WQ0043323_Application (FTSE)_20220204

ate of North Carolina
NC Dept of Environmental Quality Department of EnvironmentalQuality
FEBDWR 0 4 W Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
1Rq1e;vh Reirianal Offico
Application Number: VV "0(?3_)-*3 Ito be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Smithfield (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Ted Credle per 15A NCAC 02T .0106 b)
Title: Director of Public Utilities
4. Applicant's mailing address: 230 Hospital Road
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: (919-934-21 16) ext-1162 Email Address: ted.credleAsmithfield-nc.com
II. PROJECT INFORMATION:
1. Project name. American Leadership Academy Johnston- M11-1 C_
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOON/A and issued date: N;`A,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQOON A
3. County where project is located: Johnston County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.562085 : Longitude:-78.387735
5. Parcel ID (if applicable): 17J08004 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION: ! �v/
1. Professional Engineer: Eric T. Fox License Number: 043375
t�
Firm: Little Diversified Architectural Consulting
Mailing address: 615_S College St, Suite 1600
City: Charlotte State: NC Zip: 28202-f�w�`f\ 4f M�ti
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional WWTF Permit Number: NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0017822
2. Downstream (Receiving) Sewer Information: 8 inch 0 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSN/A
Owner Name(s): Johnston County
FORM: FTA 06-21 Pagel 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 1 been attached?
❑ Yes [:]No ® NIA
3. If the Applicant is a Home. -Property Owners' Association, has an HOA+'POA Operational Agreement (FORM: 110A'. and
supplementary documentation as required by 15A NCAC. 02T.0I 15(c) been attached?
El Yes El No ®NA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationiservice ❑ Hotel and/or Motels
® School..' preschool / day care ❑ Medical dental.-` veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses.-' offices! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14{ f i? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow' b
No. of Units
Flow
Public sewer extension
0 gal/day
0
0 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 021- _01 14(b)., (d), (e)(1) and i1e)(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,01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 021 .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station.Torce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: __ Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Public sewer extension. See 1st apmlication included with submittal.
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDCAGra%-ity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) I Length (feet) I Material
1 S 1 444 1 PVC I
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pum p Stations;`Force Mains}: N.-A
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4
F1
6
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
Power reliability in accordance with 15A. NCAC 02T .0'45 If �}i I l:
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305{ f) & (g)? ® Yes [:]No
I SA NCAC 02T.0305 contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item iX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or , see Section X.I of this application
* 15A NCAC 0:2T.0305{t} contains alternatives where separations in 02T.030540 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webW
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N A
➢ Please provide supplementary information identifying the areas of non-conformance.
D See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage authorization under a 404 Nationwidelindividual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number. -permitting status in the cover letter if coverage..'authorization is required.
6. Does project comply with 15A NCAC 02T,0105(c.)(6) (additional permits?certifications)? ® Yes ❑ No
Per 1 SA NCAC 02T,0105{cli I, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per i 5A NCAC 021.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and rorce Mains (latest version). and the Gravity Sewer Minimum Desi,,n Criteria ti.latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the hermit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Eric T. Fox , attest that this application for American Leadership Academy Johnston
(Professional Engineer's name from Application Item IILI_) (Project Name from Application Item II. t)
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,
Minimum Design Criteria for Gravity Sewers (latest version;, and the Minimum Design Criteria for the Fast -Track Pennittim,
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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 5¢ P,701)
OP �.... ... ...
c�o
North Carolina Professional Engineer's seal, signature, and date: "••.'%
.•/ SAL}� - €
043375 # F
..................... ..... ...... _...... ...... ......
� f
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Ted_Credle._PE , attest that this application for American Leadership Academy Johnston
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application 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.
NOTE In accordance with General Statutes 143-215.6A and 143-215.611, 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: ". ".4bL41
Bate: _ % 01 Z ZZ
FORM: FTA 06-21 Page 5 of 5

