WQ0043343_Application (FTSE)_20220413

March 10, 2022
North Carolina Department of Environmental Quality (NCDEQ)
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Civil & Environmental Consultants, Inc.
RECEIVED/NCDEQ/DWR
APR - 5 2022
WOROS
Dear North Carolina Department of Environmental Quality: MOORESVILLE REGIONAL OFFICE
Subject: Fast Track Sewer System Extension Application
Bonnie Cone Leadership Academy
CEC Project 312-606
Enclosed for your review and approval are the following items for Fast Track Sewer System
Extension Application permitting for the proposed Bonnie Cone Leadership Academy located at
16101 Poplar Tent Church Rd, Huntersville NC 28078:
• One (1) check in the amount of $480.00 made payable to North Carolina Department of
Environmental Quality (NCDEQ) for the application fee;
• One (1) original and one (1) copy of the completed and executed Fast Track Application
(Form: FT 04-16);
• One (1) original and one (1) copy of the completed and executed Flow Tracking /
Acceptance Form;
• Corporation Documentation with North Carolina Secretary of State
• One (1) copy of an 8.5" x 11" USGS topography map; and
• One (1) aerial map of project area.
• One (1) copy aerial sewer line exhibit.
The project includes the installation of approximately 2300 linear feet of 8-inch diameter gravity
sewer that will tie into the Willow Pin Lane main, part of the Oaks at Skybrook North development
(CLT Water Job 100-20-587) sanitary sewer system currently under construction, which extends
to the existing 30" Sanitary Sewer constructed under CLT Water Job *823-11-560.
The project is projected to generate approximately 26,250 gallons per day (GPD) of wastewater at
the connection point(s) indicated on the submitted utility plan for transmission to the Rocky River
Wastewater Treatment Plant (NPDES permit number NC0036269), for treatment.
Should you have any questions or require any additional information in support of this application,
please do not hesitate to contact me at 864-230-0274.
Sincerely,
530 Howell Road, Suite 203 1 Greenville, SC 29615 J p: 864-626-3140 f: 864-626-3 135 1 www,cecinc.c_om

Civil & Environmental Consultants Inc.
CEC Project 312-606
Page 2
March 10, 2022
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
gVA. Genero, PE
ce President
Enclosures:
cc:
Matt Johnson
Project Manager
Civil & Environmental Consultants, Inc.

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: t'\I«' L c t 3 3to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DWH
APR 5 2022
WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: BCLA Huntersville LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation 0 General Partnership 0 Privately -Owned Public Utility
❑ Federal ❑ State/County 0 Municipal
3. Signature authority's name: Scott Brand per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 3115 Lion Lane, Suite 300
City: Salt Lake City State: UT Zip: 84121-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Bonnie Cone Leadership Academy
2. Application/Project status: ► Proposed (New Permit)
❑ Other
❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.435439° Longitude: -80.764301°
5. Parcel ID (if applicable): 01130204
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: George A. Genero, PE
Firm: Civil & Environmental Consultants, Inc.
Mailing address: 3701 Arco Corporate Drive, Suite 400
City: Charlotte State: NC Zip: 28273-
Phone number: [phone] Email Address: [e-mail]
License Number: 035509
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTP Permit Number: NC0036269
Owner Name: Water & Sewer Authority Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: Willow Pin Lane Sewer 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00009
Owner Name(s): Water & Sewer Authority of Cabarrus County
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ►1N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ►4N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
® School / preschool / day care
0 Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
0 Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
School with Cafeteria
12 gal/student
875
10,500 GPD
School with Cafeteria
15 gal/student
1050
15,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
26,250 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 26,250 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
8
2267
PVC
18 casing
70
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ►1 N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? /1 Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes / / No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes ❑ No ❑ N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
N Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
GE©2 G c ,) e/2 D
(Professional Engineer's name from Application Item III.I.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
�� _ �` mazer
(Signature Authority's name @'title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
.\\®"
at
est that this application for
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 12-23-2021
City ofConcord DCity of Kannapolis ❑Town of Ilarrisburg Town of Mt. Pleasant
flCharlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Bonnie Cone Leadership Academy — Proiect # 20216527
Description: The Bonnie Cone Leadership Academy engineering plans and specifications. as prepared and sealed
bv= George A. Genero. NCPE, with Civil & Environmental Consultants, Inc.. The Bonnie Cone Leadership
Academy located on 16101 Poplar Tent Church Road. Huntersville. NC. with a wastewater discharge of 26,250
GPD.
