HomeMy WebLinkAbout020-1017-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 578972 0
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Grupe, Jamie & Carol n Hudson, Town of 020-1017-10-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
13.29.19.77B
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER A CAPACITY STATION BS HI FS ELEV.
Septic it e Benchmark LA) ~ ~ ~ log. /zsa
~a j~fc SZ 5 Alt. BM
Aeration Bldg. Sewer 77
Holding St/Ht Inlet C/. q? .SS
TANK SETBACK INFORMATION St/Ht Outlet `I• 4, 6
9t
TANK TO P,/Lt WELL BLDG. ent Airllntake ROAD DtInlet
Septic 3e I ) Dt Bottom
Dosing Header/Man. zxr
If 4
Aeration Dist. Pipe !b• ' T
/1,3 cra 5'7
Holding Bot. System 11-44 '76-
1Z - 3 Hor . S$
Final Grade ` f~ -93 PUMP/SIPHON INFORMATION 1 Manufacturer GePm^nand St Cover , tr ! q ` b
Model Nu r,16,
t
TDH Lift Friction Loss Syste TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits_ Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufac r.
INFORMATION CHAMBER OR - Of System, Type
ZZ,3 f UNIT Model umber:r_ 44 j~14 Y`dJ /I
DISTRIBUTION SYSTEM = .Wz -51 ^115
Header/Manifol~ Distribution x Hole Size x Hole Spacing Veg,toAir I ake
1 Pipe(s) ~j 6j
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil Yes No "'I-91Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 832 McCutcheoon~n RHudson, WI 54016 (NE 1/4 NW 1/4 13 T29N R19W) 40 acres Lot [ Parcel No: 13.29.19.77B
1.) Alt BM Description = t' / GD✓e~, C CL 1. a S Z$
2.) Bldg sewer length = 5 7 '
- amount of cover = 3~{
Plan revision Required? Fm] Yes No q
Use other side for additional information.
Date Insepctor ignatur Cert. No.
SBD-6710 (R.3/97)
r<2. 40 7q,7
county St. Croix
f gs Division
201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
•`41 07-7162 5 / O l 7Z.
21a~
'tom PFrmit Application Slate Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04 1 m , Slats.
L Application Information - Please V*iqt All Information 832 McCutcheon Dr.
Property Owner's Name / Parcel #
Jamie & Carolyn Grupe 02,0-1017-10-000
Property Owner's Mailing Address Property Location / 77
1 E. Canyon Dr. C . /
Govt. Lot
City, State Zip Code Phone Number y4 Section 13
Hudson Wi. 54016 circle one)
II. Type of Building (check all that apply) Lot # T 29 N; R 1 hl6r W
Ek 1 or 2 Family Dwelling -Number of Bedrooms 4 Subdivision Name Q d
P IC t1 Block #
D r►Gr
❑ Public/Commercial -Describe Use 11 ❑ City of
❑ Slate owned - Describe Use CSM Number ❑ Village of
Z 72j'ZZ ck-O.W-10KTownof Hudson
III. Type of Permit: (Check onl one box on line A. Complete line B if applicable)
A. ❑ New System 12 Replacement System
❑ TreatmenUHolding Tank Replacement Only ❑ Other Modification to Existing System (explain)
$pd~teJ~sui
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previo luirfwumber
Before Expiration Owner ~~TT//JJ //~~SS
IV. Type of POWTS System/Component/Device: Check all that apply)
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device expl )
V. Dis ersaUTre tment Area Information:
60 Design Flow (gpd) Design Soil Application Rate(gpd Dispersal Area Required (s Dispersal Area P *posed ( f) System Elevation
7 858 880 90- C 1-89' C2-88.5'
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units 525 POlylok o U y
New Tanks Existing Tanks c ° Y
a
Filter a w -25
Septic or Holding Tank 1250 Wieser Concrete
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assum ponsibility for i tallation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plum gn MP/MPRS Number Business Phone Number
I
648443 651-470-1737
Keith Knudtson
Plumber's Address (Street, City, State, Zip Code)
927 150th St. Roberts Wi. 540/2'3
VIII. Coun /De artment Use On
Eea Permit Fee Date I ued Issuing ent Signature
pproved 11
✓
CN3wnerCi'ven Reason for Denial J475 cc>
IX. Condtt3rAAleasot}s for Disapproval
1. ` $ap le tank, effluent filteraha' 3 6L 5 J / J.C a2_ o
dlso mal cellmust all be services / rnaintairmil n ,J
as per management plan provided by plumber.,
regalrements must bi rnailltain8d:
as pwapplic" code i ofdiltarlc~s.
