SEE SPECIFICATIONS
I SLOPE TO WET WELL ~ 'SWING LOCKING GATE';.. FOR REQUIREMENTS) 1ST PUMP ON ~
~ a I CI ;I
LIFTING LUGS ~
100 LF S LT ® ~ NOTE
ENGE EE COMPACTED ABC STONE ° 4 MALE QUICK W D FOR F ~ CONNECT COUPLING ELBO ROTATE INSIDE FENCED AREA BOLLARD (TYP, OF 3) )TATED FOR ~ MANUFACTURER'S STANDARD ~ I
DETAIL SHEE SD-1 - 94° -BEND CLARITY, SEE PLAN PSMH01 SEE DETAIL 4/SD-3 n RIM EL 166.67 411 FLANGED FOR ORIENTATION >EE PLAN PUMP OFF JTATION SELF-SEALING PUMP MOUNT '
6 FM ( p METER VAULT W ~ 90 BEND
/ ;(NV IN 158.08 20 TC ~ -~'t-'----~' ~ INV OUT 157.98 LOW WATER ALARM ® : ,,y , ,
H HA H _ 4~~ D.I,P, ~ ~ Ef~L
SEE DETAIL/7jSD 2 8 SEWER ~ ~ ~ CONCRETE GROUT „ N, ~ ~ 12 MI r~Y; ,
I - ~ ~ PVG ~ ® EML
~n DiP ~ ~ CONCRETE PAD , ~ ~ ~ 6._0.1 x ~~_61~ x 4" THK _ _
~ 4.1 5° WYE BOTTOM OF STATION " ~Y; CAT
/ ~ ~ t1 ABOVE GRADE) s~ - ~ ~n ST 029,75 -
11= ~ ~ ~ ~ --1_-~ WET ~ ~ - ~ 4 PLUG VALVE ~ ~ ~ ~ ~ a / \ \ ~ 3034- H
~ _ - • \ \ \ d i.~n~~ • ° • .
r ' 60s \ \ \ \ \ \ / \ \ r ~ ~.t~'iTE. MARCH2o1o
r J ~ 1r PROPOSED PUMP ~ 4 PLUG VALVE ~r
~ w 15 BYPASS PUMPING STATION AND ~ ~ ~ ~ 1, 1, 12" CRUSHED-STONE SCALE;
~ W ~ ~ 4x4 WYE VALVE BOX I CONNECTION, SEE' VALVE BOX D
~n ~ 1 ~ 11 MJ RETAINER CLAN ~ (DETAIL, THIS SHEET SEE DETAILS W' 8 -0 HIGH CHAIN START 6 (TYP. OF 5 JOINTS) ER GLAND A SE~TI ~N THRU PUMP STATE 4N AsSHOw~ 5 JOINTS) P3 N.T.S.
~ ~ ~ ~ ~ • LINK FENCE W! FORGE MAIN
a, ~ ~ 4" M,J. DJ, 90° BEND PRIVACY SLATS 90° BEND
~ _ ~ ~ ~ ~ ~ ~ ~ ~--~1~ WITH THRUST BLOCK 1ST BLOCK n-r
+~1 C?F X71
o r 4 r
LIMITS OF CLEARING
-011 BYPASS PUMPING CONNECTION YPAS PUMPING C NNECTION 12" 0 1' 2' 3/8 „_1,_o,,
/ ~V V 1 411 V 611 P3
REDUCER ~ 9

1' 6" " p _ _ - 3 -0 1._6". ~ ~
OVERLAP MAX, SPACING
® TOP ALONG OVERLAP EXISTING EDGES SLOPE o ~ pp~~ BOTTOM N 1 0 0
~ / a o CLASS B RIPRAP r L =THE DISTANCE SUCH THAT POINTS m ~ A AND B ARE OF EQUAL ELEVAl10N ~
~ - - - - o g
9'0°. ".9 ~°±9 ~?9100 •.O. ~,I a O ~ ( ~ FLOy~ T- ~
~ 'a' ,a~. k: ¢ ~ a a ( ~ STAPLE LOCATIONS TOP ELE o . T P, V, OF STORI ....,o; ~ rcn f~ i V, OF STORMWATER q ~ A L B
° ° ° ° ° °9.00 • ° ° ° w u- ~ ~ *5 OR *57 ~ tnCs *5 OR *57 CJ _ I
a°p.. °~°9e. wy y~ W I ,~~;r WASHED ST WASHED STONE~'~~ ~ ~ ~ 1 ~
a o o I /i ~ w ~ GRADE SLOPE I > NOTES:
6" MIN, ~ ti i G~GJCJCJCJCJ ~ ~ i' ~ ~ ~ ~ 1.} SET SPACING BETWEEN DAMS TO ASSURE THAT
r~ N a ~ I fi' RADIUS TO GDOT #5 OR X57 , l i ~rfi' ~ ~~y ~~~,'~~~~/,a//l`~///~ ~~t ~ THE ELEVATfON AT THE TQP OF THE LOVER DAM ; O ~
w a ~ ACCOMODATE WASHED STONE a 3°-p" d ~ I VARIES IS THE SAME AS THE TO£ ELEVATION OF THE UPPER GAM. > ~
J a O ( LARGE TRUCKS ~ ~ ACROSS MIDD a ~ I ~ SIDE VI Ell DE VIEW I ~
NEW CONS ~ r ua e w LE w z TRUCTI ON I o a d a } z I U
50 MIN. w ~ u. I ~ ~ Q ~ ~ e W I a EXISTING SLOPE pp~~ ~~°ee nn~~ q
" ~ cwaa o I ~ cu w .i ~ VARIES EXISTING 35" MIN, r N ~ 15 MIN, coo w VARIES lvl ~ P ~l~ I I V ~ ~1 ~ ~
ROADWAY r~ wr I a NETTING OR MATTING Q ~ ~ SD-1 NOT TO SCALE W
SEE SPECI I ~ r ( FI GATT ONS) i '~r\ \ s I ~ ~ e w fl
- o I t4 ` f~ Z
ANCHOR T E R NGH
~ ;u ;r~- ~ l ~ 6 MIN. ~ r ~,A ' ~ i'~/'r~ ~ NOTE: 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON ° _ r ~ /~~~~'r PLANS, !I
END OF LINER SHEET t,~ ~ S 12 MIN. //r; _ ECTION INSTALLATION OF LINER;• ~ % ' STRAW W J NETTING OR ~ ~ ~
NOTES: KEYED RIP 1,l APPLY LIME, FERTILIZER, AND SEED BEFO RAP , s' TEMP DITCH LINER
RE LAYING LINER. ~ s:- ~ ` ,~t 1.) ENTRANCE APPLICABLE AT ALL POINTS OF INGRES ,r; V1
.SAND EGRESS UN11L SITE IS STABLIZED. 2•~ LAY LINER FROM TOP OF SLOPE OR CHANNEL AN i ALLOW D UNROLL IT DOWN THE GRADE. ~ 1 ~ ~ ti~
NETTING TO LAY LOOSELY WITH WRINKLES, DO NOT STRETCH a~ ,a ~ 2.) CONSTRUCTION ENTRANCE SHALL BE PLACED FO LINER. ~ ,r , ~ x R MAXIMUM UTILITY BY ALL 5 0 ~ T~~~ o~ ~ ,m
CONSTRUCTION VEHICLES. 3.~ BURY THE UPSLOPE END IN AN ANC ~ R X57 WASHED STONE HOR TRENCH 6 DEEP, COVER WITH SOIL AND TAMP
FIRMLY, PROVIDE STAPLES ~1 WIDE x 6 LONG MIN. AND OV ERLAP AS SHOWN ABOVE.
3.) PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON 4~,) TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHO NOTES: FRONT VIEW au 'RONT VIEW ~ ~
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE F OVER R THE END OF THE NEW LINER, RESH STONE ON SITE. LAP THE END OF PREVIOUS ROLL 12 MINIMUM AND STAPLE T _
BELOW ANCHOR TRENCH. A 12 Q.G. 1,) HEIGHT AND WIDTH DETERMINED BY EXISTING T 4,} ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC STORAGE REQUIRED. Y EXISTING TOPOGRAPHY AND SEDIMENT FOR DITCHES WITH HIGH
ROADWAY SHALL BE REMOVED MAINTEN AND CLEANED IMMEDIATELY. ANCE• 2,) KEY RIP RAP INTO THE DAM FOR STABILIZ ATI C VOLUME FLOWS, ROCK SLOPE PERMANENT -GRASS LINED STABILIZATION, PROTECTION MAY BE NEEDED TEMPORARY -STRAW W/ NET OR
3.? DO NOT PLACE CHEG INSPECT PERIODICALLY OR K DAMS IN LIVE STREAMS iVE STREAMS. .PER STANDARD DETAIL
AFTER RAINSTORMS: FOR 4,l ROCK CHECK DAMS ARE PLACED ON EACH SIDE }N EACH SIDE OF IMPACTED STREAMS TEMP DITCH LINER
~ 2 EROSION OR FAILURE. REPAIR AND AT 1000 IN1I=RVALS BET~NEEN STREAMS. ALL WASHED OUT AREAS BY N STREAMS.
SD-1 NOT TO SCALE SD~1 NOT TO SCALE RE-GRADING, RE-SEEDING
o ~ AND RE-INSTALLING LINER ~E L~
AND MULCH AS - REQUIRED, SD 1 NOT TO SCALE ~ TP~L ITC SCALE
SD-1 NOT TO SCALE
L' ,
Tem arary_Seed' 1~4._
Dec. 1 - A r. 15 P Rye Grain 120 LW
Kobe Les edeza P 5 0 Apr. 15 -Aug.. 15 German Millet 40
~ ~ .I 14 LF MIN.
