HomeMy WebLinkAboutSWG2023-00280 - SWG Application / Design - 6/29/2023 564
MASON COUNTY 415"6THELTON: ,SHE7-967 ,EXT 400
a
T H STREET,
360 275-96.q EXT 400
BELFAIR:360-275-4467,EXT 400
; _ i1 Public Health & Human Services ELMA:360-482-5269.EXT 400
FAX:360-427-7787
On-Site Sewage System Permit: SWG2023-00280 C
APPLICANT Estrada & Buckner Phone:
Address: 11659 SE Black Rd OLALLA,WA 98359
OWNER PETERS MEGAN LEA&TERRY CARL Phone:
Address: PO BOX 1755 ALLYN, WA 98524
SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255
Designs Inc.
Address: 171 E VUECREST DRIVE UNION, WA 98592
Site Address: 361 e McClane Cove Dr
Primary Parcel Number: 121073250300
Permit Description: New SFR-3BR OSCAR X02
Permit Submitted Date: 06/29/2023
Permit Issued Date: 10/12/2023
Issued By: Jeff Wilmoth
Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system).
Permit Expiration Date: 07/11/2029 (based on[late of lnsoecllonl
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drain field installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/healthlenvironmental/onsiteloss-inspection-request.php or call:
360-427-9670, extension 400.
—OFFICIAL USE ONLYAn - --
MASON COUNTY ( '2Pkr ' 13
5 - 0m
COMMUNITY SERVICES o y
bl Health ICEDHEEnty HealthiEnv unoecal HE>;h a H ,.. ee, SWG ab13 -(56Z-80 y 0y
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17
ON-SITE SEWAGE SYSTEM APPLICATION
mm a
APPLICANT P'O1E mr
Carlos Estrada & Rick Buckner (360) 473-6006 z
MAILING ADDRESS-STREET CUT.SAT`_.G P CODE 3
11659 SE Black Rd Olalla, - WA 98359 m
SITE ADDRESS.STREET.G'T T.ZIP CODE
361 E McClane Cove Dr Grapeview Dr 98546
NAME OF DES.GEED E I N
Arrow Septic Designs, Inc I (360) 898-2255
NAME OF KS':LER 'ONE a I -a
y O
RN'.'MIMEReMao,e1 50L 5
W RES OENTIAL OSS 6COMMUN,TY 055 ICOMMERC.t OSG RP 6 PP Te NDIJIDUE HE P.PRIVATE TNO-PARTY WSL 2 i
: ( PUBJC+SAVER SESIEE
TYPET 0.NARK lsee<La y
WI NEW CONSTRUCTION,UPGRADES 5 REPAIR I REPLACEMENT DruER D Szc am, e,2E0,I 0 TABLE IX REPAIR IG1
SUBBMMETTALS p 0 URFnCING SEWAGE 0 EX STING FAILURE ❑SHORELINE
14DESIGN FORM(REOLIRED IKSEPOIC DESIGN!REOUIREDI a _. m IN
O
C
LLV44VER{SI OE APPLICABLE) 3 501. Acre o (,
ri
DIRECTIONS TO SITE AND SITE CONDTIONS.tex ltc ea Q Ie)
Take Highway 3.Turn right onto E Grapeview Loop Rd. Turn left onto E McClane Cove Dr. I o
Driveway will be on the left with "361 E McClane Cove Dr" written on a yellow sign. o I co
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co
SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST MOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I 0
OFFICIAL USE ONLY(IL O i THIS LW( - ---
UPGRADE/EAIJRE SOURCE(T macOn9 EH rcosesl
❑VOLUNTARY 0 MAINTENANCE I PUMPING O BUILDING PERMIT ❑HOME SHEE ❑OOMPLAWT ❑OTHER.
I INSPECTOR SOL LOGS / COI.,VFT:v=CONO TOY
1 '1 A7 •`
I
SOIL CODES CONS N -T.a._ ..REPORT
VERY G.GRAVELLY5-SAED L- O' . S-SILT C HEIDE E-E.I BCSL' R=u00-E • OUiRE e.- L.A RObn.
