20120766 Ver 1_401 Application_20120812

2011 2076 6
W�WK
LETTER OF TRANSMITTAL DICKSON
community Infrastructure consultants
720 Corporate Center Drive Raleigh, North Carolina 27607 919.782.0495 tel. [phone] fax
NC Division of Water Quality —
TO: Permitting Section DATE: 13 August 2012
1650 Mail Service Center
Raleigh, NC 27699 -1650
ATTENTION
: Ms. Laurie Dennison
401 Permitting — Albemarle Water
RE: Transmission Line
Stanly and Cabarrus counties, NC
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick -up ® Hand Delivered
The following items: ❑ Correspondence ❑ Plans ❑ Specifications ❑ Other as listed
below:
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
COPY TO:
SIGNED:
Wa
DESCRIPTION
100001
404/401 Permit Application
==
I�lt�1VIE�I;
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
COPY TO:
SIGNED:
Wa

F,%WK
DICKSON
community infrastructure consultants
August 8, 2012
Steve Kichefski
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801 -5006
Subject: Albemarle Water Transmission Line, Booster Stations, and Storage Tank Pre - Construction
Notification
Dear Mr. Kichefski:
Enclosed please find two copies of the Pre - Construction Notification for the Albemarle Water Transmission
Line, Booster Stations, and Storage Tank project in Stanly and Cabarrus counties, NC.
As you know, to meet their projected future water supply needs, the cities of Concord, Kannapolis and
Albemarle propose to construct the infrastructure necessary to convey finished water from Albemarle's
existing, underutilized Tuckertown Water Treatment Plant to the existing Concord/Kannapolis distribution
system. Initially, the transmission system will convey a maximum of five million gallons per day (mgd)
between the systems. It will be designed and constructed to ultimately convey up to 10 mgd. The existing
Tuckertown Water Treatment Plant is neither designed nor permitted to convey 10 mgd to the
Concord/Kannapolis system. Because the existing systems will accommodate 5 mgd with minimal changes,
upgrading the plant's treatment and withdrawal capacities are not included in this project's scope. However, to
avoid future installation of additional transmission lines, the proposed project is being designed to
accommodate the ultimate need/capacity.
There have been 0.31 acre of wetland impacts identified, 0.07 acre of which will be permanent and 0.24 acre
will be temporary. Of the 310 linear feet of unavoidable stream impacts, only 10 linear feet will be permanent.
Because negative direct and indirect biological resources effects will be minimal, mitigation will not be
necessary.
Because a majority of the proposed alignment is within existing, previously disturbed right of way, direct
impacts to wetlands and waters of the US will be minimal. To minimize impacts to water resources during
project construction, a DENR- approved erosion and sedimentation control plan will be followed. Adherence
to site - specific sediment and erosion control plans will avoid accidental deposition of erosive material into
wetlands and waters adjacent to construction sites. Stormwater control and treatment will comply with
General Permit NCG10000. Streams will have open cut crossings allowing for minimal impact when the
trench is backfilled to original slope.
720 Corporate Center Drive
Raleigh, IBC. 27607
Tel. [phone]=495
Fay. 9I 9.732.9672
ww��.wkdickson.com Transportatwu • Water Resources • Urhan Doeiopment + Gaxnatres

Mr. Kichefski
August 8, 2012
Page 2
On February 28, 2012, the DENR Division of Water Resources released a Finding of No Significant Impact
for the project. As part of the project's environmental surveys, formal surveys for Schweinitz's sunflower
(Helianthus schweinitzii) were conducted along the entire alignment. None were found. After review of the
survey results contained in the final EA, the US Fish and Wildlife Service indicated that they had no
additional comments to on the project, signifying that they agreed that no protected species impacts would
occur. Also, based on data from and review by the NC State Historic Preservation Office, it was determined
that there would be no impacts to significant cultural or historical resources.
Direct impacts to FEMA floodplains and floodways from the water line installation are anticipated during
construction, but because all the disturbed areas will be re- graded to original slope and contour, these impacts
will be temporary. Therefore, there will be no rise to the base flood water- surface elevation.
I appreciate your assistance facilitating the timely and complete review of this important public infrastructure
project's PCN.
Sincerely,
W.K. Dic n & Co., Inc.
Ward arotti
Project Manager
Attachments
�DICKSON

0
Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Albemarle Water Transmission Line, Booster Stations, and Storage Tank
2. Name of Property Owner /Applicant: Cities of Albemarle and Concord
3. Name of Consultant /Agent: WK Dickson / Ward Marotti
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: NC 49, Stanley and Cabarrus Counties
7. City: Richfield, Mount Pleasant, and Concord
8. County: Stanly and Cabarrus
9. Lat: 35.437012 Long: - 80.393566 (Decimal Degrees Please)
10. Quadrangle Name: New London, Richfield, and Mt. Pleasant quadrangles
11. Waterway: Adams Creek, Long Creek, Big Bear Creek, Little Buffalo Creek, Dutch Buffalo Creek,
McAllister Creek, and several unnamed tributaries.
12. Watershed: Yadkin (HUC 03040105 and 03040103)
13. Requested Action:
X Nationwide Permit # 12 I ._.,_%A­­
General Permit #
Jurisdictional Determination Request
AUG fl 3 2012
Pre - Application Request DENR - WATER at!
,. . _
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site /Waters
Keywords:
0

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1
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 NX No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
N Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Albemarle Water Transmission Line, Booster Stations and Storage Tank
2b.
County:
Stanly and Cabarrus
2c.
Nearest municipality / town:
Concord, Mt. Pleasant and Richfield
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
see attached narrative and maps
3b.
Deed Book and Page No.
see attached narrative and maps
3c.
Responsible Party (for LLC if
applicable):
Sue Hyde, PE
3d.
Street address:
850 Warren C. Coleman Blvd.
3e.
City, state, zip:
Concord, NC 28026
3f.
Telephone no.:
704- 920 -5401
3g.
Fax no.:
3h.
Email address:
HydeS @concordnc.gov
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
same as above
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Ward Marotti
5b.
Business name
(if applicable):
WK Dickson & Co., Inc.
5c.
Street address:
720 Corporate Center Dr.
5d.
City, state, zip:
Raleigh, NC 27607
5e.
Telephone no.:
919- 782 -4095
5f.
Fax no.:
919 - 782 -9672
5g.
Email address:
wmarotti @wkdickson.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
see attached maps and narrative (Section A.3.a. /b.)
1b.
Site coordinates (in decimal degrees):
Latitude: 35.437012 Longitude: 80.393566
1c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
see attached narrative
2b.
Water Quality Classification of nearest receiving water:
see attached narrative
2c.
River basin:
Yadkin (03040105 and 03040103)
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:
see attached narrative
3b.
List the total estimated acreage of all existing wetlands on the property: 1.73
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 750
3d. Explain the purpose of the proposed project:
See attached narrative.
3e.
see
Describe the overall project in detail, including the type of equipment to be used:
attached narrative
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments: on -site evaluation completed on 5 January 2012
p ry
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Ward Marotti
Agency /Consultant Company: WK Dickson & Co., Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5 January 2012
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
While the project's actual finished water transmission volume will be phased (i.e. increased over time, as needed), the infrastructure design /installation
is for ultimate maximum capacity (i.e. 10 MGD).
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑ Buffers ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Land Clearing
Bottomland Hardwood Forest
Yes
Corps (404)
0.01
W2 T
Land Clearing and Fill
Bottomland Hardwood Forest
Yes
Corps (404)
0.02
W3 T
Land Clearing and Fill
Bottomland Hardwood Forest
No
Corps (404)
0.07
W4 P
Land Clearing
Bottomland Hardwood Forest
Yes
Corps (404)
0.06
W5 T
Land Clearing and Fill
Bottomland Hardwood Forest
Yes
Corps (404)
0.15
W6 T
Fill
Bottomland Hardwood Forest
No
Corps (404)
0.003
2g. Total Wetland Impacts:
0.313
2h. Comments:
See attached narrative. Permanent Impacts: 0.07 ac
Temporary Impacts: 0.243 ac
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
See attached table.
S2
Choose one
See attached table.
S3
Choose one
See attached table.
S4
Choose one
See attached table.
S5
Choose one
See attached table.
S6
Choose one
See attached table.
3h. Total stream and tributary impacts
3i. Comments:
See attached narrative.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually 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 T
Unnamed Pond
Other
Pond
0.05
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0.05
4g. Comments: O.Ob acres ot an unnamed pond will e located within the construction easement and may receive ternporary dewatering.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1
Yes /No
B2
Yes /No
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached narrative.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached narrative.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non - riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 X 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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

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 ❑X No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
The project does not include and is not adjacent to protected riparian buffers identified within one of the
NC Riparian Buffer Protection Rules.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0.01%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Due
to the minimal size of the disturbed areas (less than one acre), no Stormwater Management Plan is necessary at this time.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Concord, Richland, Mt. Pleasant, Cabarrus
❑x Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 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 0 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 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑X Yes
❑ No
use of public (federal /state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑X Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑X 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
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑Yes
❑X 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
❑X 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's EA and FONSI address local ordinance language that will mitigate secondary and cumulative impacts resulting from
increased finished
water system capacity. (See attached FONSI).
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.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or 0 Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program Element Occurrence database, correspondence /review with USFWS (see attached)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA's National Marine Fisheries Service database
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes 0 No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office database
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Direct impacts to FEMA floodplains and floodways from the water line installation are anticipated during construction. but because all the disturbed
areas will be re- graded to original slope and contour, these impacts will be temporary. Therefore, there will be no rise to the base flood water - surface
elevation.
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Insurance Maps
l
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is va5d only if an authorization
letter from the applicant is provided.)
Page 10 of 10

PCN Narrative
Albemarle Water Transmission Line, Booster Stations, and Storage Tank
City of Concord
Nationwide Permit 12
Pre - Construction Notification
Name and Address of the Applicant:
Sue Hyde
City of Concord
850 Warren C. Coleman Blvd.
Concord, NC 28026
PCN Section A. Applicant Information
A.3a. -b. Deed Book and Page Number
Owner Name
Pin #
Deed Book
Page
Number
County
HESS RONAS & BOST PATTI /WIFE
5650402057
8875
327
Cabarrus
BLACKWELDER MAXINE WALKER
5650703224
92 -E
542
Cabarrus
REECE NED CTRUSTEE
5660101878
7174
1
Cabarrus
HEGELE ETHELYN C SMITH
5660353579
719
90
Cabarrus
RITCHIE JEFFREY C
5660369905
528
432
Cabarrus
FUNB/ MARGARET C WEST & WILLIAM AND
DICKENS MARY M CO- TRUSTEES
5660695500
1447
250
Cabarrus
FRANICS MEDLIN FAMILY FARMS I LLC
5671935710
8468
219
Cabarrus
CHOU ERNESTY
5681054747
1146
96
Cabarrus
COOK ELIZABETH P & JOLENE & P COBLE &
JOYCE P NEEDHAM
5681169835
472
195
Cabarrus
GOODMAN MARK ANTHONY & GOODMAN
CHARLA L /WIFE
5681451934
735
238
Cabarrus
BUCKWELLJIMMY R & BUCKWELL CYNTHIA
WORRELL /WIFE
5691480917
443
498
Cabarrus
BUCKWELL KENNETH WAYNE & BUCKWELL
NANCY /WIFE
5691496325
1104
19
Cabarrus
JAMES ALLEN P & JAMES MICHELLE B /WIFE
5692931578
5708
163
Cabarrus
PAUL CAROLYN A
6602039826
1955
101
Cabarrus
MYRICK WILLIAM H & MARY I
660202856223
367
575
Stanly
SELLS RANDY D & JACKIE G
661201374319
382
876
Stanly
ROSEMAN PEGGY GREY LYERLY
661202762639
263
507
Stanly
PROVIDENCE FAMILY LLC
661202772864
1088
416
Stanly
CULP TILLMAN & PAMELA H
661202864415
531
106
Stanly
KIRK PATTIE F ETAL
662201181122
622
569
Stanly
Albemarle Water Transmission Line, Booster Stations, and Storage Tank

PCN Section B. Project Information & Prior Project History
B.2a. -2b: Name and Water Quality Classification of nearest body of water:
Along the proposed alignment Adams Creek, McAllister Creek, Dutch Buffalo Creek, Little Buffalo
Creek, Butcher Branch, Little Bear Creek, Big Bear Creek, and Long Creek are Class C waters. Curl Tail
Creek is Class WS -IV. Cold Water Creek and Utto Cold Water Creek are Class WS -IV CA for 0.5 miles
immediately upstream of Lake Fisher and Concord Lake, respectively. Further upstream, these streams
are Class WS -IV waters.
13.3a: Existing conditions and general land use:
The proposed project site is located in USGS Cataloging Units 03040105 and 03040103. Thirteen
wetlands, totaling 1.73 acres, were delineated within 100 feet of the proposed alignment. Not all of these
wetlands will be impacted, either temporarily or permanently.
Land use analysis for the service area using the NC CGIA 1998 land use dataset found that the majority
of the service area consists of mixed upland hardwood communities (47.0 percent) and managed
herbaceous cover (31.1 percent). The remaining 21.9 percent of the service area consisted of southern
yellow pine communities (7.0 percent), developed land (5.7 percent), and cultivation (4.0 percent) and
various other natural plant communities, each constituting less than one percent of the service area (5.2
percent). The developed areas were primarily located in Concord and Kannapolis.
The proposed alignment runs mostly along existing, maintained road rights of way. Therefore, most of the
land use surrounding the alignment is managed herbaceous cover. The few developed areas along the
alignment corridor are primarily centered on the intersection of NC 49 and US 52.
The Environmental Assessment describes existing biological resources throughout the WWTP service
area in detail, including descriptions of formal surveys for threatened and endangered species.
13.3d: Purpose of Proposed Work
The proposed project will allow the cities of Kannapolis and Concord to meet their projected future water
needs through the construction of the infrastructure necessary to convey treated water from the
underutilized Tuckertown Water Treatment Plant in Albemarle to the existing Concord/ Kannapolis
distribution system.
13.3e: Project Description
The proposed project includes a 30 inch diameter waterline that will connect to the City of Albemarle's
existing 30 inch "stub" near the NC 49 /Main Street (SR 1507) intersection in Richfield, NC. Finished
water in the existing line is conveyed from the existing Tuckertown Water Treatment Plant. From this
stub the transmission line will continue west, almost entirely within the southern portion NC 49's right of
way, for approximately two miles. It will then switch to the northern portion of NC 49's right of way (at
the Wesely Chapel Road intersection) and continue approximately 8.2 miles to Fisher Road (SR 2423).
To avoid impacts to traffic flow and existing residential and commercial development within Mount
Pleasant, the proposed alignment will parallel Fisher Road for approximately 2.4 miles and Moose Road
(SR 2417) for approximately 0.6 mile. At the Moose Road/NC 73 intersection the alignment will turn
west and parallel NC 73 along its northern side for approximately 375 feet, where it will turn south, leave
the road right of way and traverse undeveloped land (agricultural fields and forest) for approximately 0.6
mile, before re- aligning within and near NC 49's northern right of way, where it will continue southeast
for 2.3 miles to its connection with an existing 30 inch line at the Old Airport Road (SR 2635)/NC 49
intersection (near the Cabarrus Arena and Events Center). Two booster stations and a ground storage
Albemarle Water Transmission Line, Booster Stations, and Storage Tank
2

tank will also be constructed along the transmission main's alignment. Additionally, approximately
12,000 feet of 24 inch line will be constructed parallel to Cold Springs Road (SR 2411) and NC 73, to
convey finished water to an existing elevated storage tank in Concord.
Upon completion the proposed water line will be capable of providing service to:
• Unincorporated portions of Cabarrus County
• Kannapolis
• Concord
• Harrisburg
• Midland
• Mount Pleasant
• Locust
• Unincorporated portions of Stanly County within 1,000 feet of the proposed alignment
• Misenheimer
• Richfield
Construction will include back hoes, track hoes, hoe rams, front end loaders, dump trucks, and level
spreaders.
C. Proposed Impacts Inventory
C. 2h: Comments
There are six proposed wetland impacts within the alignment. Two of these impacts are permanent and
will be located within the permanently maintained right of way. These existing forested wetlands will
have permanently maintained herbaceous cover. The additional four temporary wetland impacts will be
located within the temporary construction right of way and will be allowed to revegetate (become
forested) following construction. Because impacts 3 and 6 are within the permanent right of way, but
occur in wetlands dominated by herbaceous species, permanent impacts will not result. All impacts will
be cleared for construction and wetlands within the permanent right of way will have maintained
herbaceous cover. Permanent impacts will total 0.07 acre and temporary impacts will total 0.243 acre.
C.3. Stream Impacts
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream Impact
Type of
Stream Name
Perennial
Type of
Average
Impact
Number
Impact
(PER) or
Jurisdiction
Stream
Length
Permanent (P) or
Intermittent
Width
(linear
Temporary (T)
(INT)?
(feet)
feet)
S I Temporary
Excavating
Ut to Curl Tail
Corps
10
Creek
Intermittent
4
S2 Temporary
Excavating
Ut to Curl Tail
Corps
10
Creek
Intermittent
4
S3 Temporary
Excavating
Ut to Curl Tail
Corps
10
Creek
Perennial
4
S4 Temporary
Excavating
Corps
10
Ut to Long Creek
Perennial
4
S5 Temporary
Excavating
Corps
10
Ut to Long Creek
Perennial
8
S6 Temporary
Excavating
Corps
10
Long Creek
Perennial
15
Albemarle Water Transmission Line, Booster Stations, and Storage Tank

3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream Impact
Type of
Stream Name
Perennial
Type of
Average
Impact
Number
Impact
(PER) or
Jurisdiction
Stream
Length
Permanent (P) or
Intermittent
Width
(linear
Temporary (T)
(INT)?
(feet)
feet)
S7 Temporary
Excavating
Corps
10
Ut to Long Creek
Intermittent
5
S8 Temporary
Excavating
Ut to Big Bear
Corps
10
Creek
Intermittent
4
S9 Temporary
Excavating
Corps
10
Big Bear Creek
Perennial
12
S10 Temporary
Excavating
Ut to Big Bear
Corps
10
Creek
Intermittent
10
S11 Temporary
Excavating
Ut to Big Bear
Corps
10
Creek
Perennial
20
S12 Temporary
Excavating
Ut to Big Bear
Corps
10
Creek
Perennial
15
S13 Temporary
Excavating
Ut to Little Bear
Corps
10
Creek
Perennial
15
S14 Temporary
Excavating
Ut to Little Bear
Corps
10
Creek
Intermittent
6
S 14 Temporary
Excavating
Ut to Little Bear
Corps
10
Creek
Intermittent
2
S15 Temporary
Excavating
Corps
10
Little Buffalo Creek
Perennial
30
S16 Temporary
Excavating
UT to Little Buffalo
Corps
10
Creek
Intermittent
6
S 16 Temporary
Excavating
UT to Little Buffalo
Corps
10
Creek
Intermittent
8
S17 Temporary
Excavating
UT to Dutch Buffalo
Corps
10
Creek
Perennial
3
S18 Temporary
Excavating
Dutch Buffalo
Corps
10
Creek
Perennial
50
S19 Temporary
Excavating
UT to Dutch Buffalo
Corps
10
Creek
Intermittent
10
S20 Temporary
Excavating
Corps
10
UT to Adams Creek
Perennial
8
S21 Temporary
Excavating
Corps
10
UT to Adams Creek
Perennial
8
S22 Temporary
Culvert
Corps
10
McAllister Creek
Perennial
16
S23 Temporary
Excavating
UT to McAllister
Corps
10
Creek
Intermittent
8
S24 Permanent
Culvert
UT to McAllister
Corps
10
Creek
Perennial
6
S25 Temporary
Excavating
Corps
10
Ut to Adams Creek
Perennial
3
S26 Temporary
Excavating
Corps
10
Adams Creek
Perennial
25
S27 Temporary
Excavating
Corps
10
Ut to Adams Creek
Perennial
25
S28 Temporary
Excavating
Corps
10
Ut to Adams Creek
Perennial
3
Albemarle Water Transmission Line, Booster Stations, and Storage Tank

3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream Impact
Type of
Stream Name
Perennial
Type of
Average
Impact
Number
Impact
(PER) or
Jurisdiction
Stream
Length
Permanent (P) or
Intermittent
Width
(linear
Temporary (T)
(INT)?
(feet)
feet)
S29 Temporary
Excavating
Corps
10
Ut to Adams Creek
Intermittent
4
3h. Total Stream and Tributary
Impacts
310 if
Total Temporary Impacts:
300 if
Total Permanent Impacts:
10 if
C. 3i. Comments:
Permanent direct impacts to streams associated with the construction of this project are not anticipated
except for S24, which will result in a total of 10 feet of permanent impact as the result of a culvert
installation. At nearly every crossing, rock is close to the surface, making open cut crossings most
practical. Impacts are calculated using an average trench width of 10 feet. In addition to the expected 29
stream impacts, there will be one additional crossing at Butcher Branch. At this crossing, the proposed
alignment will be installed inside the fill slope above the culvert, resulting in no impact to the stream.
Section D. Impact Justification and Mitigation
la and lb: Avoidance and Minimization
Because negative direct and indirect biological resources effects will be minimal, mitigation will not be
necessary (see attached FONSI).
Because a majority of the proposed alignment is within existing, previously disturbed right of way, direct
impacts to wetlands and waters of the US will be minimal. Adherence to site - specific sediment and
erosion control plans will avoid accidental deposition of erosive material into wetlands and waters
adjacent to construction sites. Stormwater control and treatment will comply with General Permit
NCG10000. Streams will have open cut crossings allowing for minimal impact when the trench is
backfilled to original slope.
PCN Section F. Supplementary Information
D. 4: Sewage Disposal
The Tuckertown Water Treatment Plant draws raw water from Tuckertown Reservoir, which is in the
Yadkin River Basin. Concord, Kannapolis and most of the proposed service area are in the Rocky River
Basin. Pursuant to G. S. §143- 215.22L Regulation ofSurface Water Transfers, an Interbasin Transfer
(IBT) Certificate, approved by the North Carolina Environmental Management Commission (EMC), is
required to transfer more than 2 million gallons per day (mgd) from one basin to another. An IBT
Certificate, which includes up to 10 mgd to be transferred from the Yadkin River Basin to the Rocky
River Basin, was formally approved by the EMC on 25 January 2007 and is included in the North
Carolina Department of Environment and Natural Resources Division of Water Resources' Record of
Decision's (ROD) (Environmental Assessment Exhibit 1).
Albemarle Water Transmission Line, Booster Stations, and Storage Tank

D. 5d: Endangered Species
The North Carolina Natural Heritage Program (NHP) identifies 5,775 acres of significant natural heritage
areas (SNHAs) within the service area, all of which are in Cabarrus County. Five SNHAs lie within 500
feet of the proposed alignment northeast of Mount Pleasant; these include hardwood forest, aquatic
habitat, and swamp communities. Additionally, approximately 14 miles of Big Bear Creek and a 47 acre
area adjacent to Long Creek are designated as SNHAs, and lie downstream of the proposed alignment.
NHP lists one occurrence of a federally listed species, Schweinitz's sunflower, in the service area.
Schweinitz's sunflower (Helianthus schweinitzii) is a state and federally endangered plant species that is
endemic to the Piedmont region of North and South Carolina. This species probably occurred formerly in
prairie -like habitats or Post Oak- Blackjack Oak savannas that were maintained by wildfire. Schweinitz's
sunflower is now found along roadsides, power line clearings, old pastures, woodland openings, and other
sunny to semi -sunny disturbed habitats. Habitat destruction, fire suppression, industrial development,
highway construction and maintenance, and roadside utility right -of -way maintenance have contributed to
the decline of this species.
Formal Schweinitz's sunflower surveys were conducted along all portions of the proposed alignment
within and adjacent to maintained rights of way between 5 and 23 October 2009. To evaluate phenology,
prior to each week's surveys, known Schweintiz's sunflower populations along NC 49 in and near Gold
Hill were visited. These populations were flowering throughout the survey period. No Schweinitz's
sunflowers were located along the proposed alignment.
As part of the EA review, the US Fish and Wildlife Service evaluated the protected species survey
methodology and results and confirmed that no impacts to protected species are likely to result from the
project (Environmental Assessment, Section J.).
Albemarle Water Transmission Line, Booster Stations, and Storage Tank
6

d ^v
y — —,;a J
taws _- =•
Ro
1W
a.
It _
Mountain -
Island Lake — -
-_
Legend
D Proposed Pump Stations;'
Proposed Tank _
Proposed Alignment
®Service Area
D Waterbody - 4
— Major Streams _
River Basins -
Catawba (3 -1) a
Rocky (18 -4)
Yadkin (18 -1)
FEMA 100 Yr. Floodplain r.
ILake
Tillers
0 3.5 7 14 N
pk l< Figure 1.
W DICKSON Miles General Location and FEMA Floodplains Map
communly nlroslruclureconwnanls 1 inch equals 7 miles Albemarle Transmission Waterline

T#
��, ��.—.ti �. n' _.ice '���+iYf1. �. �+- .��'1. � _��ai• +` _ �4�_-__�j _�� 5
us
IL f
I�
*d, L 4rh
•5
_l .,ep
rl
or
.j r0 f �} Legend
Y� QUSGS Map Index
Proposed Alignment
5. .
0 1 2 4
P ►1lVI< Miles N Figure 2.
WDICI<SON 1 inch a uals 2 miles USGS Index Map
nl q Albemarle Transmission Waterline

Ib
5 !
. i..,i M•. ,:i.�;`,' �': AI ry¢t •'�}�r L �
# . �_ {'; � {'r �'r''+__'ryy` '�' " 4 f �� � '° / � •+y# <s 9 �# r! Fi-{ � }.� • {� + 1l-}' 4 1 �S;' _ _
75.1 Jyi L'+ {4t n• i f, Yr
c. 34
j �4�}'�+q_�1 +� � x• �+ �...+ :�-� r•' L �^ �= Fes-'
-
.••� f ,_. " M1 F •ice ����yi.' � +f Ji M1 /.
' {iFr_.r ! ' ..� �. _ ._i "� J'" �� j$j$${ : � �i ♦ r .t � #��� } ��'" '. 1 S '�t
Legend
Sources: USGS Quadrangles
New London, Richfield ? a. ?'i ` r ,,4f ' ¢ �+
Proposed Ali nment
P 9
0 1,000 2,000 4,000
�►W�� Feet Figure 2A.
WDICI<SON �, 1 inch equals 2,000 feet USGS Map
Albemarle Transmission Waterline

J r
'
Y.
r f�f'- �, �. "f 4 'Ffi� ". � 1 '�"' . " .+G i � f' f , f1^i4� M1 { f +•'* }. � .f _± _ �1_
T%/-/ ✓4
'� r
Legend
Proposed Alignment
Source: USGS Quadrangle - Richfield ' '•
0 1,000 2,000 4,000
�►W�� Feet Figure 2B.
WDICI<SON �, 1 inch equals 2,000 feet USGS Map
Albemarle Transmission Waterline

a
y
Legend
Sources: US,GS Quadrangle - �f.:.r f ' f ' , .:ki:: — Proposed Alignment
Mt. Pleasant, Richfield
0 1,000 2,000 4,000
Figure 2C.
W D �CKSON Feet USGS Map
communlly nlroslruclure consullanls 1 inch equals 2,000 feet Albemarle Transmission Waterline
'y
i
k
�
l �+.n
•'
f � �
i - ' ,
�''� F -? +'fit � !'
..
+�_
�� f
l �'�''
.
�
1
k'd: *'"
="
i
a
y
Legend
Sources: US,GS Quadrangle - �f.:.r f ' f ' , .:ki:: — Proposed Alignment
Mt. Pleasant, Richfield
0 1,000 2,000 4,000
Figure 2C.
W D �CKSON Feet USGS Map
communlly nlroslruclure consullanls 1 inch equals 2,000 feet Albemarle Transmission Waterline

' 'i Y err f
Legend
Proposed Alignment
Source: USGS' Quad rangle - Mt. Pleasant
0 1,000 2,000 4,000
pk►Wl< Feet Figure 2D.
RPDICI<SON, 1 inch equals 2 000 feet USGS Map
Albemarle Transmission Waterline

s + t
rf. • r _ � .. TYrV }: "-E *-s��� f +.y }} s" -r ": i X14 �• �f .���� �� +MFLS � ?` +
qi
1 \�t•��
ti �..� _ - �" f •�.'. �'.* t �'' � Y,t � ` ._..{ f � , f�
� } - ... • #/: � � � �. ,fit � ��4�/�� - � �+�� Ir "�'� Y.� '-+a.`yk4,
Legend
Sources: USGS Quadran -
- le
9 Proposed Alignment
Concord, Mt. Pleasant.;.:.
0 1,000 2,000 4,000
p►Wl< Feet Figure 2E.
WDICI<SON �, 1 inch equals 2 000 feet USGS Map
Albemarle Transmission Waterline

r
`1-
• r, �' �� �r`rt- �' Legend
Streams
NEW Proposed Alignment
R \ • r .` r
�, f ®Service Area
• r � � < (�j � � County Boundary
I
Soils
If if
r hs ` rj \ - Altavista sandy loam - Mecklenburg -Urban land complex
14 ..� . ^� ) C' a - Appling sandy loam - Misenheimer channery silt loam
Armenia loam - Oakboro silt loam
f 'T
-Badin channery silt loam -Pacolet sandy clay loam
Badin -Urban land complex Pacolet sandy loam
r flor, rte}. � - s , ,y. - Cecil sandy clay loam - Pacolet - Udorthents complex
Cecil -Urban land complex - Poindexter loam
Chewacla sandy loam - Poindexter -Rowan complex
+1 I,�� � i ♦i r 1'If% s'
; ��'$ rl� •� / �+; - Coronaca clay loam - Rion - Wedowee complex
�• • 'hys1 - Cullen clay loam - Sedgefield fine sandy loam
J I�
��� �l •• 0 Dogue fine sany loam - Sedgefield sandy loam
/+� ' ~• ,,��„�'j 1 i - - Enon -Urban land complex - Tatum channery silt loam
r �
Y ` Enon cobbly loam - Tatum silt loam
r -Enon fine sandy loam -Tatum silty clay loam
Georgeville silty clay loam - Udorthents, loamy
Goldston very channery silt loam - Urban land
,•, r - Herndon silt loam - Uwharrie silt loam
- Hiwassee clay loam - Uwharrie silty clay loam
Iredell loam - Vance sandy clay loam
i
�� .�• - Kirksey silt loam - Vance sandy loam
- Lloyd clay loam - Water
Mecklenburg clay loam - Wehadkee loam
Mecklenburg loam
0 2 4 8 N
WK Figure 3.
WD1C1<SC)N 1 inch e uals 4 miles Miles Soils Map
nl q Albemarle Transmission Waterline

Statement of Compliance with Session Law 2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks
link to SL 2009 -337
Prior to accessing the Ecosystem Enhancement Program (EEP) In -Lieu Fee Mitigation
Program, all applicants requesting wetlands stream and/or riparian buffer mitigation are now
required by law to comply with Session Law 2009 -337 An Act to Promote the Use of
Compensatory Mitigation Banks. All new requests submitted on or after July 24, 2009 MUST
include this form signed and dated by the permit applicant or an authorized agent. Applicants
with unexpired acceptance letters may continue with their plans to use the In -Lieu Fee
Program or withdraw their request and seek other available mitigation options.
Compliance Statement:
I have read and understand SL -2009 -337 and have, to the best of my knowledge,
complied with its requirements.
Please check all that apply:
Applicant is a Government Entity as defined in G.S. 143 - 214.11 and is not
required to purchase credits from a mitigation bank.
X There are no known private mitigation banks with the requested credit type
located in the hydrologic unit where this impact will take place (link to DwQ list).
I have contacted the mitigation bank(s) in the hydrologic unit where the impacts
will occur and credits are not available.
The application was submitted to the regulatory agencies prior to October 1,
2008 for streams and wetland impacts or .July 24, 2009 for riparian buffer
impacts.
The DWQ or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
Note: It is the applicant's responsibility to document any inquiries made to private
mitigation banks regarding credit availability.
�v I have read and understand ESP's refund policies attached
initial here
/I/ 9_4.� 0, ---
Signature of Applicant or Agent
6 A2,�Iz_
Date
Albemarle Water Main Connection
W • h11- 01'
4417
Printed Name
Cities of Albemarle and Concord
Project Name Location

Refund PolicV for Fees Paid to EEP's In -Lieu Fee Programs 9/21/2009
Purpose: The purpose of this policy is to make clear the circumstances and process under which a
permitee can obtain a refund while simultaneously balancing customer service and responsible
business practices. This policy applies to all refund requests made on or after the publication date of
this policy.
1. All refund requests must be made in writing to ESP's In -Lieu Fee Program Coordinator at
kelly.williams(aMcdenr.gov.
2. All refund requests are subject to fund availability. EEP does not guarantee fund availability for
any request.
3. The request must either come from the entity that made the payment or from an authorized agent.
Third parties requesting refunds must provide written authorization from the entity that made the
payment specifying the name and address of the authorized refund recipient.
4. Refund requests related to unintended overpayments, typographical errors or incorrect invoices
should be brought the attention of the In -Lieu Fee Program Coordinator as soon as possible. Such
requests are typically approved without delay.
S. Payments made under EEP's incremental payment procedure are not eligible for refunds.
6. Refund requests made within nine months of payment to EEP will only be considered for requests
associated with projects that have been terminated or modified where the permittee's mitigation
requirements have been reduced. Such requests must be accompanied by written verification from the
permitting agency that the project has been cancelled, the permits have been rescinded or have been
modified, or the mitigation requirements have been reduced.
7. Refund requests made more than nine months from the payment date will only be considered for
permits that were terminated or modified to not require any mitigation. Such requests must be
accompanied by written verification from the permitting agency that the project has been cancelled, the
permits have been rescinded and /or mitigation is no longer required.
8. Refund requests not meeting the criteria specified above are not eligible for a refund.
9. Refund requests that meet the criteria above will be elevated to EEP Senior Management for
review. The following considerations apply to all refund requests:
a. availability of funds after consideration of all existing project and regulatory obligations
b. the date the payment was made
c. the likelihood EEP can use the mitigation procured using the payment to meet other
mitigation requirements
10. Once a refund has been approved, the refund recipient must provide a completed W -9 form to
EEP's In -Lieu fee Program Coordinator within two weeks in order to process the refund though the
State Controller's Office.
11. All decisions shall be final.

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM for Non -DOT Customers
Revised 09/24/2009
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699 -1652, fax to 919 - 715 -2219, or email to kelly.williams(cDncdenr gov. Attachments are acceptable for clarification purposes
(location map is required). Review meetings are held on Monday afternoons and decisions are provided within 2 weeks.
. .................. .
...............
CONTACT INFORMATION APPLICANT'S AGENT (optional) APPLICANT
......... -
1. Business or Individual Name WK Dickson & Co., Inc. Cit y of Concord
.....................
2. Street Address or P O Box 720 Corporate Center Dr 850 Warren C. Coleman Blvd.
3. City, State, Zip Raleigh, NC 27607 Concord, NC 28026
4. Contact Person Ward Marotti Sue Hyde, PE
- _
5. Telephone Number 919- 782 -4095 704 920 5401
6. Fax Number 919- 782 -9672
7. E -Mail Address (optional) `[e-mail] : [e-mail]
PROJECT INFORMATION
8. Project N.-- -_.am_. .._
e ._. . [Albemarle Water Main Connection
�......... -._.__ _� _. _
9. Project Location (nearest town, city) Cities of Concord and Albemarle
"ATTACH MAP SHOWING IMPACT LOCATION`" _
..._.. -. ---
10. Lat -Long Coordinates (optional) 3S.437012, -8 0 .3 9 3 5 6 6
11. Project County Stanly and Cabarrus Counties
12. River Basin & Cataloging Unit (8- digit)
(See Note l) Yadkin (03040105 and 03040103)
13. Project Type
X Government Private Commercial
........ _ _
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
0. 07 ac
15. Non-Riparian Wetland Impact (ac. )
NA
...... _..___.... ..
16. Coastal Marsh Impact (ac.)
NA
17. Stream Impact (ft.) (e.g. 1,234)
- .- - -. -.-
Warm - Cool ... - Cold
..... __
(See Note 2)
10 NA NA
18. Buffer Impact (sq. ft.) (e.g. 12,345)
Zone 1: NA Zone 2: NA
(where applicable, See Note 3)
19. Regulatory Agency Staff Contacts
USACE: DWQ:
(Indicate names, if known)
20. Other Regulatory ID Information
(e.g., USACE Action ID, if known)
IMPORTANT
By signing below, the applicant is confirming they have
Check (�) below if this request is a:
read and understand EEP's refund policy posted at
_ revision to a current acceptance, or
nceep. net.
Signature of A plicant or Au rued Agent:
_ re- submission of an expired acceptance
extension of unexpired acceptance
i7~
? ­ f
-- . -_ -..- .. ...__..__.._......_ . _..__....Date:.....__.
Note 1: For help in determining the Cataloging Unit, visit :httpildenrmaps- ncdenr.orglEEP aps or call EEP contact below
Note 2: For guidance on stream temperatures, go to:
htt :llwww.saw.usacerarm .miIANETLANDS /Miti ation /Documents /Stream /A endices /A endixI Pd f
Note 3: Buffer mitigation applicable only in the Neuse, Tar - Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed.
Direct questions to Kelly Williams at 919 -716 -1921 or kell
.wiliiarn ancdenr.gov or to EEP's front desk at 919 - 715 -0476.

NCDENR
North Carolina Department of Environment and Natural Resources
division of Water Resources
Beverly Eaves Perdue Thomas A. Reeder
Governor Director
FINDING OF NO SIGNIFICANT_ IMPACT (FONSI)
Dee Freeman
Secretary
The City of
Albemarle Water Transmission Line, Booster Stations and Storage Tank Project
Stanley and Cabarrus County, North Carolina
The State Environmental Policy Act (G.S. 113A) requires that the Division of Environmental Health determine whether a proposed
major agency action will significantly affect the environment. The City of Albemarle Water Transmission Line Booster Stations and
Storage Tank Project is such a major action.
In order to determine whether the construction of a 30 inch diameter waterline connected to the City of Albemarle's existing 30 inch
"stub ", two booster stations and a ground storage tank along the transmission main's alignment and 12,000 feet of 24 inch line to
convey finished water to an existing elevated storage tank in Concord will cause significant environmental impacts, an environmental
assessment has been prepared. The environmental assessment is attached. It contains detailed information on the key issues, including
a brief description of the proposed project and a summary of probable environmental impacts with proposed mitigations. None of the
impacts were found to be significant. This project shall be reviewed as a NEPA - Like /SEPA project.
On the basis of the analysis of the impacts as shown in the environmental assessment, no environmental impact statement (EIS) will
be prepared. This FONSI completes the environmental review record. The FONSI and Environmental Assessment shall be available
for inspection and comment for 30 days at the State Clearinghouse.
Summary of FONSI for publication in the Environmental Bulletin: After completion of an environmental assessment under G.S.
1 13A, a FONSI has been made in the case of the City of Albemarle Water Transmission Line Booster Stations and Storage Tank
Project. Information supporting the need for the proposed project was reviewed, along with relative impacts, other alternative
approaches and mitigating measures.
s'12
Thomas A eeder [ ate)
Director nvironmental eal
Public Water Supply Section - Jessica C. God reau, Chief
1534 Mail Service Center, Raleigh, North Carolina 27699 -1634
Phone: [phone] FAX: 919 - 715 -43741 Lab Form FAX: 919 - 715 -66371 Internet: www.ncwater.org/pws/
An Equal Opportunity 1 Affirmative Action Employer
One
No Carolina
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TIT _ILI N I
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NOTICE TO CONTRACTOR
1) THE CONTRACTOR SHALL FIELD VERIFY THE
ONSITE T.B.M. w/ EXISTING ELEVATIONS. THE
CONTRACTOR SHALL IMMEDIATELY CONTACT
W.K. - DICKSON & CO., INC. @ 704.334.5348 IF
ANY DISCREPANCIES ARE FOUND IN
ELEVATIONS SHOWN.
2) PLEASE NOTE THAT N.C. LAIN REQUIRES THAT
THE NC ONE CALL CENTER BE NOTIFIED PRIOR
TO ;PERFORMING ANY CONSTRUCTION, DIGGING,
OR 'EXCAVATION. THE CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES (PUBLIC OR PRIVATE)
THAT MAY EXIST AND CROSS THROUGH THE
AREA(S) OF CONSTRUCTION, WHETHER
INDICATED ON THE PLANS OR NOT. CALL
"811 " OR 1-800-632-4949 OR VISIT
WWW-NCOCC.ORG A MINIMUM OF 72 HOURS
PRIOR TO DIGGING OR EXCAVATING. REPAIRS
TO ANY UTILITY DAMAGED RESULTING FROM
CONSTRUCTION ACTIVITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
3) UNLESS OTHERWISE INDICATED; THE UNDERGROUND
UTILITIES SHOWN HEREON WERE MARKED BY ON
TARGET UTILITY LOCATE SERVICES, INC. DURING
FEBRUARY AND MARCH, 2011 AND THOSE MARKS
WERE FIELD LOCATED BY W.K. DICKSON & CO., INC.
DURING FEBRUARY AND MARCH, 2011. THE ACCURACY
OF FIELD MARKED UNDERGROUND UTILITIES IS +/— 30
INCHES HORIZONTALLY, UNLESS OTHERWISE INDICATED.
THE DEPTH OF THESE UTILITIES IS UNKNOWN, UNLESS
OTHERWISE INDICATED. THE UNDERGROUND UTILITIES
WERE LOCATED USING GPS, AND THEODOLITE AND
ELECTRONIC DISTANCE METER USING THE NC GRID
(NAD 83) DATUM HAVING AN ACCURACY OF +/— 24
INCHES.
UNDERGROUND UTILITIES SHOWN HEREON MAPPED BY
OTHER MEANS ARE CLEARLY INDICATED TO BE FIELD
VERIFIED BY CONTRACTOR, AND ARE SHOWN AT
APPROXIMATE LOCATIONS ONLY. OTHER MAPPING
METHODS INCLUDE MAP DIGITIZATION AND GIS DATA.
THE RESULTANT ACCURACY OF THE UNDERGROUND
UTILITIES MAPPED FROM EITHER DIGITIZED MAPS OR
GIS' DATA CAN NOT BE VERIFIED. THE DEPTH OF
THESE UTILITIES IS UNKNOWN AND SHOULD BE FIELD
VERIFIED BY THE CONTRACTOR;
•
Know what's below"
Call before you dig
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF
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616 Colonnade Drive
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Q.C. DATE: JAPR. 2012
DRAWING NUMBER:
PROD. NO.:
20090213:00. C L

DRAWING INDEX GENERAL
NUMBER
TITLE
GOA
COVER SHEET
G0.2
DRAWING INDEX
G0.3
PROJECT AREA MAP
GOA
WATER LINE DETAILS
G0.5
WATER LINE DETAILS
G0.6
WATER LINE DETAILS
G0.7
NOTES, TRAFFIC CONTROL AND PAVEMENT DETAILS
G0.8
STREAM RESTORATION DETAILS
G0.9
COFFER DAM AND SEDIMENT TRAP DETAILS
G0.10
EROSION CONTROL DETAILS
G0.11
EROSION CONTROL DETAILS
G0.12
EC MATTING SCHEDULE & PERM. CREEK CROSSING
G0:13
EROSION CONTROL AND SEEDING NOTES
G0.14
STREAM RELOCATION DETAILS
G0.15
FIBER OPTIC NOTES AND DETAILS
DRAWING INDEX
CONTRACT 1
NUMBER
TITLE
GENERAL
GA
SITE PLAN - BPS NO. 1
G.2
GRADING PLAN - BPS NO. 1
G.3
SITE PLAN - BPS NO.2
GA
GRADING PLAN - BPS NO. 2
G.5
PLANTING PLAN - BPS NO. 2
G.6
LANDSCAPE DETAILS - BPS NO. 2
G.7
PLANTING NOTES AND PLANT LIST
G.8
MISCELLANEOUS DETAILS
ENVIRONMENTAL
ENA
EQUIPMENT LAYOUT AND LEGEND - BPS NO, 1
EN.2
SECTIONS - BPS NO. 1
EN.3
SECTIONS - BPS NO. 1
ENA
EQUIPMENT LAYOUT AND LEGEND - BPS NO.2
EN.5
SECTIONS - BPS NO.2
EN.6
SECTIONS - BPS NO, 2
EN.7
DISINFECTANT PLAN AND SECTIONS
EN.8
CONCRETE TANK PLAN & SECTIONS - BPS NO.2
EN.9
CONC. TANK SECTIONS & DETAILS - BPS NO. 2
EN.10
CONCRETE TANK DETAILS - BPS NO.2
EN.11
STEEL TANK DETAILS - BPS NO. 2
EN.12
STEEL TANK DETAILS - BPS NO. 2
EN.13
STEEL TANK DETAILS - BPS NO.2
EN.14
STEEL TANK DETAILS - BPS NO.2
EN.15
STEEL TANK DETAILS - BPS NO. 2
BUILDING
B.1
APPENDIX'B' -BPS NO. 1
B.2
BUILDING PLAN AND ELEVATIONS -BPS NO. 1
B.3
BUILDING SECTIONS -BPS NO. 1
B.4
FLOOR SLAB DETAILS -BPS NO. 1
B.5
APPENDIX'B' -BPS NO.2
B.6
BUILDING PLAN -BPS NO.2
B.7
FLOOR SLAB DETAILS -BPS NO.2
B.8
BUILDING ELEVATIONS -BPS NO. 2
B.9
BUILDING SECTIONS -BPS NO.2
B.10
FRONT DETAIL -BPS NO.2
B.11
FRONT SECTION -BPS NO. 2
STRUCTURAL
S0.1
GENERAL NOTES AND ABBREVIATIONS
80.2
GENERAL NOTES
S1.1
FOUNDATION PLAN - BPS NO. 1
S1.2
ROOF FRAMING PLAN - BPS NO. 1
S2.1
FOUNDATION PLAN - BPS NO. 2
S2.2
ROOF FRAMING PLAN - BPS NO. 2
S3.1
TYPICAL DETAILS
S3.2
TYPICAL DETAILS
S3.3
TYPICAL DETAILS
S3.4
TYPICAL DETAILS
S5.1
FOUNDATION/ROOF FRAMING DETAILS
RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT;
LCadd\Plan Set102 GENERAL NOTES AND INDEX.dwa - June 29, 2012 - Jordan Isenhour
TO THIS DOCUMENT, IN
DRAWING INDEX
CONTRACT 1
NUMBER
TITLE
ELECTRICAL
EA
ELECTRICAL SYMBOL SCHEDULE AND DETAILS
E.2
ELECTRICAL SITE PLAN - BPS NO. 1
E.3
ONE -LINE POWER DIAGRAM - BPS NO. 1
EA
POWER PLAN - BPS NO. 1
E.5
HVAC POWER AND LIGHTING PLAN - BPS NO. 1
E.6
ELECTRICAL SITE PLAN - BPS NO. 2
E7
ONE -LINE POWER DIAGRAM - BPS NO.2
E.8
POWER PLAN - BPS NO.2
E.9
HVAC POWER AND LIGHTING PLAN - BPS NO. 2
E.10
ENGINE GENERATOR SET DETAILS
E.11
ELECTRICAL DETAILS
E.12
ELECTRICAL EQUIPMENT SCHEDULES
E.13
PLANS AND DETAILS
MECHANICAL
M.1
NOTES, SCHEDULES, DRAWING LIST
M.2
MECHANICAL PLAN - BPS NO. 1
M.3
MECHANICAL PLAN - BPS NO. 2
❑RAWING INDEX
CONTRACT 2
NUMBER
TITLE
C0.1
JUMPER ASSEMBLY DETAIL
00.2
WATER MAIN BLOW-OFF ASSEMBLY DETAILS
C0.3
MASTER METER DETAIL
C0.4
DUAL BODY COMBINATION AIR VALVE DETAIL
EA
MASTER METER VAULT- PLANS & DIAGRAMS
DRAWING INDEX
CONTRACT 2
DIVISION 1
NUMBER
TITLE
C1.1A
ALIGNMENT A 0 +00.00 TO 10 +00.00
C1.2A
ALIGNMENT A 10 +00.00 TO 20 +50.00
C1.3A
ALIGNMENT A 20 +50.00 TO 31 +00.00
C1.4A
ALIGNMENT A 31 +00.00 TO 41 +50.00
C1.5A
ALIGNMENT A 41 +50.00 TO 52 +00.00
C1.6A
ALIGNMENT A 52 +00 .00 TO 62 +50.00
C17A
ALIGNMENT A 62 +50.00 TO 73 +00.00
C1.8A
ALIGNMENT A 73 +00.00 TO 83 +50.00
C1.9A
ALIGNMENT A 83 +50.00 TO 94 +00.00
C1.10A
ALIGNMENT A 94 +00.00 TO 104 +50.00
C1.1 1A
ALIGNMENT A 104 +50.00 TO 115 +00.00
C1.12A
ALIGNMENT A 115 +00.00 TO 125 +50.00
C1.13A
ALIGNMENT A 125 +50.00 TO 136 +00.00
C1.14A
ALIGNMENT A 136 +00.00 TO 146 +50.00
C1.15A
ALIGNMENT A 146 +50.00 TO 156 +36
C1.113
ALIGNMENT B 0 +00.00 TO 10 +00.00
C1.2B
ALIGNMENT B 10 +00.00 TO 21 +00.00
C1.36
ALIGNMENT B 21 +00.00 TO 32 +00.00
C1.4B
ALIGNMENT B 32 +00.00 TO 43 +00.00
C1.5B
ALIGNMENT B 43 +00.00 TO 54 +00.00
C1.6B
ALIGNMENT B 54 +00.00 TO 65 +00.00
C1.76
ALIGNMENT B 65 +00.00 TO 76 +00.00
C1.813
ALIGNMENT B 76 +00.00 TO 87 +00.00
C1.913
ALIGNMENT B 87 +00.00 TO 98 +00.00
C1.1013
ALIGNMENT B 98 +00.00 TO 109 +00.00
C1.11B
ALIGNMENT B 109 +00.00 TO 120 +00.00
C1.12B
ALIGNMENT B 120 +00.00 TO 131 +00.00
C1.13B
ALIGNMENT B 131 +00.00 TO 142 +00.00
C1.14B
ALIGNMENT B 142 +00.00 TO 153 +00.00
C1.15B
ALIGNMENT B 153 +00.00 TO 155 +17
C11C
ALIGNMENT C 0 +00.00 TO 10 +00.00
C1.2C
ALIGNMENT C 10 +00.00 TO 20 +50.00
C1.3C
ALIGNMENT C 20 +50.00 TO 31 +00.00
C1.4C
ALIGNMENT C 31 +00.00 TO 41 +50.00
C1.5C
ALIGNMENT C 41 +50.00 TO 52 +00.00
C1.6C
ALIGNMENT C 52 +00.00 TO 62 +50.00
C1.7C
ALIGNMENT C 62 +50.00 TO 73 +00.00
C1.8C
ALIGNMENT C 73 +00.00 TO 83 +50.00
C1.9C
ALIGNMENT C 83 +50.00 TO 94 +00.00
C1.10C
ALIGNMENT C 94 +00.00 TO 104 +50.00
C1.11C
ALIGNMENT C 104 +50.00 TO 115 +00.00
C1.12C
ALIGNMENT C 115 +00.00 TO 125 +50.00
C1.13C
ALIGNMENT C 125 +50.00 TO 136 +00.00
C1.14C
ALIGNMENT C 136 +00.00 TO 146 +50.00
C1.15C
ALIGNMENT C 146 +50.00 TO 157 +00.00
C1.16C
ALIGNMENT C 157 +00.00 TO 164 +34
C1.1 D
ALIGNMENT D 0 +00.00 TO 10 +00.00
C1.2D
ALIGNMENT D 10 +00.00 TO 20 +50.00
C1.31)
ALIGNMENT D 20 +50.00 TO 31 +00.00
C1.4D
ALIGNMENT D 31 +00.00 TO 41 +60.00
C1 .5D
ALIGNMENT D 41 +50.00 TO 52 +00.00
C1.6D
ALIGNMENT D 52 +00.00 TO 62 +50.00
C1.7D
ALIGNMENT D 62 +50.00 TO 73 +00.00
C1.813
ALIGNMENT D 73 +00.00 TO 83 +50.00
C1.9D
ALIGNMENT D 83 +50.00 TO 94 +00.00
C1.10D
ALIGNMENT D 94 +00.00 TO 104 +50.00
C1.11 D
ALIGNMENT D 104 +50.00 TO 115 +00.00
C1.12D
ALIGNMENT D 115 +00.00 TO 125 +50.00
C1.13D
ALIGNMENT D 125 +50.00 TO 136 +00.00
C1.14D
ALIGNMENT D 136 +00.00 TO 146 +50.00
C1.15D
ALIGNMENT D 146 +50.00 TO 156 +73
C1.1 F
ALIGNMENT F 0 +00.00 TO 10 +00.00
C1.2F
ALIGNMENT F 10 +00.00 TO 21 +00.00
C1.3F
ALIGNMENT F 21 +00.00 TO 32 +00.00
C1 AF
ALIGNMENT F 32 +00.00 TO 43 +00.00
C1.5F
ALIGNMENT F 43 +00.00 TO 54 +00.00
C1.6F
ALIGNMENT F 54 +00.00 TO 65 +00.00
C1.7F
ALIGNMENT F 65 +00.00 TO 76 +00.00
C1.8F
ALIGNMENT F 76 +00.00 TO 87 +00.00
C1.9F
ALIGNMENT F 87 +00.00 TO 98 +00.00
C1.10F
ALIGNMENT F 98 +00.00 TO 109 +00.00
C1.11 F
ALIGNMENT F 109 +00.00 TO 111 +49.5
OF THIS DOCUMENT,
DRAWING INDEX
CONTRACT 2
DIVISION 2
NUMBER
TITLE
C2.1E
ALIGNMENT E 0 +00.00 TO 10 +00.00
C2.2E
ALIGNMENT E 10 +00.00 TO 20 +50.00
C2.3E
ALIGNMENT E 20 +50.00 TO 31 +00.00
C2.4E
ALIGNMENT E 31 +00.00 TO 41 +50.00
C2.5E
ALIGNMENT E 41 +50.00 TO 52 +00.00
C2.6E
ALIGNMENT E 52 +00.00 TO 62 +50.00
C2.7E
ALIGNMENT E 62 +50.00 TO 73 +00.00
C2.8E
ALIGNMENT E 73 +00.00 TO 83 +50.00
C2.9E
ALIGNMENT E 83 +50.00 TO 94 +00.00
C2.10E
ALIGNMENT E 94 +00.00 TO 104 +50.00
C2.11 E
ALIGNMENT E 104 +50.00 TO 115 +00.00
C2.12E
ALIGNMENT E 115 +00.00 TO 125 +50.00
C2.13E
ALIGNMENT E 125 +50.00 TO 136 +00.00
C2.14E
ALIGNMENT E 136 +00.00 TO 146 +50.00
C2.15E
ALIGNMENT E 146 +50.00 TO 157 +00.00
C2.16E
ALIGNMENT E 157 +00.00 TO 167 +50.00
C2.17E
ALIGNMENT E 167 +50.00 TO 178 +00.00
C2.18E
ALIGNMENT E 178 +00.00 TO 188 +50.00
C2.19E
ALIGNMENT E 188 +50.00 TO 199 +00.00
C2.20E
ALIGNMENT E 199 +00.00 TO 204 +34
PAGE LEGEND
�PAGE NUMBER
r ---- -- WATER LINE SEGMENT
EN1.13A
DISCIPLINE --� DIVISION NUMBER
IDENTIFICATION (0 - COMMON TO ALL
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SHEET NUMBER
IDENTIFICATION
2
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SYMBOL
WHERE DETAIL IS DRAWN.
616 Colonnade Drive
SHEET NUMBER ON WHICH
Charlotte, North Carolina
DETAIL CONDITION OCCURS.
(DASH INDICATES CONDITION
OCCURS ON MULTIPLE
(0 704.334.0078
SHEETS.)
www.wkdickson.com
SECTION CUT
SECTION IDENTIFICATION
SYMBOL (w /ARROW
A LETTER
OR TITLE IDENTIFICATION
2
3 SHEET NUMBER (IN SAME
SYMBOL (w /o ARROW)
STRUCTURE) WHERE SECTION
IS DRAWN.
SHEET NUMBER (IN SAME
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DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. UCENSE NO. F-0374
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PROD. NO.:
20090213.00.CL

COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS. RESERVED. "REPRODUCTION OF
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{
bDICPKS«N.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics .
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F4W4
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FILE NAME: L:1Pro'ects \Cot cord120©9021300CLICadd\Plan Set\Q4, DETAILS.dw -# # ## - June 29, 2012 - Jordan Isenhour
K
D�KSUN
FINISH GRADE PRECAST CONCRETE VALVE
Transportation + Water Resources
Urban Development + Geomatics
BOX PROTECTOR --SEE TYP.
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
DETAIL
(f) 704.334.0078
www.wkdickson:Cam
NC. LICENSE NO. F-0374
NOTES:
astsstlst a rt�ti�e
{ qq gg
\ / \ /I \ / \ / \ / \ / \ /I \ / \ /I \/I
\ / \ //\
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
_ AR_
!
gg I ff 6 I �— //\//\//\//\//\/ I / / / / / /
I �I 6 ! III — \/\ / \ / \I \I \I \I \I \I \I \ / \ / \ / \I \I \ / \/
/ /
/ \ / \ / \/
:A rh CRUSHED DOCK, PEA GRAVEL COARSE
0
p)
I
_
AGGREGATE SIZE NUMBER 57. EMBEDMENT
z MATERIAL SHALL BE PLACED IN LAYERS NOT 130 w
0
VERT. DATUM: NAVD $8
Lij
Q
/" TOP SECTION OF TYPICAL VALVE
j\ BOX ASSEMBLY
¢
i m r L°z MORE THAN 6 r DEEP AND COMPACTED AS
SPECIFIED.
I-
CL O
z
w
z z
', 2. HAND PLACED EMBEDMENT SHAD BE
w f/ f o COMPACTED FINELY DIVIDED MATERIAL FREE FROM
/
X
CL
\ / SEE NOTE #3
DEBRIS AND STONES.
s^
Q z
f coo
co f ' 3. EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL
© cC
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MIN. 10" DIAMETER
\ / \/\
w BE AN UNCOMPACTED LAYER FOR ALL
co
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DUCTILE IRON PIPE
\ EXTENSION STEM AS REQ'D
_ INSTALLATIONS.
,C ,
co O 0
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PROVIDE 2 CLEARANCE IN ALL
' \// SEE NOTE #2
CLASS 4. REFER TO SPECIFICATIONS FOR GEOTECHNICAL
DIRECTIONS BETWEEN RISER AND
�, I
FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
cl i
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VALVE /ACTUATOR — SEE NOTE 2
3
FOR TRENCHES IN FINE SOILS EXTENDING BELOW
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GROUNDWATER LEVEL
C)
BACKFILL TO COVER GATE
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m #�4 REBAR HOOK CAST IN
BEAM AT MIDPOINT
s. TRENCH OUTLINES DO NOT INDICATE ACTUAL
2 *z"� TRENCH EXCAVATION SHAPE, SOIL CONDITIONS,
Z Z
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V :-t °z WIDTH THE ACTUAL TRENCH
it
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� 8" X 8" X 6' PRECAST SUPPORT
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PROD. No.:
I
_ BEAM WITH (4) #4 BARS
/; , ', , , ','f H COVER ABOVE TOP OF PIPE
D NOMINAL PIPE SIZE
WATER MAIN -� .SEE
PLAN
a
PIPE
CLA S D a ENCOUNTERING
1
FOR MAIN AND VALVE SIZE, E�
1 3 ;
ROCK OR WET CONDITIONS
(SEE SPECIFICATIONS)
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GRANULAR EMBEDMENT
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BED GATE
VALVE WITH MIN. 6" of
#67 WASHED STONE
G0.4
SECTION A---A
NOTES:
1
DIAMETER OF RISER MAY VARY AS REQUIRED BY VALVE ACTUATOR.
2.
WHEN OPERATING NUT DEPTH EXCEEDS 4' -0" BELOW FINISH GRADE, PROVIDE EXTENSION
STEM WITH STANDARD 2" SQUARE
OPERATING NUT IN TOP SECTION OF VALVE BOX. EXTENSION STEM SHALL BE SIZED
AS RECOMMENDED BY THE VALVE MFR.
3:
BACKFILL TO 957. ASTM D698.
3.
PROVIDE SNOWPLOWABLE PAVEMENT MARKERS ADJACENT TO VALVE BOXES INSTALLED UNDER CONTRACT 2 DIVISION 2
COMPLYING NTH SECTION 1086 -3 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,
WATER MAIN — SEE
PLAN FOR SIZE
}
PRECAST
VALVE BOX
PROTECTOR -- SEE
DETAIL
PER PLAN DIMENSIONS
EXISTING OR 7' MINIMUM
A
PAVEMENT _-- ---
/
�� \/ / `�
\ / \ / \ / \ \ /
2" HDPE
1' ABOVE
FAR SIDE
FIBER OPTIC CONDUIT
WATER LINE.
OF TRENCH.
\ \ \ \ \ \\ \\ \\ \ \ \\ \\ \ \
/
BACKFILL COMPACTED
TO OF MAXIMUM
\�\\ /i \ \ \ \ \ \ \ \ \ \/
\ \/
DENSITY AS
I�
NOTES: / % / /
' / / \ \ //� \ \/j
NOTED W ITEM 1
\
1 BACKFILL MAXIMUM SIDEWALKS, EXCAVATIONS T
THROUGH PAVEMENTS, DRIVEWAYS AND AND
\\\�
UNDER OR ADJACENT TO STRUCTURES.
2. STONE IS REQUIRED, IN ACCORDANCE WITH SPECIFICATIONS, j,� / \ \� // 8 — � �
\ \��
BELOW PIPE WHEN ENCOUNTERING ROCK OR WET / \�' /MINIMUM
CONDITIONS. STONE TO RANGE IN SIZE ". \�9+ % \ \/
����
rn
MECHANICAL JOINT
FROM1 /2" TO 1 -1/2
j \�� /
�� 0
GATE VALVE SEE
\S��A "
/ / 8
0
PLAN FOR SIZE 8" X 8" X
6' PRECAST SUPPORT
3. HAND CARVE BOTTOM AND SHAPE FOR LOWER QUADRANT OF PIPE. F \// PIPE
\\ \
\
�m M
BEAM WITH
(4) #4 BARS
EXCAVATE ADDITIONALLY FOR BELLS. �� // j LINE I MINIMUM
\\
\ a X
PLAN
4. INVERT OF PROPOSED TRENCH LINE SHALL BE AT A MAXIMUM
1.1 SLOPE AS PROJECTED FROM EDGE OF EXISTING PAVEMENT. /\ / /
\;
A 16 — 30" GATE VALVE INSTALLATION DETAIL
\�
5. PROVIDE MINIMUM 36" COVER OVER PIPE, OR DEEPER AS REQUIRED
\
\ \i
G0.4 NOT TO SCALE
TO MAINTAIN A MINIMUM OF 36" BELOW ELEVATION OF EDGE OF
EXISTING PAVEMENT. / \\ \ \ \ \ \ �\
\ /\
�A A A A/ � /\ X
/
6. STOCKPILE EXCAVATED MATERIAL UPGRADIENT OF THE TRENCH \ BOTTOM OF EXCAVATION
�\
3
\/
WHEREVER POSSIBLE. (SEE NOTE 2)
7. ROAD SCREENINGS SHALL BE PLACED ON PAVED SURFACES IF
EXCAVATED MATERIAL IS PLACED ON ROADWAYS. CLEAN UP OF
ROADWAY MUST OCCUR IMMEDIATELY AFTER PIPE INSTALLATION.
8. WHEN DEWATERING OF TRENCH IS REQUIRED, DISCHARGE SHALL BE
PUMPED THROUGH A SILT SACK CAPABLE OF FILTERING 8 OZ. /SQ YD @ 80 GPM
c STANDARD WATER MAIN TRENCH
L
GD.4 NOT TO SCALE
uur,Thltarl I V, Mrx. LJIUNPUN Cc UU., 1114U. ALL CSIl:5M IO. Mr- ort-WMI J. TImrmvuu i 1IViv Vri VJC Vr Inc IaVIV I r-m to Vr l nIo uvt,vlvtr_ E , ALJVI i IVI-40 Vrl VCt r-I IVI` 0 IV Into Uut- AVIVICN 1, It'J VVnVL.0 VCS IN rAri t , YYI t CiVU 1 VVNI I I CIV %.VIVOMN I Vr" Mrk. UIUMoUi j oc LTV., tivu., to rrsur-lit I r-u. UINLT Uurtr" * rhUM t tit Uh1U1NAL Ur I till UODUMtN I, MAKKLU WI I H AN UHIUNAL SIC NATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. -
FILE NAME: L:1Pro'ects \Cot cord120©9021300CLICadd\Plan Set\Q4, DETAILS.dw -# # ## - June 29, 2012 - Jordan Isenhour
K
D�KSUN
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson:Cam
NC. LICENSE NO. F-0374
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PROFESSIONAL SEAL
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VERT. DATUM: NAVD $8
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PROD. DATE: APR 2012
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DRAWING NUMBER:
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PROD. No.:
20090213.00 -CL

r—'
2'
3
3'
SIDE vIEW " 2 Hmn" r- n� n
OPTII
C
r CARRIER PIPE
C
1 6' 1 1
8'
LEGS ROTATED OUT OF POS11ION FOR CLARITY
END VIEW
CARRIER PIPE
90' BEND
SPIDER
DIMENSIONS
11 -1/4' BEND
TEE
NOMINAL DIA.
0. D.
A
A
A
B
A
$
C
6"
6.90"
B
11"
D
1 1/4"
28„ .
22"
5/81'.
8"
9.05"
15"
16 1/2"
15.1
2 1/4"
22"
31 `
1 "
'12"
13.20"
38"
22 1/2"
36"
3"
36
1
1/4"
16"
17.40"
54"
28 1/2"
1
3 1/2"
48"
1
1/2"
24 ".
25.80"
26
34 1 4"
1
4"
68"
38"
2"
30"
32.00"
46 1/4"
4"
42"
2"
36"
PIPE
SUPPORT ASSEMBLY MARK NUMBER
48"
NOMINAL DIA.
1
2
3
© C
4
6"
8" x 2" x 1 Z4 " PL
6" x 1 1/ 2" x 1 4 "PL
6" x 1 4 "PL
3/8"
NUT &BOLT
Z
8" x 3" x 1 4" PL
6" x 3 1 4" x 3 4 "PL
6" x 1 4 "PL
1
2"
NUT & BOLT
12"
8" x 4" x 1 4" PL
6" x 3 5/8" x 3/ 8 "PL
6" x 3 8 "PL
1Z2"
Z W.
NUT & BOLT
16"
8" x 4' x 3/8" PL
6" x 4 3Z4" x 3 8 "PL
6" x 3 8 "PL
1/2"
NUT & BOLT
24„
8" x 4" x 3/8" PL
6" x 5 1 2" x 3 /8 "PL
6" x 3 /8 "PL
I
2"
NUT & BOLT
30"
8" x 4" x 3L8" PL
6" x-'5 1 2" x 3/8-PL
6" x 3 8 "PL
1Z2-
C) C) Z
NUT & BOLT
NQIU:
1. SEE SPEC 33 05 23 FOR REQUIRED CASING DIAMETER AND MINIMUM
THICKNESS.
2. CARRIER PIPE IS RESTRAINED PUSH –ON JOINT DIP, PROVIDE TWO SPIDERS
PER JOINT OF CARRIER PIPE.
3. SPIDERS, NUTS, BOLTS & WASHERS SHALL_ BE STAINLESS STEEL.
.4. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
}
a. CASING PIPE MATERIAL IS STEEL.
rA S'PIDER', DETAIL FOR CASING PIPE
I
X
UNDISTURBED -7
-7i�- 0
187 MIN: -10„ DIA. OR LESS C =PLAN
24 ON. 12" DIA. OR GREATER D= ELEVATION
}
SECTION X -X PLAN & ELEVATION
BENDS & TEES PLUGS
PIPE
90' BEND
45' BEND
22 -1/2' BEND
11 -1/4' BEND
TEE
PLUG
SIZE
A
B
A
B
A
$
A
B
A
B
C
D
a
10"3
28„ .
22"
15„
22„
12"
15"
12"
15.1
20„
22"
31 `
14"
16 ";
54"
38"
30"
36"
1$"
36
18
36"
36"
42"
54"
24"
24"
96"
48"
52"
48"
36"
36"
26
26"
96"
48"
68"
38"
FULL SCALE: 1 NA
108"
48"
60"
48"
42"
42"
36"
36"
108"
48"
108"
48"
2000 PSF SOIL (SAND & GRAVEL WITH CLAY)
NOTES:
1.. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE.
2. ALL', BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.
i
3
s NOT'1 SCALE
COPYRIGHT O.W.K. DICKSON & CO., INC: ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF'
FILE NAME:: L :1Pro'ects\ Concord \2009021300CL.1Cadd\Plan Set104 DETAILS;dw - # ### - June 29, 2012 - Jordan Isenhour
"
CARRIER PIPE
CASING PIPE
CARRIER PIPE
SHOULDER
S' BEYOND
TOE OF SLOPE -----\
PAVEMENT
,---- SHOULDER
JrL11111iiY S -0" MIN I
- END WALL
SLOPE
QL DITCH
(5' BEYOND TOE
OF SLOPE)
\___ STEEL PIPE CASING
8»
1/2 CU. YD. GRAVEL
FOR DRAINAGE
TYPICAL PIPE CROSSING UNDER HIGHWAYS
8"
8"
WEEP HOLES
SEE NOTE 2 COMMON BRICK MORTAR:
END WALL SECTION 1 PART PORTLAND CEMENT
2 PARTS SAND
D = DIAMETER OF CASING PIPE
NOTES:
1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL PIPE CASINGS.
2. INSTALL TWO(2) 1- DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL.
2" HDPE FIBER OPTIC CONDUIT
INSTALLED IN CASING ABOVE
WATER LINE
NOTE:
1. USE PROTECTION RING IN NON – PAVEMENT AREAS.
D I21LJ
G0.5 SCALE: NONE
; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
17-5/16' T
LV
5.75"
N1
I \\— DROP LID
90
7 -5/8"
3- #4 E
PIPE O.D.
CONCRETE F
UNDISTURBE.
DETERMINED BY ENGINEER.
SECTION
BOTTOM SECTION
V)
w
Q � _
I \
I
1/4"
WATER
5 -3/4"
5.25"
l6.125-1 8"
TOP SECTION
-10-1/4-
N QTES:
1. LID CASTING TO BE TYLER MANUFACTURE NO. 6850 -- SERIES,
5-1/4" DROP LID OR APPROVED EQUAL.
2. BODY CASTING TO BE TYLER MANUFACTURE NO. 6855 - SERIES,
5-1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL.
3. THIS VALVE BOX ACCOMODATES 4" THRU 12" VALVES.
1= THREE PIECE WATER VALVE BOX-
GO.51 NOT TO SCALE
INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT,
E
GO.
CH WALL
CH WALL
POURED 1111 F vv,vvne_ I
(SIDES NEXT TO TRENCH NOT FORMED)
NOTE:
FORMS NOT REQUIRED BELOW SPRING LINE, CONCRETE MAY BE PLACED
-E AGAINST SHAPED BANKS IN LIEU OF FORMS.
SILT FENCING
SEE DETAIL
D /GO.10
POSSIBLE SOIL
STOCK PILE
LOCATIONS.
SEE DETAIL
H /G0.5
BORE PIT.
SEE PLANS
FOR SIZE.
N
NOT TO SCALE
vvvvvv
vvvvv
vvvvv
vvvvvv
NOTE:
STOCK PILE LOCATIONS WILL VARY BASED ON FIELD CONDITIONS.
SILT FENCE SHALL BE PLACED AROUND STOCK PILE TO PREVENT
SEDIMENT RUNOFF.
IL STOCK
NOT TO SCALE
CASING PIPE
CARRIER PIPE
PAVEMENT
* SILT FENCE
/ 3 TYP.)
* SILT FENCE 1 'TOPSOIL /DEBRIS
5 MIN. / r STOC PILE 5 MIN.
EXISTING GRADE
* SEE DETAIL D /G0.10 FOR INSTALLATION OF SILT FENCE
NOTE: STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET.
STOCKPILE SLOPES SHALL BE 3 : 1 OR FLATTER.
MAINTENANCE:
SEE DETAIL D /GO.1O FOR MAINTENANCE NOTES ON SILT FENCES,
H TYPICAL STOCK PILE DETAIL
(,Q, rJ NOT TO SCALE
AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348.
(t) 704.334.0078
www.wkdickson.com
NO. LICENSE NO. F -0374
XA 4�`t�eais�aaaP�i'
M
S �• M
l7,Z .
PROFESSIONAL SEAL
FULL SCALE: 1 NA
0
HOR. DATUM: NO GRID (NAD 83)
V[WRT. DATUM: NAVD 88
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G.ON5
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20090213 NO.CL .