Aug.15 - Dec. 1 R e Grain ~ Y ) 120 ~ C~o C~ SILT FENCE Q
ime / ~ ~ o 3,000 WIDTH VARIES / / a o ertd~zer 10 10-10 g0 ~ ~ ~ /x - ~ o REQ'D ~ i~
0 AS NOTED ~ ~ ~ ~ o Mulch Straw 4,000 ON DRAWINGS ~ \ i ~ ft; f ~ O
~ o Q ~ f AS NOTED ~ ~ NEW PIPE LINE ~ {
FILTER FABRIC TO °oQ oo f Permanent Seedina ~ oQ Plant' Dates o ~ ~ I
Feb. 15 - ass T e u ds c e BE KEYED INTO ~C7~~(~ Apr. 30 Tall Fescue 10 ~ ~
& Pensacola Bahiagrass 50 ' TOP OF SLOPE ~ o c~C~o~ Sept. 1 -Oct. 31 Kobe Les ede Daa STATE ROAD i -i~ ® ~ ~
T p za 40 ~ Qo Q °oQ~ all Fescue 100 f: , o ~o >DC~ ooQo ~ ~
Pensacola Bahiagrass g0 1 a a D~~ a 18'° OF CLASS TRIP-RAP ~-CULVERT ~
Lime 4,000 3 Z p ~ ~ 3 C~ .c ~ a Fertilizer 10-10-10 1,000 ~11 ~ SMOOTH FOUNDATION ~o aC~ ~ ~ PLAN ~ ~ ~ I
Mulch Str w ~ ~c a 4,000 0 ~ 1 ~ oo Q UNDER FILTER FABRIC Q ~oooo w Q~ goo ~ ~ ~
cv 4~ o ~o ~ ~
Oo Q ~ d~ PREPARATION OF SUBSOIL ~ ("1 oU 1g p ~
~ A. Ca lete ~ i mp aperat~ans m the ores to be seeded and prepare subsoil to eliminate uneven areas and law ~ ~ o surface to the a proximate desi n contours, spots. Bnng o ~a Qh{~~ i--- 45 00 ooC~o M1N, GRADE ~ p ~
9 ~ DUc~„~,, B, Scarify subsa to a depth of 3 inches. Remove weed ~'Y' r ~ {TYP) o°Q~DO~,o r-CULVERT ~ ~u ~ ~
lar er, s, mats, stones and foreign materials 1-1/2 inches in diameter and 9 ti ~ PLACING TOPSOIL
A. Place to sa ~ RIP-RAP NCDOT CLASS II p ~ during dry weather and on dr unfrozen subsoil.
B. Spread topsail to a minimum depth of 4 Ina Remove ve stable DITCH (NV EROSION CONTROL STONE {EGS g math' and forei n non-~ anic materi } oClo~(~oQQo ~ ~ AS NOTED ~ _ TOP OF Q ~ ~ 'r ~ i~ ~ NEW PIPE LINE ~ ~ ~ ~
while spreading. Grade surface to provide positive drama a and revent water o ' g g of from to sail one Pass of a cultipacker or similar a ui ment g P p ndmg. Lightly compact topsail with a least ~rr~D~ ;,.oJ~ 24 MIN ~ ~ ~ ~I
C. Maintain the finished surfaces b q P y protecting, and replacing topsail and subsol as necessary untl the area is aac ted ~ / / PROFILE ~ ~
undsr the contract, eP FILTER GEOI•EXTI LE TYPE I I APPLICATION OF LIME ~ ~ } ~'~~~,t~~~/frV~/,,~~ ;A`~ x~N L~,
OR 4 No 57 STONE A. Liming shall be done_immediotely after grading has reached the fine radi sta a even thou LESS SHOWN OTHERWISE FOR SANITARY SEWER GROSSING
be done until several months later. g ~ 9 " gh actual seeding may not AGGREGATE FILTER B. S read .lime evenly b means of a mechanical distributo
C en lime is distribu ed b commercial limi .dealers r,
En inset and shdl show y n9, "sales sh s showing the tonnage delivered Mall be filed with the 9 the full tannage required for the acres ated. O. Inca orate lime in the top 2 to 3 inches of sail by harrowing, diskin , or ether a roved m
APPLICA ON OF FERTILIZER g PP eons. INSTALLATIQN ~F PIPE ~
SD-1 NOT TO SCALE 6 A. Spread fertilizer not more thou 2 weeks in advance of seeding, E E TI
B, Ta verify application rate, determine acreage to be fertilized and rovide En ineer with t w ' - i P g atal ei ht of fertilizer a Iced SD 1 NOT TO SCALE to the area g PP ~ LINE AT CULVERT DETAIL _ ;;GALE
C. Provide'mechanical sreader far even distribution and spread half of the rate in one direction, and the ether half at SD-1 NOT TO SCALE
right angles to the firs .Mix thoroughly into upper 2 to 3 inches of sod b diskin harrawi o Y 9. n9 r other approved methods.
I, ~
~ ~
,~a ~ ..i~
V !
ENTRY POINT n~ p J r r~
OF DIRECITONAL BORE ENTRY POINT i~ ~ ~°ys
OF DRY JACK & BORE STONE FILTER OF 1 _ GRAVEL PLACED s~ ~ AGAINST FENCINGWHERE REQUIRED. .
3 LONG MIN., 2' x 4" S~_0~~ MAX S,_0~{ MAX-
STEEL POSTS MUD '1
P1T I
~ ~n~ of ,o ~ c _n~i~ ~ ~ I r
i I I ~ ` ? - f _ ~
I ~ - ~ ~ I I ~ ~ ~ ~ WIRE
~ I I SILT FENCE ~ MESH. z
I SILT FENCE TO -u x TO BE BE ~o~ ~ - TYPICAL ' ~ ° y r
U INSTALLED SILT F ENCE ~ ~aL W INSTALLED I OR BASIL TYPICAL INLET ~ SILT OR BASIN FENCE
~y ryt~ryai C=J ~ 11 TO BE ~o ~ INSTALLED ( L a I: ~ - ~ ~
~,o, MIN I ~ a I (
I I f oar a ~ °a~J oo~ ~ ~o ~ X57 STOP #57 STONE _ . i ? ~ I i r--- ~
~ ~ r ~ I ~ t FRAME i ~ APPRQVED SILT r i 6" x 6" WIRE i i ~ 1 g~~ DESIGNED 81`,
~ STREAM ROAD ~ Q ~ "~~,x ~ ~ ~ ~ i i FILTERING i , MESH BACKING i ~ ~ Q _ r'T- EfNL
I I CULVERT M r _ GATHER - a, a ROAD ANCHOR z- i ~ GATHER ~ i i FABRIC ~ i i i ~ i i DITCH ~E~AWt~t BY:
1 j4 !N1RE _MESFI EXCESS , r r CORNERS EXCESS AT
~ SILT FENCE I TO BE SILT FENCE ( ~ CORNERS_~----?~ ~ i i ! ~ ~ i ~ ~ ~ EML
~ INS I I TO BE STEEL ENCASEMENT PIPE TALLED Note: Stockpiles will be the ( 4J CHECKED BY: T k ~ P 1,33 Ib/ft STEEL POSTS CAi
~ ~ INSTALLED ~ ~ responsibility of the
~ a contracto ~ ~ NOTES r. He shall secure a o~ ~ I ~ I site for an F N' PROJECT NO.r ~I
stockpiling and I I ~ ensure the said 1. DRIVE POSTS INTO THE GROUND TO A DEPTH I pile is ~ > Note: Stock ilex will be the 3034-I-II, TO ADEPTH OF 1.5'
II P ~ ~ properly surrounded by silt responsibilit of the 2, WIRE MESH SHALL. BE DATE
~ ~ I ( Y HARDWARE CLOTH 23 fence. I ~ a ~ contractor. He shall secure a AND 5HA~L HAVE- 1 4 MESH OPENINGS, BI CLOTH (23 GAUGE MIN.) ~ A. POSTS .SET AT DEPTHS OF 4' FOR EART f~AACH 2010 }PENINGS, BURY .FABRIC 1 H BACKFILL, ANCHOR DITCH ~
~ ~ site for an stockpiiin and AND E?~T . 9 END TO THE TOP OF THE POSTS. IS 9" x 9° AND FILL 'IS.fiO BE COMPACTED, ~ SCALE• POSTS. k NO SCALE
~ ensure the said pile is Z °j ~ properly surrounded b silt 3, SEDIMENT'CONTROL STONE SHALL BE 57 STC
~ Y # ~ ,i fence. OF STONE AT WIRE MESH SHALL BE T2 INCHE . BE #57 STONE. HEIGHT B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A BE 12 INCHES, VELOCITY 'BREAK AND SILT TRAP. II
~ Q ~ i '.E CORNER P~.~1'fS f't1hITQA(*TftD l1nV ~tc+r,,a~rr-n~-.~ li .
Q ~ EXIT POINT OF ~ FASTEN FABRIC SECURELY AT THE CORNER Pt
v"I v~L mnir-MIA. UK mtIHUU UHON APPROVAL 1 FROM ENGINEER. SHEET 32 of 37
o , DIRECTIONAL BORE-` fl DRY BORE & JACK
~fl ~ L &EC DIRECTIONAL DRILL DETAIL 9 SILT FENCE
o w fl \ ' SD-S&EC DRY JACK & BORE DETAIL LET PROTECT 10 1 NOT TO SC ALE - T TI C SD-1 NOT TO SCALE
~ SD 9 NOT TO SCALE SD-1 NOT TO SCALE a
SDMI
f~
I

__o ROADWAY GATE OPENING ~ '
1fl°-O" MAX AS SHO EE NOTE ~ PLANS m
N
i (PAVED AREAS 9fl~ SOLID ' PERSONNEL ~ I
12'° THICKNESS (-2, 3 STRANDS OF BARBED WIRE PRIVACY FABRIC 10'- 10'-On MAX 10'-On MAX GATE
H OR HB BITUMINOUS z (UNPAVED AREAS) (UNPAVED AREAS) 4 PT BARBS 3" O.C. - { ) CONCRETE ~ CONC. ENCASEMENT CONC. ENCASEMENT ~ ~
AT 3000 P.S.1. AT 3000 P.S.I. Tfl~ TOP RAIL TOP RAIL
TYP. TOP N \ a
SURFACE IN TYP. FINISHED GRADE (PAVED AREAS) a ~ r 12°' THICKNESS I-2, u PAVED AREAS r IN UNPAVED AREAS
H OR HB BITUMINOUS ~ x ; : ; _ . , x z
CONCRETE TOP RAIL, TYP > n, .n = _ - BRI BRACE ~ SEE-NOTE 1 Q
ICI I I !-l I ~ VALVE BO ~ .III- III-III-11 X ~
COVER ~ ~ ' ~ ...'x .i o BRACE SEE NOTE 1 ~ ~ ~ ~ x~,
x rn >i } ~ a ao ~ ~ 7 GAUGE >n~ ;x
K d 'A' xF TENSION fx ~ ~
BASE COURSE in ; ~ WkRE s c , ~ , . C1 m ~
. a.. n. .375 DIA TIE ROD x ; ~ x o ~ ,z' < VALVE BOX i 4 ~ ~ FINISH WITH TURNBUCKL ~ . ~ n^~ ~ ' O
~ GRADE , LL
-NOTE TO CONTRACTOR: . •a • . • U ; . ~ TAMPED BACKFILL- ~ a • • ~ ,r\r. ,,y ~fi;v , VALVE BOX SHOULD NOT ~ ~ I I ~f TYP CORNER POST ~ f I I ~ ~~i, 11 ~~fi ~ I I ~ii~~fi i f ~ ~t \ r fT T~'\~ ~ I n cif/~%`/ 'i~j~' ~ ''~~fj\\fj \\f''~\f~`~ 4~ti
CONTACT MAIN OR VALVE ~ ~ I I n R II f`% I I . u~ TYP LINE POST II s i~ I I ~~f;~~f .375 DIA TIE ROD vi~v}f 1€ v~ff~f v'i~y~ I ~ w~f;~`ff vviffvv~i I I ~f~t`~ n
•Q•• Q a I {3 O.D. END, i II " II o ~~i C ~~i i I I CORNER, BRACE iv i {2 3/8 O.D.) II ~ I I I ,~i WITH TURNBUCKLE y`if I t v~ o I I ~v~!~' 1~fjj I < yv ; 2 O~D.BOTTOM RAIL I I 2° O.D. BOTTOM RAIL I I
MIN i °-VALVE i~ ~ A ~ " II II II Il I I I I I t I I TYP GATE POST
~ -0 ~ u u u CONCRETE CONCRETE U TYP GATE POST U u ~ ~3" O,Da}
TAMPED BACKFILL (3" O.D.} CONCRETE
BLOCKING PLAN ~ 12" " ~ " 8 14 U.1 1'-4" CONCRETE ~ 12° Er
SEE NOTE 3
SECTION NOTES
1. D,LP. MAY BE USED FOR VALVE BOX EXTENSIONS.
CORNER /LINE 2, VALVE OPERATING NUT MUST BE EXTENDED SO ROADWAY GATE PERSONNEL GATE - -
THAT THE DEPTH IS NO GREATER THEN 5'F ROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT, NOTES; 1. PRf CHAIN LINK ~ FENCE NOTES; 1. PROVIDE LOCKING LATCHING DEVICES FOR SECURITY. (PADLOCKS BY OWNER)
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED 2 PRt 2 PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN P(1SI110N. '
OUTSIDE OF PAVED AREAS, SD-2' NOT TO SCALE
3. IF I 3. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES.4-INCHES LARGER IN
DIAI i T DIAMETER THAN POSTS AND BAGKFILL TO GRADE WITH CLASS °B" CONCRETE.
