WQ0043421_More Information (Received)_20240614

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00043421
Applicant/Permittee Shinnville Farms Development Partners, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
....................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Gary S. MacConnell
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9194671239
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0043421
Has Current Existing permit number
Applicant/Permittee Address*
PO Box 3965
Facility Name*
Shinn Village WWTF
Please provide comments/notes on your current submittal below.
Informal Additional Information Request
Comment Revisions:
1) Noted
2) The required chlorination volume is 14,812 gallons, the chlorine contact tank void volume is 27,713 gallons, and the effective chlorination volume
(Dose Enable to Tank Floor) is 17,481 gallons.
3) Four (4) of the pumps are calcite filter pumps and two (2) of the pumps are denitrification pumps. This totals six (6) pumps in this tank.
4) There will be one pump per chlorine drum. This will total two (2) total peristaltic metering pumps.
5) Shinn Village will be served by Iredell Water.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Updated Documents.pdf 598.23KB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Signature
e*41s 6r
Submission Date 6/14/2024

Response 1:
• See Comment A.1.
Comment 2:
• The wastewater treatment facility summary lists four (4) ultraviolet disinfection units,
while the remainder of the application package lists three (3). Please verify and revise.
Response 2:
• This has been changed to reflect three (3) units.
Comment 3:
• The wastewater treatment facility summary lists the effective storage volume of the five-
day upset pond as 362,056 gallons while the Engineering Calculations list 346,347
gallons. Please verify and revise.
Response 3:
• This has been changed to reflect 3 46,3 47 -gallons.
Comment 4:
• Under "Storage Pond Dosing Tank," it states "The tank will house a total of four
pumps..." However, based on the list below, the total should be six (6). Please verify and
revise.
Response 4:
• This has been changed to show 6 total pumps in the tank. The name has also been
changed to "Field Dosing Tank".
Comment 5:
• Under "5-Day Upset Pond," this section lists the effective storage volume of the five-day
upset pond as 362,056 gallons. See Comment Q.3.
13

SECTION 11904
METERING PUMP SYSTEM
PART 1 - GENERAL
1.01 Description of Work:
A. The extent of work under this item includes installing a metering pump system to attach
at the beginning of the new water lines to continuously pump chlorine into the water.
1.02 Submittals:
A. Shop drawings shall include, at a minimum, a complete description of the equipment,
system, and process/function, including a list of system components and features,
drawings, catalogue information and cuts, and manufacturer's specifications.
PART 2 - PRODUCTS
2.01 Metering Pump:
A. Contractor shall install metering pumps as shown on the contract drawings.
B. Pump shall have dual manual control for stroke length and stroke speed and shall have
PVDF or PVC/Tefzel/Ceramic wet end suitable for chlorine.
C. Pump shall be able to handle a viscosity up to 300 CPS.
D. Discharge tubing shall have a 3/8" connection.
E. Pump shall operate at 7.5 GPD.
F. Contractor shall supply a repair kit on hand in case of malfunctioning parts.
G. Pump shall be Series Chem -Tech Series XP Model XP007 or approved equal by
Engineer.
H. Provide Manufacturer's stainless steel wall mounting bracket.
2.02 Saddleblock Injector Adapter:
A. Contractor shall install a 3" injection adapter to connect the discharge of the metering
pump system to the system feed line.
Shinnville Farms Development Partners, LLC Metering Pump System
Wastewater System
MacConnell & Associates, P.C., Project No.: A95803.00 11904-1

B. The adapter shall be constructed of durable PVC with rubber seals that can be mounted
with two stainless steel clamps.
2.03 Non -Metallic Injection Quill (if required):
A. Injection quill shall be 1/2" NPT (M) x 1/2" NPT (M) Kynar/Ceramic or 1/2" NPT (M)
x 1/2" NPT (M) PVC/Ceramic. (Stock # 61165 or 61166)
B. Injection quill shall be a 2 5/8" and have a ceramic check ball to be used with a 4" pipe
or can be trimmed so that chemicals can be released towards center of pipe smaller than
411.
C. Quill shall be 150 PSI rated with the temperature ranging from 100' F for PVC to 200'
F for PDVF.
D. Contractor shall install quill with V-notch facing upstream so that flow is against angled
face.
2.04 Suction Tubing with Foot Valve:
A. Provide suction tubing compatible with chlorine solution and foot valve with screen.
2.05 Spill Containment:
A. Provide non-metallic spill containment for two 55-gallon drums with capacity for 55
gallons minimum each.
2.06 Sodium Hypochlorite Solution:
A. Provide minimum of 225.5 gallons of 12.5 percent or greater sodium hypo -chloride
solution for startup and operation.
PART 3 - EXECUTION
3.01 Installation of Injection Adapter (if required):
A. Install adapter by drilling an 11/16" hole in the proper location for the injection quill
and deburr the edges.
B. Place the correct seal and saddle block over the hole and tighten with the two clamps
provided.
C. Install injector into the adapter to complete the installation.
Shinnville Farms Development Partners, LLC
Wastewater System
MacConnell & Associates, P.C., Project No.: A95803.00
Metering Pump System
11904-2

