HomeMy WebLinkAbout032-2110-40-000 �• ' wiscdnsin Department of Commerce PRIVATE SEWAGE SYSTEM y'
Safety and Buildings Division Count St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT) SanitarxP�fpi� tl�lo.:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. J 44YY
Permit Holder's Name: ❑ City ❑ Vil age E] To of: ate Plan ID No.:
Conrad, Patrick & Kristin =erset Township S = 3 536
CST BM Elev. :. Insp. BM Elev.: BM Description: Parcel T 612- o
( - = C% K,4 2110 - - 000
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark ,D$ (b6 (OD. -p
Dosing R ot Alt. BM 3 1 bi *I
Aeration Bldg. Sewer o (?y-o3,
Holding St /Ht Inlet 6• `� M �.fs f.`js'
TANK ETBACK INFORMATION St/ Ht Outlet �6.�( l3 14•`f8 1.62
TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet ty qo.'f S
Air Intake g•
Septic 7 S"o / NA Dt Bottom
Dosing �� p 6 .,. � r NA Header / Man.
.3 r
Aeration NA Dist. Pipe l o
Holding Bot. System
PUMP / SIPHON INFORMATI Final Grade
tk 5
Manufacturer /^ Demand St cover rEI,G
t C� S
Model Number t�JEOsIA 4`I`VGPM NCB ri.fo Im 0 �
TDH Lift � .4 Friction 2 � System (o S -DH
Loss Zb t
H _
Forcemain Length r Dia. Z " Dist. To well
SOIL ABSORPTION SYSTEM CL•�� a:T u -
B width r Length r �fI PIT No. Of Pits Inside Dia. Liquid Depth
(p
M N t N DIMEN 1 N
SETBACK
SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING cturer.
CHAMBER
INFORMATION Type O �� nn , o e Number:
System: AA.�^� 7 5 )� --- -" OR U
DISTRIBUTION SYSTEM P.
er.. d,.m. bb �
Header/Manifold Distribution Pipes � x Ho a Site x Hole Spacing Vent To Air Intake
Length � Dia. . Length Pipe(s) � Spacing L �� 9 "
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 Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1• (O 1 /ov Inspection #2• ' f
Location: 1783 46th Street, Somerset, WI 54025 (NE 1/4 NE 1/4 5 T30N R19W) - 0530191032 Cedar Valley Estates -Lot 14
1.) Alt BM Description = - � crQ C t. a
2.) Bldg sewer length= }H' `� 3 3 -�
- amount of cover = >If Z" S�-j eovcr
1;A
t o
Plan revision required? ❑ Yes j< No
Usether si a f fo o rr additional i orm I O 2 22. o 5 G, f.
SB g� , �eoQ CQ�Q� ao Al2 Ins ctor'sS' ur Cert. No.
ADDITIONAL COMMENTS AND SKETCH .r
SANITARY PERMIT NUMBER:
f
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Sanitary Permit Application Sal w Bui Div
In accord with Comm 83.21, Wis. Adm. Code 6t Ave. A
See reverse side for instructions for completing this application Madison, WI 5 o 7302
Dep of Commerce Personal information you provide may be used for secondary purposes (Submit completed form to coup if not
[Privacy Law, s. 15.04(1Xm)] county
state owned.
Attach complete plans to the county copy only) for the system, on a r not less than 8 -1/2 x 11 inches in size.
County State Sanitary Permit Number VChock if tevision to previous application State Ian 1. D. Number
L Application Information - Please Print all Information Location:
Property acne (/ �' �,\ Property tLPocation ? p
r 1 ' 0J o i v C o h W I /4N 1/4, S TJO N Rr /E or
Property Ownces Mailing Address Lot Number Block Number
55v : &Ri uG ST
City, State Zip Code phone Number Subdivision Name or M Number
► �- W( 5'Y o z� aCArz VA LLy
IL Type of Building: (check one) 0 will village
❑ 1 or 2 Family Dwelling - No. of Bedrooms : _
❑ Public/Cotnmercial (describe use):_ OI•own of ��� �
❑ State -Owned
Nearest Road /L 7 tt
Parcel Tax Number(s) - 2
III. T ype of Permit: (Check only one box online A. Check box on line B if applicable) S
A) 1. Z.New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System . system Tank Only Existing System
B) Permit Number Date Issued
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
• Non - pressurized In- ground ound k �o S) ❑ Sand Filter ❑ Constructed Wetland
• Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
• At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other.
V. Dispersal/Treatment Area Information: Z - 2_
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed Rate (GalsJday /sq. R) (hfmfinch) Elevation
L15a S S /, ✓ I63 Z :5
ion
VII. Tank Capacity in Total # of Manufacturer Prefab I Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con - Con- glass
New I Existing crete structed
Tanks Tanks
j 5Ol tl � GGo loot / / �✓EC —ks
bo Sao hod �✓rsE,� S ❑ ❑ ❑ ❑
's c-
VIII. Responsibility Statement
I the undersigned assume responsibility for installation of the POWTS shown op shed plans.
P�lumbe�s Name (print) I---- Plum s S' lure (no stamps RS o. Business Phone Number
�F1' � Z.23Z 2 7/5 2R `f3 / V
Plumber's Address (Street, City, State, Zip Code
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issu' Agent Signature (No stamps)
Approved ❑Owner Given Initial Adverse Surcharge Fee) /00
j Determination
1 Z UvU
Conditions of Approval /Reasons for Disapproval:
Ye V; sad• w4 S S�, ��a:zj�G6 7� (l�,, r ra.►ti !� Gmt v�h f,'ov..e � S y 51�+�l '�i
y � S�,Q Sanitary Permit Application Safety & Buildings Division
r ! In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
N VOSCOnSin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302
Department of Commerce [Privacy Law, s. 15.04(I)(m)] (Submit completed form to county if not
state owned.
Attach com lete plans (to the county copy only) for the system, ett; o I an 8 -1/2 x 11 inches in size.