N RECTOR SIGNATURE D 1 A - C C X RAI ION DATE PLI A I V O E ISSUED B" D--E
i dnd�1 "l \ 2� 1 -ll �4 ` 4r A. 10 '12:2,3
I M MAY BE SCANNEDANO AVAILABLE FOR PUBLIC VIEWON THE MASON COUNTYWEBSITE I EVSE:1N2'"5
DESIGN FORM—PAGE ONE Assessors Parcel Number: 1 2 1 0 7 — 3 2 — 5 0 3 0 0
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated e Scaled layout sketch,including all applicable items on checklist
"Scaled plot plan.including all applicable items on checklist. s Cross-section sketch including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.19¢nmum paper size II X 1
b s'-w '3"f'. _ `l?c, a :_. - eKic `TCATION _ _.
�""` 7 3 y C20el`" -\ Arrow Septic Designs, Inc
Permit Number: 6Wd Es Oda-- V Designer's Name:
Carlos Estrada&Rick Buckner (360)898-2255
A IlcantS Name: Designer's Phone Number:
PP 171 E Vuecrest Dr
Mailing Address: t 7659 SE Black Rd Designer's Address:
pialia.
WA 98359 Union. WA 98592
State Zip
CityCitySState Zip Cit) ,-e.p. .ri'>
sY .';. n-� �$�6#k`£4Bh6fE1"ERS• "`.
NA . .w-v.n �. .
Treatment Device
0 Glendon Biofilter ❑Sand Filter 0 Mound ❑Sand Lined Drainfield 0 Recirculating Filter.Type:
Si Aerobic Unit Make'MoCeI
OSCAR X02 ❑ Disinfection Unit hlakNbtodel Other:
Drainfield Type farsr—G-r3/49C
❑Gravity IRlf Pressure ❑Trench
0 Bed Fe S..b Sksfaee Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms
3 Schedule/Class Netafirn .42 gph
270 gpd Length 25 ft
Daily Flow:Operating Capacity
Daily Flow:Design Flow
360 gpd Diameter .66 in
Number 6 1,000-
Septic Tank Capacity(working) X02 gal
Receiving Soil Type(1-6) 5 Separation .5 ft
Receiving Soil Appl.Raze 0.4 gpdrfrs Orifices
Required Primay Area 900 g" Total Number of Orifices 50 x 6=300
Designed Primary Area 900 ft' Diameter emitter in
Designed Reserve Area 900 ft2 Spacing 6 in
TrenchiBed Width 20 ft Manifold
Trench'Bed Length 45 ft Schedule/Class 40
Elevation Measurements Length 45 ft
Original Drainfield Area Slope 5 % Diameter 1 in
New Slope.If Altered 5 % Preferred manifold configuration used? 2e Yes 0 No
Depth of Excavation UPeluee — in Transport Pipe
from Original Grade Down-slope — in Schedule/Class 40
Designed Vertical Separation 14+ in Length 90 ft
Gmvelless Chambers Required? 0 Yes g No D Optional Diameter 1 in
Pump Required? g Yes D No Dosing and Pump Chamber
Pump/Siphon Specifications Number f doses/day 411
DPI.in Elevation Between Pump&Uppermost Orifice 12 fr Dose qua ri,) 89 gal
Drainfield Squirt Height( Selected Residual (head)
ft Chamber Capacity (flood) 2-comp- 1,000 min gal
t6Lower than PumpShutoff Pump controls:Please check those required.
