A3_-_CAHA_326598A_SOW_Attch_2_CCC_Cabin_Septic.pdf

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Attached to
REPLACE SEPTIC SYSTEM FOR QTR, 321/323 Federal contract opportunity
Solicitation number
140P5325Q0014
Issued by
Department of the Interior National Park Service Southeast Region

About this file

This technical drawing details a septic system design for a National Park Service project at Cape Hatteras National Seashore. The document includes three primary sections: a typical clean out installation, a basis of design for septic drainfield infiltration chambers, and a specification for a 1,500-gallon concrete septic tank. Key technical specifications include using Schedule 40 PVC for lateral lines, specific installation requirements from the North Carolina Department of Public Health and Human Services, and mandatory post-installation water testing. The drawing provides detailed diagrams for tank configuration, riser placement, and clean out procedures, with notes emphasizing that tanks must be vendor-approved and installed according to state regulations. The technical specifications cover requirements for tank materials, inspection ports, ground placement, and water-tightness verification.

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Sol_140P5325Q0014_Amd_0002.pdf PDF
Sol_140P5325Q0014_Amd_0001.pdf PDF
Questions_and_Answers_0001.pdf PDF
sign_in_3-28-25_0001.pdf PDF
B08_2025_Construction_Clauses_4-1-2025_0001.pdf PDF
Sol_140P5325Q0014.pdf PDF
A1_-_REV_1_CAHA_326598A_SOW_Q321_Q323_Septic.doc DOC document
Construction_Contract_Administration.docx DOCX document
DOL_Wage_Determination.pdf PDF
A2_-_CAHA_326598A_SOW_Attch_1_CCC_Cabin_Septic.pdf PDF

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Text version

INSPECTION PORT

4" diam.

RISER AND LATERAL LINE

SHALL BE SCHED 40 PVC

THREADED SLOTTED PLUG

GRADE

THREADED CAP ASSEMBLY

6" ABOVEGROUND

6"

NOTES:

1. THIS DETAIL SHOWS TYPICAL CLEAN OUT INSTALLATION. THIS DOES

NOT INDICATE SLOPE OF LATERAL LINES. INSTALL CLEANOUTS IN

LOCATIONS AND IN THE DIRECTION OF THE FLOW AS INDICATED IN

THE SCOPE OF WORK AND SITE PLANS.

NOTES:

1. TANKS SHALL BE PROVIDED BY A VENDOR APPROVED BY THE ON SITE

WATER PROTECTION BRANCH OF NC DEPT OF PUBLIC HEALTH AND

HUMNAN SERVICES (NCDHHS) TO MANUFACTURE SEPTIC TANKS.

OTHER VENDORS' TANKS SHALL OBTAIN APPROVAL ACCORDING TO

NORTH CARONLINA GENERAL STATUE CHAPTER 90A ARTICLE 5.

HTTPS://EHS.DPH.NCDHHS.GOV/OSWP/DOCS/RULES/SEWAGELAWS.PDF

2. THIS DETAIL IS TYPICAL. EXACT DIMENSIONS MAY VARY.

SPECIFICATIONS IN THE SCOPE OF WORK SHALL BE FOLLOWED:

STAINLESS STEEL HANDLES, RISERS, ETC PER THE SCOPE OF WORK

3. THE CONTRACTOR SHALL FILL TANK WITH CLEAN WATER AFTER

INSTALLATION TO SHOW WATER TIGHT SEAL. WATER SHALL BE LEFT

IN TANK 24 HOURS TO CHECK FOR LEAKS.

4. THE NEW SEPTIC TANK SHALL BE SET ON FIRM SOLID GROUND

ACCORDING TO 15A NCAC 18E.

SCALE:

TYPICAL CLEANOUT1 1" = 1'-0"

SCALE:

TYPICAL 1,500 GALLON CONCRETE SEPTIC TANK3 NOT TO SCALE

SCALE:

BASIS OF DESIGN FOR SEPTIC DRAINFIELD INFILTRATION CHAMBERS INCLUDING INSPECTION PORTS2 NTS

NOTES:

1. THIS DETAIL IS ONLY TO SHOW THE BASIS OF DESIGN. TRENCHES FOR THE SEPTIC SYSTEM SHALL

BE 36 INCHES WIDE. ACTUAL PRODUCTS FOR THE INFILTRATION CHAMBERS SHALL BE AT THE

DISCRETION OF THE CONTRACTOR. PRODUCTS SHALL MEET THE REQUIREMENTS OF NORTH

CAROLINA ADMINISTRATIVE CODE FOR SEPTIC SYSTEM PRODUCTS AS APPROVED BY NCDHHS.

HTTPS://EHS.DPH.NCDHHS.GOV/OSWP/APPROVEDPRODUCTS.HTM

2. PROVIDE MINIMUM OF 6 INCHES OF COVER ABOVE THE TOP OF THE CHAMBERS.

WYE ACCORDING TO

IBC TABLE 706.3

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Project

AutoCAD SHX Text Date

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text Project Name and Address

AutoCAD SHX Text Firm Name and Address

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text General Notes

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text AT CCC Cabin Q321

AutoCAD SHX Text

46020 CABIN RD

AutoCAD SHX Text

BUXTON, NC 27920

AutoCAD SHX Text

PMIS 326598

AutoCAD SHX Text 12/03/2024

AutoCAD SHX Text As Noted

AutoCAD SHX Text C2

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CCC Cabin 321 323_recover-Septic Details

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