HomeMy WebLinkAbout026-1306-00-047
Jsconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division INSPECTION REPORT Sanitary Permit No:
597327
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 Holders Name: City Village Township Parcel Tax No: VALLEY VIEW WEST INVESTMENTS TOWN OF RICHMOND 026-1306-00-047
CST BM Elev: Insp. BM Elev: BM Description: Section/] own/Range/Map No:
-7 _ n _ ,n 18.30.18.1654
1 ~ to
t..
P)
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
-;NZ
Benchmark
Septic ` v i t K
I al) rte " I G~}.~ c"A
Z, til- 45
i 77
Dosing _ Alt. c,. Cl, r f' r
C' r
Bldg. Sewer L4
Aeration t , c5 ~
Holding St/Ht Inlet S P 3
St/Ht Outlet
TANK SETBACK INFORMATION fl_
77777,--,,__
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet -
3 '
Dt Bottom
~ ,
Septic 3e
I\l Header/Man. ^
r
Dosing
Aeration Dist. Pipe .-7
Bot. System f i
Holding
Final Grade
PUMP/SIPHON INFORMATION g' '
Manufacturer Demand St Cover
GPM a
Model Numb
TDH Li Friction Loss System Head Ft
Forcemain Length ia~ Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS 7CHAMBEROR Inside Dia. Liquid Depth
DIMENSIONS p r r f c1" r,, SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM Manufacturer: INFORMATION Type Of System: Model Number:
l 'A t- ~T. J ,
DISTRIBUTION SYSTEM 4-
Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
r Pipe s)
Length Dia _ Lenith Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over DePth.of xx Seeded/Sodded xx Mulched
Depth Over t
Bed/Trench Center % Bed/Tren h Edges; _r T Yes F] No No
T
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ij Inspection #2:
Location: 1540 97TH ST
1.) Alt BM Description = t
2.) Bldg sewer length = E
-amount of cover y 5 ~ ~ A-e_ 17
11 Z
Plan revision Required? ❑ Yes No
Use other side for additional information. VJ
'I ~ Insep rs Sig ure Cert. No.
Date
SBD-6710 (R.3/97)
.o~aaxr~t~T
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number to be filled in by Co.)
Madison, WI 53707-7162
57 73 z7
a~stohs~'
ED State Transactio Number
Sanitary Permit ApplicatiCRECEIV
In accordance with SPS 383.21(2), Wis. Adm. Code. submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POW fitted to Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provideYbe~ikondary
purposes in accordance with the Privacy Law, s. 15.04(1)(m). Stats.~
Nil T
1. Application Information - Please Print All Informatio
Property O er's.Name/ ;OMMUNITY Parcel #
Property e s w in-, Address Property Location ~0. I$ ~bsy
-4 Z25' Govt. Lot
City,, State Zip Code Phone Number Section _
circle one
T._N; RZ~E Eor
H Type of Building (check all that apply) Lot
Subdivision Name.
l or 2 Family Dwelling - Number of Bedrooms Block #
11 Public/Commercial -Describe Use ok az ❑ City of
CSM Number 11 Village of
11 State Owned -Describe Use L
A7 G-- 77-4-7-2- G~a P~5 Z Town of {'/yn
IIL Type of Permit: (Check only one x on line A. Complete line B if applicable) O v~Q~
A. -New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
I
List Previous Permit Number and Date Issued
B. 11 Permit Renewal El Permit Revision ❑ Change of Plumber El Permit Transfer to New
Before Expiration Owner
IV. T e of POWTS System/Component/Device: Check all that apply)
Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal
Component (explain) ❑ Pretreatment Device (explain) G
0 -4
V. Dis ersaUTreat nt Area Information:
Design Flow (gpd) Design Soil Application Rate( sf) Dispersal Area Required (sf) Dispersal Area Proposed f) Syste Eleva ion
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units
~ ~ U L
o
New Tanks Existing Tanks
` c= J ~ s rs, Ci
Septic or Holding Tank / 7S S
Dosing Chamber
VII. Respo ibility Statement- I, the undersigned, assume responsibil' for installati of the POWTS shown on the attached plans.
