HomeMy WebLinkAbout040-1256-90-000 Wisconsin Department of Commerce
PRIVATE SEWAGE SYSTEM County. St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 399672 0
It 2 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:
Nelson, Scott 040-1256-90-000
Jerri Troy Township 040- 1256 -90 -000
CST BM Elev: rc; BM Elev: / BM Description:
13%.44 3B.4q CS i g� I
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
D 7
Uif 2Y—
Septic Benchmark r !�j 9`K►,a9� cP3$•��
Dosing t( Alt. BIvFTfJ
Aeration Bldg. Sewer •40
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L W LL BLDG. Vent to Air Intake ROAD Dt Inlet L]
ZD DtBottom U.S I� ,qa `.�'` 2
�,
Septic � 4 IT -
Dosing qL��, Q ... 3�r Header /Man.
Dist. Pipe
Aeration 3�
Holding Bot. System
( -7 - , S 91
Final Grade
PUMP'/ INFORMATION 0. 3s
M Demand St Cov
anufacturer S y
G --I� -S GPM [,fir �, S
sfib or i
Model Number f "' /
TDH Lift Friction Loss System H a T H �Ft G - �� !38',3
Forcemam Length Di9It( Dist. to Well
SOIL ABSORPTION SYSTEM
TRI WH Width Length No. Of Tre"hoo- PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS (� 4� b )'4�J5
SETBACK SYSTEM TO P /LS BLDG WELL LAKE /STREAM CHAMBEIR ufacturer:
INFORMATION Type Of System: , t -r- -_� [[ U Mo umber:
t 5
DISTRIBUTION SYSTEM
anifold Distribution x Hole Size x Hole Spacing Vent to Air Intake ti Pipe(s)
Length • Dia 2 "� Length •s Dia �' Spacing /8 3
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil Yes _ No Yes ^fl No
COMMENTS: de iscry persons present etc.) r Inspection # 1: Da / 09 / 6Z Inspection #2:�/�/ 0--'
q 'fZ �alC 4 3S.w-
ocation: 268 St. s Parkway Hudson, WI 54016 (NW 1/4 SE 1/4 24 T28N R20W) Troy Village Lot 103 Parcel No: 24.28.20.1363
5W Co P. L-6 T- Tipo>= E�} �33EZ�vc� TDB vr- MOV,VJo IS RuJ7gI0
1.) Alt BM Description = g1.� G pEA
2.) Bldg sewer length = ' �7R� 772fFC/ES -
2 d �T O i71 ✓j5 PR,+1/✓� leC:7y+
amount of cover =
�un�►� ���D - T - 6 61- DUl_p.s RArW6V.- 7 �`'�►'�� � �lt�Cv2V�'
Plan revision Required? Yes *: 'No a21 ( __lei
th r side for additional information. / O
_
Useo a -- - --
Date Insepctor's ignature Cert. No.
SBD -6710 (R.3/97)
I
r
Safety
sh azrgBuildings Division County 3Y!
201 W. Washington Ave., P.O. Box 7162
N visconsin Madison, WI 53707 - 7162 Site Address
De artment of Commerce . oa.Q /w 268
Sanitary Permit Application Sanitary Permit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 39 9 499
' may be used for secondary purposes Privacy Law, s15. 1 m
❑ Check if Revision
I. Application Information - Please Print All Information State Plan I.D. Numher
Property Owner's Name Parcel Number
SC-b e ko'n
Property Owner's Mailing Address , Property Location ��// T62 �1
3 y �/ � ` - A- 31%;S IUN,R�oE
City, State Zip Code Phone Number Lot Block Number
• /3
v8 d b f, � A Subdivision Name � CSM Number
vl ! Q
H. Type of Bull ' g (check all that apply) p a c
❑City
I or 2 Family Dwelling - Number of Bedrooms r []Village
❑ Public /Comm ial - Describe Use C D rp ` ` STbwnsbip
11 State Ownedr C'W. IXLtLIVLU Nearest Road
tj
III. Type of Permit: (Check only one box on line A (n lii: ' g sche us � (complete line B if applicable)
A. 1 New 2 ❑Replacement System 3 11 Replacem tg 6 or bounty use
system Tank Only xu
Permit Numbe
B. ❑ Check if Sanitary Permit Previously Issued Date Issued
IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use). ? Q `
44 ❑ Non - Pressurized In- Ground 2io Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade
Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation
1 9� t Yes NV . YWIX� ft, 17
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tacks
Septic or Holding Tank x _
Dosing Chamber O ( 1
I Ile
VII. Responsibility Statement- I, the unders4ped, assume responsibility for POWTS shown on the attached plans.
Pl is Name (Print) PI Signature MP Number Business Phone Number
Plumber's Address (Street, City, Statd, Zip Code)
j e � r
VIII. Coumnty /De artment Use Onl
XApproved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps)
Surc ge Fee)
❑ Owner Given Initial Adverse . 2(�
Determination
IX. Conditio of roval/Re g n�p for Disa ro
A S= Od �tl o ff � (c e
Wk
�( o.nnesw is �O.QQ �e✓ ► M acti,.{�aiKe � e� .-T�- '�-7 �� °''°
Attach complete plain (to the County only) for the system on papa not less than 8M x'11 Inches in she
SBD -6398 (R. 05101) _
_ Scale 1 " =5p �' l 'Page 3 of `7
C �
(`�
F
M 0 F CZLL
cx= tit N- qy �i L
Pvc
ok
P g.3 / o iN
�y. I
0/ /
'NOT CQl1n trur Q/
NOTES:
,tom' ,( A
1. Elevations shown are existing ground elevations unless otherF'
2. Install 4" observation rise noted.
3. Septic tank to be igpp pipes with approved caps. ( 2 re uired
�ttu� gallon capacity manufactured by ��
4 • Benc mark SI L�RBov
5. Divert surface water around system to
o
prevent ponding at the uphill side.