County�57 I State Sanitary Pen N ber ❑ Check if revlsi6n� i State Plan 1. D. Number
I. Application Information - Please Print all Information bocation:
Property Owner Name r erty Location qq
�'1grt (�� /v 7Cl �� i f { 4 Z�QG 1/4 A 1/4, S S T3� N RJX or
Property Owner's Mailing Address ' ST CRGIx umber Block Number
J=Z) S PIN iv+& r' ' r c'� F,�� 4
City, State Zip Code Phon r Y ubdivision Name or CSM Number
SoM P.S ET 'ti/ t S9 U2 11 OLELAR VKLE.'I E! TKTL S
II Type of Building: (check one) --'` ❑ City
❑ 1 or 2 Family Dwelling — No. of Bedrooms: �3 — o ❑ Village
• Public/Commercial (describe use): Q$Town of S O AMR - �CV
• State -owned
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road TN
A) 1. ;(New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s)
System Tank OnIv Existing System 63Z -- 2)) 8 yo
B) Permit Number 9nte°19s0ed
❑ A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
ion- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland
O Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V Dispersal/Treatment Area Information: 94 r ro.c
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. ercolation Rate 6 yste Elevation 7. Final Grade
Required Proposed /5120 Rate (Gals. /day /sq. ft.) (Min. /inch) 2 ' E17d
�I Isad ISI-1A ..3 cl 3 95.y _rvy
VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
S�Pilc 1Gb /fY� l la((EK_S ❑ ❑ ❑ ❑
'bbd r� tC I lnl K_� ❑ ❑ ❑ ❑
VII Responsibility Statement
I, the undersigned, assume res on ibility for ins Ilation of the POWTS shown on th ached plans.
Plumber's Name (print) er's i ature (no tam M PRS o. Business Phone Number
_1_9 +_ P Fn x ZZ3 Z L)'2
Plumber's Address (Street, City, State, Zip Code)
!Bo k 29 5 DIZi�-_SSER W1 - Si Oh 9
VIII County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I Agent Signature (No stamps)
V1 Approved ❑ Owner Given Initial Adverse Surcharge Fee) �S o� l
Determination / ov
IX. Conditions of Approval /Reasons for Disapproval:
� q . %_5 2a � - �i �- k l ry koc�s �; 5 l33 ��u -tt ctr like. �6 �51r�fi
.j fyk 1.1 — /JJ A..
i /�wct � ✓ bG/ f 1� v S k#' 4 ;4e- ✓ wt .rc
SBD -6398 (R. 07/00)
* Safety and Buildings
y 10541 N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
*Asconsin www.commerce.state.wi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda I Blanchard, Secretary
October 05, 2000
CUST ID No.223242 AM: POWTS INSPECTOR
ZONING OFFICE
JEFFERY V FOX ST CROIX COUNTY SPIA
PO BOX 295 1101 CARMICHAEL RD
DRESSER WI 54009 HUDSON WI 54016
RE: CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/05/2002 Identificatio umbers
Transaction ID N4. 437536
Site ID No. 199447
SITE: Please refer to both identification numbers,
Site ID: 199447, PAT CONRAD L above, in all ;,correspondence with the <agency.
ST CROIX County, Town of SOMERSET; 180TH ST
NEIA, NE1/4, S5, T30N, R19W
FOR: NEW MOUND, 450 GPD
Object Type: POWT System Regulated Object ID No.: 763501
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. This plan action is subject to designer comments on the plan.
2. The maintenance plan for this system must be given to the owner of the POWTS.
3. The orientation of the mound system must be such that the longest dimension is oriented along the
surface contour per COMM 83.44(6)(a)2. P,(' . �.
4. Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. I ,,
5. Maintain well and waterline set backs per COMM 83.43(8)(1). �E 3 _ a
6. Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation. r I
7. The observation pipes shall be located at opposite ends of the distribution cell at a distance of d
approximately equal to 1/6 the distribution cell length. DIV
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
r inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
Inquiries concerning this cone ndence y be made to me at the telephone number listed below, or at the address
on this letterhead.
i
Sincerely, DATE RECEIVED 09/14/2000
FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
PATRICIA L SHANDORF , POWTS PLA VIEWER BALANCE DUE $ 0.00
Integrated Services
(715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM
PSHANDORF @COMMERCE.STATE.WLUS WiSMART code: 7633
cc: PAT CONRAD
MOUND SYSTEM DESIGN
Residendel AW11cation
INDEX AND TITLE SHEET
Project in fJ zl kz
Owner Ln M RAL
Address 55D �t (Z11J�, S"T
_.SnNxo. -SE. i VI/
S � r7 Z 5
Legal Description E '1A S i 3 0 _ /✓, 19 1�/'
Township sy\g'I.SET County Lp-'n u
Subdivision Name 04�1Z y A U `� EST. Lot No.
Parcel ID Number 63 Z - 21 I b - 1 /D
r ,
Plan Transaction Number v .�
MWILM 0-A.1!uL PA (3 t Z
k\b�►,n'J Cko %S SELF 4 fLAO View AA &E -k ;PONDENCE -
LAT E"L 1.A-Ib rr PA[elr 4 -
T&) l; CRS -cm I - rn as Inc. QA& E 5
BIv\P L fipa - v ppi., C 4�
taw ZIV�7 D Nli - 7
MAU k&(-- 6X 4 L0�171 I, En.JCY I �) P A L e S
SbIL -TtS-f AffRCNE
Designer Jeff Fox License Number MPRS 223242
Signature U Phone No. (715) 294 -3141
Date
Notice: Tan*wkg with tifb file by uraudwrtsed parsons is prohibiled.
Ddibsratr rmodiihmdon will result In dbek&wy action under s. 146.10. Wis. Stds.
Personal hformslbn You provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J.
SSD- 10462 -E (R.05M) Page of
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' Distribution cell Observation pipe
Fill material
H G Cover material
F- g• �µ
Tilled area
E.- -Slope Force main
G N
In situ soil y Z IN.
- Detailed cross - section of a mound.
A 7 P r
Distribution lateral Distribution cell 13
I
Force main K Fr
w p ..� r iku+.�_'.. � +.;jP•i -': to
P-
K B K I 1 Y. �7 Fr
1 Observation pipes
� 2G.S7 fr
1 p t. 4 4 Fr
4 L
- Detailed plan view of a mound.
