IPAC RRRHTE#O') mg, Harnett County Department of Public Hearth
Improvement Permit 26721
A building permit cannot be issued with only an Improvement Permit
PROPERTY LOCATION: SN ct t~PN Q1vCS a
ISSUED TO: SUBDIVISION Z' LOT # 2k,0
NEW REPAIR ❑ EXP SION ❑ Site Improvements required prior to Construction Authorization Issuance:
Type of Structure: Sir fl ~5 "Z 1 C~ tr Crtat. ~aZA\+a~~~ ~r2 EP, MUsY $E
Proposed Wastewater System Type: Put,Q70 L- 1- uO M4 _
Projected Daily Flow: 3 (~)Q GPD VE-T-4 &o ®'''r r t7 P622 Ev G N1 1) CID Ns<2yGl a t\)
Number of bedrooms: 3 Number of Occupants: max
Basement ❑Yes `I<No T~ ~G Faom Qo,.t,,c\ 6 S Ti F-, C3 Er-
Pump Required:Ves ❑ No ❑ May be required based on final location and elevations of facilities 5xc«,~
Type of Water Supply: ❑ Community Public ❑ Well Distance from well 140 feet Permit valid for: Five years
Permit conditions: THIS (:2 -N ~ B(N56sj ant A kneosp,x.. sue,mviic-_o W~ ; } ~WL'C_WtON ❑ No expiration
a ~
Authorized State Agent::
The issuance of this permit by the Health Department in no way guaran ees t e
site is subject to revocation if the site plan, plat, or the intended use changes. The Imp
the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit..
Date: 1Q )1X 1 14 SEE ATTACHED SITE SKETCH
of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This
ve set\t Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of
Construction Authorization
(Required for Building Permit)
The construction and installation requirements of Rules .1950, .1 9S2' .1954, .1955, .1956, .1957, .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:
J aN"
PROPERTY LOCATION: 5 cSZ `~~~s Can,
Facility Type:
SUBDIVISION 5t1E~nrQ,rv $rsv~5 LOT
New ❑ Expansion ❑ Repair
Basement? ❑ Yes 'X No Basement Fixtures? ❑ Yes \CR No p MM
Type of Wastewater System** Qymk' -Ta .1S"Ja v~-~,osv wl `4~ 5utz.G Ol ,0,CQ-Tnitial) Wastewater Flow: 3Qa GPD
(See note below, if applicable
L_'V (I (Repair)
Installation Requirements/Conditions Number of trenches
Septic Tank Size gallons Exact length of each trench feet
Pump Tank Size gallons Trenches shall be installed on contour at a
Maximum Trench Depth of: inches
Q .S r C~N a'' ~d (Trench bottoms shall be level to I /4"
in all directions)
Pump Requirements: ft. TDH vs. GPM
Trench Spacing: Feet on Center
Soil Cover: inches
(Maximum soil cover shall not exceed
36" above the trench bottom)
Aggregate Depth:
Conditions: KC:,E-f ~ V> r z~ c~i c a) d
inches below pipe
inches above pipe
inches total
WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA.
O UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA.
**If applicable: l understand the system type specified is difterent from the type specified on the application. / accept the specifications of this permit.
Owner/Legal Representative _S nature: Date:
This Construction Authorization is subject to revocano a 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 Authorizations s 'ect to comp w1tW44 isi the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH
Authorized State Agent: Date:
Authorization Expiration Date:
f)
HTE# Permit # '4G -1 -0
Harnett County Department of Public Health
Site Sketch
PROPERTY LOCATON: EZMS~ ,,a p~pvE.g
ISSUED TO: 5c)" SUBDIVISION S*~E.<2c~c'~,~1 e,NE LOT # Q,O
Authorized State Agent: st-E S o L v \t Elt- Date: Iba x
1 t-~ 1 s P 1s IV7o ~i~. P ®rJ ~y ~s 5 crc
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February Associates, Inc.
700 OLD OAKS LANE
PHONE (91 9) 545-0785
PITT55ORO NC 27312 www,februarya55ociate5.com
Grade Pressure Manifold
prepared by Kathy Morris
revised 10-24-11
PROJECT DESCRIPTION: Owner wishes to change house footprint & location
from that permitted in 2007 (24346). Additional soils area evaluated by Mike Date: 10/18/2011
Eaker has at least 21" soil for at-grade LPP repair. County: Harnett
ame: John Benson Sr.
P.I.N. Permit #
14523 Mirasol Manor Ct
Oliver Tolksdorf
Tampa FL 33626
Property address:
Phone: contact John Benson Jr.