Uppermost Orificetlre Hire Head gTimer Ct'Elapse Meter 'Event Counter
Capacity @ Total Pressure 6.2 gpm 3 min
Calculated Total Pressure Head
14.06 ft If Timer: Pump on 30 sec .Pump off
Comments P P R O r.'-' qy
(t 2L'.0 i
,J E f,'
DESIGN FORM—PAGE TWO Assessor's Parcel Number: l 2 1 0 7 — 3 2 -- 5 0 3 0 0 •
Permit Number: SWO
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
• Test hole locations ll Diainfleld orientation and layout Reference depth from original grade:
g Soil logs lif Trench/bed dimensions and R1 Septic tank
Iill Property lines critical distances within layout 2' Draintield cover
g
121 Existing and proposed wells D-Box'VaIve box locations Reference depth from original wade
within 100 R of property HI Septic tank.'pump chamber and restrictive strata:
® Measurements to cuts. banks,and locations 61 Laterals,trench/bed,top and
surface water and critical areas 61 Observation port location bottom
O Location and orientation of 2' Clean-out location 0 Curtain drain collector
curtain drain and all absorption Iii Manifold placement 2' Sand augmentation
components
g Orifice placement Other cross-section detail:
EZ Location and dimension of g Lateral placer e nt with distance 17j Observation ports/clean-outs
primary system and resent area to ed of b
• Buildings Other Information
61 AL m referenced Yes No
RI Direction of slope indicator g viti pwn on scale d ❑ Design staked out
O Waterlines till), ❑ l 'Recorded Notices attached
• oI •..4aNs{�
0 Roads,easements. driveways, *fi?a• ❑ g Waiver(s)attached
parking 4s RI 0 Pump curve attached
• North arrow and scale drawing -.a saoo„o 0 is Evaluation of failure
N 4'
PAULA JOY 'a" l
shown on scale bar cXtc'CNrv.^-'Eti DCSIGNEH" I? Non-residential justification
Rt.-ccsz 7'
owes o@'�aii �e ❑ Di Waste strength
❑ 13j Flow
DESIGN APPROVAL
The undersigned designer must etotifled by installer at time of installation g Yes 0 No
Signature of Designer Date
The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in
compliance with state and local o -s to regulations:
En ire en al Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped"Approved' by Mason County Public Health. �(J
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: - 1 t ..✓`(p
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date: L2.7/2015
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OSCAR-X02 at-grade drip design calculations
Friction Loss Calculations:
F= L(Q/K)1_es
F=friction loss through pipe in feet of head
L=length of supply line in feet
Q= Flush GPM
K=47.8 (1" sch 40 PVC pipe)
(Table 2) Hydraulic Layout*0S-50 coils*
Design Flow Total Coils it of lats Coils per lat Dose GPM Flush GPM Excess TDH
240 4 4 1 1.4 7.8 50'
300 5 5 1 1.75 9.75 50'
360 6 3 2 2.1 6.2 50'
450 8 4 2 2.8 9.2 50'
480 8 4 2 2.8 9.2 50'
600 10 5 2 3.5 11.5 50'
Coils must be arranged in a single line
F=90 (6.2/47.8)1-e5
F=2.06
Total Design GPM= Flush GPM =6.2(from chart)
Total Head =Friction Loss+Elevation from Pump Tank to OSCAR Coil Dra infield
Total Head=2.06+12=14.06(14.06<50'excess TDH—OK)
Factory Timer Settings:
1,440 minutes per day/411 doses per day=3.5 min per dose cycle(incl. on &off)
From Factory: 30 seconds On &3 minutes Off
pPPROVE " <` " ,
OCT 1 2 2023 """a
MASH COUNT)"E^ i W F'_n-A C-.' A.Q
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Y'2" PAULA JOYJ 11alaV
OCHRES 1
OSCAR at-grade drip drainfield design calculations
Basal Area Calculations:
Base Design Criteria: 360 gpd design flow,soil type 5 (0.4 gpd/ft2), sloped site (>5%slope)
Basal area required=daily design flow+soil loading rate
360 gpd+0.4 gpd/ft2=900 sq.ft.