Plumb 's ame (P j, t) Plumber's gnatur MP/MPRS Number Business Phone Number
Plumber's Address (Street, Cit) , State, Zip/-ode)
1j,
j
S O
N'I . Countv/De artment Use Only
Permit Fee Date Issued Issuing gent Signam e
Approved ❑ Di pr
❑ Owner Given on for Denial
IX. Condiv*Taw r$easons for Disapproval n_ IQC.Q_ rG5
1. -3) lk"r-ft od M" 4.0
PK,nNM Pan isn~bv
2 Aw 4e y S
~ >lp~~alw aaefr r ~ilrrnea. e
Attach to complete plans for the system and submit to the County only on paper not less than 8 112 a 11 inches in size
SBD-6398 (R. 11/11)
Q4
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name:
Owner's Address:
Legal Description: ; % ~i9il✓%h/
Township:
Cy/~.~%>
County:
Subdivision Name:/,;;
Lot Number:
Parcel ID Number: -1l
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Filter Specs
Page 5 Maintenance Information
Page 6 Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
!Attachments: Soil Test & House Plans
Designer/Plumber:~~~ License Number.
Date: Phone Number 0-
Signature
Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01).
Page 1
1
i
~ ~ ~ I JI
cTc ~ ~
-
i
l Y
I
! ! - -
soil A-bsom o~ ~ f i {te r ,
Final Grade
4°SChedEd&40
pvc Vent Pipe
wo
t~ Veit t ~ Cap
Leaching
Chamber
System Elevation
ft
Sail AbsOMMOn St-Stem Plan View
l~
fr
} `1 Leaching Trench 3
Vent Or Observaliort Pipe Chambers
TrencS~ 2 Header
Leaclung Chamber Saselffe2flons
Manufacturer And Model ,.L 4~ - I
EISA Rating sq ft per chamber Soil Application Rafe ~ 7 gpol.-A ft
gpd Design Flow : . Soil Applica ian Rate EiSA = Chambers
Z rows of chambers each.
Page _ a
RON
j~ Z
E=l
OWNS
ioN 'NS 7s-Fl'
i t
Tt 1 ' -
TT7
U ut~~1r y ?:.~"-"~-.G: 1i I•t+ : j,~.~_
~ ~ 51~
yyT~ "i
0 ice--
'
Ems
jj ~P..O73•~Y.tr-~r~~.~~c~~^~x vi~-'~----_^` .
step 1: (A)
{A} L~~ -'he auk 01' Vu.- h u~ D39 the uc ie pipe- d up in #70
R2liJf311~ cOVer and PUMP FfFC Pj `C
aonetI susar c be and
is
ne e ism !he ha
;riain~na~cea~¢
psi
MAIM
t r }f(
4(*7600-
7i
-.20 MR,
-Ro
5 9
ROM-
1-s~
back
Step °i r (A) RaFnO €e rink GuVer and PUMP
Locate Vzhe owe ate SSIic ~7~. ~ tla~ 3~ ~
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFOR A ON SYSTEM SPECIFICATIONS
Owner Tank Manufacturer: l L / ❑ NA
Permit #
Septic ❑ Dose ❑ Holding Volume: (gal)
DESIGN PARAMETERS Tank Manufacturer: kl~NA
Number of Bedrooms: ❑ NA ❑ Septic ❑ Dose ❑ Holding Volume: (gal)
Number of Public Facility Units: [~,NA Vertical Distance Tank Bottom(s) to Service Pad: (ft)
Estimated (average) Flow : (gal/day) Horizontal Distance Tank(s) to Service Pad: (ft)
Specific servicing mechanics must be provided if vertical is >15 feet or
Design (peak) Flow = (estimated x 1.5): (gal/day) if horizontal is >150 feet. Specific instructio s o be provided on back.
