HomeMy WebLinkAbout040-1173-80-000 (2)Wisconsin DeeDi of Commerce PRIVATE SEWAGE SYSTEM
Safety and Buildingding Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes (Privacy Law. s 15.04 (1)(m))
Permit Holder's Name
Mark & Lisa Swelland city Village Township
CST gM Elev: Insp. BM Elev, BM p scription_ TOWN OF TROY
IoD
TANK INFORMATION
br-ENATION DATA
STATION
TANK SETBACK INFORMATION ��y d/- 4 r
TANK TO 1 PrL I WELL BL G. vent tour In" lakN'S
PUMP/SIPHON INFORMATION
Manufacturer T7,of!] 1-cv
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St. Croix
Sanitary Permil No
State Plan ID No: 648406
Parcel lax No:
040-1173-80-000
SechonfrowwRangelMap NO:
24.28.20.664
BS I HI T--FS--r ELEV.
A BM J
S
/(•�'�
Bldg, Sewer
SUHt Inlet
rt
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"vHt ullet
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leader/Man.
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a1. System
7.
11. 7
inal Grade
5
q 1
lol-
Co er
IU - , 3
Forcemain Len th Dia. it Dis1. to Weu
SOIL ABSORPTION SYSTEM 1 L e 2—r. NCH Width I Leng�F (,� No. Of Tre;i !s } 5 Y7
DIMENSIONS S (I{' 1� PIT DIMENSIONS No Ot P is Inside Dia. Liquid Depth
SETBACK SYSTEM TO P/L BLDG WELL INFORMATION LAKEI$TREAM LEACHING Manul war r
Ty Of System; I CHAMBER OR
I Ja
/✓� � I ✓v UNIT Model N er'
DISTRIBUTION SYSTEM
HeadDistribution
Pipe(s) x Hoie Size x Hale in
11-ength h Dia Length Dia g Vent to Air Intake
Spacing
SOIL COVER x Pressure Systems Only
Depth Over
p xx Mound Or At -Grade Systems Only
( Depth Over ::::xx De BedlTrench Center l Bed/Trench Edges ti in' flxx SaededfSodded xx Mulched
soil
Yes No Yes No
COMMENTS: (Include code discrepencies, persons present. etc.) Inspection #1:
Inspection #
Location: 290 COVE RD.n/�
1.) Alt BM Description ;[ 'ram .(( ✓` �Y`^�-'+'� � �f \
2.►Bldg sewer length =60'
- amount of cover = 7113'•
Plan revision Required? Yes / - No
Use other side for additional information.)
SBD-6710 (R.3197) Date In ctors Signature , W
-t al-�,,,,14f&K R9U.✓,a0 01+- i �5( r'L4lm, air &*ke JO&I14til Wale I u ,✓ s d Sid° �r �'� v y W p
gV F_V 1Sar►j:, -fie J � fl 1U -era xx — f j 4
Industry Services Div
C"I '
sanitary Psnitttwult" (*be Illed in by Co.)
14DO E Washhtpton Ave
'i P St t
ntY pg�eloD'
Madison J370 --7162
..r Cortimu
Sanitary Permit App;ticati _
sate Ttfns.a;on Number
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In woordenm with SPS 3t13.21(2)• Wis. Adm. Code. submission of this form to the ,nit
Project Address (if dif%mt than rrttilina address)
is required prior to obtaining a uanilary permit. Not: Application forms for wAle-owned POWTS art: submitted to
the Depw ma t of Safety and Protrasior al Servies. Personal inRxnmdon you provide may be used for swondary
purposes in accordance with the s. Ltw IS. I m op St.
��
L A tiestion'iafortnation - Please Print All 101bmatioa
Property Owner's Name
L SwQ-Au
Parcel err
0 LA D --`dD
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Prop" Owner's lrfa ih*
'
Property Locatlon
ff r\ 1 Yh
Nvt Lot
W W rti N vv �� Section 2
T 78 N FtZ(�sirel6Z
City, Sm Zip Code
a SL�ui
Phone Number
q
151-2 I -
II. Type of Building (cheek all that apply)
Lot aK
Subdivision Name
�l or I Family IAvditrj l-Number of l3edrpoms
- cr D r` K ca V c.
Block R
❑ PubliVCommercisl -Describe Use
❑ City of
❑ Stater Owned- Describe Use
j❑ Village of
CSM Number
�
6 q2 0
ylTown of YO
"" • At
L
/
Ill. Type
of ermk: (Check only one box oe Itne A. Complete line B If applicable)
A.
New 9ytisem
❑ Replacerrrent System
❑ TroatnwKIHolding Tank ItOmement Only
❑ Other Modifiesoon to Emoting System (explain)
B.
1❑ Psrmtt konswal
Ddbes ult1*1sion
11 Psrttrit Revision
❑ Change of Phanber ❑ Permit Transfer w New
Owner
List Previous Permit Number and Days Issued
TV.
Type of POWTS S om aent(Devietu Check all that apply)
Non-Pms=wd I ❑ Pressurizs4 Its Orourtd ❑ At -Oracle ❑ Mound > 24 In. of suitable soil ❑ Mound < 24 in, of suitable soil
❑ Holdiry Tank ❑ Odrar UispcMal Component (expiai^) Cl Device
V. R§Bervalffircawwot Am Iafor matioe:
Omar+ Plow (apd)
DaNpt Sap Appt (cation Re
Dispersal Arcs ROqUirW (an
OlaperAG Ares Pro (
ystem Elevation
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VTL Respoissibitity Statement- L St unders tee, assume respoiasibl for Installation of tie ELWA&ws on the attseied as.
