IPAC RHTE# Q9-r z3k Harnett County Department of Public Health 25826
Improvement Permit
A building permit cannot be issued with only an Improveme t Permit
PROPERTY LOCATION: <<~t k 1,
ISSUED TO ~w~ ~ t ~ ~aF+ J- /j ~ . ~c ear r SUBDIVISION s~~ her c •1 , LOT #
NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: cS f" S3
Proposed Wastewater System Type: Felt 5--it r-
Projected Daily Flow: Q GPD
Number of bedrooms: '2 Number of Occupants: max
Basement ❑Yes ❑ No
Pump Required: 2 es ❑ No ❑ May be required based on final location and elevations of facilities
Type of Water Supply: ❑ Community ❑ Public eWell (stance from well 100 feet Permit valid for. [~ve years
T conditions: . 11 4-a..( I s- 9_ . e+
~ Ca"F H. e
c~', El No expiration
~ ~ O 't T ~u ` , Y. -t v 0~~ wj/~ -F' G~.^y GS e
IS , , a -
Authorized State`Agent:: 5, ,c ~'(r}~,~,~~ Date: ;dc` O SEE ATTACHED SITE SKETCH
The issuance of this permit by te ealth Department in no way guarantees the issuance of other permits. The permit holder s responsible for checking with appropriate governing bodies in meeting their requirements. This
site is subject to revocation if 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 T0:e„~; tamesjc~ ~r PROPERTY LOCATION: t`=,
Xw
SUBDIVISION LOT # r~
Facility Type: Q New ❑ Expansion ❑ Repair
Basement? ❑ Yes No Basement Fixtures? ❑ Yes ❑ No
Type of Wastewater System" yc Sf~s4-o'_ (Initial) Wastewater Flow: o~ G GPD
(See note below, if applicable
,C://-. (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size gallons Exact length of each trench feet Trench Spacing: Feet on Center
Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover inches
Maximum Trench Depth -of:- inches (Maximum soil covershall not exceed
(Trench bottoms shall be level to +/-1/4" 36" above the trench bottom)
In all directions)
Pump Requirements: ft. TDH vs. GPM
ri
e
inches below pipe
Aggregate Depth: inches above pipe
e k1t_ 1/ _ inches total
`If applicable: /understand the system type specified is different from the type specified on the app/ication. /accept the rpeciFicationr of thif permit.
Owner/legal Representative Signature: Date:
This Construction Authnmatinn is uthinrt to ravnrntinn if tk..ba I,,, 1,. a a
r r ~•u^b _ _-1~-t"I ~It1V dt1UF[ )1-1 not ue uanslerreo wren mere is a cnange in ownership of the site. This
tonstrucnon Authorization is subject to compliance with the provisions of the laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: E l Date: V 2C- G
Construction Authorization Expiration Date: 2 ? ~!f
92/25/2885 17:28 9195428288
CHA THAf4'U" ! YHkAL ! H
DIMENSIONS OF FILL SYSTEM
WT fe
~ - r
t 1 ~
! r
1 ~
LT= P ft I
I I
! I
l `f
I I
f
1 CO - S in 1
_ r
So= In
WB Ss. b it
DEFIiVI 1M
WT - width of tap
LT - length of top
WB - width of bottom
L13 - length of bottom
LB = a'
_IA
SS - side slope
SD - send depth
CO - cover depth
~crcarcoca tr:ca yl~a4Ll31atS UTA1HP04UJJN1YlSALiH PAGE 01
Guideline For Design and Installation of Fitt Systems wits Convelntiaval Trenches
I- Trench and FBI Specifications
-r 0-
- Soil Texture Group
ft - Length of Fill
_ ..____Spdfsq- ft
- Acceptance Rate
.f it • Width of Fill
240 gpd
- Semse Flow
i ~St sq. R - TOW Fill Area
ft sq. ft
- Trench Bosom
X in. -Depth of Sand
3 ft.
- Trench Width
I.I_eu. yd- Volumes of Sand
_fL
- TOW Trench Length
-111V 1V in. - Depth of Topsoil
- Nmba of Trenches
AT3 cu. Yd. - Vohnnc ofTopeod
7 fl.
- Len* of elsch Trench
Q. Site Preparation
1. Plaice flags at the
4 corners of the area to be filled designated on the improvement
mt
p
Failure to place fill In the permitted area may rm* in the fill having to be moved or the
permit revoked.
2. Do not work when the sift is w+et. Working on soil when wet can destroy soil gruchn
making the site unsuitable ft w a Construction A>< dxm*aatio®.
I Remove all above ground voptabon and row mat from arcs to be filled without rcmovimg
topsoil. Removal of soil can rmdt is revocedon of the permit.
4. Disk the area to be Wed to a depth of 6 inches to break up teat mat.
M. Placement of Fly
1. Add 3 to 4 inches of appmvod sand fill to arra and, disk again to t gay mix the original
soil and the fill. Approved sand fill is a sand or loamy said,
2. Add more sand fill to whiie:ve a vnifw at height of SD (sec diagram) in the middle of the fill
area.
3. The fill SMM be tspexed from the top idle of the fill to the ground m1ace 2 fort from the
boundary of the fill aim The top edge of fill is located 5 feet from the proposed tea.