3.01 Installation of Pump:
A. Install pump following manufacturer's instructions.
B. Interlock metering pump with flow metering device. Pulses from flow metering device
shall control metering pump output. Adjust metering pump for initial dose of 2.5 PPM
of Chlorine.
END OF SECTION 11904
Shinnville Farms Development Partners, LLC
Wastewater System
MacConnell & Associates, P.C., Project No.: A95803.00
Metering Pump System
11904-3

MacConnell & Associates, P.C.
Project: Shinn Village
Project Number: A95803.00
Location: Iredell County, North Carolina
Subject: Tank Sizing
Date: June 14, 2024
Assumotions And Calculations:
1. Treatment Bow is based on unadiusted Bow.
2. Irrieation Bow is based on reduced Bow
4-Bedroom
Number of Single Family Residence (SFR)
Bedrooms/SFR
Sewage Flow Rate For Design Units
Average Daily Flow Per SFR
Average Daily Flow
Pool
Pool Area:
Square Feet Per Person
Total People Allowed Based on Sq Footage
Flow Per Person
Average Daily Flow
Total DaBv Flow
Unadjusted Design Flow:
Flow Reduction:
Adjusted Flow:
STEP TANK DESIGN (Sinele-Fami1y Homes):
Minimum Tank Volume Required:
Tank(s) Volume Provided:
Septic chamber (2/3 Volume) storaee and effective volume calculations:
Septic Chamber Total Void Volume = L * W * D:
Tank length:
Tank W idth:
Tank Depth:
Total Void Volume:
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
Tank W idth:
Lowest Invert:
Effective Volume:
Septic Tank Storage per Bedroom:
Septic Tank Storage/Detention:
Dosine chamber (113 Volume) storaee and effective volume calculations:
Dosing Chamber Total Void Volume = L * W * D:
Tank length:
Tank W idth:
Tank Depth:
Total Void Volume:
Dosing Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
Tank W idth:
Lowest Invert:
Lowest Invert To Pump Off:
Effective Volume:
Gallon/Inch:
Pump Off 18"
Pump On 8"
Highwater Alarm 6"
Dosing Chamber Emergency Storage 21"
Freeboard (Both Chambers) 10"
STEP Tank Storage above highwater alarm:
STEP Tank Storage above Pump On:
141.0 SIR
4.0 Bedrooms/SFR
120 GPD/Bedroom 15A NCAC 02T .0114
480 GPD/SIR
67,680 GPD
2085.0 Sq ft
15.0 Sq ft/person
139 Allowable People
10 GPD/person
1,390 GPD
69,070 GPD
25 % Only Applied to Single -Family Homes
52,150 GPD
1,500 Gallons 15A NCAC 18A .1900 (per 15A NCAC 02T .0505(s))
1,500 Gallons
6.4 foot
4.8 foot
5.3 foot
1,217.9 Gallons
6.4 foot
4.8 foot
4.4 foot
1,024.6 Gallons
256.1 Gallons
2.1 Days Effective Volume / ADF
3.1 foot
4.8 foot
5.3 foot
585.2 Gallons
3.1 foot
4.8 foot
4.4 foot
2.92 foot
325.1 Gallons
9.3 Gavin.
167.2 Gallons
74.3 Gallons per Dose
55.7 Gallons
195.1 Gallons
286.2 Gallons (28.62 Gavin)
481.3 Gallons > 480 GPD (24hr emergency storage)
537.0 Gallons