Plumbees Name (Print) Plumber' IPA Number 8usinets Phone Numbs
t A , (Street. C1ty. State. Zip Code)
N�2ag Slams �wt 25 W '5iDLL
1
V111• CownVIDwrtment Use Onl
Disapproved
Permit Pee
FApproved
5aS—
Date Issued
Z/�o%3
Irwin Asartt �grtatwe
o fir Denial
IX. Conditions A j4_L
3� zo
SYSTEM OWNER. �� P rece�► y x
Septic tank, effluent filter and dispersal cell '
F{ a
must be serviced 1 maintained as per Z A od. —�o — e I o r
management plan pfovi6m" w'"' Irle- and sa0fftr m ws c o my •an an P■Vw M* mine assw • era s , • W—
2. All setback requirements must be maintained -(�v— x`aAnn1__ax�
Smww a code 1 ordinances. &441-(v Pr Sr t�D�
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Property Owner/Client: Mark Swelland PIN: 040-1173-80-000
city nririrPq-,- 994 Cove RD. Hudson, WI 54016
FLOW.'
INDEX
Pg. 2 SITE PLAN
Pg, 3 SOIL DISPERSAL COMPONENT
Pg. 4 TANK SPECIFICATIONS
Pg. 5 DOSING AND PUMP SELECTION
Pg. 6 FILTER MAINTENANCE
Pg, 7 ZOELLER TRU-FLOW DETAIL
Pg. 8 MANAGEMENT PLAN
Pg. 9 MANAGEMENT PLAN
DESIGN PARAMETERS
Wastewater Type: Residential
Estimated Wastewater Flow: 300 gpd
Design Flow: 450 gpd
SOIL & SITE
EVAL UA TION.'
POWTS Type: Non -pressurized Conventional
Limiting Condition Depth: 103"
Maximum System Depth: 67.09
Contour Elevation: 102. 90
Limiting Condition Elev: 93.42'
Land Slope: 7%
County: ST Croix
Pg. 10 SOIL TEST
Pg. 11 SOIL TEST
Pg.12 SOIL TEST
Pg. 13 SOIL TEST
# Bedrooms (residential) : 3
# Occupants (per capita flow)
Public Facility Flow: NA
Treatment Level: Effluent 1
Code Required Separation: 36"
Soil Texture: LS
In -situ Soil Application Rate: 0.6 gpd/ft2
Dispersal Cell Loading Rate: NA
POWTS DESIGNED PURSUANT TO:
In -Ground Soil Absorption Component Manual (Version 2.1)
Comments:
New 3 bedroom home. (3) 54" infiltrator trenches with dosed gravity distribution through Zoeller
�Tru-Flow distribution box. **Installer may alter individual trench lengths and elevations as
h is installed tem
s at
necessary so long as a minimum of 16$ to n a I bui diof n well, and propertyenclinese backs*I* Note: ' a��.
least 24 and does not exceed 42 . Ma g C 0
soil application rate has been reduced to 0.6 to account for Is-sl bands occuring beyond 56". �,� �`��5 S/4,%
RYA N G.
---------------•------------------------------------_�J BECHEL
=---------------------------------------------------------------- D-22fi3-7
11/18/2022 = RED WING
BAN
SIGNED:
I IV ADVANCED EN RONMENTAL LLC
779 Spring Creek RD S, Red Wing, MN 65066 (651) 527-0074
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TANK SPECIFICA RONS
- Minimum cover = 6 Inches; Maximum cover = 8 feet (unless specified by manufacturer)
- All manhole covers shall extend 4 inches above final grade
- If the tank Is within 2 feet of final grade, Insulate the lid to an R-Value of 10
- Minimum 18" of coverrequired over building sewer; Insulate If greater > 30' Fong and < 42" from grade or if <
60"from grade under all high traffic/snow cleared areas (driveways etc.)
- If forcemain will have a "J-Hook" assembly, drill a weep hole In the "hook'
- Building sewer. No 90's, keep 3 feet between 45 s, maintain 1 inch in 8 feet (1%) slope, Install cleanouts
Watertl6At owwal has wRA
separate pump and darm Vmuks
97.30' 97.00'
��Clean Out
Quick ^°a
S4e-e IMCrwYn In 4' SCH
95.30' 94.42' - r ,
40 M pipe won tank
et:o' 81W to pmftnt pipe
renwl�
41 gem4 E1141snt FiM4r `
1'-1.3" PVC FW1 Tt"
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L +!- 3V S
91.75'
--- -
t PumP om
90.0'
V1bap Hob
.. 1 .
4' rump Block
.---»-----------------------------------------------------------...--------------------------------------------------------------
Tank Manufacturer/Model: Wieser - WLP1000/650-MR
Filter Manufacturer/Model: Best - GF-10
---------------------- ----
Manufacturer/Model: SJE Rhombus - Tank Alert 1
------- ----------- -------------------------------------------------------------------------------------------------------------
146-
CAST -A -SEAL
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TYP l ll tJ
� 1 11 FILTER OR� pl I
I BAFFLE Mi
WLP1000/650—MR
TANK SPECIFICATIONS
311MENSIONS:
WALLr
BOTTOM: 3'
Coot it: a -
MANHOLE: 24' I.D. PRECAST CONCRETE RISER
HEIGHT: D4 1 fY OA.
