WQ0043383_Application (FTSE)_20220328

DWR
NG Dept ofEnvironmental Quality
MAR 2 8 2022
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional Offjer,e FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: of U U 1 J 5 13(to be completed by DWRS
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Franklin Charter, LLC (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: Scott Brand per 15A NCAC 02T .0I06(b?
Title: Managing Partner
4. Applicant's mailing address: 3115 East Lion Lane, Suite 300
City: Salt Lake City
5. Applicant's contact information:
Phone number: (801-830-8300) -
State: UT Zip: 84121-
I1. PROJECT INFORMATION:
I. Project name: Wake Preparatory Academy
2. Application.Project status:
Email Address: [e-mail]
® Proposed (New Permit) ❑ Existing PermitlProject
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: WQ0ON?A
3. County where project is located: Franklin County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.020693 Longitude: -78.515927
5. Parcel ID (if applicable): 1842-26-8528 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Eric T. Fox License Number: 043375
Firm: Little Diversified Architectural Consulting
Mailing address: 615 S College St, Suite 1600
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County WWTP Permit Number: NC006931 1
Owner Name: Franklin County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ31355 & WQ29955
2. Downstream (Receiving) Sewer Information: 8 inch El Gravity ® Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WOCS00179
Owner Name(s): Franklin County
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
I . 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 i ORM: DEV] been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOAIPOA Operational Agreement LFORM; HOAJ and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes No ®N.'A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation.'service
® School preschool ! day care ❑ Medical if dental 1 veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses i offices .' factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : _ ° o Domestic 100 % Commercial _. % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T _01 143.I ;)? ❑ Yes ® No
➢ If ves, provide a Copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow a'b
School with cafeteria, gym, and showers
Field House Restrooms
15 gal/day
325 gal/fixture
Field House Food Stand
50 gal/100 SF of Floor Space
gal/
gal/
gal/
No. of Units
Flow
2,200
33,000 GPD
28
9,100 GPD
3
150 GPD
GPD
GPD
GPD
Total
42,250 GPD
a See 15A NCAC 02T _0I I4lb), (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 .01 14(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: 41250 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why: N/A
O Pump Station: Force 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):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers);
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
1,030
PVC
➢ 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
VII1. PUMP STATION DESIGN CRITERIA (If Applicable)-02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Grinder Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.020173° Longitude:-78.518090`.
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.00925 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 49.8 gallons per minute (GPM) at 48.0 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
355
PVC
If any portion of the force main is Tess than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) ..
6. Power reliability in accordance with I5A NCAC 02T -0305 11j:
❑ Standby power source or ® Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(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)):
1. Does the project comply with all separations/alternatives found in I5A NCAC 02T .0305(1) & (gi? ® Yes ❑ No
15A NCAC 02T.0305(f) 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
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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-1 waters of Class 1 or
Class I1 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 (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(c) 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 webpaee
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.
➢ See the Division's draft secaration 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: Falls Lake
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200?
➢ This includes Trout Buffered Streams per 15A NCAC 2B4O202
❑ No
® Yes ❑ No
5. Does the project require coverage:authorization under a 404 Nationwide, individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberrpermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I 5A NCAC 02T.0105(cX6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 0105(cH), 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 15A NCAC 02T.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:
1. Does the submitted system comply with 15A„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?
®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 permit. 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:
I, Eric T. Fox , attest that this application for Wake Preparatory Academy
(Professional Engineer's name from Application Item 111.I.) (Project Name from Application Item IL1)
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 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. 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§ Q101)
%'y /a' y/16 �=
_ • SEAL
043375 :
NGINEE.
44, R! O
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Scott Brand , attest that this application for Wake Prcparatufry Academy
(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 I43-215.6A 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 06-21 Page 5 of 5

