HomeMy WebLinkAbout008-1093-60-000
in Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 589789
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2745341
Permit Holder's Name: City Village Township Parcel Tax No:
Gerald Melgren TOWN OF EAU GALLE 008-1093-60-000
CST BM Elev. Insp. BM Elev: BM Description: t Section/Town/Range/Map No:
- ~33.28.16.494
TANK INFORMATION ELEVATION DATA Z . Z5 /d2 .2 AM ob
TYPE MANUFACTURER .,,Id CAPACITY STATION HI FS ELEV.
'.915 'R Z. r
Septic Tr. Z•!6 Benchmark
QOC7 Z . 9516 CF; Z. 13
Dosing Alt. BM I
1 60 VI-V L6
n
Pa, t ~ I Bldg. Sewer ~ ~ qZ •'ZS
GJ O.O 4w .9
Holding St/Ht Inlet Z %5
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO A / WELL X61 LDG ILknt.VAir Intake ROAD Dt Inlet
Septic # ! Dt Bottom 7Z 3
X47 ✓ i~ ~ J~(.
Dosing Header/Man. "o 2- Aeration Dist. Pipe 3-33 1
Holding Bot. System
PUMP/SIPHON INFORMATION Final Grade Z 3 ~1 6
Manufacturer Demand St Cover
GPMc r/
Model Number 7
TDH 1-ift.; Friction Loss System Head TDH Ft
Forcemain Length Dia. r( Dist. to Well
~a
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenc a PIT DIM No. Of Pits Inside Dia Liquid Depth
DIMENSIONS , ;
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Typ O ystem: UNIT Model Number:
174 .T /vn
DISTRIBUTION SYSTEM a
Header/Manifold Distribution / x Hole Size q x Hole Spacing Ve t it Int
Pipe(s) wj ' /'r r ! -
Length .f • = Dia Length r 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
C " . Yes No Yes ]N,
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ar~Zq~lG Inspection #2:
Location: 97 230TH ST "A'
U~ev 1
1.) Alt BM Description = 170 d'~,~ 75~ + 3G j!
2.) Bldg sewer length ~ 2 ,r~
-amount of cover 3
= r~•~ i7 ~ J~ b, ~ S J e~~'" ~O
Plan revision Required? Yes +3°_ No ~ @ qy
I
!Y_
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No.
~
i
AN a 6
Industry Services Division County J
1400 E Washington Ave ST~. X10 ~k
P.U. Box 7162
Sanitary Permit Number (to be filled in by Co. )
Madison, WI 53"0)7- q
UNTY
,0MMUN11 1 ryPermit Application 'V / 1SS,73gQ ~T' 'sacnan Numt~e'r{ 74- In accordance with SPS 383.21(2), Wis_ Adm. Code, submission of this form to the appropriate
governmental ur... '
is required prior to obtaining a sanitary permit. Note: Application forms for stat"wned POWTS are submitted to Project Address (if difl'erertt than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary ~ w ~ ~
purposes in accordance with the Privacy Law s. 15.04(l m Stars. ~'!f
1. Application Information - Please Print All 1 tion
Property Owner's Name Parcel #
Ick A'1~( Yew 1
Property O-w~ner's Mailing Address Property Location
c~ I '1 - ~~re---e+ Govt. Lot
City, State Zip Code Phone Number r lion
-C). ~-9 Mt. T N; RIEanW
IL Type of Building (check all that apply) Lot #
0 1 or 2 Family Dwelling -Number of Bedroo 3 Subdivision Name
am
kC~. Block #
e
El Public/Commercial - Describe Use
❑ City of_
❑ State Owned - Describe Use cs:k/6:0: CSM Number ❑ Village of
✓t4 6e f [ Town of 1--cZi.3 ~cz 1 l
111. Type of Permit: (Check only one boa on line A. Complete line B if applicable)
A. ❑ New System CI Keplacemerrt System ❑ Treatment/Holding; Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner l
IV. Type of POWTS System/Component/Device: Check all that apply) ❑ Non-Pressurized Tn-Ground ❑ Pressurized In-Ground ❑ At Grade ❑ Mound > 24 in. of suitable soil ound
< 24 in. of suitable soil
❑ Holding Tank ❑ 06er Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis ersal/I'rea ent Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (st) System Elevation
V1. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units a Q v
New Tanks Existing Tanks 0 a y
w hk 5Z5 J; ii-, 5
Septic or Holding Tank ®Q
Dosing Chamber 0
V11. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's S
- - ature MP/MPRS Number Business Phone Number
'vt vt re Q/ e.!:>0
Plumber's Address (Street, City, te, Zip Code)
VHl,CountyTSmrtment Use Only
A roved $ Permit Fee Date Issued lssui em Signature
PP j -
ven Reason for ~P
1X. CondifWN easons for Disapproval
1. Septie lank, effluent filter and ) C *+/&A.-s f 5
,,plt pe ,al cell must all be serac~s nI.t n!a±rl
K per ilragement plan pro vided by plumber. AXC, % A C°..44 r U, ?4et M
2. Al, riquoements must-be maintaieied
n per 8K1=bW code / crdinance3. 4t j 4 R
Attach to complete plans for the system ands mit M the County on paper Bat less than 8 112 z 11 inches in size
SBD-6398 (R. 08/14)
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~ptieART+rF~~ DIVISION OF INDUSTRY SERVICES
0 3824 CREEKSIDE LN
ti 'D P HOLMEN WI 54636-9466
3 $ Contact Through Relay
P K http://dsps.wi.gov/programs/industry-services
9~a `cam www.wisconsin.gov
1~ 0 SSIONA~ S~F Scott Walker, Governor
Dave Ross, Secretary
I
August 10, 2016
CUST ID No. 220292 ATTN.- POWTSInspector
BENNIE W HELGESON ZONING OFFICE
HELGESON ENTERPRISES ST CROIX COUNTY SPIA
N7649 STATE ROAD 128 1101 CARMICHAEL RD
SPRING VALLEY WI 54767-8709 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/10/2018
SITE: Identification Numbers
Gerald Melgren Transaction ID No. 2745341
97 230TH St Site ID No. 824575
Town of Eau Galle Please refer to both identification numbers,
St Croix County above, in all correspondence with the agency.