~ L B TAL LATI 4. PRf 4. PROVIDE COLORS AND SLATS PER SPECS,
SD- NOT TO SCALE u,
,x
1. WHEN CONNECTING WITH .DIP SEWER, PROVIDE DIP. SERVICE. AND APPURTENANCES...
2: WHEN WITHIN 100' RADIUS OF WELL, PROVIDE MJ DIP PIPE TO INCLUDE TEE, SERVICE 1 '
. 4" X 8" GASKETED .PIPE, WYE, BENDS, CLEAN OUT, AND APPURTENANCES. INCLUDE IN HYDROSTATIC TEST, PROPERTY ~®o °
SEWER TEE 12 X12 X4 12,.,X12"X4„ SEE SPEC 02530.
CONCRETE PAD 3, WHEN CONNECTION WITH PVC SEWER, MATERIAL TO BE PVC WATER TIGHT. LINE ~ D OONORETE 'PAD l
CLE PLl CLEANOUT -.UNLESS IN PAVED AREAS (WHERE THE WYE, BEND AND RISER PLUG. ~ PLUG WITH.. MUST BE CAST IRON) I ~
" FINISHED REt 12 -0 GRADE SLt REOESSED ~
SEWER MAIN SLOT PAVEMENT z
e mr e n ~ ' 00 VARIES 4 -0 6 -0 i 6 -0 ~4`-0' FLOW a. ~a~ GIR IASDE " ~ ~ I ~ ..4, 4' 1111=~~1-~11- - I I I~I-I~: I ~ ~ O
} . ~ ~ . , _III~III. IIIT~ G~~ MIN, -~i~i~i-i~~=iii= ~
I . 1 q
I • , ; D.. Q.. /16 OR fg -`1/8th BEND. ~ ~
PVC PIPE ~ BEND 4" DhP ~ WYE ~ L~ Loa
I ~ MINIMUM `GRADE QF 1.OY. -WATER TIGHT ~ - _ ~
SLOPE AT 1 4:12 ~ SLOPE AT 1 4:12 WYE & i BEND ~ / fa LONG SWEE ~ _ ~ I- Pu - ~~~I~ II, III-1~1 III il_h_ L c ~
5 12:1 12:1 S~0 4 X 8 MJ TEE COp~ 3:1 ~ V~ I r~ ~ ~ P~ ~~I tii I II~II III-111-h11 I11J1!~V~ III 111_111 111-111_I1~= Q ~ ~ III III Iii .r. 1~1=N1_Ill~il- ~ -III=~11 ~1~I11=~~~-~~ o ~ ~ ~
NOTE ;I~~ii11,,,lll-II~COMPACTED SOIL ' p LIa ~ ~
1 \ / ~ / /l ~ i ~ SAN- SEWER SERVICES. WHICH MWN ( ~ ~ ~
\I, A, CIJT SEGTIpN FILL SECTIt7N i ARE 4 TO 20 FT DEEP SHALL ~ ~ LLI ~ ~ REQUIRE BEDDING IN TEE -SEE DETfVL 4lSD-2 O ~ ~ ~
ACCORDANCE WITH SPECIFICATIONS ~ ~ LL9 ~
8" AGGREGATE BASE COURSE FOR FLEXIBLE PIPE SERVICES. ~ ~ Z
COMPACTED SUB-GRADE SEWER M N AI OVER 20'AND UNDER ~ F- ~ ~ 3' DEEP SHALL REQUIRE DIP THREADED ~ ~ ~ ~
.PAVED SURFACE n BRASS PLUG ~ ~ ~
N FLOW I L NE END OF LINE THREADED
P TY ICAL GRAU s EL DRIUE ~RIAS[}E ~ BRASS PL~IG _ ~ n CAST IRON OR SEE
SD-2 NOT TO SCALE ~ DUCTILE IRON PIPE ENCASEMENT.
..a-_-4" THICKNESS-" 300 psiCONCRETE
& CAST IRON DETAILS ~ ISTH BEND I z
CLEANUUT DUCTILE IRON PIPE 5 ANUUT DETAILS I`
so-2
NAT TO SCALE ~ SCALE SIDE VIEW TOP VIEW.... ~
CLEAN OUT FOR CAST IRON WYE Q
A I S NITARY SEWER LATE RAL CONNECT IAN WELL MAINTAINED AREAS CLEANOUT IN PAVED AREAS z '
4
SD-2 NOT TO SCALE 6 SANITARY SEWER TAP AND SERVICE ' ~ -
SD-2 NOT TO SCALE ~ ~ r
1, ALUMINUM
GUIDERAIL + ,
TYP. Off` 2) I/~" DIA.MOUNTING .HOLES. ~ c I' >
,r
ACCESS HATCH, H2O PUMP STATION WALL
LOADING EXIST MAIN 36") 7"'
uNDisTU a VARIES (24" - 36") a n RED 5-0 DIA PRECAST TREN(~-I WALL S.STL. CHAIN
METER VAULT NOTES:
n NEw TAPPING If4" S,STL. „ fi ~ PLUG VALVE ~ SLEEVE +w. °
6 ~ PLUG VALVE N ALL FITTINGS SHALL BE COVERED CABLE A D BOX (MJ) o
AND BOX (MJ) NEw TAPPING 1MTH 10 MIL. POLYETHYLENE SHEETS o _
VALVE PRIOR TO POURING CONCRET€ BLOCKING _ , , coNt,~ETE . D L WINCH ~ o r ~ ~ ~
~ / / ro \ \ / BLOCKING " ASSEMBLY ~ 5 -fl I D , ~ / ~ ALl BACKFILL TO 2 -0 ABOVE PIPE a ~ ~ ~
• ~ ~ Ai ~A V\ v , \ \ \ \i 6 SHALL BE A MIN. OF 95X STANDARD
~ PROCTOR V ° PRESSURE r*.
I I GAUGE SAFETY - -
N PVC PIPES SHALL BE SUPPORTED EITHER STATIC G~ SIDE OF SADDLE LOCA?ION wTH CONCRETE t ~TATIC HOOK 10 ~ ~ ~ DESIGNED BY; ,
- ENCASEMENT PRIOR TO INSTALLING SADDLE z _aoP ~ ~ ~ EVIL
~ ~ PLAN , ~ ~ c i n 24 4 ° ° _ _ DRAWN BY; 24" = 49" 10" ° ~ EI~L
6 DI PIPE, TYP a~
~ STAINLESS ~ UNDISTURBED LIFTING LIFTING 3 W- ~ CHECKED'BY. , ~ /g BASE ASSEMBLED SECTION cAT
PRESSURE RUBBER BOOT W/ ~ TREN(~i WALL STEEL TUBE HEIGHT TRANSMITTER o ~ ~ Q SS STRAP, TYP ~E HEIGHT PLATE
~ Q ~ NEw TAPPING NEw TAPPING DAVIT Z~ ~O 3/S~~ PROJECT NO.: I
n ~ (~j O~ O SLEEVE VALVE 6 ~ FLANGED ~ ~ ~ \ STAINLESS 3034-H
~ ~ DISMANTLING JOINT 0. ~ \ ~ STEEL TUBE WEEP HOLE ° aATE; 3E FLOOR MOUNTED MARCH201o
6°°~ MAGNETIC FLOW 8" MIN. X57 STONE, TYP ~ ST STAINLESS STEEL STOP
~ ~ CONCRETE ~ ~ ~ A ~ METER, SEE SPECS (FL) SUBGRADE COMPACTED PER BL~CKiNC C CRUSHED STONE SOCKET ~ '.SCALE: ,
O ~ SPECIFICATIONS SEE CHART BEDDING LIFTING NO SCALE
Q O " ~ PIER ' I 6 -0 g'-0" FOR SIZING) UNDISTURBED h ANGLE
b ~ BOTTOM NOTE; °
ELEVATION 60" OVERALL AMOUNTING HOLES ARE ~ 1~„ ( ~A~DES
iir~niiT
SOLID , SHEET 3< OF 37
ALUMINUM SIDE GUIDERAIL ELEVATION
a 7 ETE" VAULT TAPPIN G SLEEVE AND VALVE WHEELS
ooNo U a \ D- SCALE: NOT TO SCALE Sot NOT TO SCALE PORTABLE H A I L LE HOIST AND EASE DETAIL (TYP, OF 4)
C~- g TRASH BASKET DETAIL
NOT TO SCALE LE ~
NOT TO SCALE

NOTES: STANDARD THRUST BLOCKING SEED AND MULCH MIN. 2" OR MATCH EX. ~ ~
PER EROSION ASPHALT THICKNESS ~ N
1. THRUST BLOCKING SHALL BE USED AT BENDS, TEES, OR WHERE DIRECTED BY ENGINEER, STANDARD OR WATERTIGHT TO ) P OF MANHOLE AT OR CONTROL AND WHICHEVER IS GREATER. m SEDIMENTATION EXISTING SURFACE MA1'GH"EXISTNG
MANHOLE RING & COVER AS ABOVE FiN GRADE AS 2,) CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, PLOWABLE FILL, ETC, SHALL PLANS AND SPECS GRAVEL THICKNESS, EX. GRAVEL WHICH EVER IS
BE FORMED USING PLYWOOD QR SANDBAGS TO PROVIDE RE 'D SHAPE. INDICATED ON DRAWINGS INDICATED ON DRAWINGS f D FIN GRADE f// / / / j ~ ~ / \//'v//\//\/;`~r SURFACE GREATER
t ~ ~ \ \A / , n 3.) CONCRETE SHALL BE 3000 PSI MINIMUM. 4-318 LAG BOLTS. f \ fiA/\/\/ ~ ~ / ~ j%rj~; ri ;~~,//`\//A// ~ 1~s4 '~7t~N~•~.: 8 MIN. a ~ ro ~ ~ ~ 8~,
f / / / / / / / jf , / PRECAST CONCRETE GRADE RINGS ~ / ~ ,
PROVIDE MASTIC SEAL \ / 4.) CONCRETE SHALL NOT ENCASE OR CONTACT BOLTS 4R ENDS OF MECHANICAL JOINT FITTINGS, WITH MASTIC SEAL AND GROUT OR , n BENEATH FRAME / ~ ~ ~ / WARNING 12°°. ~ ~ ...12°° 12° ~ ~ Y 1Z°°
WRAP PIPE WITH 4 ML POLYETHYLENE PLASTIC TO PREVENT BOND. BRICK AND MORTAR FOR GRADE / ' j/, ~ TAPE o o ,.COMPACTED FILL ~ ~ COMPACTED FILL ~ ~