DW-R
01vlslon of Water Resource%
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Smithfield
Project Name for which flow is being requested: American Leadership Academy Johnston
More that one FTSE may be required for a single project if the owner of the WWTP is not responsible for all primp
stations along the route of 11re proposed wastewater flow
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP
b. WWTP Facility Permit #: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 1.9534
e. WWTP facility's actual avg. flow 6.741
f. Total flow for this specific request 0
g. Total actual and obligated flows to the facility 8.695
h. Percent of permitted flow used 71 % trib., 91.5% paper
IL Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)- =(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / p fl,
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Poplar
Creek
17822
0.18
0.072
0.0621
0.09756
0.1497
(0.0777)
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Whitley Heights
Downstream Permit Number: WQOO I7822
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I _ Chandra C. Farmer, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater 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 normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section Il where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
122 % and 0.08756 MGD of the Available Capacity (E) in Pump Station
Poplar Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.03 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Poplar Creek WWPS Upgrade is in design or under construction with
planned completion in Summer 2022 ; and/or
d. The following applies:
The current flow in the Poplar Creek WWPS is 0.0621 MGD.
A project is designed to increase the capacity of the Poplar Creek WWPS to 300 gpm, a
firm capacity of 0.2016 MGD. There will be ample capacity to serve the 0,013 MGD
the school is requesting plus the 0.07456 in already promised flow.
Therefore;
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
C
Signing Official Signature
Page 3 of 6
FTSE 10-19

Page 3 of 49
101.16351.00 ALA Johnston
Water and Sewer Report
PROJECT DESCRIPTION
The proposed ALA Johnston project is located northwest of the intersection of US
Business Highway 70 and Little Creek Church Road in Clayton, Johnston County, North
Carolina. The site consists of one parcel identified as Johnston County PIN 17JO8004
totaling 48.78 acres. The project proposes the construction of two new school buildings
(Lower and Upper Schools), a field house building, athletic field, associated parking
areas, driveways, utilities, and stormwater infrastructure to serve the project. Refer to
Figure 1 for the location map. The Owner of the project is Johnston CD, LLC.
Figure 1: Site location map; Latitude: 35.562085" Longitude:-78.3877350 (Google,
2021).
615 South College Street, Suite 1600, Charlotte, NC 28202 , 704.525.6350 w littleonline.com

Page 4 of 49
101,16351.00 ALA Johnston
Water and Sewer Report 7
WATER DESIGN NARRATIVE
The water distribution system for ALA Johnston is served by a new water main that
connects to an existing 16" ductile iron waterline along US Business Highway 70. Based
on the anticipated demands, it is believed that an 8" water main will adequately serve the
individual service connections within the project. The water distribution system is
designed to accommodate the installation of a single master meter on the new 8" main
near the point of connection near the northwest portion of the project along US Business
Highway 70. Fire flow is provided via the potable water distribution system. The water
distribution system has been designed to meet the required potable water demand and
fire flow demand. As future development allows, it is recommended that the system be
looped to future systems to improve flows and pressures in the area.
The proposed master meter shall be capable of measuring both potable water flows and
fire flows. Fire hydrants are provided such that all school building faces are within 250
feet of a fire hydrant. Fire Department Connections (FDC) are provided for each of the
school buildings. The FDCs are designed by others.
The total instantaneous potable demand on the system is based on contributory loadings
as specified by the State of North Carolina 15 NCAC 02T.0114. Potable water demand
estimates are calculated as follows:
Lower School Building
1,125 students x 15 gal/d/student x (1/24 hr/day) x (1/60 hr/min) x 2.5 PF -- 30 GPM
Upper School Building
800 students x 15 gal/d/student x (1/24 hrlday) x (1/60 hr/min) x 2.5 PF -- 21 GPM
Field House Building
500 students x 15 gal/d/student x (1/24 hr/day) x (1/60 hr/min) x 2.5 PF -- 13 GPM
Athletic Field
500 students x 15 gal/d/student x (1/24 hr/day) x (1/60 hr/min) x 2.5 PF -- 13 GPM
615 South College Street, Suite 1600, Charlotte, NC 28202 t 704.525.6350 vd littleonline.com

