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Wisconsin Department of Commerce * �� PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
430592 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Blake Builders, Inc. I St. Joseph Township 0
CST BM Elev: Insp. BM Elev: BM Description: I,, Section/Town /Range /Map No:
2 _ - vt& 23.30.20. Q
TANK INFORMATION v ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic SQ B chmark o3. g
70
Dosing Alt. BM
� acsr 5� � 3 • ! e • l
A Bldg. Sewer Si log,
Holding
St/Ht Inlet
N.
TANK SETBACK INFORMATION a ri ll" g! � '( St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic / b / b Dt Bottom •� 9s
Dosing G 0 Header /Man. b.
� s
Aeration Dist. Pipe
Holding Bot. System 1�5 1 0(-1
PUMP /SIPHON INFORMATION Final Grade
Manufacturer G Demand St Cover — 2 /Scy jh GPM 104-3 .3a ��•3 ,
Model Number
30 a1 3. 00•6
TDH Lift / Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM b 4 cc..� ^A (0. I136 /G .
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: / Y1b� OA UNIT Model Number:
I . I I 8b I><
DISTRIBUTION SYSTEM
Header/Manifold Distribution 5 ape x Hole Size r � x Hole Spacing Vent to Air Intake
f/ Pipe(s l rt /
I
Length_ Dia Length Dia 1 •k ' 3 Z SL
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
B � Topsoil I / l /
Ir X,Yes No ZYes No
• A ✓ ✓✓ - -_
COMMENTS: Include code discrepencies, persons present, etc.) Insp ction #1:�_/�/6 Inspection #2: O6 / �[� GZ
D k S 1 .
Locdttio : 128 Heritage Trail Hudso WI 54016 (NW 1/4 SE 1/4 23 T30N�R20W l Settler's Glen Lot 1 Parcel No: 23.30.20.
1.) Alt BM Description = YOD
U
2.) Bldg sewer length 0 /
- amount of cover = 11 1 � II �oJ� pk � V ,-
_ll s�r►� c� � f 1
4/ Vs
Plan revision Required? r Yes No t
Oki
0 0� Yyi .a.�
Use other side for additional I nformation. J _ _ ___
SBD -6710 (R.3/97)
Date Insepctor's Signature Cert. No
Cournty
l �y,� �O. B 7162
` J ��O�� a p Madison, WI 53707 - 716 Sanitary Permit Number (to be filled in by CO.)
(608) 266 -3151 4130
Department of Commerce State Plan1.D.Number
Sanitary Permit pp cation .4
�ec /z �
In accord with Comm 83.21, Wis. Adm. Code persot& irOQKlpC 1 WNYde ma, mg address
may be used for secondary purrposes vacy L,�}ff�(h"�10E �Q G�
1. Application Information - Please Pr A matiou
J � 1 Parcel # Block p
property Owner's Name
V�G�I/ � � y location
Property Owner's Mailing Address e / ^L�
ZS /A , , A Section
City, State Zip Code �j Phone Number r'
1W 5 ,p1J v T '�� N; R_ZQ�
PW
E or
11. Type of Building (check ali that apply) v Subdivision Name CSM Number
& or 2 Family Dwelling - Number of Bedrooms 1 �CaO � -�! 45t $ f /� Vf� / � f ell
Village I
❑ PubIic/Commercial - Describe Use 'r/+r �" v `
l + C�-u /0 -6 ❑City_ ❑ownshipof s
C1 State Owned - Describe Use
111. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. f New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System
V
to New list Previous Permit Number and Date issued
B. ❑ Permit Renewal C1 Permit Revisiou
C1 Change of ❑ Permit Transfer
Before Expiration Plumber Owner
1V. T e of POWTS S stem: Check all that apply)
❑
❑ Non - Pressurized lo-Ground Mound ? 24 in. of suitable soil amd < 24 in. of suitabl At -Grade ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ Pressurized !n -Ground Holding Tank Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter Leaching C hambe r ❑ Drip line ❑
Gravel -less Pi ❑ Other (explain) V
Recirculating S thetic Media Filter 11 �
V. Dis ersal[Treatmeot Area Information:
Design Flow (gpd) Design Soil A pplication te(gpdsf) Dis rsal Area Required (sf) Dispersal Area Proposed (sf) System Elevation S' OXT
t iu Total Number �iufacturer Prefa Site Steel Fiber P
230 t if V1. Tank Info Capes h' �'Z ' 410 Concrete Constructed Glass
�)ons Gallons of Units //
Ncw Existing � � � VA e— ) r l
Talcs Tw b 77 septic �� �b ' / G Siff
Acrubic Tsatmcru Unit
Dwing Chdmbcr 0
V11. Responsibility Statement - 1, the under ue ss siblli for installation of the POWTs shown on the attached plans.