Coil length=6 coils @ 5'diameter (6 x 5'= 30')with 18" coil spacing 5 x 1.5=7.5' = 37.5'
Minimum shoulder width @ 6" (2 x 6" = 1') = 1'
Minimum side slopes at 1 : 1 slope @ 6" (2 x 6" = 1') = 1'
Minimum basal area length=coil length+shoulder widths+ side slopes =37.5' + 1' + 1' =39.5' ...use 45'
Basal area width= required basal area÷minimum basal length=900 sq.ft.=45' = 20'
Basal area dimensions=45'x 20' (900 s.f.)
Media:
OSCAR drainfield:ASTM C-33 sand media: as per Washington Department of Health's Recommended
Standards and Guidance for Intermittent Sand Filters.
Supplies/Control Panel:
• OSCAR X02 Control Panel: The LF1P-RF-AR or ARA control panel shall be used to operate the
timed dosing sequencing of the OSCAR-X02. Timer settings for the OSCAR-X02 are short and
very frequent(3 minutes off and 30 seconds on). The supply line needs to drain between doses,
so the "on time" may need to be increased to compensate for filling the supply line prior to each
dose.
Each VE OSCAR-X02 unit will include: P p R
• LF1P-RF-ARA control panel
• LOT-30, 1/2 hp, 120 volt pump OCT i 2 2023
• Hi-Blow Aerator, HB-E0(80liter/minute) J�h -U o ✓
J I
• Hi-Blow diffusers • 05-50 or 05-100 Coils �r
• PVC fittings and drip tubing adapters s+• Q
• HWN-.7-RF automatic headworks
• Solid 'A inches poly tubing for connections a :., _
.q
• 2 float switches "'��` Q 2%- <
R S cos- l �
Headwork$: HWN-.7-RF
• V.inches Arkal disc filter, mesh, 130 micron
• %inches Arad flow meter
• Three oil filled pressure gauges(0-100 psi)
• 5 Netafim normally closed solenoid valves(Model 80)
OSCAR Cover Options:
There may be a desire to cover the OSCAR with something additional to the specified ASTM C-33 sand.
The intent is not to have too much additional cover over the final C-33 sand layer. Placing too much
cover will inhibit plant root growth. Because the C-33 sand is sub-surface irrigated,grass and other
ground cover will grow rapidly,forming a firm protective cover over the OSCAR.At the end of the first
growing season the C-33 sand layer will be as firm as native soil to walk on.
Cover Options include:
• Landscaping jute mat with grass seed or ground cover plantings
• Thin layer of mineral soil low in organic content(<10%organics)
• Thin layer of crushed or washed rock for wind erosion protection
• Thin layer of bark or wood chips
Do Not Cover C-33 Sand drainfield with:
• Organic mix(manufactured top soil from compost)
• Filter fabric
OSCAR authorized dealer supply kit contact info:
• H.D. Fowler, contactJacob Gober or Dennis Groff, phone: (360)459-7300
• Ferguson Waterworks (Silverdale) contact Zach or Daryl 360-697-1510.
• Iconix Waterworks, (Tumwater)office (360)539-7518
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X02 Tanks
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Treatment tank Discharge tank
Introduction:
The OSCAR-X02 treatment system is comprised of two systems: the X02(a septic
chamber, aeration chamber, clarifier, and pump chamber) and the OSCAR: coils, C-33 sand,
reverse flush headworks, and control equipment.
Wastewater is collected in the septic chamber where gross solids are separated.The
waste stream is aerated in the aeration chambers. Aerated effluent passes though the
clarifier then into the pump chamber.The expected waste strength will be 30 mg/I CBODS
and 5 mg/I TSS. Effluent is dosed through a 120 mesh disc filter to OSCAR coils,installed in
ASTM C-33 sand. Effluent discharged from the coils is treated by the sand prior to infiitrating
into the receiving soil. Final discharge is expected to reach 2 mg/I CBOD, 1 mg/I TSS, and 36
FC/100 ml of effluent, meeting Treatment Level A. The X02 tanks can only be used with
OSCAR co =. APPROVE
OCT 1 2 2023
M SON 000lT p
JBW
Design:
The single family residence packages are designated as: 0SX02-240,
05X02-300, 05X02-360, 05X02-450, 05X02-480, and 05X02-600 and have the
corresponding design flows of 240, 300, 360, 450, 480, and 600 gallons per day.