LENGTH: 14d O.D.
IMDTK "' O.D.
4" CAST -A -SEAL SOW INLET: 43' OD.
11oUIO LEVEL: 39'
WEIGHT: 14.240 LIM
INLET AND OUTLET-
1 4' CAST -A -SEAL BOOT OR EQUAL
CASKET, CAST -A -SEAL BOOT OR EOUAL
*&ET AND OUTLET BAFFLE AND FILTER.
MSCONSIN, SEE DETAIL 910
(OTHER STATES SEE CHANT)
Lsgl11D CAPACITY', �� OA�/IN (SW))
LOADING DESIGN: e' 0' UNSATURATED SOIL
TANK CAN BE USED AS.
7
4- VENT OR SEPTIC/SEPTIC/SIPHON
;n COVER: MIX DESIGN 00 (NO FIBER)
TA: MIX DESIGN jP10 (STRUCTURAL FIBER)
— — CUSTOMM TANKS:
It FOR CUSTOM TAN" CONTACT WIESER CONCRETE
.J L r.—
�' Pt11tIP PAD DRAWINGS SUBMITTED
FOR APPROVAL
SIDE VIEW AyH%0VFy h:
APFW?JVAL DATE:
TANKS ARE MANUFACTURED TO MEET OR ExCEW ASTM C-1227 REOUIRCMENTS 1MICIMLIS hEEDEO EY:
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71rumFlow"I Splitter System
Innovative Splitter SySLem That Evenly Divides
Effluent Into Two To Five Lines
TRu -FLOW.
ZAI L.l�o
PUtVIP COiUiPANY
Trusted. Tested. Tough.
zoelLerpumps.com 800-928-7867
3649 Cane Run Road, Louisville, KY 40211 USA
Designed to outlast concrete distribution
boxes due to its sturdy, non -corrodible
polypropylene frame. The system is made
of two key parts: (1) the diverter basin and
cover and (2) the adjustable diverter. The
Tru-Flow® unit can tolerate settlement of
as much as 15° front -to -back (300 total)
and/or 12° side -to -side (24° total). Even
with the housing out of level, the unit will
evenly split effluent when the diverter
is adjusted properly. The unique design
has no parts to wear out and utilizes non -
corrodible materials.
Features
- Tested from 1/10 gpm to 30 gpm flows
• Patented bubble level built-in for easy
adjustments
• Field adaptable from 2 to 5 outlets
• Can be configured as a recirculation
splitter, offering 80/20, 75/25, 67/33,
60/40, and 5o/50 rates
MANAGEMENT PLAN
The owner of this Private Onsite Wastewater Treatment System (POWTS) shall be responsible for its perpetual operation and
maintenance pursuant to requirements of SAS 382-384, Wisc. Admin. Code. This management plan identifies operation and
maintenance activities necessary to ensure long-term system performance. Tacks that should be performed by the homeowner are
identified. Professional management tasks shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3),
Wisc. Admin- Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. Pursuant to
SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this
approved management plan.
► Keep this Management Plan with your Septic System Owner's Guide.
► Keep copies of all pumping records, maintenance activities and repair invoices with this document.
► Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use.
MANAGEMENT FREQUENCY
Design Parameters
System Specifications
Number of Bedrooms
3
Septic Tank Manufacturer
Wieser
Design Flow (gpd)
450
Septic Tank Capacity (gallons)
1000
Soil Loading Rate (gpd/ft2)
0.6
Effluent Filter Manufacturer
_ Best
Standard Effluent Quality
Effluent 1
Effluent Filter Model
GF-10
Biological Oxygen Demand (BOD)
220 mg/1
Pump Tank Manufacturer
Wieser
Total Suspended Solids (fSS)
150 m9/1
Pump Tank Capacity (gallons)
646
Fats, Oils, Greases (FOG)
30 mg/1
Pump Manufacturer
Per Installer
Treated Effluent Quality
Pump Model
Per Installer
Biological Oxygen Demand (BOD)
- m9/1
Dispersal Cell Type
Non -pressurized
Total Suspended Solids (TSS)
- mg//
Conventional
Fats, Oils. Greases (FOG)
- mg/1
Pretreatment Unit Description
NA
Max Effluent Particle Size (in)
1,/8
Homeowner Management Tasks I Professional Management Tasks
Check (listen, look) for leaks in toilets and dripping faucets.
Repair leaks promptly.
Regularly check for wet or spongy soil around your soil treatment
area. Contact service provider if issues arise. Control burrowing
animals (gophers, groundhogs, etc.)
Keep bikes, vehicles, snowmobiles and other traffic off treatment
area.
Alarms - Contact your service professional if any alarm signals.
Lint Filter - check for Ilnt buildup and clean when necessary. if
you do not have one, add one after washing machine.
it =� ! e; .!� =! +. .• una rr
Caps - Make sure that all caps and lids are intact and in place.
inspect for damaged caps often. Fix or replace damaged caps.
Effluent Screen - Check and clean per manufacturer
recommendations.