*Number of Lots: OR *Number of Units: 875 students x 12 epd/student + 1,050 students x 15 epolstudent
*Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
►! Into the Jurisdiction's existing collection system
❑ Into a private line
I( (-s{ioltt)
Describe the location of the tie-in line to which the new sewer line will connect: The proposed7neh sanitary sewer
extension will tie-in to the existing 8-inch sanitary sewer system. which extends to the 36-inch PVC material Clarke
Creek Phase 2 Interceptor.
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch PVC WSACC. Clarke Creek Phase 2
Interceptor.
What is the WSACC manhole number that the flow will be discharged into? +l- Node 011719
What is the quantity of flow that will be discharged? 26,250 GPD
Flow type:
❑ Domestic % ►/ Commercial 100
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility Permit #NC0036269
E Muddy Creek Wastewater Treatment Facility — Permit #NC008162I
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and hearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including sp
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext, 231, must he notified 48 hours in advance of a conne
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow
approval is rescinded and a second request and approval will he required for the project.
❑ Industrial
on ol'the tap, will
ion into a WSACC inte
p
r
ceptance for this project, the
WSACC USE ONLY:
Current sewer model shows an Interceptor as being surcharged south of'ill
Approved ❑ Not Approved
❑ Current Sewer Model shows t r t xLt S1 Q/ Li n"
A Avtp.kLA. t` tr`q is itt�iits?3
DATE:
question.

CHARLOTTE
January 17, 2022
George Genero
Civil & Environmental Consultants
3701 Arco Corporate Drive, Suite 400
Charlotte, NC 28273
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BONNIE CONE LEADERSHIP ACADEMY
16101 POPLAR TENT CHURCH RD
CLTWATER TRACKING# 20216527
After an analysis of the sanitary sewer associated with the proposed development, 20216527,
BONNIE CONE LEADERSHIP ACADEMY, it was determined that there is sufficient capacity within
the existing public gravity sewer to accommodate the proposed sewer flow of 26,250 gallons per
day (875 students x 12 GPD per student (10,500 GPD); 1,050 students x 15 GPD per student
(15,750 GPD)) at the connection point(s) indicated on the submitted utility plan for transmission to
the Rocky River Wastewater Treatment Plant; NPDES permit number NC0036269, for treatment.
This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity
sewer system. The developer is responsible for any additional private or public sewer
infrastructure required to convey flow from the proposed development to the existing public
gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Keri B Cantrell, PhD, PE, Chief Engineer— Planning & Land Development
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786,1783 • 704.795..156 Fax
www.wsacc,org
January 28, 2022
Mr. Guillermo Anzola
Engineering Assistant
Charlotte Water
5100 Brookshire Boulevard
Charlotte, NC 28216
Subject; Flow Acceptance Request
Bonnie Cone Leadership Academy
Charlotte Water Project Number 20216527
Dear Mr. Anzola:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarrus County (WSACC) from Charlotte Water on January 21, 2022.
WSACC has or will have capacity at the Rocky River Regional Wastewater Treatment. Plant and
appropriate sewer interceptors to transport and treat the commercial wastewater from the proposed
project entitled Bonnie Cone Leadership Academy. The referenced project will serve a school with
1,925 students, with a projected wastewater flow of 26,250 gallons per day (gpd). The wastewater
generated by this project will be conveyed through a proposed gravity system, through an existing
gravity system, and then enter WSACC's system at the existing 36-inch Clarke Creek interceptor.