Attach to complete plans for the system and submit to the County only on paper not less than 8 in x 11 inches in size
SBD-6398 (R. 11/11)
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CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: Grupe replacement sewer
Owners Name: Jamie & Carolyn Grupe
Owner's Address: 1 E. Canyon Dr.
Hudson Wi. 54016
Legal Description: /vk 1141J&V4 S13 T 29N R 19W
Township: Hudson
County: St. Croix
Subdivision Name:
Lot Number.
Parcel ID Number: 010-1017-10-000
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Filter Specs
Page 5 Maintenance Information
Page 6 Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & House Plans
Designer/Plumber. Keith Knudtson License Number: 648443
Date: 05/25/2015 Phone Number (651) 470-1737
Signature
Designed pursuant to the in-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01).
Page 1
~°c
o ~ 3 Jw
(sue V3 ~ X
O
y 1
J as ~y a°
ato
.a
1
Soil Absorathon S,y$tem Cross Section
94.00
it
4' Schedule 40 Final Grade
PVC Vent Pipe 5.00
With Vent Cap
Leaching 89.00
Chamber ft
`-T~ 5.0 System Elevation -ft
sou Abso-melon Swum Paan View
ft
3.00
ft
5.00
~ Leaching Trench 1
Vent Or Observation Pipe Chambers
4' Dia.
Trench 2 Header
Le-achtno Chamber SwOleaftons
Manufacturer And Model Infiltrator W
EISA Rating 20.00 sq ft per chamber Soil Application Rate 0.70 gpd/sq ft
600.00 gpd Design Flow + 0.70 Soil Application Rate + 20 EISA = 43.00 Chambers
2 rows of 22.00 chambers each.
i Page of
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page f
FILE INFORMATION SYST M SPECMATKM
Ov ner r. Septic Tank Capacity Z
11 NA
gal
Permit Septic Tank Manufacturer ❑ NA
i
DESIGN PARAN ETBtS Effkrent Filter Manufacturer -1.. 1.6 0 NA
Number of Bedrooms ❑ NA Effhrwit Fiber Model ~JZ ❑ NA
Number of Public Facility Units T95 Pump Tank Capacity al
Estimated flow (averse) J160 al/day Pump Tank Manufactures JR~KA
Design flow (peak), 1Estimated x 1.5) ' gal/day, Pump Manufacturer X1rA
Sail Application Rate 6 - 7 avday/ft2 Pcunp Mode!
Standard lnfkmntMffkmm Quality Monthly average* Pretreatrne"t Unit
Fats, Oil & Grease (FOG). 530 n-Q& ❑ Sand/Gravel Fitter ❑ Peat Filter
Modnemical Oxygen Demand (BOO.) 5220 mg& ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L ❑ Dadnfection ❑ Other:
Pretreated Effluentt Quality Monthly average D' Call(s) 5 c~ ❑ NA
Biochemical Oxygen Demand (BOD j 530 mg/L In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ NA 13 At-Grade Q Mound
Fecal CoGform (geometric mean) 5104 cfu1100ml ❑ Dry-Line ❑ Other.