Observation pipe Distribution cell
' CM Cp
v v Cover material
Fill material
(ASTM C33, fine
.aggregate)
:. I„
. ► :... ='�" B IZ - Z AGGRE &ATE
Tilled area
<. —Slope Force main
^Tncc_cArtinr, of a Mrnm�) Cvctem
M* b Aon system oonhlns: 4 Laterals)
LATERAL DIAGRAM - CENTER CONNECTION
Plane caned Intend diagram by clft tg in one of the drawings at
F and dragging the diagram into this area.
aoe man oorKneotwe as tee a Dross to a t and PaK
LaWak are Wendoal NOW
P 7 Rub S
� '►�EN2 art' Laterals k faoe main of PVC Soh 40
Last rnoie driMdne�t to � t3END (par COr�Nbt Table �4,a0.�
H , ol � e ,1 s l,, drill on the boa= of the Iaeaal
"ua% sP+a'd • • permanMK ow marker
Lateral length (P) Inch' unds ft
Lateral spacing (S) ft
Hole spacing (x) :A in
Manifold length ft
Hole diameter - in
Lateral diameter in
Forcemain diameter in
i
w
i
Lateral Manifold t Lateral
x x x x x!2 x2 x
x x x
Lateral Lonath Lateral Length
Oistnb ion Line
f,;F
PUMP CHAMBER CRC,SS SEC'IOIJ AQ0 SPECIFicAri0 "!5
VEIIT CAP
`"C.Z. vEUT PIPE
WEATHERPROOF APFROVED LOCKIAIG
25' = RO.^1 GOOK.
JUNCTION BOX MANHOLE COVER
• WINDOW OR FRESH 12 "MIU.
AIR INTAKE
GRADE I
_T
I 'i" MIIJ.
CONDUIT
18 "MIN.
INLET PROVIDE
AIRTIGHT SEAL I I II V
I I I
APPROVED JOIKIT A I I APPROVED JOIIJTS
W /C.2. PIPE I 1 W /C.I. PIPE
EXTENOtNG 3' I I ALARM EXTEKIDIAIG 3'
OUTO SOLID SOIL B i I I ONTO SOLID SOIL
c
I I O
ELEV. FT. I
PUMP - -�
,� OFF
D
COUCKETE BLOCK
RISER EXIT PEKmTrED ONLY IF TANK MANUFACTURER HAS SUCH APPROVAL
SEPTIC E _SPECIFfCATIOKIS
DOSE. WEEILS
TANKS MANUFACTURER: IJUMBER OF DOSES: 1 4 PER DAS
TAWK SIZE: 860 GALLO DOSE VOLUME
ALARM MANUFACTURER: TAQK ALE(ZY INCLUDING BACK 1 �7 GALLONS
MODEL ►DUMBER: /Qf CAPACITIES: A= Q7 OR S40 GALLOKIS
SWITCH TYPE: mERA'u(U g c 2 I NCHES OR H0 GALLONS
PUMP MANUFACTURER: MLss _ C= -7 INCHES OR 1(0 GALLONS
MODEL AJUMBER: - 94885 V/60 S 1' p e & INCHES OR _AQ GALLONS
SWITCH TYPE: MERP-OPL1 M OTE: PUMP AIJD ALARM ARE TO BE 3
MINIMUM DISCHARGE RATE St. GPM INSTALLED ON SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. FEET
+ MII�AJIIMUM NETWORK SUPPLY PRESSURE . , , : FEET
♦ FEET OF FORCE MAIN X F /pp fLFRICTION FACTOR.. �' FEET
TOTAL DYNAMIC. HEAD = ZA t` FEET
INTERNAL. DIMEIJSIONS OF TAKJK: LEk.j&TH ;WIDTH ;LIQUID DEPTH
Goulds
Submersible
Effluent Pump
3885'
CANADIAN STANDARD ASSOCIATION SP
APPLICATIONS • Three phase ' /z HP — FEATURES , Motor. Fully submerged in
1' /z HP 200/230/460 V, high -grade turbine oil for
Specifically designed for the 60 Hz, 3500 RPM. Class 6 Impeller: Cast iron, semi- lubrication and efficient heat
following uses: insulation, overload open, non -clog with pump- transfer.
protection. Balan
• Homes protection must be out vanes for mechanical seal
• Farms Designed for Continuous
f
• Trailer courts provided in starter unit. p Balanced or Operation: Pump ratin
• Shaft: threaded, 400 series smooth operation. Silicon P s are
9
• Motels bronze im p eller available as within the motor manufacturer's
stainless steel.
• Schools an option. recommended working limits,
• Hospitals Bearings: ball bearings can be operated continuously
upper and lower. _ Casing: Cast iron volute
• Industry without damage.
• Effluent systems • Power cord: 20 foot type for maximum efficiency. U Bearings:
standard length (optional 2" NPT discharge adaptable 9 peer and
lengths available). for slide rail systems. lower heavy duty ball bearing
SPECIFICATIONS Single phase:' /3 and'' /z HP Mechanical Seal: Silicon construction.
Pump: —16/3 SJTO with three carbide vs. silicon carbide Power Cable: Severe duty
• Solids handling capabilities: prong plug. % - 1'/2 HP sealing faces. Stainless steel rated, oil and water resistant.
% maximum. —14/3 STO with bare leads. metal parts, BUNA -N Epoxy seal on motor end
• Discharge size: 2" NPT. Three phase:'' /2 -1'/2 HP elastomers. provides secondary moisture
• Capacities: up to 128 GPM. —14/4 STO with bare Shaft: Corrosion - resistant barrier in case of outer jacket
leads. damage and to event oil
Total heads: up to 123 feet s On CSA listed stainless steel. Threaded g pc
event
models — 20 foot length wicking.
SJTW and STW are design. Locknut on three
• Mechanical seal: silicon O positive
: Assures
p hase models to gua 9 P
carbide -rotary seat/silicon standard. against component damage sealing against contaminants
carbide- stationary seat, 300 on accidental reverse rotation. and oil leakage.
series stainless steel metal
parts, BUNA -N elastomers.