Liquid levels - Check sludge/scum/effluent levels in all system
tanks. Recommend if tank(s) should be pumped. Pump all
compartments every 36 months at a minimum.
Inspect tank inlet and outlet baffles (if applicable)
Check drainfield effluent levels (if applicable)
Verify pump and alarm system functions (it applicable)
Inspect wiring for corrosion and function (if applicable)
Clean drainfield laterals (if applicable)
Check event counter/elapsed time meter and evaluate water usage
rate compared to system design flow.
Check dissolved oxygen and effluent temperature in tank.
Check for surfacing of effluent or other signs of problems.
Verify inspection pipes are capped and intact.
Provide homeowner with list of management results and any action
to be taken.
Septic system replacement area: Protect secondary system s/te from traffic, compaction, etc. (if applicable)
_..-...............-......._.._.._._-------.._.......-......_._.--------
__ .................._........-------------. _.--------- ...
_---.........---- ------ -
- .. - ------ .. .....------ .. ........... .----
I POWTS REGULA rOR.• ST Croix County Zoning Office ;
ADDRESS.- 1101 Carmichael RD, Suite 1200, Hudson, W154016
PHONE. (715) 386,4680
START-UP & OPERA TION
For new construction. Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals
that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of
the tank removed by a licensed septic professional prior to use.
System start-up shall not occur when soils are frozen at the infiltrative surface.
During poWor outages, Pump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the
excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or
surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank
removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal
operating levels prior to restoring power.
Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area
within 15 feet downslope of any mound or at grade system or secondary septic system site.
Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. 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 to check for any backup or ponding of effluent on the ground surface. Access openings used for
service and assessment shall be sealed watertight upon completion of service activities. Any unso nd d fecti e aggess openings shall
he replaced immediatelL
The dispersal cell(s) 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. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate
attention by a licensed septic professional.
Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is
within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank
liquid capacity.
The effluent filter shall be cleaned as necessaryto ensure proper operation. The filter should not be removed unless provisions are
made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the filter shall be
serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm
and should be evaluated by a licensed septic professional.
Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's
recommendations.
CONTINGENCY PLANS
If the septic tank, or any of it's components, become defective the tank or component shall be immediately repaired or replaced
according to the original system design specifications.
If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or replaced with
components of equal performance.
If the soil treatment component fails to accept wastewater or discharges wastewater to the ground surface, it shall be repaired or
replaced by; increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site (if identified), or
removing and replacing biologically clogged absorption and dispersal media and associated piping. If repairs or rebuilding is not
possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified.
If no replacement area is available, a holdingtank may be installed as a last resort replacement POWTS.
ABANDONMENT
If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 382-384, Wisc.
Admin. Code abandonment regulations. Requirements include:
All piping to tanks shall be disconnected and abandoned pipe openings sealed.
The contents of all tanks shall be removed and disposed of by a licensed septic professional.
-Tanks shall be crushed & filled, or removed.
- A septic system abandonment notification shall be submitted to the appropriate local governmental unit.
WARN/NG11
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN- DO NOT
ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT
A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK.
panP, q
Wisconsin Drp dmont of SaWy #nd Professional t'3OPAM P#qs 1 of 3
OMdon of Industry Sortloes
SOIL EVALUATION REPORT
in soaordanoe with 8PS 386, Ws. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Include, 8T Croix
but not limited to: vertical and horizontal reference point (BM), direction and percent a", Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 040-117340-000
Please print all Information. Reviewed by Date
Personal Information you provide. may be used for se ses Priv Law, s. 15.04 1 m .
Property Owner Property Location:
Mark Swelland GovL Lot NW 'V4 NW % S 24 T 28 N R 20 W
Name
Property Address Lot # Block # Subd. or CSM#
294 Cove RD 07 ST Croix Cove
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson WI 54016 Troy Cove RD
® New Constreiction Use: ® Residential / Numberof bedrooms 3 Code derived design flow rate 450 GPO
❑ Replacement ❑ Public or commercial -- Describe:
Parent material Sandy outwash (Plainfield Is) Floodplain elevation 6 applicable NA ft.
General comments and recommendations: In grmind'oarvenuoner verdw at W ftm with 0.7opdW Ioa&V raw posstoe.
LF = �1 OT (observadon extent) "Teat area Is offside of afr FEMA mapped floodplNn area an the pwcer"
1❑ Boring # ❑ Boring
® Pit Ground surface elev. 1()0.0() ft.
Depth to limiting factor '103 in.
Soil Aonl.tion Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Fe
'Eff#1
'Eff#2
1
0-12
7.5YR 2.511
-
al
2fsbk
rnfr
cs
2c-vf
0.6
1.0
2
12-37
7.5YR 3/3
-
Is
Osg
ml
9s
2c of
0.7a
1.6a
3(5-10%w vet)
37-103
10YR4/6
-
loos -cos
Osg
dl
-
1a-vt
0.7a
1.6a
F21 Boring # ❑ Boring
® pit surface elev. 98.00 ft. Depth to limiting factor 1'10f in.