Maxanum Effluent Particle Size s in dra. ❑ NA Other- 0 NA
Otter: ❑ NA Other. ❑ NA
"Values typical for doniiistic wastewater and septic tank effluent. Other: ❑ NA
MAVQ ENANCE SCHEDULE
Service Event Service FraquenW
s)(s) (Mw m m 3 years) 13 NA
inspect con►ditian of tank(s) At least once every. 3 O Worith
ilryeari
Pump out contents of tank(s) When combined sludge and scorn equals one-third W of tank volume ❑ NA
Inspect ditsj t call(s) At least once every: 3 ❑ yams) vxmth(s) (Mandmuen 3 years) ❑ NA
Clean effluent filter At least once every(s) ❑ NA
ear(s)
❑ month(s)
inspect pump, pump controls & alarm At least once every: ❑ year(s)
'13 month(s)
Rush laterals and pressure test At least once every: ❑ year(s)
oo'e' At least once every: 0 y~ month(s) 0 NA
Other: ❑ NA
MAINTENANCE IIIISTRUCTIONS
Inspections of tanks and d' cells shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber Master Plumber Restricted Sewer, POWTS inspector, POWTS" Maintainer, Septage 9 Operator. Tank
inspections must include a visual ispection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or pondng of effluent on the ground surface.
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to cheek-for any ponding
of effiuervt on the ground surface. The pondi ng of effluent on the ground surface may indicate a fairing condition requires the
immediate notdkmborn of the local regulatory authority. t
When the combined accumulation of skidge and scum in any tank equals one-third or more of the tank volurrm, the entire
contents of the tank shag be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Admirnistrutive Code.
All other services, including but not Writed to the servicing of effluent aters, mechanical or pressurized components, pretreatment
units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Main~.
A service report shalt be provided to the local regulatory authority within 10 days of completion of any service event.
Page 7i of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals
that 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 conditions 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 cell(s) 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 vehicles 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; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• 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 properly 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 filled 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
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required setbacks from existing and proposed structure, lot fines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
01 T
J11W11L 0VU-Cl. if 110 1uplaVellivilt al"m is a o ingank
aluati
be ' e a i e ~fl Dq 118 rr& ~ 91D PC- I~l>~ Co"57W (JC-q 0"
Mound and at-grade soil absorption systems may be reconstructed in place 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. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name C(~_b ( (7ClN ZOr~(l~tJ
Phone Phone ~C
This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
Filters
.T
x-525 EFFLUENT FILTER
"i i--`L-525 Filter is rated for
0,000 GPD (gallons per day) 1116" Filtration Slots
AWM
> eng it one of the largest filters
class. It has 525 linear feet
'6- filtration slots. Like the noav*rC
r. `Po-v ok PL-122, the Polylok ExhWan
PL-525 has an automatic shut
bail installed with every filter.
When the filter is removed for
Wining, the ball will float up and
l=
lemporarily shut off the system so
The effluent won't leave the tank.
6Z 11few FL of Inv
other filter on the market can Fft*fiwSkft
\e Raedforowr
eke that claim. TOAD Wo
€'L-525 Maintenance:
the PL-525 Effluent Filter should
operate efficiently for several years
under normal conditions before _w a
requiring cleaning. It is recom-
mended that the filter be cleaned
F•
every time the tank is pumped or
at least every three years. If the
i.., installed filter contains an optional
a is rm, the owner will be notified
by an alarm when the filter needs
servicing. Servicing should be
done by a certified septic tank
pumper or installer.
AuNwaftSko-Off
MVAm
1. Locatethe outlet of the U.S. Paterd No# 6,015AW Fkwis Panand
septic tank. 5.e/1's4o
2. Remove tank' cover and pump
tank if necessary. PL-525 netal a lion: 3. Glue the filter housing to
3. Do not use plumbing when the 4" or 6" outlet pipe. If
filter is removed. Ideal for residential and com- the filter is not centered
4. Pull P1-525 out of the housing. mercial waste flows up to under the access opening
10,000 Gallons Per Day (GPD). use a Polylok Extend &
5. Hose off filter over the septic Lok or piece of pipe to
tank. Make sure all solids fall 1. Locate the outlet of the center filter. See page
back into septic tank. septic tank. 19-21 for Extend & Lok
6. Insert the filter cartridge back 2. Remove the tank cover and information.
into the housing making sure pump tank if necessary. 4. Insert the PL-525 filter
the filter is properly aligned into its housing.
and completely inserted. 5. Replace and secure the
7. Replace septic tank cover. septic tank cover.
NMI
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer Jamie & Carolyn Grupe
Mailing Address 1 E. Canyon Dr.