If construction of this project does not commence within two (2) years of the date of this notice, the
notice is rescinded and a second request and notice will he required before flow capacity is accepted.
Please notify WSACC, in writing, when construction of this project is initiated. This sewer capacity
allocation may also be cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation
and Commitment Policy.
Lf you have any questions, please call
ea
Michael Wilson
Executive Director
cc: Keri Cantrell, PE/Charlotte Water
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division c E Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE -10/18)
(WSACC USE ONLY) Bonnie Cone Leadership Academy (Charlotte Water
Project No. 20216527)
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Q Muddy Creek Wastewater Treatment Facility Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.697
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
20.971 (79.14% of permit)
0.026
24.694
93.18%
Section I1. Pump stations along the route from the Jurisdiction's connection point to the
JTP.
Pump Station
m
(Name or
Number)
Pump Station
Perrnll No.
flint
Capacity *
MGD
(A)
Design Average
.�
Daily Floe
(Firm'pf)
MC»
(13)
Appro. Correia
Average Daily
Flow
MCI)
(C)
Obligated, Not Vet
Tributary Daily
HowP'
.IGI)
(1)) (13tC)
Total Current Flow
Plus Obligated Flow
MGD
(L)—(A-D)
Available
.city
MCI)
Lower Rocky
River PS
NC0036269
37,000
14.800
10.816
2.812
13.628
I.172
The Firm Capacity (design flow) of any pump station is defined as the maximum pumped Ooss that can be achieved with the largest pump taken out otsenice.
**Design Average Daily Flow is the firer capacity of the pump station divided by a peaking factor (pf) not Tess than 2.5, per Section 2.02(A)(d)(c) of the .Minimum
Design Criteria.
A Planning Assessment Addendum shall be attached for each pump station located between the project connecliun point and the WWTP where Available
Capacity is <0.
Section III. WSACC Certification Statement:
I. Michael Wilson, certify to the best of in knowledge that the addition of the volume of waste voter to be permitted in this project has
been evaluated along the route from the connection to the WSACC interceptor to the receiving wastes Ater treatment facility, and that
the flow from this project is not anticipated to cause any capacity, related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving treatment plant under nornial circumstances, given the implementation of the planned
improvements identified inrthe planning ass9�ssment where applicable. This analysis has been performed in accordance with local
established policies and procedures usin tlfe best available data. This certification applies to those items listed above in Section I and
Section II plus all attached planning assssment addendums for which I am the responsible party, Signature of this form indicates
WSACC's gytarant of opacityfor ,fats'astewater flow.
WSACC".s 'gnng Official Signature

3/10/22, 10:13 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email
Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Limited Liability Company
Legal Name
BCLA Huntersville LLC
Information
Sosld: 2241717
Status: Current -Active 0
Date Formed: 7/29/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Registered Agents Inc.
Addresses
Mailing Principal Office Reg Office
3115 East Lion Lane Suite 300 3115 East Lion Lane Suite 300 4030 Wake Forest Road, Ste 349
Salt Lake City, UT 84121 Salt Lake City, UT 84121 Raleigh, NC 27609
Reg Mailing
4030 Wake Forest Road, Ste 349
Raleigh, NC 27609
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1

REFERENCES AND NOTES
1. USA TOPO MAPS:
HTTP://GOTO.ARCGISON L INE. COM/MAPS/
a
0
O
0
N
0
0
2. USGS 7.5 MINUTE TOPOGRAPHIC MAP:
CORNELIUS, NORTH CAROLINA
QUADRANGLE, PUBLISHED 1978,
ACCESSED 8/9/2021.
LEGEND
=m1 PROJECT AREA BOUNDARY (-33.2 ACRES)
I'Mfria7
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
[phone] • [phone]
www.cecinc.com
HUBRICH CONTRACTING, INC.