S61 Anoliction Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Gu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ff
'Eff#1
'Eff#2
1
0-13
7.5YR 2.5/3
(likely fill)
$l
1 msbk
mvfr
CW
2m-vf
0.4
0.7
2
13-24
7.5YR 2.5/1
(in -situ soil)
sl
lmsbk
mvfr
gs
3c-vf
0.4
0.7
3
24-56
MR 314
-
Is
Os9
di
Cs
2C-vf
0.7a
1.6a
4 (5% grwlel)
56-92
10YR 4/6
-
loos -cos
Osg
di
gs
-
0.6
1.0
5
92-106
1OYR 4/6
-
Icos-cos
Osg
ml
-
-
0.7a
1.6a
-Horizon 5 a
o had 1-2'
bands of 7.5YR
3141"1; loading rate
uced for I
tentiai for sl
water moverifent
CST Name (Please Print) Vv M
Signature
CST Number
Ryan Bechel
1330832
Address
Date Evaluation Conducted
Telephone Number
779 Spring Creek RD S, Red Wing, MN 55066
11/14/22
(651) 327-0074
con a1rL1 !Af►dli t.1
Dann 4n
FBoring #
Bonus 98.25 >106
® Pit Ground surface elev. fl. Depth to limiting factor in.
sm Annikmdion Rate
Horizon
Depth
In.
Dominant Color
Mansell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh-
Consistence
Boundary
Roots
GPD/W
'Eff#1
'Eff#2
1
0-17
7.5YR 2.511
-
sl
2fsbk
mvfr
cs
3c-vf
0.6
1.0
2
17-32
i 7.5YR 313
-
Is
On
dl
8w
2c-vf
0.7a
1.6a
3
3246
10YR 416
-
grs
Osg
dI
gw
2c-vf
0.7a
1.62
4
46-78
10YR 516
-
s
Osg
ol
es
-
0.7a
1.6a
5
78-90
7.5YR 3/4
-
I"
Osg-Onn
rnfr-ml
cw
-
0.2
0.6
6
90-106
7.5YR 516
-
s-cos
Osg
ml
-
-
0.7a
1.68
ElBoring #
9 Boring 101.80 >105
El PR Ground surface elev. ft. Depth to limiting factor in.
And Annliratinn Rate
Horizon
Depth
In.
Dominant Color
Mansell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/W
•Eff#1
'Eff#2
1
0-9
7.5YR 2.511
-
1
2fsbk
rnfr
cs
2c-vf
0.6
0.8
2
9-44
7.5YR 3/3
-
Is-Icos
Osg
dl
ps
1c-vf
0.7a
1.6a
3
44-105
10YR 416
-
Icos-C,o5
Osg
dl
-
1 m-vf
0.7a
1.6a
F-r,� Boring #
❑ Boring
❑ Pit Ground surface eiev. ft- Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
In. Mansell Qu. Az, Cont. Color Gr. Sz. Sh.
Soil Application Rate
GPD/FP
'Eff#1
'Eff#2
Effluent #1 = BOD, > 30 5 220 mglL and TSS > 30 s 150 mglL ' Effluent #2 = BOD, > 30 S 220 mg/L and TSS > 30 s 150 mglL
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ST. CRO [VTY SANITARY SYSTEM Iwo OWNERSHIP/ADDRESS FORM
Community Development Department will utilize this information to provide the property owner with
Information regarding operation and maintenance of your new or replacement sanitary system! T his
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed form and educational
information will be sent to you by email. If you would like to view your issued sanitary permit online, you can
do so by using the Pro ert Files Scanned weblink.
OWNER/BUYER INFORMATION
Owner/Buyer Mark & Lisa Swelland
Mailing Address 596 Grange RD
City/State/zip Hudson, WI 54016
Phone Number frogiliroril
952-210-0747
Email Address (required) wswelland@gmail.com
Parcel Identification Number 040-1173-80-000
(found on the property tax bill)
f4EW SYSTEM: LEGAL DESCRWTION
NW ; • NW ti. , Sec_ 24 T 28 1-4 R20 W, Town of Troy
Property Location 14 ,
C� I y- co Vc Lot #
Subdivision Plat:
Volume Page #
Certified Survey Map #
-.
Warranty Deed # 1153990 (before 2006)Volume Page #�
pec house 0 yes ■ no Lot lines identifiable ■ yes 0 no
Number of bedrooms 3 S
OFFI USE ONLY (I
New Property Address
2 J'ohr D�
(Verification of new address required from Community Development Department for new construction.)
(Staff Initials) (Date)
This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications.
New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified
survey map if reference is mode in the warranty deed.
Community Development Department — Land Use Division 715-245-4250 Fax
715-386-4680 St. Croix County Government Center
cddesccwi.aov
1101 Carmichael Road, Hudson, W) 54016 w w'.
1111,111i IN=
1 11111111111111111011
MEMO ME
SEEN
MEMO:, on
mmom:
MMMM..-
SOON
MEMO ON
mnunmMmnmmMi
,-Ad%M
tj
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mnm
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I State Bar of Wisconsin Form 1-2003
WARRANTY DEED
Document No. Document Name
THIS DEED, made between
Brent A. Wernlund and Patrice M. Werntund, husband and wife
("Grantor," whether one or more), and
Marts Swelland and Lisa Swelland
("Grantee," whether one or more).