Plumber's Name (Print) Plumber' gnature MP RS Number B „e;n�ee Phone Number
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Plumber's Address (Street, City, State, 0 Code) _
Dk exwrntL
Vlll oust /Department Use Onl
Sanitary Permit Fee (includes Groundwater to su ssuing Age t Si a s)
Approved ❑ Disapproved Surcharge Fee) ��LJ eL
❑ Owner Given Reason for Denial 77
1X. Conditions of Approval/Reasons for Disapproval
'� / ��
Y TEM OWNED — UUU /
Septic tank, effluent filter and �^�-d
dispersal cell must all be serviced I maintained
as per management Ian r �Q pt ,
2. set ac requirements must be maintained .
as per applicabl c dinan�Ces�,� V�Gt� O�t.1
Attaeb complete plena (to a County on for the aystFm oo r not than JIM iL 11 inrb ale
SBD -6398 (R. 01/03) �� t f °�� G�Q- �ic�/�, =►a-� /��G�
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RECEIVED 1950
Wisconsin Department f Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and ilding�EC o 1 irl�soprdan with Comm 85, Wis. Adm. Code Certified Soil Testing
i2 off County
Attach complete a plan on paper not less than 8'% x 11 i ches in size. Plan must St. Croix
include, but not li ited toarl3rttGRg>ry¢�h� erenc point (BM), direction and parcel I
percent slope, s le or dirrie�� nd loca on and distance to nearest road.
Please prnn a on. view Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). i/3/4-
Property Owner Property Location ,
Carriage Homes Govt. Lot NE 1/4 SW 1/4 S 23 T 30 N R 20 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
12415 55th St., N. 1 Settler's Glen
City State Zip Code Phone Number City j Village fo Town Nearest Road
Lake Elmo MN 1 55042 651 - 439 -2414 St.Joseph I Settler's Way
New Construction lase: 1A Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement f Public or commercial - Describe
Parent material loe over till Flood plain elevation, if applicable NA
General comments
and recommendations: install 4'x 150' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.1: sarsd - fill
Boring # �j Boring 7 /
Pit Ground Surface elev. 98.4 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -7 7.5YR 3/3 - sil 2 m gr mvfr gs if .5 .8
2 1 7 -16 7.5YR 3/3 - sil 1 m abk mvfr cw - J2 .3
3 16 -24 7.5YR 3/4 - sil 2 m sbk mvfr cs - .5 .8
24 -30 7.5YR 3/4 f2d 7.5YR 4/6,5/3 sit 2 m sbk mvfr cs - .5 .8
5 30 -55 10YR 5/6 fad IOYR 6/2 1711' 7.5YR 4/6 scl 0 m mvfr - - 0 0
Fil Boring # _j Boring
Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 2 3 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -7 7.5YR 3/3 - sil 2 c sbk mvfr cs 2m .5 .8
2 7 -12 7.5YR 3/3 - sil 1 m abk mvfr cs if .2 .3
3 12 -23 7.5YR 3/4 - sil 2 m sbk mvfr cs 1m 5 .8
4 23 -33 7.5YR 3/4 f2d 7.5YR 5/8,5/3 sil 2 m sbk mvfr cs - .5 .8
5 33 -43 10YR 4/4 - sl 0 m mvfr cs - .3 .5
6 43 - 10YR 5/6 c2d 7.5YR 4/6 1 OYR 6/2 scl 0 m mvfr - - 0 0
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS_< 30 mgL
CST Name (Please Print) Sign tut: CST Number
Henry F. Grote 222774
Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 11/15/2003 715 - 233 -0398
Property Owner Carriage Homes Parcel ID # Page 2 of 3
a Boring # __,j Boring je Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots '
in. Munsell. Qu, Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -4 7.5YR 3/3 - sil 2 m gr mvfr cs if .5 .8
2 4 -9 7.5YR 3/3 - sil 2 f -m sbk mvfr cw 1 m .5 .8
3 9 -19 7.5YR 3/3 - sil 1 m sbk mvfr cs 1m .2 .3
4 19 -24 7.5YR 414 - sil 2 m sbk mfr cs 1M .5 .8
5 24 -36 1 OYR 4/3 c2d 7.5YR 4/6 1 OYR 6/2 sil 2 f -m sbk mfr cs 1 m/c .5 .8
6 36 -43 10YR 4/4 - sl 0 m mfr cs 1 m .3 .5
7 43-521 10YR 5/6 c2d 7.5YR 4/6 scl 0 m mvfr - - 0 0
I OYR 6/2
F �� Boring # :'r-.1 Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
I
i
i
❑ Boring # _j Boring
•_} Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777.