• • Temperature: METERS FEET
1041(40 continuous 90
140 °F (60 °C) intermittent SERIES: 3885
• Fasteners: 300 series 25 80 IDS
wE, R M:
VARIOU
stainless steel. sal
• Capable of running dry 70 *I EIC sFr
without damage to a 20
components. 60
Moor:
• Si S2 ngle phase:' /3 HP,115 = 15 5 0
or 230 V 60 Hz, 1750 RPM; 'n 40
Y2 HP,115 V, 60 Hz, J
3500 RPM; Y2 HP —1%2 HP, ° 10 30
230 V, 60 Hz, 3500 RP .
Built-in overload wit 20
c reset.
automatic •
Class B insulatio . �• 10
-� 0 0
v � 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM
G 0 10 20 30 m
CAPACITY
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081`17/2000 11:53 715 -634 -5150 HAY SAFETY AhID BLDGS PAGE 04
( 08/11/2000 08:30 715 - 726-2549 krirrtwcs r rLLS
i
t
Mound System Management Plan
I pursuant to Comm 83.34, Wis. Adm Code
S eplIC Tank
The septic lank shall be maintained by an Individual ceR!Bed to marvloe aeptie tM3 under $ 281.48. Slats. The contents of fie septic tank
shall be disposed of in accordance with NR 113, Wis Adm. Code. The opsratteg cOnWOn of the septic tank and ouUet filter snap be
assessed at least once every 3 years by m3pectipn. The outlet futer cleaned as necessary to ifs suue,prolier operation The filter
Cartridge should not be removed unless provisions are made to retain slide in the tank that may slough oft the filter when removed burn tie
enclosure It We filter is equipped with an alarm, the Rltar shalt be swN4*d if We AWm is activated continuously. Intetlnittenl Flier slams$
may indicate surge flows or an impending continuous alarm. The septic tank spas have Its contents removed when the volume of sludge
and scu in the tank e�rceeds 113 the liquid volume of the tank. If Pte Oonta at Of a nt; of the tank are not rsntovsd tie t{rrte inenn
m ial
ssae33mertl, maintenance personnel shall advise the owner of when the next tlervice Made to be performed to maintain Ie34 than
maximum scum and siudga set:umutatien in ate tank. The addition of blologicsl or chemical additives to enhance septic tarot performance
S generally not required. However, it tue t VMdUCts are used they sip be approved for septic tank use by the Department of Commerce.
safety and Bullding3 Divfsloo,
Purno Tank
The pump (dozing) Mi 5,'121 be hSpeC'90 at least once every 3 yeas. Ap stitches, alarms, and pumps shall be tasted to venty proper
opwatrort. n An eMueni filter is Installeo w1tNn the tank It snail be Wagiecled and serviced as necessary.
i Mound and Pr ifesure DlstriWien 3YstaM
i No trees or snnras mould be planted on the mound. F%ndMgS may be made sitir,tnd the mound's perimeter. and the mound shall be
seeaea end mulched as recessary to prevent aoston and to ttrV0de sorts WoUcticIn from frost penetration. Traffic (outer than'.lor
vegtetobve maintenance) en the mound is not recommended since sot GonpaoMen may h4-4er aeration of he Infiltrative surface withir the
mound and snow Cbrnoa4Uo n in the winter will promote Moat penetration, Co10 waautor Installations (October- February) dictate mat the
mound be heavily thulened for host prolecilort.
InAvent Cvallty Into the mOUnd 6y3tem may not exceed 220 mg/L 8006, 150 mg/L.TSS, and 30 rnVL FOG. Influent flour may rot oxcood
maximum design low saecifed in the permit for this tnstallaticm,
The pressure distribution system is provided with a flushing point at the and of each (sterol. and A i6 recommended that each lateral ce
flushed of accumulated solids at least once every 16 mor:Ms. When a pressure lest Is Deformed it should be compared to the initial test
when tree system eras Instatleo to determine 4 orifice CIOW!ng has ocCUmad and It ortRoo cleaning s required to mainoin equal distribution
within the %isper3al Cell.
Qb -jtlrvaron pipes within the dispersal cell shall be c tacked for aft.tertt DOndinQ. POrtdlrtg IQvetS Shall be reputed to the owner, no any
levels aocve 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
nri
TMs Itystsm s11211 be operattitd In 2=1 agdt COMM &244 Was. Adtr. Code. and snap maintained in accordance with its' component
manual iSBD- I OSTZ -P (R. SMA and local or state rt:loi Pei". k*q to %Wterm msintenoe end maintenance reporting.
No one should over enry a septic or PUMP tank since danQeroW game ff * bt► present th 004d cavaa death. Septic and pump tank
30aNcriment snap be In act otdanCA whit Comm 8 Wla, Adm. Coda WW tie tarNq are no longer used as POWTS components.
Septic or pump tank manhole risen, access nears and covers should be Inspected for water tlghlness will soundness Access op enings
used for service and assessment shall be sealed watestiphl upon the completion of service. Any opening deeneid unsound. detective, or
SLOISCt to faltura must be replaced. Exposed access VDensMp 9m eve then 840ea In diarnater shall be secured by an effoCdve IOOkiny
device to prevent accidental or unauthorized entry Into a tank or eeriptffartl
ContInaona Plait
If Ile septic tank or any of its components become dvhx*4e oe tank er aontpOnent share be repaired tx rgpaeoe0 tO keep ate system to
i proper Operating condition.
If the dosing tank, pump, pump contrOlS, alarm Cr rooted wiring beOOftIM d@%CVW the defective component shall be immedately ra pacred
w replaced with a component of the same or @Wei periprmand.
It Uw mound Component falLt: to accept wattkwater or bsgine to d* *WP wastewater to the ground surface, It will be repalred Of fQrI2CQd
tin rte' present [oration by Increasing basal area It we leakage gOWS or by rarraving biotogicbpy clogged absorption and daper3al media.
and teleted piping, and replacing said components as doomed necvbtfy to bhp Ibe my6Wrn into proper operating Condition.
Questions an the oporaltan of malnianee of this syatam 04tild be d'ird" 110 YW designer• WJnty Coning Or tfeaNh irgpect«
Paps 8 of
08 - 15 - 99 1 0:53 REr�EIVED FROM:715 634 5159 P•04
Zp a i08Z9�Z5TL:P102j3 Q9AIHUHt3 9T:99 66 -ZT -96
Wisooctsir T7spzc'ls-mtaFt::xrntl SOIL AND SITE EVALUATION ?w 1 of 3
Uwk bn of Said and BoAd'xrgs in accord with Comm 83.05, Wls. ruim_ Cade
kruvic+ort»tiarsl By
AftaLh wrap ebe site plan on paper not lem tree- 874 x 1 i wx*wv m mm. Plan must cou
it iotit:, ixri tart iniici in_ vcifwW and lrmkordai rerererm point (SWJ, arecikm and Ct E.`SflYY _
pmc m* *vqw, stele or dkrmusAa >z, nwlh arrow, and iw ation acrd dlance in neratwl road- �'aroai i.i3 ilE
APPLICANT IIFORAWIM - Please print alf bWbnnr daft
pWWVAl irrfarr VWM pore prcert* Wel t o U t eer�c ;u , , A'. — :F --i tar. +� 1�4 (i i Gmr'e Revie�yu�x) BY
° ty tset °`� m
tVfl Gaul. Lai K l/t NE 114 S S j iii N l9 W
Pmpeq. CWwrs "wV Address - w:- lA tt bkv* - Subd. Name orCSk*
2040 Oriole Ave � � s 4 j. Cedar VA7 hStatt
VfE1 ^' Ta-n Nmed WW
mt7er J Gyr ape ^?