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FILE NAME: L :1Pro ects \Canaord12009021300GL1Cadd\Plan Set\04 DETAILS.dw -# # ## - Ma 4, 2012 - Jordan Isenhour
SEWER (UNDER)
DrD-AICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
1/2" R
1/2„ TOP OF COVER
10' -0"
(v) 704.334, 5348
MEW
(� 704.334.0078
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www.wkdicl<son.com
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Q.C. DATE: APR. 2012
3
WHEN WATER MAID IS ABOVE SEWER, BUT WITH LESS THAN 24" CLEARANCE, OR WHEN THE SEWER
G0116...
22-1/4" 1/2"
PROD. No.:
IS ABOVE THE -WATER MAIN, BOTH THE WATER MAIN AND THE SEWER LINE SHALL BE CONSTRUCTED
200902130'00 CL '
OF FERROUS; MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM
24 -1/2"
LATERAL. DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE
4_3/82'
33-1/4"
OF THE CROSSING.
SECTION A
A RELATION OF WATER MAINS
Go.6 TO SEVER MAINS
c
STANDARD
MANHOLE FRAME AND COVER
NOT TO SCALE
GO.6
NOT TO SCALE
LIMITS OF CREEK CROSSING
RESTRAINED JOINT D.I.P., TYPICAL
II
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4
5.25 CU. YDS. EACH SIDE, TYP.
SEE BLOCKING CROSS SECTION
CONCRETE THRUST
BLOCKING, TYPICAL
'
7/8" DIAMETER
NOTES:
RESTRAINING
; o
1. ONLY FULL 18' OR 20' JOINTS OF PIPE SHALL BE USED ON
ROD -2 REQ'D.
(1 SHOWN)
d .
EACH SIDE OF TOP SENDS, UNLESS OTHERWISE APPROVED.
to
2. RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED
RODS WITH FIELD — APPLIED BITUMINOUS COATING.
3. PIPE UNDER CREEK AND BETWEEN THRUST BLOCKING TO BE
RESTRAINED JOINT D.I.P.
4. EUTRAINED JOINT FITTINGS AND CONCRETE GRAVITY BLOCKING
6 ", TYP
MUST BE USED.
GRAVITY BLOCKING
CRQSS. �EQ ION
NO SCALE
e TYPICAL CREEK CROSSING DETAIL FOR WATER
LINE WITH
GRAVITY BLOCKING
G0,6 NOT TO SCALE
V&OOSC
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r
FILE NAME: L :1Pro ects \Canaord12009021300GL1Cadd\Plan Set\04 DETAILS.dw -# # ## - Ma 4, 2012 - Jordan Isenhour
DrD-AICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334, 5348
(� 704.334.0078
www.wkdicl<son.com
NC. LICENSE NO. F•0374
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PROJ. DATE: APR. 2012
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Q.C. DATE: APR. 2012
DRAWING NUMBER:
G0116...
PROD. No.:
200902130'00 CL '

GENERAL NOTES:
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO FIELD- VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. NCONE CALL TELEPHONE NUMBER IS 1-- 800 -632 -4949.
2. MINIMUM SEPARATION DISTANCES FOR WATER LINES FROM:
A. SANITARY SEWER LINES OR FORCE MAINS - 18" VERTICAL OR
10' HORIZONTAL
B. STORM , SEWERS - 12" VERTICAL'.
3. DUCTILE IRON PIPE WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION
DISTANCES BETWEEN THE WATER LINE AND SANITARY SEWER LINE, FORCE MAIN OR STORM
SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE ARE
CENTERED ON THE POINT OF CROSSING AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE
POINT OF CROSSING:
4. PAVEMENT PATCHING AND RESURFACING. MUST BE COMPLETED WITHIN FIVE DAYS AFTER
COMPLETION ' OF TRENCHING ACTIVITIES, SMALL PATCH AREAS CAN BE MAINTAINED WITH
TEMPORARY PAVEMENT PATCHING OR'CABC STONE UNTIL PERMANENT PATCHING IS COMPLETE.
5. FENCE REMOVAL AND REPLACEMENT: AREAS REQUIRING FENCE REMOVAL SHALL BE
PERFORMED BY THE CONTRACTOR ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF
THE WATER LINE. THE FENCE SHALL: BE CAREFULLY REMOVED AND SAFELY STORED FOR
REPLACEMENT AFTER CONSTRUCTION IS COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE
FOR PROPER REALIGNMENT OF THE RESTORE_ D FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO
THE RESTORED< FENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR
SHALL:BE RESPONSIBLE. TO NOTE ANY DAMAGE TO THE FENCE PRIOR TO CONSTRUCTION WITH
ADEQUATE PHOTOGRAPHS OR OTHER EVIDENCE AND SHALL IDENTIFY THE SAME TO THE
ENGINEER PRIOR TO CONSTRUCTION.
6. WHERE EXISTING :SHOULDER GRADE IS ABOVE EDGE OF PAVEMENT ELEVATION, TOP OF
WATER LINE SHALL BE ` INSTALLED A MINIMUM OF 36" BELOW TOP OF PAVEMENT TO ASSURE
MINIMUM ,COVER 'REQUIREMENT IN .THE EVENT OF FUTURE GRADING AND /OR PAVING ACTIVITIES.
7.. THE CONTRACTOR` WILL STRING . IN ADVANCE NO MORE THAN THE AMOUNT OF PIPE AND
MATERIAL THAT CAN BE INSTALLED WITHIN TWO WEEKS UNLESS APPROVED OTHERWISE BY THE
ENGINEER.
8.1. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR
TO REMOVAL, UNLESS :OTHERWISE DIRECTED BY THE ENGINEER. DISTURBED PAVEMENT IN
ROADWAYS SHALL. BE TEMPORARILY OR PERMANENTLY REPAIRED /REPLACED THE SAME DAY
THEY ARE DISTURBED.
9. THE MAXIMUM OPEN :JOINT DEFLECTION FOR ALIGNMENT AND GRADE FOR 30 -INCH WATER
MAINS SHALL BE FIVE ' .(5) DEGREES.
10 ACCESS TO PRIVATE. FROM THE PROJECT AREA SHALL BE MAINTAINED AT ALL
TIMES.
11. TRAFFIC CONTROL IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES WITHIN 15' OF THE EDGE
OF ANY ROADWAY. `TRAFFIC CONTROL DEVICES, PRACTICES, AND PROCEDURES SHALL BE IN
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MILLENNIUM
EDITION BY THE FEDERAL HIGHWAY ADMINISTRATION.
12.' THE ENGINEER. SHALL INSPECT AND APPROVE ALL CONCRETE BLOCKING PRIOR TO
BACKFILLING THE LINE.
13. CONTRACTOR SHALL KEEP, AND MAINTAIN A SET OF PLANS WITH ACCURATE LOCATIONS,
MEASUREMENTS I AND OTHER DATA NOT READILY AVAILABLE FROM ABOVE GROUNDS ASBUILT
EFFORTS. A COPY OF THESE PLANS SHALL, BE SUBMITTED TO THE OWNER AT THE COMPLETION
OF THE PROJECT:
14. CONTRACTOR TO REPAIR ALL DRIVEWAYS ALONG PROJECT WITHIN TWO (2) WEEKS OF
DISTURBANCE.
15. CONTRACTOR SHALL GRADE DITCH LINES TO DRAIN BETWEEN DRIVEWAY PIPES.
16. ALL DISTURBED DITCH LINES SHALL BE STABILIZED WITH EROSION CONTROL MATTING.
17. CONTRACTOR SHALL: REPLACE ANY, VEGETATION, SHRUB, BUSH, OR TREE THAT IS DISTURBED
OR. DESTROYED DURING CONSTRUCTION TO A CONDITION EQUIVALENT OR BETTER THAN IT
PREVIOUSLY EXISTED, ,WHETHER THE LANDSCAPING ITEM IS ON PRIVATE PROPERTY OR INSIDE
THE NCDOT RIGHT -OF -WAY.
18. ALL. EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE
WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION OF NCDENR.
19. STABILIZATION STONE IS REQUIRED UNDER PIPING WHEN CONDITIONS WARRANT OR AS
REQUIRED BY' THE'.ENGINEER.
20. AS' A MINIMUM" REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE
RIGHT - ..O WAY AND /OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND
MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
21. THE CONTRACTOR MUST HAVE A COPY OF THE APPROVED NCDOT TWO -PARTY
ENCROACHMENT AGREEMENT ON THE JOB SITE PRIOR TO BEGINNING ANY WORK WITHIN NCDOT
RIGHT -OF -WAY.
22.: ALL - BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER,
WASTE, CONSTRUCTION MATERIAL` OR ETHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL
BE CAPABLE OF BEING' COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO
FLOW OR BEHAVE IN A PLASTIC MANNER. UNDER THE TAMPING BLOWS. MATERIALS UNSUITABLE
FOR BACKFILL' PURPOSES OR AS REQUIRED BY THE TOWN INSPECTOR SHALL BE REMOVED AND
REPLACED WITH` SELECT` BACKFILL MATERIAL.
OF THE CONTENTS OF THIS DOCUMENT;
FILE NAME: L:1 Pro' ects lConcordl20Q9421300CL10addXP1an SeAG4 DETAILS.dyv - # # ## - May 4, 2012 - Jordan Isenhour
EXIST. PAVEMEN
EXIST. BINDER
EXIST. STONE
2.0" OVERLAY (S9.5C OR S9.5B)
15' EACH WAY FROM EDGE OF FINAL
PAVEMENT CUT. ROAD
WORK 48" x 18"
AHEAD
15 -0 END
ROAD WORK
11" B25.00 OR B25.OB BASE'
CS
"s
12" 2 12"
(MIN.) � � (MIN.)
� b
�9 � FILL W/ #57 OR #67
,A WASHED STONE (COMPACTED)
8 wk a 8
88 g
TAMP (EACH LAYER)
v COMP. 6" LAYER
9- T ST
VARIABLE ---/
1. PAVEMENTS SHALL BE CUT FULL DEPTH AND REMOVED.
2. AFTER TRENCH WORK IS COMPLETE, EDGES OF THE EXISTING
PAVEMENT ALONG THE TRENCH SHALL BE RECUT A MINIMUM
OF 1' WIDER ON EACH SIDE OF THE TRENCH; OR IF THE
PAVEMENT IS UNDERMINED, TO 1 FOOT BEYOND THE UNDERMINED
PORTION AND REMOVE THE PAVEMENT.
3. BASE COURSE SHALL BE 825.00 OR B25.OB ASPHALT
CONCRETE ACCOMPLISHED IN 2 LIFTS MINIMUM.
4. THE ENTIRE AREA SHALL BE MILLED 1.5" STARTING AT 15'
BACK FROM THE EDGE OF THE FINAL PAVEMENT CUT.
5. THE ENTIRE AREA SHALL BE OVERLAYED WITH 2.0" S9.5C
OR S9.56 ASPHALT CONCRETE SURFACE COURSE.
6. ALL BACKFILL LOCATED WITHIN THE VEHICULAR LOAD ZONE IS
TO BE PLACED IN LIFTS NOT TO EXCEED 6"
7. ALL BACKFILL OUTSIDE THE VEHICULAR LOAD ZONE BUT
LOCATED IN THE RIGHT OF WAY IS TO BE COMPACTED TO
95% OF STANDARD PROCTOR TEST (ASTM D698).
8. THE .LACK OF PROPER COMPACTION EQUIPMENT OR THE USE
OF IMPROPER COMPACTION METHODS SHALL _ BE CAUSE _ FOR
THE IMMEDIATE SHUTDOWN OF THE WORK BY THE ENGINEER.
9. ONE LANE OF TRAFFIC MUST BE OPEN AT ALL TIMES
A TYPICAL PAVEMENT REPLACEMENT
FOR UTILITY CUT ON NCDOT ROADS
NOT TO SCALE
FLAGMAN
ROADWAY
ROAD
CONSTRUCTION FLAGMAN
500 FT
200'±
END
CONSTRUCTION
FLAGMAN
500'
-- -FLAGMAN
e
6
n 10
KO
10:1 TAPER ° i 200'±
MIN. 5 CONES °
500' 500' 50'
WARNING SIGN SEQUENCE IN
OPPOSITE DIRECTION SAME AS
SHOWN ABOVE
NOTE:
ALL WARNING SIGNS SHALL BE A MINIMUM OF
48" x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
TOTAL WIDTH OF PAVEMENT
TO BE REMOVED & REPLACED BITUMINOUS
SURFACE
O O O O 0 O O O 0 O . D 00000 0
0
v o 0 0 0 0 0 0 0 0
... . . .. .
0 0
CRUSHED AGGREGATE
BASE COURSE
PRIME
COAT COMPACTED
SUB -BASE
STREET -WIDTH
MINIMUM REPLACE
CABC BASE SURFACE
H HB 1-1 1 -2
ASPHALT ROADWAY
-
101
6"
2"
1 -
ASPHALT DRIVEWAY
4"
10
1 0
1 -
1 1 1 2"
CONCRETE DRIVEWAY
6" CONCRETE
ON SUBGRADE
0
CONCRETE SIDEWALK
4" CONCRETE
ON SUBGRADE
O
STONE ROADWAY
6" STONE
ON SUBGRADE
(v) 704.334.5348
STONE DRIVEWAY
4" STONE
ON SUBGRADE
ROAD
NOTES:
1. ALL BACKFILL LOCATED WITHIN THE VEHICULAR LOAD ZONE IS
TO BE PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED
TO 95% OF STANDARD PROCTOR TEST (ASTM D698).
2. ALL BACKFILL OUTSIDE THE VEHICULAR LOAD ZONE BUT
LOCATED IN THE RIGHT OF WAY IS TO BE COMPACTED TO
95% OF STANDARD PROCTOR TEST (ASTM D698).
3. THE LACK_ OF PROPER COMPACTION EQUIPMENT OR THE USE
OF IMPROPER COMPACTION METHODS SHALL BE CAUSE FOR
THE IMMEDIATE, SHUIQQWN OF THE WORK BY THE ENGINEER.
F TYPICAL PAVEMENT REPLACEMENT
D. % NOT TO SCALE
� ROAD
CONSTRUCI
500 FT
500'
IN WHOLE OR IN PART,
N & CO., INC.,
END
ROAD WORK
ROADWAY
ROAD
WORK
AV
48 x 48"
WORK AREA 3 OR MORE FEET
FROM EDGE OF
NOTE: A 1000' MAX. A PAVEMENT
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48" x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION
0
URBAN (40 MPH OR LESS)
FLAGMAN
URBAN (45 MPH OR GREATER)
o
RURAL
500'
100'
100'
URBAN (45 MPH OR GREATER)
350'
350'
350'
FLAGMAN
1 500'
1 500'
0
O
(v) 704.334.5348
ROAD
CONSTRUCTION
500 FT
IN WHOLE OR IN PART,
N & CO., INC.,
END
ROAD WORK
ROADWAY
ROAD
WORK
AV
48 x 48"
WORK AREA 3 OR MORE FEET
FROM EDGE OF
NOTE: A 1000' MAX. A PAVEMENT
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48" x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION
A
URBAN (40 MPH OR LESS)
100'
URBAN (45 MPH OR GREATER)
350'
RURAL
500'
TO
200'± 100' TO FLAGMAN
END
ROAD WORK
ROADWAY
••'fir �•��' •
FLAGMAN
,E D ••
ROAD ONE LANE TRAFFIC ROAD WORK TRAFFIC
WORK ROAD FLAGMAN CONES CONES
AHEAD AHEAD AHEAD
NOTE: WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS SHOWN ABOVE
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48" x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
200'±
TRAFFIC r
CONES END
CONSTRUCTION
ROADWAY
r
PRECAST CONCRETE MEDIAN BARRIER
MOVE TO SHOULDER AFTER WORK
IS COMPLETE FOR THE DAY
100' TO
200' FLAGMAN
[,0_50, , TYP.
�0000aaoaoaao,
FLAGMA Rp "X 24"
TRAFFIC
SHOULDER ROAD ONE LANE FLAGMAN END CONES
CLOSED CONSTRUCTION ROAD 50V ONSTRUCTION
AHEAD AHEAD AHEAD EXI TING GUARD RAIL
TO BE REMOVED ND
RE OCATED
0' TO 1 MILE MAX.
500' 500' 500' 100' WORK AREA 200'±
WARNING SIGN SEQUENCE IN
OPPOSITE DIRECTION SAME AS
N0IE: SHOWN ABOVE
ALL WARNING SIGNS TO BE A MINIMUM OF 48" x 48" AND TO
BE REFLECTORIZED WHEN USED AT NIGHT
IN LOCATIONS WHERE THE EXISTING GUARD RAIL IS REMOVED,
CONTRACTOR SHALL INSTALL A PRECAST CONCRETE MEDIAN BARRIER
ON THE SHOULDER TO PROTECT THE AREA WHEN WATER LINE CONSTRUCTION
IS NOT TAKING PLACE. ONCE WATER LINE CONSTRUCTION BEGINS IN
AREA OF EXISTING GUARD RAIL, CONTRACTOR SHALL MOVE MEDIAN
BARRIER TO CENTER OF HIGHWAY IN ORDER TO PROVIDE ACCESS TO
THE SHOULDER TO INSTALL THE WATER.
CONTRACTOR SHALL INSTALL CRASH CUSHIONS AS REQUIRED BY NC DOT.
E ON- HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
AT GUARD RAIL LOCATIONS
NOT TO SCALE
F THIS DOCUMENT,
TO BE VALI
ROAD CLASSIFICATION
A
B
C
DICK K, SO
URBAN (40 MPH OR LESS)'
100'
100'
100'
URBAN (45 MPH OR GREATER)
350'
350'
350'
RURAL
1 500'
1 500'
500'
200'±
TRAFFIC r
CONES END
CONSTRUCTION
ROADWAY
r
PRECAST CONCRETE MEDIAN BARRIER
MOVE TO SHOULDER AFTER WORK
IS COMPLETE FOR THE DAY
100' TO
200' FLAGMAN
[,0_50, , TYP.
�0000aaoaoaao,
FLAGMA Rp "X 24"
TRAFFIC
SHOULDER ROAD ONE LANE FLAGMAN END CONES
CLOSED CONSTRUCTION ROAD 50V ONSTRUCTION
AHEAD AHEAD AHEAD EXI TING GUARD RAIL
TO BE REMOVED ND
RE OCATED
0' TO 1 MILE MAX.
500' 500' 500' 100' WORK AREA 200'±
WARNING SIGN SEQUENCE IN
OPPOSITE DIRECTION SAME AS
N0IE: SHOWN ABOVE
ALL WARNING SIGNS TO BE A MINIMUM OF 48" x 48" AND TO
BE REFLECTORIZED WHEN USED AT NIGHT
IN LOCATIONS WHERE THE EXISTING GUARD RAIL IS REMOVED,
CONTRACTOR SHALL INSTALL A PRECAST CONCRETE MEDIAN BARRIER
ON THE SHOULDER TO PROTECT THE AREA WHEN WATER LINE CONSTRUCTION
IS NOT TAKING PLACE. ONCE WATER LINE CONSTRUCTION BEGINS IN
AREA OF EXISTING GUARD RAIL, CONTRACTOR SHALL MOVE MEDIAN
BARRIER TO CENTER OF HIGHWAY IN ORDER TO PROVIDE ACCESS TO
THE SHOULDER TO INSTALL THE WATER.
CONTRACTOR SHALL INSTALL CRASH CUSHIONS AS REQUIRED BY NC DOT.
E ON- HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
AT GUARD RAIL LOCATIONS
NOT TO SCALE
F THIS DOCUMENT,
TO BE VALI
DICK K, SO
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. UCENSE NO. FF4374 .
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0
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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PROJ. DATE: APR.:2012 `
Q.C.. GTL:
Q.C. DATE: APR. 2012
DRAWING NUMBER: -
PROD. NO.:
200902 3QO.CL

COPYRIGHT'. ©; W,K::DICKSON:& CO,, INC. ALL RIGHTS RESERVED., REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Pro' ects \C6ncord12009O213OGCL \CaddjPlan Set1U5 EROSION CONTROL.dw -# # ## - Ma 4, 2012 - Jordan Isenhour
DICKSON.
KEY IN MATTING PER
community infrastructure consultants
Transportation + Water Resources
MANUFACTURERS
Urban Development + Geornatics
616 Colonnade Drive
INSTRUCTIONS
(v) 704.334.5348
(f) 704.334.0078
LIVE STAKE PLANTINGS
SEE DETAIL C /GO.8
www.Wkdickson.cbm
NC. LICENSE NO. F-0374
COIR FIBER MATTING
,� <<`sttitillttfft�
0ARp
(400g /m 2)
44 4
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PROFESSIONAL SEAL
FULL SCALE. V* NA
A
0
HOR. DATUM: NO GRID (MAD 83),
DIAMETER COIR
FIBER ROLL
GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL AND # 5 STONE
VERT. DATUM: NAVD 88
1--
d
GRADE
CONTROL ROCK
�
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COIR FIBER ROLL TO BE
50 / 50 MIX CLASS B / 1
N
z
WITH
RIP RAP
WOODEN STAKES
PER MANUFACTURERS
TOP OF BANK
rr
1-
INSTRUCTIONS
Z.
0
BOTTOM OF BANK
taC
EXIST BANK `�\
/j�' ///
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FLOW X °
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C�L�t
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� z
X Q
— m
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MATCH EXISTING STREAM BED GRADE
z
0
B = m
B
A CREEK CROSSING STABILIZATION
go 0 O O `` oa o
0 o` 00 O
z Z p cZ , 1•-- U.
GU 8 NOT TO SCALE
a
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BOTTOM OF BANK O o
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CHANNEL SEED N CONSTRUCTION NOTES:
TOP OF BANK
W W I.- U) W W
0 m Cc - - ¢ . x
cr- _j 0 Er d
TEMPORARY SEED_ MIX 1.
INSTALL EROSION CONTROL
PROD. DATI*; APR. ,. 2 ©12 .
Q.C.: GTL
LATE .WINTER /EARLY SPRING
MEASURES AND TREE
PROTECTION AS SHOWN ON
WIDTH OF DISTURBANCE
N
DRAWING NUMBI"R:
-RYE (GRAIN) @ 120 LB/ACRE
PLAN. THE CONTRACTOR MAY
PROJ. NO.:
MODIFY OR RELOCATE
200902l..3..00.0.. L
SUMMER
EROSION CONTROL MEASURES
- GERMAN MILLET ® 40 LB /ACRE
TO MAKE ADJUSTMENTS
FOR UNFORESEEN FIELD
A
sUDANGRASS ®50 LB/ACRE (AS A SUBSTITUTE)
EONS. ALL RELOCATION
SHALL HAVE THE APPROVAL
SHALL
STREAM BED CONTROL
— PLAN VIEW
OF THE ENGINEER.
FALL 2.
-RYE GRAIN 0 120 LB ACRE
(GRAIN)
CLEAR AND GRUB AREA of
ALL TRASH AND
EXOTIC /INVASIVE VEGETATION.
EROSION CONTROL MATTING EROSION CONTROL MATTING
SEE DETAIL E CONTROL
(SEE DETAIL E /GO.11) MATCH EXISTING CHANNEL FULLBANK WIDTH ( / )
3.
STABILIZE GRADED BANKS
PERMANENT RIPARIAN SEED MIX (IDEALLY PLANTED
WITH SEED AND MULCH.
BANKFULL ELEVATION
EITHER AUG. -SEPT OR MAR -APR) 4.
INSTALL COIR FIBER MAT PER
.
- REDTOP © 7 LB /ACRE
MANUFACTURER'S
INSTRUCTION.
1.5' MIN.
INVERT SET AT
- SWITCH GRASS ®5D LS /ACRE 5.
INSTALL PLANTS AS
PROFILE GRADE '
-SEDGE @ 10 LB /ACRE
DESCRIBED IN PLANTING
}
IO
-RICE CUTGRASS ® 20 LB /ACRE
NOTES ON THIS SHEET.
U
NOTE,
O
2.5'
FILTER-----'
ALTERNATIVE SPECIES MAY BE USED UPON APPROVAL
FABRIC
TYP.
BY. THE 'ENGINEER.
GRAVEL SUBSTRATE
GRADE CONTROL ROCK
rB STREAK STABILIZATION NOTES
50 / 50 MIX OF IN
SITU SOIL AND #
50 / 50 MIX CLASS B / 1
RIP RAP
GO.B • NOT TO SCALE
STONE
STREAM BED CONTROL — SECTION A--A
BANKFULL ELEVATION
COIR FIBER
MATTING
PLANT LIST
TOP OF RIFFLE FLOW
BOTTOM OF RIFFLE
Q:75' TO 2 " —•- -� ---
(SEE PROFILE
(MATCH EXISTING ELEV.)
FLAB' TOP �
END LIVE DETAIL SHOULD BE 2 -3
LIVE STAKE SPECIES
FOR DESIGN ELEV.) SLOPE VARIES DESIGN BED
- SURFACE
0.5 TO 1.5' FEET LONG. ADDITIONALLY, THE
SCIENTIFIC NAME COMMON NAME PERCENT
-° -- . _
1.0'
LATERAL STAKES SHOULD HAVE A
BUD DIAMETER OF 0.75 TO 2 INCHES.
Cornus amomum Silky Dogwood 50%
Viburnum dentatum Arrowwood 25%
--
>
Sombucus Canadenis Elderberry 25%
00 O O
SIDE BRANCH
RMbVED AT
ALL PLANTING AREAS
COIR FIBER FABRIC MAT NOT BE CUT WITH PLANTING IMPLEMENTS.
SLIGHT ANGLE MIN 1$„
THE SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT
SHALL BE CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS.
5� MIN
PLANT SPACING
FILTER
`
Q
FABRIC GRAVEL SUBSTRATE
PLANTS SHALT. BE INSTALLED IN STAGGERED ROWS. PLANT SPACING
SHALL BE APPROXIMATELY TWO FEET (2.0'} BETWEEN PLANTS IN THE
50 / 50 MIX OF IN SITU GRADE CONTROL ROCK
COIR FIBER SAME ROW. ROWS SHALL BE STAGGERED SUCH THAT ROWS ARE
SOIL AND # 5 STONE 50 / 50 MIX CLASS B / 1 RIP
rz� MATTING APPROXIMATELY TWO FEET (2.0') APART. CONTRACTOR REQUIRED TO
RAP
f
USE COMBINATION OF ALL PLANT SPECIES.
45 DEGREE
STREAM BED CONTROL -
PROFILE B —B
TAPERED BUTT
ENE
LIVE STAKE"
/ \�,,
o STREAM BED CONTROL
DETAIL
LIVE STOUT` STAKES \ l
SHALL BE SPACED 2
�/ �/
/� /�
GO.$ NOT TO SCALE
FEET' APART. I /
MEN
2'
2'
ix
J % %i� �'i.�'. /'�f::..:.i1::., i,�fl.•.i� :viii :':' l' �.': r:: i.:: �: i'-: ��� :G:::i::'fiii'i:iil::- i�'F %�.
lf,.G:i %I,. . r�//; ;.::!'. �.///; s/... ii.{ .. r:..:.: �. %�1::4 ^.:'r.. >:�c:•::1::`fr.�rf
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:1,.! //f fffi.•.: r.•,.
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- -
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:.�.r /s11. �'• ✓::: :r ll./r; %.:r .. :`'r! %: %`:. . ?: /r r'.. :4 r,`: ::! „¢:: r.; f�fif� %:..
c LI1/E STAKE
AGO. $` NOT TO SCALE
COIR FIBER
ROLL
COPYRIGHT'. ©; W,K::DICKSON:& CO,, INC. ALL RIGHTS RESERVED., REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Pro' ects \C6ncord12009O213OGCL \CaddjPlan Set1U5 EROSION CONTROL.dw -# # ## - Ma 4, 2012 - Jordan Isenhour
DICKSON.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.Wkdickson.cbm
NC. LICENSE NO. F-0374
,� <<`sttitillttfft�
0ARp
w
44 4
V W.
PROFESSIONAL SEAL
FULL SCALE. V* NA
0
HOR. DATUM: NO GRID (MAD 83),
VERT. DATUM: NAVD 88
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PROD. DATI*; APR. ,. 2 ©12 .
Q.C.: GTL
Q.C. DATE: APR.' 2012
DRAWING NUMBI"R:
PROJ. NO.:
200902l..3..00.0.. L

WORK AREA
.DE-WATERING .
PUMP
.SILT BAG
LOCATION.
STABILIZED; OUTFi
CLASS 'A' 'STONE
FLOW
'CLASS A STONE
INTAKE HOSE
BY --PASS PUMP
IMPERVIOUS DIKE
-DISCHARGE HOSE
-CLASS 'A'
STONE
NOTE: HOSE SHOULD BE
KEPT OUTSIDE OF WORK
AREA
LTER FABRIC
2't
3' -t
2'f
(W) VARIES
25' - 40'
PUMP TO SILT BAG
ABOVE HIGH WATER
• X PIP
ENC
iA'r rte r sh' -'�t� •.14 t
NOTE:
CONTRACTOR SHALL FOLLOW CONSTRUCTION
SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
POLYETHYLENE MEMBRANE ON
FACE 20 MIL THICK
s
0
r-
io fl
CV J
o�
is O
I Z
r
SANDBAGS, CLASS 1 RIP
OR OTHER NON- ERODIBLE
MATERIAL '
SYNTHETIC FILTER FABRIC
B
G0.!
.• OF :• R►
SPILLWAY CREST
MAJ.�.1 I•RN'` • YA�i
0
"- NATURAL GROUND
SECTION THROUGH BASIN AND FILTER
5' MIN
x
1�SILT FENCE
X
RIP RAP APRON THROUGH
X TO END OF DISTURBED AREA
ores
T FENCE
3'
CARRY RIP RAP UP
SIDES OF SPILLWAY
RIP RAP W/ - ""
FILTER FABRIC UNDERNEATH
4' MIN.
SEE BASIN ABOVE
60%
A 1 r- COFFER DAM -
IY1;•I��
NE01ION POINT
�_.....- ..... - - -_ _
'•'- ��:�:�:- ;�;�;•:���;•;�:• EXCAVATION' :� :•..• :•:•.• :• :•:•.• :•:•.�:• :•
....: ;.'.'.' ":-. ".::'_:.:SPOIL: :• :-.� :-: � �• :�:� :• :•.•. ° :�.•:� :•.�:
:"::::::•:•:.:•:•:• :•
0
Y
W
c3
- DEFLECTION BERM CONSTRUCTED
FROM SALVAGED RIVER BED
BOULDERS
PLAN
3'_0"
LEVEL WITH TOP OF BANK
OR AS NECESSARY
pO a o
I�pQ -
��po
po" °. CLASS 1 RIP RAP, NJ BARRIER
�[5•0;poA / OR OTHER APPROVED MATERIAL
CLASS 3 OR 2 RIP RAP
2:1 SIDE SLOPE MAX.
H " r Yxn `X
NU I LZ):
E DEPTH {.. ;ry•! :tom �, :w a'
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF
Coffer Dam Type
CHANNEL. WORK SHALL BE SCHEDULED TO BE PERFORMED WHEN AT
Approx. Station
LEAST 2.DAYS OF CLEAR WEATHER IS FORECASTED.
u.t.t. Adams Creek
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
31.42
STREAM FLOW.
3' MIN.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
28
STABILIZED IN ONE WORKING DAY.
0.15
SE U N ; E OF CONSTRUCTION FOR TYPI AL PUMP AROUND
Pump Around
1. INSTALL SEDIMENT BAG AND STABILIZED OUTFALL USING CLASS A RIP RAP AT
11 +50
THE 'DOWNSTREAM .END. OF THE DESIGNATED PROJECT WORKING AREA.
u.t.t. Adams Creek
2. THE ;CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
188.51
PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE
C1.3A
TO THE SEDIMENT BAG. BASE FLOW IS ESTIMATED TO BE 6,000 gpm. SEE
26
TABLE, THIS "SHEET, FOR PUMP AROUND PUMP SIZING INFORMATION FOR EACH
NA
CREEK CROSSING.
Horseshoe
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
88 +50
STREAM DIVERSION:
u.t.t. Adams Creek
4. .INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF
224.42
NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS
C1.9A
PURPOSE ' SHALL; BE A MINIMUM OF 2" DIAMETER CAPABLE OF 80 gpm AND BE
24
OF S. UFFICIENT SIZE TO DEWATER THE WORK AREA. THE SILT SACK FOR
0.17
DEWATERING PUMP SHALL BE A MINIMUM OF 10'x15' 8 OUNCE NON -WOVEN
Pump Around
FABRIC CAPABLE OF FILTERING 8 oz. /sq. yd. AT 80 gpm. THIS WATER WILL
128 +00
ALSO FLOW INTO THE OUTFALL STABILIZED WITH CLASS A RIP RAP.
u.t.t. McCallister Creek
5. THE 'CONTRACTOR WILL PERFORM WATER MAIN INSTALLATION WORK IN
2144
ACCORDANCE WITH. THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION
C1.14A
SEQUENCE.
22
6. THE ;CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER
1.92
BEFORE REMOVAL. OF THE IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS,
Pump Around
AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WITH THE DOWNSTREAM DIKE
145 +50
FIRST.
u.t.t. Adams Creek
7.., ONCE THE WORKING AREA IS COMPLETED, STABILIZE DISTURBED AREAS WITH
233.39
SEED'; LIVE .STAKES AND EROSION CONTROL MATTING IN ACCORDANCE WITH
C1.513
CREEK CROSSING. STABILIZATION. DETAILS..
20
3
0.32
r7"'N COFFER DAM - PUMP AROUND
Pump Around
GO.9 NOT TO SCALE
3 I
62 +75
I
3
u.t.t. Dutch Buffalo Creek
i
116.70
l SEDIMENT STORAGE :CLEAN OUT STAKE
C1.3C
LEVEL: OF SEDIMENT
18
(MAXIMUM
IBASN OUT EN
WHEN
THELSALEVEL
2't
3' -t
2'f
(W) VARIES
25' - 40'
PUMP TO SILT BAG
ABOVE HIGH WATER
• X PIP
ENC
iA'r rte r sh' -'�t� •.14 t
NOTE:
CONTRACTOR SHALL FOLLOW CONSTRUCTION
SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
POLYETHYLENE MEMBRANE ON
FACE 20 MIL THICK
s
0
r-
io fl
CV J
o�
is O
I Z
r
SANDBAGS, CLASS 1 RIP
OR OTHER NON- ERODIBLE
MATERIAL '
SYNTHETIC FILTER FABRIC
B
G0.!
.• OF :• R►
SPILLWAY CREST
MAJ.�.1 I•RN'` • YA�i
0
"- NATURAL GROUND
SECTION THROUGH BASIN AND FILTER
5' MIN
x
1�SILT FENCE
X
RIP RAP APRON THROUGH
X TO END OF DISTURBED AREA
ores
T FENCE
3'
CARRY RIP RAP UP
SIDES OF SPILLWAY
RIP RAP W/ - ""
FILTER FABRIC UNDERNEATH
4' MIN.
SEE BASIN ABOVE
60%
A 1 r- COFFER DAM -
IY1;•I��
NE01ION POINT
�_.....- ..... - - -_ _
'•'- ��:�:�:- ;�;�;•:���;•;�:• EXCAVATION' :� :•..• :•:•.• :• :•:•.• :•:•.�:• :•
....: ;.'.'.' ":-. ".::'_:.:SPOIL: :• :-.� :-: � �• :�:� :• :•.•. ° :�.•:� :•.�:
:"::::::•:•:.:•:•:• :•
0
Y
W
c3
- DEFLECTION BERM CONSTRUCTED
FROM SALVAGED RIVER BED
BOULDERS
PLAN
3'_0"
LEVEL WITH TOP OF BANK
OR AS NECESSARY
pO a o
I�pQ -
��po
po" °. CLASS 1 RIP RAP, NJ BARRIER
�[5•0;poA / OR OTHER APPROVED MATERIAL
CLASS 3 OR 2 RIP RAP
2:1 SIDE SLOPE MAX.
H " r Yxn `X
-1:1 SIDE SLOPE MAX.
E DEPTH {.. ;ry•! :tom �, :w a'
Estimated By- -Pass
Pumping Capacity (gpm)
Coffer Dam Type
#5 WASHED STONE
Approx. Station
29
u.t.t. Adams Creek
0.07
31.42
NATURAL GROUND
3' MIN.
21 +50
28
u.t.t. Adams Creek
PERSPECTIVE VIEW Q. FILTER
A _i __ _ BEEN AN,
}
' D TEMPORARY SEDIMENT TRAP
G0.9 NOT TO SCALE
LIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
addiPian Set105 EROSION CONTROL.d+u - # # ## - June 29, 2012 - Jordan Isenhour
0
PIPELINE
SEE PROFILE FOR
ELEVATION
Stream Crossing
No.
Stream Name (u.tjt. = "unnamed
tributary to')
Approx. Drainage Area
(mi.2)
Estimated By- -Pass
Pumping Capacity (gpm)
Coffer Dam Type
Sht. No.
Approx. Station
29
u.t.t. Adams Creek
0.07
31.42
Pump Around
C1.3F
21 +50
28
u.t.t. Adams Creek
0.15
67.32
Pump Around
C12A
11 +50
27
u.t.t. Adams Creek
0.42
188.51
Pump Around
C1.3A
26 +00
26
Adams Creek
NA
NA
Horseshoe
C1.9A
88 +50
25
u.t.t. Adams Creek
0.50
224.42
Pump Around
C1.9A
89 +25
24
u.t.t. McCallister Creek
0.17
76.30
Pump Around
C1.13A
128 +00
23
u.t.t. McCallister Creek
0.05
2144
Pump Around
C1.14A
143 +00
22
McCallister Creek
1.92
861.75
Pump Around
C1.14A
145 +50
21
u.t.t. Adams Creek
0.52
233.39
Pump Around
C1.513
46 +50
20
u.t.t. Adams Creek
0.32
143.63
Pump Around
C1.613
62 +75
19
u.t.t. Dutch Buffalo Creek
0.26
116.70
Pump Around
C1.3C
23 +00
18
Dutch Buffalo Creek
NA
NA
Horseshoe
C1.3C
27 +25
17
u.t.t. Dutch Buffalo Creek
0.70
314.18
Pump Around
C1.4C
32 +50
16A
u.t.t. Dutch Buffalo Creek
0.18
80.79
Pump Around
C1.6C
57 +00
16
u.t.t. Little Buffalo Creek
0.56
251.34
Pump Around
C1.7C
67 +50
15
Little Buffalo Creek
NA
NA
Horseshoe
C1.8C
73 +50
14A
u.t.t. Little Bear Creek
0.70
314.18
Pump Around
C1. 16C
164 +00
14
u.t.t. Little Bear Creek
0.51
228.90
Pump Around
C1.1 D
4 +50
13
u.t.t. Little Bear Creek
0.56
251.34
Pump Around
C1.3D
29 +50
12
u.t.t. Little Bear Creek
0.42
188.51
Pump Around
C13D
30 +00
11
u.t.t. Big Bear Creek
NA
NA
Horseshoe
C1.9D
89 +00
10
u.t.t. Big Bear Creek
0.53
237.88
Pump Around
C1.11 D
111 +00
9
Big Bear Creek
1.30
583.48
Pump Around
C2.3E
29 +00
8
u.t.t. Big Bear Creek
0.23
103.23
Pump Around
C2.5E
50 +50
7
u.t.t. Big Bear Creek
0.06
26.93
Pump Around
C2.8E
81 +50
6
Long Creek
NA
NA
Horseshoe
C2.11 E
106 +00
5
u.t.t. Long Creek
0.44
197.49
Pump Around
C2.13E
129 +00
4
u.t.t. Long Creek
0.34
152.60
Pump Around
C2.16E
162 +50
3
u.t.t. Long Creek
0.02
8.98
Pump Around
C2.18E
180 +00
2
u.t.t. Curl Trail Creek
0.13
58.35
Pump Around
C2.19E
191 +50
1
u.t.t. Curl Trail Creek
0.01
4.49
Pump Around
C2.19E
199 +00
Notes:
By -pass pumping capacity was derived from an estimated base stream flow using 1 cfs /SgMi of drainage area
0
TOP OF BAFFLE
SHOULD BE 6" HIGHER
THAN THE BOTTOM OF
THE EMERGENCY
SPILLLWAY
"HOG WIRE" TO BE
A MIN. OF 6 "x6"
SQUARE MESH
rc_"� COFFER DAM SCHEDULE
G0.9
4' MAX. BETWEEN
POSTS
BAFFLE TO CONSIST OF A
COMBINATION OF SOIL AND
COCONUT FIBRE WEAVE
METAI
�\.OS1
• r f�'ap * " .'.
•° - • ,
' +'•'•'
BOTTOM OF BAFFLE
PLACED IN A 6"
DEEP TRENCH AND
THEN FILLED SOIL
AND COMPACTED
.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS
BAFFLE DETAIL FOR USE I
NOT TO SCALE
NOTES
1.) DRIVE STEEL FENCE POST AT LEAST
18" INTO THE GROUND
2.) WOOD POSTS ARE NOT ACCEPTABLE
3.) USE STAPLES 1' APART TO ATTACH
FABRIC TO "HOG WIRE"
4.) BAFFLE SPACED AS PER PLAN
5.) DIVERSION SWALES SHALL ENTER
THE BASIN SO THAT THE FLOW IS
DIRECTED THROUGH AT LEAST TWO
LENGTHS OF BAFFLES
MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES,
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROD. NO.:
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COPYRIGHT. 0, W.K. DICKSON.& CO., INC.. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., 1S PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED
FILE NAME. L:i Pro' ects \Concordt2©09021300CL\Cadc\Plan Set�05 EROSION CONTROL.dw - # # ## - June 29, 2012 - Jordan Isenhour RE TO BE VALID, TRUE COPIES.
�K
DICKSON
i
community infrastructure consultants
A A
Transportation + Water Resources
CLASS A STONE
1 FT HEIGHT, 1 FT. BEYOND EDGES
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.6348
FLOW
(t} 704.334.0078
STEEL POST
36' ABOVE GRADE (MAX.)
www.wkdickson.com
NC DOT #5 OR #57
WASHED STONED
�„
NC. LICENSE NO. F-0374
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SEDIMENT WHEN
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Q.C. DATE: APR.. 2012
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2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT o
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NOT TO SCALE
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1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
SECTION
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED
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VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX.
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT
WILL NOT ERODE.
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TOP AND
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BOTTOM
STAY WIRES, ANCHOR WIRE FABRIC
2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
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12" SPACING TO POST WITH MIN. 4
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3. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
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AND WATER POLLUTION SHALL BE MINIMIZED.
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4. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING
%
SECURELY
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
/ COARSE AGGREGATE—
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FABRIC To
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DESIGN TOP WIDTH 2' -b"
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FABRIC MESH NYLON, POLYESTER OR POLYETHYLENE Ho
4" FREEBOARD
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OPENING SIZE YARN OF MANUFACTURER TO BE I I rZ
10% SETTLEMENT
FLOW
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= 36 SQ. IN. APPROVED BY ENGINEER.
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I =11— 44 g _ ..... c�M PROTECTED
GEOTEXTILE FABRIC INSTALLED
UNDER CONSTRUCTION ENTRANCE
1 • THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
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1-1 I (=1 i 1 =111 =1 I (I i x-11 i =1 I = — 11.-1 I 1 —i ! I = 111-1 I L-1 I 1 =1 I fTl 1 it 11=1 I I
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH
_—_ _
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= III = III =1 I L =�1- -I I =1 I I =1 I I= I I =1 I �I I I —I I� —) I I =�= I I—��1 11 =I 11 =1 11EI I I--I 1 =I I I =I I
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EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
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NOTES-
CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL
DIRECT
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (0 20% MAX.
ELONGATION) of 3QIbs /LIN. [N., WIRE FABRIC REQUIRED.
PREVENT TRACKING OR FLOW OF MUD ONTO STREETS.
I
2. PERIODIC TOP DRESSING of STONE SHALL BE PROVIDED AS NECESSARY.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
50 Ibs /LIN. IN. C� MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL,
NOTES:
BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF
MAXIMUM POST SPACING = 6 FEET.
CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST AT OR ABOVE DESIGN
..TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
B
4. POSTS SHALL BE 1.33 Ib/LF STEEL, MINIMUM, UNLESS OTHERWISE
GRADE AT ALL POINTS.
CHANNEL MUST POINTS.
TRUCTED ON DESIGN GRADE.
D.1
NOT TO SCALE
I
5. SILT FENCE SHALL BE INSTALLED MIN. 10 FEET FROM TOE OF SLOPE.
6. SILT FENCE CAN NOT BE USED IS AREAS WITH CONCENTRATED WATER FLOW.
LEAVE SUFFICENT AREA ALONG DIVERSION TO PERMIT CLEANOUT AND REGRADING.
2
o TEMPORARY SILT FENCE
rG TEMPORARY DIVERSION DITCH
o. 191 NOT TO SCALE
�• NOT TO SCALE
COPYRIGHT. 0, W.K. DICKSON.& CO., INC.. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., 1S PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED
FILE NAME. L:i Pro' ects \Concordt2©09021300CL\Cadc\Plan Set�05 EROSION CONTROL.dw - # # ## - June 29, 2012 - Jordan Isenhour RE TO BE VALID, TRUE COPIES.
�K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.6348
(t} 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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Q.C. DATE: APR.. 2012
DRAWING NUMBER:
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PROD. NO.:
2009021300.CL`

COPYRIGHT © W.K: DICKSON & CO., INC. ALL RIGHTS RESERVED.
FILE NAME: L:iProjects\ Concord\ 2009021300CL�Cadd \Plan"Set105�_ER�
I JUN UK U0t Ut- I Nt UUN 1 ClV I 0 UI_ 1 17110 UUL:UFVItIV I; AUUI 1 IUIvo UN UCLt I IUN,> I U I MCI UUI..VIVItN 1, IIV VVr1ULt UK IN VAH 1 , VVI I HUU I VVKI t I tN UUIVJtN I Ut- W.K. UIIiKJUN & UU., INL;., 15 MUMM51 I tU. UNLY C:UI-11=b t-KUM I HL UKILANAL Ut- I HI5 i)UUUMEN I , MAHKtD WI I H AN UHIUINAL 61(iNA I UHL AND SLAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
ROL.dwal -# # ## - June 29, 2012 - Jordan Isenhour
USE IN CONJUNCTION WITH
SLOPE PROTECTION,
ROLLED EROSION CONTROL 2" X 2" X 36" WOODEN
BLANKET,. BONDED FIBER MATTRESS STAKES PLACED 5' Q.C. INSTALLATION NOTES:
CROSS PATTERN ABOVE SOCK DIRECT /ON DF F DIRECT
OR SOIL STABILIZERS LOW--- _ /ON OF FLOW SITE PREPARATION
GRADE AND COMPACT AREA.
DISTURBED AREA
1:1 MAX. SLOPE
m REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS 5O THAT
MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL.
STAKE AT 1'
INTERVALS PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE
�� START NEW
S DIAMETER FILTER SOCK (TYP.) ROLL IN CHECK FINAL GRADE.
OVERLAP
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST
MINIMUM 1'
r =- - _ _ _ I- "• ..� ,.. "` RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS LIME OR
III i-- -I1I- 11I - -1I I -1I1 -III II -I I I!= -- III I I 1I I =! I�LI_° - �__ _ FERTILIZERS TO THE SOIL IF NEEDED.
PROTECTED AREA - €1-- ij1- I il_!(I� W4i il6.�lld��lll 1E111(Ilf�l �1.
i_I.I
�131f11 �III� -II! - =[II.I�!lE:
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�TIr� Iii. i =I I FEI ! IHEI ICI I ' Tim _116-m-1 1 I-__$1 I7111� 12 -i ! I�1 I I_� I I I_. µ1 I I.�TM:i 11:._1 I IEi 11 1 ! I�1 i 11- �`�li =`ire- 6 DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
i 12 MIN. €� -I I
�- - -i I ICI 11= I -I l I_ I= I l -i I II �l i 1 ! i l:I 11 =i i llml� s i! hI I I �.
I € _ € € �I j I�.I 1 I �6 I I I! I -iii
.I` ' "Ed i I -7.I l l m l l i�=1 -!
_ I _- - II =_I1!1li- X111 €lli. -ll€ i _ -...
I I 1 I ! �_I i 1-1 i lY-i I I i� :i I i ! I i-1 I it 16 SEE SHEET Ga.13 FOR SEEDING REQUIREMENTS.
I I =! I' � �- €.�
;� _i
APPLY SEED TO SOIL BEFORE PLACING MATTING.
I I 1 t4 ON 6" WHEN USING PERMANENT LINER, APPLY ADDITIONAL SEED AFTER
12» 6„
INSTALLATION AND FILL MAT WITH SOIL.
SECTION
USE IN CONJUNCTION WITH FIGURE 1 FIGURE 2 INSTALLATION
SLOPE PROTECTION, INTERMITTENT CHECK SLOT
INTITIAL ANCHOR OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 7$" ACROSS THE
ROLLED EROSION CONTROL BLANKET, TRENCH BEGINING OF NEW ROLL OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE
BONDED FIBER MATTRESS OR SOIL 10 L.F. PER END PLACED AT A 30 ANGLE UPSTREAM LOWER ELEVATION MAT.
TO PREVENT END - AROUND FLOW EMBANKMENT EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
STABILIZERS I DISTURBED AREA
EL. 120.. ' ,
10 4VO 1 s INTERVALS D /RECT /ON O,� FLDW LAY 07TSTRETCHTTIGHTALLOW CONTACT WITH SOIL.
_
��
.' m �" STAKE AT 1
Q INTERVALS ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
EL. 115 - "X6"
r ; EXCAVATE INITIAL ANCHOR TRENCH 12 ACROSS THE EMBANKMENT AT
THE LOWER END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 1
(�
8'> DIAMETER FILTER SOCK (TYP.)- -W-- �VG FOR INITIAL ANCHOR TRENCH.
EL.110� 12$) MIN , , -` 1- PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
` 'ii _I I• - II- Ili -i!1 iI(L ►
��
�" 4 EMBANKMENT AND WEIR. SEE FIGURE 2.
i3_ 1 i ILII ��i 111 i IW
CUT 4:w x 4" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION.
EL. 105..E I { !i 9 j�l j� ;j i - �e �i�) I3, 3�I "� 6I i I d -i i1? = -� - - ( _ I EXTEND MAT TO THE EDGE OF THE ASPHALT OR 2 TO 3 FEET ABOVE
#
12 i I- i I =1 I 1 -1 11-= I i I lm THE CREST IF POSSIBLE.
!_ 11 .i
I €I €
I I I I I- Iii --11 i- -I I Imo, i 1_ , I I -; III- BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE DOWNSTREAM
„ " I ; (I 1 I I I= I i I� I 1 I 1-=-i I I 9 I..._i 1 1 `
EL. 100 ,i i END OF THE AREA TO BE LINED, PLACE THE END OF THE ROLL IN
ALWAYS INSTALL SOCK 4 " j1 Ili ° ,, _ €
1 i I II i I I I i-i II i In-fl i€ Ii
1
I _._ _ _ _
ANCHOR TRENCH AND SECURE WITH BIODEGRADABLE STAKES OR PINS.
EROSION CONTROL MATTING MQI T MEET OR I, 1 1 } III- III lII III IIl lliall- I.' -
PERPENDICULAR TO SLOPE .�L1 �i - -III ulli SEE FIGURE 1.
EXCEED TH FOLLOWING REQUIREMENTS: ° I -I! Iii . h i el IEHi i 11 E1 I i, it l 1 �l l i° ! I�1 Iml i f 1-
FIGURE 3 =,. I „
» �, .- __ - - -- --- c,1._1�IIm -Ill -_III [ii1II.Isli6i1
.. -i!I
2 X 2 X 36 WOODEN PROTECTED AREA TOP OF BANK 100 COCONUT FIBER (CQIR) TWINE WOVEN INTO A - -I = -- I -' € PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 3
STAKES PLACED 5' O.C. OVERLAP. SECURE WITH BIODEGRADABLE STAKES OR PINES, BACKFILL
TERMINATION HIGH STRENGTH MATRIX.
I CROSS ` PATTERN ABOVE SOCK THICKNESS - 0.35 IN. MINIMUM. 6,� ANCHOR TRENCH, AND COMPACT SOIL.
TENSILE STRENGTH - 1740 LB /FT MINIMUM UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT CHECK
PLAN SHEAR STRESS -4.5 LBS /SQFT FIGURE 4 SLOT OR TERMINAL ANCHOR.
FLAW VELOCITY- OBSERVED 12 FT /SEC
I NOTES: WEIGHT - 23 OZ /SY TERMINAL ANCHOR UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF 3" OF
1. SLOPE INTERUPTION SHALL BE USED ON DISTURBED AREAS SIZE -9s4FT X 165 FT {180 SY} TRENCH OVERLAP.
°C" FACTOR - 0.002
HAVING A SLOPE OF 3 :1 OR GREATER. OPEN AREA (MEASURED) - 48% STAPLE AT 18" INTERVALS ALONG OVERLAP.
2. REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF THE SOCK SLOPES -UP TO A MAXIMUM OF 1.1 FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY MAT IN
WHEN ACCULATION HAS REACHED 1/2 OF EFFECTIVE HEIGHT CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH BOTH
BACKFILL SOIL, CONTINUE ROLLING MAP
rE EROSION CONTROL MATTING INSTALLATION
I OF SOCK. UPSTREAM SEE FIGURE 2MPACT
' 3. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE UPSLOPE G0.1 NOT TO SCALE BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF 1'.
SIDE OF THE SOCK TO ENHANCE PERFORMANCE.
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
A SLOPE INTERUPTION
NOT TO SCALE
6
,I
' CHECK DAM EXCESS SOCK MATERIAL TO BE DRAWN IN AND CARRY CLASS B STONE 1' 2' N.C.D.O.T. CLASS B
SIZED TO SUIT CONDITIONS TIED OFF TO STAKE AT BOTH ENDS UP SIDES OF SPILLWAY IN MIN. EROSION CONTROL
8" TO 18" TYPICAL N.C.D.O.T.
NO. 57 VARIES WITH
WASHED STONE: ON
2
UPSTREAM FACE DEPTH OF
1 DITCH
(2' MAX.)
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I 1' VARIES WITH
i FILTER FABRIC MIN. DEPTH OF DITCH
i
FLOW
L* B 2" X 2" X 36" WOODEN - FIBER CHECK DAM
- I STAKES PLACED 5' O.C. ROLL (12 DID.) WOODEN STAKES SHALL BE
CROSS PATTERN ABOVE STAPLE FABRIC INTO SPACED 1' ALONG THE ENTIRE
2 MIN. N.C.D.O.T. CLASS B
- - ! ry�� GROUND ON UPSTREAM & LENGTH OF THE FIBER ROLL
-_- SOCK EROSION CONTROL '
d_ e,__ _
r - - -. - -. DOWNSTREAM SIDE OF ROLL PROVIDE 2 STAKES ANGLED AS
STONE
€i SHOWN.
I F B�ER CHECK DAM \ \ / / \ \i� / / / �1 " \ \ BACKFILL AND COMPACT
12 / // / /� / \ / \/\
/. /i. /� /, /� LOOSE MATERIAL
j \ \ / \/�
UPSTREAM OF ROLL
v :2 .z0 uW,
€� I A L* B NO- TES: \ VA
I Ii 1. ALL MATERIAL TO MEET SPECIFICATIONS. FILTER FABRIC ; -- 1 I Iµ s
1 (
2. BEFORE INSTALLATION OF FIBER ROLL, SMOOTH AND SHAPE EARTH SURFACE AND REMOVE ALL STONES, s {MIN.) SECTION A A I i .
ROOTS OR OTHER DEBRIS GREATER THAN 2 INCHES IN DIAMETER. 3 MIN. EMBEDMENT
3. EXCAVATE A TRENCH 3 INCHES DEEP FOR PLACEMENT OF EACH ROLL. s" {MIN.)
STONE CHECK DAM EMBEDMENT
4. STAKES SHALL BE 24 IN LENGTH SPACED 1 FOOT ON CENTER ON THE UPSTREAM & DOWNSTREAM SIDE SECTION A -A
DRAWING NUMBER:
OF THE FIBER ROLL.
STONE CHECK DAM
A *L = THE DISTANCE SUCH THAT POINTS 5. FABRIC OF FIBER ROLL SHALL BE STAPLED INTO THE GROUND APPROXIMATELY 1 INCH UPSTREAM OF THE rD SOCK STAKING
A AND B ARE OF EQUAL ELEVATION EDGE OF THE ROLL. G0.1
J. NO.:
6, INSTALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE SEDIMENT MAINTENANCE FOR ALL CHECK DAMS: NOT TO SCALE
200902�(3OO.CL
TUBES. LAP THE ENDS OF ADJACENT SEDIMENT TUBES A MINIMUM OF 2 FEET TO PREVENT FLOW AND
B I CH ECK DAM PLACEMENT SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
G0.1 NOT TO SCALE 7. INSTALL ENDS OF CHECK DAM POINTING SLIGHTLY UP THE SLOPE TO PREVENT RUNOFF FROM FLOWING AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
I AROUND THE FILTER SOCK. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
8. INSTALL SEDIMENT TUBES IN SWALES OR DRAINAGE DITCHES PERPENDICULAR TO THE WATER FLOW AND BETWEEN DAMS, INSTALL A PROTECTIVE RIP -RAP LINER IN THAT PORTION OF
EXTEND THEM UP THE SIDE SLOPES TO THE TOP OF DITCH. THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
I 9. CHECK DAM SHOULD BE INSTALLED AT INTERVALS AS SPECIFIED IN DETAIL B /GO.11. NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
10. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE UPSLOPE SIDE OF THE SOCK TO ENHANCE CHANNEL TO DRAIN THROUGH THE FIBER CHECK DAM, AND PREVENT LARGE
PERFORMANCE. FLOWS FROM CARRYING SEDIMENT OVER THE DAM. CHECK DAM SHALL BE
11. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION. CLEANED OUT WHEN 50% OF STORAGE CAPACITY HAS BEEN FILLED IN WITH
i SEDIMENT.
FIBER CHECK DAM
c CHECK DAM
GO.1 NOT TO SCALE
}
COPYRIGHT © W.K: DICKSON & CO., INC. ALL RIGHTS RESERVED.
FILE NAME: L:iProjects\ Concord\ 2009021300CL�Cadd \Plan"Set105�_ER�
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ROL.dwal -# # ## - June 29, 2012 - Jordan Isenhour
WK
D CKoN
community infrastructure consultants
Transportation * Water Resources
Urban Development -I• Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
(0 704.334.0078
www.wkdicksoh.com
NC. LICENSE NO. F -0374
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J. NO.:
200902�(3OO.CL