The 05X02-240, 300, 360, 450, and 480, are standard packages. Design flows
greater than 480 gallons per day are considered custom and will require design
assistance from Lowridge Onsite Technologies, Inc. For the standard single family
residence OSCAR-X02 package parts list see the appendix. The X02 can only be
used with OSCAR coils. All tanks must be approved by Washington Department
of Health.
An OSCAR-X02 is two technologies combined together as one. The system
can be designed in increments of flow up to 3500 gallons per day. The OSCAR has
different sizing criteria than the XOz. The X02 is designed in increments ranging
from 500, 750, 1125, 2250, 3,000, to 3,500 gallons per day (see Table 1-2). The
OSCAR is designed in increments of 62.5 or 125 gallons per coil per day, depending
on coil model (see Tables 2 and 3). Consequently, a design for a 7 bedroom system
(840 gpd) would incorporate a 1125 gallon per day X02 plus 14 05-50 OSCAR coils
(875 gpd).
X02:
Treatment Tank: The partition wall between the first and second
compartment of the treatment tank must have a 4 inch by-pass hole or the bottom
of the tee baffle located between 40% to 60% of the liquid depth.
Discharge Tank: The patrician between the first and second compartment of
the discharge tank must have a 4 inch by-pass hole located at least 18 inches
above the floor of the tank and no more than 27 inches between the bottom of the
by-pass hole and floor of the tank. Recommended hight is 18 inches, if possible.
Table 1-2
. '• _-,..ate,,.. ..._
-= 660-670 330-340 660-670 330.340 80 Vm
000 500 1,000 500 120 1/m or more
- o 1,500 750 1500 750 180 Vm or more
3,000 1,500 3,000 1,500 360 Vm or more
ISS4
4,000 3,000 4,000 2,000 480 Vm or more
4,500 3,000 4,50D 3,000 560 Vm or more
APPROVE
to m, I , OCT , 0 2o23
p ng N COUNTY Fp ;r.l-:_ ,
.A 6w
SUBMITTAL DATA SHEET
Thermoplastic
1 i
Reinforced Thermoplastic motor bracket anddsharge with bol ngude nearirg This 112 HP pump has a stainless
steel top bearing and motor coupling.These are assembled with cur 4 v McDs-ald stainless steel motets.Two wire
single phase models include pump.motor.and :0 leac.
This four inch submersible is supplied with grounded leads meeting the National Electrical Code iN EC)soeci`'catio S
The performance curve below will assist you in chops r,g the pump that meets your needs.
MODELS I E-3O GPMlel
00 1----
E - 30 GPM B
300 a , .r
If2hP I22Ff • 53P.S.I. 5 _
200 __.-___—
FFusM
454A6ESF
Dose
Simplex 0 5 10 15 20 25 30 35 40
Duplex 0 ID 20 30 40 50 60 70 BC
Fourplex 0 20 40 60 80 100 120 140 160
FLOW GPM
Specifications
LOT-30 112 P'astic 115 - 033 3 53 23
McDonald
' SUBMITTAL INFORMATION
- Stainless steel pump shell and pump shaft -' d h, 7 Y McDonald submersible-motors 12 HP
- Reinforced Thermoplastic diffusers and impellers - _1/a CVO Discharge
- Thermoplastic intake screen and cable guard
NO-LEAD:The weighted average of the wetted surface of ths no-lead product contactee by consumable water contalrs less than one quarter of one
percent(0.25%)lead.
P.O.Box Onsite Technologies, Inc. Fall Free. l-3 -176-8823 oscarensite coetech tom
P.O.Box 1179 Fax 1-d2n-335-3622 ascaransitscam
Lake Stevens.WA 98258
AY.McDonald considers the Matmatien on-his=septaarse es cermetseer sua slide dem der .o._s_ 1 a nod-et e.
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I
Panel Wiring Diagram _ Facto/inns
FiN1 W re
Model LF1P-RF-ARA
Quote#013023DC3
From Min Paver Panel
120VAC.10.60 Hz.
Main disconnect
1.1 provided dv deters.
GND gyp_ PUMP
S. IICI 2<OVAC IE
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3.22
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3 26
a OCT 2 2023 )'
321 J,
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Page 3,
er
ammo Septic fDe�ign6s '. "��,
1-:I
OSCAR X02 Pretreatment : a M '- .i
IN INr
STALLATION& MAE�'ANCE q=' c„uu, r ox ison '
OSCAR At-Grade Drip Distribution Systems «CEN Ea ba51GN �t K.f,•
1. Installers must attend OSCAR X02 training and be certified by Dave Lowe at Low Ridge
Technologies(www.lowridgetech.com)prior to installing this system.
2. Installer must review OSCAR X02 installer manual prior to system installation.
3. OSCAR X02 supply kits are available through LowRidge Technologies approved suppliers only.
4. The Treatment Tank and Discharge Tank must both be 2-compartment, State approved and sized
per the OSCAR X02 manual and the onsite wastewater treatment system designer.
5. OSCAR Sand media must meet or exceed ASTM C-33 standards.
6. Install drainfield level with contour of the ground.
7. Install drainfield during dry weather and soil conditions;any soil smearing must be eliminated by
hand raking.
8. Tanks must have risers to the surface as required by Mason County to ensure easy access for
future operation and maintenance.
9. Headworks must be in boxes accessible from the surface for future operation and maintenance.
10. Ensure any trees and shrubs are removed,grass is cut short and then scarify surface of ground in
drainfield area to prep for drainfield.
11. Ensure 6"minimum cover sand media over the drip irrigation tubing.
12. Install audio/visual high-water level alarm. Redundant off switch not required.
13. Flow inducer tube or block are not required for the pump, it can sit on bottom of tank.
14. Install return line from headworks back into the tee outside the inlet of the treatment tank.
15. Encase all water lines within 10' of drainfleld and under any driveway/parking areas.
16. Divert all storm water runoff and house downspouts away from on-site sewage system.
17. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the
drainfield and reserve area.
18. Inspect floats, clean filters,and test high water level alarm every 6-12 months as needed.
19. All materials and workmanship must meet County and State regulations.
20. Deviation from this design without prior approval from the Designer and Mason County
Environmental Health Department will make this design null and void.
21. All manhole lids and access,sampling or inspection ports must have locking covers and be
located at ground level.
22. All transport lines under driveways or parking areas must be encased to prevent crushing.
23. The tanks are to be protected from vehicle traffic or traffic-rated tanks may be used.
24. The drainfield is to be protected from all vehicle traffic or other damaging factors that could
compact or disturb the soils.
25. The preferable cover planting for subsurface drip is turf or grass, or non-invasive groundcover
plants. It is recommended to install an optional jute mat upon completion of the drainfield to
prevent erosion and then seed with grass immediately- Other options include a thin layer of
mineral soil low in organic content(<10% organics) and grass, a thin layer of crushed or washed
rock for wind erosion protection,or a thin layer of bark or wood chips.
26. Do not cover the drainfield with organic mix(manufactured topsoil from compost)or filter fabric.
27. The homeowner should ensure no vehicle traffic,rota-tilling or digging in the area of the drip
field to prevent damage to the drip tubing. Also, invasive plant species should not be allowed.
28. Home/property owner is responsible for all property lines, corners,surveys, encroachments,etc.
29. Owner Please Note: When you begin using your septic system, contact your septic installer to
discuss setting up a schedule for your required Operation &Maintenance.