IPAC R w/ attachmentHTE# 07-s= 2aI-161k Harnett County Department of Public Health 2 5 61 2
hDrovement Permit
A building permit cannot be issued with only an Improvement Permit
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LOT # 3
NEW
REPAIR
EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure:
M
7o,
Proposed Wastewater System T e:
e 11 r e W
Projected Daily Flow:
GPD
Number of bedrooms:
3
Number of Occupants: max
Basement ❑Yes
NCI o
Pump Required: ❑Yes
❑ No
D?"May be required based on final location and elevations of facilities
Type of Water Supply:
❑ Community
❑ Public ❑ Well Distance from well feet Permit valid for.
?_'Five years
Permit conditions:
❑ No expiration
Authorized State Agent:: 0_ w Date: 2 n 0~ SEE ATTACHED SITE SKETCH
The issuance of this permit b ealth Department in no way guarani es the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This
site is subject to revocation 0 the site plan, plat, or the intended use changes. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of
the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit.
Construction Authorization
(Required for Building Permit)
The construction and installation requirements of Rules .1950, .1952, .1954, .195S, .1956, .1951, .1958, and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordance
with the attached system layout.
ISSUED TO: Aoa j t - Wfi yo_e. / IVd C KiI~r+ PROPERTY LOCATION: .X 4t. lecl,
SUBDIVISION Csrol-e, LOT #
Facility Type: A rat New ❑ Expansion ❑ Repair
Basement? ❑ Yes 0;,*"NO Base t Fixtures? ❑ /Yes ❑ No
Type of Wastewater System" ; d ~trS7~CV"' (Initial) Wastewater Flow: JL b GPD
(See note below, if applicable
C~ T ~e (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size 000 gallons Exact length of each trench -7Q feet Trench Spacing: Feet on Center
Pump Tank Size 1000 gallons Trenches shall be installed on contour at a Soil Cover. inches
t ^e-e `l r d Maximum Trench Depth of: inches (Maximum soil cover shall not exceed
(Trench bottoms shall be level to +/-1/4" 36" above the trench bottom)
in all directions)
Pump Requirements: ft. TDH vs. GPM inches below pipe
c- r
Aggregate
` inches total
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**If applicable: /understand the system type specified is different from the type specified on the app/ration. / accept the specifications of this permit,
Owner/Legal Representative Signature: Date:
This Construction Authonzaaon is subject to revocation if the site plan, plat, or the intended use changes. The Construction Authorization shall not be transferred when there is a change in ownership of the site. This
Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disonml and m rho rnoditim, of this -4 C6F ATTArurn CITC (YGM
Authorized State Agent: f Date: ~o
onstruction Authorization Expiration Date: ~S°" 0~
HTE # g- - - r,Zy C t f- Permit # a 5- I 2
Harnett County Department of Public Health
Site Sketch
PROPERTY LOCATON:
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ISSUED TO:
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SUBDIVISION
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Authorized State Agent:
Date: Q/V /2 0 0 9
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(1) Fill systems may be installed on sites where at least the first 18 inches below the naturally occurring soil
surface consists of soil that is SUITABLE or PROVISIONALLY SUITABLE with respect to soil structure
and clay mineralogy, and where organic soils, restrictive horizons, saprolite or rock are not encountered.
Further, no soil wetness condition shall exist within the first 12 inches below the naturally occurring soil
surface and a groundwater lowering system shall not be used to meet this requirement. Fill systems shall
not be utilized on designated wetlands unless the proposed use is specifically approved in writing by the
designating agency. The following requirements shall also be met:
(A) Nitrification trenches shall be installed with at least 24 inches separating the trench bottom and
any soil horizon UNSUITABLE as to soil structure, clay mineralogy, organic soil, rock or
saprolite. However, if a low pressure pipe system is used, the minimum separation distance shall
be 18 inches.
(B) Nitrification trenches shall be installed with at least 18 inches separating the trench bottom and
any soil wetness condition. This separation requirement for soil wetness conditions may be met
with the use of a groundwater lowering system only in Soil Groups I and II, with SUITABLE
structure and clay mineralogy. However, if a low pressure pipe system is used, the minimum
separation distance shall be 12 inches.
