Here you go, Becky.
And, questions:
Is there adequate repair area for a new leach field?
Are there funds in place to provide with replacement or repairs of the system?
Where are the wells? Also shared, or separate? Proximity to the leach field and repair area?
https://ehs.dph.ncdhhs.gov/oswp/docs...es-08-2017.pdf
North Carolina Department of Health and Human Services
SECTION .1900 - SEWAGE TREATMENT AND DISPOSAL SYSTEMS
Page 25/74
(2) Septic tanks for large residences, multiple dwelling units, or places of business or public assembly
shall be in accordance with the following:
(A) The liquid capacity of septic tanks for places of business or places of public assembly with a
design sewage flow of 600 gallons per day or less shall be determined in accordance with the
following: V = 2Q; where V is the liquid capacity of the septic tank and Q is the design daily
sewage flow. However, the minimum capacity of any septic tanks shall be 750 gallons.
(B) Individual residences with more than five bedrooms,
multiple-family residences, individual
septic tank systems serving two or more residences, or any place of business or public
assembly where the design sewage flow is greater than 600 gallons per day, but less than
1,500 gallons per day, the liquid capacity of the septic tank shall be designed in accordance
with the following: V = 1.17Q + 500; where V is the liquid capacity of the septic tank and Q
is the design daily sewage flow. The minimum liquid capacity of a septic tank serving two or
more residences shall be 1,500 gallons.
(C) Where the design sewage flow is between 1,500 gallons per day and 4,500 gallons per day,
the liquid capacity of the septic tank shall be designed in accordance with the following: V =
0.75Q + 1,125; where V is the liquid capacity of the septic tank and Q is the design daily
sewage flow.
(D) Where the design sewage flow exceeds 4,500 gallons per day, the septic tank shall be
designed in accordance with the following: V = Q; where V is the liquid capacity of the septic
tank and Q is the design daily sewage flow.
(E) The minimum liquid capacity requirements of Subparagraph (b)(2) of this Rule shall be met
by use of a single two-compartment septic tank or by two tanks installed in series, provided
the first tank is constructed without a baffle wall and contains at least two-thirds of the total
required liquid