WQ0044990_More Information Received_20240923

Initial Review
Reviewer
nathaniel.thorn burg
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) * W00044990
Applicant/Permittee Abigail F. Siegrist
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* David C. Barcal
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*
[phone]
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:*
WQ0044990
Has Current Existing permit number
Applicant/Permittee Address*
168 Murphy Drive, High Point, NC 27265
Facility Name*
312 Reese Rd. SFR
Please provide comments/notes on your current submittal below.
Additional information request received 9-4-2024.
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.)
Annual Loading Rate Change (9-23-2024).pdf 119.81 KB
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
1041w& ff'"'Wl
Submission Date 9/23/2024

VIL IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ® No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? fescue, rve or bermuda
3. Soil Evaluation recommendations:
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SHWT Loading Rate Loading Rate
(ft) (in/hr) (in/yr)
PnD PnD 1 0.3 32.23
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Designed
Area Dominant
Designed
1 1
Latitude Longitude
Waterbody
Field (acres) Soil Series
Rate
(DMS) (DMS)
Stream Index Classification
(RateR
m/hr)
( in/ r
2
1 0.11 PnD 0.1
31.57
40026' 56" -66034' 55"
O I II O I II
12-119-4 WS-III
O I
II
O I II
O I
II
O I II
O I
II
O I II
O I
II
O I II
Total
' Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: Nearest second Method of measurement:
Man interroretation by extraction
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: httDs://ncdenr.s3.amazonaws.com/s3fs-
Dublic/Water%200uality/Aauifer%2OProtection/LAU/AereementsAV S CA%2008-13.ndf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
N/A ft
Emitter wetted area:
5,007 ft2
Nozzle wetted area:
N/A ft2
Distance between laterals:
3 ft
Nozzle capacity:
N/A GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
N/A / N/A
Emitter capacity:
0.6 GPH
Elevation of highest nozzle:
N/A ft
Emitter manufacturer/model:
Geoflow / G-WFPC-16-2-24-
PRO
Specification Reference:
N/A
Elevation of highest emitter:
830.6 ft
Specification Reference:
6
FORM: SFRWWIS 06-16 Page 6 of 6

Field Dosing Tank storage and effective volume calculations:
Field Dosing Tank Total Void Volume= L * W * D:
Tank length:
12.7 foot
Tank Width:
6.0 foot
Tank Depth:
6.3 foot
Total Void Volume:
3600.4 Gallons
Field Dosing Tank Effective Volume To Tank Bottom =
L * W * Lowest Invert To Tank Bottom:
Tank length:
12.7 foot
Tank Width:
6.0 foot
Lowest Invert To Tank Bottom:
5.4 foot
Effective Volume:
3079.3 Gallons
Feld Dosing Tank Effective Volume To Pump Off
= L * W * Lowest Invert To Pu-np Off:
Tank length:
12.7 foot
Tank Width:
6.0 foot
Lowest Invert To Pump Off:
3.9 foot
Effective Volume:
2226.5 Gallons
Days of Feld Dosing Storage (Void Volume/ADF):
6.2 Days
Total System Effective Storage =
Annual Loading from Soil Scientist:
Maximum Instantaneous Loading Rate from Soil Scientist:
Total Field Area Required:
Total Field Area Provided: (Wetted Area)
Annual Loading Rate Provided:
(ADF x 365 Days per Year x 43,560 / 27,154 / Area Provided)
Total Irrigation Flow: (Set by Design)
Instantaneous Loading Rate Provided:
(Total Irrigation Flow x 963) / Total Field Area Provided
3081.3 Gallons
32.2 Inches/Year
0.3 Inches/Event (Hour)
4,905 Square Feet
5,007 Square Feet
31.57 Inches/Year
7.37 GPM Dose Flow per Geollow Calculations
0.1 Inches/Hour
Emergency Storage
Emergencv Storage in Field Dosing Tank
Available Depth in Field Dosing Tank: 43.0 Inches
Gallons per Inch of Feld Dosing Tank: 46.4 Gal/Inch
Emergency Storage in Field Dosing Tank: 1996.8 Gallons
Total Emergency Storage Available:
Total Emergency Storage Required:
1996.8 Gallons
1800.0 Gallons