\ f ADJUSTMENT t12 MAX HEIGHT) l ~ n' ~ SEAL JOINTS PER I FINAL BACKFILL
CONCRETE THRUST BLOCK SCHEDULE / DP r / SPECIFICATIONS / , , i ~ Taiv~~i M , ..TRACER WIRE /,y/vy~. I /..,,TRACER WIRE O
PIPE BEND DESIGN ~ ' ~ ~ ; ' ' ECCENTRIC ~ 0 0 o Q /j UNDISTURBED EARTH fvv!vvr~ r ~ v
SIZE 90 TEE 45 22 1 2 11 1 4 PLUG PRESSURE EXTERNAL JOINT SEALS ° ~ . CONE SECTION ~ \ / of r, ~/v/vll.,,; " i/~,~ h w, ,o ~P i,, ~ ~iv~r~~,~, 12 12 , ~ ~ ~r<,lv~ 12 12 j ~ ~ /~\A yiv/i~ ' ~ livlivri ~fv/iv~i ,h~i~ ~
a ,,f\ (IN} H L H L H L H L C D (PSI) PER SPECIFICATIONS ° w ~ a / ~ / i~\`f~ MIN ; h~I N i\i\\i i~\\i\\i~ ~ M I N ~ MIN ~ r i \ . l/\lf~~ /fV//V//\! ~ ~ /i\/l\' , /\I` .VAT/A\//, /~\/!\\/AAr/~A`~ \A/~.Affy\jf\A/f\ti ~AAhA~\/A\/V \1~\/VV
4 1.0 2A 0.7 1.4 0.5 1,0 0,3 0,7 0.5 1,0 100 FILL ALL LIFT HOLES _ / % STEPS ~ 1 4 IF WITH NoN-SHRINKING ~ ~ ~ ~/j r TRACER WIRE ON vv/vv ~/v~/vv/vy~/vvl~%~ ~/vv~vfvv:~ wv//vv//vv//~v//v~ ~ ~a~ ~ ~~'w!/vv/~'~ ~ ~ . ~\~~~~~~~~\\i\\\!r~\\/f~~~%'~f/~~~/mil/~;/i /~\~/,~\~~\~\\i\~ ~ ~ \r!\f~/~fj~/i ~ m
6 1.4 2.8 1.0 2,1 0.7 1.5 0.5 1.0 0.8 1.5 100 SPECIFIED. LOCATE ~ ~1\ r/ ~ NON-METALLIC ~
GROUT I- 8 1.$ 3.7 1,4 2,7 1.0 1.9 0,7 1.4 1.0 2.0 100 ALONG VERT WALL 5 MIN 4 0 DIA ~ PIPE. CARRIER PIPE CARRIERPIPE
AND NOT OVER A . ~ ~ 12 2.7 5,4 2.0 4A 1.4 2.8 1.0 2A 1,4 2,3 100 UNLESS INDICATED RISER SECTIONS W
16 3.6 7.1 2.6 5.2 1.9 3.7 1.3 .6 1.8 2. PIPE OPENING AS NEEDED INITIAL BACKFILL 12 2 5 100 OTHERWISE ° ~ / ~/j/\,1, ROAD CRaSSING DETAIL GRAVEL DRIVE REPAIR DETAIL
20 4.5 9.0 3.3 6.6 2.5 4.8 1.6 3.3 2.0 3.5 100 ON DRAWINGS ~ \
SLOPE 1112 PER FT MIN 24 5.3 10.5 3.9 7.7 2.8 5.5 2,0 3,9 2.3 4.0 100 BASE SECTION \f/\\' ASPHALT~THCKNESSX MIN. 4°° OR MATCH
I 30 6.5 13,1 4,8 9.6 3.4 6.9 2D4 4,9 3,0 5.0 100 BRICK ~ MORTAR OR ° - SPRINGLINE OF PIPE WHICHEVER IS GREA'~ER. EXISTING CONCRETE
PRECAST INVERT ~ ooo 36 7.8 .15,6 5.8 11.5 4,1 8.2 2,9 5,8 3,5 6A 100 , . _ - HAUNCHING o ~ o KOR N SEAL BOOT ~o ~o nc - o° \ THICKNESS PLUS ONE ~ c~° o~ EXISTING SURFACE INCH, WHICHEVER IS
42 9.1 18,2 6.7 13,4 4.8 9.5 3.4 6.8 4.0 8,Q 100 _ ~ OR EQUAL o ~ a o 0 0 a ~ o ~ / , BOTTOM OF PIPE .GREATER..
MIN WIDTH EQUAL TO ~ ~ BEDDING 4 ~ ooo°o~ooooo cx 48 10.4 20.7 7.6 15.3 5,4 10.9 3,9 7.7 4.5 9.0 100 a~oooao °a~ooo` /j / TRENCH BOTTOM r CABC
OR GREATER THAN P Q - ~ V /////j//////// BASED ON A ERAGE SOIL PASSIVE BEARING \ \ \ \ \ / / / / / a o \\f/ A• ~ z ~ ~ z ~ STONE BASE ~ ~ 4~
BASE THICKNESS ~ \\fiA/~AAf\A/\\/~ STRENGTH OF 2000 PSF USING SAFETY F G ATQR0F1,5
3/4 OUTLET 1 ~
~ WIDTH PIPE DIA ~ , WIDTH ~ ~ COMPACTED FILL i~ ~ ..COMPACTED FILL ~a , ~Y I ~ . I c~ TRADER W(RE - ~ ~
. O.D. + 18" MIN UNDISTURBED ~ " .D. + 18 MIN /~,/f/!/! i~'r TRACER WIRE l~fij/i/
N4TESe O.D. + 24 MA. EARTH - ,D. + 24 MAX i~~i>l,~i~ il~~i/v~i~ iii/vif~/~~ / ~ivr, , ~ n a. ~\jj~~j /\\\//\\/f\ r 11 r~ l ~f,~% 12 \ 12 v/vr ~/v/~~ ~ 12 12
1g ~ 8 MIN I • P • °P ~--EXTENDED BASE SEE SPECIFICATION SECTION 02315 FOR BAGk r - - . ~ - FOR DEPTHS 1. ~~15 FOR BACKFlLL REQUIREMENTS FOR PIPE ~ ^~i/v``i; >i/vvi/~ ~ ,
% MIN. ~ C~ n O c, , ~ / ~ 00 X000 ooo 0 coo 0 ooo coo ~ _ MATERIALS AND DEPTHS, MIN MIN ~~vj~ :fir r,., ` MIN MIN
~OoOa a~c~C~ oQo~ U a~o0 oC~oQ(} X12 FT OR GREATER TRENCH WIDTH ~ o o a. o o o c o 0 0 ,o 2" MIN• IF INVERT ~ n°°~~ ~
~ O.D, + 18 MIN 12 00~ on ooo 004 00 ooo ( ) ~ ~ - , ~ ~ IS CAST WITH
MIN, 12 N0.67 STONE CLASS B / w SECOND PO ,1 ARY UR tEXTEND 6 BEYOND BASE} PIPE TRENCH j~~~~\~~\\,,~~/~\\~,\~,\~'.\/~, ,~,1, ~,~\f,~\f~\\%\~~,,:j,~~l~~ GARRfER PIPE \-CARRIER PIPE
I 4S CONCRETE ~ OR FIELD BUILT 6 EDIN
° ~ v ~ • ~ ~ SD°3 NOT TO SCALE ASPHALT DRIVE REPAIR DETAIL CONCRETE DRIVE REPAIR DETAIL
I / SD-3 NOT TO SCALE NOTE: ALL OPEN CUTS-ALONG SOIL ROADWAYS SHALL BE BACKFILLED WITH APPROVED
~ • _ SUkTABLE"MATERIAL AND PROPERLY TAMPED iN ACCORDANCE` WITH
SPECIFICATIONS,
SLOPE TOP FOR ~ TYPICAL TRENCH SURFACE .:REPAIR
POSITIVE WATER RUNO Fm~1 ~ ~
I TYPICAL PLUG Sa-s NOT TO SCALE - c z
TYPICAL SECTION
6" DIA SCH 40 STEEL PIPE TEE 01~ BEND ~ o d
FILLED WITH CONCRETE AND PAINTED HAZARD "I c? 1~
YELLOW
a w CL PAVEMENT
i ~ O ~ m 12L,12L ~ ° ~ ~
~ CLASS B C '~r ~ ~ Q z I CO C ETE N PAVEMENT ~ SEE NOTE BELOW J ~
~ - NR ~ I ~ ~ ~ •
I , f u~ I / UNDISTURBED ,f
\ EARTH ~ w ~ ~ PIPE DIA t2' ~ ® ~
~ EDGE of CONC SLAB FINISHED N I ' / A ~ \ ~ D ' P GRADE SHED ~ to C3 )E
~ ~ OR STEM WALL I < ; . PAVEMENT ~ ® ~ c>n ~ ~
,A{nnom~ ~ P . I ..".•U.".~ ~ ~ / f f f PIPE MAY N( I ~r::..;..;! ~ ? 2 LAYERS ~ 1/2 JOINT FILLER MAIL . • P • , MANHOLE TH PIPE MAY NOT ENTER o o ~ I Iw- ~ ~ W; ~ ~
-I- - ~ I :•:~.,f{~~•: ~ 3O FELT SECTION OR MANHOLE THROUGH CONE ~ a ~ ~ Q ~ SECTION OR JOINT ao 00 ~ ~ ~ ~ ~ ~ ~ ~
" „ P PAPS : CLASS B CONCRETE A' ao . ~ TOP OF PIPE ~ w ~ O cn ~
1 ~ \ ENCASEMENT ~ o ' P ~ wYE Fr WYE FITTING ~ ~ p; CASING Uwi m ~ ~ ~ ~
~ ~ TOF I ° ( I e P
/ i ~ 1 2" JOINT FILLER MATL • • •"o ~ / ~ D
~w P f~ I ~ ~ ~ W . I ~ ~ "
I p $ DIA SCH 4O STEEL PIPE ° ' P~ ~1~ / / I I U / UNDISTURBED c~ - 'b• ` ~ ; ~ ; . a . a
~ I ~ \ I ~ ~ SLEEVE, PAINT PER > 1 I / EARTH ~ R ° ~ P ° NOTES _
"WRAP PIPE WITH 4 ML ~ SPECS, SECTION 9A a I I • ~Q ~ . 0 1) CASING PIPE SHALL EXTEND FROM CENTER OF DITCH
I POLYETHYLENE PLASTC I ~ D a I I a ~ n ° PIPE TO PREVENT BOND a.; n PIPE ~ ~ ~ p'. ~ TO CENTER OF DITCH AND A MINIMUM OF 5' FROM ~
NOTE: a SECTIt SECTION ~ - .a EDGE OF PAVEMENT. ~ j 'a ~ - 2) MINIMUM' DEPTH BELOW FINAL DITCH GRADE IS 2 FT. t
N W s" 6" !A •a U LESS OTHER !SE o.; a a ° D. NOTED ALL BOLLARDS
SHALL BE TYPE 1 ~ a ~ a'~° c ~o.