BONNIE CONE LEADERSHIP ACADEMY
TOWN OF HUNTERSVILLE
MECKLENBURG, NORTH CAROLINA
USGS TOPOGRAPHIC MAP
DRAWN BY: JCH
CHECKED BY:
MSJ
APPROVED BY: *GAG
DATE: 8/9/2021
SCALE: 1 " = 2,000 '
PROJECT NO:
312-606
FIGURE NO:
1
`Hann Sinnat,ira,,n fil4

NORTH
LEGEND
PARCELS
r'''''.""""J PROJECT AREA BOUNDARY (-33.2 ACRES)
REFERENCES AND NOTES
1. ESRI WORLD IMAGERY/ARCGIS MAP SERVICE:
HTTP://GOTO.ARCGISONLINE.COM/MAPS/WORLD_IMAGERY,
ACCESSED 8/9/2021, AERIAL IMAGERY DATE: 12/31/2019.
2. PARCELS DERIVED FROM ARCGIS ONLINE.
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
[phone] • [phone]
www.cecinc.com
HUBRICH CONTRACTING, INC.
BONNIE CONE LEADERSHIP ACADEMY
TOWN OF HUNTERSVILLE
MECKLENBURG, NORTH CAROLINA
AERIAL MAP
DRAWN BY:
JCH
DATE:
8/9/2021
CHECKED BY:
MSJ
SCALE:
1 "=300'
APPROVED BY:
*GAG
PROJECT NO:
312-606
FIGURE NO: 2
`Hand Rinnatnro nn ilia

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Limited Liability Company
Legal Name
BCLA Huntersville LLC
Information
Sosld: 2241717
Status: Current -Active
Date Formed: 7/29/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Registered Agents Inc.
Addresses
Mailing Principal Office Reg Office
3115 East Lion Lane Suite 300 3115 East Lion Lane Suite 300 4030 Wake Forest Road, Ste 349
Salt Lake City, UT 84121 Salt Lake City, UT 84121 Raleigh, NC 27609
Reg Mailing
4030 Wake Forest Road, Ste 349
Raleigh, NC 27609
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/6/2022

/
-PEMOTTED SEWER AWN 70 BE INSTALLED
BAN ADJACENT PROVNY DEVELO RENT.
DE -IN TO E'ACCESSED PH R01DS
CONSTRUCTEDNIMN ADJACENT LMYEEO'AAENT
108 LF/18" -'
STEEL CASING
PIPE AERIAL
CR0SSING
OVER EXISTING -..
CREEK
EXIST Rl1.1=A662 00.55
INJ IN-650.31 1)
+IV 01J1=647. 6(FV)
N/F
DONATL4 JOLY 14MD
PARCEL p j01110314
DB:: J2732, P& 731
mow, RURAL
CONNECTION NOTES.
108 LF B' DIP 0 0.568
FRVATE 55MH T,^
R.M=659.49
NV 'N=654.96(2)
NV OUT=6549 /(EXIST)
PRIVATE 55NH
Rim=68_.97
INY IN=674.18(4)
iNY OUT=672.09(2)
PRIVAT 5$MN 4
P.IM=686.61
INV IN=679.98(5)
INV IN=681.63(14)
+N 0UT=879.88(3)
PRIVATE 5SMH 5
IHV 1 =607.35(6)
R1=692. 32()
1' OUT=684.00(4)
NORTH
SEWER CONNECTION NOTES:
•,
'T-��CONNECTION TO 8E CONSTRUCTED ON ADJACENT
2. PERMISSIOZ iON=$EjVER 00NNECTKN4 HAS BEEN OBTAINED
DURING. DESIGN ST HATE WON SUBDIVISION OWNER
FOR TIMING AND DURATION.
3. ACCESS TO THE EXLSTING MANHOLE WIt0'9E]l OUCH THE
'SKY0R0OK NORTH PH 2" CONSTRUCTION ENIRANZT,-NQ_
CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE STR0MA.....