SBD -8330 (R.07100) Certified Soil Testing
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Safety and Buildings
• 4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TD
#: (608) 264 -8777 erc
�seonsin www
w ww.commerce.state.wi.us/sb
ons
.wisonsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
October 30, 2003
CUST ID No. 139462 ATTN: POWTS Inspector
TODD L SINZ ZONING OFFICE
T L SINZ PLUMBING INC ST CROIX COUNTY SPIA
E5609 708TH AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 -5520 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/30/2005 Identification Numbers
Transaction ID No. 9355 T gzfp � q
SITE: Site ID No. 667477
Carriage Homes Please refer to both identification numbers,
Settlers Way above, in all correspondence with the agency.
Town of Saint Joseph
St Croix County
NE1 /4, SW1/4, 523, T30N, R20W
Lot: 1, Subdivision: Settlers Glen
FOR:
Description: Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 928033
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Conlin
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. 1
DEFARTMENTC
The following conditions shall be met during construction or installation and prior to occupancy or use: �OF
General Approval Requirements:
SEE CORRE.
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD- 10706 -P (N.01 /01).
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• 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. Stat
• Comm 83.22(7) 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.
• TODD L SINZ Page 2 10/30/03
Owner Responsibilities:
• Comm 83.52 Responsibilities. 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.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 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.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible
for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Charles L Bratz J
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday
cbratz@commerce.state.wi.us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
Henry F Grote , Certified Soil Testing
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Carriage Homes - Mound
Transaction # v f y f N I 1 /YY 03
Construction Materials and Techniques
All materials must comply with Comm 84 and be installed in accordance with manufacturer's
specifications. Construction methods must comply with the following Component Manuals:
Mound, SBD - 10691 -P (01 /01)
Pressure Distribution, SBD - 10706 -P (01 /01)
Location: Lot 1, Settler's Glen
NE 1/4, SW 1/4, Sec. 23, T 30 N, R 20 W
Town: St. Joseph
County: St. Croix
Date: October 28, 2003
Owner: Carriage Homes /l?b
Address: 6720 Stillwater Blv'd
Stillwater, MN 55082
Plumber: Todd Sinz -
Signature: F COMMERCE
rAN ILCINGS
License # MP 13946
IPONDENC
Attachments: 6748 -Plan Approval Application
SBD -8330
page 1: cover
2: design criteria & calculations
3: plot plan
4: system cross section RECEIVED
5: p lan view, lateral detail
6: pump tank exit detail OCT 17 2003
7: pump curve
8: system management SAFETY & BLDGS 011C.
page 1 of 8
Design Criteria
vL'S Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L
Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L
Fecal Coliform > 10,000 cfu/100 mL
Fats, oils, grease < 30 mg/L
i
Bedrooms x 100 gal/bedroom/day x 1.5 gallons /day hydraulic load
i
Design Calculations
In situ designed loading rate `' • Z gallons /sq. ft. per day ✓ 4. L
Depth to estimated high ground water >. Z $ in.
Depth to bedrock > 4-x in.
Cross slope at system % '^ Y
Force main l ength o ft. of Z in.
Manifold/header length ly tok ft. of in.
Drain -back \ • 7. 3 gallons
Lateral length 2 @ 'Vs � ft. of � L in.
Lateral elevation ft. @ bottom of lateral
Lateral hole size s �3z in. @ '1 6. to in. ( 3 • ft.) Spacing
holes /lateral s° holes total
Lateral volume �3 �Za gallons
Total lateral discharge rate gallons /minute @ 3 S' ft. head
Network pressure compensation losses �'' ft.
Elevation difference S Z ft.