ALIGNMENT A
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
.08 +07
MULCHIGRASS
08 +07
11+62
STRAW NETTING
11 +62
20 +13
MULCH /GRASS
20 +13
21 +fi9
STRAW NETTING
21+69
37 +00
MULCH /GRASS
37 +00
43 +00
STRAW NETTING
43 +00
45 +50
MULCHIGRAS.S
45 +50 ".
47 +50
STRAW NETTING
47 +50 . -.'� "
55 +50
MULCHIGRASS
55 +50
58 +00
STRAW NETTING
58 +00
66 +00
MULCH /GRASS
.66+00..
70 +00
STRAW NETTING
70 +00
75 +50
MULCHIGRASS
g 75 +50
80 +00
STRAW NETTING
80 +00
87 ±61
MULCHIGRASS
87 +61
88 +62
STRAW NETTING
88 +62'.
94 +18.
MULCHIGRASS
.94 +18
97 +50
STRAW NETTING
97 +50...
102 +75
MULCHIGRASS
102.75
104 +00
STRAW NETTING
104+00..
115+60
MULCH /GRASS
115 +60
124 +19
STRAW NETTING
124 +19
144 +82
MULCHIGRASS
144 +82...
147 +52
STRAW NETTING
147 +52
150 +00
MULCH /GRASS
150 +00
151 +20
STRAW NETTING
151 +20
156 +35
MULCHIGRASS
ALIGNMENT
B
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
00 +17
STRAW NETTING
00 +17
02 +28
MULCH /GRASS
02 +28
06 +23
STRAW NETTING
06 +23
31 +91
MULCHIGRASS
31 +91
36 +82
STRAW NETTING
36 +82
39 +60
MULCH /GRASS
39 +60
46 +81
STRAW NETTING
46 +81
47 +73
MULCH /GRASS
47 +73
53 +38
STRAW NETTING
53 +38
57 +27
MULCH /GRASS
57 +27
60 +83
STRAW NETTING
60 +83
62 +94
MULCH /GRASS
62 +94
71 +03
STRAW NETTING
71 +03
80+76
MULCH /GRASS
80 +76
95 +00
STRAW NETTING
95 +00
105 +01
MULCH /GRASS
105 +01
106 +64
STRAW NETTING
106 +64
110 +69
MULCH /GRASS
110 +69
114 +04
STRAW NETTING
114 +04
130 +26
MULCH /GRASS
130 +26
131 +99
STRAW NETTING
131 +99
136 +96
MULCH /GRASS
136 +96
137 +99
STRAW NETTING
137 +99
144 +90
MULCH /GRASS
144 +90
155 +17
STRAW NETTING
s AND # 5 STONE GRADE CONTROL ROCK
TOP OF BANK 50/50 MIX CLASS A/B RIP
RAP
I
i BOTTOM OF BANK
a ° 2.5'
8' TO 12'
FLOW'
B
BOTTOM of BANK
:
24,_0 >,
TOP OF BANK A
RIFFLE GRADE CONTROL - PL6N VIEW
TOP OF RIFFLE BANKFULL ELEVATION
(SEE PROFILE SLOPE VARIES FLOW —■-
FOR DESIGN BOTTOM OF RIFFLE
ELE (SEE PROFILE) DESIGN E TED
V j_`.:. "'° ..._.(SEE (SEE PROFILE FOR
SURFACE
FA DESIGN ELEV.)
f FILTER C� °�. �.
FABRIC GRAVEL SUBSTRATE 2.0 ME 1.5' MI
50 / 50 MIX OF GRADE CONTROL ROC �.
CLASS A RIP RAP 0
50 / 50 MIX CLASS
AND # 5 STONE A / B RIP RAP
RIFFLE A -
EROSION
CONTROL
EROSION
LINER % —� CONTROL
LINER
BANKFULL ELEVATION
175' MI INVERT SET AT
.
? ROFILE
FILTER GRAVEL G
FABRIC SUBSTRATE
50 / 50 MIX OF GRADE CONTROL
CLASS A RIP RIFFLE ON N A— MOCK
RAP AND # 5 50 / 50 MIX CLASS
3 STONE A / B RIP RAP
A RIFFLE GRADE CONTROL
IQ 0.1 NOT TO SCALE
EROSION CONTROL MATTING SCHEDULE
ALIGNMENT C
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
09 +95
MULCH /GRASS
09 +95
15 +09
STRAW NETTING
15 +09
17 +00
MULCH /GRASS
17 +00
21 +63
STRAW NETTING
21 +63
26 +80
MULCH /GRASS
26 +80
27 +77
STRAW NETTING
27 +77
30 +76
MULCH /GRASS
30 +76
36 +43
STRAW NETTING
36 +43
41 +00
MULCH /GRASS
41+00
44 +50
STRAW NETTING
44 +50
45 +50
MULCH /GRASS
45 +50
68 +37
STRAW NETTING
68 +37
73 +41
MULCH /GRASS
73 +41
73 +72
STRAW NETTING
73 +72
80+61
MULCH /GRASS
80 +61
82 +38
STRAW NETTING
82 +38
84 +00
MULCH /GRASS
84 +00
85 +00
STRAW NETTING
85 +00
86 +19
MULCH /GRASS
86 +19
94 +81
STRAW NETTING
94 +81
101 +00
MULCH /GRASS
101 +00
104 +00
STRAW NETTING
104 +00
108 +00
MULCH /GRASS
108 +00
112 +37
STRAW NETTING
112 +37
113 +68
MULCH /GRASS
113 +68
130 +50
STRAW NETTING
130 +50
138 +29
MULCH /GRASS
138 +29
144 +00
STRAW NETTING
144 +00
147 +72
MULCH /GRASS
147 +72
155 +00
STRAW NETTING
155 +00
160 +99
MULCH /GRASS
160 +99
161 +61
STRAW NETTING
161 +61
164 +34
MULCH /GRASS
COPYRIGHT © W:K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN
FILE NAME: L:L Pro' ccts L66ncord12009021300CL \CaddlPlan Set105 EROSION CONTROL.dw - # # ## - June 29, 2012 - Jordan Isenhour
:
t
ALIGNMENT D
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
00 +54
MULCH /GRASS
00 +54
01 +14
STRAW NETTING
01 +14
01 +99
MULCH /GRASS
01 +99
05 +50
STRAW NETTING
05 +50
25 +68
MULCH /GRASS
25 +68
27 +37
STRAW NETTING
27 +37
32 +92
MULCH /GRASS
32 +92
34 +05
STRAW NETTING
34 +05
37 +64
MULCH /GRASS
37 +64
39 +00
STRAW NETTING
39 +00
42 +76
MULCHIGRASS
42 +76
43 +07
STRAW NETTING
43 +07
51 +37
MULCHIGRASS
51 +37
53 +30
STRAW NETTING
53 +30
53 +86
MULCH /GRASS
53 +86
59 +18
STRAW NETTING
59 +18
61 +85
MULCH /GRASS
61 +85
63 +58
STRAW NETTING
63 +58
85 +48
MULCH /GRASS
85 +48
89 +56
STRAW NETTING
89 +56
107 +19
MULCHIGRASS
107 +19
108 +57
STRAW NETTING
108 +57
110 +43
MULCH /GRASS
110 +43
114 +62
STRAW NETTING
114 +62
128 +00
MULCH /GRASS
128 +00
135 +00
STRAW NETTING
135 +00
142 +24
MULCH /GRASS
142 +24
145 +09
STRAW NETTING
145 +09
148 +00
MULCH /GRASS
148 +00
155 +00
STRAW NETTING
155 +00
156 +73
MULCH /GRASS
610
608
606
604
602
600
598
596
594
592
590
588
0+
ALIGNMENT E
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
10 +41
MULCH /GRASS
10 +41
11 +27
STRAW NETTING
11 +27
16 +60
MULCH /GRASS
16 +60
17 +02
STRAW NETTING
17 +02
27 +63
MULCH /GRASS
27 +63
30 +40
STRAW NETTING
30 +40
32 +89
MULCH /GRASS
32 +89
34 +76
STRAW NETTING
34 +76
47 +21
MULCH /GRASS
47 +21
48 +89
STRAW NETTING
48 +89
49 +93
MULCHIGRASS
49 +93
51 +08
STRAW NETTING
51 +08
59 +50
MULCH /GRASS
59 +50
65 +45
STRAW NETTING
65 +45
81 +65
MULCH /GRASS
81 +65
82 +02
STRAW NETTING
82 +02
104 +58
MULCH /GRASS
104 +58
106 +96
STRAW NETTING
106 +96
119 +36
MULCH /GRASS
119 +36
120 +21
STRAW NETTING
120 +21
124 +37
MULCH /GRASS
124 +37
125 +74
STRAW NETTING
125 +74
132 +98
MULCH /GRASS
132 +98
133 +76
STRAW NETTING
133 +76
135 +74
MULCHIGRASS
135 +74
136 +11
STRAW NETTING
136 +11
151 +90
MULCH /GRASS
151 +90
153 +70
STRAW NETTING
153 +70
159 +55
MULCH /GRASS
159 +55
164 +20
STRAW NETTING
164 +20
204 +34 1
MULCH /GRASS
ALIGNMENT F
STATION
STABILIZATION
START
END
MATTING TYPE
00 +00
05 +48
MULCH /GRASS
05 +48
06 +43
STRAW NETTING
06 +43
23 +44
MULCH /GRASS
23 +444
24 +67
STRAW NETTING
24 +67
111 +50
MULCH /GRASS
NOTES:
1. ADDITIONAL. EROSION CONTROL. MEASURES MAY
BE NEEDED BASED ON FIELD CONDITIONS.
2. IN AREAS OF STREAM CROSSINGS REFER TO
DETAIL A /GO.8 FOR MATTING REQUIREMENTS.
IN
FROM THE
NOT TO SCALE
HALL BE CONSIDERED
610
608
606
604
602
600
598
596
594
592
590
588
75
w.w 51%,
MP6
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
Www.wkdickson.corn
NC, LICENSE NO. F -0374
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VERT. DATUM: NAVD 88
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PROJ. DATE:: APR.`. 2012
Q.C.. O.I.L. .
Q.C. DATE: APR. 2012
DRAWING NUMBER:
Go 0.
PROJ. NO.:
20090213.0 O.CL

1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON --SITE WITH THE EROSION CONTROL
INSPECTOR FROM THE MOORESVILLE REGIONAL OFFICE OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR, 704- -863 - 1699),
AND THE ENGINEER'S REPRESENTATIVE.
TEMPORARY SEEDING - LATE WINTER /EARLY SPRING
Seeding Mixture
Species Rate (lb /ocre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains — Above 2500 ft: Feb. 15 —May 15
Below 2500 ft: Feb. 1 —May 1
Piedmont -- Jan. 1 —May 1
Coastal Plain — Dec.1 —Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb /acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb /acre straw. Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - SUMMER
Seeding mixture
Species Rate (lb /acre)
German millet 40
In the Piedmont and Mountains, a small— stemmed Sudangrass may be
substituted at a rate of 50 lb /acre.
Seeding dates
Mountains -- May 15 —Aug. 15
Piedmont — May 1 —Aug. 15
Coastal Plain — Apr. 15 —Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb /acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring too[.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE -- FALL
Seeding mixture
Species Rate (lb /ocre)
Rye (grain) 120
Seeding dates
Mountains — Aug. 15 —Dec. 15
Coastal Plain and Piedmont — Aug. 15—Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb /acre ground agricultural lime-
stone and 1,000 lb/acre 10- 10--10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 lb /acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb/acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
NC., IS PROHIBITED. ONLY
PERMANENT SEEDING - GRASS -LINED CHANNELS
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 175 -200 (3 lb /1000 sq. ft.)
Kentucky bluegrass 20 (1 lb/1000 sq. ft.)
Nurse plants
Between May 1 and Aug. 15, add 10 lb /acre German millet or 15 lb /acre
Sudangross. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain).
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 —Sept. 1 July 25 —Sept. 15
Mor. 1 —Apr. 1 Mar. 1 —May 10
Above 2500 ft: July 25 —Aug. 15 July 15 —Aug. 30
Soil amendments Mar. 20 —Apr. 20 Mar. 5--May 15
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,200 lb/acre 10 -10 -10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
bottom of channels and ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in
drainages not requiring temporary linings, apply 4,000 lb/acre grain straw and
anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash downslope where
they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 lb /acre 10 -10 -10 fertilizer (3 lb /1000 sq. ft.). Mow
regularly to a height of 2 -4 inches.
PERMANENT SEEDING SCHEDULE - MIXTURE 41M
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 100
2. BEFORE INITIATION OF CONSTRUCTION, INSTALL PERIMETER EROSION CONTROL
Sericea lespedeza 20
MEASURES SHOWN ON THE PLANS INCLUDING SILT FENCE AND STONE OUTLETS AT
Korean lespedeza 10
CREEK CROSSINGS ALONG WITH ANY REQUESTED BY THE NCDENR INSPECTOR
Redtop 5
RESULTING FROM THE PRECONSTRUCTION MEETING, CLEARING AREAS ONLY AS NEEDED
Kentucky bluegrass 5
TO 1NSTALL THE DEVICES. OWNER SHALL PERFORM SELF INSPECTION AFTER PERIMETER
Seeding note
CONTROLS (SILT : FENCE, CONSTRUCTION ENTRANCES, ETC.) ARE INSTALLED.
i
After Aug. 1, use unscarified seed for sericea
3. INSTALL WATER MAIN. THE .CHECK DAMS SHOWN ARE TO BE INSTALLED AFTER THE
Nurse plants
TRENCH BACKFILL IS COMPLETED. THESE MUST BE INSTALLED DAILY AS WORK
Between May 1 and Aug. 15 add 10 lb /acre German
PROGRESSES. . EROSION CONTROL DETAILS ARE SHOWN ON THE DRAWINGS AND
Sudangross. Prior to May 1 or after Aug. 15,
STRUCTURE. LOCATIONS ARE DEFINED IN THE PLAN VIEWS.
may be beneficial to plant the grasses in late
.`4.. STOCKPILE EXCAVATED MATERIAL UPGRADIENT OF THE WATER LINE TRENCH WHEREVER
lespedezas in March.
POSSIBLE.
Seeding dates
5. ROADS SCREENINGS SHALL BE PLACED ON PAVED SURFACES IF EXCAVATED MATERIAL IS
Best
PLACED IN ROADWAYS, CLEAN UP OF ROADWAY MUST OCCUR IMMEDIATELY AFTER PIPE
Below 2500 ft: Aug. 15 —Sept. 1
INSTALLATION.
Mar. 1 —Apr. 1
I
6.. WHEN DEWATERING OF WATER LINE TRENCH IS REQUIRED, DISCHARGE SHALL BE
Above 2500 ft: July 25 —Aug. 15
PUMPED THROUGH A SILT SACK CAPABLE OF FILTERING 8 OZ. /SQ. YD. 0 80 GPM.
Mar. 20 --Apr. 20
7. REMOVVE/REI N STALL SILT FENCE DAILY AS REQUIRED TO FACILITATE CONSTRUCTION AT
Complete seeding earlier in the fall, and start
CREEK CROSSINGS INSTALLED BY DIRECT BURY. SEE "PUMP AROUND" DETAIL FOR
east facing slopes.
ADDITIONAL SEQUENCE OF CONSTRUCTION NOTES FOR CREEK CROSSINGS.
Soil amendments
i
8. MAINTENANCE OF. EROSION CONTROL DEVICES IS THE CONTRACTOR'S RESPONSIBILITY.
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
AFTER EACH RAIN STORM THE DEVICES SHALL BE INSPECTED FOR DAMAGE AND
Mulch
REPAIRS MADE AS NEEDED. ANY SILT ACCUMULATION SHALL BE REMOVED
Apply 4,000 -5,000 Ib /ocre grain straw or equivalent
IMMEDIATELY AND DISPOSED OF PROPERLY.
I
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
9. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED ALONG ALL
steep slopes.
CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED OR OTHERWISE
STABILIZED. WITHIN THE NUMBER OF DAYS NOTED IN THE GROUND COVER SCHEDULE
the second year unless . growth
AFTEO BEING DISTURBED. THE CONTRACTOR SHALL UTILIZE THE SEEDING AND
damaged areas immediately.
MULCHING SCHEDULES NOTED ON THE DRAWINGS. NO MORE THAN 1,000 LF OF ROAD
SHOULDER SHALL BE DISTURBED PRIOR TO CLEANING /SEEDING. OWNER SHALL
PERFORM SELF INSPECTION AFTER CONSTRUCTION IS COMPLETED.
o -
I
Al ALL LOCATIONS DISTURBED DURING CONSTRUCTION WILL BE RESTORED
ACCORDING TO THE PERMANENT 5EEDING SCHEDULE AS SHOWN ON THE
VERT. DATUM: NAVD 88
PLANS:
I
B IF THE WATER AND /OR SEWER LINE IS LOCATED WITHIN AN EXISTING DITCH
LIME, AND THE CHANNEL VELOCITY EXCEEDS 2 FT. /SEC., TEMPORARY CHANNEL
o �
LINERS (JUTE NET, STRAW WITH NET, FIBERGLASS ROVING, GEOTEX11LE FABRIC,
ETC.) SHALL BE USED AS SHOWN ON THE PLANS AND AS DIRECTED BY THE
ENGINEER: THESE DITCH LINES WILL BE RESTORED ACCORDING TO THE PE13IPNENT
�EEQING SCHEDULE AS SHOWN ON THE PLANS.
10. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS DIRECTED
BY THE ENGINEER, :REMOVE. EROSION CONTROL :DEVICES FROM THE SITE. OWNER
SHALE PERFORM FINAL SELF "INSPECTION FOLLOWING COMPLETE STABILIZATION.
UU
11. BORROW AND WASTE UTILIZING AN OFF -SITE FACILITY MUST BE AN APPROVED EROSION
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CONTROL PLAN SITE, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY 'THE ' DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM
DEMOLITION ACTIVITIES SHALL BE DISPOSED OF AT AN APPROVED FACILITY.
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ERA [ON CONTROL DEVC MAINTENANCE NOTES:
1. THE' CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE
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EROSION CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE.
2. ALL .EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY
AND OPERATION.` FOL LOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE
�M X
LES81THAN 'ONCE PER WEEK.
3. ANY NEEDED -REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.- .
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4. SEDIMENT IS TO BE BE REMOVED FROM THE SEDIMENT TRAPS, BASINS AND INLET
.PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%
FILLED
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5. GRAVEL IS T0. BE CLEANED AND /OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
6. SEDIMENT IS TO .BE ,REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES
APPROXIMATELY 0.50'. DEEP AT THE FENCE. THE SILT FENCE IS TO BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
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7. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES
AND CHANNELS
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8. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED AS NEEDED IN
ACCORDANCE' WITH THE SPECIFICATIONS.
9:, ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER CANNOT
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BE ESTABLISHED AS PROPOSED.
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10. CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ON SITE AND PROVIDE WEEKLY /POST
RAINFALL. INSPECTION REPORTS TO THE OWNER IN ACCORDANCE WITH NPDES
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REQUIREMENTS.
11. CONTRACTOR WILL BE REQUIRED TO SUBMIT A SEPARATE EROSION CONTROL PLAN AND
OBTAIN APPROVAL FOR ANY AREAS OUTSIDE THE PERMITTED LIMITS OF THE
CONSTRUCTION PROJECT USED FOR STOCK PILING, STAGING, ETC. IF SUCH AREAS
OCCUR ON PRIVATE PROPERTY, THE CONTRACTOR IS RESPONSIBLE FOR SECURING
WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER TO UTILIZE THE PROPERTY. A
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C©P.Y; OF THIS WRITTEN AUTHORIZATION MUST BE PROVIDED ALONG WITH THE EROSION
CONTROL PLAN' APPROVAL.
0
COPYRIGHT ©, W.K. DICPON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT,
FILE NAME: L: iPrjects \Coneord�2009021300CL1Cadd \Plan Set \05 EROSION CONTROL.dw - # # ## - June 29, 2012 - Jordan Isenhour
1 ,
TEMPORARY SEEDING - LATE WINTER /EARLY SPRING
Seeding Mixture
Species Rate (lb /ocre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains — Above 2500 ft: Feb. 15 —May 15
Below 2500 ft: Feb. 1 —May 1
Piedmont -- Jan. 1 —May 1
Coastal Plain — Dec.1 —Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb /acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb /acre straw. Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - SUMMER
Seeding mixture
Species Rate (lb /acre)
German millet 40
In the Piedmont and Mountains, a small— stemmed Sudangrass may be
substituted at a rate of 50 lb /acre.
Seeding dates
Mountains -- May 15 —Aug. 15
Piedmont — May 1 —Aug. 15
Coastal Plain — Apr. 15 —Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb /acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring too[.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE -- FALL
Seeding mixture
Species Rate (lb /ocre)
Rye (grain) 120
Seeding dates
Mountains — Aug. 15 —Dec. 15
Coastal Plain and Piedmont — Aug. 15—Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb /acre ground agricultural lime-
stone and 1,000 lb/acre 10- 10--10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 lb /acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb/acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
NC., IS PROHIBITED. ONLY
PERMANENT SEEDING - GRASS -LINED CHANNELS
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 175 -200 (3 lb /1000 sq. ft.)
Kentucky bluegrass 20 (1 lb/1000 sq. ft.)
Nurse plants
Between May 1 and Aug. 15, add 10 lb /acre German millet or 15 lb /acre
Sudangross. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain).
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 —Sept. 1 July 25 —Sept. 15
Mor. 1 —Apr. 1 Mar. 1 —May 10
Above 2500 ft: July 25 —Aug. 15 July 15 —Aug. 30
Soil amendments Mar. 20 —Apr. 20 Mar. 5--May 15
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,200 lb/acre 10 -10 -10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
bottom of channels and ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in
drainages not requiring temporary linings, apply 4,000 lb/acre grain straw and
anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash downslope where
they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 lb /acre 10 -10 -10 fertilizer (3 lb /1000 sq. ft.). Mow
regularly to a height of 2 -4 inches.
PERMANENT SEEDING SCHEDULE - MIXTURE 41M
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 100
SITE AREA DESCRIPTION
Sericea lespedeza 20
STABILIZATION TIME FRAME EXCEPTIONS
Korean lespedeza 10
7 DAYS
Redtop 5
SLOPES
Kentucky bluegrass 5
Seeding note
7 DAYS
After Aug. 1, use unscarified seed for sericea
lespedeza.
Nurse plants
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
Between May 1 and Aug. 15 add 10 lb /acre German
millet or 15 lb /acre
Sudangross. Prior to May 1 or after Aug. 15,
add 40 lb /acre rye (grain). It
may be beneficial to plant the grasses in late
summer and overseed the
lespedezas in March.
(v) 704.334.5348
Seeding dates
ALL OTHER AREAS WITH SLOPES FLATTER
Best
Possible
Below 2500 ft: Aug. 15 —Sept. 1
July 25 —Sept. 15
Mar. 1 —Apr. 1
Mar. 1 —May 10
Above 2500 ft: July 25 —Aug. 15
July 15 —Aug. 30
Mar. 20 --Apr. 20
Mar. 5 —May 15
Complete seeding earlier in the fall, and start
later in spring on north and
east facing slopes.
Soil amendments
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Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,000 lb/acre 5 -10 -10 fertilizer.
Mulch
Apply 4,000 -5,000 Ib /ocre grain straw or equivalent
cover of another suitable
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
Netting is the preferred anchoring method on
steep slopes.
Maintenance
Mow no more than once a year. Refertilize in
the second year unless . growth
is fully adequate. Reseed, fertilize and mulch
damaged areas immediately.
1. GROUND COVER — WHEREVER LAND DISTURBING ACTIVITY IS UNDERTAKEN
ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR PROVIDED PER
THE GROUND COVER SCHEDULE SHOWN ON THIS SHEET.
2. GRADED SLOPES AND FILLS — PER THE GROUND COVER SCHEDULE
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING,
WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
community infrastructure consultants
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
616 Colonnade Drive
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
(v) 704.334.5348
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HWQ-ZONES)
THAN 4:1
www.wkdickson;com
DOCUMENT,
NOTE:
1. PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS
SHORTER, DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development f Ceomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704,334.0078
www.wkdickson;com
NC. LICENSE NO. F -0374
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DRAWING NUMBER:
PROD. NO.:
2a0sO21 3.00.L;

'COPYRIGHT @, W.K DICKSON & CO:, INC. ALL RIGHT'S RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L :\ProjectslCo' cordi2009021300CL1Cadd\Plan Set\o1_STREAM RELOCATION DETAILS.dw - # # ## - June 29, 2012 -Jordan Isenhour
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FLOOD PLAIN
Transportation + Water Resources
Urban Development + Geomatics
SOD MATS OR TOP OF BANK
COIR MATTING
616 Colonnade Drive
Charlotte, North Carolina
BANKFULL STAGE
(f) 704.334.0078
www.wkdickso.n.com
7 10' BOLE
>6" .DiAMETER BASEFLOW
NC. UCENSE No. x-0374
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HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
AN
ir°k ROOT WAD
DRIVE POINT METHOD:
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SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE
"DRIVING" IT INTO THE SANK. ORIENT ROOT WADS UPSTREAM
SO THAT THE STREAM FLOW MEETS THE ROOT WAD AT A
SO— DEGREE ANGLE, DEFLECTING THE WATER AWAY FROM THE
NOTES:
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1. CONTRACTOR SHALL CONSTRUCT /GRADE PROPOSED PIN No: 5691496325
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BANK.
CHANNEL SUCH THAT THE DIMENSIONS (TOP WIDTH, BUCKWELL KENNETH WA YNE
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TRENCHING METHOD:
EXISTING STABLE STREAM SECTIONS UP STREAM OF
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BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
BE
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MATTING AND LIVE STAKES PER DETAIL C /GO.8 AND
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EXCAVATED PARALLEL TO THE BANK AND WELL BELOW THE
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ONE- -THIRD OF THE ROOT WAD SHOULD REMAIN BELOW NORMAL
/ BASE FLOW CONDITIONS.
2. FILL AND COMPACT ABANDONED CHANNEL
SEGMENT TO AT LEAST TYPICAL FIELD BULK
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MANUFACTURERS
INSTRUCTIONS
12.5 (TYP.) l /
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2
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DRAWING NUMBER:
LIVE STAKE PLANTINGS SEE DETAIL C /GO.s
COIR FIBER MATTING
J/ -q / �' , INSTALL ROOTWADS
PER DETAIL A/G4.12
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(400g /m
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2009021 300.CL'
KEY IN MATTING PER
MANUFACTURERS
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INSTRUCTIONS
PROP. BANK
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\
SEE STREAM BED CONTROL DETAIL, D /GO.8
STREAM BED GRADE
STREAM RELOCATION
B STREAM BANK MATTING Z STABILIZATION DETAIL
SCALE: 1 " = 20'
O. 141 NOT TO SCALE
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;.
'COPYRIGHT @, W.K DICKSON & CO:, INC. ALL RIGHT'S RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L :\ProjectslCo' cordi2009021300CL1Cadd\Plan Set\o1_STREAM RELOCATION DETAILS.dw - # # ## - June 29, 2012 -Jordan Isenhour
`I
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
(f) 704.334.0078
www.wkdickso.n.com
NC. UCENSE No. x-0374
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PROD. DATE :. APR.. 2012
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Q.C. DATE: APR. '2012
DRAWING NUMBER:
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PROJ. No.:
2009021 300.CL'

1. FIBER OPTIC INSTALLATION SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS AND
SPECIFICATIONS; DIVISION 10 AND 17.
2, FIBER OPTIC INSTALLATION SHALL BE PERFORMED BY A NC LICENSED ELECTRICAL
CONTRACTOR.
3. FIBER OPTIC CABLE SHALL EXTEND FROM EXISTING ALBEMARLE PUMP STATION LOCATION
ATiTHE INTERSECTION OF US HWY 52 AND MAIN STREET VIA OVERHEAD LINES ATTACHED
TO 1EXISTING POLES TO THE CONNECTION OF THE PROPOSED WATER LINE AT THE
INTERSECTION OF MAIN STREET AND FLOYD STREET. FROM THE CONNECTION POINT;
FIBER OPTIC CABLE. AND CONDUIT SHALL FOLLOW THE WATER LINE ROUTE AND EXTEND
TO iBPS 1 IN STANLY COUNTY, TO THE MASTER METER LOCATED AT THE
CABARRUS /STANLY COUNTY LINE, AND TO THE INTERSECTION OF COLD SPRINGS ROAD
AND . NC HWY 73.
4. FIBER OPTIC CONDUIT SHALL BE 2" HDPE EPEC --B (SDR 13.5), COLOR ORANGE.
5 FIBER OPTIC CONDUIT SHALL BE INSTALLED 1' ABOVE WATER LINE AND TO THE OUTSIDE
EDGE (AWAY FROM ROAD) OF THE WATER LINE TRENCH.
6: FIBER OPTIC CONDUIT SHALL BE INSTALLED INSIDE STEEL CASING PIPE, ABOVE THE
WAFER LINE, . AT ALL WATER LINE ROAD CROSSINGS BY JACK AND BORE.
7. JUNCTION BOXES SHALL BE OVERSIZED JUNCTION BOXES AS SPECIFIED IN NCDOT
STANDARD SPECIFICATIONS AND DETAILS AND SPACED AT 700' TO 1000' AS DIRECTED
BY 1 THE ENGINEER. ONLY SPECIFIC JUNCTION BOX LOCATIONS HAVE BEEN INDICATED ON
THt DRAWINGS.,
8. PROVIDE GREEN 14 AWG, THWN, STRANDED COPPER WIRE TO SERVE AS TRACER WIRE
TAPED TO OUTSIDE OF CONDUIT AT 10' INTERVALS.
9. SPLI.ICE CENTERS SHALL BE SPACED AT 30,000' INTERVALS AS DIRECTED BY THE
ENGINEER. ONLY SPECIFIC SPLICE CENTER LOCATIONS HAVE BEEN INDICATED ON THE
DRAWINGS:
10. FIBER OPTIC CABLE SHALL CONTAIN 24 FIBERS. NEATLY COIL APPROXIMATELY 100' OF
AD61TIONAL FIBER OPTIC CABLE IN EACH JUNCTION BOX.
11. CONTRACTOR SHALL CORRDINATE CABLE INSTALLATION AND TERMINATION AT BPS 1, BPS
2, �ND MASTER METER WITH OWNER /SYSTEM INTERGRATOR AND CONTRACT 1
CONTRACTOR.
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PROP. FIBER OPTIC
JUNCTION BOX AND SPLICE
SEE SHEET GO.14
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EXISTING ALBEMARLE
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ROUTE AND TERMINATION
OF FIBER OPTIC CABLE IN
THE EXISTING PUMP STATION
SHALL BE COORDINATED WITH
OWNER AND SYSTEMS INTEGRATOR.
PROP. 305' FIBER OPTIC
CABLE POLE MOUNTED
CABLE SHALL NOT BE INSTALLED
BELOW LOWEST EXISTING LINE
27' MINIMUM VERTICAL CLEARANCE
OVER NS RR. I
c OVERHEAD FIBER OPTIC CABLE ROU
FITS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELE
Aplan Set\04 DETAILS.dw - # # ## - June 29, 2012 - Jordan Isenhour
IN WHOLE OR IN PART,
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BONDING CLAMP FOR BOND ALL METAL CONDUITS TOGETHER
METAL CONDUITS (TYP} COVER USING A SINGLE, CONTINUOUS #6 AWG
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(V) 704.334.6348
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www.wkdiokson.com
NC. LICENSE NQ. F-0374
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NOTES:
1. CONTRACT 1 (PUMP STATION SITE) PIPING
SHALL CONNECT TO GATE VALVE PROVIDED /
UNDER CONTRACT 2. /
2. TOTAL AREA DOES NOT INCLUDE ROAD
RIGHT -OF -WAY.
3. FIBER OPTIC HANDHOLE AND CONDUIT
SHOWN IN APPROXIMATE LOCATION, SEE /
ELECTRICAL DRAWINGS FOR CONDUIT /
REQUIREMENTS FOR CONTRACT 1. SITE
CONDUIT TO TERMINATE IN HANDHOLE TO
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627802.9637
1616821.5447
2
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627809.8993
1616851.4134
3
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627725.0370
1616839.6395
4
PUMP & CONTROLS BUILDING
627731.9726
1616869.5082
5
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627730.7497
1616879.7160
6
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627740.3519
1616885.6992
7
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627770.8389
1616886.1142
8
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627797.5222
1616886.0779
9
DISINFFECTANT BUILDING
627808.1969
1616885.6524
10
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627814.1801
1616876.0503
11
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627832.1133
1616753.2123
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627680.3464
1616791.6286
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627668.0832
1616931.8705
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1616901.7463
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627732.5729
1616833.3627
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627738.2732
1616824.2145
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627804.5925
1616808.8150
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627875.1646
1616758.3414
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30 "0 90' RJ MJ BEND
627808.8320
1616858.5143
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627838.5821
1616851.6063
® - DENOTES POINT LOCATION
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS UH UELEITUNS I U I HIS UUUUMtN I , IN WHULt UH IN VAH I , WI I HUU 1 V1(HI 1 1 tN UUNStN I UF• W.K. UIUKSUN tk l;U., INU., IS F'HUH1L31 I tU. UNLY I;UYIta CHUM I Flt UHIIaiNAL Ut i till UUUUMtN I , MAHKtU WI I H AN UHIUINAL SIUNA 1 UHt AND A:AL SHALL tit L;UNSIUtNtU I U tit VALID, I HUt COPIES.
FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan SetWlbemarle Booster Pump Station\20090213 -R -BPS 1.dwg -#### - June 25, 2012 - Chris Haigler
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Q.C.:
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Q.C. DATE:
LOCATION BOOSTER PUMP STATION SITE IS SUBJECT
■
TO ADDITIONAL STANLY COUNTY
PROJ. NO.:
20090213.00.CL
WATERSHED REGULATIONS.
3. CONTRACTOR SHALL MINIMIZE CLEARING
OUTSIDE OF GRADING LIMITS.
1
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS UH UELEITUNS I U I HIS UUUUMtN I , IN WHULt UH IN VAH I , WI I HUU 1 V1(HI 1 1 tN UUNStN I UF• W.K. UIUKSUN tk l;U., INU., IS F'HUH1L31 I tU. UNLY I;UYIta CHUM I Flt UHIIaiNAL Ut i till UUUUMtN I , MAHKtU WI I H AN UHIUINAL SIUNA 1 UHt AND A:AL SHALL tit L;UNSIUtNtU I U tit VALID, I HUt COPIES.
FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan SetWlbemarle Booster Pump Station\20090213 -R -BPS 1.dwg -#### - June 25, 2012 - Chris Haigler
VVK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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NOTES:
1. CONTRACT 1 (PUMP STATION SITE) PIPING
SHALL CONNECT TO GATE VALVE PROVIDED
I UNDER CONTRACT 2.
2. FIBER OPTIC HANDHOLE AND CONDUIT
SHOWN IN APPROXIMATE LOCATION, SEE
ELECTRICAL DRAWINGS FOR CONDUIT
0 REQUIREMENTS FOR CONTRACT 1. SITE
CONDUIT TO TERMINATE IN HANDHOLE TO
1 " BE PROVIDED BY CONTRACT 2. FIBER
0 OPTIC CABLE INSTALLATION WILL BE
C PIN No; 567111604.E COMPLETED BY CONTRACT 2. - - --
C SOST JEREMY HANS � TBM
BOST ERICA IF x
0 ..� / PK NAIL IN ASPHALT
(ZONED RL) _
ELEV. 752.83
It
0 X
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153' 260'
1 f EXISTING 18' WD ASPHALT PANT
0 1 x____ X-� X
X� X
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INS/. _
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1 � ° 30" WATER
TRANSMISSION LINE
0 OABL.3 - - T - - - _ - - .- Tom-
CH =N72 °59'45 E 165.96 NOUN
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' 218.40 SEE NOTE 1
",szsf FO FIBER OPTIC HANDHOLE THIS SHEET OVERFLOW ENDWALL
NCDOT SIGHT b AND CONDUIT, SEE
- TRIANGLE CONTRACT 2 WSEE NOTE 1�''r 30 R NOTE 2 THIS SHEET ( SEE DETAIL)
III N®; 56 711 04654
IOORE RICHARD R
(ZONED RL)
STRUCTURE LOCATION
1#1
POINT ID
STRUCTURE
NORTHING
EASTING
1
STORAGE TANK CENTER
610715.2344
1571820.8194
2
PUMP & CONTROLS BUILDING
610688.7945
1571705.8635
3
PUMP & CONTROLS BUILDING
610702.4285
1571737.0101
4
PUMP & CONTROLS BUILDING
610601.4618
1571744.0923
5
PUMP & CONTROLS BUILDING
610615.0958
1571775.2389
6
DISINFFECTANT BUILDING
610705.6400
1571761.8029
7
DISINFFECTANT BUILDING
610695.1034
1571757.6823
8
AUX GENERATOR PAD
610688.2219
1571769.4352
9
AUX GENERATOR PAD
610661.1937
1571772.5136
10
TRANSFORMER PAD
610644.5470
1571782.2926
11
TRANSFORMER PAD
610634.0104
1571778.1720
12
30 "0 11-1/4' RJ MJ BEND
610640.0964
157173.1650
13
30 "0 45' RJ MJ BEND
610604.8586
1571718.5900
14
30 "0 45' RJ MJ BEND
610600.8921
1571728.7115
15
CENTER CHEM FEED MH
610705.7610
15717554362
16
30 "00 "00" MJ TEE
610710.9734
1571767.3437
17
30 "0 22 -1/2' RJ MJ BEND
610714.3218
1571774.9933
18
30 "0 45' RJ MJ BEND
610716.9769
1571764.7157
19
30 "0 45' RJ MJ BEND
610746.1809
1571775.4082
20
30 "00 "00" TEE
610759.3310
1571810.1180
21
8 "0 45' RJ MJ BEND
610746.6797
1571847.8109
22
8 "0 45' RJ MJ BEND
610749.4665
1571847.0642
23
CENTER TOP OF HEADWALL
610757.4690
1571845.2035
- DENOTES POINT LOCATION
. W.K. DICKSON & CO.,
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1 K (BASED UPON. THEORETICAL 60 R /W) - _.GATE -�T€-
PAD SECTION 35' SETBAC- - - 3 MIXER VALVE VALVE 23
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1 6" CURB W/ TAPERED ENDS "
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� SIDEWALK
ELEV: 755.0 /
TOTAL AREA
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TRANSFORMER /
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1� S 135.98 \
, IN WHOLE OR IN PART,
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24" OVERFLOW
INV= 753.2
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21 / EXIST
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AND SEAL
WELL TO BE ABANDONED BY OTHERS IN
ACCORDANCE WITH 15A NCAC 2C.0100
(SPECIFICALLY 15A NCAC 2C.0113 -B OR C AS
APPLICABLE) AND THE REGULATIONS GOVERNING
CONSTRUCTION, REPAIR, AND ABANDONMENT OF
WELLS IN CABARRUS COUNTY, NORTH CAROLINA,
WHICH IS AVAILABLE FROM THE CABARRUS COUNTY
HEALTH ALLIANCE ** *(NOT IN THIS CONTRACT) * **
VICINITY MAP
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5 DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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FILE NAME: L\ Projects \CONCO\2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213- R- BPS2.dwg - June 20, 2012 - Chris Haigler
Dvw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
_ , a SEAL
032061 =
GI
PROFESSIONAL SEAL
FULL SCALE: 1I'= 20
0 20 40
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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SEDIMENT TRAP REMOVALS
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"� (34'x95' -4 ") c 4 PVC DRAIN
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PROP. TEMP. DIVERSION
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OO
, ELEV: 755.0 )I ��
"0
DITCH, SEE DETAIL DWG,
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_
PROP. SILT FENCE SHOWN
ROP. BAF\F ES ( SPACING),
)
,
t / /
2.5:1
INSIDE PROPERTY LINE FOR
SEE DETAIL DWG( G0.9
CLARITY. LOCTAE SILT
\
PROP. SEDIMENT
40
I 4 "0 PVC DRAIN TRAN 0 M f
FENCE AS CLOSE TO
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TRAP SEE PLAN
DETAIL THIS SH ET
f PROP. 98 LF OF GRAVITY
BLOCK RETAINING WALL.
PROPERTY LINE AS POSSIBLE
4 "4 PVC DRAIN PIPE TOi
4"0 PVC DRAIN
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HEIGHT VARIES. (SEE NOTE
THIS SHEET
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VICINITY MAP
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TOP OF BAN
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SHALL SLOPE ®1 % OR GREATER.
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2. CONTRACTOR SHALL GRADE ROADSIDE
_ DITCH TO DRAIN AWAY FROM DRIVE.
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3. SEE SPECIFICATION SECTION 31 23 16°
AND THE GEOTECHNICAL REPORT FOR,s�►°
PROJECT CONDITIONS AND UNDERCUT/
REPLACEMENT REQUIREMENTS AT
2:1
/
BUILDINGS TANK AND PAVED
°... ° AREA LOCATIONS.
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PROJECT
LOCATION
PROP. TEMP. SEDIMENT TRAP '
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4. PROPOSED RETAINING WALL SHOWN
SEE DETAIL DWG. G0.9
FOR STEEL TANK OPTION ONLY. GRADE
PROP. WIRE AND STONE
*'�`'
PROP. TEMP. SILT IN FRONT OF WALL AND AROUND TANK
FENCE, TYPICAL. SEE SHALL BE ADJUSTED AS NEEDED AND
REINFORCED OUTLET,
PROP. SEDIMENT TRAP AND DIVERSION DITCH TO BE
INSTALLED AT LOW
DETAIL. INDICATED ON TANK DETAILS.
REMOVED FOR FINAL GRADING OF LANDSCAPE BERM -
POINT UPON SEDIMENT
PROP.
I
TEMP. SILT FENCE 0
CONTRACTOR SHALL BE RESPONSIBLE
WIRE AND STONE OUTLETS AND SILT FENCE IN AREA OF
TRAP REMOVAL. SEE
TO
BE INSTALLED UPON FOR DESIGN AND CONSTRUCTION OF
SEDIMENT TRAP TO BE INSTALLED PROIR TO SEDIMENT
DETAIL.
SEDIMENT TRAP RETAINING WALL.
TRAP REMOVAL.
REMOVAL
COPYRIGHT U, W.K. DICKSUN & W., ING. ALL KIUN I, HttitHVtu. HtrHUL UU I IUIV Urs UDC Ur I rIc k,UN I CN 10 Ur I nla UUL.UMCIV 1 ; AvU1 I IUNR) UM UCLC I IUIV0 I U 1 r lO DUA.UMCIV I , Iry VMULC Uri uv rmn i , m i nUU I VVn1 l I mm uUIVJCIV I Ur mm. 1jwn0Uly a %.U., 10 rnUnl611 CU. UNLT uvrICJ rnUM 1 nC UnIU IAL Ur i r1lo UUGUIVICIV I , MArtntU VVI I n lily UHIUIIVAL JIUNAI UHt ANU =AL ZJNALL tat UUNbIULKLU 1U tat VALID, I HUt GUrILS.
FILE NAME: L\ Projects \CONCO\2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213- R- BPS2.dwg - June 20, 2012 - Chris Haigler
Dvw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
_ , a SEAL
032061 =
GI
PROFESSIONAL SEAL
FULL SCALE: 1I'= 20
0 20 40
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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PROJ. NO.:
20090213.00.CL

WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
CA
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PROD. NO.:
20090213.00.CL

NOTE: APPLY PRE - EMERGENT AROUND NOTE:
BASE OF PLANT AND SURROUNDING 1. REMOVE ANY TREE WRAPPING AT
PLANTING BED ONLY. DO NOT APPLY TIME OF PLANTING. NOTE:
TO FOLIAGE. 2. REMOVE MULCH AWAY FROM TREE 1. REMOVE ANY TREE WRAPPING AT
TRUNK FLARE AT APPROXIMATELY A TIME OF PLANTING.
SET PLANT WITH 1/8 THE HEIGHT OF 12" 1) IA. RING. 2. REMOVE MULCH AWAY FROM TREE
ROOTBALL ABOVE EXISTING GRADE. 3. DO NOT COMPACT BACKFILL WITH TRUNK FLARE AT APPROXIMATELY A
FEET, USE A SHOVEL HANDLE TO 12' DIA. RING.
\ J LOOSELY TAP THE BACKFILL INTO 3. DO NOT COMPACT BACKFILL WITH
THE PLANTING HOLE AROUND THE FEET, USE A SHOVEL HANDLE TO
3' MULCH LAYER EXTENDED BEYOND ROOT BALL. LOOSELY TAP THE BACKFILL INTO
SAUCER BED THE PLANTING HOLE AROUND THE
ROOT BALL.
GAR
SOIL SAUCER LOOSEN BURLAP TIES REMOVE ALL
TOPSOIL BURLAP FROM TOP 1/3 OF ROOT BALL LOOSEN BURLAP TIES. ROLL BACK TOP
6�oe��o, e�o�4e�� eo�o� ,
xxx //\ x x x X °` WATER SAUCER Y OF BURLAP COVERING ROOTBALL
'4 SEAL
I-- REMOVE BURLAP FROM TOP
- - xxx x x x x - 1/3 OF BALL SET ROOT BALL 2" HIGHER THAN SET ROOTBALL 2' HIGHER THAN
x
32061
_
- x X x x x = FINISHED GRADE FINISHED GRADE
xxX x -_ - BACKFILL PER SPECIFICATIONS
_xxx
3" MULCH LAYER
- - WATER SAUCER
BERM
��� III III - I11 -_Iii
48" TREE STAPLE, 3 PER TREE, SPACED 3' MULCH LAYER
3x Root Ball UNDISTURBED SUBSOIL TO FORM = :;.:. EQUALLY AROUND TREE, INSTALL SHORT BERM
Diameter PEDESTAL = - _ - PRONG HALFWAY BETWEEN TRUNK AND - -48' TREE STAPLE, 3 PER TREE, SPACED
- I= EDGE OF ROOT BALL AND LONG PRONG - EQUALLY AROUND TREE, INSTALL SNORT
FULL SCALE: 1 -
_ = UP AGAINST THE SIDE OF THE ROOT PRONG HALFWAY BETWEEN TRUNK AND
BALL, PRONG TO EXTEND MIN. 12' BELOW EDGE OF ROOT BALL AND LONG PRONG
SHRUB PLANTING DETAIL THE ROOT BALL, AS PER
- UP AGAINST TH E SIDE OF THE ROOT
- MANUFACTURER'S INSTRUCTIONS BALL, PRONG TO EXTEND MIN. 12' BELOW
NOT TO SCALE -
_ THE ROOT BALL, AS PER
VERT. DATUM: NAVD 88
° MANUFACTURER'S INSTRUCTIONS
1' -G" (TYP.) _
Q
3x Root Ball
Diameter BACKFILL WITH EXISTING SOIL BACKFILL. WITH NATIVE SOIL
PLANTING MIX 3x Root Ball
Diameter COMPACTED NATIVE SOIL
GRADING NOTES:
COMPACTED EXISTING SOIL
1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY WK DICKSON SURVEY DATED AUGUST 2011. SINGLE STEM TREE PLANTING DETAIL MULTI-STEM TREE PLANTING DETAIL
2. GRADING SHOWN INDICATES FINISHED GRADES. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE NOT TO SCALE
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. NOT TO SCALE
3. ALL PROPOSED CONTOURS AND ELEVATIONS REFLECT FINISHED GRADES
4. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRECTION ON FILL COMPACTION AND ANY STRUCTURAL
CONSIDERATIONS. UNLESS OTHERWISE NOTED, FILL SHALL BE COMPACTED TO 95% ASTM D698 STANDARD COMPACTION.
5. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BE CONSTRUCTED AT 2:1 (HORIZONTAL TO
VERTICAL) MINIMUM. PERMANENT SEEDING SCHEDULE -
PLANTA13LE CONTAINER5 SHOULD
BOOSTER PUMP STATION SITE SLOPES 3:1 OR GREATER
I � REMOVE ALL CONTAINERS UNLESS I
6. PROPOSED CONTOURS REFLECTS FINISHED GRADES INCLUDING ASPHALT. REFER TO PAVEMENT CROSS- SECTION DATA TO SPECIFIED MULCH,/ DEEP HAVE UPPER/ REMOVED * BE SLIT
ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT AT STEM, 2" DEEP BETWEEN PLANTABLE. CAREFULLY AT SIDES BOTTOM
7. LIMITS OF CLEARING SHOWN ARE BASED ON CUT & FILL SLOPES AND OTHER GRADING REQUIREMENTS AND ARE SEEDING 15 LBS /ACRE OF: PERCENT OF MIX PLANTS 5ET PLANT MATERIAL AT ORIGINAL
BERMUDA GRASS 50
MIXTURE
APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ON FINE GRADING REQUIREMENTS. ANY GRADING BEYOND THE BIG BLUESTEM 30 LEVEL
APPROVED LIMITS OF CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE ENGINEER. TEMPORARY SEEDING IS LITTLE BLUE STEM 20
NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE
REQUIRES IT. ALL GRADED SLOPES SHALL BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL
REMAINING AREAS SHALL BE SEEDED WITHIN 21 DAYS.
\
8. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON THE EROSION CONTROL PLAN. NO DEVICE SEEDING APRIL 15TH - JUNE 15TH
SHALL BE REMOVE UNTIL THE SITE IS STABILIZED. DATES
9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING GRADE.
SEEDING
APPLY LIME AND FERTILIZER PER SOIL TESTS. v dv►c rev »lam' , �dv ►c v►d dv ►t �idv►v v►c d0- , dv►p
AMENDMENTS a�a� 000�� �. o v4�Cpvv�r crv� vq0� avD�v V o �',co. o�
x
10. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. ��� XxXx XxXx /���� �� xxxx xxxx y\ \` \�` xxxx x
j� x x
// / x x x x / / xxxx xxxx / /j /j xxxx xxxx
11. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AT ALL INTERSECTIONS. x x x x x x x x x x x x
1. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE x x xxx x x x x x x x / \ \ /\\ /\\ x x xxx / \\
\ x x x x x / xxx x x / x x x x
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING, x x xxx / x x xxx x x x x x
12. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR / /xxxxx xxxx / / / xxxxx xxxx / / / `xxxx xxxx
/ / / / / /
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES xxxx xxxxx
\/\ xxxx xxxxx, xxxx xxxxx;
FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. \\ \\ \\ \\ \\ \\ \\ \\
SUFFICIENT TO RESTRAIN EROSION. x x x x x x x x x x�j // // x x x x x x x // x x x x x x x x
j
�\j/ /
\
DRAINAGE NOTES: \� / \� \� \� \� x� \� \�
1. CONCRETE PIPE SHALL BE A MINIMUM OF CLASS III RCP, WITH A MINIMUM DIAMETER OF 15 INCHES.
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2. PIPING INSTALLED WITHIN LIMIT OF PROPOSED STRUCTURE SHALL BE SUBJECT TO PLUMBING PERMIT AND SHALL MEET REQUIREMENTS OF -
NORTH CAROLINA BUILDING CODE. CONTRACTOR SHALL HAVE ALL PIPE UTILITIES INSPECTED BY BUILDING INSPECTOR PRIOR TO BACKFILL.
UNDISTURBED 501L -
3. MINIMUM COVER FOR STORM DRAINAGE PIPING SHALL BE 2 -FEET. CONTRACTOR SHALL NOTIFY ENGINEER IF CONDITION CANNOT BE MET.
4. ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF STRUCTURE. - ==HI - _ -111 _
5. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACE IN NATIVE SOIL, TURNED OVER TO LOOSEN,
5PECIFhED PLANTING MIX
LAYERS NOT TO EXCEED 8 INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH
THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT INCHES). AMENDED WITH PEAT M055
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. GROUNDCOVER PLANTING
NOT TO SCALE
DRAWING NUMBER:
7. MATERIAL DEEMED UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. NOTES:
8. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. 1. AVOID DAMAGE TO ROOT STRUCTURE IN HANDLING * PLANTING.
9. THE STORM DRAINAGE SYSTEM WILL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO BACKFILL. SHOULD ANY PORTION OF 2. STAGGER ROWS DURING PLANTING.
PROJ. NO.:
THE STORM SYSTEM BE BUILT UNDER AN APPROVED ON -SITE PLUMBING PERMIT OR BUILDING PERMIT, IT SHALL BE SUBJECT TO TESTING 3. WATER THOROUGHLY IMMEDIATELY AFTER INSTALLATION * MAINTAIN
20090213.00.CL
AND INSPECTION BY BUILDING INSPECTOR PRIOR TO BACKFILL.
WATERING SCHEDULE THROUGH PROJECT ACCEPTANCE PER SPECS.
10. WK DICKSON SHALL NOT BE IN CONTROL, OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS
OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF WK DICKSON.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Pro 'ects\CONCO\2009021300cl \CADD \Plan Set \Concord Booster Pume Station\20090213- R- BPS2.dw # - May 1, 2012 - Chris Haigler
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
GAR
'4 SEAL
32061
1N .•'�\.�'
PROFESSIONAL SEAL
FULL SCALE: 1 -
0 - -
HOR. DATUM: NC GRID (NAD 83)
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FILE NAME: L:\Projects\CONCO\2009021300cl\CADD\Plan Set \Concord Booster Pump Station\20090213- R- BPS2.dw -#### - May 1, 2012 - Chris Haigler
GENERAL PLANTING NOTES
PLANTING SHRUB AND GROUNDCOVER BEDS
1. THE QUANTITIES INDICATED ON THE MATERIAL SCHEDULE PROVIDED ARE CORRECT. IN THE EVENT OF A DISCREPANCY, THE
PLANTING PLAN WILL TAKE PRECEDENCE OVER THE MATERIAL SCHEDULE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1. EXCAVATE LARGE ENOUGH AREA OF NATIVE COMPACTED SOIL TO INSTALL SPECIFIED CONTAINER GROWN PLANTS.
HIS /HER OWN QUANTITY CALCULATIONS AND THE LIABILITY PERTAINING TO THOSE QUANTITIES AND ANY OTHER RELATED
CONTRACT DOCUMENTS AND /OR PRICE QUOTATIONS. 2. REMOVE CONTAINERS WITHOUT DAMAGING THE ROOTBALL AND SET IN EXCAVATED HOLE.
2. THE CONTRACTOR SHALL NOT CHANGE OR SUBSTITUTE PLANT VARIETIES OR SPECIES WITHOUT THE WRITTEN PERMISSION OF 3. PLACE CONTAINER GROWN PLANT IN EXCAVATED HOLE WITH TOP OF ROOTBALL 2" ABOVE FINAL SHRUB BED ELEVATION.
THE ENGINEER.
4. BACKFILL ROOTBALL WITH THOROUGHLY AERATED EXISTING SOIL FROM THE BED. LIGHTLY COMPACT SOIL AROUND PLANT TO
3. ALL LANDSCAPE MATERIAL INSTALLATION SHALL CONFORM TO THE CURRENT STANDARDS OF THE AMERICAN NURSERY AND ELIMINATE VOIDS AND AIR POCKETS.
LANDSCAPE ASSOCIATION (ANLA) AND IS SUBJECT TO THE APPROVAL OF THE ENGINEER.
5. MULCHING: IMMEDIATELY AFTER PLANTING, MULCH PLANTING BEDS WITH A MINIMUM DEPTH OF 3" SHREDDED HARDWOOD
4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL CONSTRUCTION CODES AND MULCH. FINISH EDGES ACCORDING TO DETAIL. REMOVE ALL MULCH FROM FOLIAGE OF PLANTS.
SECURING ALL NECESSARY PERMITS.
6. WATERING: SOAK ENTIRE AREA IMMEDIATELY AFTER PLANTING. CONTINUE WATERING THEREAFTER AS NECESSARY UNTIL
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND THE FINAL ACCEPTANCE.
REPAIR OF ANY DAMAGE INCURRED DURING THE EXECUTION OF THE WORK.
6. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE PROJECT DURING THE GUARANTEE PERIODS TO SATISFY
HIMSELF /HERSELF THAT ESTABLISHMENT AND RATE OF GROWTH ARE ADEQUATE. ANY METHODS OR PRODUCTS DEEMED NOT MAINTENANCE
NORMAL OR ARE DETRIMENTAL TO GOOD PLANT GROWTH SHALL BE REPORTED TO THE ENGINEER IN WRITING. FAILURE TO
INSPECT AND REPORT WILL BE INTERPRETED AS APPROVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND 1. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.
ALL REPLACEMENTS.
2. MAINTAIN SHRUBS, LAWN AND OTHER PLANT MATERIALS UNTIL DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT IN
7. REFER TO THE GRADING PLAN FOR ROUGH GRADES OF PLANTING BEDS. FINAL GRADES ARE SUBJECT TO APPROVAL BY THE TOTAL AND FINAL ACCEPTANCE BY OWNER.
ENGINEER.
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3. MAINTAIN SHRUBS AND OTHER PLANTS BY WATERING, PRUNING, CULTIVATING, WEEDING, AND RE- MULCHING AS REQUIRED
8. PLANT MATERIAL TO BE PLACED AS SHOWN ON PLANTING PLANS. ALL PLANT MATERIAL SHALL BE PLACED IN POSITION AND FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. RESET SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS
IS SUBJECT TO THE APPROVAL OF THE ENGINEER PRIOR TO BACKFILLING AND MULCHING. REQUIRED. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE.
9. PLANTING PLAN IS FOR THE LOCATION AND IDENTIFICATION OF VEGETATION ONLY. NO OTHER WORK IS TO BE PERFORMED 4. MAINTAIN LAWNS UNTIL DATE OF ACCEPTANCE OR SUBSTANTIAL COMPLETION OF THE WORK IN TOTAL, AS AGREED TO BY
BASED ON THIS PLAN. OWNER.
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5. MAINTAIN LAWNS BY WATERING, WEEDING, MOWING, REPAIR OF ERODED AREAS AND RESEEDING OR RE- SODDING AS
NECESSARY TO ESTABLISH A UNIFORM STAND OF THE SPECIFIED GRASSES.
PLANTING TREES AND SPECIMEN SHRUBS 6. FERTILIZER: TREES = 10 -10 -10 2 LBS. / TREE
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SHRUBS GROUNDCOVERS 8 -8 -8 10 LBS. 1,000 SF
1. SET BALLED AND BURLAPPED (B &B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN CENTER OF
PIT OR TRENCH WITH TOP OF BALL 2 " -3" ABOVE FINISH GRADE AND ALSO 2 " -3" ABOVE THE GRADE THEY BORE TO
NATURAL GRADE BEFORE TRANSPLANTING. REMOVE ALL STRAPS AND ROPES MADE OF MAN -MADE FIBERS COMPLETELY
FROM ROOTBALL. LOOSEN AND REMOVE BURLAP AND BIODEGRADABLE ROPES FORM TOP HALF OF ROOTBALL. CUT AND
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REMOVE ALL WIRE BASKETS BEFORE BACKFILLING. USE THOROUGHLY AERATED EXISTING SOIL TO BACKFILL. WHEN PLANTS
ARE SET, PLACE BACKFILL AROUND BASE AND SIDES OF BALL AND WORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE
VOIDS AND AIR POCKETS. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING
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REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF
BACKFILL.
2. CONTRACTOR SHALL REMOVE ALL MAN MADE OR IMPERVIOUS MATERIAL FROM THE ROOTBALL AND TRUNK BEFORE FINAL
INSTALLATION OF TREES AND SPECIMEN SHRUBS.
3. REMOVE CONTAINERS FROM CONTAINER GROWN STOCK WITHOUT DAMAGING ROOT BALLS AND SET IN PLACE AS SHOWN AND
SPECIFIED.
4. APPLY ANTI- DESICCANT USING POWER SPRAY TO PROVIDE AN ADEQUATE FILM OVER TRUNKS, BRANCHES, STEMS, TWIGS,
AND FOLIAGE. IF DECIDUOUS TREES OR SHRUBS ARE MOVED IN FULL LEAF, SPRAY ANTI- DESICCANT AT NURSERY BEFORE PLANT LIST
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MOVING AND AGAIN AFTER PLANTING PER MANUFACTURERS RECOMMENDATIONS,
KEY QTY BOTANICAL NAME COMMON NAME SIZE ICOND. IREMARKS
5. MULCHING: IMMEDIATELY AFTER PLANTING WORK HAS BEEN COMPLETED, MULCH PITS, TRENCHES, AND PLANTING BEDS. TREES
PROVIDE A MINIMUM DEPTH OF 3" SHREDDED HARDWOOD MULCH. FINISH EDGES ACCORDING TO DETAIL. RM 4 Acer Rubrum Red Maple 10' Ht x 4' SPD B &B
6. WATERING: SOAK ALL PLANTS IMMEDIATELY AFTER PLANTING. CONTINUE REGULAR SUPPLEMENTAL WATERING THEREAFTER
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AS NECESSARY UNTIL FINAL ACCEPTANCE. GA 3 Thuja Standishii x Green Giante 6' Ht x 4' SPD B &B
7. SMOOTH PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS plicata Arborvitae
BEEN APPLIED. RC 5 Juniperus Virginiana Eastern Red Cedar 6' Ht x 4' SPD B &B
CM 26 Lagerstromeia Indica Crapemyrtle 1.5" Cal.; 6' Ht B &B Multistem
FH 11 Ilex Fosteri Foster Holly 1.5" Cal.; 6' Ht B &B
KD 2 Cornus Kousa Kousa Dogwood 1.5" Cal.; 6' Ht I B &B
INSPECTION AND ACCEPTANCE SHRUBS
1. PERIODIC INSPECTIONS WILL BE MADE FROM TIME TO TIME BY THE ENGINEER TO REVIEW THE QUALITY AND PROGRESS OF GE 15 Euonymus Japonicus Golden Euonymus 2' HT x 2' SPD 3 GAL. Full, Specimen
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THE WORK. WORK FOUND TO BE UNACCEPTABLE MUST BE CORRECTED WITHIN FIVE (5) CALENDAR DAYS. REMOVE
REJECTED PLANTS AND MATERIALS PROMPTLY FROM PROJECT SITE. CL 17 Cleyera Japonica Cleyera 2' HT x 2' SPD 3 GAL. Full, Specimen
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2. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE OWNER AT LEAST TEN (10) DAYS
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PRIOR TO REQUESTED DATE OF INSPECTION FOR SUBSTANTIAL COMPLETION OF ALL OF PORTIONS OF THE WORK. ENGINEER SC 1 Camellia Sasanqua Sasanqua Camellia 2' HT x 2' SPD 3 GAL. Full, Specimen
WILL ISSUE A PUNCH LIST FOR WORK TO BE CORRECTED. ALL WORK IN THE PUNCH LIST MUST BE COMPLETED WITH IN FIVE
(5) WORKING DAYS FROM DATE OF INSPECTION. WHERE INSPECTED WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE LP 33 Loropetalum Chinense Loropetalum 2' HT x 2' SPD 3 GAL. Full, Specimen
REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE- INSPECTED BY ENGINEER AND FOUND TO BE
ACCEPTABLE.
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HH 12 Ilex crenata 'Helleri' Helleri Holly 1' HT x 1' SPD 3 GAL. Full, Specimen
3. CERTIFICATE OF SUBSTANTIAL COMPLETION WILL BE ISSUED FOR ACCEPTED WORK. IF PUNCH LIST ITEMS ARE ISSUED WITH
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THE CERTIFICATE, THEY MUST BE CORRECTED WITHIN FIVE (5) WORKING DAYS.
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BH 18 Ilex Cornuta Burfordi Dwarf Burford Holly 2' HT x 2' SPD 3 GAL. Full, Specimen
4. ONE -YEAR WARRANTY COMMENCES ON THE DATE OF ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION. Nana
'
5. FINAL ACCEPTANCE: ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION OF THE WORK IN TOTAL THE ENGINEER AND THE JH 8 Ilex Crenata Dwarf Japanese Holly 2' HT x 2' SPD 3 GAL. Full, Specimen
1"Compacta"
OWNER INSPECT THE WORK FOR FINAL ACCEPTANCE. UPON SATISFACTORY COMPLETION OF REPAIRS AND /OR
REPLACEMENTS THE ENGINEER CERTIFIES, IN WRITING, THE FINAL ACCEPTANCE OF THE WORK. THE FINAL ACCEPTANCE ORNAMENTAL GRASSES, PERENNIALS & GROUND COVER
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CERTIFICATION ISSUED BY ENGINEER WILL SERVE AS EVIDENCE THAT CONTRACTORS ONE -YEAR WARRANTY OBLIGATIONS HAVE
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PAC 20 Pachysandra Pach sandra 4" Ht x 4" SPD 3" Pots Full Plant 1'
BEEN MET. Y Y san
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NAN 5 Nandina Domestica Firepower Nandina 12" HT x 12" 1 GAL. Full, Specimen
"Firepower" SPD
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WARRANTY
1. WARRANTY: FOR A PERIOD OF ONE YEAR, FOLLOWING DATE OF SUBSTANTIAL COMPLETION, ALL SHRUBS, GROUNDCOVERS,
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AND GRASS AGAINST ANY DEFECTS (INCLUDING: DEATH AND UNSATISFACTORY GROWTH) AS DETERMINED BY THE ENGINEER.
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DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENON OR
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INCIDENTS BEYOND THE CONTRACTORS CONTROL ARE EXCEPTED. SHOULD QUESTIONS ARISE CONCERNING THE
RESPONSIBILITY OF REPLACEMENTS, THE ENGINEER WILL BE AVAILABLE FOR ARBITRATION PROVIDED THE OWNER AND
CONTRACTOR MUTUALLY DESIRE.
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2. REMOVE AND REPLACE SHRUBS, GROUNDCOVERS AND LAWN, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY
CONDITION DURING WARRANTY PERIOD AS DETERMINED BY ENGINEER OR OWNER. MAKE REPLACEMENTS AS SOON AS
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WEATHER CONDITIONS PERMIT.
3. REPLACEMENTS: MATCH ADJACENT SPECIMENS OF SAME SPECIES. REPLACEMENTS ARE SUBJECT TO ALL REQUIREMENTS
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STATED IN THE CONTRACT DOCUMENTS AND ARE SUBJECT TO INSPECTION BY ENGINEER PRIOR TO DIGGING.
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4. REPAIR GRADES, LAWN AREAS, PAVING AND ANY OTHER DAMAGE RESULTING FROM REPLACEMENT PLANTING OPERATIONS, AT
NO ADDITIONAL COST TO THE OWNER.
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5. REPLACEMENTS MADE DURING THE WARRANTY PERIOD OR FOLLOWING INSPECTION FOR FINAL ACCEPTANCE WILL CARRY AN
ADDITIONAL ONE -YEAR WARRANTY BEGINNING AT THE TIME OF REPLACEMENT.
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FILE NAME: L:\Projects\CONCO\2009021300cl\CADD\Plan Set \Concord Booster Pump Station\20090213- R- BPS2.dw -#### - May 1, 2012 - Chris Haigler
DViAK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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6.9'
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COURSE COURSE
NOTE:
SEE SPECIFICATIONS AND GEOTECH REPORT FOR
UNDERCUTTING AND BACKFILL REQUIREMENTS.
DRIVEWAY PAVEMENT SECTION DRIVEWAY GRAVEL SECTION
NOT TO SCALE NOT TO SCALE
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NOTES:
1. PROVIDE ENDWALL WHERE STORM SEWERS DISCHARGE TO SURFACE.
2. PROVIDE CHILDPROOF BAR SCREENS ON OPEN PIPES.
3. FOR PIPE SIZES LESS THAN 36" CONSTRUCT WING WALL TO
DIMENSIONS FOR 36" PIPE DIAMETER AS PROVIDED.
OVERFLOW /DRAIN
ENDWALL DETAIL
TOP RAIL
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1. GUARD STAKE REQUIRED AT CLEAN OUT LOCATION UNTIL
LANDSCAPING IS COMPLETED
4" YARD PIPING CLEANOUT
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ALUMINUM HATCH W /SINGLE
LEAF CONSTRUCTION
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SECURED TO TOP OF HATCH
SEE NOTE 9
2" CONDUIT FOR WIRIN
3" CONDUIT FOR
CHEMICAL /SAMPLE LINES
1/2- TUBING TO
CHLORINE ANALY2-
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3" CONDUIT FOR
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ALUMINUM HATCH W /SINGLE
LEAF CONSTRUCTION
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CHEMICAL FEED QUILL
IA. PRECAST CONCRETE
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I
NOTES:
1. MANHOLE SHALL BE RATED FOR NCDOT SH -20 LOADING
2. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH
3. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857
4. REBARS SHALL BE GRADE 60 PER ASTM 185
5. DIAGONAL REINFORCING SHALL BE ADDED TO ALL OPENINGS
6. TOP TO BE 4" ABOVE GROUND IN YARD
7. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUM RUBBER JOINT MASTIC
8: CONDUIT TO BE SEALED WITH EXPANDABLE SEALER
9. HATCH TO INCLUDE WEATHERPROOF SIGN LABELED "CONFINED SPACE ENTRY". SIGN TO BE
RIVETED TO HATCH.
CHEMICAL FEED MANHOLE DETAIL
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!) DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-W74
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20090213.00.CL