(C) Systems shall be installed only on sites with uniform slopes less than 15 percent. Storm water
diversions and subsurface interceptor drains or swales may be required upslope of the system to
divert surface runoff or lateral flow from passing over or into the system.
(D) The long-term acceptance rate shall be based on the most hydraulically limiting soil horizon
within 18 inches of the naturally occurring soil surface or to a depth one foot below the trench
bottom, whichever is deeper. The lowest long-term acceptance rate for the applicable soil group
shall be used for systems installed pursuant to this Rule. However, the long-term acceptance rate
shall not exceed 1.0 gallons per day per square foot for gravity distribution or 0.5 gallons per day
per square foot for low-pressure pipe systems installed on sites with at least 18 inches of Group I
soils below the naturally occurring soil surface or to a depth of one foot below the trench bottom,
whichever is deeper.
(E) If the fill system uses low-pressure pipe distribution, all the requirements of Paragraph (a) of this
Rule, except Paragraph (a)(2)(B), shall apply. Systems with a design daily flow greater than 480
gallons per day shall use low-pressure pipe distribution.
(F) Fill material shall have such soil texture to be classified as sand or loamy sand (Soil Group I) up
to the top of the nitrification trenches. The final six inches of fill used to cover the system shall
have a finer texture (such as Group II, III) for the establishment of a vegetative cover. Existing fill
material shall have no more than ten percent by volume of fibrous organics, building rubble, or
other debris and shall not have discreet layers containing greater than 35 percent of shell
fragments.
(G) Where fill material is added, the fill material and the existing soil shall be mixed to a depth of six
inches below the interface. Heavy vegetative cover or organic litter shall be removed before the
additional fill material is incorporated.
(H) The fill system shall be constructed as an elongated berm with the long axis parallel to the ground
elevation contours of the slope.
(I) The side slope of the fill shall not exceed arise to run ratio of 1:4. However, if the first 18 inches
below the naturally occurring soil surface is Group I soil, the side slope of the fill shall not exceed
a rise to run ratio of 1:3.
(J) The outside edge of the nitrification trench shall be located at least five feet horizontally from the
top of the side slope.
(K) The fill system shall be shaped to shed surface water and shall be stabilized with a vegetative
cover against erosion.
(L) The setback requirements shal I be measured from the projected toe of the slope. However, if this
setback cannot be met, the setback requirements shall be measured from a point five feet from the
nearest edge of the nitrification trench if the following conditions are met:
(i) Slope of the site shall not exceed two percent;
(ii) The first 18 inches of soil beneath the naturally occurring soil surface shall consist of
Group I soils;
(iii) The lot or tract of land was recorded on or before December 31, 1989; and
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Standard Yroceaures 1!
1. Fill material'shall be applied in two stages,
a. Initial ill material shall have such soil texture
as to be lassified as sand or loamy sand (soil
Group I) tnd shall be applied to a depth of ( lswhich will be level with the top of the
n it rif ical ion trenches. See ID on Mound Dimension
Section.
b. The final 6" of fill used to cover the system
shall be placed on the mound after the system is
installed, have a finer texture and be classified
as sandy loam, loam, silt, silt loam, sandy clay
loam, clay loam or silty clay loam (soil Groups II
and III) for the establishment of vegetative
cover. See CD on Mound Dimension Section.
2. The fill material and the eiisting soil shall be mixed
to a depth of 6" below the interface.
3. Heavy vegetative cover or organic litter shall be
removed before fill material is incorporated.
4. ( Proceed nitrification field installation
{ Inspection of mound prior to installing
drainfield.
5. Have inspection approval prior to covering and finish
grading.
~6. The fill system shall be shaped to shed surface water
and shall be stabilized with a vegetative cover against
erosion. This shall be accomplished by placing straw
and grass seed on the system after landscaping is
completed.
Remarks/Recommendat ions ~qs 01-- l
Name , ! = 1.4--Q- P ~
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Date. 2`+ /1111
Telephone , £1110 S Ll ' CY
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