NW1/4, NWIA, S33, T28N, R16W
FOR:
Description: Three Bedroom Mound System / Sloping site / (2) Bldgs.
Object Type: POWTS Component Manual Regulated Object ID No.: 1615777
Maintenance required; Replacement system; 450 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0,
SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R.
10/12); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code CONDITIONAL
requirements. APPROVED
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145KPT OF SAFETY
stats. r"OFESSIONAL SE
The following conditions shall be met during construction or installation and prior to occupancy or use: OF INDUSTRY
Reminders
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.19, Wis. Stats, c. > 'D
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• A state approved effluent filter is required. Maintenance information must be given to the owner of the tank
explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per
SPS 384 product approval conditions.
• All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant.
• The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or
soil compaction is prohibited in this area.
• A copy of the approved plans specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department which may include local inspectors
BENNIE W HELGESON Page 2 8/10/2016
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and/or owner's manual for the POWTS described in this approval.
• The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized
in the POWTS.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
Aef Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633
jerry.swiin@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly
Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with
"SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to
the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered
and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed
by SPS Chapters 360-366.
BENNIE W HELGESON Page 2 8/10/2016
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and
maintenance manual and/or owner's manual for the POWTS described in this approval.
• The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized
in the POWTS.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
&eSWim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633
jerry.swim@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly
Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with
"SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to
the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered
and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed
by SPS Chapters 360-366.
JUL 2 7
2016
INDEX SHEET
PROPERTY OWNER:
7 3 O t , S -C:
Sc1j U; , S ~l C~ ~
t
PROJECT NAME: G C,!-CI J M ~-t kL cat
PROJECT LOCATION: V4, ).L a . IU40 S e t 3 3 T- A/
MUNICIPALITY: ~c~c v,2 c~ ~c~~ c l l
COUNTY: -57 Z Rf Kk
DESIGN: PRESSURE DISTRIBUTION MANUAL VERSION 2.0"
SBD-106706-(N. 01 /01)
MOUND COMPONENT MANUAL VERSION 2.0" SBD-
10691-P (N.01/01) Y
CONTENTS:
AND
Page 1: Plot Plan mCES
SERVICES
Page 2: Cross Section and Plan View of Mound
Page 3: Distribution Pipe Layout
CE
Page 4: Septic Tank and Pump Chamber Cross Sectio nd
Specification
Page 5: Ujt. i cc)CACL Mk Tank Specifications
Page 6: Pump Specifications
Page 7: Observation Pipe Detail
Page 8: POWTS Owner's Manual & Management Plan- Pg 1
Page 9: POWTS Owner's Manual & Management Plan- Pg 2
Name: Bennie Helgeson Signed: ~
Address: N7649 Hwy 128
Spring Valley, WI 54767
Credential Number: 220292
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Distribution Pipe
A57-M C 33 V3; L"I
Medium Sand
H _ -_Je ~ystc.~-~ 1=1~~
Topsoil F
3 1 E D
3
b e>.~ N ~v t ILL . S'S. 7 S-
% Slope ;
~e"Ci 1-tof 2M- 2 Force Main Plowed
f>e' JJ~~=w !'~r~," Aggregate From Pump Layer
D Ft.
E Ft.
Cross Section Of A Mound F g Ft.
G Ft.
A Ft. H ! Ft.
Signed: B IL; G Ft.
License Number: K 13A Ft.
L Ft.
Date: Ft.
Ft.
W Ft. Observation Pipe
D 6 ----'K
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Distribution `-1-1-' 0 f 2 - 2
Pipe Aggregate
Observation Pipe;
Plan View Of Mound
P or Ior oI a Pipe C) 01i
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C ~E'Ctvt Cam-`-/
End Vleu
PerfarotaU ~
PVC Pipc c"i / W'1f told
of\o~\ n`• i-
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are Equally Spaced
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Plpr
Distribution Pipe Layout
R
S a
Xl
Y =
Hole Diameter Inch
Signed:
.L-. Inch (es)
License Number: Lateral
Dace: Manifold / Inches
Inches
Torte Main
7l, 7S
To t'-t' s '7
Page_~_lOf
SEPTIC TANK & PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS
4" fL)(_VENT PIPE 12" MIN. ABOVE GRADE E WEATHERPROOF
25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED
FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER
W/ PADLOCK E
WARNING LABEL
MIN.
18 " I N . .z. D. It
- (8 MIN.