}
Page 1 of 2
Judy Olson
From: Rod Eslinger
Sent: Monday, December 10, 20012:18 PM
To: Jon Sonnetag; Kevin Grabau
Cc: Jane Hansen; Judy Olson
Subject: Lot 103, Troy Village
Importance: High
HEADS UP:
Brian Wert has reviewed the house plans for lot 103 in Troy Village and found the structure
does not conform to the County's height requirements (lowest point of elevation to the
average height of the highest gable of a gambrel, hip, or pitch roof). Do not issue a permit
for this �propert'V Un the plazas are revised to meet the standards of the ord nance. Brian
said the house plans he's reviewing for this lot show the drip line at 36 feet and the peak
was higher yet, so there is no one way you can get an average of 35 -feet.
This application has not been filed with our office (as far as I could see). I checked the
sanitary application in box and the sanitary inventory database - found nothing.
JUDY /JANE: Please red flag the state approved mound plans for this lot if we have
received them from the State. (Put a note to verify the dwelling's height prior to issuing the
sanitary permit) I think that Art Wegerer was the designer. Thanks.
LOT OWNER:
SCOTT AND JERRIE NELSON
268 ST. ANNES PARKWAY
LOCATION:
LOT 103, TROY VILLAGE
Town of Troy
BUILDER:
WOODDALE BUILDERS
SEPTIC:
MOUND
Rod -� jfi, 'slinger
12/10/2001
r , Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
Nvisconsin �- www.commerce.state.wi.us /sb
�'`; '. !. I I / f www.wisconsin.gov
Department of Commerce, - ,
t Scott McCallum, Governor
Philip Edw. Albert, Acting Secretary
November 20, 2001 ST r�
CC'UN - v
CUST ID No.267341 4 - QNI.NG0 �r I f ATTN. POWTS Inspector
ARTHUR L WEGERER-f' ZONING OFFICE
WEGERER SOIL TESTING & DESIGN IEE ST CROIX COUNTY SPIA
PO BOX 74 1101 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 11/20/2003 Identification Numbers
Transaction ID No. 690922
SITE: Site ID No. 639041
Scott & Jeri Nelson Please refer to both identification numbers,
268 St Armes Pkwy above, in all correspondence with the agency.
Town of Troy
St Croix County
NW1 /4, SETA, S24, T28N, R20W
FOR:
Description: Five Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 821324
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 folowing conditions shall be met during construction or installation and prior to occupancy or use:
• 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 SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (0 1/8 1)
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
Mound manual, and the pressure distribution component manual are complied with. A copy of this letter
including instructions and information relating to proper use and maintenance of the system must be given to the
owner and each subsequent owner upon completion of the project.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area.
• 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.
• 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). In addition, 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.
i —
a` ARTHUR L WEGERER Page 2 1 1/20/01
• 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 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the
initial installation of the POWTS in accordance with an approved management plan shall be conducted by a
person who holds a registration issued by the department as a registered POWTS maintainer.
• 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. Stats.
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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /instal lation/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
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
cbratz@commerce.state.wi.us
TITLE SHEET Page 1 of
FOUND SYSTEM
FOR
A S BEDROOM RESIDENCE
This plan has been prepared in accordance with the Mound Component
Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P
(N.O1 /O1)
N.0
( 1 /O1)
LOCATED IN THE NW 1/4 OF THE Sf 1/4 OF SECTION ZY ,T Z8 N,R ZO W '
TOWN sy OF p , ST= <— NX COUNTY, WISCONSIN.
hT L03 of 'r z Lt VIULVI%_Cl�:
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE
PREPARED FOR
9� �° �o
PREPARED BY o
WEGEFcER Sv Z L .TEST 2 NG
AND .
DES I GTV SEFRW 3[ CE
P.O. Box 74 421 N.Main St.
River Falls, WI 54022
Phone 715-425-0
Fax 715 - 425 -6864 � �C_C '�
Ci
•
, S y
Con,01onally
APPROVED ..v.
DEPARTMENT OF COMMERCE W�•''7'�3i�ffi�a°�'��a
1XV1=K OF SAFTEVAND BUILDINGS
SEE CORRESPONDENCE
JOB NO.
Mound System Management Plan p age Z. of 7
Pursuant to Comm 83.54, Wis. Adm. Code
- , 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. 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 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
septic tank shall have its contents removed when the volume of sludge and scum 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 a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution S Ystem
No as or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October - February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained In accordance with its'
component manual and local or state rules pertaining to system maintenance and maintenance
reporting %Em _ti66A1- P
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump 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 a tank or component.
Contfnoencv Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump, pump Controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in Its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system Into proper
operating condition.