Friction loss ft. @ 2 - 1 gallons /minute
Total dynamic head •`� ` ft.
Pump /sip4on °1 gpm @ ft. of head
Manufacturer �-� Model # S k r
Dose volume gs -3�� gallons
Lift/siphon tank M-� ��� ` 'LTD -•m cower "�'vro gallons
Septic tank t z. gallons
Effluent filter % %A
Measuremen pump on and off 5-0 in.
Height alarm from tank bottom 16-o in.
Reserve capacity �� gallons
specs.calcsxes
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+ M uIMUM NETWORK SUPPLY PKEtSURE . 3 '� FE,CTII "• <
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Pump Characteristics Performance Data
/� ►ra tw, S�oers116 , T ;
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Total H&W 1 401 . 1 4 1 i 13 1 6 ZO 1 9T
D;sifttu She i -I (2' N►T IJtor�J 0'M f11.s.1 44 Si 2! Z3 12 0
$914 Nth 3/4
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Materials of Construction + >pA w ��w
Neellt s e�{ese st et Put
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1 IN (x («tovawe wpm
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HYDROMATIC
1840 Ovey N4 AsNwd, Oho 44105 GI: 419.219.9042 Fox. 419 - 9114011
Web SAt: wwv.gMdrpwgp om '
SAUS OFFKIS IN All NUJOA CITIES AND COUNTRIES
114m w: W- 02.9350 1200 SM "
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System Management
Management of this system is critical. As a condition of approval of these plans this system management section must be
reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems
develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715- 235 -2644, or the
St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance.
General
Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows
into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the
better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain
greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment
to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to
protect ground water quality and public health.
1 . If the septic tank is installed prior to sheet -rock and/or painting, um the septic tank before normal use begins to ensure adherence
P P P g, P P P g
to contaminant load design criteria.
2 Install water - saving appliances whenever and wherever possible.
3. Repair even small water leaks as soon as possible.
4. Never pour grease or oil down any drain or stool.
5. Garbage disposals are not recommended; if you must have one, use it sparingly.
6. No a er products other than tissue should o into the system.
P p P g Y
7. No chemicals should go into the system.
8. Avoid surge flows of water; try to spread laundry throughout the week.
9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans.
10. If septic or pump tanks are no longer used, they must be properly abandoned.
11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching
may be required to maintain a functional system at start-up. v
Maintenance
1. The septic tank must be inspected every three years by a properly licensed person.
2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume
equals one third of the tank volume.
3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into
the septic tank to remove accumulated material.
4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell.
Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption
cell.
5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany
their specifications.
6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump.
If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve
capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or
two days should pass before any necessary repairs can be made.
7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system.
8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system.
9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth.
10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area.
11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient
oxygen.
Contingency Plan
Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring
may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54
(2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing,
and /or installation of additional treatment components or conversion to a holding tank may be necessary.
Page 8 of 8
I
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer 6 i °*'L ,- 13 -i l d c r
J Z!5- M l ,rt \.a 1 � `t' - Q il� VR,�. aY J ytitN Ss �' C.
Mailing Address /
L :e'r �" 0 1 110, r6L
Property Address t,. s ki krs
(Verification required from Plan Department for new construction)
City /State
W Parcel Identification Number
I,Lr nF�t"RIPTION
- NW y4, r /4, Sec. - ' . T 3t� N- R,� -w. Town of S' i J a c P p
Property Location
Lot # 1
Subdivision "c e r s
Certified Survey Map #
, Volume _, Page #
g llo
Warranty Deed #
'7 2-6 S �2 , Volume ZZ�Z � Pa e #
Spec house [fyesgno Lot lines identifiable ^yes ❑ no
SYSTEM operusTENAN(
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of ing out the septic tank every three years or sooner, if needed by a licensed pub- What you put into the system
can a ff ect th of the septic tank as a treatment stage in the waste disposal system*
a ceRifieation form, signed by the owner and by a
The property owner agrees to submit to St. Croix Zoning Departm that 1 n site wastewater disposal system
v O the o
a 4censed �YnnS
� restrictedplumbexor P tank is less than 1/3 full of sludge.
is in proper operating
condition and/or (2) after inspection and pumping (if necessary), sep
is and agree to maintain the private sewage disposal system with the standards
the undersigned have read the above requirements ent of Natural Resources. State of Wisconsin. Certification
eat of Commerce and the Department Office within on
V A forth, herein, se set by the Department
stating that your septic system has been maintained must be completed and returned to the St. County Zoning
days of expiration date.
eibia
DATE
AP CANT
OWNER CERTIFICATION
knowledge. I (we) am (are) the owner(s) of
I (we certify that all statements on this form are true to the best of my ( Our)
g
the pro above, by virtue of a warranty deed recorded in Register of Deeds Office.