STEP TANK DESIGN (Pool):
Minimum Tank Volume Required: 2,475 Gallons 15A NCAC 18A .1900 (per 15A NCAC 02T .0505(s))
Tank(s) Volume Provided: 3,500 Gallons
Seotic chamber (2/3 Volume) storaee and effective volume calculations
Septic Chamber Total Void Volume = L * W * D:
Tank length:
8.0 foot
Tank Width:
6.0 foot
Tank Depth:
8.0 foot
Total Void Volume:
2,872.3 Gallons
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
8.0 foot
Tank Width:
6.0 foot
Lowest Invert:
7.2 foot
Effective Volume:
2,573.1 Gallons
Septic Tank Storage/Detention:
1.9 Days Effective Volume / ADF
Dosine chamber (113 Volume) storaee and effective volume calculations
Dosing Chamber Total Void Volume = L * W * D:
Tank length:
3.8 foot
Tank Width:
6.0 foot
Tank Depth:
8.0 foot
Total Void Volume:
1,346.4 Gallons
Dosing Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
3.8 foot
Tank Width:
6.0 foot
Lowest Invert:
7.2 foot
Lowest Invert To Pump Off:
5.67 foot
Effective Volume:
953.7 Gallons
Gallon/Inch:
14.0 Gavin.
Pump Off 18"
252.5 Gallons
Pump On 3.5"
49.1 Gallons per Dose
Hgghwater Alarm 4"
56.1 Gallons
Dosing Chamber Emergency Storage 60.5"
848.5 Gallons
Freeboard (Both Chambers) 10"
439.5 Gallons (43.95 Gavin)
STEP Tank Storage above highwater alarm in tank:
1,288.0 Gallons
STEP Tank Storage above Pump On in tank:
1,344.1 Gallons
STEP TANK RISER DESIGN (Pooh:
Volume Needed in Risers:
102.0 Gallons
Number of 20" Risers:
2.0
Number of 24" Risers:
3.0
Diameter of 20" Risers:
1.7 B
Diameter of 24" Risers:
2.0 B
Total Area of Risers:
7.5 Sq. B
Minimum Height of Risers Required Below FIFE:
1.8 B
Height of Risers Below FIFE (Assumed):
1.8 B
Assumed Volume in Risers:
101.0 Gallons
STEP TANK INLET PIPE DESIGN (Pool):
Diameter of Pipe:
0.3 B
Wall Thickness:
0.0198 B
Inner Diameter of Pipe:
0.294 B
Inner Pipe Area:
0.068 Sq. B
Assumed Provided Length of Pipe:
5 B
Assumed Volume in Provided Pipe:
2.536 Gallons
STEP Tank Storage above highwater alarm inside and outside of tank:
1,392 Gallons
SURGE TANK DESIGN:
Minimum Septic Tank Volume Required:
34,535 Gallons Per E-Z Treat
Septic Tank(s) Volume Provided:
36,000 Gallons (Two 18,000-gal. Septic Tanks -in -Series)
18.000-Gallon Seotic Tank storaee and effective volume calculations:
Septic Tank Total Void Volume = L * W * D:
Tank length: 19.5 foot
Tank Width: 10.0 foot
Tank Depth: 14.9 foot