02/25/2865 17:28 9195428288 CHATHAMCOUNTYHEALTH PAGE 82
4. Six (6) inches of finer textured fill stall be placed over the sand fill and extaand to the
boundary of the fill area, Fear teocturc is nwessary to establish a vcgefttive cover which will
prevent erosion of the fr'lt. Fill used for cover shah be a sandy loaan, loam, silt loam or sand
clay loam Mature. Sec CD won of diagram. Side slope shall be I to 4 except for site
with Soil Texture Group I wtuch can have a side slope of I to 3.
S. Contact Health Deparament fbr ltes OMOn of fill before co> c
Construction Authorization must be obtained before pro eeeding. ting Mmhes A
IV. Trench Construction
1. The outside edge of any trench shall be 5 feet from the top of the side slope of the fill.
2. This system is designed with q trmcha which are 10 ft long and 3 R wide.
Trenches must have a spacing off ft on canters.
3- Trench bottoms shall be no deeper than l 8 inches below fib grade of the fdL
4. Trench bottoms Shalt be construes lave!.
5. Distribution boxes shalt be located S fat from de top edge of the fill.
6. Call the Health Dep wftne t fOr *Mgion aftar the tenches arc finished.
V. Landscaping
1. Tbc fill must be shaped to sired surface water and shall be stabilihed with grass of other
suitable cover to prevent erosion.
2. Vegetation must be maintained after established. Gras must be mowexl.
3. Additional fill beyond what bras alrcady been spaified may be necessary to cover and
landscape around the septic tank.
4. C&H the Health meat for ikon after WW" ft t is complete. Ile Operation
Permit allowing use of the system is issued at this time..
002/25/2005 17:20 9195428288 CHATHAMC OUNTYFEALTH PAGE 04
Total volume of fill (TVF)
Calculation of Fill Volume
TVF = ( (LT + LB) /2 X CWT + WB) /2 ] X TFD
( _Fr. + _U_FT. ) /2 X FT. + J~16_FT. ) /2 ] X -L _Fr.
CU. FB'I'.
(DIVIDE BY 27 CU. FT. TO OBTAIN CU. YDS.)
_11~_ CU. YDS.
Total volume ofmand (TVS)
TVS=j(LT+LS -4)nx(wT+WB-4)/2]xSD
= t (-P -Fr. + 12 FIT- - 4) /2 x { ~ Fr. + = F'r_ - 4) t x r.
it 4y CU. Fr.
(DIVIDE BY 27 CU. FT. TO OBTAIN CU. YD9.)
= !If CU. YDS.
Total volume of cover (TYC)
TVC - TVF - TVS
M. YD. - -IV-CU- YD.
=,1r .,CU. YD.
Hey to abreviadons:
LT - length oftop
LH - length ofbottom
WT = width of top
WB = width of bottom
TFD =total fill depth
=SD+CD.
SD = sand depth
CD = cover depth
Sheetl
Brinkley Road Lot
System Tap Chart
Bench Mark
is= 100.00
Location of BM
Elevation Head
7.00
Purnp tank elev.
1
99.00 Pimp elev. 94.00
Manifold elev.
101.00
line
color
rod read
Elevation length hole size
flow/tap
gal/day
trench area
LINE LTAR
1
NF
0.00
100A0 70 1/2in SCH 40
7.11
60.00
210
0.2857
2
NF
0.00
100A0 70 1/2in SCH 40
7.11
60.00
210
0.2857
3
NF
0
100.00 70 1/2in SCH 40
7.11
60.00
210
0.2857
4
NF
0.00
100.00 70 112in SCH 40
7.11
60.00
210
0.2857
total
feet = 280 gaUmin = 28.41
% of Dose Vol.
80
Des. Fknv 240
Dose Volume
145.60
Pump Run= 8.44
Dose Pump Time
5.12
Tank GaIJIN 21
Drawdown in Inches
6.93
4 lines are to be installed in approved fill material (mound system).
LTAR = 0.3000
LTAR + %6 0.3160
(Itar Wl [NOV) 0.4000
(Itar W/ INOV + 6%; 0.4200
Page 1
Pugh Builders
Brinkley Road
2-Bedroom System
Brinkley Road
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140'
System: 24" Mound (Fill System)
Lines: 1-4, (280')
No further reduction
0.3 Soil LTAR
12" Trench Bottom (in mound)
Repair; 24" Mound (Fill System) UN
Lines: 5-8 (280')
No Further Reductioin M
12" Trench Bottom (in mound) Proposed House
0.3 Soil L T A R Location
wKeep all fill Material at least
10' from property lines,
System
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GRAPHIC SCALE
1 " = 60'
140'
60 0 60 120
MINNNIMI
U0
m
1000 ~r
gallon
Pump Tank
1000 gatton
vqSeptlc Tank
Vrovha-Uy sAtow.
SONS USN. wat.r thM
E1' to " n_Ovt pky
r.StMC" hort-
Central Carolina
Soil Consulting
919-569-6704
Pugh Builders
Brinkley Road
2-Bedroom System
Brinkley Road
System: 24" Mound (Fill System)
Lines: 1-4, (280')
No further reduction
0,3 Soil LTAR
12" Trench Bottom (in mound)
Repair: 24" Mound (Fill System)
Lines: 5-8 (280')
No Further Reductioin
12" Trench Bottom (in mound)
0,3 Soil LTAR
*Keep all fill material at least
10' from property lines,
gallon
> Tank
gallon
tic Tank
M+br"Y .atom.
li w.. C.-t- it-
t.
ItHc"W" Ppttons.
140'
GRAPHIC SCALE
1 60'
Central Carolina
60 0 60 120 Soll Consulting
919-569-6704