PLAN -TEE PLAN -BEND 90 E A P a BOLLARD TYPE 2 BOLLARD TYPE 1 D d 90° BEND '°V,`^~~~„l a ; A TYPICAL BORING DETAIL n '~~0 'a 'a• 'a a a ,
P" P ~ D , ° ~6 ~n a ~ NqT TO SCALE Q Coo z
. . o°C.~oa o ~ nr~ _ n ~
1 , n STONE BASE
SD-3 NOT TO SCALE o 0 0 0 0 TYPICAL BOLLARD o 0 0 o 0 0 0 0 0
ooa ooQo oo(~o oo(~o o~fl o~C~c c o ~ o 0 0 0 0 SD-3 NOT TO SCALE ~ ~„n~ inn.-. ~.,nn ~>,n,. ~.,n~ ~„n , ~t~(~~o(~C CONC ENCASEMENT SECTIONAL PLAN `?n~t`; 3000 PSI
8" STONE BASE NOT TO SCALE l E BASE ~ ~ r
„ SECTION
3 CL (TYP.) „ A 1 -2 THREADED HOLES-4 AT 90° NOT T° SCALE I~ 4. ON ROCKY MOUNT SYSTEM, I:~
I 3 CL. TYP.) LAG BOLTS NOTES REPLACE WYE WITH DIP MJ TEE is
DI - I ~ (TYP. OF 4l 4-112 x1-314 STAINLESS AD TIQNAL ~ ~ 1. TC 8E CONSTRUCTED FOR DROPS OVER 30 . REINFORCING I 3 1/2 ~5 12 C/C Q~ ~ STEEL (TYPE 316} HEX HEAD BOLTS N
I ~ 0 ® 2. PVC FITTINGS MAY BE USED FOR THE DROP IF THE MAI LI I GL. TYP. E,W, 4 #5 3. APPROVED PRECAST DROP MANHOLES MAY BE USED. IF THE MAIN LINE IS PVC. AND 90° BEND WITH DIP MJ BEND. F USED. ALL PIPE TO BE MJ DIP IN ROCKY
' ADD'L MOUNT DROP.
S TYPI AL ©R(~P REINF. TOP OF COV 1 f' ~ ER 2 CL. ~ _ ~A~H~~E NOTE: NO .ENCASEMENT REQUIRED FOR
- I DIR. OF SD-s NOT TO SCALE I ~ KALE SPACE GREATER THAN 12" ` i
DIREC110NAL
P CONCRETE 1 m DRILL (DIR. CL ROADV CE ROADWAY 5' FROM ~ ~ ~ ~/f \f
I _ DETAIL CC THRUST , WELD ON OF THRUST) T FILL SLOPE ~~V~j~~ ~ ~~\~j,~~ ~
o~ BLOCK REINF. E- THRUST 1"R = AVEMENT i 1 ~ P
RING ADD L, ~ A REINF. ~ 6" PIPE 8" a
.a 3 -6 I „ /2 r r>r ,r,r r ~ O.D. z
~ ELEVATION SECTION A-A BOTTOM QF b COVER ® o / "R ~ ~ ~ PLOWABLE FILL ~
0 2 ° 1, ALL CONCRETE SHALL BE f°c=3000 PSI ~ 28 DAYS. PIPE I L NE SHALL NOT BE PRESSURIZED z ~ FULL TRENCHWIDTH
UNTIL CONCRETE STRENGTH REACHES 3000 PSI AND TRENCH HAS BEEN BACK FILLED. MINIMUM AVERAGE WEIGHT ~ ~ STEEL PIPE SUPPO L PIPE SUPPORT g SEE NOTE 1) DESIGNED BY:
I RING 190 ~ END SEAL ~ ~ (SEE SPECIFICATIOP SPECIFICATIONSI ~ EXIST EMI-
q 2. ALL REBARS SHALL BE ASTM A615 GRADE 60. ~ COVER 120 _ GASKET i PROPOSED ~ PIPE DRAWN BY:
~ TOTAL 310 ~ cTYP,) 3, MAINTAIN 2'° CLEAR BETWEEN ALL REBARS AND PIPE. • PIPELINE ,;`:_;:a`~~~. EI~L '
2'_11 r~
! 4> WELD-ON THRUST RINGS AND PIPE TO WHICH THEY ARE ATTACHED SHALL BE DESK N D BY ~ G E 1'-11 " D.I. PIPE _ ~ ''~d~ 2" MAX CAT
~ THE I P M U 3" ;3 P E AN FAGTURER FOR THRUST EQUIVALENT TO THE WATER MAIN PRESSURE OF 250 /y /4 ~ PSI MIN. THE AREA OF THE RING SHALL BE PROPORTIONED SUCH THAT THE BEARING STRESS 1'-11 I/~" , 6" MIN
ON THE CONC. DOES NOT E CE D 1000 1 " ~ X E .PSI. 1 /2 ~ „ 3 „ I 12" MAX ~ PROJECT NOS :':~r.~ 3034H
~ 2 la 3 /e POLYVINYL GASKET BETWEEN : o~`: `;~;p':c::;•. ;`:a:::::::~: DATE:
~ 5, THRUST RING SH LL E OC " COVER AND FRAME SEAT ~ ~ A B L ATED 2 6 MINIMUM FROM END OF PIPE, g cl, 4 `.~:•::v::::. ':.:..::o:.::~ MARGH 2010
n N 1, ~ 6, SPECIAL DESIGN IS REQUIRED: A. IN CASE WHEN THRUST FORCE GAN AGT IN EITHER ~ , „ PROPOSED #?-EX1S-T
/p ~ LAG BOLTS 20' JOINT OF Pl ~ DIRECTION. ONLY WELD-ON THRUST RING DESIGNED FOR BIDIRECTIONAL THRUST SHALL BE ~ 20' JOINT OF PVC PIPE 20' JOINT OF DUCTILE IRON PIPE ~L PIPE ~ PIPELINE i SCALE,
~ USED AND SHALL BE PLACED AT THE MID DEPTH OF THE GONG. THRUST BLOCK, B, IF ~r ~ ~/a (TYP. OF 4) 1" THICK NO sCALE
~ ° WORKING PLUS SURGE PRESSURES ARE HIGHER THAN 250 PSI. C. IF DEPTH FROM FINISHED 3 4° STEEL ENCASEMENT O I PIPE ~ ~ GRADE TO TOP OF PIPE IS SHALLOWER THAN 4-0 . D. IF GROUNDWATER IS ABOVE BOTTOM I 1 10 fq I COMPRESSIBLE
~ OF BLOCK. E. IF SOFT OR ORGANIC SOIL CONDITIONS EXIST. 1 /e 1 /e NOTE 12" MAITERIALLER
~ 3 2 ~ 3 ~,Z ~ 4/s 4/s G CAN BE SEALED USING MODEL AC MIN
_ 7 RFPI Af:F AI 1 t51STl IRRF(1 C(111 (lN TNF TuRI ICT GI11~ f1P TuE= RI f1(^4C WITU t'RI ICUK~ cT(1AIG 1 ~ „ ENDS OF CASING CAN BE S
Vil ..1111 VI\L ._1 -1 -1 1" a \ - PULL-ON AS STRUCTURAL FILL. - END SEAL CASKET ,AL CASKET ASANUFACTUREQ BY PROPOSED PIPELINE PROPOSED PIPELINE SHEET 34 OFt
° o ADVANCE PRODUCT SYSTEM JCT SYSTEMS, INC., OR APPROVED OVER EXIST PIPE UNDER EXIST PIPE
8. DUCTILE IRON PIPE ONLY. EQUAL.
-coo~o
~U)o~cl- 5 8 STEEL Er r TYPICAL MANHOLE RING THRUST COLLAR FEEL ENCASEMENT DETAIL oD-3
SD-s NOT TO SCALE SD-3 TYPICAL PIPE CROSSING
SD-3 NOT TO SCALE NOT TO SCAL T TO SCALE sD e NOT TO SCALE

0
AREA LIGHTS G.E. CATALOG NO. 0 cv r.
POLE PROVIDED BY M2AR15SIH2LM541 WJPE SWITCH
UTILITY COMPANY, OR EQUAL APPROXIMATELY 165' I V2° CONDUIT SERVIGE LIGHT: LITHONIA ° DMW c~
FROM PAD MOUNTED 2 32 120 GEBI015 OR EQUAL
' TRANSFORMER. 25' TREATED R KEYED NOTES:
' SERVICE DROP BY CLASS 5
UTILITY COMPANY WOOD POLE WIRING TROUGH, 6° X 6' X 78", NEMA 4X l,J PROVIDE A .WIRELESS AUTQDIA(ER DEVICE WITH A REM07E PHANTOM ANTENNA MOUNTED QN I TOP OF THE EQUIPMENT RACK. ANTENNA SHALLBE CONNECTED TO THE AUTDDIALER RYAN
I I/2' TO 3/4' REDUCING BUSHING AUTOMATIC TRANSFER EXTENSION CABLE PROVIDED BYE AUTODIALER MANUFACTURER. AUTODIALER DEVICE SHALL BE
SWITCH 150A, 3P, PROVIDE GUY STRAND 480YJ277V,NEMA AX ALARM HORN PROVIDED .WITH A 12VDC .OUTLET ADAPTER TO PLUG INTO A 120V RECEPTACLE. PROVIDE i ALARM AGENT MODELrAA-102NEMA4XP OR APPROVED EQUAL:. PROVIDE ALL.ACCESSORlE5
' WITH 8' LONG YELLOW GUY GUARD AND SCREW ALARM LIGHT FOR A COMPLETE AUTODIALER SYSTEM.
ANCHOR IF REQUIRED TO WIRELESS AUTODIALER PHANTOM ANTENNA
' STABILIZE POLE. MAIN DISCONNECT gx1J0 ~ _ s 3#10, I~I~JG- ,1 6G 2 C 3J4'C PROVIDE LOAD SIDE LUGS UL APPROVED FOR CONNECTION OF TWO CONDUCTORS PER PHASE; TVSS CIRCUIT CQNDUCTORS AND SERVICE fEEDER .CQfdDUCTORS.