Grantor, for a valuable consideration, conveys to Grantee the
following described real estate, together with the rents, profits,
fixtures and other appurtenant interests, in St. Croix County, State
of Wisconsin ("Property")(tf more space is needed, please attach
addendum)
1153990
BET" PABST
REGISTER OF DEEDS
ST. CROIX CO., W1
RECEIVED FOR RECORD
06/02/2022 01:04 PM
EXEMPTAr:
REC FEE 30.00
TRANS FEE 2,530.00
PAGES: 2
'•The above recording information
verifies that this document has
been electronically recorded
A returned to the ■ubmltter
Recording Area
Name and Return Address:
Mark Swelland and Lisa Swelland
xxx Cove Road
Hudson, WI 54016
040-1 173-80-000
Parcel Identification Number (PIN)
This is not homestead property.
Lot 7, t. Croix Cove Subdivision, Town of Hudson, St. Croix County. Wisconsin.
Grantor warrants that the title to the Property is good, indefeasible in foo simple and free and clear of
encumbrances except:
Datcrd: _ i day of .,2022
.41
Brent A. Wernlund ,
Patrice M. Wemiund `
(Slgnsturea may be authenticated or acknowledged. Both are not necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003
'Type name betow signatures
Fit (1rnsy rn, inhi I ir;'ACKU1 Panty 1 of 7
AUTHENTICATION
Signature(s): Brent A. Wernlund and Patrice M.
Wernlund, husband and wife authenticated on
TITLE: MEMBER STATE BAR OF WiSCONSiN
(If not,
authorized by Wis. Stat. 706.06)
THIS INSTRUMENT DRAFTED BY:
Edina Realty Title, Inc.
Cheri Brown
400 South Second Street, Suite 130
Hudson, WI 54016
ACKNOWLEDGMENT' `
STATE OF
COUNTY OF
Personally came before me this -L
the above Brent A. Wernlund and Patrice M.
Wemlund, husband and wifie to me known to be the
person or persons who executed the foregoing
instrument and acknowledged the same.
Cheri Brown
Notary Public. State of Wisconsin
My commission is permanent. (If not, state the
expiration date: 03/01/2023 )
sT•9 �Ol%�. � '
(Slgnaturea may be authenticated or acknowledged. Soth are not necesserv.)
NOTE: THIS IS A STANDARD FORM ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED.
WARRANTY DEED 2003 STATE BAR OF WISCONSIN FORM NO. 1.2003
'Type nerne below signalures
Sr r'r — C-n. inhl 1 t M;'%Q in Pa 9 of
Land between meander line
and take is parf of adjoining tot
1 t• 61
Minirnurn set -back line for
,: as,N ass.
_ ;
'
buildings shall be /0 ". from •
I 1'Zq a 17
e ' 's
street and f ff from side /of line.
2
Y'�
1 oe•-
A//diafancca, lerrytha and widths
c+6
�s
are measured to the neares >ti a4!
ss4e/
s�w
r' '
vfafoof
r a
` sar
o,% e
• Denot-es iron pipe .af-ake
66.
2"Dia. x YO'loncy, Io6flbs. per H.
46. 1 1 3
o Denotes iron pipe stake
�� •S+
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1" Di a. >< 3o"long,/.l9lbs•perff
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for /otowners
e•�R�
095
Wisconsin 'onal Services Page.1 of 2
Division
SOIL EVALUATION REPORT
I accordance with SPS 385, Wis. Adm. Code County
ST Croix
Attach comple site plan on p gT M /2 x 11 inches in size. Plan must include,
but not limited t : verticaw >palf Fence point (BM). direction and percent slope. Parcel I.D.
scale or dimensr ns, d location and distance to nearest road. 040-1173-80-000
Please print all information.
Reviewed by D e
2" p
Personal information you
provide may be used for seconds purposes Priva Law s. 15.04 1 m .
��
Property Owner
Property Location:
Mark Swelland
Govt. Lot: NW '/4 NW '/4 S 24 T 28 N R 20 W
Property Address
Lot # Block #
Subd. Name or CSM#
1
294 Cove RD
07
ST Croix Cove
city
State Zip Code Phone Number
❑ City ❑ Village ❑■ Town Nearest Road
Hudson
WI 54016 1
1 Troy Cove RD
❑■ New Construction
Use: 0 Residential/Number of bedrooms 3
Code derived design flow rate 450 GPO
❑ Replacement
❑ Public or comer ercial — Describe:
Parent material Bendy outwash (Plainfield Is)
Floodplain elevation if applicable NA ft.
General comments and recommendations. In -ground •conventionar trenches
at 30Z depth with 0.7gpdrll2 kwdng rate possible
LF = >103- (obsisnewon extent)
"Test area is outside of all FEMA mapped f oodplain arcs on Yte parch" YMID��
❑ Boring
1❑
Boring #
❑■ Pit
100.00 >103
Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPD/Fe
•Eff#1
"Eff#2
1
0-12
7.5YR 2.511
-
sl
2fsbk
mfr
CS
2c-vf
0.6
1.0
2
12-37
7.5YR 3/3
-
Is
Osg
ml
gs
2c-vf
0.7a
1.6a
3(5-10xonwel)
37-103
10YR 416
-
Icos-cos
Osg
dl
-
1c-vf
0.7a
1.6a
—]
❑ Boring
Boring #
F
Pit
98.00
Ground surface elev. fl.
Depth to limiting factor
1>1 in.
Soil Application
Rate
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence
Boundary Roots
GPD1Ft'
In.
Munsell
flu. Az. Cont. Color
Gr. Sz. Sh.