�Il'j Slate Zip (.acte f �_
StiIfl ;ifie MN 55082
New ConsMiclion Else Z Resi� i ifl miw of bedrooms 3 -- - _ to exispn9 bltmrfc V
F Rq*mmeot E) PLA* or conMCW desc rft --
Cod DMIed day flow 450 gpd Rear>rtnletsded de9p loadinq ts9e — ; - � __mod, r'W A , Wd��" +
u rea req * ed 1500 best, E 1 - 125 tt mb, IF iulaotftnurtt pestiga ivadn�l rate _ �.- ___ -.- bt:d �difl` Y ��•
Rfl 1d8d 1 011 ;;I1f1�Ge It S) 98', 95 & 92' _i1 ka& heft b site plan boflClYi W
A n� de�grt { Stb_° GQttSt( t brr5 � m ikrak < tarumbas A) m to mnd dggb mquum=ts albwA by aodc...
Pme "aw J u t €d i au flood lain eleaaiort it
5� for Cortweruional lAOmfu In- Ground ire A I tirade ! S7mmm in FA i loiailQitrnir
Wunswwe tr sin E s Liu � s -r u ff & u s, Pi S Z u S �a i3 S ra U
SOIL DES PPM rREPOR i
GMM
$tuirl9# r TC
? Qu, SL Corp CObr �ttirre ' G+ Sz. 5h ' i etd Tlanctr
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1 I 0-13 Syr4l4 - s1 2m bk mf r - cs 2f n S 6
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6'r
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twtx
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l tl- l2SyI4/4 - 2r n3bB >A�W 2C 7 8
2 t, 12
Ground Syr4i4 2 m mfr► it -3 4
_ is msbk mrfr
3 42- 8 � 5yW4
rnr
1 02 :36 f(
factor
--
- r
i
1 -
- a
p {
G$T Flame 1 6mv Plitt Vgnslum � � �� Teietrifone tiles
�K)fn C C. TV r �" .v,......_,. ---- --'- -- - - --- 115-246 -24J4...... -.-
����__,_.�t CST Number
A &Msg f �CSf '
1432 120th StraciE Mraw RacUmard. Et t 540 tT ^,, "^"^ 12;'?a3 20
(1
i
N
T08Z9t�Z5TL:YIOLi3 Q�AI3��23 TT:90 66 -ZT -80
PjVPERTY DWMEW r j� Ste.. DESCMP'fM REPtWT F 2 of 3
PARGM1D _ Euvi�mk+aAii
GPM
9 � 1
Gr. a Sk �'."'�etx�{9�tr�ary t Rood 9 am Tmrch
3 I 0-l2 SyW4 "� -- s1 2ffd* mfr cw _2f .S .6
2 PIZ-39 Syr4/4 - - Is 2'nsbk m vfr cw ( If -7 .S
am 3 3" E 5yr4l4 c:2 Y7.55TSIS sd Icsbk mfr ^ ' cw t - � 2 .3
4 , 5yrV4 .3 _4 -
�....
DtVfi in 3 f s
3344 __-�__,� _.,._ ' _. ti. �. K.. y._,�_......,,.....,...- -• - - -�- -•- -- ' - - - - -- __ ._- � ....._.. —_ __.�..._.
w
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rr n a
RemarkE
Gmund
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r r �
4 r
i
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dev
y r
{
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] q f
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4 • ,bS� d T08Z9tZSTL:WOHA Q�AIH�32i [i:90 66 -ZT -80
fRVf"POKA[R7AL �Y [51
1432 12& STREET, NEW RICHMOND, WISCONSIN
7 i 5 -2,1 ' 2454
Tom Nelson
Certified Soil Tester 227387 — Registered Sanitarian SR00713
` d sa#+ k�ri# st s # #xs #tx # #x # # * #i #fi #lF+C4kiM t.x:�tttsax # #sxsss* #say #N *NWeMc
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SCALE 1" - Tom Nelson
BM t. =--;, r j y 1� r
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s127 l97
SCALD. ► f = 4,0
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.: PUf-AP CHAMBER CRuSS SEC 7 101.1 AIJG SPECIF'ICA rI0 "!5
+ - p k:
VEA:T CAP
4'C. I. VENJT PIPE
WEATHERPROOF APPROVED LOCKING
25' FROM DOOR, JUUCTION BOX MAIJHOLE COVER
;WINDOW OR FRESH 12 "MIN.
AIR IMTAKE
GRADE I
I
4" M
CONDUIT -- IB" /MIN.