SWITCH 2O0A,150AF, 3P, STANDBY DIESEL ENGINE ~ 3Iq°C TO GENERATOR'CONTROL PANEL. s~
SN, 600V, NEMA AX, SUITABLE FOR USE AS o a EQUIPMENT MOUNTING GENERATOR SET,9OKW, ~ i
a RACK. SEE DETAIL SERVIGE EQUIPMENT - IJE2 g8QYI277V. ° ° ° I' o q~ FLOW METER;-PROVIDE°1I2 CONDUIT FROM PANEL... LP TO FLOWMETER TRANSMITTER, G'' m
' 4#6, Ia6G-I' C WIRING TROUGH PROVIDE 3/q°PUC COATED METAL CONDUIT BELOW GRADE FROM TRANSMITTER TO FLgW Sa
` ~ GF, DUPLEX RECEPT. 2#12, I#12G-3l4°C x u WP SENSORS. q-20mA WIRE SHALL BE PROVIDED BY EQUIPMENT MANUFACTURER. SEE SITE PLAN ~ FOR LCCATIONOFFLOWMETER SENSORS. PROVIDE 4-20mA OUTPUT FROM FLOW METER Q
W TH 3 I, 16G, I TRANSMITTER' TO YIIRELE55 AUTODIALER. SEE SHEET P-3 FOR LOCATION OF FLOW METER. ~
INTEGRAL I-1J2'C ~g METER BASE MAIN # _ 9 Wp CT DISCONNECT DISC. N E PANEL 12 14 3J4 C LP-8 CONTROL PANEL ~
CABINET SWITCH LP (SIGNALi TOGGLE SWITCH B 150A ~ PROVIDE ii} 1-112' EMPTY. CONDUIT TO 2' BEYOND EQUIPMENT RACK,. STUB UP AND CAP FOR BATTERY CHARGER FUTURE RTU ANTENNA.
PROVIDE AN ELECTRICAL g 6 q C
LP-10 HANDNOLE FOR UTILITY P PUMP CONTROL JACKET HEATER B ~ PRESSURE TRANSDUCER TPANSMITTER; PROVIDE V2'C TO PANEL °LP' FOR CIRCUITTO ' PRESSURE TRANSDUCER TRANSMITTER PROVIDE 3/4'PVC COATED METAL CONDUIT BELOW
FEEDERS APPROXIMATELY EM TY 4al/0-2'C LP-6 TERMINAL CABINET. ' I -1J4'C PANEL LP- 0 0 HALFWAY BETWEEN 4"I/0 SERVICE ° o a DUPLEX, GF, WP SEE DETAILS 2JE2 & 6JE2. GRADE FROM` RANSMITTER TO PRESSURE TRANSDUCER. 4-20mA WIRE SHALL BE PROVIDED GF $YEOUIPMENT MANUFACTURER. SEE SITE PLAN FOR LOCATION OF PRESSURE TRANSDUCER°
UTl1.ITY POLE AND FEEDERS BY UTILITY ~ RECEPT. CONDUIT SEALING FkTTINGS PROVIDE CQNDUIT-SEALING FITTINGS ON CONDUITENTERING TRANSMITTER FROM BELOW- ~
METERe 8'W X 18'L X COMPANY. 2° CONDUIT J CONCRETE PAD. GRADE.
28" D. SEE DETAIL 4lEI. " IN CONCRETE ~6G- - SUBMERSIBLE PUMP CABLE IN 2 If2 C 2L MIN.N ENCASEMENT BY 3J4 C BLE IN 2-If2°C SEE PAD DETAIL
A l CO DUIT CONDUIT ENTERING CONTRACTOR. WET WELL SHALL BE FUEL gIE2 ~ NQT USED. ~ - r;
PVC COATED METAL 3E TANK ~ CT CABINET PROVIDED BY UTILITY. METER PROVIDED BY CQNTRACTOR. BOTH SHALL BE
r LL L MQUNTED QN THE BACK QF EQUIPMENT RACK, UNLESS ADVISEDOTHERWISE BYUTILITY COMPANY. °
~ PROVIDE CONCRETE ENCASEMENT ~ _ _ ~ - - - #16 STP IN I/2° PVC COATED METAL CONDUIT
- -®LP-2 FLE7 FLEXIBLE CABLES FURNISHED WITH EQUIPMENT. PROVIDE PROPER -
EC TO BURY 2' CONDUIT - ~ ~ _ - _ _ ~ EOUI I _ SUPS SUPPORT AND MANAGEMENT.
MINIMUM 24 BELOW _ _ ~ 3 4' ~ ~ PLOAT SWITCH GRADE IN CONCRETE J SPARE CONDUIT. CABLE IN I- lJ2'C F
ENCASEMENT. INSTALL TO 2' BEYOND 5 EDGE flF PAD AND C P 3~g tPOWERi 3!4' PVC° E PROVIDE CONCRETE - ENCASEMENT
- _ - A ~ 412 (CONTROL), COATED: F' CP-3,5 - -
~ I#8G-1'CtPROVIDE METAL F GROUND ROD CIRCUITS LP-3,5 TO GENERATOR IN ..CONCRETE CONDUIT `BY LP-7 -
F METAL WATER PIPE ~ CIRCUITS LP-7 70 GENERATOR 3JA PVC ENCASEMENT) CONTRACTQR. - 7--
GOATEO PRESSURE F {DI FORCE MAIN IF #
NO WATER PIPE GROUND ROD METAL 10 12 3J4 C. 7RANSGUCER F AVAILABLE?. SEE .CONDUIT BY (FLOAT. SWITCH CABLE BY FROM GENERATOR CONTRACTOR. CIRCUITS) TO AT5
DETAIL 5JE2 MANUFACTURER. x FLOW METER (PROVIDE IN 30 30
CABLEBY CONCRETE 3~12-3I4°C TQ ATS {GENERATOR ~
MANUFACTURER. ENCASEMENT) PT START CIRCUIT
ELEC T AE E D WA H IVI SE GE LIF A SEWAGE LIFT ~ f f'
PUMPS PUMPS 4#Iq-3Iq°C TO
EI NOT TO SCALE CONTROL PANEL
PROVIDE LOGO
°ELECTRIC° ELECTRICAL SYMBOL LEGEND ~
0 STAINLESS STEEL-?- ~ TOGGLE SWITCH ~
HEX HEAD BOLT ~F
WI WASHER (2l ° P A N E E P (INT E EG RAL TRANSFORMER AND BRANCH CIRCUIT PANEL} DUPLEX RECEPTACLE
TRANSFORMER: 7.5 KVA 480 120l240V SINGLE
PHASE SKID RESISTANT JUNCTION BOX ~ ~ KID RESISTANT COVER J ~
PRIMARY: 30A, 2P, 4$OV PRIMARY MCB PULL SLOT SURFACE lRFACE HEAVY DUTY WITH 2 .BOLTS ~ ~
SECONDARYa 40A, 2P, 240V SECONDARY MCB ' ~ ~ SUBJECT TD DCCASIaNAL SAFETY DISCONNECT SWITCH. ~
NON-DELIBERATE HEAVY VEHICLESl ~ ~ ' ~ ~ ~
MOUNTINGD SURFACE ,
BRANCH CCRCUIT DEVICE PHASE LOADS DEVICE BRANCH CIRCUIT 10, 10 MOTOR, WITH HORSEPOWER INDICATED w ~
FULL LENGTH CONCRETE RING ~ ; AROUND BOX ~
LOAD WIRE SIZE VA TRIP POLE CKT A B GASKET CKT POLE TRIP VA WIRE SIZE LOAD
AUTODIALER # - 100 20 I I # _ u 3 12 I/2 C 270 2 I 20 170 3 12 3!4 C AREA LIGHT FLOAT SWITCH ~ ~ ~ ~
WIRE AND CONDUIT INSTALLED. ABOVE GRADE ~ ~ ~
GEN'R BATTERY CHARGER ~ # - m 62 I 3 12 3/4 C 5 20 3 1625 4 I 20 1000 3#12-Il2'C GFI RECEPTACLE & LIGHT ~ LL w ~ rr;`. C~
I, GENERATOR JACKET HTR ~ 3#12-3l4"C 1800 20 I BOXYAND COVERETE WIRE AND CONDUCT INSTALLED BELOW GRADE
5 1900 6 I 20 104 3#12-1!2"C ATS HEATER WT MOTOR WIN[?ING THERMOSTAT
GENERATOR RECEPTACLE 3#12- N 180 1 „ 3!4 C 20 7 280 8 I 20 100 3#12-I/2 C FLOW METER COMPACTED EARTH CONDUIT MP MOISTURE DETECTOR ;PROBE ~ ~
u
SPARE 20 E 9 , 600 10 I 20 100 3#12-Il2 C PRESSURE TRANSDUCER PRESSURE TRANSDUCER
SPARE 20 I II
12 E 20 SPARE " FM FLOW METER
2770 1905
10,000 AMPS LOADS 4.68 KVA,19.5A ' -
MIN. INTERRUPTING CAP, (RMS SYM. AMPS) GENERATOR BATTERY CHARGER & JACKET HEATER CIRCUIT CAN SHARE SAME CONDUIT. GENERAL A~BREV ATIONS
GRAVEL OR
CRUSHED A AMPERES R6CK AF FUSE AMPERE RATING !II
ATS AUTOMATIC TRANSFER SWITCH-
BFP BACKFLOW PREVENTER t
PUMP STATION CONTROL PANEL NANDHC~I_E DETAIL C CONDUIT
DI .DUCTILE. IRON
EI NOT TO SCALE
J O EX. EXISTING
CC U F-~ WIRELESS AUTODIALER G EQUIPMENT GROUNDING CONDUCTOR.
ZW C~(,n ~ U 18'-0' ANTENNA ~ „,~r::~ I
U~ ~ m ~ GF GROUND_ FAULT CIRCUIT INTERRUPTER e'-a° s~-o° ~f `
a ' ~ ALARM LIGHT- w zw ~ ~ ALARM HORN ALARM LIGHT KAIC .KILO-AMPERES INTERRIJPTINCCURRENT- ALARM HORN
- ~ a ~ ~ S RVI ~ - ~ _ E CE .LIGHT SERVICE LIGHT KVA KILOVOLT-AMPERES ~ ` ~ 8v ~ ~ ~.i a i
a I~ W Z ~ i ~ © HANDH LE ~ ~ WIRIN til L. m ° h"V,
W c~ ~ m WIRING TROUGH KW KILOWATTS . GFCI TY E DUPLEX MCB MAIN CIRCUIT BREAKER , II
~ tv ~ # RECEP ACLE W/WP
W _ a fl - ~ ~r _ _ "CN US ° COVER MLO MAIN LUGS ONLY s(
W wz ~ac~ ~ # a MAIN WIRELESS UTODIALER NF NON-F(JSfD
~ ~ ~ ~~z a ~ ~ ~ DISC. PANE P POLE
~ a ~ a SWITCH ATS LP TOGGLE SWITCH FOR. PH PHASE WELD
wr~c~ Ww°~ ~ PUI PUMP CONTROL SERVICE LIGHTS ,
mz~ mu~~ PANEL WIWP COVER SE SERVICE ENTRANCE ~
x~-z w xza FLOW.. METER SN SOLID NEUTRAL 1 DEL'
J3-`x J~~J FLOW wm~ Www METER TRANSMITTER ~ r`.