011me
(JI _ E VFD
i
4" PVC FLOOR
DRAIN PIPING
(SEE SITE PLAN
DWG G.01 FOR
CONTINUATION)
26
(9/4
n � • n � n I � rh 'LIMIT OF PIPING FOR
PUMP SKID
LOUVER (TYP.) GANTRY CRANE OUTER GANTRY CRANE CLEAR
TRAVEL PATH LIMIT SPACE LIMIT (TYP.)
(TYP.) C
53' -4�„ N.
BOOSTER PUMP STATION #1 EQUIPMENT LAYOUT
8' -11"
i
10' -1"
NO.
ITEM DESCRIPTION
QTY.
NO. ITEM DESCRIPTION
QTY.
NO. ITEM DESCRIPTION
QTY.
1
SKID
1
19
POWER DISTRIBUTION SWITCHBOARD (66 "Lx30 "D)
1
37
4" CONDUIT — ELECTRICAL
4
2
24"0 SUCTION — 150# FLANGED
1
20
0 -160 PSI PRESSURE GAUGE (DISCHARGE)
1
38
0.75" CONDUIT — ELECTRICAL
4
3
20 "0 DISCHARGE — 150# FLANGED
1
21
4.5" 0 -100 PSI PRESSURE GAUGE (SUCTION)
1
39
2" CONDUIT — ELECTRICAL
4
4
300 HP SPLITCASE PUMP 1800 RPM ODP PE
2
22
4.5" 0 -160 PSI PRESSURE GAUGE (EACH DISCHARGE PUMP)
4
40
1.5" CONDUIT — ELECTRICAL
1
5
40 HP SPLITCASE PUMP 1800 RPM ODP PE
1
1 23
4.5" 0 -160 PSI PRESSURE GAUGE (EACH SUCTION PUMP)
4
41
4 "0 90• BEND (FLxFL)
2
6
12" BUTTERFLY VALVE AWWA
4
24
NOT USED
—
42
4 "0 90• BEND PVC
2
7
12" FLEX COUPLING EPDM
4
25
NOT USED
—
43
4 "0 45• BEND PVC
3
8
12" SWING CHECK VALVE LEVER WEIGHT
4
26
SERVICE RATED AUTOMATIC TRANSFER SWITCH (48 "x48 ")
1
44
4 "x4 "x4" TEE PVC
7
9
14" BUTTERFLY VALVE AWWA
6
27
SCADA EQUIPMENT
1
45
1 4" FLOOR DRAIN ASSEMBLY
8
10
14" FLEX COUPLING EPDM
5
28
240/120V TRANSFORMER
1
46
12" BLIND FLANGE
1
11
14" SWING CHECK VALVE
1
29
GEN SET REMOTE ANNUNCIATOR
1
47
10" BLIND FLANGE
1
12
8" SURGE ANTICIPATOR /PRESSURE RELIEF VALVE
1
30
240/120V BRANCH CIRCUIT PANEL "P1"
1
48
10 "0 PIPE SPOOL
1
13
8" BUTTERFLY VALVE AWWA
2
31
480/3 BRANCH CIRCUIT PANEL 'H1"
1
49
30 "0 PENETRATION SEAL
2
14
4" AIR RELEASE /VACUUM VALVE
2
32
DISMANTLING JOINT
1
50
1 VFD PANEL (3'x3')
1
15
SUCTION /DISCHARGE TRANSDUCER
2
33
24" 90• BEND (FLxFL)
1
51
4 "0 22-1/2* BEND PVC
2
16
NOT USED
—
34
30 "x24" REDUCING 90• BEND (FLxFL)
1
52
CHLORINE RESIDUAL METER
1
17
PLC CONTROL PANEL
1 1
35
20"x30" REDUCING 90• BEND (FLxFL)
1
53
FLOOR DRAIN ASSEMBLY W/ RAISED LIP
1
18
VFD PANEL (96.5 "Lx24.2 "Dx96 "H)
1 2
36
30" 90• BEND (MJxMJ)
2
. W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR
FILE NAME: L:\ Projects \CONCO \2009021300cl \CADD \Plan Set\Albemarle Booster Pump Station\20090213 Albemarle BPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
, MARKED WITH AN ORIGINAL
,TRUE
3 DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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FILE NAME: L:\ Projects \CONGO \2009021300cl \CADD \Plan Set\Albemarle Booster Pump Station \20090213 Albemarle BPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
BOTTOM CHORD OF
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
TRUSS
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
MANUAL CHAIN HOIST
NC. UCENSE NO. F-0374
1�0�•O`i ESS,�
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45
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8' -118"
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MIN. 18" DEEP AND 1%
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2' -34"
NOTE:
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AT A MIN. OF PER
FOOT.
2. WEEP HOLES SHALL BE PROVIDED THROUGH GROUT BETWEEN
* *SEE SHEET ENA FOR EQUIPMENT TAG DESCRIPTIONS
SKID BASE AND FLOOR DRAINS.
MANUAL TROLLEY AND
CHAIN HOIST
GANTRY
CRANE
MANUAL TROLLEY AND
BOTTOM CHORD OF
CHAIN HOIST
GANTRY
CRANE
TRUSS
O O
0
0 0
14
41
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0
4" PIPE (FLxPE)
12
PAINTED TO MATCH
PAINTED TO MATCH
11 9
PUMP STATION PIPING
14 41
PUMP STATION PIPING
8 7 6
18
16' -11"
10
26
9
4' -0$"
2224
35
5 -324 g
1
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2' -5j"
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FF ELEV: 625.00
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44
10
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45
49
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SECTION
B
4" PVC FLOOR DRAIN
PIPING (TYP.)
42
1/4" = 1' -0" EN.2
42
36
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SECTION c
1/4)) =
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COPYRIGHT U, W.K. DIGKSUN & GU., ING. ALL KlLiH 15 Ht'tKVtU. HtYHUUUU I ILIA UN USC Ur I Ht UUN I tN 10 UI- 1 1115 UUUUMt1V 1; AUUI I IUIVA Uri UCLt I IUIV.7 I U 1 r110 UUUUMCN I , IIV VVr1ULC Uri IIV r7ir1 I , VVI 1 r1UU 1 VVril i I CIV uuimornm I UP VV.l\. L)jL'NAUIV 6c L'U., 114U., IJ rMUr1161 I CU. UIVLT tiurICA rrium I r1C UFSIumiAL Ur 1 MR-) UUUUMCIV 1 , MAHMLL) VVI I r1 AIV UNIU1I1AL t UNA1 UHt ANU JtAL SHALL tit I;UNbIUtHtU I U bt VALID, I HUt C:UVItS.
FILE NAME: L:\ Projects \CONGO \2009021300cl \CADD \Plan Set\Albemarle Booster Pump Station \20090213 Albemarle BPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. UCENSE NO. F-0374
1�0�•O`i ESS,�
— ' L SEAL ter;
0 061
Gm-
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PROJ. DATE: APR 2012
Q.C..
Q.C. DATE: -
DRAWING NUMBER:
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PROJ. NO.:
20090213.00.CL

GUPYHIUHI U, W.K. UIGKSUN ik GU., INL;. ALL HIUM 1 b HCJtHVCU. HCrMUUUt, 1 lUIV Uri uat Ur I nt UUIV I tN 1 a Ur 1 n10 UUUUMr_ v 1 ; /NUUI I IUIVO VH UCLr- I IUN0 I V I MIO UUUUIVICIV I , IN VVnvLr- Vn ❑V rmn i , VV1 1 nVu 1 VVn1 1 1 my trVIVAGIV 1 Vr VY.t\. UIli1\oVIV oc Lou., !mV ., IA rnunlol 1 CU. UIVLT Uumao mum 1 nC UrSIl710ViL Ur I nlo, UVliummm I , mHHntU m 1 n AN UHItaINAL NUNA I Wit ANU JtAL br1ALL Ut UUN511JtHt1J 1U bt VALIU, i HUL C;UPILS.
FILE NAME: L: \Projects \CONCO\2009021300cl \CARD \Plan Set\Albemarle Booster Purne Station \20090213 Albemarle BPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
MANUAL TROLLEY AND
NC. LICENSE NO. F-0374
9
SEAL
BOTTOM
CHORD OF
.,
CHAIN HOIST
GANTRY
CRANE
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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20090213.00.CL
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26
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18
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4" PIPE (FLxPE)
3
2224
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41
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4
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EN.3
GUPYHIUHI U, W.K. UIGKSUN ik GU., INL;. ALL HIUM 1 b HCJtHVCU. HCrMUUUt, 1 lUIV Uri uat Ur I nt UUIV I tN 1 a Ur 1 n10 UUUUMr_ v 1 ; /NUUI I IUIVO VH UCLr- I IUN0 I V I MIO UUUUIVICIV I , IN VVnvLr- Vn ❑V rmn i , VV1 1 nVu 1 VVn1 1 1 my trVIVAGIV 1 Vr VY.t\. UIli1\oVIV oc Lou., !mV ., IA rnunlol 1 CU. UIVLT Uumao mum 1 nC UrSIl710ViL Ur I nlo, UVliummm I , mHHntU m 1 n AN UHItaINAL NUNA I Wit ANU JtAL br1ALL Ut UUN511JtHt1J 1U bt VALIU, i HUL C;UPILS.
FILE NAME: L: \Projects \CONCO\2009021300cl \CARD \Plan Set\Albemarle Booster Purne Station \20090213 Albemarle BPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
9
SEAL
- 0320 1 d
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HOR. DATUM: NC GRID (NAD 83)
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34' -0" 3
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TRAVEL PATH LIMIT
(TYP. )
NO.
ITEM DESCRIPTION
QTY.
1
SKID
1
2
24 "0 SUCTION - 150# FLANGED
1
3
20 "0 DISCHARGE - 150# FLANGED
1
4
300 HP SPLITCASE PUMP 1800 RPM ODP PE
2
5
100 HP SPLITCASE PUMP 1800 RPM ODP PE
1
6
12" BUTTERFLY VALVE AWWA
4
7
12" FLEX COUPLING EPDM
4
8
12" SWING CHECK VALVE LEVER WEIGHT
4
9
14" BUTTERFLY VALVE AWWA
6
10
14" FLEX COUPLING EPDM
5
11
14" SWING CHECK VALVE
1
12
8" SURGE ANTICIPATOR /PRESSURE RELIEF VALVE
1
13
8" BUTTERFLY VALVE AWWA
2
14
4" AIR RELEASE /VACUUM VALVE
2
15
SUCTION /DISCHARGE TRANSDUCER
2
16
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-
17
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1
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NO. ITEM DESCRIPTION
QTY.
18
VFD PANEL (96.5 "Lx24.2 "Dx96 "H)
2
19
POWER DISTRIBUTION SWITCHBOARD (66 "Lx30 "D)
1
20
0 -160 PSI PRESSURE GAUGE (DISCHARGE)
1
21
4.5" 0 -100 PSI PRESSURE GAUGE (SUCTION)
1
22
4.5" 0 -160 PSI PRESSURE GAUGE (EACH DISCHARGE PUMP)
4
23
4.5" 0 -160 PSI PRESSURE GAUGE (EACH SUCTION PUMP)
4
24
NOT USED
-
25
NOT USED
_
26
14" MAGNETIC FLOW METER (TO BE PLACED PER MANUFACTURER SPECIFICATIONS)
1
27
SERVICE RATED AUTOMATIC TRANSFER SWITCH (48 "x48 ")
1
28
SCADA EQUIPMENT
1
29
240/120V TRANSFORMER
1
30
GEN SET REMOTE ANNUNCIATOR
1
31
240/120V BRANCH CIRCUIT PANEL "P1"
1
32
480/3 BRANCH CIRCUIT PANEL "H1"
1
33
DISMANTLING JOINT
1
34
24" 90• BEND
1
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NO. ITEM DESCRIPTION
QTY.
35
30 "x24" REDUCING 90• BEND (FLxFL)
1
36
30 "x20" REDUCING 90• BEND (FLxFL)
1
37
30" 90• BEND (MJxMJ)
2
38
4" CONDUIT - ELECTRICAL
4
39
.75" CONDUIT - ELECTRICAL
4
40
2" CONDUIT - ELECTRICAL
4
41
1.5" CONDUIT - ELECTRICAL
2
42
4 "0 90• BEND (FLxFL)
2
43
4 "0 90• BEND PVC
2
44
4 "0 45• BEND PVC
2
45
4 "x4 "x4" TEE PVC
7
46
4" FLOOR DRAIN ASSEMBLY
8
47
10 "0 PIPE SPOOL
1
48
30 "0 PENETRATION SEAL
1
49
VFD PANEL (3'x3')
1
50
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1
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Q.C.:
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PROJ. NO.:
20090213.00.CL

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUGI IUN UK U5t UI- 1 HE GUN I EN 15 OF I His UUGUMEN 1; AUDI I IUN5 UH ULU:I IUNS 1 U I HI5 UUGUMrN I , IN WHULt UK IN VAti I , WI I HUU I VVH1 I 1 tN UUNStN I Ut' W.K. UIUKZ)UN & GU., INU., IZ:� I'HUHIt91 I tU. UNLY l;Ut -Itb MUM 1 tit UNUINAL Ut' 1 H16 UUUUMtN I , MANKtU WI I H AN UHMINAL SI(aNA I UHt ANU StAL SHALL tit GUNSIUtKtU I U tit VALID, I HUt GUPIES.
FILE NAME: L:\ Pro 'ects \CONCO\2009021300cl \CADD \Plan Set \Concord Booster Pum2 Station \20090213 ConcordBPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
BOTTOM CHORD OF
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
TRUSS
NC. LICENSE NO. F-0374
e�'� :H C ARO/ `/
• . . /._
4 SEAL
MANUAL CHAIN HOIST
• 1 ..
�GINEti ¢�����
GANTRY CRANE
PROFESSIONAL SEAL
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VERT. DATUM: NAVD 88
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20090213.00.CL
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a
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—
EN.S
3 — g �-
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NOTE:
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BETWEEN SKID BASE AND FLOOR DRAINS.
* *SEE
SHEET EN.4 FOR EQUIPMENT
TAG DESCRIPTIONS
BOTTOM CHORD OF
MANUAL TROLLEY AND
TRUSS
CHAIN HOIST
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MANUAL TROLLEY AND
CHAIN HOIST--\
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SECTION
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EN.5
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1/4" = 1 > - 0" E N 55
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUGI IUN UK U5t UI- 1 HE GUN I EN 15 OF I His UUGUMEN 1; AUDI I IUN5 UH ULU:I IUNS 1 U I HI5 UUGUMrN I , IN WHULt UK IN VAti I , WI I HUU I VVH1 I 1 tN UUNStN I Ut' W.K. UIUKZ)UN & GU., INU., IZ:� I'HUHIt91 I tU. UNLY l;Ut -Itb MUM 1 tit UNUINAL Ut' 1 H16 UUUUMtN I , MANKtU WI I H AN UHMINAL SI(aNA I UHt ANU StAL SHALL tit GUNSIUtKtU I U tit VALID, I HUt GUPIES.
FILE NAME: L:\ Pro 'ects \CONCO\2009021300cl \CADD \Plan Set \Concord Booster Pum2 Station \20090213 ConcordBPS - Main Building.dwg - # # ## - May 1, 2012 - Chris Haigler
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
e�'� :H C ARO/ `/
• . . /._
4 SEAL
0 2061
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20090213.00.CL

L;Ut'YHIUH 1 V, W.K. UIUKJUN lk UU., 11MU. ALL MUM 10 tltacnvCU. ncrnvUUU I Ivry vn vac yr i nc I cry i a yr I nla Uvt,UIVICIV I , rwvl I Ivlva vn UcLC I Ivlva I v I n10 vU%,Ulvlcly I , I1v vvnvLC vn nv I-Mn I , VV I I nvU I Vvnl I i GIV %,UIVoGIV 1 Ur vv.r\. (X vv., uv�,., 10 rnUrlml I mu. UIVLi %aurlco rnUlvl I nc VntulIM iL yr I n1a Uvi,vlwcly I , IVIArlrncU VVI I n HIV UnIU1110AL 01UN/A l UHt AIVU OMAL %)NALL tit UUMAUCHCU I U tat VALID, I HUt UUVItS.
FILE NAME: L:\ Pro 'ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 ConcordBPS - Main Building.dwg - # # ## - May 1, 2012 -Chris Haigler
K
MDIC KSDN
community infrastructure consultants
Transportation + Water Resources
BOTTOM CHORD OF
616 Colonnade Drive
MANUAL TROLLEY AND
Charlotte, North Carolina
(v) 704.334.5348
TRUSS
MANUAL TROLLEY AND
(fl 704.334.0078
CHAIN HOIST
www.wkdickson.com
GANTRY CRANE
NC. LICENSE NO. F -0374
�ZN CARo
CHAIN HOIST GANTRY CRANE
LL
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L;Ut'YHIUH 1 V, W.K. UIUKJUN lk UU., 11MU. ALL MUM 10 tltacnvCU. ncrnvUUU I Ivry vn vac yr i nc I cry i a yr I nla Uvt,UIVICIV I , rwvl I Ivlva vn UcLC I Ivlva I v I n10 vU%,Ulvlcly I , I1v vvnvLC vn nv I-Mn I , VV I I nvU I Vvnl I i GIV %,UIVoGIV 1 Ur vv.r\. (X vv., uv�,., 10 rnUrlml I mu. UIVLi %aurlco rnUlvl I nc VntulIM iL yr I n1a Uvi,vlwcly I , IVIArlrncU VVI I n HIV UnIU1110AL 01UN/A l UHt AIVU OMAL %)NALL tit UUMAUCHCU I U tat VALID, I HUt UUVItS.
FILE NAME: L:\ Pro 'ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 ConcordBPS - Main Building.dwg - # # ## - May 1, 2012 -Chris Haigler
K
MDIC KSDN
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
�ZN CARo
LL
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-
DRAWING NUMBER:
ENm6_
PROJ. NO.:
20090213.00. C L

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TU I HIS DUCUMEN I , IN WHULE UK IN PAR I , WI I HUU I VVHI I I tN CUNStN I UI- W.K. UICKSUN & CU., INC., I5 VHUHIbI I tU. UNLY CUPItS hHUM I Ht UHIUINAL UI I HI5 UUL;UMtN 1, MAHKtU WI I H AN UHILANAL 51UNAI URt ANU StAL SHALL tit GUN5IUtHtU I U tit VALID, I RUE COPIES.
FILE NAME: L: \Pro ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 ConcordBPS - Chlorine Building.dwg - # # ## - May 1, 2012 - Chris Haigler
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
e�� �•H C AR p''%
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Q.C.: _
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ENm7
PROJ. NO.:
BOARD
i
g,_6„
i
8' -0"
{
TANK (TYP OF 2)
EXHAUST
i .....
(SEE CHART —THIS SHEET)
FAN
O
CONCRETE BASE
(SEE CHART —THIS SHEET)
PUMPS (TYP
LEVER
HEATER
OF 2)
LEFT ELEVATION
FRONT ELEVATION
RIGHT ELEVATION
REAR ELEVATION
1/2 $)=1 ' — 0"
1/2 f)=1 ' — 0"
1/2 " =i ' - 0"
1/2 1P=1' - 0"
4,000 PSI
AIR
#4 BARS 12"
OC
ENTRAINED
CONCRETE
MAX. EACH WAY
(TYP.)
2-1/2" CLR.
0' -6" MIN.
(TYP.)
0' -6" MIN.
TOP OF CONC.
—}—
O
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o 0
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O O O' O O O O
O 1' -6"
1 if CPVC SCH 80
VENT TO TANK
0
�°
6" MIN.
CRUSHER RUN
STONE
TANK SIZE (GAL)
TANK DIMENSIONS TANK
BASE DIMENSIONS 1
8" 6'
(2) #4 BARS (TYP.)
BPS #1 65
26) sOx43" TALL 2'-
10"x5'- 2"x2' CONCRETE
PAD SECTION
(BUILDIN.Gj
BPS #2 85
34 "Ox38" TALL 3'-
6 "x6' -6 "x2'
1/2 —0))
8, — 0„
LIGHT
CONCRETE BASE
100 C.C.
(SEE CHART —THIS SHEET)
CALIBRATION COLUMN
10,
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10 "x10" INTAKE
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-6"
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SCHEMATIC
N.T.S.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TU I HIS DUCUMEN I , IN WHULE UK IN PAR I , WI I HUU I VVHI I I tN CUNStN I UI- W.K. UICKSUN & CU., INC., I5 VHUHIbI I tU. UNLY CUPItS hHUM I Ht UHIUINAL UI I HI5 UUL;UMtN 1, MAHKtU WI I H AN UHILANAL 51UNAI URt ANU StAL SHALL tit GUN5IUtHtU I U tit VALID, I RUE COPIES.
FILE NAME: L: \Pro ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 ConcordBPS - Chlorine Building.dwg - # # ## - May 1, 2012 - Chris Haigler
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
e�� �•H C AR p''%
J6 4- -,
r
• a� SEAL
O 061
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PROFESSIONAL SEAL
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PROJ. DATE: APR 2012
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ENm7
PROJ. NO.:
20090213.00.CL

1�
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRUDUUTIUN UK USE OF I HE UUNTEN I S OF THIS UODUMENT; ADDITIONS UH DELI: I IONS tU I HIS UUUUMEN 1, IN WHULE UK IN PAH I , WI 1 HUU i VVHI I I EN L;UNSEN I OF W.K. UIUKSUN & l;U., INU., IS PHUHIbI 1 EU. UNLY UUPItS t-KUM I HE UHIUINAL U.F I HIS UUUUMEN 1, MAHKEU WI I H AN UHIUINAL 61UNA IUKL AND SEAL SHALL bt UUNSIDEHEU I U 13E VALID, TRUE UUPIES.
FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - Concrete Tank.dwg - # # ## - May 7, 2012 - Daryl Curry
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
ACCESS HATCH WITH
(f) 704.334.0078
www.wkdickson.com
50" FIBERGLASS
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NOTES:
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6 E A L
FIBERGLASS COVER
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S
�19�f' •GIN ., \�\�
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VENTILATOR
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VERT. DATUM: NAVD 88
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SUPERVISION OF NOZZLEMEN CERTIFIED BY THE
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N
BY AN ELECTRONIC DIRECT — READING STRESSOMETER
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INTERIOR FIBERGLASS
LADDER WITH
SS B
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Q.C. DATE:
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PROJ. NO.:
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ACCESS HATCH
WITH
VALVE EN.9
SEAL FROM BOTTOM TO TOP BY
FIBERGLASS COVER
�
EPDXY INJECTION. NO HORIZONTAL
JOINTS ALLOWED.
5
1 " COVER OVER STEEL SHELL DIAPHRAGM
PRESTRESSED COMPOSITE WALL:
2g2•
STEEL SHELL / SHOTCRETE CONSTRUCTION
0
EL. LWL 777.50
$» DOME PROBE
O
0
_
EN.9 CURB, TYP OF 2
283,
Q
76<
MIN. LWL 776.50
d°-
65'0" INSIDE DIAMETER
SOFT BROOM FINISH INSIDE AND OUTSIDE,
rG
RIPPLE PATTERN ACCEPTABLE INSIDE
30" DIP OUTLET
EN.9
270°
90'
- CORE WALL TO TAPER FROM BOTTOM
F FIBERGLASS LIQUID
I 50" FIBERGLASS
TO TOP, PER TANK MANUFACTURER DESIGN.
N.1 LEVEL INDICATOR
, 0
EN.9 VENTILATOR
w EL. 761.50 SS WALL MANHOLE
MIXER
d-
ROPNO vG \ON
EL. FIN. FL. 757.50
PRCI DNS R
PER MFG.
12" MIN.
FOR ON
/4"
CONCRETE FLOOR. THICKNESS 12" THICK CABC
AND REINFORCING PER MFG.
PERFORATED CORRUGATED
DESIGN. SOFT BROOM FINISH. SEE SPECIFICATIONS AND
DPE DRAIN PIPE WITH FILTER
GEOTECH REPORT FOR
#675 PRECAST CONCRETE
OCK BEDDED WITH #57
UNDERCUT AND BACKFILL
EN.9 j OVERFLOW (5 REQ.)
O
WASHED STONE SLOPED TO
DRAIN TO DAYLIGHT
REQUIREMENTS
TYPICAL WALL SECTION
NTS
co
0
PLAN-
NTS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRUDUUTIUN UK USE OF I HE UUNTEN I S OF THIS UODUMENT; ADDITIONS UH DELI: I IONS tU I HIS UUUUMEN 1, IN WHULE UK IN PAH I , WI 1 HUU i VVHI I I EN L;UNSEN I OF W.K. UIUKSUN & l;U., INU., IS PHUHIbI 1 EU. UNLY UUPItS t-KUM I HE UHIUINAL U.F I HIS UUUUMEN 1, MAHKEU WI I H AN UHIUINAL 61UNA IUKL AND SEAL SHALL bt UUNSIDEHEU I U 13E VALID, TRUE UUPIES.
FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - Concrete Tank.dwg - # # ## - May 7, 2012 - Daryl Curry
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
0
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•
6 E A L
32061
• N
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PROJ. NO.:
20090213.00.CL

33
30" DIAMETER FIBERGLASS
FLARE (56.7" MIN WEIR DIAMETER)
27'6" RADIUS
7 EL. LWL 777.50
ADD AN EXTRA MAT OF RESTEEL
IN SAME PLANE AS FLOOR STEEL:
#4 AT 8" EACH WAY, EXTEND 24" MIN.
C PIPE BRACKET -\ INTO TYPICAL THICK FLOOR SECTION
E (2 REQ.)
PER MFG.
ik EL. FIN. FL. 757.510
PER TANK MFG.
Q . a a 6" MIN.
' 4 G 4
a'
21611 w
a , a WATERSTOP RING
a _ 4 a a•
OIL EL. 748.50
a
a d
•; G
34'0" RADIUS TO A
END OF ENCASEMENT
A 30" DIP INLET
EN.9
6" MIN. CONCRETE
ENCASEMENT
2" BOSS, \
TYP.
C PIPE BRACKET
EN.9 (2 REQ.)
8" MIN.[
a <,
,WATERSTOP RING-
<'
'
EL. 754.50
4<1 '
4 4 4 y
27'6" RADIUS
THREE PIECE VALVE
BOX WITH CONCRETE ADD AN EXTRA MAT OF RESTEEL
PROTECTOR IN SAME PLANE AS FLOOR STEEL:
4'0" DIA. x 3" DEEP #4 . AT 8" EACH WAY, EXTEND 24" MIN.
DISH SUMP INTO TYPICAL THICK FLOOR SECTION
12" GATE VALVE
30" DIAMETER FIBERGLASS
FLARE (56.7" MIN WEIR DIAMETER)
OiLEL. MAX. HWL 797.50
30 "x24" REDUCER
27'6" RADIUS
V
ADD AN EXTRA MAT OF RESTEEL
IN SAME PLANE AS FLOOR STEEL:
#4 AT 8" EACH WAY, EXTEND 24" MIN.
INTO TYPICAL THICK FLOOR SECTION
611 EL. FIN. gL
4" —
6" MIN.
. 2'6»
4<
6" MIN. CONCRETE
ENCASEMENT
34'0" RADIUS TO
END OF ENCASEMENT
0 24 FLARED OVERFLOW
EN.9
REMOVABLE SILT t
STOP 6 "ABOVE
TANK FLOOR
8" MIN. 4"
' `1'. 4 ` 4
ti
4 4. `'4 6" MIN.
4 <
< 4
`'' 4. 4: `, .. <� u 21611
OgLWATERSTOP RING
EL. 754.50
< 4
!
L. FIN. FL. 757.50
6" MIN. CONCRETE
ENCASEMENT
34'0" RADIUS TO
END OF ENCASEMENT
B 12" DIP DRAIN
EN.9
TANK WALL
PLAN
f21111134161r,
X
Q
s
2 x D
0
MUM CONCRETE ENCASEMENT
NOTE: FLARE ENCASEMENT
AT TANK WALL TO
PREVENT UNDERMINING
8" MIN. 2 x D EL. FIN. FL. 757.50
7'6
6
MIN.
<,
D<<
PIPE
ELEVATION T
E TYPICAL PIPE ENCASEMENT AT WALL
EN.9
27'6" RADIUS 2 M, N. 3�1
PRECAST OVERFLOW
7• 1'7" >
EXTEND PIPE 6" ADD AN EXTRA MAT OF RESTEEL OPENING LAP MIN' N
ABOVE TANK FLOOR IN SAME PLANE AS FLOOR STEEL: 675 SO. IN. ss• �P
74°
#4 AT 8" EACH WAY, EXTEND 24" MIN. 82°
INTO TYPICAL THICK FLOOR SECTION 3 - #4 HOOPS AT 4 "t
DOME WWF
PER MFG.
EL. FIN. FL. 757.50 to TANK DOME
PER TANK MFG. OIL EL. TOW 797_50 1 a" 14 - #3 DOWELS
a 611 MIN. CAULK
a c a a - ALL AROUND
c a
21611 #4 DOWEL N
a WATERSTOP RING a' N '
a m 8 a SHIM AS REQUIRED `,
4
AL EL. 748.50
7 24/24 POLYESTER
MESH REMOVABLE n `�
a o SCREEN
• N
6" MIN. CONCRETE NOTES:
ENCASEMENT 1. KEEP SHOTCRETE REBOUND CLEANED
OFF OF OVERFLOW. 4' -6"
34'0" RADIUS TO 2. LEAVE PLYWOOD COVER IN PLACE .-
END OF ENCASEMENT UNTIL ALL SHOTCRETING IS COMPLETE. #4 DOWEL
" to 30 DIP OUTLET #675 PRECAST CONCRETE OVERFLOW
� " EN.9
EN.9 (5 REQ.)
, INC. ALL
MENT;
, IN WHOLE OR IN PART,
& CO., INC., IS PROHIBITED. ONLY
M
N
24/24 MESH
POLYESTER SCREEN
FASTEN WITH
GLUE
4'711 0
MIN.
LAP
2 - #4 HOOPS—
SS HOIST HOOK
(4 REQ. AT 90')
BOTTOM COVERED WITH 24/24
MESH POLYESTER REMOVABLE
SCREEN
1/2" x 2 3/4" SS EXPANSION ANCHORS,
SEALED WITH EPDXY (4 REQ.)
—1 /2" x 1 1/4" SS BOLTS (2 REQ.)
OUTSIDE 1 1/4" DIA. SCH. 40 SS PIPE,
INSIDE 1 " DIA. SCH. 40
1/2" x 1 1/4" SS BOLTS (4 REQ.)
24" DIP OVERFLOW /30" DIP INLET
2 1/2" x 1/4" SS STRAP
PIPE BRACKET (2 REQ.)
ULTRASONIC LEVEL
SENSOR
PRECAST CURB
#3 HOOPS
#3 DOWELS
6" PVC PIPE x 1'6"
LONG, FL —PE
C-2 — #4 HOOPS
AT 3 "t I 1'3° 11,7„ 11 _'s° 11,7„
CC� MIN. (�'j MIN.
LAP LAP
NOTE: PLACE PIPE PLUMB
F 8" DOME PROBE CURB
EN.9
6'4"
10 SCREENED OPENINGS 1'2" HIGH X 1'1 1/2" WIDE
RIMS LAMINATED TO
HEAD CONTINUOUSLY
4"
211
2
50" FIBERGLASS VENTILATOR
EN.9
1/4" x 2 1/4" SS
EXPANSION BOLT WITH
WASHER (6 REQ.)---1
CAULK ALL AROUND
CONCRETE
CURB
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(> 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
AR 0'��,�
2 °•'�F� SS16.4--
= SEAL
+)3 61 =
• -
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VERT. DATUM: NAVD 88
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EN,9
PROJ. NO.:
20090213.00.CL

13V" FIELD DRILL BACKING PLATE (2 REQ.) THIS SIDE TO TOP OF DOME --,,",,
LADDER RISER
4'0" 4'0" 1 �0
4'0" ONLY II 1/4" x 3" SSHHMB
EDGE OF DOME BAND » °D (4 REQ.) 7'0" x 7'0" FIBERGLASS COVER
6" x 1/4" CURB WITH 2" MIN. RETURN
BRACKET (2 REQ.) 2 -4" x 4" SS HINGES W/4 -1/4"
- EX ANSION ANCHOR EACHIHINGES BOLTS W /LOCKNUTS
SELF CLOSING GATE cal 7/16" HOLE (4 REQ.)
N ^ 1/2" x 2" RUBATEX INSECT
0O 0 ADJUSTABLE o BARRIER CONTINUOUS
LADDER AND
00 WALL BRACKET
1" DIA. SOLID FG BAR 3'7" x 4'4" FIBERGLASS COVER W/
RUNG. BOND WITH EPDXY A INTEGRALLY MOULDED FIBERGLASS
i� 8" DOME PROBE CURB FOR 1/8" x 2" SQ. FG STIFFENERS AND 2" MIN. RETURN
3/8" DIAMETER SS LOCKABLE HASP
- o ^ ULTRASONIC LEVEL, FLOATS,
• TUBE RISER PROTRUDES 3" ABOVE HATCH
1/4" x 2 1/4" SS 6 1/2"
MIXER CABLES (TYP.) EXPANSION ANCHOR
TOE -BOARD ^ o M
BRACKET (4 REQ.) L � ^ -I STAINLESS STEEL SAFETY
SEE Ile) RAIL WITH EXTENSION KIT
1/4' x 4" ALUMINUM - - NOTE C\l a ____ #28 DOWELS W 12"
TOE-BOARD (ONE
5 0� ( $ "Lr„_
EACH 1'4" LONG AND ^ ^ 4'1° �* 110
10'0" LONG) `� rn
I� N O O N
N �2" BOSS
6'0"
#4 HOOPS
ADJUSTABLE FLANGE, TYP. FIBERGLASS ACCESS CONNECTING o 7's" 8'6" II s's"
(17 REQ.) HATCH COVER PIN, TYP. �° �
PLAN (6 CORNERS) $„ 8„
5" TYP. 8 8
BASE BRACKET 1's" o `
(2 PAIR REQ.) 8 8
0 Iti
NOTES:
1. USE HIGH TENSILE
ALUMINUM ALLOY
FITTINGS
2. USE 1 1/2" SCHEDULE
40/6061 -T6
ALUMINUM PIPE
3. TOE- BOARDS TO BE
6061 -T6 ALUMINUM
4. USE SS EXPANSION
ANCHORS
5. 316 SS CHAIN WITH
CLASS "D" HOOK AT
ONE END x 2'6" LG.
NEOPRENE PAD AT ALL
FLANGES, TYP. (17 REQ.)
AND AT ALL TOE -BOARD
BRACKETS, TYP. (4 REQ.)
ELEVATION.
ALUMINUM HANDRAIL
N.1
3 - #4 AT 3" EACH
SIDE OF MANHOLE
AND ACROSS TOP
(6 REQ. 6'6" LONG)
3 REQ. 8'6" LONG)
OUTSIDE
PERMATEX AND GASKET -\
N
NOTE:
MANHOLE PROVIDES
A RECTANGULAR
OPENING
1'5" x 4'4"
ao 'n
316 SS BOLTS —
1/2 "t CHAMFER
II
3 - #4 AT 3" EACH SIDE
OF MANHOLE AND ACROSS
TOP AND BOTTOM
(6 REQ. 6'6" LONG)
6 REQ. 8'6" LONG)
INSIDE
ELEVATION 761.50
316 STAINLESS STEEL
FRAME & COVER
BUILD UP SHOTCRETE ALL
• AROUND MANHOLE ON
OUTSIDE INSIDE FACE
VERTICAL RESTEEL •
PRESTRESSING WIRES STEEL SHELL DIAPHRAGM
COVER COAT OVER WASH MANHOLE AND DIAPHRAGM
PRESTRESSING WIRES WELL TO INSURE GOOD BOND
1/2" CLEAR FOR SPRING
ELEVATION PLAN
STAINLESS STEEL WALL MANHOLE
N.1
CO., INC. ALL
�.. ...� ...�� ... JN
FIELD DRILL ADJ.
FLANGES AND INSERT
5/16" x 2" -LONG
304 SS DOWEL PIN, TYP.
1
EL. FIN.
FL. 757.50
SIDE VIEW FRONT VIEW
NOTE: 1/4" X 2" FLAT BAR FIBERGLASS CROSS -BRACE TO
BE PROVIDED FOR BRACING WALL BRACKET
SUPPORTS ON EVERY BRACKET.
e INTERIOR FIBERGLASS LADDER
N.1 WITH SS SAFETY RAIL
ALUMINUM
TS SAFETY
RAIL
3/8" x 4" BRACE—
1/4" x 4"
BAND
TOP, MIDDLE
AND BOTTOM --�
II�U
O
i�
II J
V
II
LOCKABLE
SECURITY GATE
6
3
DIMENSION SCHEDULE
A
38'10"
D
>20'
B
1'2" MAX.
I E
1 7' MIN. 8' MAX.
C
2'6"
F
3'10" CLEAR MAX.
AFTER INSTALLATION FIELD DRILL
ADJUSTABLE FLANGES AND INSERT
5/16" x 2" LONG 304 SS DOWEL PIN, TYP.
ADJUSTABLE
FLANGE
1/2" x 2 3/4" 316 SS
EXPANSION ANCHOR
TOOLED JOINT
1 1/2" THICK x
2'6" WIDE BOSS FULL
HEIGHT OF WALL
X1/4" x 2"
INTERMEDIATE
BANDS
8" MIN.
LADDER AND WALL BRACKETS
EQUALLY SPACED AT 7' MAX.
1/2" x 2 3/4" 316 SS EXPANSION
ANCHOR
9 STRAPS 1/4' x
1 1/2' EQWIlY
SPA
(9 1/2• c% MAX.)
iry
I
N
1._e.
7 -4'
CAGE SECTION AT TOP
`a snows 1/4• x
1 1/2 EGIWlY
SPACM
(9 1/2' CA
CAGE AT FLARED SECTION
NOTES:
1. LADDER HAS 1 1/2" DIAMETER RAILS WITH 1"
DIAMETER RUNGS.
2. ALL TUBULAR MATERIAL TO BE NOMINAL
DIAMETER SCHEDULE 40 ALUMINUM PIPE
6061 -T6 OR 6063 -T6.
3. PLATES AND GUSSETS TO BE STRUCTURAL
GRADE ALUMINUM 6061 -T6.
4. ALL ALUMINUM IN DIRECT CONTACT WITH
CONCRETE SHALL BE COATED WITH A MINIMUM
8.0 MIL -DRY THICKNESS COAL TAR COATING.
EXTERIOR ALUMINUM LADDER WITH TS SAFETY
e RAIL
, SAFETY CAGE AND LOCKABLE SECURITY GATE
; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
FILE NAME: L:\PLojects\CONCO\2009021300cl\CADD\Plan Set \concord Booster Pump Station \20090213 Concord PS - concrete I anK.dw - # # ## - may i , z01 z - cnns Haigier
DETAIL "A "� �2n,
3/3,
COAL
STAID
STEE
GUID
FIRE'
FLOA
yalff
�8'
: 3" SS
31O)N ANCHOR
)OPS
2 1/4" SS EXPANSION ANCHOR
-R0 MARK EVEN WITH TOP OF WALL
LASS BOARD WHITE WITH 4" BLACK
ALS WITH 2' GRADUATIONS CALIBRATED
)EPTH OF 40'0"
BERGLASS TARGET
' BOSS x 1'0" WIDE, HALF HEIGHT OF WALL
1" SQUARE
FIBERGLASS TUBE —�
1'3" 1.7" 1'9" 1'7"
�1 MIN. MIN.
3/32" NYLON COATED t U LAP LAP
SS CABLE GUIDE
TILLER CLAMP
2 - #4 HOOPS
SS THIMBLE
1" x 1" SS ANGLE '
1/4" x 2 1/4" SS EXPANSION
ANCHOR
PRECAST
CONCRETE CURB
SET TOP
LEVEL
DETAIL "B" TYPICAL TOP AND BOTTOM
1/4" x 1 3/4"
SS HHMB
8" FIBERGLASS
CAP WITH CAULK
DETAIL "A"
eFIBERGLASS LIQUID LEVEL INDICATOR
N.1
, INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN
K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
-,
6AR0I
• �i
••O�(SStS�O
- ,y..�
a SEAL
2061
.,' F W CA
^36 --l6t
PROFESSIONAL SEAL
FULL SCALE: V= -
0 - -
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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PROJ. DATE: APR 2012
Q.C.:
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EN010
PROJ. NO.:
20090213.00.CL

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL HIUHTS HtSLHVtU. HtrHUUUL; I IUN UH Ust Ur I Ht UUN I tN I J UI- I Nib UUL;UMtN 1; AUUI 1 IUNZ5 UH UtLt 1 IUNJ 1 U 1 Nib UUUUMtN I , IN VVNULt UN IN rAH 1 , VVI I rtUu I VVM1 I I r-1V L+uNotN I Ur VV.r%. UILdRJu1V aL Liu., w&,., to rrfurn01 I CU. UIVLT uurito rHVM I r1C umullVAL Ur 11-110 UUUUMr-N I , MAMMr -U VVI 11`1 AN UNIUNAL SIUNA I UHt ANU JtAL bNALL bt UUNSIUtHtU I U tat VALID, I HUL L;UVItS.
FILE NAME: L:\Projects\CONCO\2009021300cl\CADD\Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 1, 2012 - Chris Haigler
K
M DICKSON
community infrastructure consultants
Transportation + Water Resources
30" SHELL
MANHOLE
N 30" INLET
616 Colonnade Drive
Charlotte, North Carolina
D ALUMINUM
HANDRAIL
(fl 704.334.0078
O
NC. LICENSE NO. F-0374
CAR``,
\����•OFES$ / ��i
. a SEAL sue,
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DRAWING NUMBER:
EN01
PROD. NO.:
20090213.00.CL
o
----24" OVERFLOW
INSIDE TANK
=
LADDER
°
o
°
PAINTER'S LUG, TYP
(2 REQ'D ON 5' -0" &
10' -0"
12" DRAIN N 1
RAFTER BRACE, TYP
FAD ® 180•)
3p.
24" ROOF
�6••
MANHOLE
O
ROOF NOZZLE
(TYP.)
F � 3°
N.1 30" OUTLET
ROOF RAFTER, TYP
2— 7"
O
c
N.1
O
EVEL INDICATOR
2700
- '- '--- --
TAN K 900
MIXER
LOCATION VERTICAL SEAM
SHELL PL. (S2 & S4)
2$
PIPE SUPPORT, TYP
TRIM TO SUIT
TANK
n'��°
!�
65' -0" NOMINAL DIAMETER
ROOF PLAN
ROOF PLAN NOT TO BE USED FOR
LOCATION /ORIENTATION PURPOSES
24" EXHAUST FAN
MANHOLE
OOF RAFTERS
1 3/8" HORIZONTAL RADIUS
PAINTER'S LUG"
ROOF PLATES
(BELOW)
PER MANUFACTURER'S DESIGN
ROOF LAP WELDED ON TOP SIDE ONLY
3' -10 3/4"
6" TYP
WITH CONTINUOUS J" FILLET WELDS
12"
( 1 NOM. LAP)
3/4"
°
0
O
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OCATION VERTICAL SEAM
RIM ANGLE
ROOF RAFTER
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PLAN
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DIMENSIONS
SHOWN ARE ARC
DIMENSIONS
ON OUTSIDE OF SHELL
CENTER
POST
—i►j� 1/4" SHELL
FLANGE
8" PIPE ROOF PLATE
ELEVATION
NTS
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL HIUHTS HtSLHVtU. HtrHUUUL; I IUN UH Ust Ur I Ht UUN I tN I J UI- I Nib UUL;UMtN 1; AUUI 1 IUNZ5 UH UtLt 1 IUNJ 1 U 1 Nib UUUUMtN I , IN VVNULt UN IN rAH 1 , VVI I rtUu I VVM1 I I r-1V L+uNotN I Ur VV.r%. UILdRJu1V aL Liu., w&,., to rrfurn01 I CU. UIVLT uurito rHVM I r1C umullVAL Ur 11-110 UUUUMr-N I , MAMMr -U VVI 11`1 AN UNIUNAL SIUNA I UHt ANU JtAL bNALL bt UUNSIUtHtU I U tat VALID, I HUL L;UVItS.
FILE NAME: L:\Projects\CONCO\2009021300cl\CADD\Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 1, 2012 - Chris Haigler
K
M DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 7, 2012 - Daryl Curry
Vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
C�R0�'
- SEAL 7•
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WEIR BOX
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DESIGN NOTES:
HORIZONTAL BRACE
SHELL MANHOLE
TANK SHALL BE DESIGNED, FABRICATED, AND
ERECTED IN ACCORDANCE WITH AWWA
"OTE:
E LEVATI 0 N
THE PROJECT PLANS AND
SPECIE CATIIONS
SEE SPECIFICATIONS AND GEOTECH
REPORT FOR NTS
UNDERCUT AND BACKFILL REQUIREMENTS.
CORROSION ALLOWANCE: N / A
MATERIAL:
SHELL PLATE: ASTM A283 GR. C
FLANGED EXPANSION
JOINT (EPDM)
OTHER PLATE: ASTM A283 GR. B OR ASTM A36
STRUCTURAL STEEL: ASTM A36
LADDER RUNGS: ASTM A706
TANK SHELL
ROOF PLATE
FIBER EXPANSION JOINT: ASTM D1751
TOP OF
FOUNDATION
24"0 DI PIPE (FLxPE)
1/4" TANK BOTTOM
TOP OF SHELL
TOP OF RIM ANGLE
1/2" FIBERBOARD 11/2"
24 "4 MJ 90' BEND
3/16
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as
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ELEVATION
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2 MIN
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SHELL DETAIL
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NOTE:
WEIR BOX SHALL SIZED
SHELL TO BOTTOM
DETAIL
PER MANUFACTURERR'' S
DESIGN T C D T
TANK SHELL
NTS
MINIMUM WEIR LENGTH OF
82 INCHES AND 3 INCHES
OF HEAD ABOVE HWL.
WEIR
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FILE NAME: L:\ Projects \CONCO\2009021300CL \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 7, 2012 - Daryl Curry
Vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL HIGHTS HtStHVtU. HtrHUDUC; I IUN UH Ust Ur 1 Ht cUN I tN I a Ur I 111S UUt;UMtN 1; AUDI I IUNO UH UtLt I IUNO I U 1 1'110 UUUUMtN 1 , IN VVNULt Uh IN I Ah 1 , VVI I rIUU I VVtSI I I tIV L'L)N0CIV I Ur VV.r%. UIUMbUN be UU., INU., 10 rr1UNICN I tU. UIVLT UUrltb I-HUM I r t UHIUINAL Ur 11'110 L)ULUMtIV I , MANNtU VVI 11`1 AIV UHIUINAL blUNAI UHt AND OtAL 0r1ALL tSt UUN01Utt1tu I U 1St VALID, 1 HUt L;UF'It:b.
FILE NAME; L;\ Pro 'ects\CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station \20090213 Concord PS - SteelTank.dwg - # # ## - May 1, 2012 - Chris Haigler
IK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(12) j%" DIA. HOLES ON
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN FAH I WI I HUU I WHI I I EN CUNSEN I OF W.K. DICKSON & CU., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L: \Pro ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 1, 2012 - Chris Haigler
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
A
(fl 704.334.0078
RUBBER GASKET
NC. LICENSE NO. F -0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN FAH I WI I HUU I WHI I I EN CUNSEN I OF W.K. DICKSON & CU., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L: \Pro ects \CONCO \2009021300cl \CADD \Plan Set \Concord Booster Pump Station\20090213 Concord PS - SteelTank.dwg - # # ## - May 1, 2012 - Chris Haigler
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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20090213.00.CL

4k
30" DIAMETER FIBERGLASS
FLARE (56.7" MIN WEIR DIAMETER)
PIPE BRACKET -
(2 REQ.)
TANK SHELL
WA 91 E I EN 0 - It.
TOP OF CONCRETE
ELEV 757.43
FIN. GRD. ELEV 757.18
RINGWALL FOUNDATION
i1 EL. 748.50
I: 1 sit] we] 11163 1 :11_P►1
1 1/2"
F ° Q a
a °
a° °
d ° °
°
a a a .
4
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27'6" RADIUS
7 EL. LWL 777.50
WATERSTOP RING
1/4" TANK BOTTOM
EL. FIN. FL. 757.50
d°
34'0" RADIUS TO
END OF ENCASEMENT Ar
A 30" DIP INLET
N.1
NTS
00
�t-
i�
BRACKET (4 REQ.)
i�
1/4" x 4" ALUMINUM
TOE -BOARD (ONE
EACH 1'4" LONG AND
10'0" LONG) M
ADJUSTABLE FLANGE, TYP.
(17 REQ.)
NOTES:
1. USE HIGH TENSILE
ALUMINUM ALLOY
FITTINGS
2. USE 1 1/2" SCHEDULE
40/6061 -T6
ALUMINUM PIPE
3. TOE- BOARDS TO BE
6061 -T6 ALUMINUM
4. 316 SS CHAIN WITH
CLASS "D" HOOK AT
ONE END x 2'6" LG.
13'0"
4'0" 4'0" 4'0"
1'0"
SELF CLOSING GATE
0
TANK SHELL
�
1 1/2"
THREE PIECE VALVE TOP OF CONCRETE -
BOX WITH CONCRETE ELEV 757.43
PROTECTOR FIN. GRD. ° 8
ELEV 757.18 °
RINGWALL
FOUNDATION °°
4
ll, -_ -_1111 i1 EL. 755.00
12" GATE VALVE
ALUMINUM
TS SAFETY
DAII
27'6"
REMOVABLE SILT
STOP 6" ABOVE
TANK FLOOR
EXTEND PIPE 6"
ABOVE TANK FLOOR
WATERSTOP RING
1/4" TANK BOTTOM
i� EL. FIN. FL. 757.50
d°
34'0" RADIUS TO
END OF ENCASEMENT
6 12" DIP DRAIN
N.1
NTS
.LATION FIELD DRILL
FLANGES AND INSERT
LONG 304 SS DOWEL PIN, TYP.
DJUSTABLE
ANGE
DETAIL "A"--\
3/3'e
COA1
STAY
STEE
GUID
FI BE'.
FLOA
\
INSIDE TANK — -8" DOME PROBE CURB
D ETAI L "A"
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o
D FIBERGLASS LIQUID LEVEL INDICATOR
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NOTE cV o
5 -
Of Q
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24" ROOF CONNECTING
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PLAN _V_ Q 1/4" x 2"
ELEVATION
D ALUMINUM HANDRAIL
N.1 NTS
:L BASE BRACKET
BE WELDED TO
< ROOF
FIELD DRILL ADJ.
FLANGES AND INSERT
5/16" x 2" -LONG
304 SS DOWEL PIN, TYP.
FIhE NAME: L;\ Projects \CONCO\2009021300c1 \CADD \Plan Set \Concord Booster Pump Station \20090213 Concord PS - SteelTank.dwg - # # ## -May 1, 2012 -Chris Haigler
NOTES:
1. ALL CONNECTIONS TO TANK SHALL BE WELDED.
DIMENSION SCHEDULE
A
38'10" 1
D
>20'
B
1'2" MAX. I
E
7' MIN. , 8' MAX.
C
2'6" IFI
e
3'10" CLEAR MAX.
CLEAR
i 2' -4"
CAGE SECTION AT TOP
9 STRAPS 1/4" x
11 1/2" EQUALLY
SPACED
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N/
CAGE AT FLARED SECTION
CAGE AT FLARED SECTION
E EXTERIOR ALUMINUM LADDER WITH TS SAFETY
N.1 RAIL, SAFETY CAGE AND LOCKABLE SECURITY GATE
NTS
IN WHOLE OR IN PART,
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TOP OF CONCRETE
ELEV 757.43
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RINGWALL FOUNDATION
i� EL. 748.50
1 1/2"
g
° 8
a
a
a
Urban Development + Geomatics
616 Colonnade Drive
4 °
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
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F 30 DIP OUTLET-
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WK
DIC
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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PROD. DATE:
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O.C.:
-
O.C. DATE:
-
DRAWING NUMBER:
EN ■ 15
PROJ. NO.:
20090213.00.CL