INLET
- - WATER TIGHT SEALS GAS
IGHT,
: APPROVED
FILTER - 1 SEAL JOINTS WITH
APPROVED 1 ° - L - ALM APPROVED PIPE
PIPE 3'~S B ON 3' ONTO
ONTO SOLID ' SOLID SOIL
SOIL C I '
PUMP OFF ELEV . j: 5,FT. OFF
D
3" APPROVED BEDDING UNDER TANK
CONCRETE PAD
SPECIFICATIONS
. ._Tatt~ l ~ c~.l s L~ Ldte r~
SEPTIC / DOSE _
TANK MANUFACTURER: --~~-X
TANK SIZES: SEPTIC jC-Cr`C, GAL. DOSE VOLUME INCLUDING
DOSE GAL. 7~ y C zl, FLOWBACK: e/ T< 3 GAL.
ALARM MANUFACTURER: CAPACITIES: A = INCHES = C/ -K GAL.
MODEL NUMBER: jEj
SWITCH TYPE: fk c C.ci -j-c I f B = 2 INCHES = GAL.
PUMP MANUFACTURER: C = INCHES = fit.- S -GAL.
MODEL NUMBER:
3
SWITCH TYPE: D = C' INCHES = GAL.
REQUIRED DISCHARGE RATE 3j l GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WAC
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . . FEET
+ FEET FORCEMAIN XFT/100 FT. FRICTION FACTOR c FEET
TOTAL DYNAMIC HEAD = FEET
INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH DIAMETER
L I Q U ID D_rP P_
SIGNED: LICENSE NUMBER: DATE:
1/88
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39" 0 84"
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09,/17/2015 THU 15:20 FAX 715 831 4621 First Supply j /
FIRST SUPPLY LLC
595 Cameron St.
Eau Claire, Wl 54103
ITT GOULDS PUMPS
Wastewater
PERFORMANCE RATINGS COMPONENTS
Total Head Gallons Per Item
Minute No. Description
(ft. of water)
EP04 EP05 1 Impeller
5 53 - 2 Base t, 6
10 -
10 46 62 3 Pump Casing a
t5 36 55 4 Mechanical Seal
20 21 46 I 7
5 BAIT Bearings
25 0 33 6 0-Rings 6 y,
30 - 11 7 Power Cord 5
I low
0 Oil Filled Motor 4-
Motor Housing/ 3_
9 StatarAssembly 1
10 Motor cover 2
METERS FEET
10
30 - - - - - 4-5 GPM
8 2.5 Fr
F---r-
25
7-
s
6- I
v 20 . _ - - - - - -
Q 4
~ 3 10
1........ EP04 -
a -5
0 00 10 20 30 40 50 GPM
L 11 "L L' L.
0 2 4 6 8 10 12 ml/h
CAPACITY
3
Water tight cap
7&7
4" min. dia.
Piping material can be ASTM
D2665, D1785 or D3034
Slot
611
6" min. ruin.
Infiltrative surface
Water Closet Collar Bar(3I8" min. dia.)
CJbservation pipes must. -
• be located such that there area minimum of two Installed in each dispersal cell at opposite
ends from one another
• be located near the dispersal cell ends
• be at least 6 inches from the end wall and sidewall
• be installed at an elevation to view the horizontal or level Infiltrative surface within the
dispersal cell
Observation pipes may be located less than
6 inches from end walls or side walls i
r If specified in
state approved manufacturers`installation instructions.
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page
of FILE INFORMATION SYSTEM SPECIFICATIONS
Owner ;
67(fr'Z_ 0 ,Ilea / e. Tank Manufacturer: W i e S e~ ❑ NA
Permit #
IS Septic ❑ Dose ❑ Holding Volume: 1006 (gal)
DESIGN PARAMETERS Tank Manufacturer: LU[ cSC," ❑ NA
Number of Bedrooms.' El NA ❑ Septic L-ct/[dose ❑ Holding Volume: ( E_00 (gal)
Number of Public Facility Units: P-IGA Vertical Distance Tank Bottom(s) to Service Pad: (ft)
Estimated (average) Flow: (gal/day) Horizontal Distance Tank(s) to Service Pad: ~25 (ft)
Design (peak) Flow = (estimated x 1.5): Specific servicing mechanics must be provided if vertical is >15 feet or
41S-C-) (gal/day) if horizontal is >150 feet. Specific instructions to be provided on back.
In Situ Soil Application Rate: (gal/day/ft2) Effluent Filter Manufacturer:
Standard (Domestic) Influent/Effluent 'Monthly average Effluent Filter Model; _ Y ❑ NA
Fats, Oil & Grease (FOG) 530 mg/L Pump Manufacturer:
Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ NA ❑ NA
Total Suspended Solids (TSS) 5150 mg/L Pump Mod81: PL Y
High Strength Influent/Effluent Monthly average Pretreatment Unit
(FOG) >30 mg/L Manufacturer: +~9~
(B.ODS) >220 mg/L ~A 1 NA
(TSS) >150 mg/L ❑ Mechanical Aeration ❑ Peat Filter
Pretreated Effluent Monthly average El Disinfection 171 Wetland
❑ Sand/Gravel Filter ❑ Other:
(BODS) 5530 mg/L Soil Absorption System
(TSS) 530 mg/L Brl~A
Fecal Coliform (geometric mean) 510` ❑ In-Ground (gravity) ❑ In-Ground (pressure) ❑ NA
Maximum Effluent Particle Size YB in dia. El NA El At-Grade LKIvlound
Other: ❑ Drip-Line ❑ Other:
❑ NA Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Pump out contents of tank(s) ❑ When combined sludge and scum equals one-third of tank volume
❑ Wheh the high water alarm is activated
Inspect condition of tank(s) At least once every' El month(s)
n: 13 year(s) (Maximum 3 years) ❑ NA
Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA
tear(s)
Clean effluent filter At least once every: N month(s) ❑ NA
❑ year(s)
Inspect pump, pump controls & alarm At least once every: month(s) ❑ NA
❑ year(s)
Flush laterals and pressure test At least once every' 6d'~~ ~o th(s) ❑ NA
year(s)
Other. ❑ month(s)
At least once every: El NA
❑ year(s)
Other:
❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper).