Total Void Volume: 21,727.1 Gallons
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
19.5 foot
Tank Width:
10.0 foot
Lowest Invert:
13.5 foot
Effective Volume:
19,691.1 Gallons
Storage (Freeboard):
2,036.0 Gallons per Tank
FLOW EOUALIZATION TANK DESIGN:
Minimum Volume Required:
34,535 Gallons
Pump Tank(s) Volume Provided:
36,000 Gallons
Flow Eaualization Tank storage and effective volume calculations:
Flow Equalization Tank Total Void Volume= L * W * D:
Tank length:
19.5 foot
Tank Width:
10.0 foot
Tank Depth:
12.6 foot
Total Void Volume:
18,414.8 Gallons
Flow Equalization Tank Effective Volume To Tank Bottom= L * W * Lowest Invert To Tan! Bottom:
Tanklength: 19.5 foot
Tank Width: 10.0 foot
Lowest Invert To Tank Bottom: 12.5 foot
Effective Volume: 18,171.7 Gallons
Flow Equalization Tank Effective Volume To Pump Off = L * W *Lowest Invert To Pump Off:
Tank length: 19.5 foot
Tank Width: 10.0 foot
Lowest Invert To Pump Off: 11.0 foot
Effective Volume: 15,983.8 Gallons
Storage (Effective Volume and Freeboard): 16,226.9 Gallons per Tank
E-Z TREAT DESIGN:
Please See Process Calculations
RECIRCULATION TANK DESIGN:
Minimum Recirculation Tank Volume Required:
Recirculation Tank(s) Volume Provided:
Recirculation Tank Total Void Volume = L * W * D:
Tank length:
Tank W idth:
Tank Depth:
Total Void Volume:
Recirculation Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
Tank W idth:
Lowest Invert To Tank Bottom:
Effective Volume:
Storage (Freeboard):
FIELD DOSING DOSING TANK DESIGN:
Minimum Pump Tank Volume Required:
Pump Tank(s) Volume Provided:
Storage Pond Dosing Tank Total Void Volume= L * W * D:
Tank length:
Tank W idth:
Tank Depth:
Total Void Volume:
Per E-Z Treat
(Two 18,000-gal. Pump Tanks -in -Series)
69,070 Gallons Per Tank Per E-Z Treat
72,000 Gallons Per Tank (Six 12,000-gal. Pump Tanks -in -Series)
19.5 foot
10.0 foot
8.4 foot
12,215.8 Gallons
19.5 foot
10.0 foot
8.0 foot
11,717.4 Gallons
498.4 Gallons per Tank
N/A Gallons
18,000 Gallons
19.5 foot
10.0 foot
12.6 foot
18,414.8 Gallons
Storage Pond Dosing Tank Effective Volume To Tank Bottom = L * W * Lowest Invert To Tank Bottom:
Tank length: 19.5 foot
Tank Width: 10.0 foot
Lowest Invert To Tank Bottom: 12.5 foot

Effective Volume:
18171.7 Gallons
Storage Pond Dosing Tank Effective Volume To Pump Off = L * W * Lowest Invert To Pump Off:
Tank length: 19.5 foot
Tank Width: 10.0 foot
Lowest Invert To Pump Off: 11.0 foot
Effective Volume: 15,983.8 Gallons
Days of Field Dosing Storage (Void Volume/ADF): 16,226.9 Gallons per Tank
Total Treatment System Emergency Storage (Freeboard and Effective Volumes)
CHLORINE DOSING TANK DESIGN:
Minimum Chlorine Dosing Tank Volume Required:
Chlorine Dosing Tank(s) Volume Provided:
Chlorine Dosing Tank Total Void Volume= L * W * D:
Tank length:
Tank W idth:
Tank Depth:
Total Void Volume:
55,742.8 Gallons
14,397 Gallons (See Chlorine Dosing Calculations)
30,000 Gallons
19.0 foot
10.0 foot
21.7 foot
30,792.7 Gallons
Chlorine Dosing Tank Effective Volume To Tank Bottom = L * W * Lowest Invert To Tank Bottom:
Tank length: 19.0 foot
Tank Width: 10.0 foot
Lowest Invert To Tank Bottom: 19.5 foot
Effective Volume: 27713.4 Gallons
Chlorine Dosing Tank Effective Volume To Pump Off = L * W * Lowest Invert To Pump Off:
Tank length: 19.0 foot
Tank Width: 10.0 foot
Dose Enable to Tank Bottom: 123 foot
Effective Treatment Volume: 17,480.8 Gallons

MacConnell & Associates, P.C.
Project:
Shinn Village
Project Number:
A95803.00
Location:
Iredell County, North Carolina
Subject:
Chlorine Dosing Calculations
Date:
June 14, 2024
Given:
Total Flow Rate (Q) (Highest Flowrate - Zone 2)
Pipe Length (Shortest Path - Zone 3)
Pipe Diameter
Contact Time Required
Contact Time in Supply Line (to Spray Fields)
Contact Time in Dosing Tank
—Dosing is sized based on remaining contact time needed in dosing tank
Baffling Factor
Required Dosing Tank Effective Volume
Dosing Tank Provided (Void Volume)
Dosing Tank Provided (Effective Volume)
Design of Chlorine Feed Pump Sizing:
Recommended Dosing Rate
Total Chlorine dosing required
Assume 12.5% Chlorine Solution
Chlorine Feed Pump Rate:
(Pump Rate x Required Dosage x 1440/Solution Strength)
261 GPM
663 ft
0.33 ft
30 mins
1.62 mires
28.38 mires
0.5
14,812 Gallons
30,793 Gallons
17,481 Gallons*
*see tank sizing calcs.
2.5 ppm
125000 ppm
7.5 GPD
30 Day Storage for Chlorine 225.5 Gallons