4�
0 ((Except v v NO, APPENDIX By v
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS 0
1 and 2 Family Dwellings and Townhouses),
Name of Project: Albemarle Water Transmission Line or Ci les o Albemarle, oncord & Kannapolis
Address: City of Concord, 26 Union Street South, Concord NC 28025
Proposed Use: Public water system booster pumping station (BPS -1, Albemarle)
Owner /Authorized Agent: W. Brian Hiatt, City Mgr. Phone # [phone]
Owned By. City of Albemarle ■ City /County ❑ Private ❑ State
Code Enforcement Jurisdiction: ❑ City ■ County Stanley ❑ State
LEAD DESIGN PROFESSIONAL: RYAN W. HAGER, PE - W. K. Dickson Co. Inc.
DESIGNER
FIRM
NAME
LICENSE #
TELEPHONE #
E -MAIL
Architectural
N/A
Standpipes: ■ No
❑ Yes Class ❑ 1 ❑ II ❑ 111 ❑ Wet ❑ Dry
( )
■ Yes (Primary) Flood Hazard Area: ■ No ❑ Yes
Civil (Bldg)
WK Dickson Co.
George T. Lowder
015112
(704) 334 -5346
[e-mail]
Electrical
McCracken & Lopez PA
Damaso Lopez
007226
(704) 376 -7072
[e-mail]
Fire Alarm
N/A
5
Mezzanine
( )
1 st Floor
Plumbing
WK Dickson Co.
George T. Lowder
015112
(704) 334 -5346
tlowder @wkdickson.com
Mechanical
McCracken & Lopez PA
Richard McCracken
008085
(704) 376 -7072
[e-mail]
Sprinkler- Standpipe
N/A
MASONRY
( )
.4 S
Structural
Stewart Engrg.
Michael A. Gardina
024096
(704) 909 -3514
mgardina@stweort- eng.com
Retaining Walls >5'
N/A
'• * " ;,r F
South
( )
T
Other
N/A
PROFESSIONAL SEAL
( )
Interior
2012 EDITION OF NC CODE FOR: ■ New Construction ❑ Addition ❑ Upfit
EXISTING: ❑ Reconstruction ❑ Alteration ❑ Repair ❑ Renovation
CONSTRUCTED: ORIGINAL USE(S):
RENOVATED: CURRENT USE(S):
PROPOSED USE(S): Public water system booster pumping station
BASIC BUILDING DATA
Construction Type:
❑ I -A ❑ 11 -A ❑ III -A ❑ IV ❑ V -A
A
BLDG. AREA
PER STORY
ACTUAL
❑ I -B ■ II -B PER SECT. 603.1 ❑ III -B ❑ V -B
C
AREA FOR
OPEN SPACE
INCREASE
Mixed Construction: ■ No ❑ Yes Types
Sprinklers: ■ No
❑ Partial ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes: ■ No
❑ Yes Class ❑ 1 ❑ II ❑ 111 ❑ Wet ❑ Dry
Fire District: ❑ No
■ Yes (Primary) Flood Hazard Area: ■ No ❑ Yes
Building Height:
Feet 27 Number of Stories 1 ❑ Unlimited Per
Gross Building Area:
Stories + 1 = -
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB - TOTALS
6th Floor
3
5th Floor
Openings (windows or doors with
4th Floor
U -Value of assembly
3rd Floor
4
2nd Floor
5
Mezzanine
low e required, if applicable
1 st Floor
2,453
Basement
Description of assembly 16" Conc. Slab on Crushed Stone
TOTALS
2,453
OW.
Occupancy.
• Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ A -4 ❑ A -5
• Business ❑ Educational ❑ Factory ❑ F -1 Moderate ❑ F -2 Low
• Hazardous ❑ H -1 ❑ H -2 ❑ H -3 ❑ H -4 ❑ H -5
Detonate Deflagrate Combust Health HPM
• Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 1 -4
1 -3 Use Condition: ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5
• Mercantile ❑ Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ R -4
• Storage ❑ S -1 Moderate ❑ S -2 Low ❑ High -piled
❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage
• Utility /Miscellaneous
Accessory Occupancies: None
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406.6 ❑ 407 ❑ 408 ❑ 409 ❑ 410
11411 ❑ 412 ❑ 413 ❑ 414 ❑ 415 ❑ 416 ❑ 417 ❑ 418 ❑ 419 ❑ 420 ❑ 421
Special Provisions: ❑ 508.2 ❑ 508.3 ❑ 508.4 ❑ 508.5 ❑ 508.6 ❑ 508.7 ❑ 508.8
Mixed Occupancy. E No ❑ Yes Separation: Hr. Exception(s):
❑ Incidental Use Separation (302.1.1)
This separation is not exempt as a Non - Separated Use (see exceptions).
• Non- Separated Use (302.3.1)
The required type of construction for the building shall be
determined by applying the height and area limitations for each
of the applicable occupancies to the entire building. The most
restrictive type of construction, so determined, shall apply to
the entire building.
• Separated Use (302.3.2) - See below for area calculations.
For each story, the area of occupancy shall be such that the
sum of the ratios of the actual floor area of each use divided
by the allowable floor area for each use shall not exceed 1.
Actual area of occupancy A Actual area of occupancy B < 1
Allowable area o occupancy + Allowable area o occupancy -
2,453 + 0 + .. ... = 0.29 G_ 1.00
8.500 0
STORY NO.
DESCRIPTION
AND USE
A
BLDG. AREA
PER STORY
ACTUAL
B
TABLE 5035
AREA
C
AREA FOR
OPEN SPACE
INCREASE
D
AREA FOR
SPRINKLER
INCREASE2
E
ALLOWABLE
AREA OR
UNLIMITED
F
MAXIMUM
BUILDING
AREA4
1
WATER
2.453
8,500
N JA
NIA
8,500
Stories + 1 = -
Stories ___L-
PUMPING
3
Unlimited area applicable under conditions of Sections Group B, F, M,
Openings (windows or doors with
S, A -4 (507); Group A Motion Picture (507.9); Malls (402.6); and
U -Value of assembly
H -2 Aircraft Paint Hangers (507.7).
4
Maximum Building Area = total number of stories in building x E (506.4).
5
The maximum area of parking garages must comply with 406.3.5. The
low e required, if applicable
maximum area of air traffic control towers must comply with 412.1.2.
Door R- Values
3
Description of assembly 16" Conc. Slab on Crushed Stone
North
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
ALLOWABLE HEIGHT
ij
D
1 1
I
ALLOWABLE INCREASE FOR
(TABLE 503) SPRINKLERS
SHOWN ON
PLANS
CODE
REFERENCE
Type of Construction
Type
Type II -B
c. Ratio (F /P) = (F /P)
Building Height in Feet
Feet
Feet = H + 20' _ -
Height 27
503.11
Buildin Hei ht in Stories
Stories -2-
Stories + 1 = -
Stories ___L-
b. Single story building Is = 300 percent
ij
D
1 1
I
Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet
1
minimum width = (F)
0.04
-
b. Total Building Perimeter (P)
19
c. Ratio (F /P) = (F /P)
N/A
d. W = Minimum width of public wa = (W)
�/P
N/A
e. Percent of frontage increase If = 100 - 0.25} x W /30
2
The sprinkler increase per Section 506.3 is as follows:
Description of assembly
a. Multi -story building Is = 200 percent
U -Value of total assembly
b. Single story building Is = 300 percent
3
Unlimited area applicable under conditions of Sections Group B, F, M,
Openings (windows or doors with
S, A -4 (507); Group A Motion Picture (507.9); Malls (402.6); and
U -Value of assembly
H -2 Aircraft Paint Hangers (507.7).
4
Maximum Building Area = total number of stories in building x E (506.4).
5
The maximum area of parking garages must comply with 406.3.5. The
low e required, if applicable
maximum area of air traffic control towers must comply with 412.1.2.
ENERGY SUMMARY
ENERGY REQUIRMENTS:
The following data shall be concidered minimum and any special
attribute required to meet the energy code shall also be provided.
Each Designer shall furnish the required portions of the project
information for the plan data sheet. If energy cost budget method,
state the annual energy cost budget vs allowable annual energy cost
budget.
THERMAL ENVELOPE
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑ ENERGY COST BUDGET ❑
ROOF /CEILING ASSEMBLY (each assembly)
Descprition of assembly SS METAL ROOF PANELS ON FRT WD JOISTS
U -Value of total assembly
0.04
R -Value of insulation
19
Skylights in each assembly
N/A
U -Value of skylight
N/A
total square footage of skylights in each assembly N/A
EXTERIOR WALLS (each assembly)
Yes
Description of assembly
8" & 12" CMU
U -Value of total assembly
0.07
R -Value of insulation
13
Openings (windows or doors with
glazing)
U -Value of assembly
0.5
shading coefficient
N/A
projection factor
N/A
low e required, if applicable
N/A
Door R- Values
3
(continued in next column)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan L If Provided N/A
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
FEET
RATING
TA
EIL#
EET #
DESIGN#
FOR
RATED
ASSEMBLY
DESIGN#
FOR
RATED
PENETRATION
DESIGN#
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W/ `
REDUCTION
Structural Frame
including columns,
girders, trusses
❑ Yes
0 W /FIRE
TREATED
WOOD
FIRE RETARDANT
TRUSSES WOOD
SHEATHING
Yes
Panic Hardware:
CNX
■ Yes Q
Bearing Walls
U -Value of total assembly
0
FRED MASONRY
2 HOUR RATED
N/A
FLOORS OVER UNCONDITIONED SPACE (each
assembly)
Description of assembly
Exterior
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS SLAB ON GRADE
motor type SEE ELECTRICAL
Description of assembly 16" Conc. Slab on Crushed Stone
North
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
N/A
East
MASONRY
.4 S
West
• 1 1 ?
MASONRY
'• * " ;,r F
South
T
PROFESSIONAL SEAL
Interior
0 - -
HOR. DATUM: NC GRID (NAD 83)
Nonbearing Walls
and Partitions
VERT. DATUM: NAVD 88
0
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FILLED mom
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South
MASONRY
m U
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0
N/A
X LD
Floor Constructior
including support
beams and joists
0
CONCRETE
sins ON GRADE
U.1 (f) Z
Roof Constructio
Including supporting
beams and joists
0 W /FIRE
TREAD
WOOD
METAL ROOF
PANELS, �
TREATED WOOD
¢ W W
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Shaft Enc. - Exit
am L/�iu� Q
N/A
CC
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Shaft Enc. - Other
N/A
0-
Corridor Separation
N/A
W Z N
Z
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0
OccuRancy Separation
Q
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N/A
Z ..
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Part Fire Wall Separation
N/A
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Smoke Barrier Separation
N/A
OT
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� Z
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N/A
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N/A
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LIFE SAFETY SYSTEM
REQUIREMENTS
Emergency Lighting:
■ No
❑ Yes
Exit Signs:
■ No
❑ Yes
Fire Alarm:
■ No
❑ Yes
Smoke Detection Systems:
■ No
Yes
Panic Hardware:
CNX
■ Yes Q
WALLS ADJACENT TO UNCONDITIONED SPACE (each assembly)
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
Openings (windows or doors with glazing)
ALLOWABLE
TRAVEL DISTANCE
(TABLE 1015.1)
U -Value of assembly
N/A
low e required, if applicable
N/A
Door R- Values
N/A
WALLS BELOW GRADE (each assembly)
36'
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS OVER UNCONDITIONED SPACE (each
assembly)
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS SLAB ON GRADE
motor type SEE ELECTRICAL
Description of assembly 16" Conc. Slab on Crushed Stone
U -Value of total assembly
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
N/A
EXIT REQUIRMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM
MINIMUM2
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGE MEANS OF
EGRESS' (SECTION 1014.2
OR SPACE
DESIGNATION
REQUIRED
SHOWN
ON PLANS
ALLOWABLE
TRAVEL DISTANCE
(TABLE 1015.1)
ACTUAL
IRAW11 DISTANCE
WNN ON BANS
REQUIRED MINIMUM
DISTANCE BETYEEN
EXIT DOORS
ACTUAL
DISTANCE SHOWN
ON PLANS
WATER PUMPING
1
2
300'
36'
N/A
N/A
GROUP U -
2,453
NIA
-
-
-
-
-
-
WATER PUMPING
DRAWINGS
motor type SEE ELECTRICAL
DRAWINGS
# of poles SEE ELECTRICAL
DRAWINGS
1 Corridor dead ends (Section 1016.3).
2 Single exits (Table 1018.2).
3 Common Path of Travel (Section 1013.3).
EXIT WIDTH
USE GROUP
OR SPACE
DESCRIPTION
(a)
(b)
CALCULATED
OCCUPANT
LOAD
(c) I
EXIT WIDTH
(in)2S'os.a
AREA'
sq. ft.
AREA'
PER
(TABLE 100322.2) UP
-EGRESS WIDTH
PER OCCUPANT
REQUIRED WIDTH
(SECTION 1005.1)
)
ACTUAL WIDTH
SHOWN ON
LEVEL
STAR
LEVEL
STAIR
LEVEL
STAIR
DRAWINGS
GROUP U -
2,453
NIA
-
-
-
-
-
-
WATER PUMPING
DRAWINGS
motor type SEE ELECTRICAL
DRAWINGS
# of poles SEE ELECTRICAL
DRAWINGS
.4 S
• 1 1 ?
'• * " ;,r F
T
PROFESSIONAL SEAL
FULL SCALE: 1 "= NA
0 - -
HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
(D W
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1 See Table 1004.1.2 to determine whether net or gross area is applicable.
See definitions "Area, Gross and Area, Net" (Section 1002).
2 Minimum stairway width (Section 1005.1); minimum corridor width
(Section 1016.2); minimum door width (Section 1018.1).
3 Minimum width of exit passageway (Section 1020.2).
4 See Section 1004.5 for converging exits.
5 The loss of one means of egress shall not reduce the available capacity
to less than 50 percent of the total required (Section 1005.1).
6 Assembly occupancies (Section 1024).
STRUCTURAL DESIGN
DESIGN LOADS: REFER TO STRUCTURAL DRAWING S.01
Importance Factors: Wind (I W)
Snow (I S)
Seismic (1 E )
Live Loads:
Snow Load:
Roof
Mezzanine
Floor
Roof
Wind Load: Basic Wind Speed
Exposure Category
Wind Base Shears
(For MWFRS)
psf
psf
psf
psf
mph (ASCE -7 -05)
Vx = _ KIPS Vy = KIPS
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
lamp type required in fixture
SEE ELECTRICAL
DRAWINGS
number of lamps in fixture
SEE ELECTRICAL
DRAWINGS
ballast type used in fixture
SEE ELECTRICAL
DRAWINGS
number of ballast in fixture
SEE ELECTRICAL
DRAWINGS
total wattage per fixture
SEE ELECTRICAL
DRAWINGS
total interior wattage specified vs allowed
SEE ELECTRICAL
DRAWINGS
total exterior wattage specified vs allowed SEE ELECTRICAL
DRAWINGS
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
motor horsepower SEE ELECTRICAL
DRAWINGS
number of phases SEE ELECTRICAL
DRAWINGS
minimum efficiency SEE ELECTRICAL
DRAWINGS
motor type SEE ELECTRICAL
DRAWINGS
# of poles SEE ELECTRICAL
DRAWINGS
SEISMIC DESIGN CATEGORY A
Compliance with Section 1616.4 only? ❑ Yes ■ No
SEISMIC DESIGN CATEGORY ■ B ❑ C ❑ D
REFER TO STRUCTURAL DRAWING S.01
Seismic Use Group
Spectral Responce Acceleration SMs %9 SMI %g
Site Classification ❑ Field Test ❑ Presumptive ❑ Historical Data
Basic structural system (check one)
• Bearing Wall ❑ Dual w /Special Moment Frame
• Building Frame ❑ Dual w /Intermediate R/C or Special Stee
• Moment Frame ❑ Inverted Pendulum
Seismic base shear Vx = KIPS VY = KIPS
Analysis Procedure ❑ Simplified ❑ Equivalent Lateral Force ❑ Modal
Architectural, Mechanical, Components anchored? ❑ No ❑ Yes
LATERAL DESIGN CONTROL: ❑ Earthquake ❑ Wind
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report)
Presumptive Bearing capacity
Pile size, type, and capacity
PLUMBING FIXTURE REQUIREMENTS
psf
osf
USE
WATERCLOSETS
MALE FEMALE
URINALS
LAVATORIES
TOTAL # OF
SHOWERS
TUBS
DRINKING
REGULAR
FOUNTAINS
ACCESSIBLE
MALE
FEMALE
ACCESSIBLE
PROVIDED
Transportation + Water Resources
A
Urban Development + Geomatics
616 Colonnade Drive
I-EIRED
N A
TOTALS
(f) 704.334.0078
www.wkdickson.com
N/A
00%%9ii100ftf,I
'(N CARO ,
ACCESSIBLE PARKING
LOT OR
TOTAL# OF PARKING
SPACES
i OF ACCESSIBLE SPACES PROVIDED
TOTAL # OF
PARKING
AREA
REQUIRED
PROVIDED
REGULAR WITH 5
ACCESS AISLE
VAN SPACES WITH 9
ACCESS AISLE
ACCESSIBLE
PROVIDED
Transportation + Water Resources
N/A
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
TOTALS
(f) 704.334.0078
SPECIAL APPROVALS
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DFS, ICC, etc., describe below)
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ ENERGY COST BUDGET ❑
THERMAL ZONE SEE ELECTRICAL DRAWINGS
winter dry bulb SEE MECHANICAL DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
CLIMATE ZONE
INTERIOR DESIGN CONDITIONS
winter dry bulb SEE MECHANICAL DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
relative humidity SEE MECHANICAL DRAWINGS
BUILDING HEATING LOAD SEE MECHANICAL DRAWINGS
BUILDING COOLING LOAD SEE MECHANICAL DRAWINGS
MECHANICAL SPACING CONDITIONING SYSTEM
Unitary
description of unit SEE MECHANICAL DRAWINGS
heating efficiency SEE SCHEDULES
cooling efficiency SEE SCHEDULES
heat output of unit SEE SCHEDULES
cooling output of unit SEE SCHEDULES
Boiler
total boiler output. If oversized, state reason. N/A
Chiller
total chiller capacity. If oversized, state reason. N/A
LIST EQUIPMENT EFFICIENCIES N/A
EQUIPMENT SCHEDULES WITH MOTORS (mechanical systems)
motor horsepower SEE SCHEDULES
number of phases SEE SCHEDULES
minimum efficiency SEE MECHANICAL DRAWINGS
motor type SEE MECHANICAL DRAWINGS
# of poles SEE MECHANICAL DRAWINGS
. _ __._ __ ___ . _ . _..._ _ _ .__ . _. _ _. _.. _ _ .r __ .._ _ __.__ _.. v _ __. _ ...__._.__ __. v ....._ ... ___ _ - "). _ ._ ___.. _
COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\ Projects \Concord \2009021300CL \Cadd \Plan Set \B - Building Drawings \ALBEMARLE BPS BUILDING.dwg - # # ## - June 25, 2012 - All Stewart
5,WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
00%%9ii100ftf,I
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PROD. DATE:
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Q.C.:
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Q.C. DATE:
APR. 2012
DRAWING NUMBER:
Bol
PROJ. NO.:
20090213.00. C L

901m;
EXHAUST FAN MOUNTED ON
6' -8" PREFABRICATED ROOF CURB
TYPICAL, 4 LOCATIONS
(SEE MECHANICAL PLANS)
V_
8' X 2Q'
CONC.
PAD
III \
Iu \
I I
I (
PROPOSED APPROXIMATE
LOCATIONS OF EXHAUST
FANS ON OPPOSITE SIDE
OF ROOF SLOPE. UNITS
SHALL BE POSITIONED TO
BEST FIT ROOF TRUSSES,
WHILE MAINTAINING THE
DIMENSIONS SHOWN AS
CLOSELY AS POSSIBLE.
NO PORTION OF A UNIT
SHALL BE PLACED WITHIN
6' OF EDGE OF ROOF.
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(SOUTH END ELEVATION SIMILAR, WITHOUT DOOR)
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FILE NAME: L: \Projects \Concord \2009021300CL \Cadd \Plan Set \B - Building Drawings \ALBEMAHLE BF'S BUILDING.dwg - # # ## - May 4, 2012 - Jordan Isenhour
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Transportation + Water Resources
Urban Development + Geomatics
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., INC.,
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THIS DOCUMENT, MARKED WITH AN
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DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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20090213.00. C L

CRICKET AND FLASHING
ALONG BACK OF CURB CURB MOUNTED EXHAUST FAN
AT ROOF INTERSECTION (SEE MECHANICAL DRAWINGS)
i
12
�6 4' -0" SQ. f VERIFY
1' -0"
I
SEE STRUCTURAL PLANS
FOR FRAMING DETAILS
AT FOUR LOCATIONS SHOWN ON DRAWINGS,
CONTRACTOR SHALL PROVIDE AND INSTALL
PREFABRICATED ROOF CURB DESIGNED FOR
INSTALLATION ON PITCHED WOOD ROOF DECK.
CURB AND STRUCTURAL COMPONENTS SHALL BE
DESIGNED AND FABRICATED SPECIFICALLY TO
PROVIDE ADEQUATE SUPPORT AND RIGID
STABILITY FOR THE EXHAUST FAN ASSEMBLY IT IS
TO ACCOMMODATE (SEE MECHANICAL DRAWINGS
AND SPECIFICATIONS). THE CURB STRUCTURE AND
REINFORCEMENT MEMBERS SHALL BE ENGINEERED
TO SUCCESSFULLY ACCEPT ALL ANTICIPATED LIVE,
DEAD, WIND AND /OR SEISMIC LOADS WITHOUT
FAILURE; AND, SHALL BE SECURELY CONNECTED
TO ROOF TRUSSES AND WOOD DECK WITHOUT
COMPROMISING THE STRUCTURAL INTEGRITY OF
THE ROOF SYSTEM. FLASH AND CAULK AROUND
ENTIRE ASSEMBLY TO ASSURE A WEATHER —TIGHT
INSTALLATION. INCORPORATE FLASHING
COMPONENTS AND MATERIALS THAT ARE
DESIGNED FOR USE WITH THE METAL ROOF PANEL
PROFILE PROVIDED.
FILE NAME: L:
& CO., Ifs
\2009021
NOM. 2X2P.T.
NAILER, ALL SIDES
GALVANIZED STEEL
CURB CONSTRUCTION
MIN. 1" RIGID INSULATION
ALL SIDES, SECURED AT
TOP AND BOTTOM EDGES
MIN. #10 X 3/4 SCREW
@ 12" O.C. ALL AROUND
' - FIRE RETARDANT
TREATED SHEATHING 0
)
OUTSIDE FACE
OF WALL TO
CENTER OF FAN
(NOT TO SCALE)
Z
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iii
ROOF
SCALE: 3/4
I ALUMINUM
rr SOFFIT
X11
ROOF TRUSSES, NAILERS, CARPENTRY, SOFFIT,
FASCIA AND ANCHORS SHOWN HERE ARE FOR
ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL
REFER TO THE STRUCTURAL DRAWINGS AND TO
THE TECHNICAL SPECIFICATIONS FOR SPECIFIC
DETAILS AND DIRECTIVES REGARDING THE ROOF
FRAMING METHODS AND MATERIALS. QUESTIONS
OR CONFLICTS WHICH MAY ARISE SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER
FOR CLARIFICATION PRIOR TO ORDERING SUCH
MATERIALS OR PROCEEDING WITH THE WORK.
HORIZONTAL LOUVER WITH MOTORIZED DAMPER:
FIVE (5) ASSEMBLIES ARE REQUIRED; SEE FLOOR PLAN AND ELEVATIONS.
ALL FRAME MEMBERS AND BLADES SHALL BE FABRICATED OF HEAVY
GAUGE EXTRUDED 6063 —T5 ALUMINUM. HEAD MEMBER AND EACH BLADE
SHALL INCORPORATE A DRAINABLE DESIGN. UNITS SHALL BE DESIGNED
AND CONSTRUCTED TO WITHSTAND WIND LOADS IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE NORTH CAROLINA BUILDING CODE.
UNITS SHALL BE PROVIDED WITH AN EXTRUDED ALUMINUM EXTENDED
SILL, AND SHALL BE FABRICATED TO FIT WITHIN A MASONRY OPENING OF
4'0" WIDE X 5' -0" HIGH NOMINAL SIZE. EACH ASSEMBLY SHALL BE A
LOW LEAK TYPE, AND SHALL CONFORM TO NFPA STANDARD NO. 90A
FOR MATERIALS AND WORKMANSHIP. DAMPER LEAKAGE AT 1.0 IN W.G.
SHALL NOT EXCEED 10 CFM /SF OF DAMPER AREA, WHEN TESTED IN
ACCORDANCE WITH AMCA STANDARD 500. THE MINIMUM FREE AREA WITH
DAMPER FULLY OPEN SHALL BE NOT LESS THAN 9.4 SF, OR 47% OF
TOTAL AREA. BLADES SHALL BE EQUIPPED WITH EXTRUDED DUAL EDGE
VINYL SEALS; JAMB SEALS SHALL BE EITHER EXTRUDED VINYL OR
FLEXIBLE METAL COMPRESSION TYPE. EACH UNIT SHALL CONTAIN AN
ALUMINUM BIRD SCREEN IN A REAR — MOUNTED AND REMOVABLE FRAME.
DAMPERS SHALL BE EQUIPPED WITH ELECTRIC ACTUATORS OPERATING ON
120VAC, AND SHALL BE NORMALLY CLOSED. DAMPER BLADE LINKAGE
MAY BE EXPOSED. UNITS SHALL RECEIVE AN INTEGRAL COLOR TWO —STEP
ANODIZED FINISH, WITH COLOR TO BE SELECTED BY OWNER FROM
MANUFACTURER'S STANDARD COLORS. LOUVER /DAMPER ASSEMBLIES
SHALL BE INSTALLED, PERIMETER SEALED, WIRED AND ADJUSTED IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO
- # # ## - June 25. 2012 - Al Stewart
STYLE 'K' GUTTER, 6" WIDE,
WITH 2" X 3" DOWNSPOUTS
(REFER TO SPECIFICATIONS)
STANDING SEAM METAL ROOF 12
(REFER TO SPECIFICATIONS)
6
6" FACED FIBERGLASS
BATT INSULATION f
IRE RETARDANT
TREATED SHEATHING 0
2 ►_0»
ALUMINUM
SOFFIT -
SPLIT FACE CMU;
FILL REINFORCED
CELLS WITH GROUT
4' X 5' POWERED INTAKE LOUVER
(SEE DESCRIPTION AT LEFT)
PRECAST
CONCRETE SILL
ISOLATION JOINT 4
BOND BEAM W/
ANCHORS (SEE
STRUCTURAL
DRAWINGS)
Dvw
DICKSON
s_o
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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■
1
ALUMINUM
SOFFIT -
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FILL REINFORCED
CELLS WITH GROUT
4' X 5' POWERED INTAKE LOUVER
(SEE DESCRIPTION AT LEFT)
PRECAST
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ISOLATION JOINT 4
BOND BEAM W/
ANCHORS (SEE
STRUCTURAL
DRAWINGS)
16' -11"
TRUSS
BEARING
ABOVE
FINISHED
FLOOR
FACTORY MANUFACTURED ENGINEERED WOOD
TRUSSES, FULLY FIRE RETARDANT TREATED.
(SEE SPECIFICATIONS FOR DESIGN SUBMITTAL
REQUIREMENTS; SEE STRUCTURAL DRAWINGS
FOR TRUSS ANCHORING AND PLACEMENT.)
STEEL RE —BARS, LINTELS, TIES AND ANCHORS
SHOWN HERE ARE FOR ILLUSTRATIVE PURPOSES.
CONTRACTOR SHALL REFER TO THE STRUCTURAL
DRAWINGS AND TECHNICAL SPECIFICATIONS FOR
DETAILS AND DIRECTIVES REGARDING CONCRETE
SLAB, FOUNDATION AND WALLS' REINFORCEMENT
MATERIALS, SIZING AND PLACEMENT. QUESTIONS
OR CONFLICTS WHICH MAY ARISE SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER
FOR CLARIFICATION PRIOR TO ORDERING SUCH
MATERIALS OR PROCEEDING WITH THE WORK.
°
ao _ -a. a a a
STEEL —REINF �\ :� � a . I . ..
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CONCRETE FLOOR SLAB
(SEE STRUCTURAL PLANS)
BPS 1 - TYPICAL WALL SECTION
SCALE: 3/4" = 1' -0"
TO BE VALID,
Dvw
DICKSON
s_o
Transportation + Water Resources
Urban Development + Geomatics
16' -11"
TRUSS
BEARING
ABOVE
FINISHED
FLOOR
FACTORY MANUFACTURED ENGINEERED WOOD
TRUSSES, FULLY FIRE RETARDANT TREATED.
(SEE SPECIFICATIONS FOR DESIGN SUBMITTAL
REQUIREMENTS; SEE STRUCTURAL DRAWINGS
FOR TRUSS ANCHORING AND PLACEMENT.)
STEEL RE —BARS, LINTELS, TIES AND ANCHORS
SHOWN HERE ARE FOR ILLUSTRATIVE PURPOSES.
CONTRACTOR SHALL REFER TO THE STRUCTURAL
DRAWINGS AND TECHNICAL SPECIFICATIONS FOR
DETAILS AND DIRECTIVES REGARDING CONCRETE
SLAB, FOUNDATION AND WALLS' REINFORCEMENT
MATERIALS, SIZING AND PLACEMENT. QUESTIONS
OR CONFLICTS WHICH MAY ARISE SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER
FOR CLARIFICATION PRIOR TO ORDERING SUCH
MATERIALS OR PROCEEDING WITH THE WORK.
°
ao _ -a. a a a
STEEL —REINF �\ :� � a . I . ..
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CONCRETE FLOOR SLAB
(SEE STRUCTURAL PLANS)
BPS 1 - TYPICAL WALL SECTION
SCALE: 3/4" = 1' -0"
TO BE VALID,
Dvw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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DRAWING NUMBER:
Bn3
PROD. NO.:
20090213.00. C L

SEE STRUCTURAL PLANS
FOR REINFORCEMENT OF
MASONRY WALLS ABOVE
AND BELOW GRADE.
FINISHED
GRADE
\ \\ \ \\ \ \\ \ \\ \
/% / /� / /� //
2' -11 J"
(BPS -1)
vi
W
030 DUCTILE IRON PIPE RISER
034 CAST HOLE
WATER-TIGHT
MECHANICAL SEAL
\
SEE STRUCTURAL PLANS FOR
FOUNDATION DIMENSIONS AND
REINFORCING REQUIREMENTS \
\
1 i q
8101W
2' -11J"
r- � —I— � 4 -1
4r
' 4»
6' -8" I
17'— 4" W.
X
12' -0" H.
M.O.
(VERIFY)
CONCRETE FLOOR
CRUSHED STONE
FOUNDATION (BEYOND)
034" CAST HOLE
THROUGH SLAB
FOR SUCTION
's e
10' -0"
2' -4" X 17' -5" X 4" CONC. PAD
4 2g - if 11110- 14'- 5j"
f
9 -92 � ff .
6' -5" SUCTION
TO DISCHARGE
11' -8"
39' -74"
19' -2"
2' -4" X 17' -5" X 4" CONC. PAD
68' -3A" SUCTION TO DISCHARGE
3' -4" W. 4' -0" W. X 5' -0" H.
X M.O. AT 1' -8" A.F.F.
7' -4" H (TYPICAL 5 LOCATIONS)
M.O.
CONCRETE ENCASEMENT, BEYOND: ENCASE
BARREL OF PIPE A MINIMUM 1 FOOT THICK
ALL AROUND AND TO BOTTOM OF BUILDING
FOUNDATION. ENCASEMENT SHALL EXTEND
LATERALLY A MINIMUM OF 1 FOOT BEYOND
INNER AND OUTER EDGES OF FOUNDATION.
TYPICAL FLOOR PENETRATION OF
SUCTION AND DISCHARGE RISERS
BPS -1 SUCTION RISER SHOWN
SCALE: 3/4" = 1' -0"
I
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS
r11_C I1y/11VIC. 1_. \F1V V'Ui0 \V ulm'ull1 \GVV.7 VG Ii7VVV L \VCt \1 ICul VGt \u- IJUIIIAI11 VI QVVU IIJ.J \llLVl- rvu'l��t -L u� v uvILVUVt7.uvvlJ. -7r 717P 7Y - ma 'Y, GV IG'JVI UGIII IACIII IVUI
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65' -31"
3'- 4" W.
X
7' -4" H.
M.O.
2' -10"
14' -8"
?' -10" X 5' -10"
4" CONC. PAD
034" CAST HOLE �s
THROUGH SLAB _ _ 2' -9j"
FOR DISCHARGE
I
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9' �_ 84"
I I
6" TK. CONCRETE FLOOR SLAB
(FIN. FLOOR ELEV. = 625.00)
04" FLOOR DRAIN
TYPICAL, 7 LOCATIONS
(SEE SPECIFICATIONS)
— FLOOR SLAB
SCALE: 3/16" = V-0
—0
FROM
r ]61
NOMINAL 8" SPLIT -FACE
CMU WALLS, ALL AROUND
I
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1_j
4' -4" X 4' -4"
X 4" CONC. PAD
13' -5"
2' -8" X 2' -8"
X 4" CONC. PAD
CONTRACTOR MUST VERIFY
FOOTPRINT DIMENSIONS OF
PROPOSED FLOOR MOUNTED
ELECTRICAL CABINETS AND
DEVICES PRIOR TO FORMING
AND POURING HOUSEKEEPING
PADS. CONTRACTOR SHALL
CONSULT WITH ENGINEER AND
ADJUST PAD DIMENSIONS IF
NECESSARY TO ACCOMMODATE
PROPOSED EQUIPMENT.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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DRAWING NUMBER:
Bn4
PROJ. NO.:
20090213.00. C L

2012 APPENDIX B
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
Name of Project: Albemarle Water Transmission Line for Cities of Albemarle, Concord & Kannapolis
Address: City of Concord, 26 Union Street South, Concord NC 28025
Proposed Use: Public water system booster pumping station (BPS -2, Concord)
Owner /Authorized Agent: W. Brian Hiatt, City Mgr. Phone # [phone]
Owned By: City of Concord ■ City /County ❑ Private ❑ State
Code Enforcement Jurisdiction: ❑ City Concord N County Cabarrus ❑ State
LEAD DESIGN PROFESSIONAL: RYAN W. HAGER, PE - W.
K. Dickson Co., Inc.
DESIGNER
FIRM NAME LICENSE # TELEPHONE #
E -MAIL
Architectural
N/A ( )
F
MAXIMUM
BUILDING
AREA4
Civil (Bldg)
WK Dickson Co. George T. Lowder 015112 (828) 327 -6911
tiowder @wkdickson.com
Electrical
McCracken & Lopez PA Damaso Lopez 007226 (704) 376 -7072
[e-mail]
Fire Alarm
N/A ( )
Stories
Plumbing
WK Dickson Co. George T. Lowder 015112 (828) 327 -6911
[e-mail]
Mechanical
McCracken & Lopez PA Richard McCracken 008085 (704) 376 -7072
[e-mail]
Sprinkler- Standpipe
N/A ( )
U -Value of assembly
Structural
Stewart Engrg. Michael A. Gardina 024096 (704) 909 -3514
mgardina @stweart - eng.com
Retaining Walls >5'
N/A ( )
low e required, if applicable N/A
Other
N/A ( )
0.1
2012 EDITION OF NC CODE FOR: ■ New Construction ❑ Addition 0 Upfit
EXISTING:
❑ Reconstruction ❑ Alteration ❑ Repair ❑ Renovation
CONSTRUCTED: ORIGINAL USE(S):
Slab heated
RENOVATED: CURRENT USE(S):
East
PROPOSED USE(S): Public water system
booster pumping station
BUILDING DATA
Construction Type:
❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V -A
West
PRESCRIPTIVE ■ ENERGY COST BUDGET ❑
❑ I -B ■ II -B ❑ III -B ❑ V -B
MASONRY
Mixed Construction: ■ No ❑ Yes Types
lamp type required in fixture
Sprinklers:
■ No ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
winter dry bulb SEE MECHANICAL DRAWINGS
Standpipes:
■ No ❑ Yes Class ❑ I ❑ II ❑ III ❑ Wet ❑ Dry
DRAWINGS
Fire District:
❑ No ■ Yes Flood Hazard Area: ■ No ❑ Yes
SEE ELECTRICAL
Building Height:
Feet 26 Number of Stories 1 ❑ Unlimited Per
number of ballast in fixture
Mezzanine:
■ No ❑ Yes
INTERIOR DESIGN CONDITIONS
High Rise:
■ No ❑ Yes
Nonbearing Walls
and Partitions
Gross Building
Area:
T TK• PARTWIY
2 HOUR R R RATED
(2 HO RATED)
FLOOR
EXISTING (SQ FT) NEW (SQ FT) SUB- TOTALS
total exterior wattage specified vs allowed SEE ELECTRICAL
6th Floor
Exterior
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
5th Floor
BUILDING HEATING LOAD SEE MECHANICAL DRAWINGS
motor horsepower SEE ELECTRICAL
4th Floor
< Z
BUILDING COOLING LOAD SEE MECHANICAL DRAWINGS
3rd Floor
DRAWINGS
2nd Floor
U)
Mezzanine
MECHANICAL SPACING CONDITIONING SYSTEM
East
1st Floor
3,436
Basement
W
TOTALS
3,436
DRAWINGS
ALLOWABLE AREA
Occupancy.
• Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ A -4 ❑ A -5
• Business ❑ Educational ❑ Factory ❑ F -1 Moderate ❑ F -2 Low
❑ Hazardous ❑ H -1 ❑ H -2 ❑ H -3 ❑ H -4 ❑ H -5
Detonate Deflagrate Combust Health HPM
❑ Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 1 -4
1 -3 Use Condition: ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5
❑ Mercantile ❑ Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ R -4
❑ Storage ❑ S -1 Moderate ❑ S -2 Low ❑ High -piled
❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage
■ Utility /Miscellaneous
Accessory Occupancies: None
Special Uses: ❑ 402 11403 ❑ 404 ❑ 405 ❑ 406.6 ❑ 407 11408 ❑ 409 ❑ 410
❑ 411 ❑ 412 ❑ 413 11414 ❑ 415 11416 ❑ 417 ❑ 418 11419 ❑ 420 ❑ 421
Special Provisions: ❑ 508.2 ❑ 508.3 ❑ 508.4 ❑ 508.5 ❑ 508.6 ❑ 508.7 ❑ 508.8
Mixed Occupancy. ■ No ❑ Yes Separation: Hr. Exception(s):
❑ Incidental Use Separation (302.1.1)
This separation is not exempt as a Non - Separated Use (see exceptions).
❑ Non - Separated Use (302.3.1)
The required type of construction for the building shall be
determined by applying the height and area limitations for each
of the applicable occupancies to the entire building. The most
restrictive type of construction, so determined, shall apply to
the entire building.
❑ Separated Use (302.3.2) See below for area calculations.
For each story, the area of occupancy shall be such that the
sum of the ratios of the actual floor area of each use divided
by the allowable floor area for each use shall not exceed 1.
Actual area of occupancy A
Allowable area o occupancy +
3,436 + 0
8,500
0
Actual area of occupancy B < 1
Allowable area of occupancy -
+ = 0.40 < 1.00
STORY NO.
DESCRIPTION
AND USE
A
BLDG. AREA
PER STORY
ACTUAL
B
ABLE 5035
AREA
C
AREA FOR
OPEN SPACE
INCREASE
D
AREA FOR
SPRINKLER
INCREASE2
E
ALLOWABLE
AREA OR
UNLIMITED3
F
MAXIMUM
BUILDING
AREA4
1
WATER
3 436
8,500
N/A
total square footage of
skylights in each assembly N/A
EXTERIOR WALLS (each assembly)
Stories
PUMPING
8" & 12" CMU
U -Value of total assembly
0.07
R -Value of insulation
13
Openings (windows or doors
with glazing)
U -Value of assembly
0.5
shading coefficient
N/A
projection factor
N/A
low e required, if applicable N/A
Door R- Values
3
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
1 Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet
minimum width = (F)
b. Total Building Perimeter = (P)
c. Ratio (F /P) = (F /P)
d. W = Minimum width of public wa (W)
e. Percent of frontage increase If = 100 (F/=P - 0.25) x W /30
2 The sprinkler increase per Section 506.3 is as follows:
a. Multi -story building Is = 200 percent
b. Single story building Is = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M,
S, A -4 (507); Group A Motion Picture (507.9); Malls (402.6); and
H -2 Aircraft Paint Hangers (507.7).
4 Maximum Building Area = total number of stories in building x E (506.4).
5 The maximum area of parking garages must comply with 406.3.5. The
maximum area of air traffic control towers must comply with 412.1.2.
ENERGY SUMMARY
ENERGY REQUIRMENTS:
The following data shall be concidered minimum and any special
attribute required to meet the energy code shall also be provided.
Each Designer shall furnish the required portions of the project
information for the plan data sheet. If energy cost budget method,
state the annual energy cost budget vs allowable annual energy cost
budget.
THERMAL ENVELOPE
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑ ENERGY COST BUDGET ❑
ROOF /CEILING ASSEMBLY (each
assembly)
Descrrtion of assembly SS
METAL ROOF PANELS ON FRT WD JOISTS
U -Value of total assembly
0.04
R -Value of insulation
19
Skylights in each assembly
N/A
U -Value of skylight
N/A
total square footage of
skylights in each assembly N/A
EXTERIOR WALLS (each assembly)
Stories
Description of assembly
8" & 12" CMU
U -Value of total assembly
0.07
R -Value of insulation
13
Openings (windows or doors
with glazing)
U -Value of assembly
0.5
shading coefficient
N/A
projection factor
N/A
low e required, if applicable N/A
Door R- Values
3
(continued in next column)
K. DICKSON & CO.. INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT: ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART,
FILE NAME: L:\ Projects \Concord \2009021300CL \Cadd \Plan Set \B - Building Drawings \CONCORD BPS BUILDING.dwg - # # ## - June 25, 2012 - Al Stewart
ALLOWABLE HEIGHT
FIRE PROTECTION REQUIREMENTS
Life Safety Plan #, if Provided N/A
BUILDING ELEMENT
ALLOWABLE INCREASE FOR
(TABLE 503) SPRINKLERS
SHOWN ON
PLANS
CODE
REFERENCE
Type of Construction
Type
Type II -B
REQ'D
Building Height in Feet
Feet
Feet = H + 20' _ -
Height 27
503.11
Building Height in Stories
Stories _2_
1 Stories + 1 = -
Stories
Bearing Walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan #, if Provided N/A
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
FEET
RATING
DETAIL#
AND
SHEET#
DESIGN#
FOR
RATED
ASSEMBLY
DESIGN#
FOR
RATED
PENETRATION
DESIGN#
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W/
REDUCTION
Structural Frame
including columns,
g
girders, trusses
■ No
o w /ARE
RETARDANT
TREATED
WOOD
ARE REraRawr
TREATED WOOD
TRUSSES AND
SHEATHING
❑ No
■ Yes
48'
Description of assembly
Bearing Walls
U -Value of total assembly
0
T Tx. PARTIALLY
RUB MASONRY
2 HOUR RATED
N/A
FLOORS OVER UNCONDITIONED SPACE (each
assembly)
Description of assembly
Exterior
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS SLAB ON GRADE
Description of assembly 16" Conc. Slab on Crushed Stone
North
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
N/A
East
MASONRY
METHOD OF COMPLIANCE
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑
West
PRESCRIPTIVE ■ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
MASONRY
THERMAL ZONE SEE ELECTRICAL DRAWINGS
lamp type required in fixture
SEE ELECTRICAL
South
winter dry bulb SEE MECHANICAL DRAWINGS
number of lamps in fixture
SEE ELECTRICAL
DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
ballast type used in fixture
SEE ELECTRICAL
Interior
CLIMATE ZONE
number of ballast in fixture
SEE ELECTRICAL
DRAWINGS
INTERIOR DESIGN CONDITIONS
total wattage per fixture
SEE ELECTRICAL
Nonbearing Walls
and Partitions
winter dry bulb SEE MECHANICAL DRAWINGS
0
T TK• PARTWIY
2 HOUR R R RATED
(2 HO RATED)
DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
total exterior wattage specified vs allowed SEE ELECTRICAL
DRAWINGS
Exterior
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
m �
U O 0
BUILDING HEATING LOAD SEE MECHANICAL DRAWINGS
motor horsepower SEE ELECTRICAL
DRAWINGS
< Z
BUILDING COOLING LOAD SEE MECHANICAL DRAWINGS
North
DRAWINGS
MASONRY
U)
MECHANICAL SPACING CONDITIONING SYSTEM
East
DRAWINGS
W
Unitary
West
DRAWINGS
Z
Z Z
N
description of unit SEE MECHANICAL DRAWINGS
South
DRAWINGS
MASONRY
Z
heating efficiency SEE SCHEDULES
Interior
0
N/A
..
QZOO
heat output of unit SEE SCHEDULES
Floor Constructio
including support
beams and joists
0
SInNa ON GRADE
Cc
O 0_ U
Boiler
Roof Constructio
Including supporting
9 P. g
beams an joists
Z
0 W /FIRE
�T^RD'�
TREATED
WOOD
METAL ROOF
PANELS: ARE
RETARDANT
TREATED WOOD
Z Z
Chiller
Shaft Enc. - Exit
N/A
total chiller capacity. If oversized, state reason. N/A
C\1
ZOW
LIST EQUIPMENT EFFICIENCIES N/A
Shaft Enc. - Other
0
Z
N/A
W Ir
Ooaij an aihion
N/A
m
LLJ
2 W m
Ifa� * C a� adbri
p
N/A
z Cr
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0
%# FBerNW ation
F_ 2 cr O
N/A
0)
W W Z W�(L
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N/A
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CL Q U U
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PROJ. DATE: APR. 2012
$eidantal oration
Q.C. DATE: APR. 2012
N/A
DRAWING NUMBER:
Bn5
Incidental Use Separation
20090213.00. C L
N/A
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
■ No
❑ Yes
Exit Signs:
■ No
❑ Yes
Fire Alarm:
■ No
❑ Yes
Smoke Detection Systems:
■ No
❑ Yes
Panic Hardware:
❑ No
■ Yes
WALLS ADJACENT TO UNCONDITIONED SPACE (each assembly)
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
Openings (windows or doors with glazing)
ALLOWABLE
TRAVEL DISTANCE
(TABLE 1015.1)
U -Value of assembly
N/A
low e required, if applicable
N/A
Door R- Values
N/A
WALLS BELOW GRADE (each assembly)
48'
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS OVER UNCONDITIONED SPACE (each
assembly)
Description of assembly
N/A
U -Value of total assembly
N/A
R -Value of insulation
N/A
FLOORS SLAB ON GRADE
Description of assembly 16" Conc. Slab on Crushed Stone
U -Value of total assembly
0.1
R -Value of insulation
3.75
Horizontal /vertical requirement
24"
Slab heated
N/A
EXIT REQUIRMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM
MINIMUM2
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGE MEANS OF
EGRESS" (SECTION 1014.2)
OR SPACE
DESIGNATION
REQUIRED
SHOWN
ON PLANS
ALLOWABLE
TRAVEL DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL DISTANCE
SHOWN ON PLANS
REQUIRED MINIMUM
DISTANCE BETWEEN
EXIT DOORS
ACTUAL
DISTANCE SHOWN
ON PLANS
WATER PUMPING
1
2
300'
48'
N/A
N A
GROUP U -
3,436
N/A
psf
-
-
-
-
-
-
WATER PUMPING
www.wkdickson.com
REQUIRED
NIA
(For MWFRS)
_
ELECTRICAL SUMMARY
® ® ®i4re1me1
MECHANICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE
1 Corridor dead ends (Section 1016.3).
2 Single exits (Table 1018.2).
3 Common Path of Travel (Section 1013.3).
EXIT WIDTH
USE GROUP
OR SPACE
DESCRIPTION
(a)
(b)
CALCULATED
OCCUPANT
LOAD
(c)
EXIT WIDTH
(in)2'3'4'5'6
AREA'
sq. ft.
AREA'
PER
OCCUPANT
(TABLE 1003.2.2.2)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(SECTION 1005.1)
(a /b) x c
ACTUAL WIDTH
SHOWN ON
PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
GROUP U -
3,436
N/A
psf
-
-
-
-
-
-
WATER PUMPING
www.wkdickson.com
REQUIRED
NIA
(For MWFRS)
_
ELECTRICAL SUMMARY
® ® ®i4re1me1
MECHANICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑
ENERGY COST BUDGET ❑
PRESCRIPTIVE ■ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
THERMAL ZONE SEE ELECTRICAL DRAWINGS
lamp type required in fixture
SEE ELECTRICAL
DRAWINGS
winter dry bulb SEE MECHANICAL DRAWINGS
number of lamps in fixture
SEE ELECTRICAL
DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
ballast type used in fixture
SEE ELECTRICAL
DRAWINGS
CLIMATE ZONE
number of ballast in fixture
SEE ELECTRICAL
DRAWINGS
INTERIOR DESIGN CONDITIONS
total wattage per fixture
SEE ELECTRICAL
DRAWINGS
winter dry bulb SEE MECHANICAL DRAWINGS
total interior wattage specified vs allowed
SEE ELECTRICAL
DRAWINGS
1 See Table 1004.1.2 to determine whether net or gross area is applicable.
See definitions "Area, Gross" and "Area, Net" (Section 1002).
2 Minimum stairway width (Section 1005.1 )• minimum corridor width
(Section 1016.2); minimum door width (Section 1018.1).
3 Minimum width of exit passageway (Section 1020.2).
4 See Section 1004.5 for converging exits.
5 The loss of one means of egress shall not reduce the available capacity
to less than 50 percent of the total required (Section 1005.1).
6 Assembly occupancies (Section 1024).
STRUCTURAL DESIGN
DESIGN LOADS: REFER TO STRUCTURAL DRAWING SO.1
Importance Factors: Wind (I W)
Snow (Is)
Seismic (IE)
SEISMIC DESIGN CATEGORY A
Compliance with Section 1616.4 only? ❑ Yes ■ No
SEISMIC DESIGN CATEGORY ■ B ❑ C ❑ D
REFER TO STRUCTURAL DRAWING SO.1
Seismic Use Group
Spectral Responce Acceleration SMs %g SMI %g
Site Classification ❑ Field Test ❑ Presumptive ❑ Historical Data
Basic structural system (check one)
• Bearing Wall ❑ Dual w /Special Moment Frame
• Building Frame ❑ Dual w /Intermediate R/C or Special Steel
• Moment Frame ❑ Inverted Pendulum
Seismic base shear Vx = KIPS VY = KIPS
Analysis Procedure ❑ Simplified ❑ Equivalent Lateral Force ❑ Modal
Architectural, Mechanical, Components anchored? ❑ No ❑ Yes
LATERAL DESIGN CONTROL: ❑ Earthquake ❑ Wind
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) psf
Presumptive Bearing capacity psf
Pile size, type, and capacity
PLUMBING FIXTURE REQUIREMENTS
USE
WATERCLOSETS
MALE
I FEMALE
URINALS
LAVATORIES
PARKING
AREA
SHOWERS
TUBS
DRINKING
REGULAR
FOUNTAINS
I ACCESSIBLE
MALE
FEMALE
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DFS, ICC, etc., describe below)
EXISTING
N A
SEE
MECHANICAL DRAWINGS
Floor
psf
616 Colonnade Drive
Snow Load: Roof
psf
NEW
N A
Wind Load: Basic Wind Speed
mph (ASCE
-7 -05)
(f) 704.334.0078
Exposure Category
www.wkdickson.com
REQUIRED
NIA
(For MWFRS)
_
ELECTRICAL SUMMARY
® ® ®i4re1me1
MECHANICAL SUMMARY
ACCESSIBLE PARKING
LOT OR
TOTAL# OF PARKING
SPACES
# OF ACCESSIBLE SPACES PROVIDED
TOTAL # OF
PARKING
AREA
REQUIRED
PROVIDED
REGULAR WITH 5
ACCESS AISLE
VAN FACES WITH 8
ACCESS AISLE
ACCESSIBLE
PROVIDED
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DFS, ICC, etc., describe below)
N A
psf
SEE
MECHANICAL DRAWINGS
Floor
psf
616 Colonnade Drive
Snow Load: Roof
psf
TOTALS
Wind Load: Basic Wind Speed
mph (ASCE
-7 -05)
(f) 704.334.0078
Exposure Category
CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL
:I_Q
EQUIPMENT SCHEDULES WITH MOTORS (mechanical systems)
motor horsepower
SEE
SPECIAL APPROVALS
Live Loads: Roof
psf
SCHEDULES
minimum efficiency
SEE
MECHANICAL DRAWINGS
motor type
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DFS, ICC, etc., describe below)
Mezzanine
psf
SEE
MECHANICAL DRAWINGS
Floor
psf
616 Colonnade Drive
Snow Load: Roof
psf
Wind Load: Basic Wind Speed
mph (ASCE
-7 -05)
(f) 704.334.0078
Exposure Category
www.wkdickson.com
Wind Base Shears Vx = KIPS Vy = KIPS
NC. LICENSE NO. F -0374
(For MWFRS)
_
ELECTRICAL SUMMARY
® ® ®i4re1me1
MECHANICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE
METHOD OF COMPLIANCE
PRESCRIPTIVE ■ PERFORMANCE ❑
ENERGY COST BUDGET ❑
PRESCRIPTIVE ■ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
THERMAL ZONE SEE ELECTRICAL DRAWINGS
lamp type required in fixture
SEE ELECTRICAL
DRAWINGS
winter dry bulb SEE MECHANICAL DRAWINGS
number of lamps in fixture
SEE ELECTRICAL
DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
ballast type used in fixture
SEE ELECTRICAL
DRAWINGS
CLIMATE ZONE
number of ballast in fixture
SEE ELECTRICAL
DRAWINGS
INTERIOR DESIGN CONDITIONS
total wattage per fixture
SEE ELECTRICAL
DRAWINGS
winter dry bulb SEE MECHANICAL DRAWINGS
total interior wattage specified vs allowed
SEE ELECTRICAL
DRAWINGS
summer dry bulb SEE MECHANICAL DRAWINGS
total exterior wattage specified vs allowed SEE ELECTRICAL
DRAWINGS
relative humidity SEE MECHANICAL DRAWINGS
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
m �
U O 0
BUILDING HEATING LOAD SEE MECHANICAL DRAWINGS
motor horsepower SEE ELECTRICAL
DRAWINGS
< Z
BUILDING COOLING LOAD SEE MECHANICAL DRAWINGS
number of phases SEE ELECTRICAL
DRAWINGS
U)
MECHANICAL SPACING CONDITIONING SYSTEM
minimum efficiency SEE ELECTRICAL
DRAWINGS
W
Unitary
motor type SEE ELECTRICAL
DRAWINGS
Z
Z Z
N
description of unit SEE MECHANICAL DRAWINGS
# of poles SEE ELECTRICAL
DRAWINGS
Z
heating efficiency SEE SCHEDULES
Z
Fn Q
cooling efficiency SEE SCHEDULES
..
QZOO
heat output of unit SEE SCHEDULES
cooling output of unit SEE SCHEDULES
Cc
O 0_ U
Boiler
Z
total boiler output. If oversized, state reason. N/A
Z Z
Chiller
a F- O
Q
total chiller capacity. If oversized, state reason. N/A
C\1
ZOW
LIST EQUIPMENT EFFICIENCIES N/A
CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL
:I_Q
EQUIPMENT SCHEDULES WITH MOTORS (mechanical systems)
motor horsepower
SEE
SCHEDULES
number of phases
SEE
SCHEDULES
minimum efficiency
SEE
MECHANICAL DRAWINGS
motor type
SEE
MECHANICAL DRAWINGS
# of poles
SEE
MECHANICAL DRAWINGS
:>ii .01
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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VERT. DATUM: NAVD 88
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PROJ. NO.:
20090213.00. C L