Page 5 of 49
101.16351.00 ALA Johnston
Water and Sewer Report
The software "EPANET 2.2" is used to model the water distribution system. "EPANET
2.2" is public domain software developed by the U.S. Environmental Protection Agency
for the analysis of hydraulic and water quality behavior of pressurized pipe networks.
Refer to the "Water Model: Node Map" section included in this report for a schematic
layout of the proposed water distribution system's water model. Total estimated demand
is divided among the appropriate nodes for modeled steady state simulations. A
breakdown of estimated demand is provided in Table 1. Roughness coefficients and
minor losses are added to each proposed pipe within the system, as necessary. Refer to
the "Water Model: References" section of this report for specific methodology for
calculation of minor losses and headloss.
Several simulations are run for the project. The first simulation computes pressures
based on maximum instantaneous demand. Refer to the "Water Model: Maximum
Instantaneous Demand" section of this report for model input and results. The second
simulation models 20% of maximum instantaneous demand plus a fire flow. The fire flow
for the model is selected as 1,250 gpm and is placed at the most isolated node, FH-4. As
the State of North Carolina requires a minimum 1,000 gpm fire flow, this model is believed
to be conservative. Refer to the "Water Model: 20% Maximum Instantaneous Demand +
Fire Flow" section of this report for model input and results. The third simulation models
20% of the maximum instantaneous demand plus a sprinkler demand. Sprinkler demand
for each building is provided by others. Refer to the "Water Model: 20% Maximum
Instantaneous Demand + Sprinkler Demand" section of this report for model input and
results.
615 South College Street, Suite 1600, Charlotte, NC 28202 1704.525.6350 vv littleonline.com

NC :I?e,pt of EmAropmerttal Qual-io
Transmittal
FPS U 7 20
Ralelgh Regional Offico
Little Diversified Architectural Consulting
From, 615 S College St. Charlotte, NC 28202
704-525-6350
NCDEQ - Raleigh Regional Office
TO- Water Quality Regional Operations
3800 Barrett Drive, Raleigh, NC 27609
919-791-4200
We are sending you:
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change Order
LITTLE
DIVERSIFIED ARCHITECTURAL CONSULTING
Date; ,O IA�y/c�&--)—
Project No; 1011635100
Attention- ,Jason T. Robinson, PE
RE- ALA Johnston - NCDEQ
Sewer Applications
Under Separate Cover ❑ Specifications
via ff the following items: ❑ Other
❑ Samples Girt&,,K -Jybd v�
Copies
Date
Number
Description
Action Re 'd
2
01/27/22
Form FTA 06-21 - Public 1 & Private 1
2
01/27/22
$480.00 Fee Check - Public 1 rivate 1
2
01/27/22
Form FTSE 10-18 - Public 1 & Private 1
2
08/18/21
USACE Wetland Letter
2
10/14/21
Signed Sewer Easement Agreement
2
10/25/21
Water and Sewer Report
These are transmitted as checked below:
® For Approval ❑ Reviewed ❑ Revise & Resubmit
❑ For Your Use ❑ Rejected ❑ Submit Copies for Distribution
❑ As Requested ❑ Furnished as Corrected and Return Corrected Prints
❑ For Review & Comment ❑ Not Marked ❑ Prints Returned after Loan to Us
❑ For Bids Due
Remarks:
_Jason, please find the attached Fast Track Sewer System Extension Application
packages for the Public and Private portions of sewer for the ALA Johnston project.
Please let me know if you have any questions or if you require any additional information.
We really appreciate your help. Thank you.
Copy to:
Signed:
Printed Name: Eric Fox, PE
Email: [e-mail]
If enclosures are not as noted, please notify us.
Little diversified Architectural Consulting 615 South College Street Suite 1600. Charlotte, NC 28202 704 525.6350
LETTER OF TRANSMITTAL ]