Tank inspections must include a visual inspection 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 a check for any back up or ponding of effluent on the ground surface. The soil
absorption system shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent
on the ground surface. The ponding of effluent on, the ground surface may indicate a failing condition and requires the immediate
notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any treatment tank equals one-third ('f3) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator (pumper) and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code:
All other services, including but not limited. to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and 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 30 days of completion of any service event.
GMW-005 (02/05)
~ of
START UP AND OPERATION Page
For new construction, prior to use of the POWTS check' treatment tank(s) for the presence of painting products, solvents or other
chemicals or sediment that may impede the treatment process and/or damage- the soil absorption system. If high concentrations are
detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use.
Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these
conditions is not recommended, as the excess wastewater will be discharged to the soil absorption system in one large dose causing an
overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the
contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring powerto•the pump or contact a Plumber
or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment
tanks and soil absorption system: acids, antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers, dental floss,
diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat
scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons, 'and water softener brine discharge.
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 s. Comm 83.33, Wisconsin Administrative Code'
• All piping to tanks, pits and other soil absorption systems 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 (pumper).
• 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,lines 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 the time of their permit issuance.
❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be
rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a
last resort to replace the failed POWTS.
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 TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK
SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY, CIRCUMSTANCE. DEATH MAY
RESULT. -ESCAPE OR `RESCUE FROM THE- INTERIOR OF ATANKiMAY NOT BEE-POSStBtE: _
rr
ADDITIONAL INSTRUCTIONS:
POWTS INSTALLER POWTS MAINTAINER.
Name c Name 0, S
Phone ? Phone 715- ?
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Names h S I7 cam' s Name
Phone `71 % Phone
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
Of
START UP AND OPERATION Page _y_
For new construction, prior to use of the POWTS check`. treatment tank(s) for the presence of painting products, solvents or other
chemicals or sediment that may impede the treatment process and/or damage- the soil absorption system. If high concentrations are
detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use.
Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these
conditions is not recommended, as the excess wastewater will be-discharged to the soil absorption system in -one large dose causing an
overload that may result in the backup or surface discharge of effluent. and damage to the system. To avoid this situation have the
contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring powerto•the pump or contact a Plumber
or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment
tanks and soil absorption system: acids] antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers, dental floss,
diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat
scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons;'and water softener brine discharge.
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 s. Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of bya Septage Servicing Operator (pumper).
• 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,lines and wells. Failure to protect the replacement area will result in the need
for a new so![ and site evaluation to establish a suitable replacement area. 'Replacement systems must comply with the rules in
effect at the time of their permit issuance.
❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be
rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a
last resort to replace the failed POWTS.
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 TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK
SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY-CIRCUMSTANCE. DEATH MAY
-RESULT. -ESCAPE .OR RESCUE: FROM1`HC-1NTERIOR `OF'A-TA M-Ay NOT BE-POSSfBLE:
ADDITIONAL INSTRUCTIONS:
POWTS INSTALLER POWTS MAINTAINER.
Name Name s
c . ~llKs
Phone `71 2-1. --_L3 Phone ~7i 44,
1 Z ,5M
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name Ja ti c~ 5 a h Name
Phone .71 5-E / . Phone ~71 S- -3 9' 6
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
(Owne Buyer ct cl ~a t~
Mailing Address (1 ' j ' A) c v-~ t~
Property Address 3 C J t.
(Verification required from Planning & Zoning Department for new construction.)
City/State <h e% 1 Parcel Identification Number s -
LEGAL DESCRIPTION
Property Location 1/ tip ' ,Sec. - , T rD N R j W, Town of AEc«.,c C c~_
Subdivision , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # S ` 7 , Volume , Page #
c' t Spec house ❑ yes Q'no Lot lines identifiable Nryes ❑ 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 §Comm. 83.52(l) and in Chapter 12 - 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.
Uwe, `'-e u:, crsil ed ha-. r--ad the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Departs :ent of Commerce and the Department of Natural Resources, State of NVisconsin.
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 thi 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 wa my deed recorded in Register of Deeds Office.