Y iGi
DATE
SI NA O APP CANT
is- re
info tion that is mpresented may result in the sanitary permit bring revoked by the Zoning Dep artment-
ssss s
a: a warranty deed from the Register of Deeds office
ratio tY
«« include with this appU P
a copy of the certified surrey ma if reference is made in the warranty deed
07/17/2003 07:34 6514393284 BLAKE BUILDERS PAGE 02/03
! Z 2 2" 1 6 7 �2��lji J3
i KATHLEEN H.`BBH
1 state Bar of Wiscaosin Fo m 2 - 1912 liol� r D, rI
DOCUMmaj!0 1 WARRANTY DUD RECSIVIM FOR RECORD
030 2043 10 000 41 030 2032 10 000 it 033 06/19/203 69t20M1
2032 70 000 Q 030 2033 40 000 A 030 2033 WARRANTY DEED
20 000 & 030 2032 50 000 EI8P1 a
uatwa
' REC FEE: 13.99
THAW F01 355.741
St Joseph myclop tent Corporation, a Mimesoa colpwdW convoys COPY � t
an wurants to Disks 13uildsts, Inc, a Miensaoa Cu�a d�folto«+gA6tY t t 2
deaerib teal estate N SL max oubty. State of Wiseamsu:
SEI; ATTACHEA EXHIBIT A
This is not homestead property. THIS 5RAC8 RealtwO FOR RECOWN0 DATA
Exception 10 wattuntia: away eatements or reshiCNons of Nana and Reran Addom:
record, tf any. Lend Title, Ire.
1900 Silver Lk ltd #200
Dated this 29th day of May, 2003 New Bnzt m MN 55112
0221703
St J elopmem Cotpo ion
,ry 4w tYJ� (SEAL) (SEAL)
• Wei St Mo tin, Virg Pre -ddeM ' -
(SEAL) (SEAL)
•
AUTHENTICATION ACKNOWL,EDGMSNY
Sigaature(s) STATE OF MINNESOTA
)SS.
WASHIN(i'I'ON COUNTY,
authenticated this 29th day of Miry, 2003 Perawally came before sae this 29th day *(May, 2003, the
above named Kelki St. Mutia, vice President of St Jotlepb
Development Corwmoo. a Miamsm ootpormion 10 me
• known t0 be tho pwmgw) who exeemed ttaa fore
bsv meat and acknowledr the same.
TITLE: MEMBER STATE BAR OF WISCONSIN
(tf not,
authorizad by g 7(6.Oti, Wis. SM.)
THIS INSTRUMENT WAS DRAMD BY
Gregory A. Booth, Arty, 1900 Silver Lk Rd NMO, New
Brighton, MN 55112 `. • A9999• D
Notary Public, Washington County, Mime -
(Signatures may be a WhameWd or aelatowledgod. Both we MY Co►tw Wale EgPi— Jen.31, m06
not necasaty.)
'Names otpetwns 0jww in arty cwco sMuld tic typed a ptiamd Wow thek'Ouaaaa
ANNETTf D. THEIS
NOURV PUBIC - 440141301A
sM Cantu. [�pN••,IeA 71.20x{
E 1949
Wisconsin Department Commerce ��fn1nn�� OIL EVALUATION REPORT Page 1 of 3
Division of Safety and B Idings D E C 0 l inZ403dan with Comm 85, Wis. Adm. Code Certified Soil Testing
County
Attach complete sit plan o p I �' 11 in es in size. Plan must St. Croix
include, but not limit d
to v erence p int (BM), direction and
percent slope, scale r i I and distance to nearest road. Parcel I.D.