Property Address 832McCuteheon Rd'
(Verification required from Planning & Zoning Department for new construction-)
City/State Hudson Wi. 54016 Parcel Identification Number 0q0-1017-10-000
LEGAL DESCRIPTION
Property Location'/, Sec. 13 , T 29 N R 19 W. Town of Hudson
Subdivision Plat: Lot #
Certified Survey Map # Volume Page Al
Warranty Deed # (before 2007)Volume Page Al
Spec house Elyes +dro Lot lines identifiable Oyes[3no
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 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit toi 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.
1/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.
Uwe certify that all statements this form are true to the best of my/our knowledge. I/we amlare the owner(s) of the
property described above, by virtue of warranty deed recorded in Register of Deeds Office.
Nu ofbedr s 4 C r
SIGNATURE F APPLICANT(S) 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.
(REV. 04112)
Wisconsin Department of Safety and Professional Services i R
Division of Industry Services SOIL EVALUATION REPORT t Y ~ J 1A L #1303
y Page 1 of 3
W0'- in accordance with SPS 385, Wis. Adm. Code County Keith E. Stoner
.LN3WdO1~!!~a A-I-,NS1lN
j I.yKI( A ~Sd~ a 1?e plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but no limited to: vertical and horizontal reference point (BM), direction and
`p~~ii cG~ elx~n~lcofi~cale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 1017-10-000
kk Please print all information. Rev' By Date)
u provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). V L roperty Owner Property Location of
Jamie & Carolyn Grupe Govt. Lot NE1/ NW1/4, S13, T29N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1 E Canyon Drive
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 54016 Hudson 832 McCutcheon Rd
❑ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Sandy Outwash Flood plain elevation, if applicable NA ft.
General comments Propose two dispersal cells 3 x 90' using a .7 SAR. Locate the upslope cell over the 94.00' contour with a system elevation =
and recommendations: 89.00'. Downslope cell over the 93.00' contour with a system elevation = 88.50'. Centerlines of cells staked onsite.
F -1 ❑ Boring
1 Boring #
® Pit Ground surface elev. 94.37 ft. Depth to limiting factor > 124 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EM
1 0-10 10YR2/2 - sil 2msbk mvfr Cs 3f-co 0.6 0.8
2 10-24 10YR4/4 - CI 2msbk mvfr gs 2f-co 0.4 0.6
3 24-42 7.5YR4/4 - gr Is Osg ml gs 2f-m 0.7 1.6
4 42-124 7.5YR5/4 - sr s Osg ml - if-m 0.7 1.6
t N ILO
2 ] ❑ Boring
F Boring # Pit Ground surface elev. 92.52 ft. Depth to limiting factor > 109 in.
® p 9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "EfM
1 0-10 10YR2/2 - sil 2msbk mvfr Cs 2f-co 0.6 0.8
2 10-28 10YR4/4 - d 2msbk mvfr gs 2f-co 0.4 0.6
3 28-40 7.5YR4/4 - gr Is Osg ml gs 2f-co 0.7 1.6
4 40-109 7.5YR5/4 - sr s Osg ml - 2f-m 0.7 1.6
TV
" Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L E uent #2:= BODS < 30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: > CST Number
Keith E. Stoner 224059
Address Keith E. Stoner Date Evaluation Conducted Telephone Number
23220 Wood Creek rd. Siren, WI 54872 5/5/2015 715-653-2324
SBD-8330 (R.07/13)
Property Owner Jamie & Carolyn Grupe Parcel ID # 020-1017-10-000 Page 2 of 3
❑ Boring
F3 Boring # Pit Ground surface elev. 92.02 ft. Depth to limiting factor >116 in. ® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2
1 0-8 10YR2/2 - sil 2msbk mvfr cs 3f-M 0.6 0.8
2 8-21 10YR4/4 - cl 2msbk mvfr gs 2f-m 0.4 0.6
3 21-43 7.5YR4/4 - gr Is Osg ml gs 2f-m 0.7 1.6
4 43-116 7.5YR5/4 - sr s Osg ml - if-m 0.7 1.6
❑ Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor in, ❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
I
I
❑ Boring
❑ Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
*Eff#1 *Efr#2
ZZy~6
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L
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