*Eff#1
•Eff#2
1
0-13
7.5YR 2,513
(likely fill)
sl
1 msbk
mvfr
cw
2m-vf
0.4
0.7
2
13-24
7,5YR 2.511
(in -situ soil)
sl
1 msbk
mvfr
gs
3c-vf
0.4
0.7
3
24-56
10YR 3/4
-
Is
Osg
I dl
I cs
2c-vf
0.7a
1.68
a (596 gravel)
56-92
1 OYR 4/6
loos -Cos
Osg
dl
gs
-
0.6
0
5
92-106
1 OYR 4/6
loos -cos
Osg
ml
-
0.7a
1.6a
'Horiz o had 1-2"tick bands of 7.5YR 314 Is-sl; loading rate used for zon to reflect tential for slow water move ent
_ oi,n _ on nnn --..-n wad Tec - on c I Fri —11 • Fffl font 29 c Rrlr) > 3n 5 220 ma/L and TSS > 30 5 150 mQ/L
-
CST Name (Please Print)
Signature
CST Number
Ryan Bethel
1330832
Address
Date Evaluation Conducted
Telephone Number
779 Spring Creek RD S. Red Wing, MN 55066
11/14/22
(651) 327-0074
CGn a'1'1n 117nA 71 r1
ElBoring #
❑ Boring
�■ Pit Ground surface elev. 98.25 ft. Depth to limiting factor >106 in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
Soil Application Rate
GPD1Ft2
'Eff#1
'Eff#2
1
0-17
7.5YR 2.5/1
sl
2fsbk
mvfr
cs
3c-vf
0.6
1.0
2
17-32
7.5YR 313
-
Is
Osg
dl
gw
2c-vf
0.7a
1.6a
3
32-46
1OYR 416
-
grs
Osg
dl
gw
2c of
0.7a
1.6a
4
5
6
46-78
78-90
90-106
10YR 516
7.5YR 3/4
7.5YR 5/6
-
s
Is-si
s-cos
Osg
Osg-Om
Ogg
dl
mfr-ml
ml
cs
cw
-
-
-
0.7a
0.2
0.7a
1.6a
0.6
1.6a
DBoring #
❑■ Boring
❑ Pit Ground surface elev 101.80 tt >105
Depth to limiting factor in.
Horizon
1
2
Depth
In,
0-9
9-44
Dominant Color
Munsell
7.5YR 2.511
7.5YR 3l3
Redox Description
Qu. Az. Cont Color
-
-
Texture
1
Is- os
ructure
Gr. Sz. Sh.
2fsbk
Osg
Consistence
mfr
dl
Boundary
cs
gs
Roots
2c-vf
1c of
Soil Apelication Rate
GPD1Ft2
'Eff#1
0.6
'Eff#2
0.8
0.7a
1.6a
3
44-105
1 10YR 4/6
ICOS- s
I On
di
-
1 m-vf
0.7a
1.6a
aBoring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Honzon
Depth
In.
Dominant Color
Munsell
Redox Description Texture Structure Consistence Boundary Roots
Qu. Az. Cont. Color Gr, Sz. Sh
Soil Application Rate
GPDIF12
'Eff#1
'Eff#2
' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30 5 150 mglL
F31Boring #
Q ponce
Ground surface elev. 98.25
ft.
Depth to limiting factor >106 in.
Soil Application
Rati
Horizon
Depth
Dominant Color
Redox Description
TextureMJ!;Oe
Boundary
Roots
GPDIFe
In.
Munsell
Qu. Az. Cont. Color
•Eff#1
•Efl#2
1
0-17
7.5YR 2.511
-
sl
cs
3c-vf
0.6
1.0
2
17-32
7.5YR 3/3
-
Is
gw
2c-vf
0.7a
1.6a
3
3246
1OYR 416
-
grs
Osg
dl
gw
2c-vf
0.7a
1.6a
4
46-78
1 OYR 5/6
-
s
Osg
dl
cs
-
0.78
1.6a
5
78-90
7.5YR 3/4Os
Om
mfr-ml
cw
-
0.2
0.6
6
90-106
7.5YR 518
-
s-cos
Osg
ml
-
O.7a
1.6a
nBoring #
® Boring 101.80 >105 in.
❑ pit Ground surface elev. ft. Depth to limiting factor
Horizon
1
2
3
Depth
In.
0-9
9-44
44-105
Dominant Color
Munsell
7.5YR 2.5/1
7.5YR 3/3
10YR 4/6
Redoxokcription Texture Structure
flu. Az. Cont. Color Gr. Sz. Sh.
- ! 2fsbk
- Is-Icos Osg
- Icas-cos Osg
Consistence
mfr
dl
dl
Boundary Roots
cs 2c-vf
gs 1c-vf
- 1 m-vf
Soil lication Rate
GPD/Fe
•Eff#1
0.6
0.7a
•Eff#2
0.8
1.6a
0.7a
1.6a
[ 57 Boring #
Horizon
❑ Boring limits factor in.