Subdiv: Sherman Pines Lot#: 20
919-793-8074
DESIGN PARAMETERS
TANKAGE LOCKABLE RISERS RECOMMENDED
LTAR 0.4 gal/sq.ft/day
SEPTIC TANK 1000 gallons
# BEDROOMS 3
with filter
BASEMENT no slab foundation
PUMP TANK 1000 gallons
REPAIR: at grade LPP @ 0.2 gal/sf/day
21 gallons/inch
DIMENSIONS
TRENCHES
SQ. FT 900
WIDTH 36 inches
LINEAR FT 225 at grade, 25% reduction
DEPTH with 6" of approved cover mat'I
240 (actual)
TRENCH FILL accepted media: chambers
TAP SIZE VARIES WITH TRENCH LENGTH.
STONE DEPTH n/a inches
SEE TAP CHART.
STONE SIZE n/a or larger
MANIFOLD & SUPPLY
PUMP CRITERIA _
DIAMETER 4 inches Sch. 80
ELEVATION HEAD 6.90 ft
LENGTH 42 inches (minimum)
DESIGN HEAD 2.00 ft
# OF TAPS 4
FRICTION & FITTINGS LOSS 4.28 ft
TOTAL 13.18 ft
FLOW RATE 33.60 gpm
SUPPLY LINE 125 feet
DOSING VOLUME 116 gallons
DIAMETER 2 inches 2.067
DRAWDOWN 5.5 inches
PUMP AND CONTROLS
PUMP Zoeller N 151
PANEL: Rhombus "Wake County' simplex
1 phase, 115 volts, 6.0 amps
with event counter, elapsed time meter, NENIA 4X box,
separate alarm circuit
other equipment that meets or exceeds the specifications may be substituted. Contact designer if questions.
The plans & specs for this Onsite Sewage Treatment & Disposal System have been prepared according to criteria in North Carolina's rules and
regulations covering onsite systems, to additional county standards (if applicable), and to generally-accepted design principles. February
Associates, Inc. makes no representation regarding soils conditi
ons on this property. LTAR's, trench dimensions, and wasteloads are
determined by the county Health Department (or other soil science professionals) and are included as conditions of the permit. February
Associates, Inc. accepts no responsibility for changes in these plans & specs unless we specifically authorize such changes in advance. If
changes in specifications or locations of components are neede
d, please contact us for assistance in making such alterations before the
component is installed.
Note: February Associates, Inc. accepts no responsibility for handwritten alterations made to these plans by others.
PMSR11
February Associates, Inc.
3h
10/24/2011
Materials
Lot 20 Sherman Pines
This summary of materials includes major components of the system, and is meant to
assist the installer in preparing an estimate. It does not include consumable supplies
(glue, etc.), exaxt numbers of fittings, or materials incidental to standard installation. It
does not include any specified drainage - curtain drains, etc.
septic tank 1000 gallon
effluent filter yes
pump tank 1000 gallon
pump one Zoeller N 151 1 phase, 115 volts, 6.0 amps
gaej simplex Rhombus "Wake County"
floats three with panel mounted on float tree
check valves one 2" diameter 1 in PT
gate valves two 2" diameter 1 in PT 1 at manifold
threaded unions one 2" diameter 1 in PT
supply line 125 feet 2" Sch. 40 LENGTH IS APPROXIMATE
manifolds 42 inch (minimum) 4" diam. Sch. 80, in approved vault
1/2" Sch 40: 3/4" Sch 40: 1 1" Sch 40:
4 1/2" Sch 80: 2 314" Sch 80: 1 1" Sch 80:
flow dividers two
tees v's none
inspection ports 4 If installed outside manifold vault, install as tee, riser, and cap
in each feeder pipe
feeder apes as needed 3" Sch. 40
trenches 240 accepted
fitti__ nPas couplings, tees, elbows, etc. as needed to connect components
cleanouts, valve boxes, etc, as needed to provide access and protection to components
February Associates, Inc.
L~)-)
10/24/2011
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E I HERE. Y CERTIFY THAT THIS MAP IS CORRECT
=PCPCH CURVE TABLE AND THAT THE BUILDING LIES WHOLLY ON THE
P=PAT13 CURVE LENGTH RADIUS BEARING [CHORD LOT AND THAT ALL VISIBLE ENCROACHMENTS
" W=SIDEV'A, y. I M 100.40 3MM S esna'ao' v mo= ON SAID LOT ARE SHOWN HEREON.
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AC=AIR aDtdCjTIONjHG UNIT
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SHAWN T. RUMBERGER, PLS L-4909
DATE
T, IS MAP IS OF AN EXISTING PARCEL OF LAND
AND IS ONLY INTENDED FOR THE PARTIES AND
PURPOSES SHOWN. THIS MAP NOT FOR
ROCORDATION. NO TITLE REPORT PROVIDED.
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SHERMAN PINES DRIVE
50' PUBLIC R/W
P R E L I M I N A R Y
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P[-OT PLAN
PROSECT:
11 -(177 SRMAN PRIM
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