BED. NO CROSSING OF THE STREAM 8E0 WILL BE ALLOWED.
4. ALL EXCAVATION AND CONSTRUCTION EQUIPMENT WILL BE KEPT `
TO A MINIMUM AND SILT FENCE SHALL BE MARNTA/NED IN
ACCORDANCE WITH ALL APPUCABLE CODES WRING ALL
CONSTRUCTION ACTMTIES ON THE SUBDMSIONS PROPERTY.
5. SITE SHAL1. BE GRASSED AND LEFT IN AN IMPROVED CONDITION
FROM WHEN EXCAVATION WAS BEGUN.
6. 8' SEWER MUST BE PERMITTED BY NCOEO PRIVATE SEWER
CO
x —x
.1" IRRRIGATION—... .
UNE
4' DOMESTIC-` t.
WATER LINE
FIRE UNE
IN=688.22(7)
N.894.50()
0U7=688.12(5)
11
1
14 188=6877 60
IV 0117=684.
N/F
FAIRHAVEN LLC
PARCEL /D /01130204
OB: 28297, P0. 174
8`8" RED
I151
240 LF 4' DIP TO
-,FDC CONNECTION'
Dem.
SC
—PROPET
I'
fi YOW05170 WA
TO TUNRE GATT
FIRE UN
0240 LF)
ALI
6' BU E VA
AND BOXES
PRIVATE H11
EA'lSNNO HYDRANT --f
TO RE8147 OW) _..

REFERENCE
WATER UNES SEPARATED FOR CURDY.
FW UNE 10 HAVE 42' MIN COVER. W
UNE TO HAVE 3b' MIN COVER RUNNING
OFFSET RI SAME TRENCH.
1. STREAM AND WETLAND DETERMINATION WAS PERFORMED BY PILOT
ENMRONMENTAL, INC DATED MAY 25, 2021
2. SURVEY OF PROJECT SITE PERFORMED BY CML & ENVIRONMENTAL
CONSULTANTS, DATED JUNE, 2020.
3. TREE SURVEY PERFORMED BY CML & ENVIRONMENTAL CONSULTANTS,
DATED JUNE. 2020.
4. STREAM AND PROPERTY LINE LOCATIONS OUTSIDE OF THE PROJECT SITE
APPROXIMATED FROM GIS AND POLARIS DATA. PUBLIC UDAR OUTSIDE
OF PROJECT SITE OBTAINED FROM NCONE.GOV
8
SCALE

0
0
720
-0+50 0+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
77 LF 18' STEEL CASING PIPE CENTERED
BETWEEN 64446H0LES AERIAL OVER
COSTING CREEIL ROUTE NEW PVC SEWER
1NR000H CASING PER DETAri.
as
i&
710
700
76.0
`----
iS•RCP
RN-897.72-'J
LE
8' PVC 0 201c
690
171.5
L➢ 6' PVC O O.BR_ _..i'��
[COSTING GRADE
680
670
--0
660
650
INV OUT (8"SE)-692.42
INV IN (8`-SSMH10)-892.52
INV IN (8"-SSMH12)-693.64
INV IN (8'-SSMH11)®700.49 I.
•
INV OUT (8"N')-702.00
640
n
K
620
18+00 19+00 20+00 20+50
PROPOSED SEWER PROFILE - CONTINUED
SCALE H:1.=60'; V:1'=15'
ELEVATION (FT.)
700
690
680
Z
0
- 670
W
660
650
065567G GRADE
R
700
690 710
680
670
660
ELEVATION (FT.)
ELEVATION (FT.)
