NCG551788_Staff Report_20221209

Regional Office - SWP SFR (NCG55) Staff Report Form
Verify permit Information against BIMs Information. Note any corrections required.
Date
9-Dec-22
To:(Permit Writer's Name)
Permit Number
Permittee
Facility Name/Address
Facility County
Maximum permitted flow
Date of Last inspection
Wh
y
NCG551788
RO Contact Person:
Regional Office
Debbie Brandt
Wes Bell
Mooresville
8430 Island Pionte Road
Mecklenburg
360 (3 bdrms)
12/1/2022
gallons/day
is the permit needed? What is triggering the need for a Permit?
Unpermitted properly functioning sandfilter discharge system
Unpermitted failing sandfilter
Permitted failing system
Failed subsurface system
Expanding capacity of existing discharging system
Building a new single-family home, requesting a new coverage under NCG55
Functioning existing subsurface system: Owner can't expand existing system due to site constraints.
new discharging system to accommodate existing and new flow.
Other:
X
Possible alternatives: spray irrigation sewer subsurface discharge none other
Describe alternatives: Only option sewer but 14,250 ft away with cost of $712,500.00
Location of proposed/new Discharge Point(s): Latitude
Longitude
35°07'32.08"
81 °01'55.82"
Describe the outfall point in detail using information from the Addendum
The effluent will be discharged into a rip -rap outfall (approximately 40-50 ft. long) into a cove on Lake Wylie.
Outfall drains to: River Basin
Sub -basin
Catawba
3050101
Receiving Stream
Stream Classification
Stream Index
Catawba River
WS-V, B
11-(123.5)a
Review Special Conditions/suggested changes/additional information needed/setback violations:
There are homes in the nearby area especially at the cove area where effluent will be discharged into. There may
be issues if adjacent property is developed at the discharge location. RO would recommend relocating the effluent
discharge location away from cove area. It is questionable if the treatment system will meet the setbacks (100 ft.)
from surface water. RO recommends inclusion of permit condition to require permittee to have an O&M contract
with trained contractor due to type of treatment unit/processes (pumps, UV system, etc.). Note: The proposed
treatment facility will be able treat up to 480 gallons per day.
RO Recommendation: Pending CO's review and findings on this application, RO recommends permit issuance.
Supervisor approval: Andrew Pitner