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin Charter, LLC
Project Name for which flow is being requested: Wake Preparatory Academy
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
T. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin County WWTP
b. WWTP Facility Permit #: NC006931
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP .62500
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.3000
0.042250
1.96725
65.575%
II. 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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm ? p0,
MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Tributary Flow Plus
Avg. Daily Daily Flow, Obligated
Flow, MGD MGD Flow
Available
Capacity***
* 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
(pf) 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
T Christopher Doherty 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 T
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.
03-24-2022
Signing Official Signature Date
Director
Title of Signing Official
Page 2 of 6
FTSF. 10-18

101.1646.900 Wake Preparatory Academy
Franklin Charter, LLC
Page 3 of 7
March 24, 2022
PROJECT DESCRIPTION
The proposed Wake Preparatory Academy school redevelopment project is located at 14111
Capital Boulevard U.S. Highway 1 in Wake Forest, Franklin County, North Carolina. The site
consists of a parcel identified as Franklin County PIN 1842-26-8528, and the total site area is
68.95 acres. Refer to the Location Map in Figure 1. This project is separated into two (2)
phases. Phase I proposes the renovation of an existing office building, the construction of two
stair towers attached to the existing building, and the removal and construction of sidewalks,
parking, driveways, infrastructure, and utilities. Phase II proposes the construction of new gym
building, athletic field, field house, parking, driveways, infrastructure, and utilities. The owners
of the property are Franklin Charter, LLC and MSC Properties Franklin, LLC.
•
Jd•P Pri P.lyd.or; .'(.ICMn�.Y t
no I{f
Gddglc Ear(h
1
si
Figure 1: Site location map; Latitude: 36.020693' Longitude: -78.5159276 (Google, 2022).
615 South College Street, Suite 1600, Charlotte, NC 28202 i 704.525.6350 w Iittleonline.com

101.1646.900 Wake Preparatory Academy
Franklin Charter, LLC
Page 4 of 7
March 24, 2022
SANITARY SEWER NARRATIVE
L
The Wake Preparatory Academy project site is served by existing 6-inch and 8-inch gravity
sewer mains that flow into an existing onsite pump station that pumps wastewater off site to a
Franklin County -owned pump station. The existing onsite pump station was constructed during
approximately 1991-1992 and is believed to have capacity to accommodate the proposed
project. As part of the project, a new grinder station and force main along with new 6-inch
gravity sewer lines are proposed to collect wastewater from redeveloped portions of the site.
The grinder station will pump via a 2-inch force main to the new 6-inch gravity system. The new
6-inch gravity system flows to the existing pump station. Additionally, a portion of the project's
flow from the existing building will continue to flow directly to the existing pump station. Given
the age of the existing pump station, it is strongly recommended that the entire existing pump
station package including the wet well, pumps, equipment, floats, piping, and control systems be
properly surveyed, tested, inspected, and maintained prior to being placed into operation. The
existing pump station pumps via a 6-inch force main to the Franklin County -owned pump
station. The existing Franklin County -owned pump station is part of the downstream sanitary
sewer system (NC Permit Numbers WQ31355, WQ29955, and WQCS00179) and is believed to
have capacity to accommodate projected flows from the proposed project. The ultimate
receiving wastewater treatment facility is Franklin County WWTP (NC0069311).
Unit contributory loadings for the project are based on State of North Carolina 15A NCAC
02T.0114. It is believed that the proposed grinder station, force main, and gravity sewer mains
have the capacity to accommodate projected flows. Contributory loadings and available
downstream capacity should be reevaluated as future development information becomes
available. The current projected flows to the existing onsite pump station are provided below.
The total Average Daily Flow (ADF) is calculated as:
Existing Gravity Sewer System
ADF = (Main School Building) x (15 GPD/student) x (1,625 students) = 24,375 GPD
New Gravity Sewer System
ADF = (Upper Gym) x (15 GPD/student) x (475 students) = 7,125 GPD
ADF = (Future Lower Gym) x (15 GPD/student) x (100 students) = 1,500 GPD
New Grinder Station (to New Gravity Sewer System)
ADF = (Field House Restrooms) x (325 GPD/fixture) x (28 fixtures) = 9,100 GPD
ADF = (Field House Food Stand) x (50 GPD/100 SF x 300 SF) = 150 GPD
Total ADF = 42,250 GPD
615 South College Street, Suite 1600, Charlotte, NC 28202 t 704.525.6350 w littleonline.com