700
690
680
650 670
-0+50 0+00 1+00 2+00
PROPOSED SEWER TO FIELD HOUSE PROFILE
SCALE H:1'=60'; V:1'=15'
0
-0+50
PR
PITIWITED SEWER AWN TO BEINSTALLED WITH
ADIACENT PAPAfa7Y
DEVELOPMENT 7lE-AN
.33tu./ 144 RCONSTRUCTED
N77mH AAICEM DEVELAYEENT
\ \
11 1
DETAIL 2
SEWER DONNE(
SCALE IN FEE
20
7
5

AERIAL PIPE CROSSING
GENERAL NOTES!
L ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO
THE APPROPRIATE SECTIONS OF THE CHARLOTTE WATER PUBLIC UTILITIES
HANDBOOK UNLESS NOTED OTHERWISE HEREIN.
2,
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED
RETAINER RINGS AND WELDED RETAINER BARS OR BOLTLESS TYPE WHICH
INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER RETAINERS. BOLTS
FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI B182.
RESTRAINED PIPE AND FITTINGS SHALL BE FLEX -RING OR LOK-RING TYPE
JOINTS AS MANUFACTURED BY AMERICAN CAST IRON PIPE CO.I TR FLEX AS
3, MANUFACTURED BY US PIPE, SUPER -LOCK AS MANUFACTURED BY CLOW,
BOLT-LOK OR SNAP-LOK AS MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR
EQUAL,
CONCRETE PROPERTIES SHALL BE AS FOLLOWS1
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
NOMINAL SLUMP = 4 INCHES
WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX>
AIR CONTENT = 6% ■ 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES,
FINE AGGREGATES AND AIR. CEMENT SHALL BE TYPE I/II OR II IN
4, ACCORDANCE WITH ASTM C-150. MATERIAL REQUIREMENTS FOR ALL FINE AND
COARSE AGGREGATES SHALL CONFORM TO ASTM C-33, COARSE AGGREGATE
5, SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE
SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25%.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4'.
6, CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A6t5 GRADE
60 AND SHALL BE PLACED IN ACCORDANCE WITH 'RECOMMENDED PRACTICE
FOR PLACING REINFORCING BARS' (LATEST EDITION) AS PUBLISHED BY THE
7, CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLASS 'B'
CONFORMING TO THE PROVISIONS OF ACI 318 - 'BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE'.
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY
UNVULCANIZED, 100% VIRGIN NEOPRENE, WITH DUROMETER HARDNESS = 50.
PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM
TO THE REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS
REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN
TWO TIMES THE DESIGN LOADING OF 30 TONS. PILES SHALL PENETRATE A
MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN DRIVING PILES, A
METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD
OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES
SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES.
THE METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143 AND THE
NORTH CAROLINA STATE BUILDING CODE, WHERE PILES ARE EXPOSED, PILES
SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY
SPECIFICATIONS,
AERIAL PIPE CROSSING
GENERAL NOTES
REVISIONS IN1E
KV8 I 2/N/2n
REVISIONS DATE
(n
0
0 m
w a z
a CD z a¢ o
w
v=i3Jp yi; I'-o wwow6
U
o,7J0 w
UQoO.' aZ2 J�qj K
.&w ,..-.A (7,1NW
Wes/ -RATE ai- 3 E
Ef
W f N Q
a Qzar2 <m,R ww¢(1.
zwZ0 aozq a�z z
o,~iP w�N�-¢ OWE0
0- m a W a
N.moa <mna.a w�zwz
Kp,m m ¢HWF' d O=U
F N .. U O
z
= A A N
(L-z=¢N do'za¢ KfQOL.
QR Q Y
:12 DUWAK3¢< 0WNNF
AERIAL PIPE CROSSING
TYPICAL PLAN
RATE REVISED
3/11/2022
1/4'x3' STAINLESS STEEL STRAP WITH
1/4'x2 I/O' NEOPRENE PAD
ADHERED TO STRAP
(SEE N®TE 5)
1/4'x6' NEOPRENE
AQERED TO SADDLE
SEE NOTE 4
FOR BAR SIZE
AND SPACING
CASING
PIPE DIA.
'D' (IN)
94'
ffT.)