Questions about the operation or maintenance of this system should be directed to:
The County Zoning at l _ 3$Ij S T. C7
The system installer at
The tank manufacturer at _S n., (o
The effluent filter manufacturer at _S 1 _L7_ Z Pte-%
The pump manufacturer at C) - -
PLOT PLAN
Scale 1 SC)
l Page 3 of 7
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cry
G! 1 0 1 PV C
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T1�1,3 '�cR�R
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( 2 required).
3. Septic tank to be 1 800 /11N bgallon capacity manufactured by
�v l t s CO.) c`T �., /�-_wo Z►�-B� �c �`r2
4. Bench marks; siE5: p
�. Divert surface water around system to prevent ponding at the uphill side.
Page q•0
P_pprovec Synthetic Covering '
ASTH C33 Distribution Pipe
Medium Sand
Topsoil -" _ H „ IG
Q q , �
3 -
b
3.% Slope
Distribution Cell of Force Main Flowed
z" to 2 " Aggregate From Pump Layer
0 l . �o7 Ft.
E \_qq Ft.
CROSS SECTION OF A MOUND SYSTEM F p. b Ft.
G O_S Ft.
A Ft. H 1- Ft.
Linear Loading Rate = %•q GPD /LN FT 8 Ft.
Design Loading Rate =b - GPD /SQ FT j Z Ft.
J 9 Ft.
K 1 Ft.
A+*"94 Position L 10 � Ft.
o.
Force Main W 3 q Ft.
.. I
- Observation - - - - - -- Pipe
-- - - - - -- --------- - - - - --
A a - - - -,
- -�-- -- 8 - - -- --- - - - - -- -------- - - - - -- --- - --
-- - - - - - -- -- ---------- ----- - - - - -�
f VC
�Dist
ution „
Pipe
Cell of z to 2
aggregate
Observation Pipe
(Anc$br securely)
PLATT VIED OF A MOUND SYSTEM
'6
Distribution Pipe Layout Page S of - 7
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 45 fitting to a point within six
inches of the final grade. Terminate the ends of the laterals with a valve 'threaded cap or
. threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug.
-
T`-t
PVC n
Lateral Manifold �� C
Lateral
x x x x xQ x2 x
x x x
Lateral Length — Lateral Length — p
Distribution Line
— —o
h Ps1J 1 Fc
S
o —_
t'�C 1 riAZN
P Ft. Hole Diameter t Inch -
S 3 Ft. Lateral I Inches)
n
X 3 6 InchPS Manifold Z Inches
Force Main " Z Inches
# of holes/pipe_
Invert Elevation of -Laterals 94O Ft.
-
Goulds 7-v"wz eft 6
Submersible
Effluent Pump
' E
3871
EP05 PO4
APPLICATIONS • Fasteners: 300 series Fully submerged in high ■ Motor Housing: Cast iron: t;
Specifically designed for the stainless steel. grade turbine oil for for:efficient heat transfer,
following uses: ' Capable of running . :lubrication and efficient strengtii, and durability.
9
• Effluentsystems dry without damage to � fieat transfer. ■ Motor)Cover. Thermoplas-
• Homes components. Available for automatic and tic cover with integral handle
Farms . �.: Motor. manual operation. Automatic and float switch attachment
• EPO4 Single phase: 0.4 HP mo points.
Heavy duly sump g P dels Include Mechanical
• Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Gable: Severe duty
• RPM, built in overload with rated oil and water resistant.
Dewatering automatic reset P at the factory.
■ Bearings: Upper and lower
SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing
115 V, 60 Hz, 1550 RPM, construction.
Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo-
• Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING
3 /4* ma�amum. • Power cord: 10 foot with pump out vanes for
• Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. sp• UNEWUN&MbLsoftan
• Total heads: up to 24 feet with three prong grounding a EP05 Impeller. Thermo -
• Discharge sin: V NPT. plug. Optional 20 foot astic enclosed desin for (CSA listed model numbers
pl g
• Mechanical seal: carbon- length, 16/3 SJTW with end in r or "AC".)
rotary/ceramic - stationary, three prong grounding plug improved performance.
BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged
• Temperature: thermoplastic design provides
104OF (40°C) continuous superior strength and
140OF (60°C) intermittent corrosion resistance.
• Fasteners. 300 series METERS FEET
stainless steel. 10
• Capable of running -
dry without damage to s 30 1?M
components.
Pump: EP05 a f=
• Solids handling capability: c
YV ma)dmum. 7
• Capacities: up to 60 GPM. x s
• Total heads: up to 31 feet
• Discharge size: 1W NPT. z 5
• Mechanical seal: carbon- o "
15
rotary/ceramic - stationary, A 4
BUNA -N elastomers. o
• Temperature: s 10
104°F(40°C)continuous
140°F (WC) intermittent 2
5
. 1
4 .
0 -
0 10. 20 30 40 50 GPM
0 r� 4 e 6 12 InVh
Combination Sept- c;Tank and
PUMP CHAMBER CROSS SECTIOM AMD SPECIFICATIONS ' PAGE OF �.
-NEWT CAP � WEATHER PROOF
JUWCTION 80X .
ti C.Y. VEWT PIPE i APPROVE LOCKING
1 10' FROM OOO1C, MANHOLE COYER AJIV
:IItVDOW OR FRESH 1 wAt<2lJIIJG LA6EL.-
to �3P PIP ,R I
E ALP, coratwtT _ .
