HomeMy WebLinkAboutWQ0043463_Staff Report_20220629DocuSign Envelope ID: 28DOA2F7-7389-48F1-BO29-B4E603EA4251
;s State of North Carolina
Division of Water Resources
Water Quality Regional Operations Section
Environmental Staff Report
Quality
To: ❑ NPDES Unit ® Non -Discharge Unit
Attn: Lauren Plummer
From: Bryan Lievre
Wilmington Regional Office
Application No.: WQ0043463
Facility Name: Family Dollar WWTF - Currie
Note: This form has been adapted from the non -discharge facilily staff report to document the review of both non -
discharge and NPDES permit applications and/or renewals. Please complete all sections as they are applicable.
I. GENERAL AND SITE VISIT INFORMATION
1. Was a site visit conducted? ® Yes or ❑ No
a. Date of site visit: 6-29-2022
b. Site visit conducted by: Bryan Lievre
c. Inspection report attached? ❑ Yes or ® No
d. Person contacted: and their contact information: ext.
e. Driving directions: 9240 US Hwy 421, Currie, Pender County, NC. From Wilmington take US Hwy 421 North
for approximately 15 miles north of the Isabel Holmes Bridge. The site is physically situated on the northeast
corner of US Hwy 421 and Montague Rd.
2. Discharge Point(s): NA
3. Receiving stream or affected surface waters: NA
II. PROPOSED FACILITIES: NEW APPLICATIONS
1. Facility Classification: WW-I (Please attach completed rating sheet to be attached to issued permit)
Proposed flow: 260 gpd
Current permitted flow: NA
2. Are the new treatment facilities adequate for the type of waste and disposal system? ® Yes or ❑ No
If no, explain:
3. Are site conditions (soils, depth to water table, etc.) consistent with the submitted reports? ® Yes ❑ No ❑ N/A
If no, please explain:
4. Do the plans and site map represent the actual site (property lines, wells, etc.)? ® Yes ❑ No ❑ N/A
If no, please explain:
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5. Is the proposed residuals management plan adequate? ❑ Yes ❑ No ® N/A
If no, please explain:
6. Are the proposed application rates (e.g., hydraulic, nutrient) acceptable? ® Yes ❑ No ❑ N/A
If no, please explain:
7. Are there any setback conflicts for proposed treatment, storage and disposal sites? ® Yes or ❑ No
If yes, attach a map showing conflict areas. Part of existing stormwater pond needs to be filled (as depicted within
Fig 1 of ARM, 5/9/22, Soil Evaluation Report) to maintain 100' setback to surface water. See application for
additional information and figures.
8. Is the proposed or existing groundwater monitoring program adequate? ❑ Yes ❑ No ® N/A
If no, explain and recommend any changes to the groundwater monitoring program:
9. For residuals, will seasonal or other restrictions be required? ❑ Yes ® No ❑ N/A
If yes, attach list of sites with restrictions (Certification B)
Describe the residuals handling and utilization scheme:
10. Possible toxic impacts to surface waters: NA
11. Pretreatment Program (POTWs only): NA
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Latitude
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IV. REGIONAL OFFICE RECOMMENDATIONS
1. Do you foresee any problems with issuance/renewal of this permit? ® Yes or ❑ No
If yes, please explain: See Item V.
2. List any items that you would like the NPDES Unit or Non -Discharge Unit Central Office to obtain through an
additional information request:
Item Reason
See Item V
3. List specific permit conditions recommended to be removed from the permit when issued:
Condition Reason
4. List specific special conditions or compliance schedules recommended to be included in the permit when issued:
Condition Reason
5. Recommendation: ® Hold, pending receipt and review of additional information by regional office
❑ Hold, pending review of draft permit by regional office
❑ Issue upon receipt of needed additional information
❑ Issue
❑ Dgu3b4PIsjgq „.tate reasons: )
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Signature of report preparer: I'B-'7' ,,
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Signature of regional supervisor: 74249ABED37443E.
Date: 6/29/2022
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V. ADDITIONAL REGIONAL STAFF REVIEW ITEMS
Please have the applicant respond to the followingitems.
ems:
1. The facilities address listed in Item II.4. of Form WWIS 06-16 (i.e., the application) appears incorrect. Pender
County identifies the parcel as having a street address of 9240 US Highway 421 and not 2844 Caratoke Hi.ghwgy.
Please alter or explain.
2. The coordinates provided in Item II. 5. of the application seem inaccurate. The coordinates provided indicate that
the facility is located on the southeast corner of the intersection of US Hwy 421 and Montague Rd. It is believed
that the facility_ is to be located at the northeast corner of the intersection of the above roads. Please alter or
explain.
3. Items IV. 6. and 7. of the application propose a flow of 260 gallons per day. The application indicates that a flow
reduction has been allowed in lieu of the flows recommended within 15A NCAC 2T .0114. Please provide a copy
of the flow reduction approval or provide additional data to support the non-conformance to the referenced rule.
4. Item V. 5. of the application states that automatically activated standby power will be provided, however, Item
IX. 5. of the application indicates that it will not be provided. Since no further information regarding alternative
power supply was provided in the plans or specifications, please explain how the system will meet the
requirements of 15A NCAC 2T .0505(1).
5. The pump tank is indicated as having only one pump in Item V. 11. e. of the application. Please revise the tank to
include two pumps or explain how the system will comply with this requirement as cited in 15A NCAC 2T
.0505(k).
6. Item VIL 1. of the application states that the minimum depth to the season high water table within the proposed
irrigation area is 2.72 (assumed feet, although no units provided). This measurement does not seem to agree with
the report provided by Applied Resource Management, P.C. (ARM), dated May 9, 2022. In their report, ARM
indicates that the water table may be within 12 inches of the surface and was found to have been within six inches
of the surface during their investigation. Please alter or explain the discrepancy.
7. The plans should be revised to reflect or explain the following_
a. The pump tank should include a screened vent and this information as well as depiction of the controls
alarms and proper siege should be depicted in at least one of the plan sheets,
b. The dimensions included in Plan Sheet M100 could not be discerned and may be in conflict with those
provided in the calculations. Please provide a more legible version of the plans and ensure that all dimensions
agree with those provided in the calculations,
c. Plan Sheet C 101 identifies the location of a Temporary Skimmer Basin north of the proposed building and
west of the proposed wastewater structures. As this structure may violate setback requirements stated within
15A NCAC 2T .0506, please provide additional information regarding this structure includinganticipated
nticipated
cease of operation and procedures to remove the structure from operation, and,
d. Plan Sheet C101 depicts a 25 feet setback distance for surface water diversions, however, the pond located
near the northwest corner of the parcel appears to be a perennial water body which would have a setback
distance of 100 feet from the irrigation site. For this reason, the ARM report recommended reconstruction of
the pond to provide for the proper setback distance. Please revise the plans and specifications to provide for
the appropriate setback distance or otherwise explain.
8. The specifications should be revised to include the following_
a. Data sheets for the proposed UV disinfection system, and,
b. Additional information on construction of drip irrigation mound area, specifying ing type of soil to be used as
backfill, methods used to place the soil (e.g., tilling or discing etc.), etc.
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