~ ® ® ® ~ WIRELESS AUTO DIALER MTR GFCITYPE DUPLEX SS STAINLESSSTEEL WEL .........................w................. ~~NCUSE'AC~VERIWP STP SHIELDED. TWISTED PAIR r~~~;l~~_~ f~,~~.: 30~~~1
0 30 F F F F F
r INTERSYSTEM °cc - cv z z ~ # ~ cv~ ~g wg = ~ BONDING ° PRESSURE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR ' °
~W # # o Q ~ w~ w~ ~ # ~ ~c~ w~ w~ o~ o ~I-a TERMINATION w w w }a w~ v~~ ~ m dQ~ ~ ENCLOSURE E ' ' TRANSDUCER V VOLTS ..FATE;
g ~ ~ ~ ~ WQ Wej ZQ ~Q C)Q dQ QQ ~Q ~ ~ WWI E BOLT;E~UIPME T TO TRANSMITTER MARCH2Ui0~ PAD S~RECOM N0 VA VOLT-AMPERES
~ i', Q Z Z ~ ~ = J J W\ ~W Z\ ~ ~ O~ LX CC 2ZW E w CL CL W ~ Q Q W W CG BY M~NIJFACTUR W WIRE, WATTS ~
N W J a- N d' J 41 G 4f10' U WP WEATHERPROOF N0 SCALE
W O NDTEr EQUIPMENT SIZES `SHOWN ARE BASED UPgN i
r J O n; , , ~ EQUIPMENT USED AS BASIS OF DESIGN. IF EQUIPMENT ~ J ~ T (I Y ~ ~ ~ ADJUSTLMOUNT NG IRACK DIA4ENSIONSR AS REQUIRED.W~ ~ IJ
l
35 oF MEAT LAYOUT 37
CONTROLo ONE LINE DIAGRAM 3 EQUIPMENT 2 rPUMP 2CONTROL ONE LINE DIAGRAM EQUIPMENT
NOT T SCALE
L E~ EI caLc~v:

0 0
NOMINAL I-V2' X I-I/2° ALUMINUM N
PVC COATED STEEL EQUIPMENT ISOLATION MATERIAL- TERMINAL CABINET, 3O' x 30' x 8",
FRAMING CHANNEL RACK PANEL 3M PEEL-N-SEAL OR NEMA 4X STAINLESS..: STEEL WITH
EQUIVALENT BACKMOUNTING PANEL
-~-PO~'ER DISTRIBUTION
GALV, STEEL PIPE BACK PANEL OF BLOCK, ILSCO ~PD8-11- 500-3 DR EQUAL
ELECTRICAL EQUIPMENT
ENCLOSURE PROVIDE SPLICE IF LENGTH ALUMINUM NEOPRENE 1E IF LENGTH OF
EQUIPMENT RACK EXCEEDS PANEL WASE~ER ~CK EXCEEDS
STANDARQ PANEL LENGTH. NEL LENGTH. _ ,
NEOPRENE WASHER TERMINAL STRIP" 8 - t
~ ° STAINLESS WELD /e WELD PANELS TO PLATE CIRCUIT, IDEAL #89-
3/16 ALUMINUM AND T STEEL HEX HEAD AND TO EACH OTHER. 4O8 OR EQUAL
3 , , a 3/8 STAINLESS STEEL EQUIPMENT RACK WELD GALV. STEEL U BOLT, BOLT AND NUT HEX HEAD BOLT AND PANELS WELD SHALL BE CONTINUOUS.
NUTS, AND WASHERS OR NUT TERMINAL STRIP, IO o CIRCUIT, IDEAL X89- m
GALV. STEEL CONDUIT CLAMP 414 OR EQUAL ~ • o
BY FRAMING CHANNEL MFR. NEOPRENE u.
WASHER ALUMINUM CONTINUOUS
PANEL 6° WELD 6" CONTINUOUS ~
NEOPRENE WELD ~
WASHER I/4 I/4® ALUMINUM PLATE coNOUiT sEALINc
coN FITTINGS. SEE CONTINUOUS FULL WIDTH ELECTRICAL RISER
p OF FASTEN ALUMINUM PANEL TO OF PANELS SHEET EIFOR
HORIZONTAL FRAMING CHANNEL DETAIL TYPICAL FOR CONDUIT SIZE. u~ TYPICAL FOR EQUIPMENT
ON APPROX. 3 FT. CENTERS. TOP AND REAR REAR GROUND BARS,
ARRANGE TO AVOID INTERFERENCE PANEL ASSEMBLIES ,SSEMBLIES SQUARE-D PK9GTA~
WITH EQUIPMENT OR EQUAL
iTYP.3 LOCATIONS EACH POLE) NI
ALUMINUM 'C'
CHANNEL 0.26' TERI~II~IAL ~
I '
ABI~T ~ETAII
SE VIC R E LIGHT 4'-O°
E2 NOT TO SCALE'
ARRANGE EQUIPMENT TO MEET NEC ~ DETAIL B PIPE CAP lTYP.)
WORKING CLEARANCE REQUIREMENTS 1.75'
AND FOR CONVENkENT OPERATION AND MAINTENANCE ACCESS
1
TYPICAL 0
4 ELECTRICAL MARKER TAPE
EQUIPMENT PVC COATEQ STEEL
FRAMING CHANNEL 1~ ~ ~ ~ -
DETAIL A {TYP.OF 3) FIN.. GRADE
® o 12
6,
TYP.4 LOCATIONS 2 I
cR 12° EACH ENCLOSURE iv 12' I,_6.
®
PROVIDE A 4° CONCRETE PAD UNDER FIN.GRADE ® : • ~ ~ . ~ a . a . . . ~ A • , ~ p • RACK, EXTEND PAD TO I'-O' OUTSIDE ~ ~a ~ ~
OF SHIELD EDGE AND POST
' RAINSHI LD B E FA RICATED
OF 3/16' ALUMINUM ° 12' DIA. CONCRETE f
WELD ALL JOINTS. EARTH Q
ENCASEMENT AROUND 8 3 DIA. GALV. PIPE BACKFILL ~ ~ ~ ~ i;
°o (TYP.)
TYPICAL WIRE ANQ ~
p' ~ r k ; gip'+~p. GONOUIT, QUANTITY ~ : ~ ~
AND. SIZE AS INDICATED • a ~ . • • • ° • ~ ~ ~ ~ ON` PLANS AND RISERS o .
Ir}
Y 1! FRONT VIEW a ~n ~ ~
a
3000 PSI -
CONCRETE N •
E2 NOT TO SCALE QO 00 ~
e
m . a ~
a
3° 7.5° 3"
SERVICE NOTES: 12° MINIMUM
EQUIPMENT
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Page 1 of 2
Will Larsen
From: Richmond, Martin [[e-mail]]
Sent: Thursday, March 25, 2010 9:33 AM
To: Will Larsen
Cc: Chris Thomson; Chapman, Amy; [e-mail]
Subject: RE: Stream Buffer Determination for Red Oak, North Carolina
Hey Will - you are correct about this. The question for our 401 unit will be about the impact of the easement or
maintenance corridor for the new line, to be installed alongside the existing line, that's what you will need to
account for by modifying the 401 certification and buffer authorization ...The extent of the impact into the buffer
should be measured using the existing survey, as I saw yesterday, which depicts the edge of the stream channel
and zone 1 and zone 2 of the buffer accurately. Overlay the existing line and maintenance corridor, then overlay
the new line including any adjustments to the maintenance corridor. The impacts to the buffer will be the area
of the new maintenance corridor outside of the existing maintenance corridor...
I hope this helps.
Amy - this is from the Wooten Company and involves installation of a new sewer line for Town of Red Oak tying
into City of Rocky Mount ...they have a 401 and buffer authorization that they will need to amend-Will can give
you the number of the existing DWQ Project No issued I think in January
James - they have some questions about possible wetland impacts so I figured I'd copy you on this too
If you have any questions, feel free to ask Amy...
From: Will Larsen [mailto:wlarsen@u thewootencompany.com]
Sent: Thursday, March 2S, 2010 8:03 AM
To. Richmond, Martin
Cc: Chris Thomson
Subject. Stream Buffer Determination for Red Oak, North Carolina
Martin,
This email is to confirm our findings and conversation during the recent site visit in Red Oak, North
Carolina on Wednesday March 24, 2010. During the visit, we walked the site of impact south of the
intersection of N. Old Carriage Road and Reges Store Road adjacent to Pig Basket Creek. You confirmed
our determination that as our current design reflects, we will indeed be encroaching on stream buffer zone
2, and quite possibly zone 1. This is pending the width of the new maintenance corridor associated with the
new line. Based on your findings, you have instructed me to contact the DWQ about amending our existing
certification for this project. In this amendment we are to increase our buffers impacted by calculating the
difference of maintenance corridor on the proposed line from the existing corridor.
I have attempted to contact John Lastinger with the US Army Corps of Engineers to get a determination of
the wetlands on the site. Once I have been able to talk with him, I will relay his findings to you.
Thank you for taking time to meet with me on the site. I look forward to working with you again in the
future.
3/29/2010
.......... .
Page 2 of 2
Regards,
William A. Larsen, E.I.
The Wooten Company
[phone] Office
[phone] Fax
120 N. Boylan Avenue
Raleigh, NC 27603
312 912 0 1 0
rr,
4t, 00
® d ?`l
M?
MCDENR 1
North Carolina Department of Environment and Natural Resources SAN 2 24?Q
Division of Water Quality THE W TP C0Ml
Beverly Eaves Perdue Coleen H. Sullins
Governor Director Secretary
January 25, 2010
Liz Lorscheider
The Wooten Company
120 N. Boylan Ave
Raleigh NC 27603
TBRRO#10-001
Nash County
BASIN:
? Meuse (15A NCAC 2B .0233) ® Tar-Pamlico (15A NCAC 213.0259)
[:1 Ephemeral/] ntermittentlPerennial Determination ? Isolated Wetland Determination
Project Name:
Red Oak Town Hall
Location/Directions: Subject property is behind Town Hall in Red Oak NC. USGS Red Oak,
NRCS Nash County Sheet 4;
Subject Stream: UT to Basket Creek
Date of Determination: January 6, 2010
Feature EMT* Not
Subject Subject Start@ Stop@ Stream
Form Pts. Soil
Survey USGS
To o
A X Culvert X X
*E111P = Ephefner-alllntei•rttittentlPerennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Nash County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant one
No hCaroHna
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal OpportunitylAffirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Red Oak Town Hall
Nash County
January 25, 2010
Page 2 of 2
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Martin and
Enviror entaI Specialist
cc: Wetlands/ Storinwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
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United States
Department of
Agriculture
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
Nash County,
North Carolina
hG

f 1
December 7, 2009
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://soils.usda.gov/sgio and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center (http:Hc.. g+_ Op?
__.____'.®nres) or your NRCS State Soil Scientist ?..m .:.. _. ._ _ .v.:;ontact/
°e_cFficeso.
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 orwet 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 Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the 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
Soil Map ........................................................................................................... .......7
Soil Map ......................................................................................................... .......8
Legend ........................................................................................................... .......9
Map Unit Legend ........................................................................................... .....10
Map Unit Descriptions ................................................................................... .....10
Nash County, North Carolina ..................................................................... .....12
AaA-Altavista sandy loam, 0 to 3 percent slopes, rarely flooded ......... .....12
BoB-Bonneau loamy sand, 0 to 4 percent slopes ................................ .....13
GeB-Georgeville loam, 2 to 6 percent slopes ...................................... .....14
GeC-Georgeville loam, 6 to 10 percent slopes .................................... .....14
Me-Meggett loam, frequently flooded .................................................. .....15
NoB-Norfolk loamy sand, 2 to 6 percent slopes ................................... .....17
NrB-Norfolk, Georgeville, and Faceville soils, 2 to 8 percent slopes.... .... 18
NuB-Norfolk-Urban land complex, 0 to 6 percent slopes ..................... .....20
Ra-Rains fine sandy loam .................................................................... .....21
Wh-Wehadkee loam, frequently flooded .............................................. .....22
References ....................................................................................................... .....24
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
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.