IB "MIAI, ___ -_____
INLET PROVIDE
_T AIRTIGHT SEAL I I
APPROVED JOINT A I I APPROVED J01►JTS
W�C.Z. PIPE I III
EXTENDING 3' W /C.I. PIPE
i II EXTEWD 3'
OWTO SOLID SOIL ALARM
a I I I ONTO SOLID SOIL
i I
o N ,
c I I
ELEV. FT. I
PUMP, - -J
OFF
D
CONCRETE BLOCK
RISER EXIT PERMITTED ONLY IF TAIJK MANUFACTURER HAS SUCH APPROVAL
SEPTIC E SPECIFI'CATLOAIS
DOSE
TANKS MANUFACTURER: �1�ELS IJUMBER OF DOSES:_ PER DAy
TANK SIZE: Aty� GALLONS DOSE VOLUME
ALARM MANUFACTURER: 'FANk INCLUDING ISACKFLOW: /25 GALLONS
MODEL I.IUMBER: )G`I V CAPACITIES: A= 27 INCHES OR 54 b GALLONS
SWITCH TYPE: Iy\E.IZI2_L.)1_y B= 2 INCHES OR L ID GALLONS
PUMP MANUFACTURER: GCULb _� C= 7 INCHES OR I�)b CPA LLONS
MODEL NUMBER: —J�__lp® -5 D- y INCHES OR g15 GALLONS
SWITCH TYPE: �E�CU�y NOTE: PUMP AND ALARM ARE TO BE
MINIMUM DISCHARGE RATE 3 a FPM INSTALLED ON SEPARATE CIRCUITS
VERTICAL DIFFEKE DETWEEN PUMP OFF AND DISTRIBUTION PIPE., /5 FEET
+ M M 1 1 1 IMUM NETWORK SUPPLY PRESSURE .. .Ut FEET
+ FEET OF FORCE MAIN X /`Sy F /pprTFRtCT10AJ FACTOR.. /" FEET
TOTAL D'JQAMiC HEAD = 14, 25 FEET ZO 6NIL
INTERNAL DIMENSIONS OF TAUK: LE.k..iGTH ;WIDTH ;LIQUID DEPTH
SIGNED: K -
LICEUSE NUMBER: 1�I 2z32y
z DATE:
MODEL •
• • • P' , •'
Su bmersible •
ump Spec fications F ,
METERS FEET
` k '0 MODEL: 3871
Q "
Disc�iarge size . NPT 9
so s maximum
Motu :_r 25
Single phase: 115V 5
Materials of Construction _
5
v
Brass/thermoplastic 0 15 epos
Features and Benefits o
*Top suction eliminates 3 10
impeller clogging. 2 epos
• Corrosion resistant 5
construction. L ° �
• Float actuated switch. ° 20 30 40 a
0 2 4 6 8 10 12 mapr
CAPACITY
i METERS FEET
MODEL DVP03 Pump Specifications Features and Benefits
a o 6 2° '/,° and HP • EPO4 impeller- semi -open design
3. = 5 Up to 60 GPM with pump out vanes to protect
t Maximum head to 32' mechanical seal.
< Discharge size 1 NPT • EP05 impeller - enclosed design
i;
3-10 Solids: 9 /4 maximum for improved performance.
Rugged glass - filled thermoplastic
' S All motors feature ball • casing and base design provides
° O _L construction. superior strength and corrosion
0 5 ,° ,5 20 25 9° 35 ao u.S. Single phase: 115V resistance.
o i �ACITY 6 8 /0nPAW Materials of Construction • Cast iron motor housing for
Cast iron efficient heat transfer, strength,
Thermoplastic and durability.
Stainless steel • Corrosion resistant threaded
stainless steel shaft.
• Available for automatic and
manual operation.
• CSA listed models available.
All Models are designed for continuous operation and feature stainless steel hardware.
of 3
`w sat�rdofCommerce SOIL AND SITE TION
Division of Safely --W Buildings in accord with torn iRi�S ° m e
Attach complete site plan on paper rat less than 8%x 11 inches in sue. ,/ county
ire klde, but not knAed to. veriicai and horkoaiai reference point (W, ealion and o u ``'' fit. Croix
pa slope, side or amwnsi m, nooM arrow alocation nd lo and to nearest rd", > 0- 4
t� X r � - awel i.D.9
APPLICANT INFORMATION - Please print all lMon#rtion � — `v )
P � � be for �y � :P+trttcl . s '"�`l~� tml:' r g I b
Property Owner FL -- Nu r�
ke Lot '� tii�,�I NE t/4 S 5 T 30 KR t9 W
Pmpe --rty Ownera Matt Address � Name or C— 2 Ortote Ave. N 1 6, Cedar V Mates City State Zip Code PhoneNfumber =ity _Mane
N;� NTown dearest Road
Stalvvaw NiN 55052 � r 1t`sC!'fitAv
New Construction Residential / Number of bedrooms 3 I Addition to existing building
1 Rowement Public or WWWdal describe
Code D akoed daily few 450 gpd ReconmralaUldesign baft rale bed, g - -L'—S tffl t, g
AbSMPIM area required 1500 bed, ftm 1125 trench. W Maxirnurn design loathing race 4 �' bed, gpaW its _ #GnCh, W&Te
Recottttttended utl ration Sirlace cievabon(S) 9W, 95 tF 92' It (as MkiffBd to Sb Plan bent tniar
Additional design / site consWerallon Use infiitra m coaoobers so as to meet dept& mqui ernents allowed by code...
Pamtt rnaleriai I ocW Ova ptecw Out%°&* Flood pla elevation, if as It
$= bile for Sett 4 Conventional I Mound I in-G=nd tyre i AT-Grade SIsiem in Fill i i-ioidig Tanis
!l=Unsuftatile for syslieltt u S ti i 0 S .O it n S 'r � i1 g 0 S M U i 0 S 0 U 0 S 0 U
SOIL DESCRIPTION REPORT
0 Lbrnirant. Colors ides u st:cbse a N u GPM
Horizon I in. MunseN Qu. Sz. Cont. Color ° Tsxl Gr. Sz Sk Rom Bed Tech
1 0-13 5yr4/4 - i 2msbk mfr cs 2f .5
2 13 -5, syr4 /4 - 1s 2msbk mvfr cs if .T A
Ground ; 52_96 5yr4 /4 - u sct ° 1C:sbk a mfr w - - q .2
ekv
102.09 ft
M S B II II II II (l i
N V II�q ,V
Depth to o d g l o p ii
- =ter —te
limiting w N N it N w N it II
factor V w @ N N N M
N & II p II N V II V
Remarks:
2 1 ()-q 5yr4/ j - is 2msbk rrrvR crov 2f .7
2 t?�-4z Syr4 /4 - s1 m mfr cw If .3
3 4
elev 99 5yr4/4 - is 2msbk mvfr - .7
lev
a it n n 6 n n
102-36 ft V N N N II N N U N
Depth q q SZ. � yjy a N u l 6 0
to N u n I u li it
limiting i l a N q w e q fl
factor o a e e b e E b N
� II N N q II N V N N
I B B & @ II N ! II l
Remarks:
r CST Nam (Please Pri) mature: Telephone No.
T mas r Nefson T15 -24K -2454
Address Envira t m i ( a M t By 13esi#pn Date CST { i ► � J m� Ref
t" tLVi1 r7KM. - t, Li V Yi 54 017 03r.912 2273
SOIL DESCRIPTION REPORT F Page 2 of 3
PARS I 1.02 Stucue
D epM ma&w=� GPDr. ii HOriZDn Color Texhn
Gr. Sm &k Ponsis� Bouidary Roob
in. mursd Qu. S... Com.
