WQ0036463_Site Plans/Maps_20240423

FIECENED/NCDENRMWR
Permit Modification Narrative
Swan Quarter, Hyde County, North Carolina
April 8, 2024
APR 10 2024
Water. Quality
W11ehington Regional Office
Swan Quarter Sanitary District (SQSD) proposes a sewer extension of adding a 2-bedroom and
multiple 3-bedroom Single -Family Dwellings to the existing sewer system. This project
proposes to add 2,760 gallons per day (GPD) to the existing system which is calculated below.
With this modification, the permit should also be updated to reallocate four existing grinder
pump stations located at 434 Creekside Drive. These pump stations currently serve four
individual single-family dwellings and the permit modification requests that this site allow for
campsites to be redirected to these existing pump station and the existing homes be
disconnected.
1. 375 Creekside Drive (Parcel ID #7691-35-5517)
• 2-bedroom Single -Family Dwelling x 120 GPD / bedroom = 240 GPD
• Proposed SGV, 2HP Pump, 5.62" Imp.; ±75 LF of 2" SDR 11 HDPE
• 40 GPM @ 48 TDH; Only this pump on
2. 434 Creekside Drive (Parcel ID #7691-35-2723, 7691-35-0668, 7691-35-0846, 7691-25-
8895) [Martin Campground]
• Convert 4 existing grinder pump stations 2,000 GPD Total
o Existing Simplex Grinder Pump station (previously 2-bedroom) to serve 4
campsites at 100 GPD/campsite = 400 GPD
(Proposed SGV, 2HP Pump, 5" Imp.)
o Existing Simplex Grinder Pump station (previously 4-bedroom) to serve 4
campsites at 100 GPD/campsite = 400 GPD
(Proposed SGV, 2HP Pump, 5" Imp.)
o Existing Simplex Grinder Pump station (previously served mobile home)
to serve 6 campsites at 100 GPD/campsite = 600 GPD
(Proposed SGV, 2HP Pump, 5" Imp.)
o Existing Simplex Grinder Pump station (previously served mobile home)
to serve 6 campsites at 100 GPD/campsite = 600 GPD
(Proposed SGV, 2HP Pump, 5" Imp.)
3. NC 45 (Parcel ID #7691-34-5706)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Approx 340 LF of 2" HDPE extension to site.
• Proposed SGV, 2HP Pump, 5.62" Imp.; ±147 LF of 1-1/4" SDR 11 HDPE
• 22 GPM @ 81.8 TDH; Only this pump on
4. 290 Main Street (Parcel ID #7691-64-7512)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Proposed SGV, 2HP Pump, 5.62" Imp.; ±235 LF of 2" SDR 11 HDPE
• 50 GPM @37 TDH; Only this pump on
5. 1272 Main Street (Parcel ID #7691-98-4853)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Proposed SGV, 2HP Pump, 4" Imp.; 160 LF of 2" SDR 11 HDPE
42 GPM @ 20.4 TDH; Only this pump on E1/ CEI\ ED
APR 2 3 2024
NGDEQ/1)WR/NPDES

6. 0 Main Street (Parcel ID #7691-88-3203 Prev. 7691-88-0859)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Residential Garage = 360 GPD
• Two (2) Proposed SGV, 2HP Pump, 5" Imp.; 210 LF of 1-1/4" SDR 11 HDPE &
122LF of 2" SDR 11 HDPE
• Pump (A) 34 GPM @ 56.59 TDH and Pump (B) 32 GPM @ 58.66 TDH
7. 245 Academy (Parcel ID #7691-54-9601)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Proposed SGV, 2HP Pump, 5" Imp.; ±375 LF of 2" SDR 11 HDPE
• 38 GPM @52 TDH; Only this pump on
8. 59 Third Street (Parcel ID #7691-63-3183)
• 3-bedroom Single -Family Dwelling x 120 GPD / bedroom = 360 GPD
• Proposed SGV, 2HP Pump, 5" Imp.; ±70 LF of 1-1/4" SDR 11 HDPE
• 32 GPM @58.8 TDH; Only this pump on
This project proposes to utilize the previously approved standards and specifications of the New
User Installation Package for Connection to Swan Quarter Sanitary District Wastewater
Collection System prepared by Quible & Associates, P.C. which will be included in this
Application Package.

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Model Summary