In Situ Soil Application Rate: (gal/day/ft) Effluent Filter Manufacturer: ❑ NA
Standard (Domestic) Influent/Effluent Monthly average Effluent Filter Model _
Fats, Oil & Grease (FOG) 5,30 mg/L Pump Manufacturer:
Biochemical Oxygen Demand (BOD5) 5,220 mg/L ❑ NA ANA
Total Suspended Solids (TSS) 5150 mg/L Pump Model:
High Strength Influent/Effluent Monthly average Pretreatment Unit
(FOG) >30 mg/L Manufacturer:
(BODO >220 mg/L ) NA ONA
(TSS) >150 mg/L ❑ Mechanical Aeration ❑ Peat Filter
Pretreated Effluent Monthly average e ❑ Disinfection El Wetland
Y 9 ❑ Sand/Gravel Filter ❑ Other:
(BOD5) 5,30 mg/L Soil Absorption System
(TSS) <_30 mg/L] NA
Fecal Coliform (geometric mean) 510, 0-In-Ground (gravity) ❑ In-Ground (pressure) ❑ NA
Maximum Effluent Particle Size '/a in dia. El NA El At-Grade ❑ Mound
❑ Drip-Line ❑ Other:
Other: ❑ NA Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Pump out contents of tank(s) f When combined sludge and scum equals one-third (%3) of tank volume
❑ When the high water alarm is activated
Inspect condition of tank(s) At least once every: l month(s) (Maximum 3 years) ❑ NA
J9 yea r(s)
Inspect dispersal cell(s) At least once every: month(s) (Maximum 3 years) ❑ NA
year(s)
month(s) El NA
Clean effluent filter At least once every: 111 year(s)
Inspect pump, pump controls & alarm At least once every: ❑ month(s) NA
❑ year(s)
Flush laterals and pressure test At least once every: ❑ month(s) -Eq-NA
❑ year(s)
Other: At least once every: ❑ month(s) ❑ NA
❑ year(s)
Other:
❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper).
Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The soil
absorption system shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent
on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate
notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any treatment tank equals one-third (%3) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator (pumper) and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
and any servicing at intervals of 5,_12 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 30 days of completion of any service event.
GMW-005 (02/05)
Page Z' of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other
chemicals or sediment that may impede the treatment process and/or damage the soil absorption system. If high concentrations are
detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use.
Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these
conditions is not recommended, as the excess wastewater will be discharged to the soil absorption system in one large dose causing an
overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the
contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring power to the pump or contact a Plumber
or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Do not drive or park vehicles over tanks or the soil absorption system. Do not drive or park over, or otherwise disturb or compact, the
area within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the treatment
tanks and soil absorption system: acids, antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers, dental floss,
diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat
scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons, and water softener brine discharge.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safely abandoned in compliance with s. Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator (pumper).
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at the time of their permit issuance.
❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be
rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a
last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
WARNING TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK
t SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE. DEATH MAY
RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE.
ADDITIONAL INSTRUCTIONS:
POWTS INSTA ER POWTS MAINTAINER
Name ) Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name
Phone Phone 7 s
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
Page Z of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other
chemicals or sediment that may impede the treatment process and/or damage the soil absorption system. If high concentrations are
detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use.
Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these
conditions is not recommended, as the excess wastewater will be discharged to the soil absorption system in one large dose causing an
overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the
contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring power to the pump or contact a Plumber
or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Do not drive or park vehicles over tanks or the soil absorption system. Do not drive or park over, or otherwise disturb or compact, the
area within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the treatment
tanks and soil absorption system: acids, antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers, dental floss,
diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat
scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons, and water softener brine discharge.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safely abandoned in compliance with s. Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator (pumper).
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at the time of their permit issuance.
❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be
rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a
last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
WARNING TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK
/ SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE. DEATH MAY
RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE.
ADDITIONAL INSTRUCTIONS:
POWTS INSTAL.~ER POWTS MAINTAINER
Name ✓ Name
Phone Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name
Phone Phone j - _
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
ST. CROLX COUNTY
SEPTIC TANK MAR ENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORD
•CC.J V
Owner/Buyer
Mailing Address o •470 A^eYse
n 7~ S '
Property Addre ISe ariment for new construction.)