Number of bedrooms
14
SIGNATURE OyAPPLICANT(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. 08/05)
DIVISION OF INDUSTRY SERVICES
'cYul.tirFj 10541 N RANCH RD
HAYWARD WI 54843-6462
0 Contact Through Relay
j S http://dsps.wi.gov/programs/industry-services
I
www.wisconsin.gov
o a i -v 1 Scott Walker, Governor
Dave Ross, Secretary
June 10, 2016
CUST ID No. 30021 ATTN: POWTS Building Inspector
JAMES K THOMPSON ZONING OFFICE
ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA
340 PAULSEN LAKE LN 1101 CARMICHAEL RD
OSCEOLA WI 54020-5413 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/10/2018 Identification Numbers
Transaction ID No. 2715148
SITE: Site ID No. 824575
Gerald Melgren Please refer to both identification numbers,
97 230TH St above, in all correspondence with the agency.
Town of Eau Galle
St Croix County
NWI/4,NW1/4, S33,T28N, R16W
FOR:
Object Type: Soil Saturation Determination Regulated Object ID No.: 16041 18
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 'T'he owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Only those objectC0 0
types listed above have been approved; other submittals such as plumbing and those listed belbw under Also Submit, OT
may also be required. S ASV AND ~10
The following conditions shall be met: pEF OpZ i of
• Approval is hereby granted to use a limiting depth to zone of saturation of 8ch~es, as determined in the
Interpretive Determination Report by James Thompson, CST, dated 05-10-2016. The CST's report was
submitted in accordance with section SPS 385.60(2), Wis. Adm. Code. All soil absorption components shall be
in accordance with chapter SPS 383, Wis. Adm. Code. `
• Soil conditions at this site require a linear loading rate not to exceed 6.0 gal./lin.ft./day and a basal loading' e
not to exceed 0.6 gal./sq.ft./day.
• Soil permeability could be impaired by compaction in the tested area; therefore, the proposed system area nwst
be protected from compaction prior to system installation; it is very important that site preparation and plowirr>
be performed when the soil is sufficiently dry.
• This approval is limited to the tested area described by James Thompson, CST, as part of this referenced
Interpretive Report. This report may not be applied to any other portion of the subject parcel or to other parcels.
Reminders
The decision on the Interpretive Determination Report does not have an expiration date.
A full size copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors.
L
JAMES K THOMPSON Paae 2 6/10/2016
Sincerely, Fee Required $ 240.00
Fee Received $ 240.00
Balance Due $ 0.00
Edwin A Taylor
Wastewater Specialist , Division of Industry Services WiSMART code: 7633
(715)634-3484, Monday - Friday 8:00 am To 4:30 pm
edwin.taylorgwisconsin.gov
i
I
iInterprative Determination Report
y FD
Project Name: Melgren 3 Bedroom Mound O~D~ p ZQfs
Owners Name: Gerald Melgren ~ C
STRYS R
FS
Owner's address: 97 230th St., Baldwin, WI 54002
Site address: Same
Project Location:
Subdivision: Na
Legal Description: NW%NW%, Sec. 33, T.28N., R. 16W., Town of Eau Galle, St. Croix Co., W1.
Parcel ID 008-1093-60-000
ALLY
Page 1 Introduction, Project information & Geomorphology ED ~~R~CES
Page 2 Local Hydrollogy & Field observations AL
Page 3 Supporting Data
iaS sE vicEs
Page 4 Aerial photo of subject property
Page 5 Topograhic map
Page 6 USDA SCS Soil Series Map
Page 7 USDA SCS Soil Series Description
Page 8 National Weather Service Average Annual Precipitat n r"
PON E
Attachments:
Soil Evaluation Report
Inspection Report by E. Taylor, DSPS
Mater PI er stricted Service: James K. Thompson, DSPS Credential 930021
Signature. Date: W&,, /U, Ze)
17
Page 1 of 8
Design pursuantto In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01101)
I
conditions do not occur within the upper 8" of the soil profile as evidenced by the lack of redoximorphic
features. The site has a minmum of 6" of unsaturated in situ soil for treatment and dispersal of treated
wastewater effluent and is therefore suitable for a mound POWTS as allowed by SPS 383.44(3)(b)1.
Recommendations:
1.) The mound dispersal cell should be constricted on the 88.75' contour in a linear shape as
indicated on the Soil & Site Evaluation Report. The dispersal cell should be designed and
installed using as much of the available contour length as possible - approximately 100.0'.
2.) Thirty inches (30") of ASTM-C33 sand fill shall be placed beneath the upper edge of the
dispersal cell.
3.) The linear loading rate for application of septic tank effluent should be 4.5 gpd/linear ft. or
less and the basal area application rate should not exceed 0.20 gpd'sq. ft. The downslope toe
of the mound must be extended to provide additional basal area.
4.) The mound shall be constructed to divert surface water around and away from the mound. A
surface water diversion trench should be constricted at approximately 10' wide extending
between 10' - 20' upslope of the mound site. Additional fill should also be added directly
upslope of the upper toe of the mound and tapered into the diversion trench and graded to
direct surface water around and away from the mound area.
5.) The mound shall be constricted in accordance with Dep't. of Commerce regulations and
recommendations including the removal of all vegetation from the site prior to site
preparation.
6.) The site should be chisel plowed to a minimum depth of 12".
Final authority for approval of a POWTS mound on this site lies with the appropriate regulatory authorities,
the Wisconsin Dep't of Safety & Professional Services and the St. Croix Count} Zoning Dept. This report
and its observations, recommendations and conclusions are the professional opinion of James K.
Thompson, Dep't of Safety & Professional Services Credential #30021.