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OR APPROVED EQUAL
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LINE TO CHLORINE
DOSING TANK
NOTE:
1. CHLORINE FEED LINE
WILL CHANGE TO
1-1 /2" SCH. 40 PVC
AFTER LEAVING BUILDING.
2. CHLORINE FEED LINE
WILL NEED TO BE
WINTERIZED UNTIL 1.5FT.
OF BURY.
6'-8"
CENTERED
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ALUMINUM
THRESHOLD
1 CHLORINE/METERING BUILDING
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PRESSURE SENSOR AND GAUGE BALL VALVE (TYP.)
WITH 316 S.S. FLANGES OR
APPROVED EQUAL (TYP. OF 2)
_ 4"
4"
FOR ALL PIPE
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USE MECHANICAL PIPE SUPPORTO
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24" X 48" FIXED
FRAME WINDOW
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FED EYEWASH 42" A.F.F. (COMPLY
WITH ANSI Z358.1-2009)
8' X 4' X 4" THICK
CONCRETE LANDING PAD
WITH 6x6 — WWF
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TRUE UNION BALL
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ORIENTATION
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INVERT SHALL BE 24
INCHES BELOW INSIDE
ROOF OF TANK.
2 ELECTROMAGNETIC FLOW METER
D-110 NTS
ADJ. PIPE SADDLE ADJUSTABLE
SUPPORT W/ YOKE SADDLE
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1. SIZE STAND TO ADEQUATELY
SUPPORT LOAD.
THREADED BASE STAND 2, FOR FLOOR SUPPORT OF
HORIZONTAL PIPE WHERE VERTICAL
ADJUSTMENT IS REQUIRED.
3. USE EPDXY ANCHOR TO SECURE
BASE TO FLOOR.
4. LEVEL BASE AND GROUT BETWEEN
GROUT FLOOR AND BOTTOM OF BASE.
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1 " DIA. SCH. 40 PVC 2. MOUNT ON TWO(2) 4"x4" SALT TREATED POSTS W/ CROSS BRACING 4' A.F.F. OR ABOVE
— I TO COMPRESSION FITTING GRADE WHERE INDICATED OR AS NOTED.
_ 1 "_0•• AT HYDRANT
3. PROVIDE 3/4" GATE VALVE 2'-6" A.F.F. W/ REINFORCED -Y4" HOSE TO REEL.
4. PROVIDE W/ 50' OF REINFORCED HOSE W/ S.S. OR BRASS HAND SPRAY NOZZLE.
5. PROVIDE 10"x14" FIBERGLASS SIGN. NOTICE "NON —POTABLE WATER". MOUNT ON POST
ABOVE REEL.
4 YARD HYDRANT
D-110 NTS
STEEL ENCASEMENT PIPI
HEAVY DUTY
STEEL SKIDS (4)
CARRIER PIPE
(SPIDER SIZE
DETERMINED BY
SIZE OF STEEL
CASING AND
INNER PIPE)
PLAN VIEW
STEEL ENCASEMENT PIPE
SPIDER
i
CARRIER PIPE
s SPIDER DETAIL
D-110 NTS
SECTION VIEW
TO PIPE
BY MFG. OR
APPROVED EQUAL
NOTES
1. SEE SHEET D-101 FOR GENERAL NOTES.
REVISIONS
NO. DATE DESCRIPTION
1 05/09/24 PER DEQ COMMENTS
PROJECT MANAGER
GSM
DRAWN BY:
JDH
PROJECT ENGINEER:
AVF/JCT
CHECKED BY:
GSM
DATE:
MAY 9, 2024
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MacCONNELL
& Associates, P. C.
501 CASCADE POINTE LANE, SUITE 103 N
CARY, NORTH CAROLINA 27513 N
P.O. BOX 129 w
LICENSE MORRISVILLE, NORTH CAROLINA 27560 Q
No. C-1039 TEL: [phone] FAX: [phone] w
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A95803.00 — SHINNVILLE FARMS DEVELOPMENT PARTNERS, LLC — SHINN VILLAGE — WASTEWATER SYSTEM
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A95803.00 D-110 LO