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FILE NAME: L: \F
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)21300CL \Cadd \Plan Set \B - Buildinq Drawings \CONCORD BPS BUILDING.dwa - # # ## - Mav 4. 2012 -Jordan IRPnhr)I it
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SEE STRUCTURAL PLANS
FOR REINFORCEMENT OF
MASONRY WALLS ABOVE
AND BELOW GRADE.
SEE STRUCTURAL PLANS FOR
FOUNDATION DIMENSIONS AND
REINFORCING REQUIREMENTS -
COPYRIGHT ©.
.,INC. ALL RIGHTS
CONTRACTOR MUST VERIFY
FOOTPRINT DIMENSIONS OF
PROPOSED FLOOR MOUNTED
ELECTRICAL CABINETS AND
DEVICES PRIOR TO FORMING
AND POURING HOUSEKEEPING
PADS. CONTRACTOR SHALL
CONSULT WITH ENGINEER AND
ADJUST PAD DIMENSIONS IF
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FOUNDATION. ENCASEMENT SHALL EXTEND
LATERALLY A MINIMUM OF 1 FOOT BEYOND
INNER AND OUTER EDGES OF FOUNDATION.
FILE NAME: L:\ Projects \Concord\2009021300CL \Cadd \Plan Set\B- Building Drawings \CONCORD BPS BUILDING.dwg - # # ## - May 4, 2012 - Jordan Isenhour
NOMINAL 8" CMU WALLS,
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616 Colonnade Drive
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(v) 704.334.5348
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www.wkdickson.com
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ROOF TRUSSES, NAILERS, CARPENTRY, SOFFIT,
D DICKSON
FASCIA AND ANCHORS SHOWN HERE ARE FOR
Transportation + Water Resources
ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL
Urban Development + Geomatics
REFER TO THE STRUCTURAL DRAWINGS AND TO STANDING SEAM METAL ROOF
Charlotte, North Carolina
THE TECHNICAL SPECIFICATIONS FOR SPECIFIC (REFER TO SPECIFICATIONS) 12
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DETAILS AND DIRECTIVES REGARDING ROOF 6�
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NC. LICENSE NO. F -0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES
FILE NAME: L:\ Projects \Concord \2009021300CL \Cadd \Plan Set \b - building Drawings \IJUNCUHU 1:31`5 t3UiLUINU.dwg -# ## - May 4, 2012 - Jordan Isenhour
Vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(1) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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NOMINAL 1X8 CELLULAR VINYL PVC
BOARDS IN VERTICAL, HORIZONTAL
& CROSSED ORIENTATIONS; COLOR
WHITE; WITH WOODGRAIN TEXTURE
6' -0"
Z
8x4x16
1-x12x16
0m,
HOLLOW
• t
12' -0"
STEEL RE —BARS, LINTELS, TIES AND ANCHORS
SHOWN HERE ARE FOR ILLUSTRATIVE PURPOSES.
CONTRACTOR SHALL REFER TO THE STRUCTURAL
DRAWINGS AND TECHNICAL SPECIFICATIONS FOR
DETAILS AND DIRECTIVES REGARDING CONCRETE
SLAB, FOUNDATION AND WALLS' REINFORCEMENT
MATERIALS, SIZING AND PLACEMENT. QUESTIONS
OR CONFLICTS WHICH MAY ARISE SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER
FOR CLARIFICATION PRIOR TO ORDERING SUCH
MATERIALS OR PROCEEDING WITH THE WORK.
a a.
/
\\
�\ \\ \\ \\ ,
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STEEL- REINFORCED Q
CONCRETE FOOTING
(SEE STRUCTU RA L)
\/ \
REMO
CONCRETE FLOOR SLAB
(SEE STRUCTURAL PLANS)
BPS2 - SECTION A
SCALE: 3/4" = 1' -0" �t_11
TO BE VALID. TRUE COPT
SDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(1 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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PROFESSIONAL SEAL
FULL SCALE: 111= NA
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HOR. DATUM: NC GRID (NAD 83)
VERT. DATUM: NAVD 88
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FILE NAME:
TYPICAL PANEL
DIAGRAM
MANUFACTURER &
BRANCH CIRCUIT WIRE
COLOR
TOTAL
120/208 POLE NUMBER
OR
120/208
277/480
120/240
12000/240 277/480
BROWN
BLACK 1----2
BLACK BROWN
ORANGE
RED 3 4
RED ORANGE
YELLOW
BLUE 5 6
BLUE YELLOW
BROWN
BLACK 7----8
BLACK BROWN
ORANGE
RED 9----10
RED ORANGE
YELLOW
BLUE 11 12
BLUE YELLOW
460 VOLT, 3 PHASE MOTOR - NUMERAL INDICATES HORSEPOWER.
ETC. ETC.
NEUTRAL
-
OR 250 -81 OF THE NATIONAL ELECTRICAL CODE.
120/240
OR 120/208 VOLTS - WHITE
277/480
VOLTS - WHITE WITH IDENTIFIABLE COLOR STRIPE
FED
(NOT GREEN). IF NOT AVAILABLE AT TIME
MOD
OF INSTALLATION,
CLEAR USE OF GRAY
DAMPER TO FVNR AND CONNECT AS DIRECTED.
WITH ELECTRICAL
INSPECTOR.
GROUND
WIRE SHALL BE GREEN FOR
ALL VOLTAGES.
HOMERUNS TO PANELBOARDS ARE SHOWN AS POLES RATHER THAN CIRCUITS.
SIMILARLY, PANEL SCHEDULES LIST POLES RATHER THAN CIRCUITS, BUT
INDICATE WHICH POLES ARE COMMON TRIP FORMING TWO AND THREE POLE
CIRCUITS. HOMERUN DESIGNATIONS INDICATE PANELBOARD AND POLES TO
WHICH PHASE WIRES ARE TO BE CONNECTED. NUMBER OF ARROWS INDICATE
NUMBER OF CIRCUITS INVOLVED. CROSS HATCHES, SHOWN ONLY WHEN THE
NUMBER OF POLES EXCEEDS THE NUMBER OF CIRCUITS, INDICATE THE NUMBER
OF WIRES. FOR EXAMPLE:
SYMBOL NO. OF POLES CIRCUITS PHASE WIRES NEUTRAL
r" LP -1 1 1 1 1
--► LP -1, 3 2 1 2 0
--+► LP -1, 3 2 1 2 1
--,55, LP -1, 3, 5 3 1 3 0
-,555, ► LP -1, 3, 5 3 1 3 1
—r.�.. LP -5, 7 2 2 2 2
moo, LP -5, 7, 9 3 3 3 3
FEEDERS:
NO. ( ) INDICATES QUANTITY OF CONDUITS AND CONDUCTORS IN
PARALLEL. SEE NEC 250 -168, 250 -122, 300 -20 AND 310 -4 FOR SPECIAL
REQUIREMENTS. EXAMPLE: 3(3 #3/0, 1 #1/0 N, 1 1G, 2 1/2"C) REQUIRES
THREE 2 1/2" CONDUITS EACH HAVING THREE NO. 3/0 PHASE ` CONDUCTORS,
ONE NO. 1/0 NEUTRAL CONDUCTOR AND ONE NO. 1 GROUNDING CONDUCTOR.
EQUIPMENT GROUNDING CONDUCTORS:
EQUIPMENT GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN ON
CIRCUITING PLANS BUT SHALL BE PROVIDED IN THE SIZES AS SCHEDULED
ON N.E.C. TABLE 250 -122 ON ALL CIRCUITS.
LIGHTING FIXTURE SCHEDULE -- CONTRACT 1
FIXTURE
MANUFACTURER &
LAMPS
BALLAST
TOTAL
®
QTY,
I TYPE
WATTS
QTY.
TYPE
WATTS
TYPE
CATALOG INFORMATION
WATTS
DESCRIPTION
A2
LiTHONIA AFST -2 -28-
2
F28T8
28
1
ELECTRONIC
54
54
INDUSTRIAL FLUORESCENT, 4 -FOOT LONG, SUSPENDED
DRY TYPE TRANSFORMER - SINGLE PHASE, 480- 120/240 VOLTS.
MVOLT- GEB101S -PO
460 VOLT, 3 PHASE MOTOR - NUMERAL INDICATES HORSEPOWER.
E -10
INDICATES GROUNDING ELECTRODE CONDUCTOR AS REQUIRED BY ARTICLES 250 -26
-
OR 250 -81 OF THE NATIONAL ELECTRICAL CODE.
`GR
NEW GROUND ROD - 3/4" x 10' -0"
TO NOT LOWER THAN 12" BELOW BOTTOM OF TRUSS,
SURGE PROTECTION DEVICE. SEE SECTION
FED
REMOTE GENERATOR SET ANNUNCIATOR.
MOD
MOTORIZED DAMPER (DIVISION 23), 120V, 60 HZ. PROVIDE 2 #14, 1 #14 G, 1/2"C FROM
PLAN AND
DAMPER TO FVNR AND CONNECT AS DIRECTED.
DISCONNECT SAFETY SWITCH. MOUNT 48" AFF, UNLESS OTHERWISE NOTED.
MULTI- VOLTAGE, ELECTRONIC BALLAST, WHITE PORCELAIN
LEVEL (FLOAT) SWITCH - "H "; HIGH LEVEL CUT -OFF: "L" LOW LEVEL CUT OFF
CRA
CHLORINE RESIDUE ANALYZER
CH
CHLORINE METER /TRANSMITTER
LE
LEVEL TRANSMITTER PRIMARY ELEMENT
LIT
LEVEL INDICATOR /TRANSMITTER.
REFLECTOR FINISH.
D
US ENERGY SCIENCES
1
IND. FLOUR.
80
1
ELECTRONIC
85
85
WALL MOUNTED, OUTDOOR ALUMINUM INDUCTION
EXCEPT AS OTHERWISE SPECIFICALLY NOTED.
WP19 -1 D- 80 -1 -SE
AUTOMATIC TRANSFER SWITCH
QL
CONDUIT
CC
SYMBOL USED FOR SOME CONTROL CONDUCTORS, #14 AWG - THHN -THWN. SEE SHEET E -13
FOR ADDITIONAL REQUIREMENTS.
FLUORESCENT FIXTURE, DARK BRONZE FINISH, SPECULAR
ELECTRIC UNIT HEATER (DIVISION 23)
F
FUSE
FJ
INDICATES JUNCTION BOX FOR POWER (120V) CONNECTION TO INSTRUMENT. INCLUDE 1 -AMP
211.047
FUSE FOR EXTRA PROTECTION TO INSTRUMENTATION.
FVNR
FULL VOLTAGE NON - REVERSIBLE MAGNETIC MOTOR STARTER
ALUMINUM REFLECTOR, POLYCARBONATE DIFFUSER,
GROUND
GF
WITH GROUND FAULT PROTECTION
HH
HANDHOLE
MCM
Kcmil (THOUSAND CIRCULAR MILS)
NEC
NATIONAL ELECTRICAL CODE
BUILT -IN PHOTOCELL CONTROL.
E
US ENERGY SCIENCES
1
IND. FLOUR.
80
1
ELECTRONIC
85
85
SAME AS TYPE D EXCEPT INSTALL ON PLIE 15' -0"
RIGID SCHEDULE 40 METAL CONDUIT
WP19 -1 D- 80 -1 -SE
QL
O
ABOVE GRADE. PROVIDE BOX AND ADAPTER AS
J
I
REQUIRED TO ACCOMPLISH INSTALLATION.
NOTES:
EQUIVALENT FIXTURES FROM WILLIAMS, HUBBELL, COOPER LIGHTING, HOLOPHANE, LITHONIA, KIM AND
DAYBRITE ARE EQUALLY ACCEPTABLE.
ELECTRICAL SUMMARY - BPS #1
ELECTRICAL SYSTEM AND EQUIPMENT
METHOD OF COMPLIANCE:
PRESCRIPTIVE ■ PERFORMANCE ❑ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
LAMP TYPE REQUIRED IN FIXTURE
NUMBER OF LAMPS IN FIXTURE
BALLAST TYPE USED IN FIXTURE SEE LIGHTING FIXTURE SCHEDULE
NUMBER OF BALLASTS IN FIXTURE
TOTAL WATTAGE PER FIXTURE
TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED:
1,728 WATTS vs 2,976 WATTS
TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED:
SOURCE EFFICACY > 45 LUMENS /WATT
EQUIPMENT SCHEDULES WITH MOTORS
(NOT USED FOR MECHANICAL SYSTEMS)
MOTOR HORSEPOWER - 300
NUMBER OF PHASES - 3
MINIMUM EFFICIENCY - 94.4
MOTOR TYPE - INDUCTION. INVERTER TYPE
# OF POLES - 4
& CO., INC. ALL
ELECTRICAL SUMMARY -BPS #2
ELECTRICAL SYSTEM AND EQUIPMENT
METHOD OF COMPLIANCE:
PRESCRIPTIVE ■ PERFORMANCE ❑ ENERGY COST BUDGET ❑
LIGHTING SCHEDULE
LAMP TYPE REQUIRED IN FIXTURE
NUMBER OF LAMPS IN FIXTURE
BALLAST TYPE USED IN FIXTURE SEE LIGHTING FIXTURE SCHEDULE
NUMBER OF BALLASTS IN FIXTURE
TOTAL WATTAGE PER FIXTURE
TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED:
2,592 WATTS vs 3,422 WATTS
TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED:
SOURCE EFFICACY > 45 LUMENS /WATT
EQUIPMENT SCHEDULES WITH MOTORS
(NOT USED FOR MECHANICAL SYSTEMS)
MOTOR HORSEPOWER - 300
NUMBER OF PHASES - 3
MINIMUM EFFICIENCY - 94.4
MOTOR TYPE - INDUCTION. INVERTER TYPE
# OF POLES - 4
ELECTRICAL SYMBOL SCHEDULE
SYMBOL DESCRIPTION
-- -""°-- CONDUIT. CONCEAL TO MAXIMUM EXTENT FEASIBLE IN OR ABOVE CEILING, BELOW FLOOR,
UNDERGROUND OR IN WALL. CONDUIT RUN EXPOSED SHALL BE INSTALLED AS HIGH AS
POSSIBLE.
DASHED LINES ARE USED TO SHOW CONDUIT TO BE RUN BELOW SLAB OR BELOW GRADE, AS
APPLICABLE.
IF SHOWN, CROSS LINES INDICATE NUMBER OF CURRENT CARRYING CONDUCTORS.
EQUIPMENT GROUNDING CONDUCTORS ARE GENERALLY NOT INCLUDED IN THE
QUANTITY INDICATED.
-- --G`-- -- BURIED GROUNDING LOOP, #1/0 BARE STRANDED TINNED COPPER CABLES.
--- ----�►
HOME RUN TO PANEL - WITH PANEL AND CIRCUIT DESIGNATION.
--0—
CONDUIT STUB -IN WITH CONNECTION TO EQUIPMENT
Q, Q OR FEES
JUNCTION OR PULL BOX. SIZE PER N.E.C.
®
FLUORESCENT FIXTURE - MOUNT AS SCHEDULED, DRAWN APPROXIMATELY TO SCALE.
CH
WALL OUTLET - INCANDESCENT, FLUORESCENT, OR HID FIXTURE AS SCHEDULED.
S
SINGLE POLE SWITCH - 20A, 120 -277V.
-0- -0
MOUNT . 46" AFF TO TOP AND 2" FROM STRIKE SIDE OF DOOR FRAME.
S3
3 -WAY, SINGLE POLE SWITCH - REST SAME AS "S"
®
BRANCH CIRCUIT OR DISTRIBUTION PANELBOARD, AS INDICATED
H, ,A
CONVENIENCE RECEPTACLE - MOUNT 18" AFF. NEMA 5 -20R, DUPLEX
® FVNR
FULL VOLTAGE NON- REVERSIBLE MAGNETIC STARTER
(D-+
THERMOSTAT, LINE VOLTAGE (DIVISION 23) PROVIDE 2 #14, 1 #14 G, 1/2"C FROM THERMOSTAT
10 0
TO FVNR STARTER OR EUH, AS APPLICABLE AND CONNECT AS DIRECTED BY DIV. 23 CONTRACTOR.
o--
DRY TYPE TRANSFORMER - SINGLE PHASE, 480- 120/240 VOLTS.
OFF, , ON
460 VOLT, 3 PHASE MOTOR - NUMERAL INDICATES HORSEPOWER.
E -10
INDICATES GROUNDING ELECTRODE CONDUCTOR AS REQUIRED BY ARTICLES 250 -26
-
OR 250 -81 OF THE NATIONAL ELECTRICAL CODE.
`GR
NEW GROUND ROD - 3/4" x 10' -0"
SPD
SURGE PROTECTION DEVICE. SEE SECTION
FED
REMOTE GENERATOR SET ANNUNCIATOR.
MOD
MOTORIZED DAMPER (DIVISION 23), 120V, 60 HZ. PROVIDE 2 #14, 1 #14 G, 1/2"C FROM
PLAN AND
DAMPER TO FVNR AND CONNECT AS DIRECTED.
DISCONNECT SAFETY SWITCH. MOUNT 48" AFF, UNLESS OTHERWISE NOTED.
LEVEL (FLOAT) SWITCH - "H "; HIGH LEVEL CUT -OFF: "L" LOW LEVEL CUT OFF
CRA
CHLORINE RESIDUE ANALYZER
CH
CHLORINE METER /TRANSMITTER
LE
LEVEL TRANSMITTER PRIMARY ELEMENT
LIT
LEVEL INDICATOR /TRANSMITTER.
FE
FLOW TRANSMITTER PRIMARY ELEMENT
FLT
FLOW INDICATOR /TRANSMITTER
MAG
MAG METER TYPE FLOW INDICATOR /TRANSMITTER
A
AMPERE
AFF
ABOVE FINISHED FLOOR - MEASURED FROM FLOOR TO CENTER OF DEVICE,
EXCEPT AS OTHERWISE SPECIFICALLY NOTED.
ATS
AUTOMATIC TRANSFER SWITCH
C
CONDUIT
CC
SYMBOL USED FOR SOME CONTROL CONDUCTORS, #14 AWG - THHN -THWN. SEE SHEET E -13
FOR ADDITIONAL REQUIREMENTS.
EUH
ELECTRIC UNIT HEATER (DIVISION 23)
F
FUSE
FJ
INDICATES JUNCTION BOX FOR POWER (120V) CONNECTION TO INSTRUMENT. INCLUDE 1 -AMP
211.047
FUSE FOR EXTRA PROTECTION TO INSTRUMENTATION.
FVNR
FULL VOLTAGE NON - REVERSIBLE MAGNETIC MOTOR STARTER
G
GROUND
GF
WITH GROUND FAULT PROTECTION
HH
HANDHOLE
MCM
Kcmil (THOUSAND CIRCULAR MILS)
NEC
NATIONAL ELECTRICAL CODE
N
NEUTRAL
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
P
POLE
PH
PHASE
RMC
RIGID SCHEDULE 40 METAL CONDUIT
, IN WHOLE OR IN PART, WITHOUT WRITTEN
RTD REMOTE TEMPERATURE DETECTOR OR REMOTE VIBRATION DETECTOR, AS APPLICABLE.
RTU REMOTE TERMINAL DATA UNIT - PART OF SCADA CONTROL SYSTEM
RVNR REDUCED VOLTAGE NON- REVERSIBLE, AUTO TRANSFORMER.
SC INDICATES SIGNAL CABLE: BELDEN #83702, TWO - CONDUCTOR, 16 GAUGE SHIELDED CABLE,
TEFLON JACKETED, SUITABLE FOR USE IN WET LOCATIONS AND BELDEN #8719 FOR USE
IN DRY LOCATIONS. SEE SHEET E -13 FOR ADDITIONAL REQUIREMENTS.
SCIR SHORT CIRCUIT INTERRUPTING RATING IN RMS AMPERES.
SO SPACE ONLY (WITH PROVISIONS FOR FUTURE OVERCURRENT PROTECTIVE DEVICE)
VFD VARIABLE FREQUENCY DRIVE MOTOR CONTROLLER ASSEMBLY
WP INDICATES DEVICE TO HAVE WEATHERPROOF COVER
WT WATER -TIGHT
THIS DOCUMENT,
GENERAL ROTES
1. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION, EXACT CONFIGURATION
AND REQUIREMENTS OF INSTRUMENTS AND EQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS PRIOR TO RUNNING ANY WIRING.
2. ALL CIRCUITS RATED 115 VOLTS OR HIGHER SHALL BE PROVIDED WITH SEPARATE
EQUIPMENT GROUNDING CONDUCTORS BONDED TO ALL METAL ENCLOSURES, METALLIC
BOXES AND GROUNDING RODS ASSOCIATED WITH THE CIRCUIT.
3. PVC, SCHEDULE 40, CONDUIT MAY BE USED FOR UNDERGROUND SITE WORK.
STUB -UP CONDUIT SHALL BE RIGID STEEL CONDUIT.
4. ALL WALL MOUNTED OUTLET BOXES WITHIN 8' -0" FROM FLOOR SHALL BE CAST METAL,
FS OR FD TYPE.
5. ALL EXTERIOR SUPPORT METAL SHALL BE HOT DIPPED GALVANIZED STEEL.
CONTROL WIRING DIAGRAM SYSTEM
SYMBOLS
&
MAGNETIC STARTER COIL
�I OL
—1'�--
E -3
BPS NO. 1
OVERLOAD PROTECTION
POWER DIAGRAM
NORMALLY OPEN CONTACT OR CONTACTOR
BPS NO. 1
NORMALLY CLOSED CONTACT OR CONTACTOR
-- 0
ON -OFF SWITCH
-0- -0
RED PILOT LIGHT
HVAC POWER & LIGHTING PLAN
GREEN PILOT LIGHT
0
- ELECTRICAL SITE PLAN
H, ,A
BPS NO. 2
- ONE LINE
POWER DIAGRAM
E -8
HAND - OFF - AUTOMATIC SWITCH
10 0
POWER PLAN
o--
BPS NO. 2
OFF, , ON
HVAC POWER & LIGHTING PLAN
E -10
ENGINE GENERATOR SET
—0 0—
ON -.OFF SWITCH
(9
TIME DELAY RELAY
RT
RUN TIME METER
E -1 ELECTRICAL SYMBOL SCHEDULE AND DETAILS
E -2
BPS NO. 1
- ELECTRICAL SITE PLAN
E -3
BPS NO. 1
- ONE LINE
POWER DIAGRAM
E -4
BPS NO. 1
BUILDING -
POWER PLAN
E -5
BPS NO. 1
BUILDING -
HVAC POWER & LIGHTING PLAN
E -6
BPS NO. 2
- ELECTRICAL SITE PLAN
E -7
BPS NO. 2
- ONE LINE
POWER DIAGRAM
E -8
BPS NO. 2
BUILDING -
POWER PLAN
E -9
BPS NO. 2
BUILDING -
HVAC POWER & LIGHTING PLAN
E -10
ENGINE GENERATOR SET
DETAILS
E -11
ELECTRICAL
DETAILS
E -12
ELECTRICAL
EQUIPMENT
SCHEDULES
E -13
PLAN AND
DETAILS
BE CONSIDERED TO BE VALID, TRUE
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
CA
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Q.C.:
Q.C. DATE:
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DRAWING NUMBER:
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PROJ. NO.:
20090213.00. CL

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COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: K= -4W - 3Q 2= - Dandd MoOradwn
O'DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomafics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
V�-x
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CIRCUIT LEGEND
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FROM POWER CO. PAD MOUNTED TRANSFORMER TO SERVICE RATED "ATS1"
ENCASED IN TWO INCHES OF CONCRETE:
L DISINFECTANT BUILDING
FOUR 3 1/2"C, EACH WITH 3-600 MCM, 1 #4/0 N, PARALLEL SERVICE
GR `SEE DETAIL ON SHEET
GR 13
480 /277/3.
FROM GENERATOR SET TO BUILDING EQUIPMENT ALL ENCASED IN 2" OF
`---- - -' - --
CONCRETE AS FOLLOWS:
8
TWO 3"C TO "ATS1" FOR SERVICE, EACH WITH 3-500 MCM, 1 #2/0 N,
1 #2/0 G, PARALLEL FEEDER, 480/277/3.
9
3/4"C TO PANEL Pl:
STANDBY ENGINE GENERATOR SET
2 #8,1 #10 G —FOR BLOCK HEATER
SEE DETAILS ON SHEET E-10
PUMP AND
2 #12 FOR BATTERY CHARGER AND AUXILIARY POWER
G
..........
CONTROLS
3/4"C TO SCADA RTU WITH 10 #14 FOR ALARMS AND STATUS
..........
Qi
BUILDING GR
3/4"C TO "ATS1" WITH 4 #14 FOR ENGINE START/STOP.
............
It GR
1"C WITH CABLES AS REQUIRED TO REMOTE GENERATOR SET ANNUNCIATOR
2
1"C SPARE WITH PULL CORD TO BUILDING. IDENTIFY AT BOTH ENDS,
STUB—OUT 36" BELOW GRADE TWO 5—INCH SCHEDULE 40 PVC CONDUITS FROM
---------------
G 3�
TRANSFORMER PIT FOR POWER CO. PRIMARY CABLES.
................
PROPOSED DIRECT BURIAL PORTION OF POWER CO. PRIMARY CABLES.
LLJ
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PROPOSED PAD MOUNTED
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---------
POWER CO. TRANSFORMER
3/4"C WITH #3/0 G, SUPPLEMENTARY GROUNDING ELECTRODE TO "ATS1".
G GR SEE DETAILS ON SHEET E-11
GR NOTE B
#2/0 BARE, STRANDED, TINNED COPPER CONDUCTOR. BOND GENERATOR
4
SET STRUCTURE AND METAL AT TWO POINTS TO SUPPLEMENTARY GROUNDING
ii.
......
ELECTRODE.
C
0
----------
FROM PANEL P1 TO 240/120V PANEL WITHIN DISINFECTANT BUILDING. 1 1/4"C
---------
..........
WITH 2 #4,1 #8G, 1 1/4"C FOR 240/120 VOLTS, 1—PHASE SERVICE.
X......
FROM METERING PUMPS IN DISINFECTANT BUILDING TO SCADA RTU1:
"1-Z*,",---_
!j"
1 1/4"C WITH 2—SC CABLES, PLUS 2 SPARE SC CABLES.
FROM SUPPLEMENTARY GROUNDING ELECTRODE TO DISINFECTANT BUILDING
----------- ­­ ----------------------- .....................
T F—i M
Z,
INDICATES TYPICAL #1/0, STRANDED BARE, TINNED COPPER CONDUCTOR, 24"
C11
.
BELOW GRADE.
......... ............. ­ -------­--------
2"C WITH PULL CORD FROM BUILDING TELECOM BACKBOARD TO TELECOM HANDHOLE
FOR FIBER CABLE SERVICE TO FACILITY.
2
------ TYPICAL 10'x 3/4" COPPER CLAD GROUNDING ROD, 24" BELOW GRADE.
2 #J'2, 1 #12 G, 3/4"C, 120V, 60 HZ. POWER FOR FLOW METER IN CHEMICAL
FEED MANHOLE TO P1-11.
3/4"C WITH SC-2 FROM "FIT" IN CHEMICAL MANHOLE TO DISINFECTANT BUILDING.
SEE DIAGRAM ON SHEET E-13.
NORTH
1160A, 2P, NEMA 4X SERVICE RATED DISCONNECT SWITCH.
I
ELECTRICAL SITE PLAN
F
/iONE SC CABLE AND ONE SPARE SC CABLE, 3/4"C FROM CHLORINE METER/
SCALE: 1"=30'
/TRANSMITTER IN PUMP BUILDING TO METERING PUMP CONTROLLER IN
DISINFECTANT BUILDING.
.2
0 15' 0 5' 3 0' 6
M
�0
WCracken &
NOTES:
k
0
A. SEE SHEET GA FOR EXACT LOCATION OF GENERATOR SET AND PAD MOUNTED
Lopez, P.A.
1
I
:2
TRANSFORMER, AND FOR SITE PIPING.
B. POWER COMPANY TRANSFORMER MUST BE 10'-0" AWAY FOR BUILDING DOOR
Consulting Engineers
STRAIGHT PROJECTION.
2151 Hawkins Street, Suite 500
Charlotte, North Carolina 28203
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376-70721 Fx: 704/376-4465
License no. C-0503
COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: K= -4W - 3Q 2= - Dandd MoOradwn
O'DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomafics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
L\\A CAR04",,
F-SS10+
AL
72#
ft/N
211.047
PROFESSIONAL SEAL
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PROD. NO.:
20090213.00.CL

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FILENAME:
'
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
METER
ELECTRONIC POWER MONITORING SYSTEM WITH AMPERES/PHASE
VOLTAGE EACH PHASE—PHASE & PHASE TO NEUTRAL AND
ATS AUTOMATIC TRANSFER SWITCH
400 KW/ 500 KVA DIESEL
(� 704.334.0078
ADDITIONAL FEATURES. PROVIDE INTEGRATION WITH SCADA.
E EMERGENCY (STANDBY GENERATOR SET) SIDE
ENGINE GENERATOR SET #1
F
ES
STANDBY RATED IN W.P. ENCLOSURE.
EAL
FUSE
L,S,I,GF,AM TYPICAL ELECTRICAL TRIP FUNCTIONS, AS APPLICABLE:
480/277V, 3—PH, REFER TO
10 4rIN
L = LONG TIME
SECTION 263213 FOR ADDITIONAL
PROFESSIONAL SEAL
____0 0—
BOLT—ON CIRCUIT BREAKER: FIRST NUMERAL = FRAME IN AMPERES,
S = SHORT TIME
REQUIREMENTS WITH 1300 GALLON
1600/1600/3
SECOND NUMERAL =TRIP IN AMPERES, THIRD NUMERAL POLES
I= INSTANTANEOUS
BASE FUEL TANK.
200/3
POWER SWITCH: RATING IN AMPERES AND POLES AS INDICATED
FLA= FULL LOAD AMPERE
POWER CO.
TRANSFORMER
BY NUMERALS
GF= GROUND FAULT
AM= AMMETER
DO NOT GROUND
480/277V, 30, 4W
NEUTRAL HERE
CL
FG_B__1
GROUNDING BUS
#2/0 G_�f NOT A SEPARATELY
N NORMAL (COMMERCIAL) FEED SIDE, OR NEUTRAL, AS APPLICABLE
ti—L"Ju DERIVED SYSTEM
R-5-1
NEUTRAL BUS
NC NORMALLY CLOSED
rrrrm CONNECT TO
GROUNDING ELECTRODE
I I 240V BLOCK
"T #2/0 G
NO NORMALLY OPEN
HEATER
TRANSFORMER VOLTAGE AND TYPE
OL OVERLOAD PROTECTION
CL
MOTOR 460V, 30, HORSEPOWER RATING AS
----CONNECT TO
120V, 1—PH BLOCK HEATER
FVNR FULL VOLTAGE NON—REVERSIBLE MAGNETIC STARTER.
PROVIDE 60/
y
INDICATED BY NUMERAL
CONNECT TO
PIT/PAD 2
RVNR REDUCED VOLTAGE NON—REVERSIBLE, AUTOTRANSFORMER TYPE,
BATTERY
0
TRANSIENT VOLTAGE SURGE PROTECTION DEVICE COMPLYING WITH
MAGNETIC STARTER.
CHARGER AND WITH CABLES AS
2
SECTION 264300
AU XI LI ARIES ,Z-1"C
VFD VARIABLE FREQUENCY DRIVE CONTROLLER ASSEMBLY.
P1-8 ANNUNCIATOR
ENCASED IN
ru 29 0
Z
CONCRETE TO SCADA PANEL
ww�- U)
SPARE CONDUIT TO
SERVICE RATED ATS — "ATS1" 2(3-500 MCM, PUMP STATION
0*7 FPB
APR 2012
CLASS 3
FRONT ACCESSIBLE ONLY. REFER TO EQUIPMENT 1
3—POLE, 65,000 RMS, SYMM. AMP. 3"C)
2
SPD 4 #8,3/4"C
SCHEDULE AND SECTION 262413 FOR ADDITIONAL
REFER TO SECTION 263214 FOR
DRAWING NUMBER:
REQUIREMENTS.
5 #4,1 1 ADDITIONAL REQUIREMENTS
E-3-
F
r ------------ i
I FUTURE PANEL PANEL
100A, 2P+SN, NEMA 4X
PUMP #1 PUMP #2
PUMP #3
PUMP #4 )PV PHV
SUITABLE FOR SERVICE
D200/30)700/3 )700/34))700/3
40 HP 300 HP
WITH FVNR
300 HP
1 —PH, 3W T_pj 3—PH, 3W
0)225/31))80/2 125/3 100/3
E 8 0:0 A
60/3 oN 1600A DISINFECTANT BUILDING
)3P
WITH RVNR
WITH RVNR
SPARE SPARE
J
I
—
SPD 3P PANEL WITH 125A LUGS
BYPASS BYPASS
BYPASS
(FUTURE 25 KVA
LS.1
L,S,I L,S,I,GF
300 HP)
CLASS 2
MAIN BOND NB DO NOT BOND 1 1/4 C
JUMPER NEUTRAL
2t'C
#3/OG, 3/4-C jzz_
2$P1
3 #3/0, 1 #6 G, 2 C
1 #4/0 G, 3 1/2"C) — 12,14
MAIN WATER 1 1/4"C
PIPE
(DJ
SUPPLEMENTARY
ELECTRODE
KEYED NOTES
Uj
0 TWO 2 1/2" CONDUITS WITH PULL CORD FOR FUTURE PUMP VFD.
INDICATES
PREFRABRICATED
SKID
ONE 4" CONDUIT WITH PULL CORD FOR FUTURE PUMP.
(DA
STUB—UP CONDUIT 6 INCHES ABOVE FLOOR, CONCRETE PAD OR SKID, AS APPLICABLE,
AND TERMINATE WITH THREADED CAP READY FOR TRANSITION TO FLEXIBLE METALLIC
CONDUIT IN FUTURE.
L0
S USE FLEXIBLE METALLIC CONDUIT TO CONNECT TO MOTOR — 4" SIZE.
NOT USED.
to
6-\
300 HP
300 HP 300 HP
PROVIDE PULL BOX, AS REQUIRED, TO TRANSITION FROM 4"C TO 1 1/4" C.
40 HP
LOCATE CONDUIT STUB—UPS FOR FUTURE VFD AT SIMILAR LOCATION AS DONE TO ROUGH—IN
2
PB
EK4
FOR THE 300 HP PUMPS #2 AND #3 VFD'S.
Iq4
PUMP #1 F
PUMP #2
I I I I
PUMP #3 UTURE PUMP #4
@ USE FLEXIBLE METALLIC CONDUIT TO ACCOMPLISH FINAL OVERHEAD CONNECTION TO VFD.
40 HP
300 HP
300 HP 300 HP
SIZE JUNCTION AND PULL BOXES PER NEC FOR LARGER OF THE INCOMING CONDUITS/
FLA =52
L
FLA =361
FLA =361 FLA =361
FUTURE 300 HP
---------------------------------------------
USE SQUARE D, OR EQUIVALENT, 3—POLE LBA365202 SERIES POWER DISTRIBUTION
co
>
"BPS
BLOCKS WITH LBC365 CLEAR PLASTIC COVERS. PROVIDE BACK PLATE TO MOUNT
(-,---)PUMP
STATION NO. I" ONE UNEASER POWER
POWER BLOCKS. PROVIDE GROUNDING LUGS AND GROUNDING BONDING.
DIAGRAM
3/4"C WITH 2 #12, 2 #14 SPARE, 1 #14 G FROM VFD TO MOTOR FOR ENVIRONMENTAL HEATER.
(n
A. REFER TO SHEET E-4 FOR ADDITIONAL CIRCUIT AND CONTROL REQUIREMENTS
ONE 3/4"C WITH PULL CORD FROM VFD TO FUTURE MOTOR FOR AUXILIARY WIRING.
51
NOT SHOWN HERE.
T
B. ALL CIRCUIT BREAKERS IN SWITCHBOARD MS81 SHALL BE OF THE INTERCHANGEABLE
0
TRIP TYPE.
Lopez, P.A.
C. MOUNT DISCONNECT SWITCH ON EXTERIOR SIDE OF DISINFECTANT BUILDING TO THE
RIGHT
Consulting Engineers
SIDE OF DOOR. THIS SWITCH MAY BE DELETED IF BUILDING IS EQUIPPED WITH SERVICE
RATED PANELBOARD HAVING A MAIN BREAKER.
2151 Hawkins Street, Suite 500
0
Charlotte, North Carolina 28203
Post Office Box 32515
Charlotte, North Carolina 28232
'0
Ph: 704/376-7072 1 Fx: 704/376-4465
0
License no. C-0503
,,`,~,.~~. ,~,...~.°�.,.",.`" ,,^��°°��°.,"^°","~^^.^,,"°.=.=�. °.`^,°","=","vlvi.n=%jn°;1jwML_ur/n`0 1.rvinrrCuvm'nmwur11U11VMLu1UnwyuNtoNubt:*Lmn*LL bt:uuM/ULmUu|c,UL VALID, TRUE COPIES.
FILENAME:
'
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(� 704.334.0078
NC. UCENSE NO. F-0374
ES
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10 4rIN
21 l.647
PROFESSIONAL SEAL
CL
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PROJ. DATE:
APR 2012
DRAWING NUMBER:
E-3-

COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
snoop&,
O'DICKSON
.................
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
2 12 13 14
www.wkdickson.com
NC. LICENSE NO. F-W4
\A CARO,
L
7226
AV
1 19 MIN.
30",
PROFESSIONAL SEAL
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PROJ. NO.:
P1 -13,17
20090213.00.CL
1 #4G•
3/4- P2 -4 1
C
�; 4 3 @1
......
J:
2"C WITH PULL CORD
TO NEW PROPOSE
HANDHOLE FOR FIBER
TO GROUND BAR
IN PANEL P-1 5 3
6 46
5 3
BOND PIPE
CABLE SERVICE. SEE
SITE PLAN, E-2.
. .... .... .... ... ... .. .... . .... .... .... .... .... . ... .... .... . ... .... .... .... .... .... .
WITH SUITABLE
---- ---- ---- --- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- P1. -11..
}
.. ...............
.............
0,11 .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... .... .... ... \ .. .... .. --- _- ---- ---- _- ... .... .... .... .
..... ... ..... ......................................................................................... A ......
..... . ...... ------------------------
---- V . .... .... .... --- --- . .... . �FITTING__ ....
.......... .. .... ....
A----------------------------------
..
... . .... ..
... .... ...
I ------------
................. ..........
;
............ . ......... .................. -------- ............ ......... .............
.................. -------- A
----------------------------------- ----------_- ........ ......... .......
............ "I .............. .............. ................ — ...... ---------- ............ ........... ............. ..... ,r4 ................. ------- ------- -
0 40
SC-2, 3/4"C
------------------------------------------- ......
...... .
................... ---- ___ i
...... ..... .................
............ -----------
----------­-------------
.... ..... .... .. ..
TO DISINFECTANT
BUILDING
15
?:-:-: ..............
STARTERS FOR FANS
-r
0�,
f
I 5
ON ROOF. SEE SHEET
E-5,
10/
............
Y•
3 V 3 .........
X ,, : ,
38
>
7 \\��\ I
vi
, "� ti v"
403 -PR
4
-25 K VA UJ"
4
rrrm
FUTURE MOTO
PUMP NO. 1 4
3
23
FOR PUMP NO. PUMP NO. 3 PUMP 0. 2" -
7
40 HP 43
300 HP 300 HP 300 H
4 4
(FUTURE 300 HP)
............................ .........
............ ........ ...... ...........
. .... ... .... .... ... ... ... .... ... .... .... .... ... .... .... .... ... .... .... .. .... .. . ...
....................... ......... ....... ..................................... . ... .. .
.... .... ... ... .... .... ... ...
.. .... .... ... .. .... .... . .... .... .... .. .... .. .. .... ... .. .... .... .... .... .... ..
.... ... . .... .... .... .. .... .... .... . .... .... .
P'1-15
— — — —
— — — — — — — — — —
...........
BPS 11 POWER PLAN
............
SCALE: 1/4"=1'—O*'
.......................
Y4 V-0" 0 2) 4'
8)
KEYED NOTES (NOTE: THESE NUMBERS DO NOT CORRESPOND TO THOSE SHOWN ON SHEET EN-1)
F4
2(3-300 MCM, 1 #1/0 G, 2 1/2"C) TO SWITCHBOARD "MSB1".
VFD ASSEMBLY — 300 HP, 6—PULSE WITH RVNR BYPASS.
3 #4, 1 #4 G, 1 1/4"C
SPACE FOR FUTURE VFD '@" UNIT.
co
TWO 2 1/2" CONDUITS WITH PULL CORD TO SWITCHBOARD "MSB1" FOR FUTURE PUMP VFD. VFD ASSEMBLY — 40 HP, 6—PULSE WITH FVNR BYPASS.
3 #4, 1 #6 G, 4 "C
ONE 1" OVERHEAD CONDUIT FROM PUMP CONTROL PANEL To SCADA PANEL
RTU-1.
6-300 MCM, 1 #4/0 G, 4"C
TWO 2" OVERHEAD CONDUITS FROM EACH VFD TO PUMP CONTROL PANEL
@ ONE
FOR SIGNAL AND CONTROL. PROVIDE IN ONE CONDUIT A 8—CONDUCTOR, 24
AWG,
4" CONDUIT WITH PULL CORD CAP AT BOTH ENDS FOR EXTENSION IN FUTURE..
TWISTED PAIRS, AIE/TIE CATEGORY 6 CABLE. LEAVE 10—FOOT OF UN—TERMINATED
STUB—UP CONDUIT 6 INCHES FLOOR,
COILED CABLE AT EACH END.
ABOVE CONCRETE PAD OR SKID, AS APPLICABLE,
AND TERMINATE WITH THREADED CAP READY FOR FUTURE TRANSITION TO FLEXIBLE
4—INCH HIGH EQUIPMENT CONCRETE BASE.
<
METALLIC CONDUIT.
SCADA EQUIPMENT PANEL RTU-1.
0
USE FLEXIBLE METALLIC CONDUIT TO CONNECT TO MOTOR.
a_
GENERATOR SET REMOTE ANNUNCIATOR.
NOT USED.
PROVIDE PULL BOX, AS REQUIRED,
3/4"C WITH 2'#14, 2 #14 SPARE, 1 #14 G FROM VFD TO MOTOR JUNCTION
BOX FOR
TO TRANSITION FROM 4"C TO 1 1/4- C.
ENVIRONMENTAL HEATER.
LOCATE CONDUIT STUB—UPS FOR FUTURE VFD AT SIMILAR LOCATION AS DONE TO ROUGH—IN 2"C FROM PUMP CONTROL PANEL TO MOTOR RTD JUNCTION BOX FOR RTD WIRING.
FOR THE 300 HP PUMPS #2 AND #3 VFD'S.
USE FLEXIBLE
1 1/2"C FROM, SUCTION/DISCHARGE PRESSURE TRANSDUCER TO PUMP CONTROL
METALLIC CONDUIT TO CONNECT TO VFD.
PANEL FOR SIGNAL CABLE.
SIZE JUNCTION AND PULL BOXES PER NEC FOR LARGER OF THE INCOMING CONDUITS/
STUB—UP CONDUIT THROUGH OPENING IN SKID PLATFORM.
CONDUCTORS.
USE SQUARE D, OR EQUIVALENT, 3—POLE LBA365202 SERIES POWER DISTRIBUTION
lJ 3/4% 4' WIDE x 8' HIGH PLYWOOD BACKBOARD WITH TWO COATS OF FIRE RETARDANT PAINT.
MOUNT 9'-0" UP FROM TOP OF BOARD TO
FLOOR.
BLOCKS WITH LBC365 CLEAR PLASTIC COVERS. PROVIDE BACK PLATE TO MOUNT
POWER BLOCKS. PROVIDE GROUNDING LUGS AND GROUNDING BONDING.
@ #3/OG, 3/4"C — MAIN GROUNDING ELECTRODE CONDUCTOR.
M19Cracken &
0
SUCTION/DISCHARGE TRANSDUCERS. (TWO REQUIRED)
ONE 3/4"C WITH PULL CORD FROM VFD TO FUTURE MOTOR FOR AUXILIARY
WIRING.
Lopez, P.A.
6
Consulting Engineers
JUNCTION BOX WITH 120V CIRCUIT. CONNECT TO TRANSDUCER AS DIRECTED.
4 2"C WITH PULL CORD BETWEEN ITEMS AND FOR FIBER OPTIC
CABLES FOR BUILDING.
2151 Hawkins Street, Suite 500
Charlotte, North Carolina 28203
PLC PUMP CONTROL PANEL
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 704/3764465
:0
License no. C-0503
COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
snoop&,
O'DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-W4
\A CARO,
L
7226
AV
211.047
PROFESSIONAL SEAL
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PROJ. DATE: APR 2012
Q.C.:
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-
PROJ. NO.:
20090213.00.CL

COPYRIGHT 0, W. K. DICKSON & CO., ING. ALL HIUH I ti HtStHVLU. Kt:VKUUUL; I 1UN Uh Ubt Ul- I fit L'UN I tN 10 ut- I r110 UuLoumctm 1 -1 1AUU1 I IVINO Un Ur-LC: I IUI-40 I %J 117-110 U%J�JVIVIIZ-IM I 1 1111 VV %Jn 11-4 Vi-%n I I VV I I "WV I VV 1­11 1 1 L-111 %�%.JIXQLAV I WI_ VV I%. WI%�17UJ%JIM 4A it 11%0.1 1 1 I%j W I 1_V. WIN" I WWI 1"10 1 1 IWIVI II I" Vj 11 111114­ W. II 1.V _WWW.V­­ I W W" Vn1­1-,
FILE NAME: M 411011II-11611wt 202- Donald McOvAlken
.... ......
. .......
FOR EF-2
.... ....
..... ....... ... .. ..... ...... ....... ..... . ...... .... . ..... .............. ...... .......
community infrastructure consultants
. ...... . .......
FOR EF- 3
.. ...... ... ...... .......
10' -0" AFF
.... .. ......
Urban Development + Geomatics
FOR EF-
9\
Charlotte, North Carolina
D
(f) 704.334.0078
www.wkdickson.com
F-30A,3 P
NO. LICENSE NO. F-0374
CA
FOR EF-4
�OFE.SSI
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2
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Hl-26,28,30
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M
'RTE:R)P-
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G
DIRECTED BY HVAC CONTRACTOR.
IN STARTER
COVER
3> PROVIDE 2 #14, 1 #14 G, 1/2"C FROM EACH EXHAUST FAN THERMOSTAT TO
TYPICAL
RESPECTIVE FVNR STARTER. CONNECT AS DIRECTED.
EXHAUST
FAN "EF" CONTROL
WIRING DIAGRAM
V)
SCALE: NONE
M1!2-Cracken &
Lopez, P.A.
Consulting Engineers
2151 Hawkins Street, Suite 500
Charlotte, North Carolina 28203
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 704/376-4465
License no. C-0503
0
COPYRIGHT 0, W. K. DICKSON & CO., ING. ALL HIUH I ti HtStHVLU. Kt:VKUUUL; I 1UN Uh Ubt Ul- I fit L'UN I tN 10 ut- I r110 UuLoumctm 1 -1 1AUU1 I IVINO Un Ur-LC: I IUI-40 I %J 117-110 U%J�JVIVIIZ-IM I 1 1111 VV %Jn 11-4 Vi-%n I I VV I I "WV I VV 1­11 1 1 L-111 %�%.JIXQLAV I WI_ VV I%. WI%�17UJ%JIM 4A it 11%0.1 1 1 I%j W I 1_V. WIN" I WWI 1"10 1 1 IWIVI II I" Vj 11 111114­ W. II 1.V _WWW.V­­ I W W" Vn1­1-,
FILE NAME: M 411011II-11611wt 202- Donald McOvAlken
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NO. LICENSE NO. F-0374
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A. �E SHEET G.3 P� EXACT LOCATION OF GENERATOR SET AND PAD MOUNTED
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B. POWER COMPANY TRANSFORMER AND GENERATOR SET FUEL TANK MUST BE NOT
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ENCASED IN TWO INCHES OF CONCRETE:
Transportation + Water Resources
FOUR "C. EACH WITH 3-600 MCKd, 1 #4/0 N, PARALLEL SERVICE
616 Colonnade Drive
48O/277/5'
Charlotte, North Carolina
/\�/ ��
"
FROM GENERATOR SET TO BUILDING EQUIPMENT ALL ENCASED IN 2 OF
(fI 704.334.0078
CONCRETE AS FOLLOWS:
TWO 3"C TO "ATS2" FOR SERVICE, EACH WITH 3-500 MCKd^ 1 #2/0 N`
00%0III fill
1 G, PARALLEL FEEDER, 480/277/3.
Iss
3/4^C TO PANEL P2:
AL
2 O G — FOR BLOCK HEATER
2 #12 FOR BATTERY CHARGER AND AUXILIARY POWER
'C TO SCADA RTU WITH 10 #14 FOR ALARMS AND STATUS
3/4"C TO ^ATS2^ WITH 4 #14 FOR ENGINE START/STOP.
----------�
1-C WITH CABLES AS REQUIRED TO REMOTE GENERATOR SET ANNUNCIATOR
"
1 C SPARE WITH PULL CORD TO BUILDING. IDENTIFY AT BOTH ENDS.
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STUB—OUT 30" BELOW GRADE TWO 5—INCH SCHEDULE 40 PVC CONDUITS FROM
�
TRANSFORMER PIT FOR POWER CO. PRIMARY CABLES.
PROPOSED DIRECT BURIAL PORTION OF POWER CO. PRIMARY CABLES.
LL
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3/4"C WITH #3/0 C, SUPPLEMENTARY GROUNDING ELECTRODE TO "ATS2".
O BARE' STRANDED' llNNB0 COPPER CONDUCTOR. BOND GENERATOR
-
SET STRUCTURE AND METAL AT TVNJ POINTS TO SUPPLEMENTARY GROUNDING
ELECTRODE'
FROM PANEL P2 TO 20V PANEL WITHIN DISINFECTANT BUILDING. 1 1/4'C
WITH 2 #4,1 #8G, 1 1/4"C FOR 240/120 VOLT3, 1—PHASE SERVICE.
FROM METERING PUMPS IN DISINFECTANT BUILDING T0 3CADA RTU2:
'
1 1/4"C WITH 2—SC CABLES, PLUS 2 SPARE SC CABLES'
-----------�
FROM SUPPLEMENTARY GROUNDING ELECTRODE TO DISINFECTANT BUILDING
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BELOW GRADE.
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"
2 C WITH PULL CORD FROM BUILDING TELECOM BACKBOARD TO TELECOM HANDHOLE
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TYPICAL 10'x 3/4" COPPER CLAD GROUNDING ROD, 24" BELOW GRADE.
2 . 1 #12 G, 3/4"C, 120V, OO HZ. POWER FOR FLOW METER IN CHEMICAL
FEED MANHOLE TO P2-11.
'
3/4"C WITH SC-2 FROM "FIT' IN CHEMICAL FEED MANHOLE T0 DISINFECTANT
'
BUILDING. SEE DIAGRAM ON SHEET E-13.
2 #10,1 #10 G, 3/4~C P2-16 FOR "LIT" POWER,
^
4 #14, 2 #14 SPARE, 1 #14 G. FROM TANK LEVEL SWITCHES 0 SCADA R0-2.
SC-1 f 8C-1 SPARE, FROM TANK "UT" TO SCADA RTU-2.
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2 #10,1 #10 3/4"C FROM P1-18 TO MIXER CONTROL PANEL
100A 2P f SN.NBWA 4X SERVICE RATED DISCONNECT SWITCH.
ONE SC CABLE AND ONE SPARE 3C CABLE FROM CHLORINE METER/
E-6
TRANSMITTER IN PUMP BUILDING TO METERING PUMP CONTROLLER IN
DISINFECTANT BUILDING.
~
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fI 704.334.0078
NC. UCENSE NO. F-0374
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FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
ONE -LINE DIAGRAM LEGEND
Urban Development + Geomatics
616 Colonnade Drive
METER
ELECTRONIC POWER MONITORING SYSTEM WITH AMPERES/PHASE
VOLTAGE EACH PHASE-PHASE & PHASE TO NEUTRAL AND
ATS AUTOMATIC TRANSFER SWITCH
400 KW/ 500 KVA DIESEL
ENGINE GENERATOR SET
(V) 704.334.5348
(0 704.334.0078
www.wkdickson.com
#2
NC. LICENSE NO. F-0374 J
CAR04
ADDITIONAL FEATURES. PROVIDE INTEGRATION WITH SCADA.
E EMERGENCY (STANDBY GENERATOR SET) SIDE
PRIME RATED IN W.P. ENCLOSURE.
_q:D F
FUSE
480/277V, 3-PH, REFER TO
722.%
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SECTION 263213 FOR ADDITIONAL
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BOLT-ON CIRCUIT BREAKER: FIRST NUMERAL = FRAME IN AMPERES,
L = LONG TIME
S =SHORT TIME
REQUIREMENTS WITH 1500 GALLON
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SECOND NUMERAL =TRIP IN AMPERES, THIRD NUMERAL = POLES
I = INSTANTANEOUS
BASE FUEL TANK.
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MAGNETIC STARTER.
CHARGER AND - 1"C WITH CABLES AS
Q.C.:
SECTION 264300
AUXILIARIES P2-6 IrZ REQUIRED TO REMOTE
Q.C. DATE:
VFD VARIABLE FREQUENCY DRIVE CONTROLLER ASSEMBLY,
P ANNUNCIATOR
P2-8
4(3-600 MCM, —4 #14,3/4"C
--E-7-
PRO,. NO.:
20090213.00.CL
1 #4/0 N, TO "ATS1
3 1/2"C)
ENCASED IN 3/4-C WITH 10 #14
CONCRETE TO SCADA PANEL
SPARE CONDUIT TO
SERVICE RATED ATS - "ATS1" -2(3-500 MCM, PUMP STATION
SWITCHBOARD "MSB2" - 1600A, 480/277V, 3-PH, 4-W
1600A, 480/277V, 3-PHASE, 1 #2/0 N, 1 #2/0 G,
2 PB
CLASS 3
FRONT ACCESSIBLE ONLY. REFER TO EQUIPMENT 1
3-POLE, 65,000 RMS, SYMM. AMP. 3-C)
2
SPD 4 #8,3/4"C
SCHEDULE AND SECTION 262413 FOR ADDITIONAL
REFER TO SECTION 263214 FOR
REQUIREMENTS.
5 #4,1 1/4"C ADDITIONAL REQUIREMENTS
r-- - - - - -- - - -
I FUTURE PANEL PANEL
100A, 2P+SN, NEMA 4X
PUMP #1 PUMP #2
PUMP #3
PUMP #4 I )P2) $H2P
1)1 1 1 1 1
SUITABLE FOR SERVICE
VFD VFD
VFD
VFD 1
I 240/120V 480V/3
225/ 800/ 100/
00/ 800/
225 800/ 800/
80/2 )200/3 J70013 )700/3 )700/3
100/ ENTRANCE - NOTE C ,,--240/12OV, 1-PHASE
11 1
60/3 N E 800AI 1600A
100 HP 300 HP
300 HP
1 3-PH, 3W
1-PH, 3W
0)225/311 300/3 o) 100/3
DISINFECTANT BUILDING
- )3P
WITH FVN R WITH RVNR
WITH RVNR
T-P2
SPARE SPARE
SPD 7 3P PANEL WITH 125A LUGS
BYPASS BYPASS
BYPASS
(FUTURE 25 KVA
I L,S,l L,S,I,GF
300 HP)
CLASS 2
CLASS
P
121/2% GB #8G, 1/2"C #4, 1 #6 G,
41
,,,--3
METER MAIN BOND DO NOT BOND
NB 1 1/4"C
1
I I
9
JUMPER NEUTRAL
3 #1/0,1 #6 G/,#6G, 1/2"C---'_-t-
211C
2 #,4,1 #8 G, 1 1/4"tc
14(3 600 MCM, 1 #4/0 N, 42-12,14
3 #310s 1 #6 G, 2 "C
1 #4/0 G, 3 1/2"C) 3 #6 G,
I
MAIN WATER 1 f4 „�
-
PIPE
(DJ
SUPPLEMENTARY
ELECTRODE
KEYED NOTES
2(3-300 MCM, 1 #1/0 G, 2 1/2"C)
3 #3/0 1 #1 /0 G, 2"C
TWO 2 1/2” CONDUITS WITH PULL CORD FOR FUTURE PUMP VFD.
3 #3/0, 1 #1 /0 G, 4"C
INDICATES
Q 6-300 MCM, 1 #4/0 G, 4"C
o
PREFRABRICATED
SKID
ONE 4$' CONDUIT WITH PULL CORD.
o
-
F - -- - - - - - - ----
- - - — - —
- — ---- — - — - — - — - — --- - — - — -
— - — -
(Z) STUB -UP CONDUIT 6 INCHES ABOVE FLOOR, CONCRETE PAD OR SKID, AS APPLICABLE,
AND TERMINATE WITH THREADED CAP READY FOR TRANSITION TO FLEXIBLE METALLIC
a_
I
CONDUIT IN FUTURE.
0
USE FLEXIBLE METALLIC CONDUIT TO CONNECT TO MOTOR - 4" SIZE.
0
01 /
USE FLEXIBLE METALLIC CONDUIT TO CONNECT TO MOTOR - 2" SIZE.
1
300 HP
FUTURE
300 HP i 300 HP
10 PROVIDE PULL BOX, AS REQUIRED, TO TRANSITION FROM 4"C TO 2" C.
100 HP
8
8 \11
LOCATE CONDUIT STUB-UPS FOR FUTURE VFD AT SIMILAR LOCATION AS DONE TO ROUGH-IN
5
FOR THE 300 HP PUMPS #2 AND #3 VFD'S.
2
1 PB 2
@ USE FLEXIBLE METALLIC CONDUIT TO ACCOMPLISH OVERHEAD CONNECTION TO VFD.
Pump #1
PUMP #2
PUMP #3 FUTURE PUMP
#4
L 100 HP
300 HP
300 HP 300 HP
SIZE JUNCTION AND PULL BOXES PER NEC FOR LARGER OF THE INCOMING CONDUITS/
FLA =124
FLA =361
FLA =361 FLA =361
j
CONDUCTORS.
FUTURE 300 HP
L
J
- — - — - — - — - — - — -
— - — - — - —
- — - — - — - — - — - — - — - — - — - — -
— - — -
(i3l USE SQUARE D, OR EQUIVALENT, 3-POLE LBA365202 SERIES POWER DISTRIBUTION
00
BLOCKS WITH LBC365 CLEAR PLASTIC COVERS. PROVIDE BACK PLATE TO MOUNT
PUMP STATION P BPS NO. 2" ONE LINE RISER POWER
DIAGRAM POWER BLOCKS. PROVIDE GROUNDING LUGS AND GROUNDING BONDING.
("
1 D!�SCTLE:
3/4"C WITH 2 #14, 2 #14 SPARE, 1 #14 G FROM VFD TO MOTOR FOR ENVIRONMENTAL HEATER.
NONE
NOTES:
46 ONE 3/4"C WITH PULL CORD FROM VFD TO FUTURE MOTOR FOR AUXILIARY WIRING.
A. REFER TO SHEETS E-6 AND E-7 FOR ADDITIONAL CIRCUIT AND CONTROL REQUIREMENTS
M
0
Q
NOT SHOWN HERE.
"MSB2"
l-Cr
Macken &
0
M
B. ALL CIRCUIT BREAKERS IN SWITCHBOARD SHALL BE OF THE INTERCHANGEABLE
TRIP TYPE,
Lopez, P.A.
°
C. MOUNT DISCONNECT SWITCH ON EXTERIOR SIDE OF DISINFECTANT BUILDING TO THE
RIGHT Consulting Engmieers
SIDE OF DOOR. THIS SWITCH MAY BE DELETED IF BUILDING IS EQUIPPED WITH SERVICE 2151 Hawkins Street, Suite 500
0
RATED PANELBOARD HAVING A MAIN BREAKER.
Charlotte, North Carolina 28203
Post Office Box 32515
in
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 704/376A465
License no. C-0503
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE WN I EN IS OF °I HIS UUL;UMtN 1; AUDI I IONS UH, UtLt I IUNS I U I HIS UUUUMtN I IN VVHULt: UK IN rAh I VVI I NUV I WKI I I tN UUN-ZjtN I Ul- VVA� UIUM,5UN & UU., INU., lb I'MUNIIJI I M). UNLY I.Urlt:Z) MIUM I rlt= U1119JINIAL Ur 11115 UVUUMt:N I MAIINtU VVI I I"'I AN UMIUINAL ZIIUNA I UNt: ANU bt:AL bNALL t1t L;UNbIL&:HtLJ I U tat VALID, I KUt L;UvItZj.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374 J
CAR04
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722.%
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PROD. DATE:
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Q.C.:
Q.C. DATE:
DRAWING NUMBER:
--E-7-
PRO,. NO.:
20090213.00.CL

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O'DICKSON
community infrastructure consultants
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
(0 704.334.0078
NC. UCENSE NO. F-0374
CA
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COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF I Hl- UUN I LN 16 01- 1 HIS UUUUMtN 1; AUUI I IUN6 UK Utt-t I IL)NZ5 I U I Nib UUk.;UMtN I , IN VVrlULI= UK IN I-Ah I , VVI I NUU I VVHI I I IZN UL)NZ5tN I UI- W.K. UIUKbUN & UU., INL;., IS MUNWI I W. UNLY UUI-Itb I-KUM I Nt UK IUINAL UI- I r115 UUUUMtN 1, MAMKt:LJ VVI 111 AN UKIUINAL Z)Ik3NAI UHt ANU Z)t:AL bNALL bt UUNZjIL)tHtU I U bt VALID, I HUt UUt-ItZi.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . .
. . . . . . . . . . . . . . . .
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Charlotte, North Carolina
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. . . . . . . . .
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(f) 704.334.0078
. . . . . . . . . . . .
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www.wkdickson.com
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M1!2Cracken &
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Lopez, P.A.
Consulting Engineers
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2151 Hawkins Street Suite 500
Charlotte, North Caj�lina 28203
Post Office Box 32515
C,
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 704/3764465
0
License no. C-0503
------
COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF I Hl- UUN I LN 16 01- 1 HIS UUUUMtN 1; AUUI I IUN6 UK Utt-t I IL)NZ5 I U I Nib UUk.;UMtN I , IN VVrlULI= UK IN I-Ah I , VVI I NUU I VVHI I I IZN UL)NZ5tN I UI- W.K. UIUKbUN & UU., INL;., IS MUNWI I W. UNLY UUI-Itb I-KUM I Nt UK IUINAL UI- I r115 UUUUMtN 1, MAMKt:LJ VVI 111 AN UKIUINAL Z)Ik3NAI UHt ANU Z)t:AL bNALL bt UUNZjIL)tHtU I U bt VALID, I HUt UUt-ItZi.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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FILE NAME:
OUTLINE OF
DICKSON
community infrastructure consultants
Transportation + Water Resources
EOUIPMENT
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
CHAMFER — SLOPE TO SHED RATER
NC. LICENSE NO. F-0374
CA
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CONCRETE PAD DETAIL
1. CLEAR AND GRUB VEGETATION AND OTHER ORGANIC MATTER IN AREA FOR SITE WORK.
F—.
STRIP TOPSOIL FOR ENTIRE DEPTH AND STOCK PILE FOR RESPREADING AT COMPLETION
OF THIS PROJECT.
2. THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO CONFIRM AND TO
CERTIFY THE SOIL AND CONCRETE REQUIREMENTS AS INDICATED ON THE DRAWINGS AND
IN THE PROJECT SPECIFICATIONS,
......
3. FILLS AND BACKFILLS SHALL BE COMPACTED AS FOLLOWS:
A. TOP 12 INCHES = 100 PERCENT PER ASTM D698
....... .................
B. ALL OTHERS = 95 PERCENT PER ASTM D698
4. FILL MATERIALS SHALL BE SELECT; FREE OF ANY ORGANIC MATTER, DEBRIS, HARD
t
0
0 0
LUMPS, AND ROCK PARTICLES LARGER THAN 2 INCHES. MAXIMUM DRY DENSITY AT
I 10
OPTIMUM MOISTURE CONTENT SHALL BE 100 POUNDS PER CUBIC FOOT AS DETERMINED
wl-
BY ASTM D698, PLASTICITY INDEX (P.I.) SHALL NOT EXCEED 15.
_�o
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5. SOIL BEARING PRESSURE USED IN FOUNDATION DESIGN IS 3000 PSF. HAVE SOILS
ENGINEER CONFIRM AND CERTIFY BEARING CONDITIONS.
NOTE 2
6. ELEVATIONS SHALL BE THE EDGE OF EXTERIOR CONCRETE PAD.
FUEL TANK — 1300 GALLONS FOR BPS #1
o
FUEL TANK — 1500 GALLONS FOR BPS _#2
GRADE,,
7. ALL DISTURBED LAWN AREAS SHALL BE SEEDED AND GRASSED.
8. ALL CONCRETE WORK SHALL COMPLY WITH ACI 318.
I
°
CONCRETE PAD — SEE DETAILS ON THIS SHEET
9. CAST—IN—PLACE CONCRETE SHALL BE 4000 PSI, AIR ENTRAINED.
A
10. REINFORCING STEEL SHALL BE AS FOLLOWS:
APPROXIMATELY 25'
APPROXIMATELY
8'
o
A. REINFORCING BARS: DEFORMED BARS HAVING A MINIMUM YIELD STRENGTH OF 60 KSI
RIGHT SIDE VIEW
VIEW A—A
(ASTM A615, GRADE 60).
11. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS:
400 KW DIESEL ENGINE GENERATOR SET DETAILS (TWO
REOUIRED)
A. UNFORMED CONCRETE IN CONTACT WITH THE EARTH = 3 INCHES.
OSCALE:
2
a_
12. CURE CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS WITH LIQUID CURING COMPOUND
NONE
CONFORMING TO ASTM C-309. ALLOW FOURTEEN (14) DAYS MINIMUM CURING TIME
NOTES:
PRIOR TO SETTING GENERATORS.
1. GENERATOR SET DETAILS AND DIMENSIONS SHOWN HERE ARE ONLY INTENDED FOR
13. GROUT SHALL BE. PRE—MIXED, NON—METALLIC GROUT HAVING A MINIMUM COMPRESSIVE
DESIGN AND BIDDING. BASE THE ACTUAL WORK ON SHOP DRAWINGS SUBMITTAL
STRENGTH OF 7000 PSI AT 28 DAYS.
AND ADJUST ACCORDINGLY.
2. PROVIDE MEANS TO SHUT—DOWN ENGINE GENERATOR COMPLYING WITH REQUIREMENTS
14. THE CONTRACTOR SHALL PERFORM A THOROUGH FIELD INSPECTION OF THE EXISTING
OF NEC 445.18(1) AND INSTALL SHUTDOWN STATION NOT HIGHER THAN 6'-0" FROM GRADE.
CONDITIONS PRIOR TO BIDDING THE WORK. THE CONTRACTOR SHALL NOTE AND INCLUDE
3. DO NOT GROUND NEUTRAL AT GENERATOR. THIS IS NOT A SEPARATELY DERIVED SYSTEM.
IN HIS BID ANY EXTRA WORK ITEMS NEEDED TO COMPLETE THIS PROJECT.
15. FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS. REPORT FINDINGS
AND ANY DISCREPANCIES TO THE ENGINEER FOR EVALUATION PRIOR TO BEGINNING WORK.
16. ALL NEW MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS OR INSTRUCTIONS, AND STANDARD INDUSTRY
MJ—Cracken &
o
PRACTICES.
Lopez, P.A.
17. CONTRACTOR SHALL ERECT AND MAINTAIN ALL SIGNS, BARRICADES, AND OTHER WARNING
Consulting Engineers
DEVICES REQUIRED TO SAFELY PERFORM THE WORK.
2151 Hawkins Street, Suite 500
18. DETAILS SHOWN HERE SHALL BE MODIFIED TO MEET SIESMIC ANCHORING REQUIREMENTS
Charlotte, North Carolina 28203 Post Office Box 32515
SUBMITTALS IF SUCH SUBMITTALS ARE REQUIRED BY SPECIFICATIONS.
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 704/376-4465
.!2
License no. C-0503
171Ur_N 1; MUL I JUNG Uri Jrr I IVIMO IV I r110 I im vvnjLrin jim rpn I vvi I nju I vvnl 1 1 FId �%Jlvamlm 1 jr vv.\. ul�Iojlm o 10 rnunlul I GU. %il--1 jjrlV.Q F-mi I "L w- I "IQ I I 1VIf"F\L WYK I I I rlW11%111MI- JILMY" %L�t_ Q1 IP-L LJL IJ UF V1%_U I nU. COPYRIUHT 0, W.K. DIUK50N & UU., ING, ALL KIUH I b HtbtHVtU. HtI-KUUUU I JUN UK Ubt U- I r1t UUN I LN I Z U- L r j
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
CA
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7226ot
110'
211.047
PROFESSIONAL SEAL
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1, PAD TO BE A MINIMUM OF 6" THICK. `
2. SHADED AREA AROUND PAD INDICATES MINIMUM CLEARANCE FROM
OBSTRUCTIONS. /J` FROM SIDES AND BACK OF CONCRETE AND 10` FROM FRONT
OF CONCRETE.)
J, PIT PAD ONLY.
4. COVER BOTTOM OF PIT WITH O" OF #S7 STONE,
5. PROVIDE CONCRETE BARRIER, MINIMUM 2" WIDE BY FULL WIDTH OF PIT, TO
SEPARATE PRIMARY AND SECONDARY COMPARTMENTS.'
�� FLAT �k��� ��N�� N���0�� ����N���&��
��0�W�N���N~��N�NNNN��� � N�0� N K-���� ����'�� PIT Q��W�� ~— ��N��������N��N���
SCALE: NONE
'
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-
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O^ °
_
^
ELBOWS FOR MIN.
^
PRIMARY ENTRANCE
AND EXIT. PROVIDE
' TVVD @ 5—INCH
TPV�
STUB—DU
'
'
CONDUIT.
CONCRETE PAD
OPEN 6"
AREA
O" GRAVEL
0^ EARTH
SIDE VIEW
PRIMARY
SIDE
OPEN
AREA
SECONDARY
SIDE
TAT
GROUND
AMUMAM
`
FRONT VIEW
`
`
NOTES�
1' SEE PAD REINFORCING DETAILS ON THIS SHEET.
2' CONTACT POWER CO. TO INSPECT PAD FORMS AND DIMENSIONS PRIOR TO CONCRETE BEING POURED'
3' CONCRETE SHALL BE 3000 PSI, WITH K4AX}kdUk4 WATER RATIO OF 0.50, MAXIMUM SLUMP OF 4",
AND AIR ENTRAINMENT CONTENT BETWEEN 4 AND 8 PERCENT.
4' PAD SHALL BE SUPPORTED ON A SUB—BASE OF SAND, GRAVEL OR CRUSHED STONE. THE GRANULAR
SUB—BASE SHALL BE A Kd|N|k8UK4 OF 4" THICK AND SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR.
5, THE TOP OF THE CONCRETE PAD MUST BE STEEL TROWELED, COMPLETELY SMOOTH AND LEVEL
O. INSTALL METERING CONDUIT FROM THE PIT PAD TO THE METERING LOCATION AS SPECIFIED BY DUKE
uvuRG/,
7. INSTALL THE CONDUIT FOR THE PRIMARY CONDUCTORS AS CLOSE TO THE CENTER OF THE PRIMARY AREA
AS PRACTICAL.
8, INFORM POWER CO. OF THE NUMBER, SIZE AND TYPE OF SECONDARY CONDUCTORS TO BE INSTALLED.
POWER CO' WILL INSTALL LUGS ON THE SECONDARY CONDUCTORS AND WILL MAKE THE CONNECTIONS OF
. THE SECONDARY CONDUCTORS TO THE LOW VOLTAGE SPADE TERMINALS. (PROVIDE ROOM FOR EXCESS
SECONDARY CABLES WHEN CONDUCTORS ARE IN PARALLEL. ALL PARALLEL CONDUCTORS SHALL BE
GROUPED AND MARKED BY THE ELECTRICAL CONTRACTOR. THERE SHALL BE NO MORE THAN 1.5 FEET
DIFFERENCE BETWEEN THE SHORTEST AND LONGEST OF ANY PARALLEL CONDUCTORS ON ANY ONE PHASE.
S' POWER CO' WILL SUPPLY AND INSTALL A 10^ GROUND ROD PRIOR TO THE INSTALLATION OF THE PAD—
MOUNT TRANSFORMER.
. 10' THE "PIT PAD" |S REQUIRED BY POWER CO. FOR ALL 3—PHASE PADMOUNT|NSTALLAT|ONS. IN CASES
WHERE THERE ARE J OR FEWER SECONDARY CONDUCTORS PER PHASE AND THE CONDUCTORS ARE LESS
THAN OR EQUAL TO 400k4CW, A "FLAT PAD" MAY BE CONSIDERED. THE POWER CO' PROJECT COORDINATOR
WILL MAKE THE FINAL DECISION WHETHER IT IS PERKd|S3|ABLE TO USE A "FLAT PAD'`.
' 11' TERMINATION OF CONDUIT FOR POWER CO' PRIMARY CABLES SHALL BE AS DIRECTED BY POWER CO. WHEN
POURING THE PAD' CONDUIT SHALL BE SCHEDULE 40^ WITH MINIMUM ELBOW RADIUS OF 36"' INSTALL
'
CONDUITS SO THE BELLED END IS "UP" IN THE TRANSFORMER COMPARTMENT. SECONDARY CONDUITS
/
SHALL NOT CROSS OR INTERFERE WITH THE PRIMARY CONDUITS, NOR SHALL THE SECONDARY CONDUITS
EXTEND OUTSIDE THE DESIGNATED "SECONDARY" AREA OF THE WINDOW. ALL CONDUIT SHALL BE PROVIDED
'
BY ELECTRICAL CONTRACTOR.
'
'
TRANSFORMER PIT PAD CONSTRUCTION
'
�°"�E'.`~"`E
`
'
-
�
!
'
|
�
'
^
MARK QUANTITY INSTALLATION
� | 4R1 | 2 |CENTER BARS IN "PIT BOX" SIDE WAL|S . PROVIDE 3" CLEARANCE
community infrastructure consultants
DETAIL
SYMBOL MARK
| |
-------' 4R1
-L __F
------ 4R2
FROM WALL BOTTOM AND 2" CLEARANCE FROM TOP SURFACE OF PAD.
4R2
2
CENTER BARS IN "PIT BOX" END WALLS. PROVIDE 3" CLEARANCE
----
------' 4R5
FROM WALL BOTTOM AND 2" CLEARANCE FROM TOP SURFACE OF PAD.
4-:' I N`5
TERMINATE BAR ENDS 2" FROM PAD EDGES.
4R3
4
CENTER BARS IN "PIT BOX" END AND SIDE WALLS. PLACE BOTTOM
BAR 3" FROM PIT BOTTOM. PLACE TOP BAR 2" FROM TOP SURFACE.
ILL
MAXIMUM BAR SPACING IS 12".
4R4
2
PLACE BARS IN APPROPRIATE LOCATIONS SHOWN TO PROVIDE CORNER
WELDED WIRE FABRIC
CONCRETE EDGE.
4R5
8
CENTER IN END WALLS OF "PIT BOX". TERMINATE BARS S' FROM BOTTOM
,SURFACE AND 2" FROM TOP SURFACE. MAXIMUM BAR SPACING IS 10".
WWF
—
PROVIDE 2" CLEARANCE FROM TOP SURFACE. TERMINATE 2" FROM PAD EDGES.�
ir 000
0 cc
PROJ. DATE: APR 2012
DRAWING NUMBER:
E-11
20090213.00.CL�j
MAINTAIN 2ft COVER
FROM THE TOP OF
THE CONCRETE
10001)
1,
(SECMDARY)
1C/ O"
NOTES: `
1, PAD TO BE A MINIMUM OF 6" THICK. `
2. SHADED AREA AROUND PAD INDICATES MINIMUM CLEARANCE FROM
OBSTRUCTIONS. /J` FROM SIDES AND BACK OF CONCRETE AND 10` FROM FRONT
OF CONCRETE.)
J, PIT PAD ONLY.
4. COVER BOTTOM OF PIT WITH O" OF #S7 STONE,
5. PROVIDE CONCRETE BARRIER, MINIMUM 2" WIDE BY FULL WIDTH OF PIT, TO
SEPARATE PRIMARY AND SECONDARY COMPARTMENTS.'
�� FLAT �k��� ��N�� N���0�� ����N���&��
��0�W�N���N~��N�NNNN��� � N�0� N K-���� ����'�� PIT Q��W�� ~— ��N��������N��N���
SCALE: NONE
'
} '�\ [--k
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-
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O^ °
_
^
ELBOWS FOR MIN.
^
PRIMARY ENTRANCE
AND EXIT. PROVIDE
' TVVD @ 5—INCH
TPV�
STUB—DU
'
'
CONDUIT.
CONCRETE PAD
OPEN 6"
AREA
O" GRAVEL
0^ EARTH
SIDE VIEW
PRIMARY
SIDE
OPEN
AREA
SECONDARY
SIDE
TAT
GROUND
AMUMAM
`
FRONT VIEW
`
`
NOTES�
1' SEE PAD REINFORCING DETAILS ON THIS SHEET.
2' CONTACT POWER CO. TO INSPECT PAD FORMS AND DIMENSIONS PRIOR TO CONCRETE BEING POURED'
3' CONCRETE SHALL BE 3000 PSI, WITH K4AX}kdUk4 WATER RATIO OF 0.50, MAXIMUM SLUMP OF 4",
AND AIR ENTRAINMENT CONTENT BETWEEN 4 AND 8 PERCENT.
4' PAD SHALL BE SUPPORTED ON A SUB—BASE OF SAND, GRAVEL OR CRUSHED STONE. THE GRANULAR
SUB—BASE SHALL BE A Kd|N|k8UK4 OF 4" THICK AND SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR.
5, THE TOP OF THE CONCRETE PAD MUST BE STEEL TROWELED, COMPLETELY SMOOTH AND LEVEL
O. INSTALL METERING CONDUIT FROM THE PIT PAD TO THE METERING LOCATION AS SPECIFIED BY DUKE
uvuRG/,
7. INSTALL THE CONDUIT FOR THE PRIMARY CONDUCTORS AS CLOSE TO THE CENTER OF THE PRIMARY AREA
AS PRACTICAL.
8, INFORM POWER CO. OF THE NUMBER, SIZE AND TYPE OF SECONDARY CONDUCTORS TO BE INSTALLED.
POWER CO' WILL INSTALL LUGS ON THE SECONDARY CONDUCTORS AND WILL MAKE THE CONNECTIONS OF
. THE SECONDARY CONDUCTORS TO THE LOW VOLTAGE SPADE TERMINALS. (PROVIDE ROOM FOR EXCESS
SECONDARY CABLES WHEN CONDUCTORS ARE IN PARALLEL. ALL PARALLEL CONDUCTORS SHALL BE
GROUPED AND MARKED BY THE ELECTRICAL CONTRACTOR. THERE SHALL BE NO MORE THAN 1.5 FEET
DIFFERENCE BETWEEN THE SHORTEST AND LONGEST OF ANY PARALLEL CONDUCTORS ON ANY ONE PHASE.
S' POWER CO' WILL SUPPLY AND INSTALL A 10^ GROUND ROD PRIOR TO THE INSTALLATION OF THE PAD—
MOUNT TRANSFORMER.
. 10' THE "PIT PAD" |S REQUIRED BY POWER CO. FOR ALL 3—PHASE PADMOUNT|NSTALLAT|ONS. IN CASES
WHERE THERE ARE J OR FEWER SECONDARY CONDUCTORS PER PHASE AND THE CONDUCTORS ARE LESS
THAN OR EQUAL TO 400k4CW, A "FLAT PAD" MAY BE CONSIDERED. THE POWER CO' PROJECT COORDINATOR
WILL MAKE THE FINAL DECISION WHETHER IT IS PERKd|S3|ABLE TO USE A "FLAT PAD'`.
' 11' TERMINATION OF CONDUIT FOR POWER CO' PRIMARY CABLES SHALL BE AS DIRECTED BY POWER CO. WHEN
POURING THE PAD' CONDUIT SHALL BE SCHEDULE 40^ WITH MINIMUM ELBOW RADIUS OF 36"' INSTALL
'
CONDUITS SO THE BELLED END IS "UP" IN THE TRANSFORMER COMPARTMENT. SECONDARY CONDUITS
/
SHALL NOT CROSS OR INTERFERE WITH THE PRIMARY CONDUITS, NOR SHALL THE SECONDARY CONDUITS
EXTEND OUTSIDE THE DESIGNATED "SECONDARY" AREA OF THE WINDOW. ALL CONDUIT SHALL BE PROVIDED
'
BY ELECTRICAL CONTRACTOR.
'
'
TRANSFORMER PIT PAD CONSTRUCTION
'
�°"�E'.`~"`E
`
'
-
�
!
'
|
�
'
^
MARK QUANTITY INSTALLATION
� | 4R1 | 2 |CENTER BARS IN "PIT BOX" SIDE WAL|S . PROVIDE 3" CLEARANCE
IRANSFORMER PAT PAD REINFORCING DETAILS
S
SCALE: NONE
4R1 QUANTITY
EACH SIDE OF PIT
4R2 QUANTITY /9\
EACH SIDE OF THE TOP,
DOWN THE SIDES, AND
ACROSS THE BOTTOM OF PIT
4R3 QUANTITY
AROUND SIDES, FRONT
AND BACK OF PIT
CONCRETE PIT PAD — COMPLETE CONSTRUCTION
GENERAL NOTE: COORDINATE WITH POWER COMPANY FOR
EXACT REQUIREMENTS FOR TRANSFORMER
PAD AND INCOMING CONDUITS PRIOR TO
STARTING ANY WORK.
', MARKED WITH AN ORIGINAL SIGNATURE AND SEAL
4R4 QUANTITY
EACH SIDE OF THE TOP
4R5 SPACED 10" APART
IN FRONT AND BACK OF PIT
SHAPE
community infrastructure consultants
DETAIL
SYMBOL MARK
| |
-------' 4R1
-L __F
------ 4R2
FROM WALL BOTTOM AND 2" CLEARANCE FROM TOP SURFACE OF PAD.
4R2
2
CENTER BARS IN "PIT BOX" END WALLS. PROVIDE 3" CLEARANCE
----
------' 4R5
FROM WALL BOTTOM AND 2" CLEARANCE FROM TOP SURFACE OF PAD.
4-:' I N`5
TERMINATE BAR ENDS 2" FROM PAD EDGES.
4R3
4
CENTER BARS IN "PIT BOX" END AND SIDE WALLS. PLACE BOTTOM
BAR 3" FROM PIT BOTTOM. PLACE TOP BAR 2" FROM TOP SURFACE.
ILL
MAXIMUM BAR SPACING IS 12".
4R4
2
PLACE BARS IN APPROPRIATE LOCATIONS SHOWN TO PROVIDE CORNER
CRACK CONTROL. PROVIDE 2" CLEARANCE FROM TOP SURFACE AND ANY
CONCRETE EDGE.
4R5
8
CENTER IN END WALLS OF "PIT BOX". TERMINATE BARS S' FROM BOTTOM
,SURFACE AND 2" FROM TOP SURFACE. MAXIMUM BAR SPACING IS 10".
WWF
—
PROVIDE 2" CLEARANCE FROM TOP SURFACE. TERMINATE 2" FROM PAD EDGES.�
IRANSFORMER PAT PAD REINFORCING DETAILS
S
SCALE: NONE
4R1 QUANTITY
EACH SIDE OF PIT
4R2 QUANTITY /9\
EACH SIDE OF THE TOP,
DOWN THE SIDES, AND
ACROSS THE BOTTOM OF PIT
4R3 QUANTITY
AROUND SIDES, FRONT
AND BACK OF PIT
CONCRETE PIT PAD — COMPLETE CONSTRUCTION
GENERAL NOTE: COORDINATE WITH POWER COMPANY FOR
EXACT REQUIREMENTS FOR TRANSFORMER
PAD AND INCOMING CONDUITS PRIOR TO
STARTING ANY WORK.
', MARKED WITH AN ORIGINAL SIGNATURE AND SEAL
4R4 QUANTITY
EACH SIDE OF THE TOP
4R5 SPACED 10" APART
IN FRONT AND BACK OF PIT
SHAPE
community infrastructure consultants
DETAIL
SYMBOL MARK
| |
-------' 4R1
-L __F
------ 4R2
| |
------ 4R3
4R4
----
------' 4R5
k
WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
NC. UCENSE NO. F-0374
EAL
AIG
4-:' I N`5
PROFESSIONAL SEAL
ILL
CL C%I
ir 000
0 cc
PROJ. DATE: APR 2012
DRAWING NUMBER:
E-11
20090213.00.CL�j

DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
C
04
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PROD. DATE: APR 2012
Q.C.:
Q.C. DATE:
DRAWING NUMBER:
E-12
PROJ. NO.:
20090213.00.CL
COPYRIGHT @, WX DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES
FILE NAME:
to LZ
SWITCHBOARD MSB1
SWITCHBOARD MSB2
CONNECTED
LOAD
(KVA)
CONNECTED
LOAD
(KVA)
SERVICE: 480/277V, 3-PH, 4W
TYPE: FRONT ACCESSIBLE
LIGHTING
2.3
SERVICE: 480/277V, 3-PH, 4W
TYPE: FRONT ACCESSIBLE
LIGHTING
3.2
BUSES: 1600 AMPERES MLO
S.C. RATING: 50,000 AMPERES
HEATING
56.0
BUSES: 1600 AMPERES MLO
S.C. RATING: 50,000 AMPERES
HEATING
56.0
NOTES:
A/C & HEAT PUMPS
0.0
NOTES:
A/C & HEAT PUMPS
0.0
1. WITH EQUIPMENT GROUND BUS,
AIR HANDLING
15.6
1. WITH EQUIPMENT GROUND BUS.
AIR HANDLING
11.7
2. WITH POWER MONITORING METER.
RECEPTACLES
2.2
2. WITH POWER MONITORING METER.
RECEPTACLES
2.2
3. REFER TO SECTION 262413 FOR ADDITIONAL REQUIREMENTS.
WATER HEATING
0.0
3. REFER TO SECTION 262413 FOR ADDITIONAL REQUIREMENTS.
WATER HEATING
0.0
4. 800A FRAME CIRCUIT BREAKERS SHALL
HAVE ELECTRONIC
INTERCHANGEABLE
TRIPS.
ELEVATORS
0.0
4. 800A FRAME CIRCUIT BREAKERS SHALL
HAVE ELECTRONIC
INTERCHANGEABLE
TRIPS.
ELEVATORS
0.0
FOOD PROCESSING
0.0
FOOD PROCESSING
0.0
PROCESS
644.0
PROCESS
706.4
MISCELLANEOUS
8.8
MISCELLANEOUS
8.8
TOTAL (KVA)
728.9
TOTAL (KVA)
788.3
CONNECTED LOAD: 877 AMPERES
CONNECTED LOAD: 948 AMPERES
PROTECTION
LOAD ( VA) PER PHASE
-_ PROTECTION
LOAD VA) PER PHASE
UNIT LOAD SERVED
POLE
FRAME
TRIP
WIRE & CONDUIT
REMARKS
A
B I C
UNIT LOAD SERVED
POLE
FRAME
TRIP
WIRE & CONDUIT
REMARKS
A
B C
246.2
246.4 236.3
266.8
266.6 255.0.
1 SPD
3
100
60 SEE POWER
RISER DIAGRAM
0.0
0.0 0.0
1 SPD
3
100
60 SEE POWER
RISER
DIAGRAM
0.0
0.0 0.0
2 SPARE
3
100
100
0.0
0.0 0.0
2 SPARE
3
100
100
0.0
0.0 0.0
3 PUMP #1 - 40 HP
3
800
125 SEE POWER
RISER DIAGRAM
L,S,I,GF
14.4
14.4 14.4
3 PUMP #1 - 100 HP
3
800
300 SEE POWER
RISER
DIAGRAM
L,S,I,GF
34.4
34.4 34.4
4 PUMP #2 - 300 HP
3
800
700 SEE POWER
RISER DIAGRAM
L,S,I,GF
100.0
100.0 100.0,
4 PUMP #2 - 300 HP
3
800
700 SEE POWER
RISER
DIAGRAM
L,S,I,GF
100.0
10010 100.0
5 PUMP 13: - 300 HP
3
800
700 SEE POWER
RISER DIAGRAM
L,S,I,GF
100.0
100.0 100.0
5 PUMP #3 - 300 HP
3
800
700 SEE POWER
RISER
DIAGRAM
L,S,I,GF
100.0
100.0 100.0
6 FUTURE PUMP #4 - (300 HP)
3
800
700 SEE POWER
RISER DIAGRAM
L,S,I,GF
0.0
0.0 0.0
6 FUTURE PUMP L4 (300 HP)
3
800
700 SEE POWER
RISER
DIAGRAM
L,S,I,GF
0.0
0.0 0.0,
7 PANEL 'H1'
3
225
200 SEE POWER RISER DIAGRAM
21.8
-
21.9 21.9
7 PANEL 'H2'
3
225
200 SEE POWER
RISER
DIAGRAM
20.5
20.6 20.6
8 PANEL 'Pl' VIA 25 KVA
3
100
80 SEE POWER RISER DIAGRAM
10.0
10.11 0.0
8 PANEL 'P2' VIA 25 KVA
3
100
80 SEE POWER
RISER
DIAGRAM
11.9
11.6 0.0
9 SPARE
3
225
225
0.0
0.01 0.01
9 SPARE
3
225
225
1
0.01
.0 0.0
ETTI.
I
1
0.0-
0.01 0.01
1 10
1
0.01
0.0 0.0
- LOAD (K
WIRE
BRKR
CKT.
CKT. BRKR WIRE
LOAD (KVA)
LOAD (K
WIRE
BRKR
CKT.
CKT.
BRKR WIRE
LOAD (KVA)
A B DESCRIPTION
SIZE
RAT'G
NO,
NO. RAT'G SIZE
DESCRIPTION
A
B C
A B C DESCRIPTION
SIZE
RAT'G
NO.
NO.
RAT'G SIZE
DESCRIPTION
A
B C
- 0.0 SPARE -
30/3
1
2 30/3
SPARE
0.0
0.0 SPARE
30/3
1
2
30/3
SPARE
0.0
0.0
3
4
0.0
0.0
3
4
0.0
0.01.
5
6
0.0
0.01.
5
6
0.0
3.3 U.H. #1 & 2 - 205 KW
12
20/3
7
8 20/3 12
U.H. #3 & 4 - 205 KW
3.3
3.3 U.H. 11 & 12 - 2 @5 KW
12
20/3
7
8
20L3 12
U.H. 13 &14 -2 ®5K VI
13
3.3
12
9
10 12
3.31
1 3.3
12
9
10
12
3.3
3.4.
12
11
12 12
3.4
3.4.
12
11
12
12
3.4
3.3 U.H. #5 & 6 - 205 KW
12
20/3
13
14 20/3 12
U.H. #7 & 8 - 205 KW
3.3
3.3 U.H. #15 & 16 - 205 KW
12
20/3
13
14
20/3 12
U.H. 7 &18 -2 ®5 KW
3.3
3.4 1.
12
15
16 12
3.4
3.4
12
.15
16
12
3.4
3.3.
12
17
18 12
3.3
3.3.
12
17
18
12
3.3
3.4 U.H. #9 & 10 - 2@5 KW
12
20/3
19
20 20/3 12
SPARE
0.0
3.41 U.H. #14 & 20 - 205 WV
12
20/3
19
20
20/3 12
SPARE
0.0
3.3
12
21
22 12
0.0
3.3
12
21
22
12
0.0
3.3.
12
23
24 12
0.0
3.3.
12
23
24
12
0.0
1.3 IFAN #1 (3 HP)
12
15L3
25
26 15/3 12
FAN #2 (3 HP)
1.3
1.3 FAN L5 (3 HP)
12
20/3
25
26
20/3
FAN #6 (3 HP)
0.0
1.3 1.
12
27
28 12
1.3
1.3
12
27
28
0.0
1.31.
12
29
30 12
1.3
1.3.
12
29
30
0.0
1.3 FAN 13 (3 HIP)
12
15/3 1
31
32 15/3 12
1FAN #4 �3 HP)
1.3
1.3 3 HP)
12
20/3
31
32
20/3 12
FAN #8 (3 HP)
1.3
1.3
12
33
34 12
1.31
1.3
12
33
34
12
1.3
1.3.
12
35
36 12
1.3
1.31.
12
35
36
12
1.3
0.0 SPARE
60L3
37
38 15/3
SPARE
0.0
0.0 PARE
60./3
37
38
15/3
SPARE
0.0
0.0,
39
40
0.0
0.0
-
39
40
0.0
I 1 0.01.
41
0.0
0.0 .
41
42
0.0
TYPE: BRANCH CIRCUIT
GROSS PHASE TOTALS
CONNECTED LOAD
CURRENT. 79 AMPERES
TYPE: BRANCH CIRCUIT
GROSS PHASE TOTALS
CONNECTED LOAD
CURRENT. 74 AMPERES
MOUNTING: SURFACE
A=
21.8 KVA
LIGHTING
0.0 KVA
MOUNTING: SURFACE
A=
20.5 KVA
LIGHTING
0.0 KVA
SUPPLY. 480V, 3-PH, 3W
8=
21.9 KVA
HEATING
50.0 KVA
SUPPLY. 480V, 3-PH, 3W
B=
20.6 KVA
HEATING
50.0 KVA
MAINS: 225 AMP MAIN LUGS ONLY
C=
21.9 KVA
A/C MOTORS & HEAT PUMPS
0.0 KVA
MAINS: 225 AMP MAIN LUGS ONLY
C=
20.6 KVA
A/C MOTORS & HEAT PUMPS
0.0 KVA
SCIR: 42,000 AMPERES
AIR HANDLING &
EXH FANS
15.6 KVA
SCIR: 42,000 AMPERES
AIR HANDLING &
EXH FANS
11.7 KVA
NOTES:
RECEPTACLES
0.0 KVA
NOTES:
RECEPTACLES
0.0 KVA
1, WITH EQUIPMENT GROUND BUS,
ELECTRIC WATER
HEATING
0.0 KVA
1. WITH EQUIPMENT GROUND BUS.
ELECTRIC WATER
HEATING
0.0 KVA
HUMIDIFIERS
0.0 KVA
HUMIDIFIERS
0.0 KVA
FOOD PROCESSING
0.0 KVA
FOOD PROCESSING
0.0 KVA
PROCESS
0.0 KVA
PROCESS
0.0 KVA
MISCELLANEOUS
0.0 KVA
MISCELLANEOUS
0.0 KVA
PANEL H1
ITOTAL
I
PANEL H2
Uj
CONNECTED
LOAD
65.6 KVA
TOTAL CONNECTED
LOAD
61.7 KVA
LOAD (K
WIRE
BRKR
CKT.
CKT. BRKR WIRE
LOAD (KVA)
LOAD (KVA)
WIRE
BRKR
CKT.
CKT.
BRKR WIRE
LOAD (K
�Ij
F_
0
PHI PH2 DESCRIPTION
SIZE
RAT'G
NO.
NO. RAT'G SIZE
DESCRIPTION
PH1
PH2
PH1 PH2 DESCRIPTION
SIZE
RAT'G
NO.
NO.
RAT'G SIZE
DESCRIPTION
PH1
PH2
Uj
_j
Uj
0.0 SPD
8
301/2
1
2 20/1 12
PUMP CONTROL PANEL
0.8
0.0 SPD
8
30/2
1
2
20/1 12
PUMP CONTROL PANEL
0.8
0.0
8
3
4 201 12
SCADA PANEL-RTU-1
0.4
0.0
8
3
4
201 12
SCADA PANEL-RTU-2
0.4
O
0.9 LIGHTING-INTERIOR
12
20/1
5
6 20/1 12
GEN. SET BATT, CHARGER
0.4
1.5 LIGHTING-INTERIOR
12
20/1
5
6
20/1 12
GEN. SET BATT. CHARGER-
0.4
0.9 LIGHTING-INTERIOR
12
20/1
7
8 40/2 8
IGEN. SET BLOCK HTR.
3.0
1.2 LIGHTING- INTERIOR
12
20L1
7
8
40/2 10
GEN. SET BLOCK HTR.
3.0
0.5 EXT. LIGHTING
12
20/1
9
10 8
3.0
0.6 EXT. LIGHTING
12
20/1
9
10
10
3.0
0.4 INSTRUMENTATION
12
20/1
11
12 80/2 4
DISINFECTANT BLDG.
3.4
0.4 INSTRUMENTATION
12
20/1
11
12
80/2 4
DISINFECTANT BLDG.
3.4
0.6 RECEPTACLES
12
20/1
13
14 4
3.4
0.6 RECEPTACLES
12
20/1
13
14
4
3.4
f 1.2 RECEPTACLES
12
20/1
15
16 20/1 12
HVAC CONTROLS
0.4.
1.2 RECEPTACLES
12
20/1
15
16
20/1 8
TANK "LIT"
0.2
0.4 TEL. BACKBOARD
12
20/1
17
18 20/1
SPARE
0.0
0.4 TEL. BACKBOARD
12
20/1
17
18
20/1 8
TANK MIXER
1.2
0
0.0 SPARE
20/1
19
20 15/1
SPARE
0.0
0.0 SPARE
20/1
19
20
20Z1 12
HVAC CONTROLS
0.4
0.0 SPARE
20/1
21
22 15L1
SPARE
0.0
0.0 SPARE
20/1
21
22
20/1
SPARE
0.0
a-
0.0 SPARE
20/1
23
24 20/1
SPARE
0.0
0.0 SPARE
20/�
23
24
15/1
SPARE
0.0
0.0 SPARE
20/1
25
26 20/1
ISPARE
0.0
0.0 SPARE
20/1
25
26
15/1
SPARE
0.0,
0.0 SPARE
20/1
27
28 20/1
SPARE
0.0
0.0 SPARE
20/1
27
28
20/1
SPARE
0.0
0
C14
0.0 SPARE
20/1
29
30 20/1
SPARE
0.0
0.0 SPARE
20/1
29
30
20/1
SPARE
0.0
&
0.0 SPARE
20/1
31
32 20/1
SPARE
0.0
0.0 SPARE
20L1
31
32�
20/1
SPARE
0.0
0.0 S.O.
33
34 1
S.O.
0.0
0.0 S.O.
33
34
1S.O.
0.0
<
0.0 S.O.
35
36
S.O.
0.0,
0.0 S.O.
35
36
S.O.
0.0
0.0 S.O.
37
8
0.0
0.0 S.O.
37
38
S.O.
0.0
2
0.0 T S.O.
39
4
0.0
0.01 S.O.
39
40
S.O.
0.0
0.01 S.O.
42
1
0.0
0.01 1 1S.O.
41
42
S.O.
0-0
TYPE: BRANCH CIRCUIT
GROSS
PHASE
TOTALS
CONNECTED LOAD: 82 AMPERES
TYPE: BRANCH CIRCUIT
GROSS PHASE TOTALS
CONNECTED LOAD: 92 AMPERES
MOUNTING: SURFACE
PHI=
10.0 KVA
LIGHTING
2.3 KVA
MOUNTING: SURFACE
PH1=
11.9 KVA
LIGHTING
3.2 KVA
SUPPLY. 240/12OV, 3P, 4W
PH2=
9.7 KVA
HEATING
6.0 KVA
SUPPLY: 240/12OV, 3P, 4W
PH2=
10.2 KVA
HEATING
6.0 KVA
MAINS: 150 AMP MAIN CIRCUIT BREAKER
A/C MOTORS & HEAT PUMPS
0.0 KVA
MAINS: 150 AMP MAIN CIRCUIT BREAKER
A/C MOTORS & HEAT PUMPS
0.0 KVA
SCIR: 10,000 AMPERES
AIR HANDLING &
EXH FANS
0.0 KVA
SCIR: 10,000 AMPERES
AIR HANDLING &
EXH FANS
0.0 KVA
NOTES:
RECEPTACLES
2.2 KVA
NOTES:
RECEPTACLES
2.2 KVA
1. WITH EQUIPMENT GROUND BUS.
ELECTRIC WATER
HEATING
0.0 KVA
1. WITH EQUIPMENT GROUND BUS.
ELECTRIC WATER
HEATING
0.0 KVA
ELEVATORS
0.0 KVA
ELEVATORS
0.0 KVA
FOOD PROCESSING
0.0 KVA
FOOD PROCESSING
0.0 KVA
PROCESS
0.4 KVA
PROCESS
1.8 KVA
MISCELLANEOUS
8.8 KVA
MISCELLANEOUS
8.8 KVA
PANEL P1
TOTAL CONNECTED LOAD
PANEL P2
MC-Cracken &
0
19.7 KVA
TOTAL CONNECTED
LOAD
22.0 KVA
Lopez, P.A.
o
Consulting Engineers
2151 Hawkins Street, Suite 500
Charlotte, North Carolina 28203
o
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376-7072 1 Fx: 7W76-4465
0
License no. C-0503
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
C
04
ES
AL
724
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4k
211.047
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PROD. DATE: APR 2012
Q.C.:
Q.C. DATE:
DRAWING NUMBER:
E-12
PROJ. NO.:
20090213.00.CL
COPYRIGHT @, WX DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES
FILE NAME:
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COPYRIGHT @, WX DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES
FILE NAME:
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FILE NAME: KA2
SC -1 3/4 "C TO METERING
PUMP CONTROLLER
IN DISINFECTANT BUILDING
SC -1 3/4 "C TO METERING
PUMP IN DISINFECTION
BUILDING
COMP STOP THERMAL
DISPERSION FLOW
METER /TRANSMITTER
WT
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P1 -11
(P2 -11)�j NO E 1,21 CABL8 FURNISH
WITH METER
I I 0 I �/
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2
3/4
6' DIA. PRECAST CONCRETE
FLAT TOP DOG HOUSE MANHOLE
30" DIP WATER LINE
TYPICAL
D CHEMICAL PEED MANHOLE DETAIL PLAN - TWO REQUIRED
SCALE: NONE
NOTES:
1. REFER TO SHEET G -8 FOR ADDITIONAL INFORMATION.
2. CONDUIT ENTRY TO BE SEALED WITH EXPANDABLE
SEALER.
3. PROVIDE HOT DIPPED GALVANIZED FRAME SUPPORT
FOR " FIT ". MOUNT ADJACENT TO MH AT LOCATION AS
DIRECTED BY G.C.
120V, 60 HZ
IN CONDUIT__.
METERING ( SFC
PUMP PC
CONTROLLER
(
L _
3/4 "C SC -1
4 -20 MA
ntal= ttvtu. ht
2012 - Doneki
CONCRETE TANK PLAN - ELECTRICAL WORK BPS NO, 2 ONL
SCALE: NONE
NOTES:
A. COORDINATE EXACT LOCATION OF REQUIRED CONNECTIONS PRIOR TO STARTING ANY WORK.
ADDITIONS OR DELEI
AS
REQUIRED
CHLORINE
ANALYZER
101
CHEMICAL FEED
SOLENOID METERING
PUMP r-e.
120V, 60 HZ
CIRCUIT IN CONDUIT
(
120V, 60 HZ
IN CONDUIT
'
[3/4"C SC -1
4 -20 MA - OUT
3/4 "C SC -1
_ - - - STOP CONTACT
2 #12,1 #12 G,1 /2 "C
J
FIT FJ P1 -11, 60 HZ POWER
(P2 -11)
FE !"--- CHEMICAL FEED
i MANHOLE. SEE PLAN
i ON THIS SHEET
240/120/1
PANEL WITHIN
W /BANCH DISINFECTANT
CIRCUIT ( BUILDING
BREAKERS
SC -2, 3/4 "C (ONE
SC IS SPARE)
TYPICAL WIRING DIAGRAM CHEMICAL FEED - TWO REQUIRED
GALE: NONE
1. COORDINATE REQUIREMENTS WITH INSTRUMENT SUPPLIER PRIOR TO
RUNNING ANY CONDUIT.
2. MOUNT DISCONNECT SWITCH ON EXTERIOR SIDE OF DISINFECTANT BUILDING TO THE RIGHT
SIDE OF DOOR. THIS SWITCH MAY BE DELETED IF BUILDING IS EQUIPPED WITH SERVICE
RATED PANELBOARD HAVING A MAIN BREAKER.
SC -2 -PCP
INDICATES TERMINATION POINT, UNLESS
TERMINATION POINT IS SHOWN ON PLAN
INDICATES QUANTITY OF SHIELDED CABLE
PAIRS - NOTES 1, 2, 3.
INDICATES SHIELDED CABLE
TYPICAL INSTRUMENTATION CABLE HOMERUN REPRESENTATION
CC- 4 -RTU -1
`*— INDICATES TERMINATION POINT
INDICATES QUANTITY OF CONTROL CABLE
CONDUCTORS
INDICATES CONTROL OR POWER CABLE: #14
THWN /THHN STRANDED IN CONDUIT NOTES 2,4
TYPICAL CONTROL CABLE HOMERUN
REPRESENTATION (AC OR DC POWER)
CONTROL AND INSTRUMENTATION CABLE
HOMERUNL � EGEND ANDP LA � NEPRESENTATION
NOT TO SCALE
NOTES:
1. SHIELDED CABLES FOR INSTRUMENTATION AND CERTAIN POWER APPLICATIONS,
"SC" CABLES, SHALL BE #16 TWISTED PAIR, STRANDED, BELD FOIL ALUMINUM -
POLYESTER 100% SHIELDED COVERAGE CHROME PVC JACKET OR EQUIVALENT
FOR INDOOR APPLICATIONS. USE SIMILAR CABLE, FOR OUTDOOR, OR BELOW
GRADE OR BELOW -SLAB APPLICATIONS, EXCEPT WITH FLUORINATED
ETHYLENE - PROPYLENE JACKET.
2. DO NOT MIX SHIELDED CABLES AND NON- SHIELDED CONTROL CONDUCTORS
IN SAME CONDUIT.
3. IF NO QUANTITY IS GIVEN IT IS TO REQUIRE ONE (1) CABLE.
4. PROVIDE EQUIVALENT GROUNDING CONDUCTOR IN EACH "CC" CONDUIT
RUN IN ADDITION TO THE INDICATED CONDUCTORS.
IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL
', MARKED WITH AN
PUMP BUILDING
HM
J
INSTRUMENTATION AND CONTROL
CABLES CONDUIT CHART
CONDUIT
SIZE -
INCHES
NOTE
MAXIMUM
SHIELDED
CABLES
SC MAXIMUM THHN /THWN
CONDUCTORS
#14 AWG
3/4
2
21
1
4
33
1 1/4
6
52
1 1/2
9
76
2
16
133
2 1/2
25
200
3
50
291
www.wkdickson.com
* - EXTERIOR, UNDERGROUND CONDUIT SHALL BE MINIMUM 1 -INCH
SIZE, (CONDUIT BETWEEN STRUCTURES) REGUARDLESS THAT THIS
CHART MAY ALLOW SMALLER CONDUIT.
TYPICAL - CONDUCTOR
TERMINATION OR SPLICE
TYPICAL - CODUCTOR
61) r{/
L
OTE 1
• ® • • �'
(
NOT TO SCALE
NOTES:
1. SELF LOCKING TY -RAP TIE PLACED ON CONDUCTOR AT A LOCATION
LEGIBLE FROM THE OPENING OF THE ENCLOSURE.
2. MARK IDENTIFICATION USING T & B #WT163M -3 OR EQUAL RED
PERMINENT MARKING PEN, EXCEPT USE PHENOLIC
NAMEPLATES IN HANDHOLES.
im
O'DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F -0374
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Q.C..
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DRAWING NUMBER:
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PROJ. NO.:
20090213.00.CL

EXHAUST FAN SCHEDULE
LOCATION
DESIGNATION
6
GREENHECK MODEL N0.
CFM
E.S.P.
TYPE
DRIVE
H.P.
VOLTS
PHASE
ROOF
OPENING
WEIGHT
LBS.
NOTES
z
EF -1
CUBE - 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
EUH -3
U)
mm
EF -2
CUBE - 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
C,
75
EF -3
CUBE- 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
5
480
EF -4
CUBE- 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
EUH -8
P3P2610CA1
5
480
3
I�2 34 ,a
75
EUH -9
P3P2610CA1
5
480
32
3 ,t:
75
EUH -10
P3P2610CA1
5
480
3
�2 ,�3 ,i�4 ,�
75
Nz
:4ko
EF -5
CUBE - 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
75
U) -j
mm
EF -6
CUBE- 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500
480
3
EF -7
CUBE- 360 -30
11,300
0.75"
CENTR,
BELT
3
460
3
38.5 "X38.5"
500
EUH -15
P3P261OCA1
EF -8
CUBE - 360 -30
11,300
0.75"
CENTR.
BELT
3
460
3
38.5 "X38.5"
500,,,,./
i'2 ,,�,�
75
EUH -17
P3P2610CA1
5
480
3
0, , 94 , 0
75
EUH -18
P3P2610CA1
5
480
3
x_`1,93 ,�,i
75
EUH -19
P3P2610CA1
5
480
3
\_`_J, , ` 1, lJ
75
NOTES:
Q BACKDRAFT DAMPER AT CURB TOP.
SLOPED BASE INSULATED CURB, MINIMUM 12" HIGH, SLOPE TO MATCH ROOF PITCH. FAN SHALL BE MOUNTED LEVEL. CURB BY G.C.
i POWER DISCONNECT SWITCH.
HINGE KIT, CURB SEAL, PERMA -Z COATING FOR CORROSION PROTECTION. (COATING SHALL COVER ENTIRE FAN AND DAMPER)
EXHAUST FANS SHALL BE U.L. LISTED.
6 GREENHECK IS THE BASIS OF DESIGN.
ELECTRIC HEATER SCHEDULE
LOCATION
DESIGNATION
MARKEL
MODEL NO
KW HEAT CAPACITY
VOLTS
PHASE
NOTES
MAXIMUM WEIGHT LBS.
0
EUH -1
P3P2610CA1
5
480
3
O,�,i�,i'5
75
V°
a�
EUH- -2
P3P2610CA1
5
480
3
2 3 4, 5
Cooa
75
MM
EUH -3
P3P2610CA1
5
480
3
2 3 4 5
75
EUH -4
P3P261OCA1
5
480
3
C,
75
EUH -5
P3P2610CA1
5
480
32
3 ,i�4 ,�
75
EUH -6
P3P2610CA1
5
480
3
�, O , O ,
75
EUH -7
P3P261OCA1
5
480
3
,�,%4 5
75
EUH -8
P3P2610CA1
5
480
3
I�2 34 ,a
75
EUH -9
P3P2610CA1
5
480
32
3 ,t:
75
EUH -10
P3P2610CA1
5
480
3
�2 ,�3 ,i�4 ,�
75
N
zttta
EUH -11
P3P2610CA1
5
480
3
�2 3 ,L1,LJ
75
-'
M m
EUH -12
P3P2610CA1
5
480
3
�2 ,�3 ,0,95
75
EUH -13
P3P2610CA1
5
480
3
919 \./ ,94 ,Q
75
EUH -14
P3P2610CA1
5
480
3
Q,I�J,,�
75
EUH -15
P3P261OCA1
5
480
3
�,i�,�,i 5�
75
EUH -16
P3P2610CA1
5
480
3
i'2 ,,�,�
75
EUH -17
P3P2610CA1
5
480
3
0, , 94 , 0
75
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NOTES:
91 MARKEL IS THE BASIS OF DESIGN. MAXIMUM UNIT HEIGHT = 8 3/4 ".
2 REMOTE WALL MOUNTED T'STAT. CONTROL TRANSFORMER.
t`3 SUSPEND UNIT 3" BELOW BOTTOM OF ROOF STRUCTURE, USING UNISTRUT AND 1/2"
DIAMETER GALVANIZED STEEL RODS. PROVIDE MISC. STEEL AS REQUIRED.
ELECTRIC HEATERS SHALL BE U.L. LISTED.
UNITS SHALL BE INSTALLED SO THAT THEY DO NOT PROJECT MORE THAN 12" BELOW
BOTTOM OF JOISTS.
MECHANICAL GENERAL NOTES:
1. FOR EXACT LOCATION AND SIZE OF LOUVERS, CURBS, ETC., REFER TO BUILDING DRAWINGS.
2. THERMOSTATS SHALL BE LOCATED 46" ABOVE THE FINISHED FLOOR.
3. ROOF OPENINGS AND MISCELLANEOUS STEEL SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR. ALL MOTOR OPERATED DAMPERS BEHIND EACH LOUVER SHALL BE PROVIDED BY
MECHANICAL CONTRACTOR. CURBS AND LOUVERS SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR.
4. MECHANICAL CONTRACTOR SHALL COORDINATE SIZE OF MOTOR OPERATED DAMPER,
MOUNTED BEHIND LOUVER, TO MATCH UP WITH LOUVER.
5. THE MECHANICAL SYSTEM SUPPORTS AND MISCELLANEOUS STEEL SHALL BE PROVIDED BY THE
MECHANICAL CONTRACTOR. SIZES, REINFORCING, ETC. SHALL BE DETERMINED BY THE MECHANICAL
CONTRACTOR.
6. ALL CONTROL WIRING SHALL BE INSTALLED IN CONDUITS.
7. PROVIDE INSULATED BOX FOR THE THERMOSTATS MOUNTED ON EXTERIOR WALLS.
SYMBOLS MECHANICAL
THERMOSTAT
M.C. MECHANICAL CONTRACTOR
G.C. GENERAL CONTRACTOR
- --- MOTOR OPERATED DAMPER
NTS NOT TO SCALE
DRAWING
M -1 MECHANICAL GENERAL NOTES, SYMBOLS, SCHEDULES AND DRAWING
LIST
M -2 BPS NO. 1 BUILDING - MECHANICAL
M -3 BPS NO. 2 BUILDING - MECHANICAL
ELECTRICAL CONNECTION TO
MOTOR THROUGH BREATHER
TUBE (PROVIDE ENOUGH SLACK
FOR FAN HINGED OPEN)
EXTERNAL NEMA 3R DISCONNECT
HIN
ANCHOR FAN BASE TO CURB (T)
I
NOTES:
3LE
1. SECURE FAN TO CURB WITH SHEET METAL
SCREWS 1'- 0" ON CENTER, ALL AROUND.
2. MECHANICAL & GENERAL CONTRACTORS SHALL VERIFY
AND COORDINATE ROOF OPENINGS WITH SUBMITTED
ITEMS PRIOR TO INSTALLATION.
3. FAN TO BE UL APPROVED AND PROVIDED WITH BIRDSCREEN.
4. FOR ROOF CONSTRUCTION AND CURB DETAIL SEE BUILDING DRAWINGS.
EXHAUST FAN DETAIL
NOT TO SCALE
AN BY M.C.
ABLE
?) TYPICAL
OTE 1;
URB FURNISHED AND
(STALLED BY G.C.
�ACKDRAFT DAMPER BY M.C.
SPY,
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(fl 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: -Off 2DI12 - JUND F"W
..... ....... ... .... ...... ...... .... ... ...... ... ....... ...... ...... . ...... ... .... .. ...... ....... . ...... . ....... ...... ...... .... .... .. ..... ...... ...... ....... ....... ...... ....... ....... ... ....
36"X36" BACKDRAFT
DAMPER IN CURB (TYP.)
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BPS NO.1 BUILDING MECHANICAL PLAN
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT SCALE: 1/4"=l'-O"
METHOD OF COMPLIANCE
PRESCRIPTIVE N ENERGY COST BUDGET 17-1 1' -0" 2) 0 2) 4) 8'
q j
EXTERIOR DESIGN CONDITIONS
winter dry bulb 227 CONTROL SEQUENCES
summer dry bulb 91'17
INTERIOR DESIGN CONDITIONS 1. EACH EXHAUST FAN SHALL OPERATE FROM WALL MOUNTED THERMOSTAT. SET EACH THERMOSTAT AT
winter dry bulb 55*17 85*17. WHEN TEMPERATURE RISES ABOVE 857, THE EXHAUST FAN CORRESPONDING TO THERMOSTAT
summer dry bulb 957 SHALL START AND ASSOCIATED MOTOR OPERATED DAMPER SHALL OPEN. REVERSE SHALL OCCUR WHEN
relative humidity N/A TEMPERATURE DROPS BELOW 837.
BUILDING HEATING LOAD 52 KW 2. EACH UNIT HEATER SHALL OPERATE FROM WALL MOUNTED CORRESPONDING THERMOSTAT SET 0 551F.
BUILDING COOLING LOAD N/A 3. REFER TO ELECTRICAL PLAN E-5 FOR THERMOSTAT AND M.O. DAMPER WIRING BEING PROVIDED AS PART
OF DIVISION 26- ELECTRICAL.
MECHANICAL SPACING CONDITIONING SYSTEM 4, MOTOR STARTERS FOR EXHAUST FANS ARE BEING PROVIDED AS PART OF DIVISION 26-ELECTRICAL.
Unitary
description of unit ELECTRIC HEAT UNITS
heating efficiency 100%
cooling efficiency N/A
heat output of unit REFER TO SCHEDULES
cooling output of unit N/A
boiler
DRAWING NUMBER:
total boiler output. If oversized, state reason. NOT APPLICABLE
chiller
total chiller capacity. If oversized, state reason. NOT APPLICABLE
PROJ. NO.:
EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS)
motor horsepower Refer to attached schedule of motors
20090213.00.CL
number of phases
minimum efficiency
motor type
# of poles
DESIGNER STATEMENT:
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING
COMPLIES WITH THE MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
REQUIREMENTS OF THE NORITH CAROLINK/2STATE ENERGY CODE, 2012.
MC-Cracken &
SIGNED:
Lopez, P.A.
NAME: RICHARD A. McCRACKEN Consulting Engmieers
2151 Hawkins Street, Suite 500
TITLE: ENGINEER Charlotte, North Carolina 28203
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376 -70721 Fx: 7041376-4465
License no. C-0503
A
COPYRIGHT @, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: -Off 2DI12 - JUND F"W
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Ge ornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-0374
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COPYRIGHT 0, W.K. DICKSON 8c CO., INC. ALL RIGHTS RESERVED. HEVH(JUUU I ION UH Ubt: OF I HE GUN I t=N Ici Ut- I HIZ5 UUL;UMtN 1; AUUI I IuNb Uh UtLt I IUN,'j I U 1 Nib LJUUUMr-N I , IN VVrlULr- VM IN rIA" I , VVI I riuu I VVMI I I r-N UUN.7t:I`4 I ur- VV.N. LJIUMZ)Vr-j & %ju., 11"Ra., 10 MUM= I CU. UNLY %,UrIr-Z) MUM I r1r- VNIUINIAL Ur 117110 LJV%aUIVICN 1, MMMr.=IJ VVI I n AN VMI41114ML 0MIN/A I Ur1r- AINILJ OWAL brVALL M: U"jrj,')ILJt:htLJ I 1LJ t5t: VAULJ, I Hut UUMI=S.
FILE NAME: M -01W - My 12012 - JUft RVSW
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WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
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(v) 704.334.5348
(0 704.334.0078
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MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE
PRESCRIPTIVE 0 ENERGY COST BUDGET 0
EXTERIOR DESIGN CONDITIONS
winter dry bulb 227
summer dry bulb 91'F
INTERIOR DESIGN CONDITIONS
BPS NO.2 BUILDING MECHANICAL PLAN
winter dry bulb 557
summer dry bulb 957
SCALE: 1/4"=l'-O"
relative humidity N/A
BUILDING HEATING LOAD 54 KW
Y4 V-0)1 2) 0 2) 4)
8'
BUILDING COOLING LOAD N/A
CONTROL SEQUENCES
MECHANICAL SPACING CONDITIONING SYSTEM
Unitary
description of unit ELECTRIC HEAT UNITS
1. EACH EXHAUST FAN SHALL OPERATE FROM WALL MOUNTED THERMOSTAT. SET THERMOSTAT AT
857.
heating efficiency 100%
WHEN TEMPERATURE RISES ABOVE 857, THE EXHAUST FAN CORRESPONDING TO THERMOSTAT SHALL
cooling efficiency N/A
START AND ASSOCIATED MOTOR OPERATED DAMPER SHALL OPEN. REVERSE SHALL OCCUR WHEN
heat output of unit REFER TO SCHEDULES
TEMPERATURE DROPS BELOW 837.
cooling output of unit N/A
2. EACH UNIT HEATER SHALL OPERATE FROM WALL MOUNTED CORRESPONDING THERMOSTAT SET @ 557.
boiler
total boiler output. If oversized, state reason. NOT APPLICABLE
3. REFER TO ELECTRICAL PLAN E-9 FOR THERMOSTAT AND M.O. DAMPER WIRING BEING PROVIDED
AS PART
OF DIVISION 26-ELECTRICAL.
chiller
4. MOTOR STARTERS FOR EXHAUST FANS ARE BEING PROVIDED AS PART OF DIVISION 26-ELECTRICAL.
total chiller capacity. If oversized, state reason. NOT APPLICABLE
EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS)
motor horsepower Refer to attached schedule of motors
number of phases
minimum efficiency
motor type
# of poles
DESIGNER STATEMENT:
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES
WITH THE MECHANICAL SYSTEMS, SERVICE STEMS AND EQUIPMENT REQUIREMENTS OF
THE NORTH CAROLINA STAJE ENERGY COD v , 2012.
M12ICracken &
SIGNED: -----------=-------------------- - - - - --
Lopez, P.A.
NAME: I RICHARD A. McCRACKEN
Consulting Engineers
2151 Hawkins Street, Suite 500
Charlotte, North Carolina 28203
TITLE: ENGINEER
------------------------------ - - -- --
Post Office Box 32515
Charlotte, North Carolina 28232
Ph: 704/376-70721 Fx: 704/3764465
License no. C-0503
COPYRIGHT 0, W.K. DICKSON 8c CO., INC. ALL RIGHTS RESERVED. HEVH(JUUU I ION UH Ubt: OF I HE GUN I t=N Ici Ut- I HIZ5 UUL;UMtN 1; AUUI I IuNb Uh UtLt I IUN,'j I U 1 Nib LJUUUMr-N I , IN VVrlULr- VM IN rIA" I , VVI I riuu I VVMI I I r-N UUN.7t:I`4 I ur- VV.N. LJIUMZ)Vr-j & %ju., 11"Ra., 10 MUM= I CU. UNLY %,UrIr-Z) MUM I r1r- VNIUINIAL Ur 117110 LJV%aUIVICN 1, MMMr.=IJ VVI I n AN VMI41114ML 0MIN/A I Ur1r- AINILJ OWAL brVALL M: U"jrj,')ILJt:htLJ I 1LJ t5t: VAULJ, I Hut UUMI=S.
FILE NAME: M -01W - My 12012 - JUft RVSW
WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NC. UGENSE NO. F-0374 J
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PROVI[
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TMP -,'
2 #12,
1/211C
2 RISER DIAGRAM MASTER DETER VAULT - SERVICE
SCALE: NONE
NOTES:
1. PRIOR TO STARTING ANY WORK COORDINATE WITH GENERAL CONTRACTOR AND POWER COMPANY FOR
LOCATION OF SERVICE POLE AND EQUIPMENT RACK THAT SHALL BE LOCATED OUTSIDE OF THE UTILITIES
RIGHT OF WAY.
2. POLE SHALL BE INSTALLED TO CONFORM TO ANSI C2 FOR GRADE B CONSTRUCTION IN SOIL, SAND
OR GRAVEL AND THE SOIL SHALL BE COMPACTED ALL AROUND THE POLE TO CONFIRM TO ANSI C2.
3. WOOD POLE SHALL CONFORM TO ANSI 05.1 AND REA -DT -5G AND SHALL BE TREATED DOUGLAS FIR
OR SOUTHERN YELLOW PINE POLE WITH PRESERVATIVE CONFORMING TO ASTM D390. POLE SHALL BE
CLASS 5, 25 FEET OR HIGHER AND SHALL BE BURIED NOT LESS THAN 6 FEET IN THE GROUND. PROVIDE
PLASTIC POLE CAP AND SEAL ON TOP OF POLE.
4. ALL CONDUIT CONNECTIONS TO EQUIPMENT EXPOSED TO WEATHER SHALL BE MADE TO BOTTOM OF
EQUIPMENT ENCLOSURE.
5. EQUIPMENT SUPPORTING RACK SHALL BE MADE OF 1x6 HORIZONTAL TREATED LUMBER STRIPS
ATTACHED TO 4x4 VERTICAL TREATED LUMBER.. SUPPORTS ANCHORED BY BELOW GRADE POURED -IN-
PLACE CONCRETE. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED.
6. REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF THIS MASTER METER VAULT. COORDINATE WITH
CONTRACT NO, 2 G.C. FOR FINAL LOCATION OF VAULT.
7. REFER TO ELECTRICAL SPECIFICATIONS FOR REQUIRED QUANTITY AND CLASS OF MATERIALS.
8. ALL WORK SHALL COMPLY WITH 2008 NEC.
9. CONTRACT #1 ELECTRICAL SPECIFICATIONS SHALL APPLY TO THIS PROJECT.
NEW POLE
LIGHT FIXTURE MAX. 6' -0" 4 "x 4" TREATED
TYPE 'E' X X TIMBER SUPPORT
PANEL 1 "x 6' TREATED
"TMP" WP /GF I STRIPS
SCADA
POWER SEE DIAGRAM 2/E -1 I PANEL
SERVICE FOR WIRING REQUIREMENTS I
WEATHERHEAD
FLOW METER / TRANSMITTER I
(
I PROVIDE 2 -INCH CONDUIT
FOR FIBER CABLE FEED
TO SCADA PANEL
I
I FIBER CABLE AND HANDHOLE
BEING PROVIDED AS PART
I-" �" OF WATER LINE WORK
_ _I _
1"C TO "FIT ' PROVIDE
r' AND TER ATE SHIELDED
CABLE, BELDEN #83702
,-� TWO CONDUCTOR, 16 GAUGE
— ,- SUITABLE FOR WET LOCATIONS -..
TMP -2 3/4" x 10' -0"
GROUNDING ROD
GR G (TYPICAL)
I GR
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#4G (TYPICAL
FOR THIS
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n,i+r:,rn nrnrm mn
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11111.7
1 nia V Vuumalm 1,
WHOLE OR IN PART,
MASTER METER VAULT - POWER AND LIGHTING PLAN
SCALE: 3/8 " =1' -0"
LIGHTING FIXTURE SCHEDULE -- CONTRACT 2
FIXTURE
TYPE
MANUFACTURER dt
CATALOG INFORMATION
LAMPS
BALLAST
TOTAL
WATTS
DESCRIPTION
QTY,
TYPE
WATTS
QTY.
TYPE
WATTS
F
RAL LP SERIES
1
INCAND.
150
-
-
-
150
WALL MOUNTED WITH GLOBE, GUARD AND GASKET,
SUITABLE FOR WET LOCATIONS. MOUNT ON WATER-
TIGHT OUTLET BOX.
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0478
www.wkdickson.com
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VALVE BOX, VALVE BOX PROTECTOR
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NOT SHOWN FOR 30" GATE VALVE
FOR CLARITY
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RODS, TYP.
NOTES:
1. 30" MAIN LINE AND 30" MAW LINE GATE VALVE ARE NOT INCLUDED
IN UNIT PRICE OF JUMPER ASSEMBLY.
2. CONTRACTOR SHALL PROTECT BACKFLOW DEVICE AND PIPING FROM
FREEZING.
3. TEMPORARY PIPE SUPPORTS TO BE PROVIDED AS NEEDED.
4. 3/4" BRIDLE RODS AS INDICATED
5. 3/4" RODS AND BOLTS TO BE HOT DIPPED GALVANIZED.
6. JUMPER ASSEMBLY SHALL BE REMOVED UPON FINAL WATER LINE
TESTING AND DISINFECTION. 16" GATE VALVES SHALL REMAIN.
AFTER REMOVING THE JUMPER ASSEMBLY CLOSE 16" GATE VALVE AND
INSTALL MJ BLIND FLANGE.
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F-W74
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12" FLG 45' B
ENCASE BEND
IN CONCRETE
ROD
REQUIREMENTS
BRANCH
SIZE
2.
4'
2
6
4
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12
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24
PROTECTOR RING /CONCRETE
PAD AROUND VALVE BOX AT
FINISHED GRADE ---------\
GATE VALVE
W /BOX -°-\
12" BLIND FLANGE
CONTRACTOR SHALL PROVIDE
(— MEANS FOR DE— CHLORINATION
SECTION 2
PROPOSED 30" WATER MAIN
THREADED 12" FLG 900 BEND
RODS {TYP) (ROLLED)
SEE DETAILS °' 4.4.
FOR THRUST
BLOCK INFORMATION"
00
30 "00 "x12" MJ TEE NOTES: ENCASE BEND
IN CONCRETE
1. 3 /4" BRIDLE RODS ON BOTH SIDES.
2. A RIP —RAP SWALE FROM FROM CONCRETE PAD TO
POSITIVE DRAINAGE AREA IS REQUIRED.
3. 3/4" RODS AND BOLTS TO BE HOT DIPPED GALVANIZED.
SECTION 1
PROPOSED 30" WATER MAIN
2
30"x30 "x12" TEE
12" FLG 90e BEND
THREADED (ROLLED)
RODS (TYP)- -- \ ( .
12" GATE VALVE -
8' MAX
CONCRETE ENDWALL
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c
CONTRACTOR SHALL PROVIDE
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12" THICK CLASS A--
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NOTES:
1. DRILL 1/4" WEEP HOLE FOR STACK DRAINAGE INTO STONE.
2. 3/4" BRIDLE RODS ON BOTH SIDES.
3. A RIP --RAP SWALE FROM FROM CONCRETE PAD TO
POSITIVE DRAINAGE AREA IS REQUIRED.
4. 3/4" RODS AND BOLTS TO BE HOT DIPPED GALVANIZED.
5. CONTRACTOR SHALL CONFIRM CONCRETE PAD ALIGNMENT
WITH ENGINEER PRIOR TO PLACEMENT.
, MARKED WITH AN
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PDI�KSVN
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.wkdickson.com
NO. LICENSE NO. F-0374
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PROD. NO.:
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COPYRIGHT 0e, W.K. DICKSON &'CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILENAME: L:\ Pro' ects lConcord12009021300CL1Cadd\Plan Set120090213- TRANSMISION LINE DETAILS.dw - # # ## - Ma 4, 2012 - Jordan Isenhour
X
DICKSON
community infrastructure consultants
Transportation + Water Resources
ACCESS HATCH
(48 "x48 ")
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(DOUBLE LEAF,
ALUMINUM)
(f) 704.334.0078
www.wkdickson.com
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PLAN
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A
MASTER METER VAULT
C0.3
1. CONCRETE VAULT COVER WITH ALUMINUM ACCESS HATCH:
SCALE: 1/2" = 1' -0"
SUPPLIED BY MANUFACTURER COMPLETE WITH PAD, LOCKABLE
ACCESS HATCH CAST IN PLACE.
48 "x48" ALUMINUM
ACCESS HATCH LIFTING
HOLES (4)
2. CONCRETE RISER SECTION:
(H -20 LOAD RATED)
SUPPLIED BY MANUFACTURER WITH ADEQUATE SIDEWALL HEIGHT
°°
TO MEET JOBSITE PIPELINE DEPTH OF BURY, WITH PIPE NETWORK
AND METER IN PLACE IN LOWER RISER SECTION.
3. CONCRETE BASE SECTION:
SUPPLIED BY MANUFACTURER COMPLETE WITH KEY WAY FOR RISER INSTALLATION.
0
0
MANHOLE
4. BYPASS LINE FROM TEE TO TEE SHALL BE FULLY RESTRAINED.
STEPS (12 "O.C.)
4
I
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FIBER OPTIC JUNCTION BOX
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COPYRIGHT 0e, W.K. DICKSON &'CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILENAME: L:\ Pro' ects lConcord12009021300CL1Cadd\Plan Set120090213- TRANSMISION LINE DETAILS.dw - # # ## - Ma 4, 2012 - Jordan Isenhour
X
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
NC. LICENSE NO. F0374
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PROD. NO.:
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SECTION B--B
1/2'P=1 P-03'
Two 6" FLANGED 90'
BENDS WITH BIRD S(
2' ABOVE GRADE
PAINTED SAFETY YEl
FINISHED GRADE BREAK AWAY TRAFFI
SLOPE AWAY FROM RIM FLANGE
MIN. 6"
6' DIA. PRECAST CONCRETE
FLAT TOP DOGHOUSE MANHOLE
SEE VALVE SIZE TABLE
TYPE
1 —
4"
SURGE SUPPRESSION VALVE
TYPE
2
— 6"
SURGE SUPPRESSION VALVE
TYPE
3
— 8"
SURGE SUPPRESSION VALVE
TYPE
1 --
4"
SPOIL PIPE
TYPE
2 -
6"
SPOIL PIPE
TYPE
3
— 8"
SPOIL PIPE
TYPE
1 —
4"
FANGED BF VALVE
TYPE
2
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1. MANHOLE SHALL BE RATED FOR NCDOT SH -20 LOADING
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COMPRESSIVE STRENGTH
3. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM.
C857
4. REBARS SHALL BE GRADE 60 PER ASTM 185
5. DIAGONAL REINFORCING SHALL BE ADDED TO ALL
OPENINGS
6. VALVE TO BE LOCATED AT THE CENTER LINE OF
MANHOLE
7. FRAME TO BE FLUSH WITH GROUND IN MAINTAINED
ROAD OR YARD R/W
8. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2
RINGS OF BUTYL RUBBER JOINT MASTIC
ANDARD MANHOLE
AME AND COVER,
E DETAIL
DIA. PRECAST CONCRETE
AT TOP DOGHOUSE MANHOLE
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1) CONTRACTOR IS PROHIBITED
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2) CONTRACTOR SHALL SUBMIT A WORK SCHEDULE
FOR APPROVAL TO THE ENGINEER AND OWNER
BEFORE BEGINNING WORK ON PARCEL 1A OWNED
BY CABARRUS COUNTY. RESTRICTED WORK TIMES
MAY BE ENFORCED DURING SPECIAL EVENTS HELD
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616 Colonnade Drive
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1\2009021300c11Cadd\Plan Set120090213 -HWV 49 Alignment A1.dwg - # # ## - June 18, 2012 - Ryan Hager
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson.com
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Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
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www.wkdickson.com
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PROP. 64 LF OF 48 "0
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FILE NAME :1:\ Pro" ects \Concord�2009021300c11CaddlPlan Set\20090213-Hyl 49 Alignment A1.dw -# # ## - June 18, 2012 -Ran Ha er
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
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Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
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COPYRIGHT U, W.K. DICKSON & CO.; INC:' ALL RIGHTS RESERVED, REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: I:\ Pra 'ects \Cancord12n09021300cACadd \Plan Set\2 ©030213 -H 49 Alignment A1.dw - # # ## - June 18, 2012 - Ran Haler
f.►K
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade drive
Charlotte, North Carolina
(V) 704334.5348
' (f) 704.334.0078
www.wkdickson.com
NC. LICENSE NA. F -W74
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DRAWING NUMBER:
.
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PROJ. No.:
200902 X13 , 00. CL