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.
Custom Soil Resource Report
Soil Map
o
N
(O M
LLLLr r
36° 2'36"
36° 2'40"
35° 59' 3"
235200 236000 236800 237600 238400 239200
Qmftft
Red Oak
?N
0 0
0 0
0 0
N N
0 0
0 0
N N
,row
0 0
0 0
v v
0 0
rn rn
rn rn
0 0
0 0
o . co
rn rn
ro ro
rn rn
0 0
0 0
ro ro
ro ro
ro ro
rn rn
0 0
0 0
0 0
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0 0
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N N
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235200 236000 236800 237600 238400 239200
35° 59' 8"
Map Scale: 1:31,300 R printed on A size (8.5" x 11 ") sheet.
? ro
N Meters
0 300 600 1,200 1,800
Feet
0 1,000 2,000 4,000 6,000
Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (A01) Very Stony Spot Map Scale: 1:31,300 if printed on A size (8.5" X 11 ") sheet.
Area of Interest (AOI) Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils Other
Soil Map Units
Special Line Features
Please rely on the bar scale on each map sheet for accurate map
Special Point Features Gully measurements.
QJ Blowout
Short Steep Slope Source of Map: Natural Resources Conservation Service
Borrow Pit
Other
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
4; Clay Spot Coordinate System: UTM Zone 18N NAD83
Political Features
Closed Depression Cities
This product is generated from the USDA-NRCS certified data as of
Gravel Pit Water Features the version date(s) listed below.
Gravelly Spot Oceans
Soil Survey Area: Nash County, North Carolina
Landfill Streams and Canals Survey Area Data: Version 8, Dec 21, 2007
Lava Flow Transportation
+++ Rails Date(s) aerial images were photographed: 6/9/2006; 6/30/2006
Marsh or swamp
Mine or Quarry Interstate Highways The orthophoto or other base map on which the soil lines were
US Routes compiled and digitized probably differs from the background
O Miscellaneous Water imagery displayed on these maps. As a result, some minor shifting
p Perennial Water Major Roads of map unit boundaries may be evident.
Rock Outcrop
+ Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
r. Spoil Area
Stony Spot
Custom Soil Resource Report
Map Unit Legend
Nash County, North Carolina (NC127)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista sandy loam, 0 to 3 percent slopes, rarely
flooded 0.8 0.6%
BoB Bonneau loamy sand, 0 to 4 percent slopes 32.2 23.5%
GeB Georgeville loam, 2 to 6 percent slopes 6.5 4.8%
GeC Georgeville loam, 6 to 10 percent slopes 2.6 1.9%
Me Meggett loam, frequently flooded 10.6 7.7%
NoB Norfolk loamy sand, 2 to 6 percent slopes 24.1 17.6%
NrB Norfolk, Georgeville, and Faceville soils, 2 to 8
percent slopes 26.9 19.7%
NuB Norfolk-Urban land complex, 0 to 6 percent slopes 18.5 13.5%
Ra Rains fine sandy loam 14.4 10.5%
Wh Wehadkee loam, frequently flooded 0.3 0.2%
Totals for Area of Interest 136.8 100.0%
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 forthe 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, ordissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
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Custom Soil Resource Report
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 complexthat 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 ratherto 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
Nash County, North Carolina
AaA-Altavista sandy loam, 0 to 3 percent slopes, rarely flooded
Map Unit Setting
Elevation: 80 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 265 days
Map Unit Composition
Altavista and similar soils: 90 percent
Minor components: 9 percent
Description of Altavista
Setting
Landform: Stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity. High (about 9.6 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Fine sandy loam
8 to 15 inches: Fine sandy loam
15 to 42 inches: Sandy clay loam
42 to 80 inches: Sandy loam
Minor Components
Roanoke, undrained
Percent of map unit. 5 percent
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
Tomotley, undrained
Percent of map unit. 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
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Custom Soil Resource Report
Bibb, undrained
Percent of map unit. 1 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
Wehadkee, undrained
Percent of map unit. 1 percent
Landform: Depressions on flood plains
Down-slope shape: Concave
Across-slope shape: Linear
BoB-Bonneau loamy sand, 0 to 4 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Bonneau and similar soils: 87 percent
Description of Bonneau
Setting
Landform: Flats on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 36 to 60 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about 6.6 inches)
Interpretive groups
Land capability (nonirrigated): 2s
Typical profile
0 to 9 inches: Loamy sand
9 to 24 inches: Loamy sand
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Custom Soil Resource Report
24 to 35 inches: Sandy clay loam
35 to 80 inches: Sandy clay loam
GeB-Georgeville loam, 2 to 6 percent slopes
Map Unit Setting
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
Map Unit Composition
Georgeville and similar soils: 90 percent
Description of Georgeville
Setting
Landform: I me rfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Residuum weathered from metavolcanics and/or argillite
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 capacity. Moderate (about 8.5 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 8 inches: Loam
8 to 15 inches: Clay loam
15 to 45 inches: Clay
45 to 80 inches: Loam
GeC-Georgeville loam, 6 to 10 percent slopes
Map Unit Setting
Elevation: 200 to 1,400 feet
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Custom Soil Resource Report
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost-free period: 200 to 240 days
Map Unit Composition
Georgeville and similar soils: 90 percent
Description of Georgeville
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: Residuum weathered from metavolcanics and/or argillite
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 capacity. Moderate (about 8.5 inches)
Interpretive groups
Land capability (nonirrigated): 3e
Typical profile
0 to 8 inches: Loam
8 to 15 inches: Clay loam
15 to 45 inches: Clay
45 to 80 inches: Loam
Me-Meggett loam, frequently flooded
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Meggett, undrained, and similar soils: 80 percent
Meggett, drained, and similar soils: 10 percent
Description of Meggett, Undrained
Setting
Landform: Stream terraces
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Custom Soil Resource Report
Landform position (three-dimensional): Tread
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy fluviomarine deposits over marly sandy and clayey alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
high (0.00 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: Rare
Calcium carbonate, maximum content: 10 percent
Available water capacity. High (about 9.0 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
0 to 8 inches: Loam
8 to 14 inches: Fine sandy loam
14 to 48 inches: Clay
48 to 80 inches: Clay
Description of Meggett, Drained
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy fluviomarine deposits over marly sandy and clayey alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
high (0.00 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Calcium carbonate, maximum content: 10 percent
Available water capacity. High (about 9.0 inches)
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 8 inches: Loam
8 to 14 inches: Fine sandy loam
14 to 48 inches: Clay
48 to 80 inches: Clay
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Custom Soil Resource Report
NoB-Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 85 percent
Minor components: 5 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Minor Components
Bibb, undrained
Percent of map unit. 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
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Custom Soil Resource Report
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across-slope shape: Linear
NrB-Norfolk, Georgeville, and Faceville soils, 2 to 8 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 45 percent
Georgeville and similar soils: 25 percent
Faceville and similar soils: 15 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
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Custom Soil Resource Report
Description of Georgeville
Setting
Landform: Ridges
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Residuum weathered from metavolcanics and/or residuum
weathered from argillite
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 capacity. Moderate (about 8.5 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 8 inches: Loam
8 to 15 inches: Clay loam
15 to 45 inches: Clay
45 to 80 inches: Loam
Description of Faceville
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Clayey marine deposits
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 capacity. Moderate (about 8.1 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 8 inches: Fine sandy loam
8 to 13 inches: Fine sandy loam
13 to 80 inches: Clay loam
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Custom Soil Resource Report
NuB-Norfolk-Urban land complex, 0 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 50 percent
Urban land: 35 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
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 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Description of Urban Land
Interpretive groups
Land capability (nonirrigated): 8s
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Custom Soil Resource Report
Ra-Rains fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Rains, drained, and similar soils: 80 percent
Rains, undrained, and similar soils: 10 percent
Description of Rains, Drained
Setting
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 20 inches: Sandy loam
20 to 62 inches: Sandy clay loam
62 to 85 inches: Sandy clay loam
Description of Rains, Undrained
Setting
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
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Custom Soil Resource Report
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 20 inches: Sandy loam
20 to 62 inches: Sandy clay loam
62 to 85 inches: Sandy clay loam
Wh-Wehadkee loam, frequently flooded
Map Unit Setting
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
Map Unit Composition
Wehadkee, undrained, and similar soils: 85 percent
Wehadkee, drained, and similar soils: 10 percent
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
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
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
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Custom Soil Resource Report
Frequency of flooding: Frequent
Frequency of ponding: None
Available water capacity. High (about 9.9 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
0 to 8 inches: Loam
8 to 43 inches: Sandy clay loam
43 to 80 inches: Sandy loam
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
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
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 capacity. High (about 9.9 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 8 inches: Loam
8 to 43 inches: Sandy clay loam
43 to 80 inches: Sandy loam
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 hydricsoils
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://soils.usda.gov/
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://soils.usda.gov/
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http:Hsoi._._.___..._v/
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://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. httr :,. , _ i.nr(_ . .v/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http:/,'°
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.
`) fils.usda.gov/
24
Custom Soil Resource Report
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
25

P STREAM CROSSING g2
5.
.I
?t
N
u?
r
2:
36° 2'36"
n
35° 59' 3"
Custom Soil Resource Report
Soil Map
0
m
u?
r
36° 2'40"
35° 59' 8"
Map Scale: 1:31,300 R printed on A size (8.5" x 11 ") sheet.
N Meters
0 300 600 1,200 1,800
Feet
0 1,000 2,000 4,000 6,000
Custom Soil Resource Report
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special Point Features
Blowout
® Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
„ Gravelly Spot
Landfill
A Lava Flow
,y & Marsh or swamp
Si Mine or Quarry
O Miscellaneous Water
p Perennial Water
., Rock Outcrop
+ Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
p Slide or Slip
pr Sodic Spot
„ Spoil Area
e) Stony Spot
MAP INFORMATION
Very Stony Spot Map Scale: 1:31,300 if printed on A size (8.5" X 11 ") sheet.
?. Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
Other
Special Line Features Please rely on the bar scale on each map sheet for accurate map
Gully measurements.
Short Steep Slope Source of Map: Natural Resources Conservation Service
.. Other Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
Political Features
0 Cities This product is generated from the USDA-NRCS certified data as of
Water Fea tures the version date(s) listed below.
Oceans
Soil Survey Area: Nash County, North Carolina
Streams and Canals Survey Area Data: Version 8, Dec 21, 2007
Transportation
i F+ Rails Date(s) aerial images were photographed: 6/9/2006; 6/30/2006
y,r Interstate Highways The orthophoto or other base map on which the soil lines were
US Routes compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
Major Roads of map unit boundaries may be evident.
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PROJECT LOCATION MAP
(REGE STORE RD.)
p TOWN OF RED OAK
STREAM CRQ$SIIN
WWTP IMPROVEMENTS
TIE TO ROCKY MOUNT INTERCEP I ' 2000' 1000' 0 2000'
TOR
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o r.- - QUAD SHEETS: RED OAK, NC