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Carriage Homes Govt. Lot NE 1/4 SW 1/4 S 23 T 30 N R 20 W
Property Owner's Mailing Address lot # T ock # Subd. Name or CSM#
12415 55th St., N. 1 Settler's Glen
City State Zip Code Phone Number _I City _j Village V' Town Nearest Road
Lake Elmo I MN 1 55042 651- 439 -2414 St.Joseph Heritage Trail
✓` New Construction Use: to Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement f Public or commercial - Describe
Parent material loess over outwash Flood plain elevation, if applicable NA
General comments
and recommendations: install trench system @ system elevation 4' below surface contours as nominal trench center lines w/ 0.7
gpd /sq ft loading
FTI Boring # Boring
�±!'f Pit Ground Surface elev. 99.5 ft. Depth to limiting factor > 104 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 " Eff#2
1 0 -6 7.5YR 3/3 - sil 2 m gr ds gs 1 m .5 .8
2 6 -13 7.5YR 3/3 - sil 1 m sbk ds cs 1 m .2 .3
3 13 -39 7.5YR 4/6 - sl 2 f -m sbk dh cs if 5 .9
4 39 -104 7.5YR 3/4,4/4 - s 0 sg dl - - .7 1.2
occasional gy si coats on peds in horizon 3; occasional gr, cob, & st in horizon 4
❑ Boring # Boring
je Pit Ground Surface elev. 100.0 ft. Depth to limiting factor > 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 I *Eff#2
1 0 -5 7.5YR 3/3 - sil 2 m gr ds gs 2m .5 .8
2 5 -22 10YR 4/4 - sil 2 f -m sbk dh cs 1 m .5 .8
3 22 -36 7.5YR 4/4 - sil 3 m sbk dh cs 1m .5 .8
4 36 -110 7.5YR 3/4,4/4 - s 0 sg dl - - .7 1.2
occasional gy si coats on peds in horizon 2; common gy si coats on peds in horizon 3; occasional gr, cob, & st in horizon 4
Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 1P0 g/L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mgL
CST Name (Please Print) Signature: CST Number
Henry F. Grote 222774
Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 11/15/2003 715- 233 -0398
Property Owner Carriage Homes Parcel ID # Page 2 of 3
]Boring # Lj Boring
f/f Pit Ground Surface elev. 98.6 ft. Depth to limiting factor > 104 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -6 7.5YR 3/3 - sil 2 m gr ds gs 1M .5 .8
2 6 -12 7.5YR 3/3 - sil 1 m sbk ds cs 1 m .2 .3
3 12 -22 10YR 4/4 - sil 2 f -m sbk dh cs 1 m .5 .8
4 22 -35 7.5YR 4/4 - sil 3 m sbk dh cs 1M .5 .8
5 35 -104 7.5YR 3/4,4/4 - s 0 sg dl - - .7 1.2
occasional gy si coats on peds in horizons 3 & 4; occasional gr, cob, & st in horizon 5
Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 j Boring
Boring # ..
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777.
SBD -8330 (R.07 /00) Certified Soil Testing
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T.L. Sinz Plumbing Inc.
E5609 708th Avenue Phone: (71S) 235 -2644
Menomonie, WI 54781 Fax: (715) 235 -2592
FAX TRANSMITTAL
Date: — / 1- i 0s No. of Pages:
(including cover)
To:
Attn:
From.
Subject: Z . T 1
Message.
Signature:
'ao
TOO f(3] DNI DNISI I IJ zNIS Z Z 969999ZSTL %I'3 CO: ST COOZ /TO /ZT
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of
Division of Safety and Buildings
in accordance with Comm 85, Ws. Adm. Code minty
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all ' n._, _ ,— 1 e y V Date C�
Personal information you provide may be used for a µ 940B., S . .04 (t) Um))• I �� KV4, Property Owner CA rty Location
r AUG G. Lot N L 1 /4 ,51ij 1/4 S 2 �j T 3 6 N R 2O E (orQW
Property Owner's Mailing Addtess L # Block # Subd. Name or CSM#
�2 -' I1,� ) 1 .e�
City State Zip Code —_ City ❑ Village E3 Town Nearest Road
2 ( `51) W3lq - 2y �l �cv 3 Silo `r
(� New Construction Use: Residential / Number of bedrooms 3 y Code derived design flow rate 4 13 -0 Al 0 d _ GPD
❑ Replacement ❑ Public or commercial - Describe:
�
Parent material [S y 4 5 k Flood Plain elevation if applicable ft.