Cl Pit Ground surface elev. ft. Depth to rig
Depth Dominant Color�Redox Description Texture Structure Consistence Boundary Roots t
In. Munseli z. Cont. Color Gr. Sz. Sh. •Eff#1
• Effluent #1 = BOD, > 30:s 220 mg/L and TSS > 30 s 150 mg/L • Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L
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Kevin Grabau
From: Advanced Environmental<contactadvancedenvironmental@gmaii.com>
Sent: Wednesday, December 14, 2022 2:59 PM
To: Kevin Grabau
Cc: John Pelke
Subject: Re: Swelland - Sanitary Permit and stormwater basin
Follow Up Flag: Follow up
Flag Status: Flagged
Kevin,
It certainly isn't ideal, unfortunately, the spatial constraints of this site necessitate the placement of the trenches
adjacent to the proposed infiltration basin.
I looked over the Stormwater Management Plan for the basin including the soil borings provided by Thomas J. Schmitt.
He indicated sand to gravely loamy sand soils continuing down to at least 82" (directly beneath the proposed basin).
Given the limited area of runoff (driveway/parking only is my understanding) to be intercepted by the proposed
retention basin, the frequency and duration of water collection should be limited. The design of the east basin indicates
all water collected will be infiltrated within 5 hours following a maximum rainfall event. Much like POWTS trenches,
these systems are designed to move water away vertically, not horizontally. While some horizontal infiltration is
certainly possible, it should be very minimal given the course texture of the subgrade soils. The trenches are also
positioned uphill of the basin near the peak of the lot. Infiltrated stormwater that does flow laterally would follow the
natural subsurface gradients which head west towards the waterfront (i.e. away from the trench). As drawn, the
western edge of the lowest trench is approximately 10 feet (horizontally) from the edge of basin. All effluent will be
treated within 3 feet vertically and horizontally of the trench as per WI code. Taking all of this information into account,
it is my opinion that the infiltration is not likely to cause saturated conditions beneath the adjacent POWTS trench or
significantly reduce its treatment capacity in the long run. As a matter of precaution, however, the system loading rate
was reduced to 0.6gpd/ft2 (instead of an allowed 0.7) and the trenches are being dosed via a distribution box to
encourage even dispersal and lengthened "dry periods".
I share your concerns regarding the potential disturbance of the septic area by construction activities. I spoke with John
this afternoon. He will be out to fencece/tape off the entire area to ensure it doesn't become a parking/staging area. He
mentioned he would also discuss it with the builder/designer to make sure they were aware.
Let me know if you have any questions.
Thanksl
-Ryan
On Wed, Dec 14, 2022 at 1:33 PM Kevin Grabau <Kevin.Grabau@sccwi.gov> wrote:
Hello Ryan and John,
I am reviewing the Sanitary Permit for the Swelland property, located at along Cove Rd, in the Town of Troy. I
have a few questions for you. I have scanned in 3 different site plans, see attached PDF. The PDF has a
Grading & Erosion Control plan, the soil test site plan, and the Sanitary Permit site plan.
1. In reviewing the Grading & Erosion Control (GEC) plan, the East Biofilter has grading around the edges
in order to create the biofilter (stormwater basin). There are elevations listed for the top = 693.5'
(MSL) and BTM = 692.0' (MSL). The elevations on the site plan for the septic installation are set to the
BM = 100.0' There will be grading in the western portion of the soil tested area to create the
stormwater basin. I have scaled off the approximate locations of the soil borings on the GEC plan. The
system elevations in the sanitary permit show that the system will be installed at 2.50' below
grade/contour. Then there must be 36 inches of suitable soil below the system elevation, which means
a total of 5.50' below grade/contour. (approx. 697.0 — 5.50 = 691.50' for the west -most trench. Since
the top of the stormwater basin is 693.5' there is potential for the basin to fill in with water, at least
periodically, which could saturate the soils below the system elevation (treatment zone), since the
trenches are next to the stormwater basin. How will the system be protected against this potential
periodics saturated conditions? Perhaps the trenches are located far enough away that this will not
likely be an issue often? Just trying to think of this now, prior to installation and issues. I am not sure
whether they provided you with the GEC plan, as they show disturbance in a greater area than just the
stormwater basin.
2. 1 will have our staff include a Condition of the Land Use Permit, that the system area be flagged or
roped off, so that there will be no site disturbance in the area where the trenches will be installed —
both initial trenches and replacement area. Would you like to be the ones to flag this area to ensure
that there will be enough area for the initial and replacement system trenches? This would not have to
be done immediately, but certainly prior to any site disturbance. There is just no other location for
they system to be installed if the soil tested area would be destroyed.
Mike Wozniak, Land Use Administrator, is working with Swellands, SEH Engineers, and Stantek on other issues,
including the stormwater plans.
Thanks.
Kevin Grabau I Community Development - Land Use Planner
ST. CR P.NTY
2
From: Kevin Grabau <Kevin.Grabau sccwi. ov>
Sent: Tuesday, December 13, 2022 2:53 PM
To: Kevin Grabau <Kevin.Grabau@sccwi.eov_>
Subject: CDDIa1
This E-mail was sent from "CDDLAl" (IM C4500).
Scan Date: 12.13.2022 14:52:32 (-0600)
Queries to: helndesk@sccwi.Rov
Kevin Grabau I Community Development - Land Use Planner
1101 Carmichael Rd Hudson WI 54016
T: 715-381-4382 1 C: 715-716-0698
Kevin.Grabau sccwi.aov
ST. ':!RO 1,NTY
Advanced Environmental
W11932 560TH AVE
Prescott, WI 54021
(651) 327-0074
contactadvancedenv.wixsite.com/septic
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