WQ0002857_More Information Received_20241002

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) * W00002857
Applicant/Permittee Chapel Road Properties, 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* Jeff Ballsieper
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*
3367829725
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://edocs.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:*
WQ0002857
Has Current Existing permit number
Applicant/Permittee Address*
430 NC 49 South
Facility Name*
Piedmont Custom Meats WWTF
Please provide comments/notes on your current submittal below.
Additional information requested.
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.)
Additional Informtation Request Piedmont Custom
4.86M6
Meats.pdf
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
Submission Date 10/2/2024

MOVE YOUR ENVIRONMENT FORWARD
October 2, 2024
Elton Luong
Engineer II
North Carolina Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Email elton.luona(d)dea.nc.aov
RE: Response to Additional Information Request #1 Piedmont Custom Meats
WWTF Wastewater Irrigation System in Caswell County, Application No.
WQ0002857
(HRP #CHA311N.WW)
Dear Mr. Luong:
As requested in your letter dated August 21, 2024, HRP Associates, Inc. (HRP) offers these
responses.
HRP has provided an updated Figure 2, that includes an additional property (Parcel 0015008)
owned by Chapel Road Properties, LLC. HRP also updated the sprayhead configuration on Figure
2.
With respect to the pond and stream located on the Site, HRP considers the pond and stream to
be fed via groundwater for the following reasons:
• surface water samples collected by the North Carolina Department of Environmental
Quality did not indicate results not indicating evidence of impact from the lagoons;
• shallow depth to the water table noted in the site monitoring wells during sampling events;
• there is no flow from waste lagoons, except for the water that is pumped during spraying;
• the 1972 USGS Topographic map depicts the pond and associated stream prior to the
construction of the two waste lagoons.
In response to Section A.1.a of the letter, HRP evaluated if spray field changes at the facility still
support the hydraulic loading permitted limit of 5,000 gallons per day. HRP reviewed the original
spray field site plan prepared by Dewberry & Davis which was certified on August 7, 1984 and
includes the following notes at the bottom of the document.
• 5 sprinkler heads in each field; total flow = 36 GPM;
• For average daily flow from plant (5000 Gal.), field must operate for 2 hours, 19 minutes;
• Area of each field = 1 acre (approx.); Max applied hydraulic load = 1"/Acre/Week =
27,154 Gal.;
H\Data-NC\C\OAPR-CHAPEL ROAD PROP TIES LLC\9683 KERBS CHAPEL RD,GMMVILLE NC\CHA311NWW - P—tRenewa1\WP\20240925 Hydraulic Loadng ]ustffiotpn doa

• Each field east of lagoons to be irrigated for 1 week, then rested as flow is rotated to
adjacent field;
• Field No. 4 can only be irrigated for 4 days continuously due to area; the fifth day of
irrigation must be shifted to east field;
• Cover crop to be fescue (See Agronomist's Report for crop information and nutrient
additions).
The original spray field site plan indicated that Fields No. 1 through No. 3 each had five (5)
sprinkler heads, whereas Field No. 4 had three (3) sprinkler heads. The current spray field site
has four (4) sprinkler heads each in Field No. 1 through No. 3, and three (3) sprinkler heads in
Field No. 4. As such, it can be reasonably deduced that Spray Field No. 4 is currently being
operated as was originally designed (i.e., 5,000 gallons per day for up to 4 continuous days per
week). However, we should consider that the areas of Spray Fields No. 1 through No. 3 have
each been reduced by 20% since the original design and, as such, should also be limited to an
irrigation schedule of 4 consecutive days per week. The following calculation supports the loading
rate in each Field No. 1 through No. 3.
Current max. hydraulic loading = 27,154 gal x 4 sprinklers (current) = 21,723 gal
week 5 sprinklers (original) week
gal 1 day days
21,723 x = 4.34
week 5,000 gal. limit week
The original spray field site plan has been included as Attachment A. The current spray field
site plan has been included as revised Figure 2.
If you have any questions or require additional information, please feel free to contact HRP at
[phone].
Sincerely,
Jeff Ballsieper, LG
Operations Manager — Texas
Attachments: Attachment A — Original Site Plan
Attachment B — Figure 2

A I I ACHMENT A
ORIGINAL SITE PLAN

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A I I ACHMENT B
FIGURE 2

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14 Occupied Buildings
Signifcant Distances (feet)
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IRP
MOVE YOUR ENVIRONMENT FORWARD
701 EASLEY BRIDGE ROAD,
SUITE 4130
BUILDING 4000
GREENVILLE, SC 29611
[phone]
HRPASSOCIATES.COM
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