WQ0012948_As-Built_20230327

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 As -Built
Permit Number (IR) * W00012948
Applicant/Permittee North Carolina Wildlife Resources Commission
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" Mark Carter Brooks
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
As -Built
Phone Number*
8282324700
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:Hedocs.deq.nc.gov/Forms/NonDischarge Monitori ng_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0012948
Has Current Existing permit number
Applicant/Permittee Address* 1401 Fish Hatchery Road Pisgah Forest, NC 28768
Facility Name* Pisgah Center for Wildlife Education WWTF
Please provide comments/notes on your current submittal below.
As -built for engineer's certification
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.)
Pisgah Wildlife As-built.pdf 2.52MB
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 3/27/2023

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PRE-EXISTING 5,000 GAL. SEPTIC TANK.
PRE-EXISTING GRAVITY SEWER LINE.
PRE-EXISTING MANHOLE. TOP ELEV.= 2340.5'
PRE-EXISTING 4,000 GAL. RECIRCULATION PUMPS REPLACED WITH 2
(TWO) STA-RITE 1.5 HP 30 GPM STEP 50 TURBINE PUMPS.
TWO (2) 2.0" SCH 40 PVC DOSING LINE TO EZ-TREAT PODS.
EZ-TREAT MODEL 5L FILTER MEDIA PODS. FINAL TOP ELEVATION SET AT
2,342.9'.
PRE-EXISTING 6" SCH 40 PVC LINES FROM SAND FILTER TO BE
RE-ROUTED FROM EZ-TREAT POD TO RECIRCULATION RATION BOX.
PRE-EXISTING RECIRCULATION RATIO BOX,
PRE-EXISTING 6" SCH 40 PVC LINE FROM RATIO BOX DIVERTING 75%
OF FLOW TO THE 4,000 GAL. RECIRCULATION TANK.
PRE-EXISTING 6" SCH 40 PVC LINE FROM RATIO BOX DIVERTING 25%
OF FLOW TO THE 4,000 GAL. REUSE WATER AND WETLAND DOSE
TANK.
PRE-EXISTING 4,000 GAL. REUSE WATER AND WETLAND DOSE TANK WITH CHLORINE AND
DECHLOR TABLET FEEDER. EXISTING SYSTEM FLOW AFTER DOSE TANK TO REMAIN THE SAME.
3/4" RECIRCULATION LINE FROM PROPOSED TURBINE PUMPS TO TIE TO EXISTING 2"
FILTER BACKWASH LINE. SEE SHEET N-3.1 FOR VALVE AND VAULT DETAIL.
PRE-EXISTING PUMP AND ELECTRICAL CONTROL BUILDING.
NEW EZ-TREAT POD DOSING PANEL.
ENGINEER'S NOTES
1. SYSTEM IS PERMITTED BY WQ0012948 WASTEWATER IRRIGATION SYSTEM.
2. EXISTING SYSTEM PIPING LAYOUT, TANK SIZE AND COMPONENTS ARE DERIVED
FROM ENGINEERING PLANS BY McGILL ENGINEERING DATED SEPTEMBER 1996
(PROVIDED BY THE OWNERS) AND FROM ENGINEERING PLANS BY BEA DATED
6-5-18.
3. ABOVE GROUND COMPONENTS AS SURVEYED BY PROJECT SURVEYOR.
4. BASE FLOOD ELEVATION (BFE) ESTABLISHED AS 2.0' ABOVE RIVER BANK
PERPENDICULAR TO EXISTING SYSTEM.
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