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HomeMy WebLinkAboutWQ0032375_Narrative_20240430Received in Bruns Co Eng Dept 04/26/2024 9:10:29 AM THE BLUFFS ON THE CAPE FEAR PHASE 5 (LOTS 485 - 541) BRUNSWICK COUNTY, NC Narrative and Supporting Documentation Prepared for: BLUFFS INVESTMENT LLC 145 Brookline Drive Pinehurst, NC 28374-7129 (910)639-3218 Prepared by: 4 .MCI _ 243 North Front Street Wilmington, NC 28401 (910)343-1048 Project 907401-0001 (40) April 2024 ASEA Narrative The Bluffs on the Cape Fear: Phase 5 Northwest, Brunswick County April 2024 Modification Public Sanitary Sewer Modification Information: This modification is based upon the as -built condition of The Bluffs on the Cape Fear, Phase 5. The Brunswick County standard was for the last 3 lots on each leg of pressure sewer be on a 1.5" main. However, with the onset of Covid and supply chain shortages, 1.5" diameter LPS main was unable to be found. Therefore, 2" LPS mains were installed to the end of line cleanouts. Line lengths have been adjusted in the attached ASEA form. Record drawings were previously provided; a revised engineer's certification is included in this submittal. Bluffs Investment, LLC proposes to develop 48.92 acres of land located off Dogwood Road (SR 1428) in the Northwest Township of Brunswick County, in North Carolina. This phase (Phase 5) of the development includes Lots 485 — 541(57 single family dwellings) and the proposed Riverfront Park. The nature of this submittal is to modify an existing permit (WQ0032375) for a public sanitary sewer system consisting of low pressure sewer to service the proposed development. Bluffs Investment, LLC will install the low pressure sewer system. Brunswick County Utilities (BCU) will own and maintain the system, and accept the sewer flow from the development (12,470 GPD) into an existing on site pump station which conveys wastewater to their wastewater treatment plant. The proposed low pressure sewer system will consist of 2.0" and 3.0" PVC. It will be installed throughout the development and will ultimately discharge into an existing pump station. Appropriate horizontal and vertical clearances will be provided when proximal to the proposed storm drainage system and the proposed water system. The low pressure sewer system will be certified in accordance with state regulations and the permit conditions. This package includes the Alternative Sewer Extension Application (ASEA 04-16), engineering certification, USGS topographical map, and street level map showing the general project area, and the most recently issued permit (WQ032375 dated March 12, 2024. 078 ° 05' 00.00" W 078 ° 04' 30, 00" W 078 ° 04' 00.00" W 078 ° 03' 30.00" W 078' 03' 00.00" W 078 ° 02 I'll I'll- r. ,.�: _� _--,� ,�I'll �. _+ _.aw ._ .�. 'y` .X...�-�--.,i.`-•�„- _11 1 __ -. — -4: � :- •'r yr• "'' —,.k- =�*• _�' -a�, �'• ;,w � � �-*'.... ^r -• .. AI - - _ .. :i ... ;� ,yr. ..,r -•` .w.�-'r'•� �, � � "`_ d.• -^_„�, ,;,;,, ALI Hood -- _ �TaiNn - BLUFFS �'>d'n� �� z- -. o W DEVELOPMENT BOUNDARY o :::� 1 - x. +� oGmo N N co j_� co PHASE 5 BOUNDARY C) 73 •4 - 56 �t r 6 4 z!' B s say �a `� �� e Z o 0 0 O o o -'� cr) o ` co Ili m Ath , e 1R3 •c 5a •! O i� C ly Z • �� 1l.6 I Z O o 078 ° 051' 00.00" W 078 ° 04' 30.00" W 078 ° 04' 00.00" W 078 ° 03' 30.00" W 078 ° 03' 00.00" W 078 ° 02 SCALE 1:24000 0 1000 2000 3000 4000 5000 6000- 70 c - - FEET • _ r � f s 2019 Microsoft Co l�bration 2019 DigitalGlobe cKNES (20196,istribution Airbus DS 2019 H 0 R � n E v v v v v v o .; 40 0 Yo— m � boa M O N N t UN cD or- = m _1, co N oV t� �o .0MW �Ew m C F U-) 0 n N C m 3 E-d ma ca T� C m � N N fC � �O n