11 a n BW Tmnch
3 1 0-12 SyA/4 S1 2msbk mfr cw 2f .5 .6
2 12-38 5yr4/4 Is 2nisbk mvfr cw If .7 1
Ground
dev 3 ii 3" 5yr4/4 p c2p7.5yr5 /8 u sd ii tcsbk w nifir u ew 2 .3
. ft 4 w 44-96 a 5y.-4/4 -SI
.4
Depth to
fa*f
"Gr
GrowW
ele►
U" ID
1
Reffak& II IIII
Cownd
eiev
D" to
Rpffmk-q
Gmund
eky
im ft-v.
tactwor
Rernwrks:
t y . [KVf •
1432 120 STREET, NEW RICHMOND, WISCONSIN
715- 246 -2454
Tom Nelson
k Certified Soil Tester 227387 -- Registered Sanitarian SR00713
0
1
3"
$� i lia
Qa I ba-3G
a3
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5-17 -q7
Loft i W a y Uc- 4\� z
SCALE 1 1 V = Tom Nelson
r
BM 1. o �, ��t S ie w/ Oran,
BM 2 r
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I
VYsamsin Department oflndustry, SOIL AND SITE EVALUATION REPORT p atim -Of
t.l;W and Muman Relations
' .Oiwisirn of safety 6 Buildings in accord with ILHR 83.05, Wis. Adm. Code
F Y
Attach complete site plan on paper not less than 8112 x t 1 inches in size. Plan must include, but not limited to vertical and horizontal reference point (8M), direction and % of
slope, scale or RCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. 032-2017-10
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWEp BY D TE
lam � /c av
PROPERTY OWNER. PROPERTY LOCATION
Mike Lundberg GOVT. LOT NE 1/4 NE 1/4,S 5 T 30 ,N,R 19 A (or) W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
2040 Oriole Ave, N, 14 Cedar Vallev Estat
CITY, STATE ZIP CODE PHONE NUMBER CITY EIVILLAGE [MOWN NEAREST ROAD
Stillwater, M. 55082 (612 436 -6172 Somerset
(] New Construction Use [ Residential / Number of bedrooms [ ] Addition to existing building
j) Replacement (] Public or commercial describe
Code derived daily Bow 450 gpd Recommended design loading rate .4 bed, gpd0 .5 trench, gpolft
Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate _.g,__ gpd/R 5_ trench, gpolft
Recommended infiltration surface elevation(s) 100.60 ft (as referred to site plan benchmark)
Additional design /site considerations system el. based o n con .o it l i n e of e,1 99-60
Parentmaterial pitted glacial drift Flood plain elevation, 0applicable na ft
S = Suite kv system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable Ion stern 0 S ®u K) S❑ U I 0s ®U ❑ S ®U 0s MU I [IS p u
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed fiartch
1 0 -9 10 r4/4 none sil 2msbk mfr 2f
1 .
2 9 -26 7.5 r4/4 none sicl 2csbk mfr if .4 .5
Ground 3 26-40 5 r4/4 none scl 2msbk mfr
elev.
1 1 t. 4 40 -68 7.
Depth to
limiting
factor
411�
Remarks:
Boring #
• 1 0 -13 10
2 xY
2 1 13-28 7.5 r4 4
Ground 3 8-44 7
elev.
Depth to
limiting
factor
i **
'1
V
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6200 S Z.•
Address: 1554 200th. New RichmoW. WI 54017
Signature: Date: S_77_g7 CST Number: m02298
i
P ROPEMYOWNER Mikp Lu nclhpra SOIL DESCRIPTION REPORT Page��
PARCEL I.D.e
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BwdwY Roots GPD /ft
in. Munsell Cl u. Sz. Cont Color Gr. Sz. Sh. g� reraGh
L I 'l 2msbk mfr cry 2f .5 .6
2 14 -29 7.5 r4 4 none sicl 2csbk mfr gw if .4 .5
Ground 3 29 -39 1 4 4 2 7.5 r5 8 cl m na ow na n .2
elev.
97.2 ft. 4 39 - 7.5 r4 4 2 7.5 r6 8 scl lcsbk mfr na na .2 i.3
Depth to
timitmg
factor
29"
Remarks:
Boring #
. -,E..
Ground
elev.
ft.
Depth W
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Ram�r4e•
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Mike Lundberg New Richmond, W 54017
MPRSW 3254 NANE� S5- T30N -R19W (715) 246 -6200
town of Somerset
lot #16 -Cedar Valley Estates
N
1" =40'
&4.= top of NW lot stake @ el. 100'
Alt. BM= 2 pvc pipe C el. 95.45
All 17-6'
bt
�
Z� ►1 ta.�`'
bf
Gary L. Steel
5 -27 -97
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer PAC IDC. K. J � C00 + K 1(J [ti't CPLA VAQ
Mailing Address t;_S D 1`7MM( e, Z �ta�� � Co ( 5e(02'
Property Address 1 '63 y(o T
(Verification required from Planning Department for new construction)
City/State �tl T , f!� Parcel Identification Number 0 5Z 21 /0
LEGAL DESCRIPTION
Property Location SV / _9L Y,, Sec. T -Rj'3 W, Town of -��
Subdivision GAS- �(<K L"f - FS� Lot #
Certified Survey Map # 5 0 5 R - , Volume �., . Page # 1 l h�
Warranty Deed # _„ K - e I Volume _ 1 S/ . Page # ya
Spec house ❑ yes 0 no Lot lines identifiable X yes ❑ no
SYSTEM MAINTENANCE
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_
The property owner agrees to submit to St Croix Zoning Department a certification form, signed by the owner and by a
masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiratio te.
'fd 4 (L'4
SIGNATURE 00 APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this 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 warranty deed recorded in Register of Deeds Office.
Y, 2--
SIGNATURE dF APPLICANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * ****
«« Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567 -P (R.6/99).