(Verification required from Plannin & P
C S'-Ion-S
City/State bV ~✓se w•~ Feel Identification Number D V P f 3b~ - 1ST
LEGAL DESCItD' I ION
IX if Sec. Town of
Property Location
~ ,
Subdivision Plat: Lot #
, Volume . Page #
Certified Survey Map #
Warranty Deed # (before 2007)Volume , Page
Spec house 0 yes no Lot lines identifiable ❑ yes16110
SYSTEM LN TENANCE AND 0 VN'ER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
gut into
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified-in ySPS- 383.52(l) and in Chapter 12 w St Croix County Sanitary Ordinance.
The property owner agrees to submit to St Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 113 fail 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 Safety And Professional Services and the Department of Natural Resources,
ix.
State of Wisconsin. Certification stating that your septic system has been, maintained must be completed and renamed Yo the St. Cro
County Planning & Zoning Department within. 3 days of the three year expiration date.
I/we certify that all statements on - form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the
property described above, by virtue of a w ty deed recorded in Register of Deeds Office.
Number o ®oMs
OF t~PPLICANT(S) DATE
***Amy o ation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include ith this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed-
I
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/scons%h SOIL EVALUATION REPORT #1518
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all i j:07-d.PurP. aL - / o L 0-647 7 b Re td y Dat
Personal information you provide may be used for r14 w, s. 1 .04 (1) (m)).
/0 /Z. 0(0
Property Owner Prope Location
Sienna Corporation SEP 2 6 200 Govt. of Nil/4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 ST. CROIX COUN 4 The Glens Of Willow River
City State Zip Co City i! ii Village Town Nearest Road
Minneapolis MN 55435 Richmond 95Th St.
New Construction Use. Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
[ Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is (step trenches) high trench 95.50', low trenches M.
~rec~ g Z
Boring # Boring
Pit Ground surface elev. 98.72 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 8-17 10yr4/4 none sl 2msbk mvfr cs 3vf .6 1.0
3 17-47 10yr5/6 none cos Osg ml cs .7 1.6
4 47-57 10yr5/4 none vgrcos Osg ml cs .7 1.6
5 57-105 10yr6/4 none s Osg ml .7 1.6
- - - - - 5°
❑ Boring # F! -j! Boring $
Pit Ground surface elev. 98.72 ft. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. el *Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8
2 11-20 10yr3/4 none vgls icsbk mvfr gw 2vf .7 1.6
3 20-76 10yr5/4 none grcos Osg ml cs .7 1.6
4 76-102 10yr6/4 none s Osg ml .7 1.6
l
70
~a fc
I JA
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS <,30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/18/2006 715-247-2941
SBD-8330 (R07/00)
Property Owner Sienna Corporation Parcel ID # 47 _ Page 2 of 3
Fil Boring
Boring # -1 1 Pit Ground surface elev. 92.62 ft. Depth to limiting factor 98+ in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-17 10yr3/1 none sl 2fsbk mvfr as 2f .6 1.0
2 17-40 10yr4/4 none sl 3msbk mvfr gw lvf .6 1.0
3 40-47 10yr4/6 none sl 2msbk mvfr Cs 1vf .6 1.0
4 47-98 10yr6/4 none s Osg ml as .7 1.6
5 98+ 2.5y7/2 none vfs Osg ml .4 .6
Z
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # Boring
F-1
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
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SBD-8330 (R.07/00) Schmitt Soil Testing, Inc.
_ Page J of r-.
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Nazne: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.: ~17 _
Date: Legal Description: /'YitJ1/4 SEI/4 S18 T30N RI 8W
Fffl, Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. Top of
Slope= Contour Line El. 1114 Contour Line Length frill
Scale V = 40'
I~I pal
D i
I 1
5 U~ R3
filt
This Soil and ite Evaluation was completed to ialtill a zoning requirement. It may or may not be in a location suitable for you use.