References:
Soil Survey of St. Croix County. Wisconsin. July 1978. United States Department of Agricultural Soil
Conservation Service in cooperation with Research Division of the College of Agriculture and Life
Sciences University of Wisconsin.
Department of Safety & Professional Services Chapters SPS 383 and 385, Wisconsin Administrative Code,.
Field Indicators of Hvdric Soils in the United States. 1996. G.W. Hurt, Whited. P.M., and Pringle, R.F.
United States Department of Agricultural, Natural Resources Conservation Service, Fort Worth Texas.
Hydric Soil List for St. Croix County Wisconsin. United States Department of Agricultural. Natural
Resources Conservation Service. ftp://ftp.sc.sc.egov.usda.gov/wi/soil/hvd/liydIO91itm
Field Book for Describing and Sampling Soils, Version 2.0. 2002. Schoeneberger, P.J., Wysocki, D.,
Benham. E.C., and Broderson, W.D. (editors) 2002. Natural Resources Conservation Service, National
Soil Survey Center, Lincoln, NE.
U.S. Geological Survey. Topographic Map download, htti)://Nvww.terraserver.inicrosofi.com
Wisconsin Department of Natural Resources. Well Construction Reports.
http://prodmtex00. dnr. state. wi. us
Ground Water Resources and Geology of St. Croix County, Wisconsin. 1976. Barman, R.G. & Trotta,
L. C.
A+O" Interpretive Determination Report
Mellgren Property
Introduction
A Soil & Site Evaluation of this site was completed by James K. Thompson, Dep't. of Safety &
Professional Services Credential #30021 on April 270', 2015 . The purpose to determine the suitability of
the site to accommodate a replacement Onsite Wastewater Treatment System (POWTS) to serve an
existing residence located on the property. The existing parcel contains approximately 40 acres, primarily
consisting of productive and fallow agricultural land.
The results of the evaluation indicated that soil suitability is uniform throughout the site, with suitable
depths of soil ranging from 7" - 9" (A+0"). An onsite soils verification was completed by Ed Taylor,
Dep't. of Safety & Professional Services Wastewater Specialist, on April 271h 2015. Ryan Yarrington, St.
Croix County Zoning Specialist and Chris Lickness, property owner. were present to assist.
Project information:
The proposed mound site is located in the northwest corner of the NW 1/4NW 1/4t Sec. 33. T.28N. R. 16W.,
Tn. of Eau Galle, St. Croix County. WL, lying approximately 625' south of the center line of 10"' Ave. and
250' east of centerline of 25W' St. The site has been untended pasture for several years.
Methods
Soil color, texture, consistence, and Redoximorphic features have been evaluated and recorded on the
attached Soil & Site Evaluation Report in accordance with Chapter SPS 385.60(2), Wisc. Administrative
Code. The initial field investigation of the site included evaluation of 6 hand dug pits, two of which were
verified by Mr. Taylor. One-foot contour intervals were determined within and surrounding the proposed
system location by collecting rod and transit elevations at all soil pits and at 20' grid intervals throughout
the proposed system area. Additional elevations and horizontal measurements were taken as needed to
identify landscape position and determine separation distances from dominant landscape forms.
Local Geology
St. Croix County is underlain by Prairie du Chien limestone and St. Peter sandstone. which is overlain with
glacial till, fornung the principal soil parent material. A search of Department of Natural Resources Well
Drilling Reports filed for wells constructed within the geographic region indicated soil depths of 104'- 138'
overlying Dolomitic limestone. Static water levels are found at 150'- 205' below grade.
Geomorphology
Parent Material: The parent material of this site is consistent with the mapping units - Freeon silt loam - as
shown in the U.S.G.S. Soil Survey Manual, consisting of sandy loam glacial till overlain by a post
glaciation Aeolian loess cap. These soils are moderately well drained with moderate permeability.
Landscape position: The tested area is positioned on the back slope of a glacial ground moraine at a
nominal Mean Sea Level (MSL) elevation of 1212'. The proposed system contour lies approximately 10'
below a lmiform, convex summit slope approximately 200' west of the site, with the moraine extending
gradually upslope to the north - northwest to a nominal elevation of 1230' MSL. The ground moraine
extends downslope from the tested area in a south - southeasterly direction approximately 170' to an
unnamed intermittent drainage way at the toe slope having a nominal elevation of 1207' MSL, continuing
southerly to an eventual elevation of 1204' MSL.
Slope and Aspect: The contour within the proposed system area is smooth linear, with a slope shape that is
linear along the horizontal contour and linear along the vertical contour. The ground slope is consistent at
2'/%) - ,'i6 with a southeast aspect of 122°.
1
Local Hydrolo;,v:
Surface Water Drainage: Surface water drainage is uniform throughout the proposed system footprint and
the surrounding area witlun 100'. The smooth linear slope throughout the tested. area disperses surface
water flow away from the proposed system area. There are two areas of concentrated flow. The first being
the intermittent water way discussed above, which is located approximately, 170' east of the tested area and
drains in a southerly direction. A second intermittent water way is located approx 105' south of the tested
area and drains in an easterly direction. The two drainage ways converge approximately 175' south east of
the tested area with the water flow continuing on in an easterly direction where it eventually exits the
property 1,200' to the east and continues on for an undetermined distance. No artificial means of surface
and/or subsurface drainage or ponding were found within 100' of the proposed system area.