Table 1: System Design Specifications
Sanitary Permit Number D
Number of Bedrooms
Design Flow - Peak (gpd) SD
Estimated Flow - Average (gpd)
Septic Tank Capacity (gal) 10D o
Soil Absorption Component Size (ft') 1 SOU
Type of Wastewater Domestic
Table 2: Soil Absorption Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Component
Design Flow - Peak (gpd) 0
Maximum Influent Particle Size (in) 1/8
Maximum BOD (mg /L) 220
Maximum TSS (mg /L) 150
Table 3: Maintenance Schedule
Septic Tank Inspect and /or service once every 3 years
Outlet Filter Inspect once a year and clean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure
proper operation. The filter cartridge should not be removed unless provisions are made to
retain solids in the tank that may slough off the filter when removed from its enclosure. If the
' Management Plan for a Septic Tank and Soil Absorption Component
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. The
a
septic
tank shall have its contents removed when the volume of scum and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
time of an assessment, maintenance personnel shall advise the owner of when the next service
a accumulation in the
be performed to maintain less than maximum scum and sludge needs to 9
P
tank.
Manhole risers, access risers and covers should be inspected for water tightness and
soundness. Access openings used for service and assessment shall be sealed watertight upon
the completion of service. Any opening deemed unsound, defective, or subject to failure must
be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by
an effective locking device to prevent accidental or unauthorized entry into the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being in full compliance with OSHA standards for
entering a confined space. The atmosphere within the septic or other
treatment of holding may contain lethal gases, and rescue of a
Y
tank may be difficult or impossible.
person from the interior of the y p
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank is no longer used as a POWTS component.
Soil Absorption Component
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by inspection at least
once every three years. The inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic clogging of the soil.
2
Management Plan for a Septic Tank and Soil Absorption Component
Plantings of deep- rooted trees and shrubs directly over or within ten feet of the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
RIVER VALLEY ABSTRACT Fax:715- 386 -7664 Aug 3 '00 1638 P.01
15� 408
,c: ?PAGe
623421
Warranty Deed REGIST O D EEDS
REGISTER OF DEEDS
ST. CROIX CO., WI
K VD FOR RE=
This Deed, made between LUNDGO CORP., A MINNESOTA 05-0 -2000 10:00 M
CORPORATION, GRANTOR YAAAAIITY KED
and PATRICK J. CONRAD AND KRISTIN M. CONRAD, a I
HUSBAND AND WIFE, GRANTEE
COPY
WITNESSETH, That the said Grantor(s), for a valuable 7011198 FEE: 104.70
consideration conveys to Grantees) the following described REMINIi FEE: 10.00
real estate in ST CROIX County, State of Wiscmin: = 1
THIS SPACE RESERVED FOR RECORDING DATA
LOT 14, CEDAR VALLEY ESTATES IN THE TOWN OF NAME AND RETURN ADDRESS
SOMERSET, ST. CROIX COUNTY, WISCONSIN.
032 - 2110 -40
PARCEL IDENTIFICATION
This is not homestead p'opunY
Together with all and Singular the hereditament, and appurtea u ces thetwnto belonging;
And above named grantors warrant that the title is good, indefeasible in ft simple and five and clear of
enmwbratrces except any easements, restrictions and reservations of record, municipal and zoning ordinances,
and will Warrant and defend same.
Dated: MAY 19, 2000
(SEAL
IC (SEAL)
ICHA L LU RG, PRES.
(SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Sip�a�a)1wtMaKic,�
stm orwlaaWn, )
ST CA= C -dy. )
TITLE: MEb1BER STATE BAR OF WISCONSIN Paraoeally ante bdbm me on MAY 19, 2000 ft above ttaaood
MICHAEL LUNDBERG to be kmwm b be *, Pe,*,) pb
w�� merit and seknowlWSed flee aamo.
OWN
THIS INSTRUMENT WAS ARAFM BY: ROGER — ( �>> )
HLM& NA ISC N S Notary hkht, ST CROD — ..; Wh
FiUDSAN, WISCONSIN My a is pam"NaL (Irnot, aato eayintsan dale:
JANUARY 4, 2004
RIVER 'VALLEY ABSTRACT Fax:715- 386 -7664 Aug 3 '00 16 44 P. 01
1512PFrr 408
Warranty Deed REGIST O DEEDS
REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between LUNDGO CORP., A MINNESOTA 05-22 -2000 10:00 AM
CORPORATION, GRANTOR VAWAM
i QED
and PATRICK J. CONRAD AND KRISTIN M. CONRAD. OT
CER CUDY FEE:
HUSBAND AND WIFE, GRANTEE COPY FEEL
WITNESSETH, That the said Grantor(s), for a valuable: 10.00
consideration conveys to Grantee(s) the following described PAGESt I
real estate in ST CROIX County, State of Wisconsin:
THIS SPADE RESERVED FOR RECORDING DATA
LOT 14, CEDAR VALLEY ESTATES IN THE TOWN OF NAME AND RETURN ADDRESS
SOMERSET, ST. CROIX COUNTY, WISCONSIN.
032 - 2110 -40
PARCEL IDENTIFICATION NUMBER
This is not homestead property.
Together with all and singular the hereditaments and appurtenances thereunto belongirig;
And above limed grantors warrant that the title is good, indefeasible in fee simple and free and clear of
encumbrances except any easements, restrictions and reservations of record, municipal and zoning ordinances,
and will warrant and defend Same.
Dated: MAY 19, 2000
�
(SEAL) (SEAL)
4UDRP- ICHA L LU RG, PRIES,
(SEAL) (SEAL)
AUTHENTICATION
ACKNOWLEDGMENT
Signdure(s) authcNicawd:
rptgu or wiacU/plln, )
I SS.
— — - - ST CROIX County. )
TI TIE MEMBER STATE BAR OF WISCONSIN Farsmally came before me on MAY 19, 2000 the ebow: named
MICHAEL LUNDBERG to be known to be the peno gs) who
y��seuioc �VM9 ledged tlw s ame.ROG
THIS INSTRLTM .NT WAS DRAFTED BY: (type or pant)
KRISTTNA OOIAND Notary Puhlic. ST CROIX County, Wiacomvn.
HTMISON, WISCONSIN kfy conenission it pern=ent. (Ifnot, stare aqp ration ddc
JANUARY 4, 2004
08 - 04 - 99 15:45 RECEIVED FROM:715 336 7664 P.01
08 /03/00 THU 15:58 FAX 715 386 1W REGISTER OF DEEDS
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08 - 04 - 99 15 :50 RECEIVED FROM :715 386 4687 P.01