101.1646.900 Wake Preparatory Academy
Franklin Charter, LLC
Page 5 of 7
March 24, 2022
The total Peak Flow (PF) using a peaking factor of 2.5 is calculated as:
Existing Gravity Sewer System
PF = (24,375 GPD) x (1/24 hr/day) x (1/60 min/hr) x 2.5
New Gravity Sewer System
PF = (7,125 GPD) x (1/24 hr/day) x (1/60 min/hr) x 2.5
PF = (1,500 GPD) x (1/24 hr/day) x (1/60 min/hr) x 2.5
New Grinder Station (to New Gravity Sewer System)
PF = (9,100 GPD) x (1/24 hr/day) x (1/60 min/hr) x 2.5
PF = (150 GPD) x (1/24 hr/day) x (1/60 min/hr) x 2.5
Total PF
= 42.3 GPM
= 12.4 GPM
= 2.6 GPM
= 15.8 GPM
= 0.3 GPM
= 73.4 GPM
Using Manning's equation, the maximum capacity of the existing 6-inch PVC sewer line
upstream of the existing onsite pump station at a slope of 0.50% is 179 GPM. Using Manning's
equation, the maximum capacity of the existing 8-inch PVC sewer line upstream of the existing
onsite pump station at a slope of 6% is 1,332 GPM. Using Manning's equation, the maximum
capacity of the proposed 6-inch PVC sewer line upstream of the existing onsite pump station at
a slope of 0.94% is 245 GPM. Therefore, the proposed gravity sewer design is adequate to
meet the project's peak flow.
615 South College Street, Suite 1600, Charlotte, NC 28202 t 704.525.6350 yr littieonline.com

USGS
U.S. DEPARTMENT Of THE INTERIOR
U.S. GEOLOGICAL SURVEY
Farixryar Wr sr.I.+�.wna tvHr
S(ul I -calm
w'n
__nr
_SL.A
MIN
AMA
do4
GRISSOM QUADRANGLE
HUREH µ[OIIS
T }aMIIE MnIS
EAIISDY NL
H.I
oeIIeeteue1ehI

Transmittal ►� , �ao�'`�
::::10:40v1
Little Diversified Archil�ral�Consulting
From: 615 S College St. Charlotte, NC 28202
704-525-6350
LITTLE
DIVERSIFIED ARCH4TECTURAL CONSULTING
Date: 03/24/2022
Project No: 1011646900
To
NCDEQ - Raleigh Regional Office
Water Quality Regional Operations
3800 Barrett Drive, Raleigh, NC 27609
919-791-4200
Attention: Jason T. Robinson, PE
RE -
We are sending you:
❑ Shop Drawings ® Attached
❑ Copy of Letter El Prints
❑ Change Order
Wake Preparatory
Academy — Sewer
❑ Under Separate Cover
via the following items
❑ Samples
❑ Specifications
El Other
Copies
Date
Number
Description
Action Req'd
1
03/24/22
Form FTA 06-21 — Private
1
03/18/22
$480.00 Fee Check
1
03/24/22
Form FTSE 10-18 — Private
1
1991/2021
Original Design Drawings / Site Survey
1
03/22/22
Phase II Utility Plans
1
03/24/22
Sewer Report and Supporting Documentation
These are transmitted as checked below:
• For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Bids Due
❑ Reviewed
❑ Rejected
❑ Furnished as Corrected
❑ Not Marked
❑ Revise & Resubmit
❑ Submit Copies for Distribution
and Return Corrected Prints
❑ Prints Returned after Loan to Us
Remarks:
Jason, please find the attached Fast Track Sewer System Extension Application
package for the sanitary sewer and grinder station at the Wake Preparatory Academy 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: • Ic Fox, PE
Email: [e-mail]
1f 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
1