G RAVO E
la'nIN. __________
IIULET i" PROVIDE
. •• ;� �j" AIRTIGHT SEAL I I I
I
Approved Z� �� '� I Approved
joint ti/ l4 0 I joint w/
PVC pipe b .� �f ALARM PVC pipe
I 1
1
ow
C �
CL � 33.2S T _ I
PUMP -�
ti OFF
D COUCKETE
ISZ. - 1, b0 1 5LOCK
- RISER XI
ET PERM17fED OtJLy rR
IF TAWK MAUUFACTUR, HAS SUCH APPROVAL 3ED0INr.
' �Br=DD t av 4 .
SEPTIC E SPECIFICATIOUS
DOSE
TAWV(S MALJUFACTURER: IJt1MgEA OF DOSES: / PER DA
TA)JK SIZE GALLOAJS DOSE VOLUME r
ALARM MAUUFACTURCR: S -t SLJSTLS�` INCLUDIMC BACKFLOW: �SZ.7 _.,GALLON;
MODEL IJUMBER: - 1U KW CAPACITIES: A= ZO 509,.0
IJJCHCS OR GALLOys
PUMP
SWITCH TYPE: "E__ � p
8 = _ Z IlJCHES'OR S O' / G(�LLOUS
MODEL WUMBER: �
MAWUFACTURt<A: I"'1`'I. L�2 • C.i' v C: fj IIJ CHES OR 152 GALLOWS
I"lE 4 (3 D= 1.S
ITCHES OR 3 1 GALLOWS
SWITCH TYPE: r?-c- / TtjTPrl.= 1.()
MP �
MOTE: PU AMD ALARM ARE To 5E
M11JIMUM DISCHARGE • RATE 3 _ �_ GPM INSTALLED bIJ SEPARATE CIRCUITS
VERTICAL DIFFERENCE OETWEEIJ PUMP OFF AUD..DISTRIBUTIOU PIPE., ll•y"L FEET I3 22`'r' Z_!; �l
+ KIUIMUM METW SUPPLY PRESSURE FEET CS•t] 1. 3)
-F �Q_ FEET OF FORCE MA i1J X �' S F o FLFRICTIOLI F AC TOR.. Z• �' FEET 3
`. TOTAL Dy1JAMIG HEAD = �' 1 8 - FEET • `-� b
As per mianufacturer Z.S_t4 gal /in. Liquid depth 1 4 3 `�
,e•
M E40 Series MVWW
4/10 HP Effluent
and Drain Water Pumps
Performance Curve
US
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40
12
35
10 cn
30 cr
L H
' W
Z 25 8 E
Z
= 20
W
J 2
15 J
0 O
10 rr
5 2
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91 Printed in U.S.A.
f . ttS5 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ` of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
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. ol- Q - 1 Z.S
Please print all information Rev' wed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
"- S'C-O'r -1— Govbet NW 1/4 5C 1/4 S �4
N R E(o W Z
t. - �-O
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# T �
31 ` lbZw 't:> N'u v 1 l3 3 _ ' Tc.u`2 V Lt , -frGrr
City State Zip Code Phone Number ❑ City ❑ Village 4 Town Nearest Road
WfJU� M1 j I SS 1 ( ) 'h�� -f �:pim"s T>".
® New Construction Use: ® Residential / Number of bedrooms S Code derived design flow rate S -GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material LL1ES S OQk2 Z 'N� UwM L'1Z�-r Flood Plain elevation if applicable
General comments
and recommendations: 'h10 Uri W / 9 'K 04 r D �S) U'10X.I 00_L r; � NOV Z 2001
ST CFM
ING
a Boring # ❑Boring
® pit Ground surface elev. O ft. Depth to limiting factor — in. (! 9
placation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
o -� 1 p�( 1Z31Z — SZ1 Z w�`Fr cS Z� --s .0
Z � _)y to ��z:3! 6 -_ s ) � Z ► -n.`fl� cS lv-� . S . g
3 ►c�
4
Boring # ❑ Boring
® Pit Ground surface elev. 0 ft. Depth to limiting factor >! in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0 -6 zO'.2:5. L - st 1 z� s b �c rn-F�- eS z� •s -�
2. b -�3 ����.. 316 — s, � Z.► -►2Sbk rn�- �S lv� - s -�
7�SLirz -Vl sLC i L0 k h2'f4- CS
ZO'1\21-bi' Lan -
' Effluent #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) S CST Number
Arthur L. We*gerer d 220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. 1-lain St. River Falls, WI 54022 11 -fib -0I 715 -425 -0165
Property Owner ��-S O N Parcel ID # Page Z. of 3
a Boring
Boring # ❑ /�
® pit Ground surface elev. `�. q 3 S ft. Depth to limiting factor
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
py,1L 31 Z S 1
s it Lk S
�! ?A— 10`Z2G13 L,
❑ Boring #, ❑ Boring
❑ Pit Ground surface eiev. ft. Depth to limiting factor 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
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 1ft
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 -5330 tR.woof
PLOT PLAN Page 3 of 3
Scale 1'= SW
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715- 425 -0165 220 254
CST Signature Date Telephone No. CST No. Job NO.
l
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIPICATION PORM
Owncd/ uycr
Mailing Address
Property Address
(Vedfccafion requittd from PVm* Depu6meat for new coasuucti to
Ccty/Statc �Lt Yl uJd P11 Idcatiftcatioa Numbcr J 10"dd
Ll GAL D + SCR PITON
Property Location %, S %, Sec. �l` . �O N-R °�d W. Town of -7;e 4 -------
Subdivision �Irb 'Ila Lot #
._
mad SmTey Map # Voltmm . Page #
Warraatp Deed # _ 3 (�� Volume < 4 6
.rage #
SpoQ .e 0 yes no Lot Beres identifiable yes Cl. no
�YS1'EI�SMA'tl�:N';p��
�� � y ia��retobaadlevr�s .Pmperma>abcaamoe .
� a �C treat of hie 1^= ,c oc4 if v=&dby t rw==dpao�pc� etc pat bo Q� syr�m
u �ctml ;ts rtsl:ge;atfreaiasLcty�, ..
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ilia 7 p
w 1p =3V Qmt( i) Qreoa�inGev�razGca�c6erdsspouLcpsbeai
Topezxtiagooadlh�onaadlor (2):&er�p.C¢.�es,nlcis kss�raa lt3�ad[ofi�dge.
. emedtmnearad the Am= emdagaoe oo msiotaia the pciviLe sevragc disposat ifio staodatds
��' � a ' � ���� � ;StateofS�fuoaasin� won
tbeffi Las6ocamaiatamodbeoododaadre6canadtot�StQ�ocCacn�tyZ�ivaglJ f�,oc�ri�n30
Y� date.
SIGNAUM OF APPLICANT L
DATE
a� ca�icA ON
I (we') "fy dot all 6" m ft oa this fomt ace tm to do best of my (out) Imowledge. I (arc) am (arc) the owccex(s) of
Zby vkwc of a waaanty deed =ocdcd is Register of Doody Office.
Z A J/D l
DATE
ssssss iafvmeatioa then is mis r odmay m* is the saaitay pmmit being revoked by the Zoning DVut mcnL • •
" Inctude w1(h tuts aPPticaUoa: a stamped wa nn)), dood fmm the RcgisW of Doody office
a copy of the ccctirW emvcy cusp if ccfarnoo is made in the wamucy deod
632507
STATE BAR OF WISCONSIN FORM 2 - 199 KATHLEEN H. WALSH
WARRANTY DEED REGISTER OF DEEDS
ST_ CROIX CO., WI
Oocurt,en' Numbe` ,SJJPRC���� RECEIVED FOR RECORD
This Deed, made between -_- -_ -. 11 -01 -2000 9:30 AM
Devel - - -- WARRANTY DEED
Troy opment C ration, a Min_ne_ Corporation EXEMPT Y
_ — � - CERT COPY FEE:
_- - - -.__ Grantor.
and vi=and - NTson and - Ter. il}m - S: °Nelso ;_ " -' COPY FEE:
husband and wife - - — - TRANSFER FEE: 999.70
-- RECORDING FEE: 10.00
-- -_ PAGES: 1
- •--- -. _.— Grantee.
Grantor, for a valuable consideration. conveys and warrants to Grantee the following
descr(b�e /d /rj�te In St. Croix ,County. State o! Wisc
Lot onsin:
C4AH'S Narnp t,n
f the Plat of Troy Village 3rd
Addi n the Town of Troy, St. Croix County, aa9 RefunndGpss
Wisconsin. Scott and Jerilyn Nelson
3749 Fain Drive
Subject to Declarations of Covenants, Conditions and Woodbury, NN 55125
Restrictions for Troy Village, recorded in Vol. 1241,
Page 256, as Doc. No. 559964, and the Declaration of
Golf Course Covenants, Conditions and Easements, -
recorded in Vol. 1241, Page 301, as Doc. No. 559969,
all as appearing in the office of the Register of Deeds 040- 1251 -90 -000 ;(
for St. Croix County, Wisconsin, and such other Farce itleniilitalion Number (PIN)
easements, reservations, restrictions and reservations This is no t homestead property. l'
of record, or in use, and obligations contained in the �i
�J (is) (is nut) I
Purchase Agreement for this lot.
iI
I�
li
jl
!
ll
�i
I:
Exceptions to warranties:
Dated this 12th day or Octob - 2000 _
�2" f C%J -e+GC _ (SEAL) ----- -- -- - (SEAL)
Charles S. Cook, Preside
Troy Development Corporation -----..---------
(SEAL) — - - - -- -- --- —. (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Signature (s) Minnesota
State or W+3cons+rr.
ss.
Anoka - _.__. __ County
authenticated this day of , •_•_, -- Personally came before nu• this _ 12th _ day of
October __ 2000 , the above named
Charles S. Cook, Presi
_. Troy_Dev_elopment Corporati
- ----- -- -- - - - - -- - -- -- —
TITLE: MEMBER STATE BAR OF WISCONSIN
(It not. - uu• knrnvu to Ue um lv-un ._.__ a•ito exv,utcu the furoNOhtg
authorized by 5706.06. Wis. Slats.) ii�s / merit / and ackrrnvledGe thhee'JJJsanio. /
THIS INSTRUMENT WAS DRAFTED BY -.. /b- �L=�:. - .- �•^.' { J! - -__
TROY DEVELOPMENT CORPORATION Nancy L/ Clift LL
NuUn.v PuUlie, Saa,e- W- LI'i+eww.iwAnOka County, Minn.
Cha S. C My cummission is permanent (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not JBRudry 31 2005 .)
necessary)
• Names of penmu signing In any capacity mwl be typed or printed belt• it r.gnanre.
STATE BAR OF WISCONSIN W-sooroa+LapN &am, Co., Mu.
WARRANTY DEED FORM No. 2 - 1998 Me -kee. Wis. -
NANCY L. CUFr
NOTARY PIJKC -41 /fIfSMA
MY COMMISSION EXPIRES
JANUARY 31, 2006
Wisconsin Department of Industry SOIL AND SITE E V A L U AT ; N �� `�, Pa ge of 3
Labor and Human Relations 1 ; , g _
DiYisian of Safety 8 Buildngs in accord with ILHR 83.05 1 ,Adm.
• r 6 ., ..a COU `,�,
Attach complete site plan on paper not less than 81/2 x 11 inches in size . tmust include, but
not limited to vertical and horizontal reference point (BM), drection and %0'j-slope, scale or PARCE `l.. # Pp�� lJU G
dimensioned, north arrow, and location and distance to nearest road. '
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION" > REVIEWLDBY DATE
PROPERTY OWNER: PROPERTY LOCATION
f tk4) _IDEQ1 J \.S S CtJU l,� Z G94. 6 �'.:..SW t/4 � 1/4,S j-OT ?_j:5 ,N,R 1q E (or W
PROPERTY OWNER':S MAILING ADDRESS. LOT # BLOCK # SUBD. NAME OR CSM #
'?_S5 lZlv E1?S LDE � X03 — GL sm 5
CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE OrOWN ' PM PIR - e EAREST ROAD
1Z, (iZ_ �KU-S wl Sy-0ZZ(jLS) �1 ZS*- $ 3
p(j New Construction Use Residential / Number of bedrooms [ j AdditiQn to existing building
] Replacement [ ] Public or commercial describe
Code derived daily flow be gpd Recommended design loading rate bed, gpd$ - trench, gpd/ft
Absorption area required SCSO bed, ft Sou trench, ft Maximum design loading rate , S bed, gpolft • trench, gpd/ft
Recommended infiltration surface elevation(s) V031 Z S ft (as referred to site plan benchmark)
Additional design /site considerations 1'` OUl' -b wl8'K 63 ' JAJ - LZ." 0;=- Sri Ri _L.
Parent material Ld E - n 9 - o u E2 "n Flood plain elevation, if applicable N fl ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN F1 HOLDING TANK
U= Unsuitable fors stem ❑ S ,0 U 2S ❑ U El RIU [Is 0 U E3 ® U [IS ® U
SOIL DESCRIPTION REPORT
Bonin Depth Dominant Color Mottles Structure Y Roots GPD /ft
g # Horizon Texture Cons
in. Munsell I Qu. Sz. Cont Color I Gr. Sz. Sh. I ence I I Bed rerxh
:. }...- t o -L1 l� �L3lZ- 511 2`�bk - Ft- 01-5 S .6
Ground 3 2� -�Z -� S R 2_M - 1�s l �bk w►v�1- - u p �n
elev.
RR -Z ft y' �]Z-6Z S `ZIZ�Lc�- SKtzSl� } _ ��,� �n�'' - •3
Depth to Ep S ,g ylif
limiting
factor
Z1
Remarks:
Boring #
0-1.0 ley tZ. 3L Z - n
511 Z'`56" ML
1
Z Z l D -2Z. Lb% 3J6 - si 1 2'(�31vk y►2`�} cS , S 6
- S zo 30 - )_S `la - -V csbk )n 0 � s
Ground
� Obs ft V 3b-G S S O1 R- 3L -? .S` L Oh, 1►i `�1^ • 3 •y
Depth to
limiting
factor
S&
Remarks:
T Name.— Please Print Phone:
Arthur L. We erer 715 - 425 -0165
egerer Soil Testing & Design Service -P.O. Box 74 River.Falls,WI 54022 .
Signature: Date: CST Number: .
p4 lo3 -lU3 S -g - 220254
PROPERTY OWNER ) LlE / SeNv Urz SOIL DESCRIPTION REPORT Page?- of 3 -
PARCEL I.D. # - PeUyAc
Boring # Horizon Depth Dominant Color Mottles Structure
g in. Consistence GPD1ft
. Munsell Qu. Sz. Cont. Color Bax>�tY Roots
Bed Trench
`11 3L
S 1' L 'P 1z
wZ rL 3/� S;1 Z`P S wa-e1- cS • 5 ,.6
Ground
elev. _
� oo.Z It. y 33-58 S `Il2 31 tD.S`ll�`; L -Ls) pv►� Yt2`Fi - '3 .Sl
Depth to
limiting
factor
3a,
Remarks:
Boring #
Ground
elev.
It.
Depth to —
limiting
factor .
Remarks:
Boring #
4
Ground
elev.
It.
Depth to
limiting
factor ,
Remarks:
3oring #
x;x:,•;•
t
Lw 4.` eoy�fi
around
Aev.
f t.
)eplh to
imiting
actor
Remarks: _
PLOT PLAN Pa 3 of
SCALE 1 "= SO '
o� DoT eo�p�T o2
1
3oTTp1 I Op �® LZL too. -Is %,S
I _
tf-Z- �_�o0•S' ON `r'J``ki1Gt�, 3ryN1J��g= _:PVC._ :_
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00.103- �e3
ZIGISy
715 ) 425 -01 69 _
CST Signature Date Signed Telephone No. CST #
vvisconsin Human Relations e n ti ustry,
Labor and SOIL AND SITE EVALUATION REPORT Page I of 3
Division of Safe r>i Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
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 (84, direction and % of slope, scale or PARCEL I.D. if w G
dimensioned, north arrow, and location and distance to nearest road. '
APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
e � LLB $ E f � -I DEQN `S S C 1+j C Z SW 114 Si� 1 14,S ] J Zj ,N,R 1a) E (a W
PROPERTY OWNER':S MAILING ADDRESS. LOT S BLOCK # SUBD. NAME OR CSM #
Z S �lv�2S tDE �2 X03 -- GL STS' wu 5 PrDt) .
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 01FOWN ' NEAREST ROAD
'lC1J - wl Sy,oZZC1LS) � LS�- i�l6l 'nzo�( �MP1Rr? 3lltCt� �R,
New Construction Use Residential / Number of bedrooms [ J Addition to existing build'mg
(] Replacement [ ] Public or commercial describe
Code derived daily flow bOp gpd Recommended design loading rate _ b ed, g pd/ft 2 - trench, gp d/ft 2
Absorption area required SCso bed, ft Soo trench, g2 - Mabmum design loading rate - S bed, gpd/ft gpd/ft
Recommended infiltration surface elevation(s) %00• ft (as referred to site plan benchmark)
Additional design/ / site n MOU W ��
g considerations +�D �8 K63 .>?P� t�tlfv , LZ- OF St'a -fl FU—
c.- Parent material 1b en S • 0UFl(- -t LL Flood plain elevation, if applicable NZ fl
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM W FlLL HOLDPIG TANK
U= Unsuitable for stem ❑ S IOU I IRI S❑ U 1❑ S �U ❑ S 0 U [Is ®U [IS E U
SOIL DESCRIPTION REPORT
Bonin Depth Dominant Color Mottles Structure GPD/ft?-
g # Horizon in. Munsell I Ou. Sz Cont Color I Texture I Gr. Sz. Sh. C°ns`stence �Earr"`ry I Roots Bed r
J .. YD 2 312- • S .6
Z )) - %Lip 31i, - o.S
Ground 14S YOU4 CS - 1�P ►JP
elev.
99,Z ft
Depth to
limiting
factor w
Remarks:
Boring #
El %Lf rz 3 z - s 1 1 Z'P56Z m'�
Ground 3 30 7 -S � 2�� ,V is
` D -5 3b-6S S
' -? .SYILS� L Ch. h, `F>^
ft P — ' Fy
Depth to
limiting
factor
Remarks:
9 T — Name.—Please Print Phone:
V Arthur L. We erer 715- 425 -0165 '
e rer Soil Testing & Design Service -P.O. Box 74 River Yalls,Wl 54022 .
S Date: CST N
umber..
o3 -Lo
220254
l
I -1
PROPERTY OWNER _)�` Z Se-t+u Urz SOIL DESCRIPTION REPORT Page 2- 3-
PARCEL I.D. #
Depth Dominant Color Mottles Texture GPD - t
Boring # Horizon Structure Consistence Boundary Roots
;-..`. 4 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
<_ ' o- l? ! 0`� 1Z 3 L Z Bed Trench
_, � z �sb>z
3 f
s, Z'f sbkfi.
Ground 3 22 - 1 -S Ly 1z
elev.
I DO-3 ft. Ll2 31 y 1F OWN Yv1`Fi — • - S�
Depth to
limiting
factor
33"
Remarks:
Boring #
KN\ ^H
.. 4}
Ground
elev.
It.
Depth to
limiting
factor
Remarks:
Boring #
RM
t... .�
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
3oring #
t: .
around
flev.
It.
)epth to
imiling
actor
Remarks: _
PLOT PLAN Page 3 of
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CST Signature Date Signed Telephone No CST #
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A �
'Wisconsin Department of Commerce SOIL AND SITE EVALUATI Page 1 of 3
Division of Safety and Buildings in accord with Comm 85.05; VMs. Adm. Code ,
En waronment By Design
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan �► COUnty.,
St. CIOIX
include, but not limited to: vertical and horizontal reference point (BM), directio rkt` {a [c f�� j
percent slope, scale or dimensions, north arrow, and location and distance t ea t roaPE
Parcel I .#
APPLICANT INFORMATION - Please print al/ informatio
Personal information you provide may be used for secondary purposes (Privacy Law, s c (1) (m)). r G � R,0-. n� gy Date
K u�wLt. I �9
Properly Owner rii Locat' �
Continental Development - Z0NiNG c - Nw 1%4 1/4 S 24 T 28 N,R 20 W
Property Owner's Mailing Address Lot # i Sub �me or CSM#
12301 Central Avenue NE Suite 230 103 = Troy Village L3 - - j I State Zip Code PhoneNumber [; City ❑ Village Town Nearest Road
Minn lis MN 55434 Troy Lindsay Road
New Construction Use: � Residential / Number of bedr 4 ' Addition to existing building
Replacement Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate 1.2 bed, gpolft 1.2 trench, gpd/ffi
Absorption area required 500 bed, 1 1 2 500 trench, fl? Maximum design loading rate 1 . 2 bed, gpd/fF 12 tr ench, gpoltF
Recommended infiltration surface elevations) 105.5' It (as referred to site plan benchmar
Additional design / site consideration
Parent material Loess over Bed Rock Flood plain elevation, if applic e Na It
S= Suitable for system I Conventional I Mound i In -Ground Pressure I AT -Grade I System in Fill Holding Tank
U= Unsuitable for system I El N U l N S❑ U ❑ S MU ❑ S N U ❑ S NU ❑ S N U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/f1?
Boring# Horizon I in Munseli I Qu. Sz. Cont. Color 'Texture Gr. Sz. Sh. IConsisten Boundary I Roots Bed Trench
1 1 1 0 - 10yr3/2 I - I sir I 2msbk I mfr I cw 2f 1 .5 6
2 9 -35 10yr5/6 - sil 2msbk mfr cw 1f 5 .6
Ground 3 35 -38 10yr8/3 - B - - - - - -
elev
I I I I I I
102.23 ft
Depth to I I I I I I I
limiting
factor I I I I I
35
Remarks:
2 1 10 -9 I 10yr3/2 I - I sil I 2msbk I mfr I cw I 2f I .5 6
2 9 -36 I 10yr5/6 I - I sil 2msbk I mfr I cw if I .5 .6
Ground 3 1 36 -38 10yr8/3 - I BEDR.�{ 1
elev
104.48 ft
Depth to
limiting I I I I
factor
36
I I I I I I I I
Remarks:
CST Name (Please Print) Signature: _ Telephone No.
Thomas C. Nclson ��" ` ` 715- 246 -2454
Address Environmental By Design Date CST Number Ref #
1432 120th Street, New Richmond, WI 54017 12/29/98 227387 82
I
i A 4
PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT ® Pag 2 of 3
PARCEL I.D.# Environmental By Desian
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/f�
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed i Trench
1 0 -10 10yr3 /2 - sil 2msbk mfr cw 2f 5 .6
2 10 -35 10yr5 /6 - sil 2msbk mfr cvv if 5 6
Ground
elev 3 35 -38 10yr8/3 - BEDRX - - - - -
103.95 ft
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting i
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
-_J
L �Y 0[51
IT POP 90M MfW MA NI W(ONIM
71 5.246-2454
-.dda,m
TROY ► VILLAGE -.- Lot #103
NAN I '�, SF( 24 r 28 N, R 20 w
SE
Troy Township, St. (
Page 3
w
OL
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SCALE 1" =40 Tom Nelson
BM 1. NW LOT CORNER Top of iron pipe ELEV. 100' 227387
BM 2. 'TOP OF IRON PIPE ELFV. 104.48'
eve, ��"•.
Troy i*veibpmvnf Cbrp=radaoi -
173111 Central A mwe ME
Blaine, MN 55434
(612) 757 -7568
OUTLOT 3
COMMON AREA - PARK
9.406 ACRES 4.7011 AC
u
N 1.225 AC 1.586 AC,�
w J IQ
,1 A •
LEGEND ,.? AC ,. AC
UTILITY EASEMENT, 10' WIDE
- - UNLESS OTHERWISE SHOWN.
DRAINAGE EASEMENT. 10 WOE 41 t 42) >- 2 4 1►,
UNLESS OTHERWISE SHOWN. 1.617 Ac 1.106 c 49
BULDWG SETBACK LINE, 75' 40 J r .084 A 1.877 4c
- - - UNLESS OTHERWISE SHOWN 1.642 Ac .i93l1� B , CV
J�s92 h .
m �(Qr < q
�� !,} x ' 1291 AcN 1.01 t
1rS05 _°
3.310 ACI < . 31
34 $ m 1. A/ 0.49'
36 Ac 24o.ao 1to - GOLF COUR
y 3j 1
c w0 J)�s� I •,� 1.026 AC8130{ C f ry
1 I �
2 1 < 4 AC
38
36
2.508 AC / 1.075 AC ro 29
h' / r
45 259. S' �. • ?� e y 1.313 C ! •22^
50 0 9) �O w• N ro 1,100 AC
OUTLOT 12 N �� 103 �s 1.o Ac 6. 7 A1ry6 ry "128 9 / _ .t v�
COMMON AREA- 1 .6 4 9 „c ? 1.238 A 11 ►y.:"�
PARK
9.044 Ac 10 � ?'° 5 n•
9 ; � 1 Q 2 a1 6 / ? 9 4 ,1201 ^ � 1. 0
1. . ` 1.157 A ,.
'1• 340 AC n. 106 `
J�.243 AC , � ?tr •` / I ra 5
V
107 `�0 1 11.00 1 0 c .
1.694 6AC I ry�ry 50 N 1.z9c
N 1,o0S1AC 4 , . Ac� °113 30 • �,--*0 18
.� 1.028
108
1.385 AC 1 y
�s. 059 1 5g
ON 100 / 33. 1.039 At ? 8 AC 20'
N 1.611 f e 6 s�. N y � 1.048 A
109
300.81 1 �
581 AC, 1.009 1 6
99 as . 1: U �hF z, 9 ,.� A4 o GOLF C OURSE
9 g.
1.401 AC \ '� �� t ?•
v 117
p h 1 ,7 � 2.760 AC
X 01• 9 �� � ••., y '• 2a
1.008 AC ♦0 ••
ip
1.425 AC . r •• � } • ��
n 8 11$ "••.... ryc�'
w 1.004 A 1 1.632 AC j•., � t16
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