THICY$SS
'A' MD
PIER
WIDTH
'B' (FTJ
FOOTING
LENGTH
'C' (FT.)
FOOTING
VIOIH
'0' (FTJ
S. 6
12
2'-4'
5'-6'
3'-0'
6 12
8
12
2'-4'
6'-3'
3'-0'
10
12
2'-4'
6'-8'
3'0'
12
12
2'-4'
7'-2'
3'-0'
S. 6
12
3'-0'
8'-0'
3'-0'
1420
8
12
3'0
9 0'
0
3 '
10
12
3'-0'
9'-10'
3'-0'.
12
14
3'-0'
10'-6'
3'-0'
S 6
14
3'-8'
8'-9'
4'-V
22-28
8
14
3'-8'
10'-0'
4'-0'
10
14
3'-8'
11'-0'
4'-0'
12
14
3'-8'
11 -10'
4'-0'
S 6
18
4'-4'
9'-0'
4'-0'
30 36
8
18
4'-4'
1V-6'
4'-0'
10
18
4'-4'
11'-6'
4'-0'
12
18
4'-4'
12'4'
4'-0'
S 6
18
5'-4'
9'-6'
5'-0'
38 48
8
18 ,
5'-4'
11'-0'
5'-0'
10
18
5'-4'
12'-0'
5'-0'
12
18
5'-4'
12'-10'
5'-0'
S 6
18.
6'-4'
9'-10'
5'->'
51-56
8
18
6'-4'
11'-4'
5'-0'
10
18
6'-4'
12'-4'
5'-0'
12
18
6'-4'
13'-2'
5'-0'
NOTES I
FIT
3/4 0 STAINLESS
STEEL NDiDR
BOLTS, ASTM A307
DR A36
SEE NOTE 4
FOR BAR SIZE
AND SPACING
NOTES>
1. SHALLOW FOUNDATION DESIGN SHGVN IN THIS DETAIL IS BASED ON
THE FOLLOWING PARAMETERS,
ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMA14 STREAM VELOCITY = 10 FT/SEC
MAXRBA4 SUPPORT (EIGHT (H) = 12'-0'
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM TIESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS 1S DEEMED UNABLE TO
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED AS PER DRAWING S-15.
3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION SEE DRAWING S-17.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WEN 05 BARS AT 12 INCHES QC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH VIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH (7 BARS AT 12 INCHES DC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (AS SHOWN).
6, VNEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S-19
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL
ins
#3 STIRRUP
#3 STIRRUP
BELOW PIPE
(BEYOND)
HP12x53
STEEL PIL
*2-1/4'x3' STRAPS WITH
1/4'x2 1/2' NEOPRENE PAD
ADHERED TO STRA
1/4'x6' NEOPRENE
PAD ADHERED TO
SADDLE
■■
ANCHOR
AST
OR A36
HP 12x53
STEEL PIL
FOR PILE
SEE DWG
WIDTH OF PILE CAP
CASING PIPE
TOTAL
PILE
DIAMETER
WIDTH
SPACING
(IN.)
'A' (FT,)
'B' (FT.)
< 36
6'-0'
3'-0'
38-42
6'-6'
3'-6'
45-51
7'-3'
4'-3'
54-60
8'-0'
5'-0'
3/4'
BOLTS
M A307
.
w t2D3 j 1
SPLICE,
5-19
..............
SNUG FIT
#3 STIRRUPS
86', TYP
4-#4, TYP
4-#4
4
7
#3 CIRCULAR
HOOPS, TYP
NOTES>
1, PILE SUPPORTED FOUNDATION DESIGN SHOWN ON
THIS DETAIL IS BASED UPON THE FOLLOWING
PARAMETERS.