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FI
GRADING AND DISPOSAL REQUIREMENTS FOR FEMA GQMPLIANCE_ �. 5 `
100 YEAR FLOODWA Y
I
1. STOCKPILING AND DISPOSAL OF MATERIALS OR SPOILS FROM \ LfM/TS, TYP. PROP. WERE AND STONE $
EXCAVATION OF WATER LINE SHALL NOT BE TEMPORARILY OR REINFORCED OUTLET, TYPE 1 PIN No: 56SQ131878
PERMANENTLY STORED INSIDE FEMA 100 -YEAR FLOODWAY AS �•., REECE NE+J C TRtfST�E
s sHALL INSTALLED AT LOW POINT. NED c REECE tiv
SH©WN ON PLANS. STOCKPILING AND DISPOSAL. OF SPOIL \ /�� Nov � zaas
{ TAKE PLACE OUTSIDE FEMA 100 -YEAR FLOODWAY IN DESIGNATED \ SEE DETAIL A/G0.10
100 YEAR FLOO ©PLAf�v
AREAS WITH APPROVED SEDIMENT AND EROSION CONTROL MEASURES STA: 90 +18f $ LIMITS, TYP,
AS SHOWN ON PLANS. �.
\ STA: 88 +20t 1 -PROP. 30" RJ 45' BEND
s 2. CONTRACTOR SHALL PROVIDE A POST CONSTRUCTION TOPOGRAPHIC N: fi03259.0869
y' SURVEY SEALED BY A NC REGISTERED LAND SURVEYOR OF AN AREA 1- PROP. 30" RJ 45' BEND
BOUND BY THE LIMITS OF THE TEMPORARY CONSTRUCTION EASEMENT, N: 603171.5642 E: 1561091.4505
NCDOT R /W, AND THE 100 -YEAR FLOODWAY. THE SURVEY SHALL `•. 1.
CERTIFY THAT NO CHANGES WERE MADE TO THE EXISTING GRADES \ E. 1560914.5284 STA: 90 +73f
WITHIN THE 1 D0 --YEAR FLOODWAY AS A RESULT OF CONSTRUCTION. `, MANHOLE 1 -PROP. 30" RJ 45' BEND
I
\ RIM = 899.08 PROP. STREAM IMPACT N0. 26
PAN No:ss0,ss7s �., ,N� (FROM RECORD N. 603241.2849
I `RAWlNG� ar 586.45' SEE SHEETS G0.08 & G0.09 E: 1561143.5262 ��
REEC Nf1 c TRUSTEE STA: 86 +76t AQ�
N� ©c R��c� Lrv/TSr NOV s zoos glf5, -- �� '\
BEGIN 30" DIAMETER CRS ..,��. - _ PROP. STREAM IMPACT N0. 25 STA: 91 +53f \
. -- `.
RESTRAINED JOINT Di WATER LINE - s =� �' ~~�� SEE SHEETS G0.08 & G0.09 1 \
PROP. TEMP. SILT `` .� •i �`' -- --1 \ _ i
\ \ \ END 30 DIAMETER
i , FENCE, TYPICAL. \ _ ``-• �r . / -e'. '_, �\ ~A `Ss - -_ r`i ,f 1� RESTRAINED JOINT DI WATER LINE \
\ SEE DETAIL D/G0.10 PROP. 30 "� DI WATER MAIN ``� ' r� 1 Y '�- X�" P \ �`'
-��� C CF y - sq"ir �--
. i ��`- -�ssR `� r' ` PROP. TEMP. CHECK
DISTANCE OFF EDGE OF PAVEMENT � "��.;... �: r ''\ ,� ' ' s \
DAM, TYPICAL.
_ -� -_ VARIES, 4 FT. MIN. COVER. � } �� g9+ , 90 +00 ��� �- 3
a _ ` _- - -� - �_ _ _ _ _ - S � `� -__ _ SEE DETAIL C/G0.11 11 _
-� - _ _ _ 100 YEAR FLODDWA?' \ i� 1} � _ SS MANHOLE % (L \ o
Y. ' ° . ...,.,�,.. .� --�- -• -- rN�v Ss3 s5' 1 L 1M1 TS, TYP.' �i I�� 1 I a�j f r�� SS NJy = 5$ 9 �^ "
�`1OQ YEAR FLOQOPLAfAi, TYf'.- - = ° _ s - 1 \. \ cc- ``� I I aa� ` ;�.r��s�, j / \ / i \ fl %. \ - --- i - - oo W
� 11 ^-.:.
-- - r - = DO �$_+ -_ `�. ° -- . ° " ° -"` `a�� - \ ���r 100 YEAR FLOODPLA 91 ± f - Z +00 - _ +00 94
CD
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w t ' - „� f�:7 -�- ...�. \ \ \ �[? Ip \ \ .� YF� OOD _ FLD00"� - ��` c00 ° _ - TflpFR iC?0� -- - Qi� -� :§r r --� - _ - "" tzt = - _ - �-
I NC HWY 49 .. - -_ _
! ' _ e�/ W I r �- � WETLAND BD _,_ •_ _ _ - _ -- - _ _ --_- -- -�_ -� _ Q
' _ _ - _. _ - - - - _ _ _ -� �- _ _ - �� _ _ _ _ _ _ - = �. ,--- _ r - = =- --� - .- ...... -. - PERM. i MPACT - 0.01 AC =; -r - _ - `-°
r : �... ..✓- ./ / r _,.,. -� .� .:.._ ...._ _.::. - ._.. _::.. ...:....:.� \ �......- ,.._:....:.. _ _ ......::._ _ �' �....:....,._ - - "";� -w = - -- - 'fie',- - .:..rte -',tee �._.,�- - -:..� :.�.•- - -
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r' % i / -EDGE Of PA I/FivfEIV T, TYP. .- - �" - - I • - � o �i,/� -- �, .i // '� - t o_ _ _ _ - - = -- -- - r
I .✓ ° ° DROP 1Nr�r ` _ _ - -- - -- _ -� do° 1 �� %�� \ ~�/ ` \ � '-" 4 - = - - _p7 , - � �-� __� _
3 - ". ~ °•-, . ..-.• _,,mjr- •' 606.98' --- - -- -�.� \ _ =\ I I r �� ✓.. -� �'ti i ` - = _ _ = - - - - �.. j ""�
-~ ` ""` \� _. INV, = 598. 5' - \ PAINTED Llf�fiE, TYP " _ " I �\ �I �I Il, ' - x - - - - g'- --- - _ _._ ..-- ,� \ r ,F' ---J a
_ - ' _ _ -_ -_ __- _ _T__ -� -_ _ -__ '' _ _- - �\ � I ���-= - r STA: 89 +43± _ - -- Imo-- -'"� � -� - °�- _ .
. y v v ! °� -�'�1 v� PROP. WATER MAIN /�` �- - M -- -_ _
-�
F ,> a > e FUTURE FOGS OF r I •� _ 1 �11 I ���" BLOW OFF /DRAIN ASSEMBLY. / N°� av+ - - -� -.
r .�' r i ° �, 1- PAI/EMEfVT y" I I ( �\ ___Q-1__ 'I'll / �' / \ / - �'� - �- y _ ._ �BY OTHERS) - - _ --L _ _ _ - - - �- - 11 _ ! _ . Z SEE DETAIL A /C0.2 -- °_ 3" _ _ L _ C_ _ ._ _ .c= _ _ 1.
. - ­­­ � .
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s ;, �-""" .r _ - '""""° `.....`» \ -- - -- ..� 1 -PROP. 30" RJ 45' BEND aW- --- --9- --��Sw....�,-�.`." O]Y_.' -' �"'"."'Qw 0 Ow- I-- •- -I -QW- ."'may- 1 t� \ _ \` i EXIST. MANHOLE !/ , S 11
l - ` ` \` `` 4w Ol4 ~ Ot'1 "' "' -. " "__ • = 0w U.V-- �'-)'- / / PROPOSED ANT( CZ T•. 585.73 �/ / % \
j ow e o °�` N: 603110.6692 �\ / - ` �/w ' -' I s /W / R/v -� I� /w R_/
E: 1560893.2066 SEEPAGE COLLAR, TYP. \ MANxot� 1NV. IN (N) M 583.53, / /
SEE DETAIL E /G0.5 \ R!M = 600.48' / / �/ fN No: ass ©�3ataz9
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OPYRIGHT 4, W.K. DICKSO IA CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
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616 Colonnade Drive
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OPYRIGHT 4, W.K. DICKSO IA CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
LE NAME: I:1 Pro' eets \Concor0\24090213OOcRCadd�Plan Set120090213 -H 49 Alignment A2.dw -# # ## - June 18, 2012 - Ryan Hager
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community infrastructure consultants
Transportation + Water Resources
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616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5848
(# 704.334.0078
www.wkdickson.com
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Q.C. DATE: I APR. 2012
DRAWING NUMBER:
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PROD. NO.:
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LN No. 5660245308
-�'..;� � �"�"�'5...'�. z�'I�,.: � ","""'Z�'� I / ARNOLD MARTHA
CASWELL SMITH
PIN No: 5660136780 / PIN No. 5660131878
REECE NED C TRUSTEE REECE NED C 7RUS7E•E f
NED C REECE LIVfTST NOV 6 2006 NED C REECE 1lV /TST NOV 6 2CJf}6 »
PROP. 30 DI WATER MAIN
❑ISTANCE OFF EDGE OF PAVEMENT PIFOLEY ROBERT 992
VARIES, 4 FT. MIN. COVER. DUDLEY JUDITH M
GRAVEL � GRAVEL
I I I DRIVE DRIVE
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\ \ I i , \ \ \ �\ FUTURE WINDSTREAM 1 ' \ \ � i ! I �� I-`1- 1 [r PROP. INLET OUTLET PROTECTION TYP. �oNC ETE DRIVE
♦ 1 \ \ \ UTILITY POLE, TYP �a y STA: 100 +21t ;� -� \\ \� i t 1 1 1�� E I {tl { t �- SEE DETAIL E G0.10
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\ \ \ \ ♦ \ ♦ \ \ \ �t> (BY OT TERS} � / / / / / / 1 - PROP. 30 RJ GATE VALVE. \ \ \ � � _ I I ! F- _ I I(I I - _ , , _ . / --
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CABARRUS Ct3UN o I �/ / MOOSE CAROL YN M
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www.wkdickson.com
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www.wkdickson.com
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- # # ## - June 29, 2012 - Jordan Isenhour
*WbjK
CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive .
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(v) 704:334.5348'
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REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELE=TIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO.,
13 -Hwy 49 Alignment A2.dwg - # # ## - June 18,_ 2012 - Ryan Hager
THE ORIGINAL OF THIS DOCUMENT,
COPIES.
111/K
QICKSQ
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
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www.wkdickson.com
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ESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT:
Set120090213 -Hwv 49 Aliclnment B1.dwa - # ### - June 18, 2012 - Jordan Isenhour
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Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
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(V) 704.334.5348
(fl 704,334.0078
www.wkdickson.com
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Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(V) 704.334.5348
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www.wkdickson.com
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community infrastructure consultants
Transportation + Water Resources
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616 Colonnade Drive
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(v) 704.334,5348
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www.wkdickson.com
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Transportation + Water Resources
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616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334:5348
(0 704.334.0078
www.wkd ickson,com
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(Q 704.334.0078
www.wkdickson.com
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community infrastructure consultants
Transportation + Water Resources. .
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina I
(V) 704.334,5348
(it 704.334,0078
www.wkdickson.com
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+IC
DICKSON
community infrastructure consultants
Transportation + Water Resources. .
Urban Development + Geornatics
616 Colonnade Drive
Charlotte, North Carolina I
(V) 704.334,5348
(it 704.334,0078
www.wkdickson.com
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FILE NAME: l:1Pro°ects\Crincor t2009021300c11CaddlPlan Set 120090213 -H 49 Alignment C2.dw - # # ## - June 18, 2012 - an Ha er COPIES.
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Urban Development + Gepmatics
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community infrastructure consultants
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DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
(v) 704.334.5348
(0 704.334.0078
www.Wkdickson.com
NC. LICENSE NO. FA374
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STA: 62 +92t PIN No. 5692778936 1.
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i } \ DEFLECT PIPE AS REQUIRED I i \ \ \ \ \ \ 1 /
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community infrastructure consultants
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(0 704.3314.0078
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616 Colonnade Drive .
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(0 704.3314.0078
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IrDICKSON
community infrastructure, consultants
Transportation + Water Resources
Urban Development + Geomatics.
616 Colonnade Drive
Charlofte, North Carolina
(0 704.334.0078
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community infrastructure, consultants
Transportation + Water Resources
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(0 704.334.0078
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PIN No: 5592946219
JORDAN JANET I &
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PIN N4: :692931578
JAMES ALLEN P
JAMES MICHELLE B,AWFE
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\� \ \ \ -.� CULVERTS AS NECESSARY. NEW ° - - - , \ �' \ ` \
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616 Colonnade Drive .
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(f) 704.394.0078
www.wkdickson,corn
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PROP. WIRE AND STONE
REINFORCED OUTLET, TYPE 1
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PIN No. 6602441934
BARRINGER JAMES R
BARRINGER BRENDA r/Wf-E
REMOVE AND REPLACE DRIVEWAY
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PIN No: 6602441934
BARRINGER JAMES R
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TransportMion + Water Resources
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Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charloffe, North Carolina
(v) 704.334.5348
(0 7{34.33•.0078
www.wkd1ckson.Corn
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
616 Colonnade Drive
Charloffe, North Carolina
(v) 704.334.5348
(0 7{34.33•.0078
www.wkd1ckson.Corn
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REMOVE AND REPLACE DRIVEWAY
PIN No: 56409727,39
CULVERTS AS NECESSARY. NEW PIN No: 564097JJ99 PIN No: 5640972593 JONES JOHN J
DRIVEWAY CULVERT PIPE SHALL BE RCP RHODES DAVID F j TARLTON JOY ALDRIDGE PIN No: 5640972675
&WIFE CINDY C 1 FL4YD VICKY ALDRIDGE JONES JOHN J
MATCHING THE EXISTING PIPE DIAMETER, TYP. PROP. INLET /OUTLET PROTECTION, TYP.
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CON E RETE (f } PIN No: 56409767JI SNIDER CHRISTOPHER L VE
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COPYRIGHT: O W K: DICKSO &CO:, INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN
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PIN No: 5640984075
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W%gC. -ON
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community infrastructure consultants
Transportation + Water Resources
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W%gC. -ON
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community infrastructure consultants
Transportation + Water Resources
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616 Colonnade Drive
Charlotte, North Carolina
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COPYRIGHT ©, W.K DICKSON & COt, INC. ALL RIGHTS RESERVED: REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT, ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
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`COPYRIGHT: ©,`W.K. DICKSQ & CO., INC..ALL RIGHTS RESERVED; REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF WX DICKSON & CO., WC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L. \Pro'ecis \Con2S rrd1200902130OCL \Cadd\Plan Set\20090213 -H 49 Alignment E2.dw - # # ## - June 19, 2012 - Jordan Isenhour
PKSON
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community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive.
Charlofte, North Carolina
(V) 704.334,5348
(f 704.334 0078
www.wWicltson.com
NC. LICENSE No. F-W74
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community infrastructure consultants
Transportation + Water Resources
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616 Colonnade drive
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(v) 704.334 5348
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www.wkdickson.com
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BEGIN 30" DIAMETER
RESTRAINED JOINT DI WATER LINE
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PIN No: STA: 173 +75t
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�. PIN No: 662201188625 `- - 9ARRINCER // 1 —PROP. 30 RJ GATE VALVE.
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COPYRIGHT " ©, W.K..DICKSON &'CO., INC.. ALL RIGHTS RESERVED.;, REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRI
FILE NAME: L:1Pro'ects,Conco id\2009021300CLICadd\Plan Set\20090213-Hw, 49 Ali nment E3.dw - # # ## - June 19,201 2 - Jordan Isenhour
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community infrastructure consultants.
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Urban Development + Geomatics
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Charlotte, North Carolina
(v) 704.334.534$
(f) 704.334.0078.
www.Wkdickson.com
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(f) 704.334.0078.
www.Wkdickson.com
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616 Colonnade Drive
Charlotte, North Carolina
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www.Wkdickson.com
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PILE NAME: LAPra
1
1
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KSON & CO., INC. ALL RIGHTS RESEF
)ncoiW009021300CLECadd\P1an Set12
30DUCTION OR USE OF THE CONTENTS OF 'THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN
w 99 Alignment ES.dwq - # # ## - June 19, 2012 - Jordan Isenhour
VERTICAL SCALE: 1 " =41
INC., IS PROHIBITED. ONLY
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SHALL BE
K
DiC1%"10%1_.A_
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
. (v) 704:334.5348
(f) 704.334.0078 . .
www.wkdickson:com
NC. LICENSE NO. F -0374
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616 Colonnade Drive
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Urban Development + Geomatics
616 Colonnade Drive
Charlotte, North Carolina
. (v) 704:334.5348
(f) 704.334.0078 . .
www.wkdickson:com
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616 Colonnade Drive
Charlotte, North Carolina
. (v) 704:334.5348
(f) 704.334.0078 . .
www.wkdickson:com
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*WO K 1CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte; North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson,com
NC. LICENSE NO. F -0374
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*WO K 1CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
616 Colonnade Drive
Charlotte; North Carolina
(v) 704.334.5348
(f) 704.334.0078
www.wkdickson,com
NC. LICENSE NO. F -0374
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2009021 3.00:0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
ProjectlSite: Albemarle Water Transmission Line
ApplicanUOwner: Cities of Albemarle, Concord, and Kannapolis
Investigator(s): W Marotti
CIWCounty: Albemarle, Concord
Section, Township, Range:
State: NC
Sampling Date: Oct -6 -2011
_ Sampling Point: WW upland
Landform (hiilslope, terrace, etc.): hillslope Local relief (concave, convex, none): concave Slope ( %): 0 -15%
Subregion (LRR or MLRA): Lat: 35.46873 Long: -80.26492 Datum: NAD 83
Soil Map Unit Name: Goldston very channery silt loam, 4 -15% slope, Oakboro silt loam, 0 -2% NWI classification: NA
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ No ❑ (If no, explain in Remarks.)
Are Vegetation ,Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation g, Soil =, or Hydrology= naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No ❑
Is the Sampled Area
Hydric Soil Present? Yes ❑ No within a Wetland? Yes ❑ No V
Wetland Hydrology Present? Yes ❑ No ❑✓
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
=Surface Soil Cracks (136)
=Surface Water (Al)
=True Aquatic Plants (1314)
=Sparsely Vegetated Concave Surface (138)
= High Water Table (A2)
= Hydrogen Sulfide Odor (C1)
=Drainage Patterns (1310)
= Saturation (A3)
= Oxidized Rhizospheres on Living Roots (C3)
=Moss Trim Lines (B16)
=Water Marks (B1)
= Presence of Reduced Iron (C4)
=Dry- Season Water Table (C2)
=Sediment Deposits (B2)
= Recent Iron Reduction in Tilled Soils (C6)
=Crayfish Burrows (C8)
=Drifl Deposits (133)
=Thin Muck Surface (C7)
=Saturation Visible on Aerial Imagery (C9)
=Algal Mat or Crust (B4)
=Other (Explain in Remarks)
=Stunted or Stressed Plants (Di)
= Iron Deposits 05)
=Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (137)
=ShallowAquitard (D3)
=Water-Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (B13)
=FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No 0 Depth (inches):
Water Table Present? Yes ❑
No 0 Depth (inches):
❑ Z
Saturation Present? Yes ❑
No 0 Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) -- Use scientific names of plants.
Sampling Point: WW upland
Tree Stratum (Plot size: )
% Cover
Species?
Status
Number of Dominant Species
1
Quercus phellos
15
NO
FACW
That Are OBL, FACW, or FAC: 4 (A)
2
Acer rubrum
25
YES
FAC
of size, and woody plants less than 3.28 ft tall.
3.
Juniperus virginiana
5
NO
FACU
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
100
4 Quercus alba 15 NO FACU
5 Quercus rubra 20 YES FACU
.
1.
2.
That Are OBL, FACW, or FAC: (pig)
6.
3.
-
Prevalence Index worksheet:
7 _
Total % Cover of: Multiply by:
80
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size:
)
FACW species x 2 =
1
Acer rubrum
10
YES
FAC
FAC species X3=
2.
Juniperus virginiana
5
NO
FACU
FACU species x4=
3
Quercus phellos
5
NO
FACW
UPL species X5=
4
Ligustrum sinense
15
YES
FAC
Column Totals: (A) (B)
5
Rosa multiflora
5
NO
UPL
Prevalence Index = BlA =
6
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8.
0 2 - Dominance Test is X50%
❑ 3 - Prevalence Index is 53.0'
10
❑ 4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size: 10 ft radius )
40
=Total Cover
data in Remarks or on a separate sheet)
1
Juncus effusus
5
YES
FACW
❑ Problematic Hydrophytic Vegetation' (Explain)
2.
_
-
Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6
_
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7.
height.
4.
5 Hydrophytic
Vegetation
6, Present? Yes No ❑
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version
SaplinglShrub — Woody plants, excluding vines, less
9•
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
11
_
Herb —All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
12.
10 = Total Cover
Woody vine — All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1.
2.
-
3.
-
4.
5 Hydrophytic
Vegetation
6, Present? Yes No ❑
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL Sampling Point: WW upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Tvoe Loc
Texture Remarks
0 -18 10 YR 616 100%
SL
'Type: C= Concentration, D =De letion, RM= Reduced Matri x, MS= Masked Sand Grains. 21-ocation: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
Q Histosol (Al)
Q Dark Surface (S7)
[] 2 cm Muck (A14) (MLRA 147)
Q Histic Epipedon (A2)
Q Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (A16)
Q Black Histic (A3)
Q Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
®Hydrogen Sulfide (A4)
Q Loamy Gleyed Matrix (F2)
Q Piedmont Flood plain Soils (F19)
Stratified Layers (A5)
Q Depleted Matrix (F3)
(MLRA 136, 147)
Q 2 cm Muck (A10) (LRR N)
Q Redox Dark Surface (F6)
Q Red Parent Material (TF2)
®Depleted Below Dark Surface (A11)
[] Depleted Dark Surface (F7)
Q Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
Q Redox Depressions (F8)
Q Other (Explain in Remarks)
Q Sandy Mucky Mineral (Si) (LRR N,
Q Iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Q Sandy Gleyed Matrix (S4)
Q Umbric Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
0 Sandy Redox (S5)
Q Piedmont Floodpiain Soils (F19) (MLRA 148) wetland hydrology must be present,
=Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
ProjectlSite: Albemarle Water Transmission Line City/County: Albemarle, Concord Sampling Date: Oct -6 -2011
Applicant/Owner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: WW Wet
Investigator(s): W Marotti Section, Township, Range:
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): concave Slope ( %): 0 -15%
Subregion (LRR or MLRA): Lat: 35.46873 Long: -80.26492 Datum: NAD 83
Soil Map Unit Name: Goldston very channery silt loam, 4 -15% slope, Oakboro silt loam, 0 -2% MM classification: NA
Are climatic 1 hydrolo is conditions an the site typical for this time of year? Yes ✓ No (lf no, explain in Remarks.)
Are Vegetation , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation =, Soil =, or Hydrology = naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No ❑ Is the Sampled Area
Hydric Soil Present? Yes 0 No ❑ within a Wetland? Yes No ❑
Wetland Hydrology Present? Yes ❑✓ No ❑
HYDROLOGY
Wetland hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that aL&A
=Surface Soil Cracks (136)
=Surface Water (Al)
=True Aquatic Plants (1314)
=Sparsely Vegetated Concave Surface (88)
Q High Water Table (A2)
=Hydrogen Sulfide Odor (Cl)
=Drainage Pattems (1310)
- 5aturation (A3)
=Oxidized Rhizospheres on Living Roots (C3)
=Moss Trim Lines (1316)
=Water Marks (131)
=Presence of Reduced Iron (C4)
=Dry- Season Water Table (C2)
=Sediment Deposits (132)
=Recent Iron Reduction in Tilled Soils (C6)
=Crayfish Burrows (C8)
=Drift Deposits (133)
=Thin Muck Surface (C7)
=Saturation Visible on Aerial Imagery (C9)
=Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
=Stunted or Stressed Plants (D1)
=Iron Deposits (135)
=Geomorphic Position (D2)
= Inundation Visible on Aerial Imagery (137)
=Shallow Aquitard (D3)
=Water- Stained Leaves (89)
=Microtopographic Relief (D4)
=Aquatic Fauna (1313)
=FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No Depth (inches):
Water Table Present? Yes 0
No ❑ Depth (inches): _4
Saturation Present? Yes ✓❑
No ❑ Depth (inches): -3.5
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: WW Wet
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: }
% Cover
Species? Status
Number of Dominant Species
1 Quercus phellos
20
YES FACW
That Are OBL, FACW, or FAC: 5 (A)
2. Acer rubrum
30
YES FAC
Total Number of Dominant
3. Juniperus virginiana
5
NO FACU
5
Species Across All Strata: (B)
4.
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: 100 (AIB)
6.
Prevalence Index worksheet:
7 _
Total % Cover of: Multiply b :
8
_ _
55
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size:
)
FACW species x 2 =
1 Acer rubrum
10
YES FAC
FAC species x 3 =
2. Juniperus virginiana
5
NO FACU
FACU species x4=
3 Quercus phellos
5
NO FACW
UPL species x 5 =
4 Ligustrum sinense
15
YES FAC
Column Totals: (A) (B)
g Rosa multiflora
5
NO UPL
Prevalence Index = B1A =
Hydrophytic Vegetation Indicators:
7.
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
❑� 2 - Dominance Test is >50%
9.
-
❑ 3 - Prevalence Index is s3.0'
10
_ _
❑ 4 - Morphological Adaptations' (Provide supporting
10 ft radius
40
= Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plat size: }
❑ Problematic Hydrophytic Vegetation 1 (Explain)
1 Juncus off usus
5
YES FACW
2.
- -
'Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6
_
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7,
height.
8.
SaplinglShrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
- -
Herb —All herbaceous (non - woody) plants, regardless
1.1.
of size, and woody plants less than 3.28 ft tall.
12.
10
= Total Cover
Woody vine —All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1.
2
3.
4.
-
Hydrophytic
5.
Vegetation
Z LL
6.
Present? Yes No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — interim Version

SOIL
Sampling Point: WW Wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tyao Lo Texture Remarks
0 -3 10 YR 5/1 100% SL
3 -18 10 YR 6/1 80% 10 YR 614 20% C PL SL
RM= Reduced Matrix. MS= Masked Sand Grains.
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
❑ Black Histic (A3)
❑ Hydrogen Sulfide (A4)
❑ Stratified Layers (A5)
❑ 2 cm Muck (A10) (LRR N)
❑ Depleted Below Dark Surface (A11)
❑ Thick Dark Surface (Al2)
❑ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
0 Stripped Matrix (S6)
Type:
Depth (inches):
2Location: PL =Pore Lining, M= Matrix.
Indicators for Problematic Hydric Sc
[] Dark Surface (S7)
❑ Poiyvalue Below Surface (S8) (MLRA 147, 148)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
❑ Loamy Gleyed Matrix (F2)
Q Depleted Matrix (F3)
[] Redox Dark Surface (F6)
❑ Depleted Dark Surface (F7)
❑ Redox Depressions (F6)
❑ iron - Manganese Masses (F12) (LRR N,
MLRA 136)
[] Umbdc Surface (F13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
0 2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147, 148)
❑ Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
❑ Red Parent Material (TF2)
[] Very Shallow Dark Surface (TF12)
[] Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes Z No 11
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Albemarle Water Transmission Line City/County: Albemarle, Concord Sampling Date: Oct -10 -2009
Applicant/Owner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: BB upland
Investigator(s): W Marotti Section, Township, Range:
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope ( %): 0 -6%
Subregion (LRR or MLRA): Lal: 35.46529 Long: - 80.29878. Datum: NAD 83
Soil Map Unit Name: Kirksey silt loam, 0 -6% slopes NWI classification: NA
Are climatic ! hydj rolloo is conditions on the site typical for this time of year? Yes ✓ No = (If no, explain in Remarks.)
Are Vegetation , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation = Soil =, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc,
Hydrophytic Vegetation Present? Yes ❑No ❑
Hydric Soil Present? Yes ❑ No ✓ is the Sampled Area
within a Wetland? Yes No •
Wetland Hydrology Present? Yes No 0
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Prima Indicators minimum of one is re uiredE check all that apply)
QSurface Soil Cracks (B6)
Q Surface Water (Al)
Q True Aquatic Plants (B14)
OSparsely Vegetated Concave Surface (138)
❑High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
ODrainage Patterns (B10)
Q Saturation (A3)
Q Oxidized Rhizospheres on Living Roots (C3)
QMoss Trim Lines (1316)
❑ Water Marks (B1)
❑ Presence of Reduced Iron (C4)
[]Dry- Season Water Table (C2)
Q Sediment Deposits (132)
Q Recent Iron Reduction in Tilled Soils (C6)
QCrayfsh Burrows (C8)
Q Drift Deposits (133)
Q Thin Muck Surface (C7)
QSaturation Visible on Aerial Imagery (C9)
QAIgai Mat or Crust (134)
Q Other (Explain in Remarks)
QStunted or Stressed Plants (D1)
Q Iron Deposits (135)
QGeomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (137)
QShallow Aquitard (D3)
❑ Water- Stained Leaves (139)
QMicrotopographic Relief (D4)
F1 Aquatic Fauna (1313)
QFAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No 0 Depth (inches):
Water Table Present? Yes ❑
❑
No 0 Depth (inches):
0
❑
Saturation Present? Yes
No Depth (inches):
Wetland Hydrology Present? Yes No
includes ca ills fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: BB upland
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover
Species? Status
Number of Dominant Species
1 Diospyros virginiana
10
NO FAC
5
That Are OBL, FACW, or FAC: (A)
2. Acer rubrum 20 YES FAC
Total Number of Dominant
3 Liquidambar styraciflua
35
YES FAC
6
Species Across All Strata: (B)
4.
-
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 83 (AIB)
6.
Prevalence Index worksheet:
7
8
_
Total % Cover of: MultiplV by:
65
= Total Cover
OBL species x 1 =
SaplinalShrub Stratum (Plot size:
)
FACW species x2=
1 Liquidambar styraciflua
5
YES FAC
FAC species x3=
FACU species X4=
2 Rosa multiflom 7 YES UPL
3.
-
UPL species x5=
4.
Column Totals: (A) (B)
5.
Prevalence Index = B1A =
6.
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
Q✓ 2 - Dominance Test is X50%
9.
-
❑ 3 - Prevalence Index is 53.0'
10
❑ 4 - Morphological Adaptations' (Provide supporting
10 ft radius
17
= Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
❑ Problematic Hydrophytic Vegetation' (Explain)
1 Festuca arundinacea
5
YES FAC
2.
-
'Indicators of hydric soil and wetland hydrology must
3
be present, unless disturbed or problematic.
4'
Definitions of Four Vegetation Strata:
5.
6
_
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7.
height.
8.
-
Sapling /Shrub — Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
Herb --All herbaceous (non- woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
5
= Total Cover
Woody vine —All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1 Toxicodendron radicans
1
YES FAC
2.
3.
4. "
Hydrophytic
5.
Vegetation
W1
6.
-
Present? Yes No
1
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Description: (Describe to the
or
Sampling Point: 1313 upland
Depth Matrix Redox Features
(inches) Color (moist) % _ Color (moist) % Type Loc Texture Remarks
0 -15 7.5 YR 4/4 100%
D= Depletion. RM= Reduoed Matrix, MS= Masked Sand Grains.
Hydric Soil Indicators:
0 Histosol (Al)
0 Histic Fpipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Q Thick Dark Surface (Al2)
Q Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Q Sandy Gleyed Matrix (S4)
0 Sandy Redox(S5)
0 Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
2Location: PL =Pore Lining, M =Matrix.
Indicators for Problematic Hydric Soi
Q Dark Surface (S7)
Q Polyvalue Below Surface (S8) (MLRA 147, 148)
Q Thin Dark Surface (S9) (MLRA 147, 148)
Q Loamy Gleyed Matrix (F2)
Q Depleted Matrix (F3)
Q Redox Dark Surface (F6)
Q Depleted Dark Surface (F7)
Q Redox Depressions (F8)
Q iron- Manganese Masses (F12) (LRR N,
MLRA 136)
Q Umbric Surface (F13) (MLRA 136, 122)
Q Piedmont Flood plain Soils (F19) (MLRA 148)
Q 2 cm Muck (A10) (MLRA 147)
Q Coast Prairie Redox (A16)
(MLRA 147, 148)
Q Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Q Red Parent Material (TF2)
=Very Shallow Dark Surface (TF12)
=Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes LL No 71
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Albemarle Water Transmission Line CitylCounty: Albemarle, Concord Sampling Date: Oct -'t0 -2009
Applicant/Owner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: BB wetland
investigator(s): W Marotti Section, Township, Range:
Landform (hilislope, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope ( %): 0 -6%
Subregion (LRR or MLRA): Let: 35.46529 Long: -80.29878 Datum: NAD 83
Soil Map Unit Name: Kirksey silt loam, 0 -6% slopes NWI classification: NA
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation �, Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑✓ No ❑
Are Vegetation n, Soil �, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ❑ No ❑
Is the Sampled Area
Hydric Soil Present? Yes 0 No within a Wetland? Yes No
Wetland Hydrology Present? Yes 0 No ❑
HYDROLOGY
Wotland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
=Surface Soil Cracks (136)
❑ Surface Water (Al)
=True Aquatic Plants (B14)
=Sparsely Vegetated Concave Surface (138)
0 High Water Table (A2)
0 Hydrogen Sulfide Odor (Cl)
=Drainage Patterns (1310)
=Saturation (A3)
=Oxidized Rhizospheres on Living Roots (C 3)
=Moss Trim Lines (B16)
❑ Water Marks (131)
= Presence of Reduced Iron (C4)
=Dry- Season Water Table (C2)
=Sediment Deposits (62)
=Recent Iron Reduction in Tilled Soils (C6)
=Crayfish Burrows (C8)
=Drift Deposits (133)
=Thin Muck Surface (C7)
=Saturation Visible on Aerial Imagery (C9)
=Algal Mat or Crust (B4)
=Other (Explain in Remarks)
=Stunted or Stressed Plants (D1)
=Iron Deposits (135)
=Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (137)
❑ShallowAquitard (D3)
0 Water- Stained Leaves (B9)
=Microtopographic Relief (134)
=Aquatic Fauna (1313)
=FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No 0 Depth (inches):
Water Table Present? Yes 0
No ❑ Depth (inches): -8
Saturation Present? Yes 0
No ❑ Depth (inches): -8.5
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: BB wetland
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover
Species? Status
Number of Dominant Species
1 Salix nigra
10
NO OHL
That Are OHL, FACW, or FAC: 5 (A)
2. Acer rub rum 20 YES FAC
Total Number of Dominant
3. Liquidambar styraciflua
35
YES FAC
5
Species Across All Strata: (B)
4.
-
Percent of Dominant Species
5.
That Are OHL, FACW, or FAC: 100 (A/B)
Prevalence Index worksheet:
7
Total % Cover of: Multiply by:
8
65
= Total Cover
OHL species x 1 =
Saolina /Shrub Stratum (Plot size:
)
FACW species x2=
1 Salix nigra
2
NO OHL
FAC species X3=
2 Cephalanthus occidentalis
10
YES OBL
FACU species x4=
3•
UPL species X5=
4.
Column Totals: (A) (B)
5.
Prevalence Index = B1A =
6.
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
Q 2 - Dominance Test is >50%
9.
- -
❑ 3 - Prevalence Index is s3.0'
10.
❑ 4 - Morphological Adaptations' (Provide supporting
10 ft radius
12
= Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plat size: )
❑ Problematic Hydrophytic Vegetation' (Explain)
1 Festuca arundinacea
65
YES FAC
2.
-
'Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
6
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7.
height.
8.
- -
Sapling /Shrub —Woody plants, excluding vines, less
g-
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
- -
Herb — All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
12.
65
= Total Cover
Woody vine -- All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1 Toxicodendron radicans
1
YES FAC
2.
3.
Hydrophytic
4'
5•
Vegetation �/
6•
-
Present? Yes • No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Sampling Point: BB wetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist,) _ % Color (moist) % Type Texture Remarks
0 -6 10 YR 512 90% 10 YR 518 10% C PL SL
6 -20 10 YR 411 90% 10 YR 518 10% C PL SCL
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
=
Histosol (Al)
= Dark Surface (S7)
= 2 cm Muck (A10) (MLRA 147)
=
Histic Epipedon (A2)
= Polyvalue Below Surface (S8) (MLRA 147, 148)
= Coast Prairie Redox (A16)
=
Black Histic (A3)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
= Loamy Gleyed Matrix (F2)
= Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Q Depleted Matrix (F3)
(MLRA 136, 147)
=
2 cm Muck (A10) (LRR N)
Q Redox Dark Surface (F6)
Q Red Parent Material (TF2)
Depleted Below Dark Surface (A11)
[] Depleted Dark Surface (F7)
= Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
Redox Depressions (F8)
= Other (Explain in Remarks)
0
Sandy Mucky Mineral (S1) (LRR N,
Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
=Sandy Gleyed Matrix (S4)
= Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
=Sandy Redox (S5)
= Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
=Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Z
Depth (inches):
Hydric Soil Present? Yes
No
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
ProjecUSite: Albemarle Water Transmission Line City /County: Albemarle, Concord Sampling Date: Oct -10 -2009
Applicant/Owner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: BDupland
Investigator(s): W Marotti Section, Township, Range:
Landform (hillslope, terrace, etc.): terrace Local relief (concave, convex, none): concave Slope ( %): D -2%
Subregion (LRR or MLRA): Lat: 35.3985 Long: -80.47305 Datum: NAD 83
Soil Map Unit Name: Chewacla sandy loam, 0 -2% slopes, frequently flooded NWI classification: NA
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation �, Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation n, Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No ❑
Is the Sampled Area
Hydric Soil Present? Yes ❑ No within a Wetland? Yes No V
Wetland Hydrology Present? Yes ❑ No 0
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Seconds Indicators minimum of two re uired
Primary Indicators (minimum of one is required: check all that apply)
DSurface Soil Cracks (136)
❑ Surface Water (Al)
❑ True Aquatic Plants (1314)
DSparsely Vegetated Concave Surface (138)
DHigh Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
DDrainage Patterns (B10)
DSaturation (A3)
❑ Oxidized Rhizospheres on Living Roots (C3)
DMoss Trim Lines (B16)
DWater Marks (131)
D Presence of Reduced Iron (C4)
DDry- Season Water Table (C2)
DSediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
DCrayfish Burrows (C8)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
DSaturation Visible on Aerial Imagery (C9)
DAlgal Mat or Crust (134)
❑ Other (Explain in Remarks)
D,stunted or Stressed Plants (DI)
Dlron Deposits (135)
DGeomorphic Position (D2)
Dlnundation Visible on Aerial Imagery (B7)
DShallow Aquitard (D3)
DWater- Stained Leaves (139)
DMicrotopographic Relief (D4)
DAquatic Fauna (1313)
DFAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No IZI Depth (inches):
Water Table Present? Yes ❑
No � Depth (inches):
❑
Saturation Present? Yes ❑
No 0 Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: BDupland
7.
Absolute
Dominant Indicator
Dominance Test worksheet:
_
Tree Stratum (Plot size: )
% Cover
Species?
Status
Number of Dominant Species
1 Quercus laurifolia
40
YES
FACW
That Are OBL, FACW, or FAC: 5
(A)
2 Acer rubrum 20 YES FAC
❑ Problematic Hydrophytic Vegetation (Explain)
1 Festuca arundinacea
Total Number of Dominant
3-
-
'Indicators of hydric soil and wetland hydrology must
-
Species Across All Strata: 5
(B)
4.
4.
Definitions of Four Vegetation Strata:
5.
6
Percent of Dominant Species
Tree -- Woody plants, excluding vines, 3 in. (7.6 cm) or
5
more in diameter at breast height (DBH), regardless of
7.
That Are OBL, FACW, or FAC: 100
(A!B)
6.
- -
Sapling /Shrub —Woody plants, excluding vines, less
9.
Prevalence Index worksheet:
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
7
_
Total % Cover of: Multiply by
11.
8
12.
OBL species x 1 =
60 = Total Cover
Sa lin /Shrub Stratum (Plot size:
)
)
height.
FACW species x 2 =
1 YES FAC
1 Ligustrum sinense
45
YES
FAC
FAC species x 3 =
2 Rubus argutus
10
NO
FAC
FACU species x4=
3,
5
-
Vegetation
UPL species x 5 =
-
4,
1 = Total Cover
Column Totals: (A)
(B)
5.
Prevalence Index = B /A=
6.
Hydrophytic Vegetation Indicators:
7.
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
_
❑� 2 - Dominance Test is X50%
❑ 3 - Prevalence Index is 53.01
10.
-
4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size: 10 ft radius )
55 =Total Cover
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation (Explain)
1 Festuca arundinacea
10 YES FAC
2.
-
'Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6
_
Tree -- Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7.
-
height.
8.
- -
Sapling /Shrub —Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
-
Herb — All herbaceous (non- woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
10 = Total Cover
Woody vine —All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1 Lonicerajaponica
1 YES FAC
2.
-
3.
Hydrophytic
5
Vegetation
6_
-
Present? Yes • No
1 = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

SOIL Sampling Point: BDupland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % ape Lac
Texture Remarks
0 -10 10 YR 4/4 95%
10 YR 212 15% C PL
SL
10 -19 10 YR 3/4 90%
10 YR 5/8 10% C PL
SCL
'Type: C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. Location: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
Q Histosol (Al)
Q Dark Surface (S7)
Q 2 cm Muck (A10) (MLRA 147)
Q Histic Epipedon (A2)
Q Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (A16).
Q Black Histic (A3)
Q Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
0 Hydrogen Sulfide (A4)
Q Loamy Gleyed Matrix (F2)
Q Piedmont Floodplain Soils (F19)
0 Stratified Layers (A5)
Q Depleted Matrix (F3)
(MLRA 136, 147)
02 cm Muck (Al 0) (LRR N)
0 Redox Dark Surface (F6)
Red Parent Material (TF2)
0 Depleted Below Dark Surface (Al 1)
Q Depleted Dark Surface (F7)
Very Shallow Dark Surface (TF12)
F-1 Thick Dark Surface (Al 2)
Q Redox Depressions (F8)
Other (Explain in Remarks)
=sandy Mucky Mineral (Si) (LRR N,
Q Iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
HSandy Gleyed Matrix (S4)
Q Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
Sandy Redox (S5)
Q Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Q Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
El W
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Albemarle Water Transmission Line City /County: Albemarle, Concord Sampling Date: Oct -10 -2009
Applicant/Owner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: BDwetland
Investigator(s); W Marotti Section, Township, Range:
Landform (hillslope, terrace, etc.): terrace Local relief (concave, convex, none): concave Slope ( %): 0 -2%
Subregion (LRR or MLRA): Lat: 35.39861 Long: - 80.4728 Datum: NAD 83
Soil Map Unit Name: Chewacla sandy loam, 0 -2% slopes, frequently Flooded NWI classification: NA
Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes ✓ No ❑ (If no, explain in Remarks.)
Are Vegetation L l , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation n, Soil n, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No
Is the Sampled Area
Hydric Soil Present? Yes ❑✓ No ❑ within a Wetland? Yes Z No ❑
Wetland Hydrology Present? Yes ❑✓ No ❑
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that aooly) _
QSurface Soil Cracks (136)
QSurface Water (Al)
OTrue Aquatic Plants (1314)
QSparsely Vegetated Concave Surface (138)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
QDrainage Patterns (1310)
Q Saturation 03)
❑ Oxidized Rhizospheres on Living Roots (C3)
=Moss Trim Lines (1316)
Q Water Marks (131)
Q Presence of Reduced Iron (C4)
QDry- Season Water Table (C2)
F--]Sediment Deposits (B2)
Q Recent Iron Reduction in Tilled Soils (C6)
QCrayfish Burrows (CB)
❑ Drift Deposits (133)
❑ Thin Muck Surface (C7)
QSaturation Visible on Aerial Imagery (C9)
QANal Mat or Crust (134)
❑ Other (Explain in Remarks)
QStunted or Stressed Plants (D1)
❑ Iron Deposits (135)
QGeomorphic Position (D2)
F-1 Inundation Visible on Aerial Imagery (137)
QShallowAquitard (D3)
Q Water- Stained Leaves (139)
QMicrotopographic Relief (D4)
QAquatic Fauna (1313)
QFAC- Neutral Test (135)
Field Observations:
Surface Water Present? Yes ❑
No 0 Depth (inches):
Water Table Present? Yes ❑
No 0 Depth (inches):
Saturation Present? Yes 0
No ❑ Depth (inches): -15
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: BDwetland
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover Species? Status
Number of Dominant Species
1 Fraxinus pannsyvanica
40 YES FACW
That Are OBL, FACW, or FAC: 5 (A)
2. Acer rubrum
20 YES FAC
Total Number of Dominant
3•
Species Across All Strata: 5 (B)
4.
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: 100 (A!B)
6.
Prevalence Index worksheet:
7 _
Total % Cover of: Multiply bv:
8
_
_
60 = Total Cover
OBL species x 1 =
SaiAnQlShrub Stratum (Plot size:
)
FACW species x 2 =
Ligustrum sinense
45 YES FAC
FAC species x3=
2.
-
FACU species x4=
UPL species X5=
3. -
4.
Column Totals: (A) (B)
5.
Prevalence Index = SIA =
6.
-
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
✓❑ 2 - Dominance Test is >50%
❑3 - Prevalence Index is 53.0'
10.
- "
❑ 4 - Morphological Adaptations' (Provide supporting
10 ft radius
45 =Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
❑ Problematic Hydrophytic Vegetation' (Explain)
1 Festuca arundinacea
10 YES FAC
2.
-
'lndicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6
_
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7•
-
height
8'
Sapling /Shrub — Woody plants, excluding vines, less
g-
than 3 in. DBH and greater than 3.28 ft (1 m) fall.
10.
- -
Herb —All herbaceous (non- woody) plants, regardless
11.
_
of size, and woody plants less than 3.28 ft tall.
12.
65 = Total Cover
Woody vine — All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size:
)
height.
1 Lonicerajaponica
1 YES FAC
2.
3.
4.
Hydrophytic
5
Vegetation
2
6.
Present? Yes No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Sampling Point: BDwetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moiso %
Color (moist) % 7y[ lo—T-
Texture Remarks
0 -5 10 YR 5/2 85%
7.5 YR 518 15% C PL
SCL
5 -10 10 YR 6/1 90%
7.5YR 518 10% C PL
SCL
10 -18 10 YR 6.1 75%
7.5 YR 5/8 10% C PL
SCL
513 5/1 10% C M
10 YR 211 5% C M
C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location:
PL =Pore Lining, M= Matrix.
-'Type:
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
Q Histosol (At)
Q Dark Surface (S7)
Q 2 cm Muck (A10) (MLRA 147)
Q Histic Epipedon (A2)
Q Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (A16)
Q Black Histic (A3)
Q Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Q Hydrogen Sulfide (A4)
Q Loamy Gleyed Matrix (F2)
Q Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Q Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
Q Redox Dark Surface (F6)
Q Red Parent Material (TF2)
Q Depleted Below Dark Surface (A11)
Q Depleted Dark Surface (177)
Q Very Shallow Dark Surface (TF12)
0 Thick Dark Surface (Al2)
Q Redox Depressions (178)
=Other (Explain in Remarks)
0 Sandy Mucky Mineral (S1) (LRR N,
Q Iron- Manganese Masses (1712) (LRR N,
MLRA 147, 148)
MLRA 136)
Gleyed Matrix (S4)
Q Umbric Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
®Sandy
Sandy Redox (S5)
Q Piedmont Floodplain Soils (1719) (MLRA 148) wetland hydrology must be present,
0 Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Albemarle Water Transmission Line City/County: Albemarle, Concord Sampling Date: Oct -10 -2009
ApplicantlOwner: Cities of Albemarle, Concord, and Kannapolis State: NC Sampling Point: WZZ Upland
Investigator(s): W Marotti Section, Township, Range:
Landtorm (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): concave Slope ( %): Q "4%
Subregion (LRR orMLRA): Lat: 35.46877 Long: - 80.26501 Datum: NAD 83
Soil Map Unit Name: Misenheimer channery silt loam, 0 -4% slopes NWI classification: NA
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ✓ No (if no, explain in Remarks.)
Are Vegetation �, Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation La, Soil ILL or Hydrology = naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No ❑
Is the Sampled Area
Hydric Soil Present? Yes ❑ No= within a Wetland? Yes ❑ No Y
Wetland Hydrology Present? Yes No 0
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired: check all that apply)
=Surface Soil Cracks (136)
= Surface Water (Al)
= True Aquatic Plants (B14)
=Sparsely Vegetated Concave Surface (138)
=High Water Table (A2)
= Hydrogen Sulfide Odor (CI)
=Drainage Patterns (1310)
=Saturation (A3)
=Oxidized Rhizospheres on Living Roots (C3)
=Moss Trim Lines (B16)
=Water Marks. (BI)
= Presence of Reduced Iron (C4)
=Dry- Season Water Table (C2).
=Sediment Deposits (132)
= Recent Iron Reduction in Tilled Soils (C6)
=Crayfish Burrows (C8)
=Drift Deposits (133)
= Thin Muck Surface (C7)
=Saturation Visible on Aerial Imagery (C9)
=Algal Mat or Crust (134)
=Other (Explain in Remarks)
=Stunted or Stressed Plants (D1)
=Iron Deposits (135)
=Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (B7)
=ShallowAquitard (D3)
=Water- Stained Leaves (B9)
=Microtopographic Relief (134)
=Aquatic Fauna (1313)
=FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No ✓❑ Depth (inches):
Water Table Present? Yes ❑
No 0 Depth (inches):
❑ ❑
Saturation Present? Yes ❑
No 0 Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: Wzz Upland
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover
Species? Status
Number of Dominant Species
1, Quercus phellos
20
YES FACW
7
That Are OBL, FACW, or FAC: (A)
2 Acer rubrum
30
YES FAC
Total Number of Dominant
3 Liquidambar styraciflua
30
YES FAC
7
Species Across All Strata: (B)
4.
- -
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: 100 (AIB)
6.
Prevalence Index worksheet:
7
8
_
Total % Cover of: Multiply by:
70
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size:
)
FACW species x2=
1 Acer rubrum
10
YES FAC
FAC species x 3 =
FACU species x 4 =
UPL species x5=
Column Totals: (A) (B)
2 Liquidambar styraciflua 5 YES FAC
3 Quercus phellos 5 YES FACW
4.
5.
Prevalence Index = BIA =
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8.
❑✓ 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is 53.0'
10.
_
❑ 4 -Morphological Adaptations' (Provide supporting
10 ft radius
20
= Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
❑ Problematic Hydrophytic Vegetation' (Explain)
1 Juncus effusus
10
YES FACW
2.
-
Indicators of hydric soil and wetland hydrology must
3.
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
Tree —Woody plants, excluding sines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
6 _ _
7.
height.
SaplinglShrub —Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
-
Herb —All herbaceous (non - woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
12.
10
= Total Cover
Woody vine — All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size: ,
)
height.
1.
2.
3.
"
4.
Hydrophytic
5
Vegetation
6.
-
Present? Yes No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — interim Version

SOIL Sampling Point: WZZ Upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) 0/6
_ Color (moist) % Typ e L.oc
Texture Remarks
0 -18 10 YR 5/3 100%
SL
C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M= Matrix.
-'Type:
Hydric
Soil Indicators:
Indicators for Problematic Hydric Soils':
=
Histosol (Al)
= Dark Surface (S7)
0 2 cm Muck (Al 0) (MLRA 147)
=Histic
Epipedon (A2)
= Polyvalue Below Surface (S8) (MLRA 147, 148) = Coast Prairie Redox (A16)
=Black
Histic (A3)
= Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
=Hydrogen
Sulfide (A4)
= Loamy Gleyed Matrix (F2)
= Piedmont Floodplain Soils (F19)
=Stratified
Layers (A5)
= Depleted Matrix (F3)
(MLRA 136, 147)
=2
cm Muck (Al 0) (LRR N)
= Redox Dark Surface (F6)
= Red Parent Material (TF2)
=Depleted
Below Dark Surface (All)
= Depleted Dark Surface (F7)
= Very Shallow Dark Surface (TF12)
=Thick
Dark Surface (Al2)
= Redox Depressions (F8)
= Other (Explain in Remarks)
=Sandy
Mucky Mineral (S1) (LRR N,
= Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
®Sandy
Gleyed Matrix (S4)
= Umbric Surface (F13) (MLRA 136, 122)
31ndicalors of hydrophytic vegetation and
Sandy Redox (S5)
= Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
0
Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Albemarle Water Transmission Line City/County: Albemarle, Concord Sampling Date: Oct -10 -2009
Applicant/Owner: Cities of Albemarle, Concord; and Kannapolis State: NC Sampling Point: WZZ Wet
Investigator(s): W Marotti Section, Township, Range:
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): concave Slope ( %): 04%
Subregion (LRR or MLRA): Lat: 35.46873 Long: - 80.26492 Datum: NAD 83
Soil Map Unit Name: Misenheimer channery silt loam, 0 -4% slopes NWI classification: NA
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes ❑ No ❑
Are Vegetation ❑, Soil =, or Hydrology = naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 0 No ❑
✓ Is the Sampled Area
Hydric Soil Present? Yes ❑ No = within a Wetland? Yes 71 No El
Wetland Hydrology Present? Yes �_ No 0
HYDROLOGY
Wetland Hydrology Indicators:
Seoondary Indicators (minimum of two required)
Primary Indicators minimum of one is required: check all that apply)
=Surface Soil Cracks (136)
=Surface Water (Al)
=True Aquatic Plants (1314)
=Sparsely Vegetated Concave Surface (BB)
=High Water Table (A2)
= Hydrogen Sulfide Odor (C1)
=Drainage Patterns (B10)
OSaturation (A3)
= Oxidized Rhizospheres on Living Roots (C3)
=Moss Trim Lines (1316)
=Water Marks (131)
=Presence of Reduced Iron (C4)
=Dry- Season Water Table (C2)
=Sediment Deposits (132)
= Recent Iron Reduction in Tilled Soils (C8)
=Crayfish Burrows (C8)
❑ Drift Deposits (133)
= Thin Muck Surface (C7)
=Saturation Visible on Aerial Imagery (Cg)
=Algal Mat or Crust (134)
= Other (Explain in Remarks)
=Stunted or Stressed Plants (D1)
= Iron Deposits (135)
=Geomorphic Position (D2)
= Inundation Visible on Aerial Imagery (137)
=Shallow Aquitard (D3)
= Water - Stained Leaves (139)
=Microtopographic Relief (D4)
=Aquatic Fauna (BI 3)
=FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ❑
No 0 Depth (inches):
Water Table Present? Yes ❑
No 0 Depth (inches):
Saturation Present? Yes 0
No ❑ Depth (inches): -8
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont —Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: WZZ Wet
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover
.Species? Status
Number of Dominant Species
1. Quercus phellos
20
YES FACW
That Are OBL, FACW, or FAC: 7 (A)
Total Number of All Strata: 7
Species Across AI! Strata: (B)
2 Acer rubrum 30 YES FAC
3. Liquidambar styraciflua 30 YES FAC
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
-
Prevalence Index worksheet:
7
Total % Cover of: Multiply by:
8
OBL species x 1 =
70 =Total Cover
Sapiinn /Shrub Stratum (Plot size:
)
FACW species x2=
1 Acer rubrum
10
YES FAC
FAC species X3=
2 Liquidambar styraciflua
5
YES FAC
FACU species x4=
3. Quercus phellos
5
YES FACW
UPL species x5=
4.
Column Totals: (A) (B)
5.
Prevalence Index = BIA =
6.
Hydrophytic Vegetation Indicators:
7
❑ 1 - Rapid Test for Hydrophytic Vegetation
8
❑✓ 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is 53.0'
10.
_
❑ 4 - Morphological Adaptations' (Provide supporting
10 ft radius
20
= Total Cover
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: )
❑ Problematic Hydrophylic Vegetation' (Explain)
1 Juncus effusus
10
YES FACW
'Indicators of hydric soil and wetland hydrology must
2. -
3•
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
6
more in diameter at breast height (DBH), regardless of
7.
height.
8.
Sapling /Shrub — Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
Herb — All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
12.
"
10
= Total Cover
Woody vine —All woody vines greater than 3.28 ft in,
Woody Vine Stratum (Plot size:
)
height.
1. _ -
2.
4.
Hydrophytic
5.
Vegetation
Z El
g
Present? Yes No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont -- Interim Version

SOIL Sampling Point: WZZ Wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color moist %
_Color (moist) % Type' Loc
Texture Remarks
0 -3 10 YR 313 100%
SL
3 -12 10 YR 511 80%
10 YR 518 20% C PL
SL
12 -18 10 YR 518 80%
10 YR 511 20% D M
SL
C= Concentration, D =De letion, RM=
Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M= Matrix.
-'Type:
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
Q Histosol (Al)
Q Dark Surface (87)
Q 2 cm Muck (Al 0) (MLRA 147)
Q Histic Epipedon (A2)
Q Polyvalue Below Surface (88) (MLRA 147, 146) Q Coast Prairie Redox (A16)
Black Histic (A3)
Q Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Q Loamy Gleyed Matrix (F2)
Q Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
Q Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
Q Redox Dark Surface (F6)
Red Parent Material (TF2)
Depleted Below Dark Surface (Al 1)
Q Depleted Dark Surface (F7)
Q Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2)
Q Redox Depressions (F8)
Q Other (Explain in Remarks)
Q Sandy Mucky Mineral (S1) (LRR N,
Q iron- Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Q Sandy Gleyed Matrix (S4)
Q Umbric Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
Q Sandy Redox (S5)
Q Piedmont Flood plain Soils (F19) (MLRA 148) wetland hydrology must be present,
Q Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION L• BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County/parish/borough: Stanly City: Albemarle
Center coordinates of site (lat/long in degree decimal format): Lat. 35.39861 ° 1, Long. - 80.47281 ° �.
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Long Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Adams Creek
Name of watershed or Hydrologic Unit Code (FlUC): Yadkin River Basin 03040105020060
® Check if map /diagram of review area and/or potential jurisdictional areas is /are available upon request.
❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc... ) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
® Field Determination. Date(s): 5 January, 2012
SECTION IL• SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There M "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
❑ Waters subject to the ebb and flow of the tide.
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There M "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): i
TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
❑, Relatively permanent waters (RPWs) that flow directly or indirectly into TNWs
Non -RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non - wetland waters: linear feet: width (ft) and /or acres.
Wetlands: 0.30 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non - regulated waters /wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section IILF.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section IILA.1 and Section IH.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2
and Section 111LD.1.; otherwise, see Section HLB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacenf':
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section IILD.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IILB.1 for
the tributary, Section IILB.2 for any onsite wetlands, and Section IILB.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 61.39
Drainage area: 290
Average annual rainfall: 48.8 inches
Average annual snowfall inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into TNW.
❑ Tributary flows through � tributaries before entering TNW.
Project waters are bless) river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 1 (or less) aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWs:
Tributary stream order, if known: Wetland WW id the headwaters to .
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apps
Tributary is: ® Natural
❑ Artificial (man- made). Explain:
❑ Manipulated (man - altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 3 feet
Average depth: 1.0 feet
Average side slopes: a
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands
® Cobbles ® Gravel
® Bedrock ❑ Vegetation. Type /% cover:
❑ Other. Explain:
❑ Concrete
❑ Muck
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Stable.
Presence of run/riffle/ ooexes. Explain:
Tributary geometry:
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: SeasonarE
Estimate average number of flow events in review area/year: �)
Describe flow regime:
Other information on duration and volume:
Surface flow is: �. Characteristics:
Subsurface flow: i. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OI IWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
® shelving
®
the presence of wrack line
® vegetation matted down, bent, or absent
®
sediment sorting
® leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
®
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: 17 Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum,
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings /characteristics ❑ vegetation lines /changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film, water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): 30 feet.
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.30 acres
Wetland type. Explain:bottomland hardwood forest.
Wetland quality. Explain: fair.
Project wetlands cross or serve as state boundaries. Explain: No.
(b) General Flow Relationship with Non -TNW:
Flow is: �ral flow. Explain:
Surface flow is: Discrete
Characteristics:
Subsurface flow: -. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non -TNW:
❑ Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection. Explain: Wetland connected through roadside depression..
® Ecological connection. Explain: wetland buffer connected to non -TNW.
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are 1 (or less) river miles from TNW.
Project waters are J (or less) aerial (strai ht) miles from TNW.
Flow is from: Mud to navigable wate�
Estimate approximate location of wetland as within the � floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface, water quality; general watershed
characteristics; etc.). Explain: Surface water is minimal. Wetland is adjacent to roadside.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width): 60 foot buffer to the east, west, and south.
® Vegetation type /percent cover. Explain: Vegetation consists mainly of Quercus phellos, Ligustrum sinense, Rosa
multiflora, Juncus effusus, and Acer rubrum.
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
fmdings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD:
Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD: Wetland WW is hydrologically connected to the Ut of Long Creek through a raodside depression.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
El Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
Non -RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section IILC.
Provide estimates for jurisdictional waters within the review area (check all that apply):
T7 Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q Wetlands directly abutting an RPW where tributaries typically flow year- round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.26 acres.
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section 111. C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY): 10
Irl which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps /EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Provide estimates for jurisdictional waters in the review area (check all that apply):
EJ Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
❑ Wetlands: acres.
F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non - jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
udgment (check all that apply)
Non - wetland waters (i.e., rivers, streams): linear feet width (ft).
❑ Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
EJ Non - wetland waters (i.e., rivers, streams): linear feet, width (ft).
❑ Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Mt. Pleasant Quadrangle, 1:24,000.
® USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Cabarrus County GIS data NCO25.
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date):2010 Stanly COunty Source: www.nconemap.com.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable /supporting case law:
❑ Applicable /supporting scientific literature:
❑ Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION L• BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County /parish/borough: Stanly City: Albemarle
Center coordinates of site (lat/long in degree decimal format): Lat. 35.46882° 1, Long. - 80.28482° E.
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: Long Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Long Creek
Name of watershed or Hydrologic Unit Code (HUC): Yadkin River Basin 03040105060030
® Check if map /diagram of review area and/or potential jurisdictional areas is /are available upon request.
❑ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc... ) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
EJ Office (Desk) Determination. Date:
® Field Determination. Date(s): 5 January, 2012
SECTION IL• SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There M "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
❑ Waters subject to the ebb and flow of the tide.
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There M "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): '
TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
❑ Relatively permanent waters (RPWs) that flow directly or indirectly into TNWs
qNon -RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
❑ Impoundments of jurisdictional waters
❑� Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non - wetland waters: linear feet: width (ft) and/or acres.
Wetlands: 0.26 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
2. Non - regulated waters /wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally'
(e.g., typically months).
3 Supporting documentation is presented in Section IILF.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section IILA.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section IH.D.I.; otherwise, see Section HLB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent':
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section HLD.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section IILB.2 for any onsite wetlands, and Section IILB.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 45.17
Drainage area: 11
Average annual rainfall: 48.8 inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
® Tributary flows directly into TNW.
❑ Tributary flows through � tributaries before entering TNW.
Project waters are 1 (or less) river miles from TNW.
Project waters are 1 (or less) river miles from RPW.
Project waters are 1 (or less) aerial (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWs:
Tributary stream order, if known: Wetland WW id the headwaters to .
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apps
Tributary is: ® Natural
❑ Artificial (man- made). Explain:
❑ Manipulated (man- altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 10 feet
Average depth: 1.0 feet
Average side slopes: a
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ❑ Concrete
® Cobbles ® Gravel ❑ Muck
® Bedrock ❑ Vegetation. Type /% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Stable.
Presence of run/riffle /pool complexes. Explain:
Tributary geometry: Wndery
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Seasonal fl_q&
Estimate average number of flow events in review area/year: �)
Describe flow regime:
Other information on duration and volume:
Surface flow is: �. Characteristics:
Subsurface flow: i. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
® shelving
®
the presence of wrack line
® vegetation matted down, bent, or absent
®
sediment sorting
® leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
®
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determi
High Tide Line indicated by: 17
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list):
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by:
❑ survey to available datum,
❑ physical markings;
❑ vegetation lines /changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film, water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): 150 feet.
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: 0.26 acres
Wetland type. Explain:bottomland hardwood forest.
Wetland quality. Explain: fair.
Project wetlands cross or serve as state boundaries. Explain: No.
(b) General Flow Relationship with Non -TNW:
Flow is: �ral flow. Explain:
Surface flow is: Discrete
Characteristics:
Subsurface flow: -. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non -TNW:
❑ Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection. Explain: wetland located in floodplain of non -TNW.
® Ecological connection. Explain: wetland buffer connected to non -TNW.
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are 11 (or less) river miles from TNW.
Project waters are J (or less) aerial (straight) miles from TNW.
Flow is from: Mud to navigable wate .
Estimate approximate location of wetland as within the � floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Surface water is minimal. Wetland is adjacent to roadside.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width): 60 foot buffer to the east, west, and south.
® Vegetation type /percent cover. Explain: Vegetation consists mainly of Quercus phellos, Ligustrum sinense, Rosa
multiflora, Juncus effusus, and Acer rubrum.
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD:
Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go
Section IILD: Wetland WW is hydrologically connected to the Ut of Long Creek through a raodside depression.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑ TNWs: linear feet width (ft), Or, acres.
❑ Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
El Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
Non -RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section 111. C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
T7 Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
r Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q Wetlands directly abutting an RPW where tributaries typically flow year- round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IILB and rationale in Section IILD.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III. C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III. C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
A Demonstrate that impoundment was created from "waters of the U.S.," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) :"
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑ which are or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps /EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Provide estimates for jurisdictional waters in the review area (check all that apply):
0 Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
❑ Wetlands: acres.
NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non - jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Q Non - wetland waters (i.e., rivers, streams): linear feet width (ft).
❑ Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
Provide acreage estimates for non - jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
R Non - wetland waters (i.e., rivers, streams): linear feet, width (ft).
❑ Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA /FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Applicable /supporting case law:
❑ Applicable /supporting scientific literature:
❑ Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: