HomeMy WebLinkAbout026-1173-43-000.consin Department of Commerce PRIVATE SEWAGE SYSTEM
,afety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, 5.15 04 (1)(m)j.
Permit Holder's Name: Clty Village Township
Russell UtechUUtecht Holdings I TOWN OF RICHMOND
CST BM Elev. Insp. BM Elev IBM Descriotior0 I fl_
TANK INFORMA
TYPE
MANUFACTUR 1
CAPACITY
Septic
V
Ing
Holding
TANK SETBACK INFORMATION P41 fi:n< J /niGc /
®mm®®®
• ,
®
ff 7
I
ME!MEL
Aqu!�
WI
____M�'
P P/ INFORMATION
Manufacturer Vemand
GPM
Model Number
TDH Lift Friction Loss ystem Head TDH
Fo main Le Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
DATA
J�
.
%�'rI
rows
---_
■ :.
--mm
BED/TRENCH
DIMENSIONS
Width I
Length �s _ I
l/1wjOJ`
No. Of Trenches ^
PIT DIMENSIONS
No. Of
Inside Dias
/-611-61-14
Liquid
SETBACK
SYSTEM TO
P/L
BLDG
WELL
LAKE/STREAM
LEACHINGManufacturer��INFORMATION
k5�
Type Of System' '`Q�6�v��UNLII�
�Zr
ICHAMBER
. �
OR5%
UNIT
Model Num�Lk
vlylr�pVllVl� A 1J I C1111 //AC
Vead9f,lanifoldI
U
Lengih�
Distribution
Pipe(s)
x Hole Size
x Hole Spacing
Vent to Air Intake
Dia_
Length [)is_ Spacing
�rY I Iru./ x Pressure Svs}oms only .r ■JI---A n. A. r_....L, c....._.�.. n_r..
Deth Over
p \
Bed/Trench Cente fi.
Depth Over
Bed/Trench Edges 7 tt
xx Depth of
T
xx Seeded/Sodded
zx Mulched
"V /�.
[__j Yes No
t;VIVIIVItN I b: (Include code discrepancies, persons present, etc.)
Location: 1094 145TH AVE
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Id 2" of cover on at l
Plan revision Required? n, Yes No
Use other side for additional informati�
SBD-6710 (R 3197) Date
S i W �VAd�nn� �N` tnsk�lla
Inspection #1: Inspedlon #2:
NA —No well 0 imlpe -hb1 (
I e5 G
Cart No.
_ ra_. � .-_ I{ram
o
Safety and Buildings Division
201 W. Wastdnglon Ave.; P.O. Bmx 7162
t Madison, WI 53707-7162
v- D -
County
Smkery Permit Numbar (m be filled in by Co.)
_
( I.-n95
Cc
mmunity DevelopmentSinit&y Permit Appli on
Stem Tramexa ber
In aamaith atdwSPS 35321(2), hiss. Adm. Coda submission of this fo®m the * eatal mmit
a regdned prior tooit8 obtaining a say permit None: Application for aim-ow¢ed POW arc m
the Department of Safety said Professiooet Service Personal information you provide may be used f da(y
in accordance wi& the Pri Law, s. 15.04(lXml Stats
/ ` r
Pm1axl Address (JdiBaeat th®tM�i•10 add=)
`
L Application Information- Please Print All Information
Property Owner's Name
Partd 4
Property Owner's Membng Adihtss
1'a�0Vna,tl -3°• $' )'17
.
Govt Lot
//��ihy4
T �(�N: R� W
/
City, State ,Zip
Cade
Phone Number -
pre of Bagdi¢g (cback all that app y)
Subdiv =N
1 or2 Farody Dwdbng-Number of Bedrooms
"?
rf
ok eub
❑ PublidCommemial-Descrbe Use
❑ City of
❑State Owned -Describe Use
Z a� zZ+ZZ
❑Village of
Y ow¢of
CSM Number
5
III. Type of (Check only one on line A. Complete lice B If apphuble)
r3'
ew System
❑ Replmxxment System
❑ Tr =-VHoldin Took g Repbmcemeat Only
❑ Other Modification m Existing System (explain)
B.
❑Permit Renewal
❑Permit Revisron
❑ChangeofPlumbet
❑Permit Traostcm New
List Previous Permit Number and Daft leaned
Before Expbxtion
Owner
W o Com nemt/Device: Check all that apply)
- oo-P+esamiud 1nd"rrotmd Pressmved In•Ground ❑ At -Gracie ❑ Momd Z 24 m of midble soil ❑ Mound <24 in. ofmihbk wil
Holding Tank U Other Disposal Cm>Wonent ( lam) Prehe+mmot Device (exp
.
V. Die mlfrrea em: Area Informat)on:
IJesjgr Flow (gPd) Design Soil Application dst)
Dispersal A¢a Required (
Dspeisal ese Propd ( S Ble mon
-
VL Tank We
Capacity in
Gallons
Toros
Gallons
A of
Unles
Mmufazmc
New 7mb
Existing T.
Seric w E 11 Tads
�r
Dosing r»
VIL Responsibility Statement- i, the mderApaed, anw4responsibility for installation the POWI'S shorvo w the attached plans.
'
Pl®ber's Name (Aim)
PI i$13—
MPR.tPRS Numbs
ZZb
Brsi¢ess Phwe N be
h�- 6°l
Phember's Adtittu ( '. Star, Zip Code)
VM.Omntvil3evartmest Use Onl �-
Am--.d
❑ enRarson fix Denul
Perri!s Fa
f 7�•t�
Date �q
�Z / t
Iss " Si
DL Co ¢d easo¢s for Disapproval 3' I
1. Sentic tank P. flupnt filter and 4
[� C
Y•
dispersal cell must he serviced / maintained 4
as per management plan provided by plumber.
2. All setback reouirements must be maintained
4-b tAxk 56 sA,.aL -
-- r-- --i i-nrom�erepteayvraspmear¢m era morn fa ma t:a®d oot9 w. W`Per nett ten than a M x 11 reel-ie Si.
SBD-6399(IL I1/11) - s� L_.Ilt� ,r h(JT gwz-
I
System PLOT PLAN
PROJECT Russell Utecht ADDRESS 1454 120th St. New Richmond Wi 54017
NE 1/4 SE 1/43 20 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX
SYSTEM ELEVATION 96.5/96.3 5' below grade 12/5/19 BEDROOM 4
DATE
CONVENTIONAL )= CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
k\1 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
198' Property Line kIL Z 101, 12'
Scale = 1 /4" = 10' Vb 20'
Vent B.M. *
\�}w B-3
>6„ Quick4 Standard V 3% Slope
of Cover Leaching Chamber 76'
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
4' Long 12"
34" Grade at System Elev 'on Vents
B-1
100,
2-3' X 90' Cells with>3'spacing 101,
B-2 129'
20'
102'
S�\, I Vel
Pro 4
Bedroom
House
All piping shall be ASTM SDR 30/34, within 330' Property Line
10' of tank, piping shall be ASTM F891
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 11 /28/19
Owner:Russell Utecht
Location: NE 1/4 SE 1/4 S 20 T30 N,R18W 1094 145th Ave Richmond
Manuals Used: In -ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross tion
4-6. Maintance an C tigency Plan
7. Filter Cross Se ti
Sianature
License nuAW'#226900
System PLOT PLAN
PROJECT Russell Utecht ADDRESS 1454 120th St. New Richmond Wi 54017
NE 1/4 SE I/4S 20 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX
SYSTEM ELEVATION 96.5/96.3 5' below grade 12/5/19 BEDROOM 4
DATE _
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
,, BENCHMARK V R.P Top of surveiliron
' ASSUME ELEVATION too' Filter Lifetime Filter
❑ BOREHOLE O WELL •H.R.P. same as benchmark
198' Property Line
Scale = 1/4" = 10'
SLong
Quick4 Standard
Leaching Chamber
with 20.0 ft2 of Area
5.6ftA2/pair of end caps
Grade at System Elevation
100, /
2-3' X 90' Cells with >3'spacing
B-2
102'
ST
20
B-3
Pro 4
Bedroom
House
101,
% Slope
76
Vents
12'
B.M.*
Eff]
101,
All piping shall be ASTM SDR 30/34, within 330' Property Line
10' of tank, piping shall be ASTM F891
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6ft^2 pair of end plates
Typical Installation
Vent 01 Grade
_f�'30l34 Septic Tank
5'
Spacing 5'
System elevations:
A 96.5'
B 96.3'
5'
at System Elevation
5'
To be >1' above grade
Finish grade elevation
101.5'
,Vent
1"
at System Elevation
2-3' X 90' Cells
Same on other end Observation tubeNent
At end of cell
A
B
22 chambers per cell
?.0140048A
JI IV,; -,;�
GIS
SECTION A -A
I
Owner/Buyer
Mailing Address
Property Address
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
lao'" S-
CtL4 )Hl "
4V-Q,
(fL(cJhrnenj W1 9y)1-7
City/State Y uaui,) �4 C�i ✓VIZIVI � lel'arcel Identification Number O d (G 3 3
LEGAL DESCRIPTION 1
��N R Property Location '/. , �� '/. ,Sec. o10, T __.j 9 W, Town of 4 1 ►Y! dYZy
Subdivision Plat: U"W A r c) F F V v IeGit l t: S Iy Lot #� 3.
Certified Survey Map #--1 Volume Page # 7
Warranty Deed # I �a% ( (before 2007)Volume , Page # 0
Spec house xM yes*no
Lot lines identifiable Ex yes (R) no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 of the St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources,
State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on is form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a arranty deed recorded in Register of Deeds Office.
Number of bedrooms 14
,'FXP
L'119
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. "'
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
et
POWTS OWNER'S MANUAL & MANAGEMENT PLAN
rILE INFORMATION
Owner
Permit #
ESIGN PARAMETERS
Number of Bedrooms
❑ NA
Number of Public Facility UnitsNA
j Estimated flow (average)
gal/day
Design flow (peak), (Estimated z 1.5)
/,
f� aLlda
Soil Application Rafe
c .Vda /fl`
Standard Influent/Effluent Quality
Monthly average
Fats, Oil B Grease (FOG)
530 mg/L
Biochemical Oxygen Demand (BODs)
Q20 mg/L ❑ NA
Total Suspended Solids (TSS)
<150 mg/L
Pretreated Effluent Quality
Monthly average
Biochemical Oxygen Demand (BODE)
530 mg/L
Total Suspended Solids (TSS)
530 mg/L NA
Fecal Coliform (geometric mean)
51 O4 cfu/10Om1
iMaximum Effluent Particle Size
lk in dia. ❑ NA
Other.
NA
'Values typical for domestic wastewater and septic tank effluent-
RJ1A191TFW ANCF RCNFr1111 F
SYSTEM SPECIFICATIONS
Page _ of
i
Septic Tank Capacity
081 ❑ NA
Septic Tank Manufacturer
❑ NA
Efftuent Fitter Manufacturer
r
❑ NAI
Effluent Filter Model
❑ NA
Pump Tank Capacity
a1 ❑ NAj
Pump Tank Manufacturer
NAj
Pump Manufacturer
NA,
Pump Model
NPR
Pretreatment Unit
❑ Sand/Gravel Filter
❑ Mechanical Aeration
❑ Disinfection
❑ Peat Filter
❑ Wetland
❑ Other.
NA
Dispersal Cell(s)
❑ In -Ground (gravity)
❑ At -Grade
❑ Drip -Line
❑ N
❑ In -Ground (pressurized)
❑ Mound i
❑ Other.
Other.
0 mid?
Other:
❑ tip
Other.
❑ tdAi
-- Service Event
Service FrequencY
Inspect condition of tank(s)
At least once every: ❑ o s(s) (Maximum 3 years) ❑ Nf
(Pump out contents of tank(s)
When combined sludge and scum equal one-third (Ya) of tank volume ❑
4
Inspect dispersal oell(s)
At least once every: S Z*ar(s)s) (Maximum 3 years) ❑ NA
�Clean effluent fitter
At least once every: (C ❑ ear s)s) ❑ NA
inspect pump, pump controls & alarm
❑ month(s)
At least once every: Clyear(s NA
,
Hush laterals and pressure test
At least once every: ❑ month(s)
❑ ar(s)
ether
At least once every: month(s) NIA
�Jther
p
�]
MAINTENANCE INSTRUCTIONS
inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Mas .
Plumber; Master Plumber Restricted Sewer, POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections m st
linciude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
wmbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall De
visuatly inspected to check the effluent levels inthe observation pipes and to check for any ponding of effluent on the ground surfs .
'The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the I I
regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (%) or more of the tank volume, the entire contenhi of
1:he tank shay be removed by a Septage Servicing Operator and disposed of In accordance with chapter NR 113, Whscor in
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment urns.
end any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event
Pegg —of
START UP AND OPERATION
For new conswction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thpt
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil concttions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cells) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the Pump controls to restore normal levels
within the pump tank.
Do not drive or park yehidas over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at -grade soil absorption area,
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS:
antibiotics; baby wipes; cigarette butts; condoms; cation swabs; degreasers; dental floss; diapers: disinfectants; fat foundation drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; ad; painting productls;
pesticides; sanitary, napkins; tampons; and water softener brine.
ABANDONMENT I
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is pro(je(iy
and safety abandoned in Compliance with chapter Comm 33.33, Wisconsin Administrative Code:. II
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space fined with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement System:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption syatpn.
The replacement area should be protected from distiabanee and compattlOn and should not be infringed upon by rekpdrbd
setbacks from existing and proposed structure, lot limes and wells. Failure to protect the replacement area will result in thel noed
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the,
at that time.
O A suitable replacement area is not available due to setback and/or sol limitations. Barring advances in POWTS tech , a
holding tank may be installed as a last resort to replace the failed POWTS. C
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site eva�111111111on
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as
a last resort to replace the failed POWTS.
❑ Mound and at -grade sal absorption systems may be reconstructed in piece following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUF� O� A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
POWTS INSTALLER
Phone
J _ b
W
IM
SEPTAGE SERVICING OPERATOR P MPER LOCAL REGULATORY AUTHORITY
Name Name �(
Phone _ Phone 7Js--3,� -, ft
This document was drafted in cdmplance with chapter SPS W&22(2xbK1)(d)&(f) and 383.54(1), (2) 6 (3), Wlaoorrain Adtrr§wtr illi Cade.
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PANEL DETAILS
wgpvW p.pn SOU Mrn
(715)248-3010
NOTICEI
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(715)248-3010
I MAIN LEVEL I
r
h. WETLAND
LIMITS
EAST -WEST 1/4
198Y05i 1
4.73` !
7s NAG/ x
WATER SETBACK
LOT 44
1.500 ACRES
55,345 SQ. FT.
LOT 43
1.500 ACRES
65,345 SQ. FT.
Ei/4 C
SEC.
183.97f
24.'
LOT 42
1.500 ACRES
652344 SQ, FT.
lavo..1*0.... so..WseBgPYgpR Bgatr.'b...... to.......v............. qo.q... 0*00..Y 4l0..
OWE 1016Y95'
the Avenue --®-
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Wisconsin Department of Commerce
Division of Safely and Buildings
SOIL EVALUATION REPORT
page 1 of 3
n accvruanuv wan wmm oo, vvis. mum. i.oce
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but rat limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print al! Inform
Personal information you provide ma (Petra Law, s. 15.04 (1) (m)).
County St. Croix
Parcel I.D. ehdin
Re ' Date
rV*h— S / 9
Property Owner
David aldrof 4
Properly Location
Govt. Lot NE 1/4 SE 1/4 S OT 30 IN 18 E(
Property Owner's Mailing Address
398Riv rRoad _ C0UNTY
Lot #
43
Block #
-
I Subd. Name or M#
WaldroffMeadowsIV
City State Zip e Z
Hudson WI 5-549-6601
ity E]Yllage own Nearest Road
144th Avenue
New Construction UseO Residential I Number of bedrooms 3 to 4 Code derived design Row rate 450 to 600 GPD
Replacement ❑ Public or commercial - Describe:
Parent material l comirrients [Loess over outwash sands Flood Plain elevation if applicable s..� R
and�recommendatons: �AzC�AkAtaiv 0'ri .51 J/�_^Q-��^' %5 �R��f%'•W�-(.ei�r.�"
7LR/rL•1f�' �'(i`•c`-a'^fl'�C'
Gt,�� � 3 • /
Boring# ❑ Boring \l1� ( o
0 ft. Ground surface elev. 101.90 Depth to limiting factor T in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont Color
Texture
Structure
Gr. Sz Sh.
Consistence
Boundary
Roots
GPDAF
'ER#1
'ER#2
1
0-23
1Oyr3/2
sit
2msbk
dsh
as
2f
.6
.8
2
23-40
t 4/4
sil
2msbk
dsh
cw
if
.6
.8
3
40-51
1Oyr4/4
f2d5yr5f8
sit
Imsbk
dh
cw
-
.4
.6
4
51-96
7.5yr4/6
s f
Osg
dl
.7
1.6
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MA
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1`
2
❑
Boring # Bon .- 101.80 Vp >96
lo i
Q Pit Groun surface elev. R. Depth mrting factor in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDW
'ER#1
'ER#2
1
0-10
IOyr3/2
sil
2msbk
dsh
as
2f
.6
.8
2
10-23
1 /4
sit
tmsbk
dsh
cw
if
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3
23-96
7.5yr4/6
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Osg
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r�
1
Effluent #1 = BOD > 30 < 220 ngf- and TSS >30 < 150 mg& • Effluent #2 = BCD < 30 mgrL and TSS < 30 mg1L
CST Name (Please Print) Signature �� CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI September 8, 2004 715-246-2454
7
1-9
Property Owner
Waldroff Meadows 1V
Parcel ID #
Pending
2 3
Page _of_
3
BMorin # U Boring
g El Pit Ground surface elev. 99.40 ft. Depth to limiting factor >93
in.
SoG Applicaton Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIff
'Eff#1
'Eft#2
1
0-10
10yr3/3
sil
2msbk
dsh
as
2f
.6
.8
2
10-22
7.5 4/4
sl
Imsbk
dsh
cw
.4
.7
3
22-93
7.5yr4/4
_
s
Osg
dl
-
-
.7
1.6
4
5
ApplicationBoring # Boring
Pit Ground surface elm. ft Depth to limiting factm_ in. Soil ■
®®�
....
®®®®®®
Boring # g Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rafe
' Effluent #1 = BOD, > 30 < 220 mglL and TSS >30 < 150 mglL - Effluent #2 = BOD, < 30 mg& and TSS < 30 mg(L
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SBPBi3UT.0L07M)
Waldroff Meadows IV
1.
Lot 43
B1 101.90' Thomas Nelson
82 101.80' 227387
63 99.40'