MINIMUM CAPACITY OF HP12x53 PILE = 30
TONS
CONCRETE COMPRESSIVE STRENGTH = 4000
PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION
2, FROM THESE PARAMETERS, FOUNDATION DESIGN
SHALL BE REVIEWED BY THE PROJECT
ENGINEER,
LENGTH OF PILES SHALL BE AS REQUIRED TO
DEVELOP 30 TON CAPACITY BY EITHER END
BEARING, FRICTION OR A COMBINATION OF END
BEARING AND FRICTION, AS A MINIMUM, PILES
SHALL BE DRIVEN AT LEAST 15 FEET INTO
UNDISTURBED SOIL.
■*3. ANCHOR BOLTS AND STRAPS SHALL BE STAINLESS STEEL,
AERIAL PIPE CROSSING
PILE CAP DETAIL
NOT
LP
3
4
F
2, 0
D
3, T
E
2
11
4.P
A
E
MEIN
S-14
REVISERS DATE
DEVISES DATE
KVE
000 20
S-15
(900)PR
KV9
DATE REVUES 001E
ILIV202

NORMAL FOOTING
THICKNESS,
SEE NOTE 1
CONCRETE FOR
LEVELING NAY
BE PLACED VITH
FOOTING
6' 12'
#7 BARS RIY'
ARITJNO PERIMETER
OF FOOTI
NON-SHINK GROUT
#7 BARS AROUND
PERIMETER OF
FOOTING, TY
SEE NOTE 1
NOTES!
1. GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH
HEIGHT OF 6 FEET OR LESS AS PER
DRAWING S-14.
2.
NON -SHRINK GROUT SHALL BE 'EUCO-N-S'
BY THE EUCLID CHEMICAL COMPANY)
'MASTERFLOW 713' BY MASTER BULDERS,
OR EQUAL.
DVa xD
S-17
3' CLEAR
TOP OF COMPETENT
ROCK
AERIAL PIPE CROSSING
CONCRETE PIER ON BEDROCK
REVISIONS
DATE
REVISIONS
DATE
NON -SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIP
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE
DIP CARRIER PI
FINISHED GRADE
8'
PEN:
I H"--TURN D
WITH I.
N
PROVIDE 2' 0 GALV STEEL DRA N
IN BULKHEAD AT LOW END
OF CASING PIPE AND 1/3
CU YD OF CRUSHED STONE %/`��j���j�����j��
AT DRAIN, WRAP STONE
WITH FILTER FABRIC
TYPICAL CASING PIPE
CARRIER PIPE
3/8' STEEL PLATE, TY
3/8'x4' STEEL
PLATE, TY
5/8' 0 A325 BOLT
CASING PIPE
3/16 r 4
1' R ON ALL CORNERS
PIPE ALIGNMENT GUIDE
NOTE,
NON -SHRINK GROUT SH
'EUCO-N-S' BY THE El
CHEMICAL COMPANY) '1,
713' BY MASTER BUILI
OR EQUAL.
2' 0 GALV
TWO PER CA
AT EACH EN.
CASING PIPE
PROVIDE PLi
BOND-BREAKI
CARRIER PIP
ALL AROUND
PLUG
NOTE,
USE A MINIMUM OF 2 SF
JOINT PLACED ONE FOUI
THE PIPE JOINT LENGTE
BOTH THE BELL AND SP
AERIAL PIPE CROS:
CASING PIPE DETP
DV4 ND
S-18
REVISIONS
CARRIER PIPE
3/8' STEEL PLATE, TYP
3/8'x4' STEEL
PLATE, TYP
5/8'4 A325 BOLT
CASING PIPE
3/16
1' RAD ON ALL CORNERS
NOTE.
1) USE A MINIMUM OF TWO SPIDERS PER PIPE
JOINT ONE FOURTH OF THE PIPE JOINT LENGTH IN
FROM BOTH THE BELL AND SPIGOT ENDS.
PIPE ALIGNMENT GUIDE
DATE
K.V,B. 113/11/2C
REVIED
22
DWG. NO, REVISIONS
S-39 K.V.B.
DATE. REVISIONS
C/11/2022
DATE