Subsurface Water Drainage: The A and B horizons consist of moderately structured silt loam providing
good infiltration potential. When combined with the uniform 21/% - 3% slope across the proposed system
area, this site should provide good lateral subsurface water flow.
Soil Saturation: Soil pits were evaluated throughout this property on several occasions throughout the
months of March & April. 2015. Soil pits were evaluated to depths ranging from 22" - 63". Saturated soil
conditions were encountered at depths ranging from 36" - % 63".
Field Observations:
Soil Morphology The soils within the proposed system area Nvere found to be consistent with the Frecon
mapping unit as shown in the U.S.G.S. Soil Survev of St. Croix County. Wisconsin. Moderately structured
sill loams were observed ranging to a depth of 19" -26" withweakly structured silt loams below ranging
from 19" - 28". Underlying the silt loams are weakly structured sandy loams and sandy clay loams at
depths of 25" - 34".
Redoximorphic Features: Redoximorphic features were not observed within the A horizon of any of the
soil profiles, with all profiles displaying redoximorphic features at A+0". No evidence of prolonged
saturation was observed within the upper 6" of the A horizon. Redoximorphic concentrations were
observed as Fe concentrations within the upper portion of the B horizon and throughout the C horizon.
Redoximorphic depletions were observed within the lower portion of the B horizon and throughout the r
horizon.
Hvdric Soils: The soils at this site do not meet the necessary criteria to be categorized as hydric soi
Government Reports:
Ed Taylor, Wisconsin Department of Safety & Professional Services Wastewater Specialist, assessed soil
conditions at the site by means of an onsite soil verification conducted on April 27th, 2015. The Tavf or
report confirms the suitability of the site to accommodate an A + 0" mound.
Conclusions and Recommendations:
Conclusion: No redoximorphic features were observed within the A horizon of any of the evaluated soil
profiles, and indicate that the highest level of saturation is found at 8" below surface elevation. The lack of
hydric soils indicate that the site is likely saturated for less than 5% of the growing season. This, coupled
tiyith the lack of redoximorphic depletions in the upper horizons and the strong matrix colors displayed
throughout the soil profiles, indicate limited saturation within these soils. The redoximorphic features
observed are likely a result of short-term seasonal saturation.
The moderately structured silt loam soils in the A horizon and upper part of the B horizon will
accommodate the infiltration and dispersal of applied wastewater from the POWTS and will allow treated
effluent to be assimilated into the subsurface soils. The linear slope will accommodate uniform dispersal of
both naturally occurring surface water and applied wastewater away from the site. Seasonally saturated
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30 SOIL SURVEY
black ash. These soils have a seasonal high water table IIB21t-18 to 23 inches; dark brown (7.5YR 4/4)
at a depth of 0 to 1 foot. loam; common fine and medium distinct
Included with these soils in mapping are small areas strong brown (7.5YR 5/6) mottles; mod-
of Duelm, Halder, Orion, Rib, and Seelyeville soils and erate medium subangular blocky struc-
Fluvaquents and Saprists and Aquents. ture ; friable; common roots; uncoated
Runoff is slow, and the hazard of erosion is slight. silt and fine sand grains on faces of peds ;
Available water capacity, permeability, and natural few thin patchy clay films ; common roots;
fertility are too variable to rate. The organic matter about 15 percent coarse fragments by
content of the surface layer is moderate. Most areas volume; strongly acid; clear wavy bound-
are flooded frequently, especially in spring. Fresh ary.
alluvial sediment is deposited during each flood. Some II1322t-23 to 29 inches; reddish brown (5YR 4/4)
places are dissected by the streams, sloughs, and old loam; common medium distinct strong
stream channels. Streambank erosion is a hazard in brown (7.5YR 5/6) mottles; moderate
some places. medium subangular blocky structure;
Most areas of these soils are in trees, brush, and firm; clean silt and fine sand coatings on
marsh vegetation, and they are used for wildlife faces of peds; few thin patchy clay films;
habitat. Where flooding is less frequent, a few small few roots; about 15 percent coarse frag-
areas are pastured or cultivated. Capability unit Vw-14; ments by volume; few black (10YR 2/1)
woodland group 4w2. concretions; strongly acid; clear wavy
boundary.
Freeon Series II133-29 to 34 inches; reddish brown (5YR 4/4)
The Freeon series consists of loam; common fine distinct strong brown
so is are (7.5YR 5/6) mottles and few fine prom-
slo moderately well drained soils, Thesesloping
ping, inent; grayish brown (10YR 5/2) mottles;
on low ridges and foot slopes of ground moraines. They weak coarse subangular blocky structure;
formed in silty sediment and the underlying reddish firm ; clean silt and fine sand coatings on
sandy loam till. Native vegetation was mainly white faces of peds; few thin patchy clay films;
pine, hard maple, and red oak. The lower part of the about 15
subsoil is saturated with water for long periods durin percent coarse fragments by
the year. g volume; few black (10YR 2/1) concre-
In a representative profile the surface layer is about bons ; strongly acid ; gradual wavy
8 inches of very dark boundary.