General comments 5-� -e% L / . 9 - U v
and recommendations: S � I Q' -e �(p -L p
�U�tt"jv
Boring # ❑Boring (� (P , 26 ft. Depth to limiting factor Z�
® Pit Ground surface elev. in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
I 10 3)Z CS l v. �J $
6 Zmsbk cam' )
3 10 �s CZP - 1.5
Boring # ❑ Boring q
[� pit Ground surface elev. 9 7 - OU R Depth to limiting factor �_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I 'Eff#2
SL U - S $
Z i2 3a
1 4 CS _
3 Z ,s n4r
i
Ef =t #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Z5 33b9
Address Date Evaluation Conducted Telephone Number
3 WC
211 D �
D. �ol�er Se �-,1� � � 5` }625 g_ /�— Cr c - - 7 -- 8
Property Owner Parcel ID . # Page of
3 Boring # ❑ Boring 4Q��
Pit Ground surface. elev. q 5 CX ft. , Depth to limiting factor 3 Z in.
Horizon Depth Dominant Color Redox Description Texture Struchrre Consistence B Soil Application f2a
In. Mansell Qu. Sr- cone Color - G�. uct m oundary Roots GPD/W
6 - 1 ?, � 3 I2 'Eff#1 •Elf /i2
Z 12 2 4
UP 1.5 (� rJ
F-1 Boring #
Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
soil Application i
Ra
Horizon Depth Dominant Color Redox Description__ •, Texture _Structure Consistence Boundary Rook GP Application
In. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2
❑ Boring # ❑ Boring _
❑ Pit ' Ground surface elev. ft. Depth to limiting factor In.
Soil Application Raft
Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPD /ftr
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 'Eff#2
' Effluent #1 = BODS > 30 < 220 mgA and TSS >30 < 150 mgil. • Effluent #2 = BOD < 30 mg/1 and TSS < 30 mg /l.
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777.
5868370 (&07/00)
i
PAGE,OF 3
NAME ` 6 LOT# LEGAL DESCRIPTION Me Y4-5'(J X S7- T 0 ,N R 2CJE(or
SCALE: I"=
- - -� - I
BM I ELEVATION O�J
BM 1 DESCRIPTION { O Arc-
BM 2 ELEVATION
I
BM 2 DESCRIPTION --
SYSTEM ELEVATION 0 U [
SYSTEM TYPE_AlaU A
CONTOUR ELEVATION
1
600 ,E
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SIGNATURE TE Z'
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Safety and Buildings
4003 N KINNEY COULEE RD
LA GROSSE WI 54601 -1831
TDD #: (608) 264 -8777
�seonsin www commerce state n
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
December 04, 2003
CUST ID No. 139462 ATTiV: POPVTS Inspector
TODD L SINZ ZONING OFFICE
T L SINZ PLUMBING INC ST CROIX COUNTY SPIA
E5609 708TH AVE 1 101 CARMICHAEL RD
MENOMONIE WI 54751 -5520 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 12/04/2005 Identification Numbers
Transaction ID No. 948847
SITE: Site ID No. 667477
Carriage Homes Please refer to both identification numbers,
Settlers Way above, in all correspondence with the agency.
Town of Saint Joseph
St Croix County
NE1 /4, SWI /4, S23, T30N, R20W
Lot: 1, Subdivision: Settlers Glen
FOR:
Description: Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 928033
Revision
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:
General Approval Requirements:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD- 10706 -P (N.01 /01).
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
CoII' �l,
• The well must be a minimum of 25 feet from any PO WTS tank, and a minimum of 50 feet from the absorption APvil
area. chs. NR 811 & 812c
dE ARTM €'NT
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the NO SAFI
requirements of Sec. 145.135 and 145.19, Wis. Stats. ,/
SEE CORRE
• 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. Stat
• Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during consu•uction
and o0en to inspection by authorized representatives of the Department which may include local inspectors.
TODD L SINZ Page 2 12/4/03
Owner Responsibilities:
• Comm 83.52 Responsibilities. 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.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 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.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 60.00
(�a 1"ee Fee Received $ 60.00
Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
cbratz @commerce. state. wi. us
cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544
oo "
C� �ti c_ S O
Carriage Homes - Mound
o`er ��►
Revision to Transaction # 935502, Site # 667477
�y Construction Materials and Techniques
'J All materials must comply with Comm 84 and be installed in accordance with manufacturer's
specifications. Construction methods must comply with the following Component Manuals:
Mound, SBD- 10691 -P (01 /O1)
Pressure Distribution, SBD- 10706 -P (01 /01)
Location: Lot 1, Settler's Glen
NE 1/4, SW 1/4, Sec. 23, T 30 N, R 20 W
Town: St. Joseph
County: St. Croix
Date: December 5, 2003
Owner: Carriage Homes
Address: 12415 55th St., N.