Y grayish brown silt loam. The IIC-34 to 60 inches; yellowish red (5YR 4/6)
subsurface layer is brown silt loam about 10 inches sandy loam; common fine and medium
thick. The subsoil is about 16 inches thick. The upper distinct brown (10YR 5/3) and common
part is dark brown, mottled, friable silt loam; the medium prominent grayish brown (10YR
middle part is reddish brown, mottled, friable to firm
loam; and the lower part is reddish brown, mottled, 5/2) mottles; massive; firm; about 15
firm loam. The substratum, to a depth of 60 inches, is percent coarse fragments by volume;
strongly acid.
yellowish red, mottled, firm sandy loam. The solum ranges from 24 to 40 inches in thickness,
Available water capacity is high, and permeability The silty mantle is 15 to 30 inches thick. The Ap hori-
is moderate. Natural fertility is medium. Tillage is zon is dark grayish. brown or very dark grayish brown
delayed for relatively long periods in spring and after and 6 to 9 inches thick. i
heavy rain. The Bt horizon is loam or heavy sandy loam in the `
Most areas of these soils are in corn, oats, and lower part. The IIC horizon is a sandy loam or light a
grasses. loam. The IIB and. IIC horizons are 5 to 15
Representative profile of Freeon silt loam, 2 to 6 per- coarse fragments. The subsoil is strongly acid, andcthe e
cent slopes, in a cultivated area, 220 yards east and 100 substratum ranges from strongly acid to slightly acid. ' a
yards south of northwest corner of SW1/j, sec. 32, T. Freeon soils are near Ma nor and Santiago soils. rt
30 N., R. 16 W.: g tl
Ap-0 to 8 inches; very dark grayish brown (10YR Freeon soils are not so well drained as Santiago soils,
3/2) and have mottling in the B horizon which Santiago soils tl
silt loam, light brownish gray (10YR lack. Freeon soils lack gray mottles in the u tj
6/2) dry; moderate medium subangular upper party G
blocky structure; friable; common roots of the Bt horizon which are characteristic of Magnor,
9 slightly acid; clear smooth boundary. ' soils and are better drained than Magnor soils. et
A2-8 to 11 inches; brown (10YR 5/3) silt loam; FnB-Freeon silt loam, 2 to 6 percent elopes. This
In
moderate medium and thick platy struc- soil is on low ridges and foot slopes of ridges. Most,
ture; very friable; common roots; slightly areas are oblong and range from 10 to 80 acres in size,` nr
acid; clear wavy boundary. This soil has the profile described as representative of lit)
A&B-11 to 18 inches; brown (10YR 5/3) tongues the series.
of silt loam (A2) ; moderate medium Included with this soil in mapping are a few areas of=. II1
platy structure; dark brown (10YR Magnor and Santiago soils. Also included are a few;'
4/3) ; slightly heavier silt loam (1321t) ; areas of sandy loam. and a few areas where slopes are!-- G(
moderate medium subangular blocky slightly less than 2 percent or more than 6 percent. t structure; friable; common roots; slightly Runoff is slow, and
the hazard of erosion is slight, alo
acid; clear wavy boundary. Tillage is delayed because this soil remains saturated
to
a
Division of Industry Services
t~tivnRT 4r 10541N Ranch Road
tit' o{ Hayward, WI 53843-6462
INSPECTION REPORT 715-643-4870
3 I DS
PS w
SSIO1V N
Scott Walker, Governor
Dave Ross, Secretary
Date of Inspection: April 27, 2015
Project Name: Chris Lickness Persons Present:
Project Address: 97 230th Street, Baldwin, WI Jim Thompson, Ryan Yarrington, Chris Lickness
Use: residential Certified Soil Tester Name and Address:
Design Flow (gpd): 450 Jim Thompson
Legal Description:
NW/NW, S33-T28N-R16W
Owner Name and Address:
Township: Eau Galle Chris Lickness
County: St. Croix 97 230th Street
Baldwin, WI 54002
The purpose of this field review was to verify suitability of soil and site conditions for a proposed mound
dispersal area at the above referenced address. A sodded barnyard area immediately approximately 200 ft
east of a barn and approximately 100 ft south of a machine shed was determined to meet the required
criteria for state approval of a mound site contingent upon the submittal of an Interpretive Determination
Report by the Certified Tester.
Soils in the area under consideration formed in a thin mantle of silty loess overlying dense glacial till. The
site is positioned on a linear backslope with a three to four percent gradient. The site is located in a Freeon
silt loam map unit near its downslope boundary with a Skyberg silt loam map unit of the USDA
Cooperative Soil Survey. The Freeon series is moderately-well drained with an expected seasonally
saturated zone occurring at 2.0 to 3.5 ft. The Skyberg series is poorly drained with seasonal saturation
expected to occur at the surface. The moisture regime of soil observed in two sample profiles on the
proposed mound site is somewhat poorly drained with low-chroma Fe-oxide depletions and high-chroma
Fe-oxide accumulations present within a l OYR 5/4-3 subsoil matrix beneath a l OYR 3/2 silt loam plow
layer that is seven to eight inches thick. No evidence of prolonged saturation was observed in the upper six
inches of the plow layer. Structure is moderate granular to moderate subangular blocky throughout the
upper twenty inches.
To summarize, the site under review is suitable for a mound system contingent upon eventual state
approval of an "Interpretive Determination Report."
Direct any questions regarding this matter to 715-634-3484 or to I ~,(k I t s l i, Ic r III Nv t,COW 2
Ed Taylor
DSPS Wastewater Specialist - Hayward Office