Lake Elmo, MN 55042
Plumber: Todd n
Signature:
License # MP 1394
Attachments: 6748 -Plan Approval Application
SBD -8330
page 1: cover
2: design criteria & calculations
3: plot plan
4: system cross section
5: plan view, lateral detail ��ally
I:
6: pump tank exit detail VD
7: pump curve OF COMMER
8: system management �9:1'AN QiN s
SPONDEN E
page lof8
ti
r
t
Design Criteria
j Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L
Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L
Fecal Coliform > 10,000 cfu/100 mL
Fats, oils, grease < 30 mg/L
Bedrooms x 100 gal /bedroom/day x 1.5 o gallons /day hydraulic load
Design Calculations
In situ designed loading rate C>' Z4 gallons /sq. ft. per day
Depth to estimated high ground water '- Z3 in.
Depth to bedrock ' s in.
Cross slope at system % » k
Force main length ft. of Z in.
Manifold/header length ft. of in.
Drain -back b 3 gallons
Lateral length �` @ 4 1 s' ft. of 1 �! �- in.
Lateral elevation o 1 • b ft. @ bottom of lateral
Lateral hole size S �3 Z in. @ 3 ` in. ( 3 ft.) Spacing
holes/lateral S o holes total
Lateral volume 13.52 -4 gallons
Total lateral discharge rate gallons /minute @ 3 S� ft. head
Network pressure compensation losses ft.
Elevation difference Ste• ft.
Friction loss �b ft. @ z � gallons /minute
Total dynamic head
Pump /siphon gP m @ z ft. of head
� o�
Manufacturer �� Model # S H L F- 3 C�
Dose volume gallons
Lift/sip#on tank w�- �' zro ire C.o r•�so S"b g allons
�
Septic tank zab gallons
Effluent filter 0 "e" -'0 - L 2. • k4 7-1
Measurement pump on and off s' in.
Height alarm from tank bottom in.
Reserve capacity gallons
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9 1999 H dranctic' Pumpf, Ashlorni, C*oo AP Q• h Reeved.
I HYDROMATIC * - Youw Authcnnd Local Oioburor -
PENTAIR PUMP GROUP
840 Ianty Read AAwi, Ore 41105 Tel: 419-289-3042 Fox. 419.981 4017
Wob She: ww.penlalrpunpcom
SALES OFFK[S IN ALL FAAJOA CRIES AND COUNYRIES
item w. W02.9350 1200 ISM
System Management
Management of this system is critical. As a condition of approval of these plans this system management section must be
reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems
develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715- 235 -2644, or the
St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance.
General
Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows
into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the
better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain
greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment
to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to
protect ground water quality and public health.
1 . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence
to contaminant load design criteria.
2 Install water - saving appliances whenever and wherever possible.
3. Repair even small water leaks as soon as possible.
4. Never pour grease or oil down any drain or stool.
5. Garbage disposals are not recommended; if you must have one, use it sparingly.
6. No paper products other than tissue should go into the system.
7. No chemicals should go into the system.
8. Avoid surge flows of water; try to spread laundry throughout the week.
9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans.
10. If septic or pump tanks are no longer used, they must be properly abandoned.
11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching
may be required to maintain a functional system at start-up.
Maintenance
1. The septic tank must be inspected every three years by a properly licensed person.
2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume
equals one third of the tank volume.
3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into
the septic tank to remove accumulated material.
4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell.
Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in, the adsorption
cell.
5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany
their specifications.
6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump.
If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve
capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or
two days should pass before any necessary repairs can be made.
7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system.
8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system.
9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth.
10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area.
1 l . Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient
oxygen.
Contingency Plan
Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring
may become necessary if problems develop. An necessary monitoring shall be done in accord with the requirements
P Y a►�' g of Comm 83.4
(2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing,
and /or installation of additional treatment components or conversion to a holding tank may be necessary.
Page 8 of 8