HomeMy WebLinkAbout024-1039-70-000 Parcel #: 024 - 1039 -70 -000 03/11/2008 12:19 PM
PAGE 1 OF 1
Alt. Parcel #: 31.28.17.253 024 - TOWN OF PLEASANT VALLEY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
0 - CANNON RIVER PROPERTIES LLC
CANNON RIVER PROPERTIES LLC
42 160TH ST
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description * 1579 E CTY RD M
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE
SEC 31 T28N R17W NE SE TOWN- SHIP Block/Condo Bldg:
PLEASANT VALLEY. (ADD'L HIST 484/463
784/179) Tract(s): (Sec- Twn -Rng 401/4 1601/4)
31- 28N -17W
Notes: Parcel History:
Date Doc # Vol /Page Type
10/12/2007 862260 QC
10/12/2007 862259 QC
12/16/1999 615597 1478/400 WD
03/02/1998 574166 1301/492 WD
more...
2008 SUMMARY Bill #: Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 06/22/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.000 34,200 1,047,700 1,081,900 NO
AGRICULTURAL G4 36.240 6,900 0 6,900 NO
UNDEVELOPED G5 0.760 200 0 200 NO
Totals for 2008:
General Property 40.000 41,300 1,047,700 1,089,000
Woodland 0.000 0 0
Totals for 2007:
General Property 0.000 41,300 1,047,700 1,089,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch #: 108
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Commerce SOIL EVALUATION REPORT
01uision of Safety and Buildings Page of 3
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 ST.
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. QZ
t1- 011- q0 -oov
Please print all information Rev by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner 1�1N3
Property Locatio liot '
C�� O N lJ Z- IPC11J S 1j 1 4 S L)U 1 S Z T Z 8 '1 E (o W
Property Owneris Mailing Address Lot # 8 d e or CSM# N R L / 1-2
S � q LE 0 0
City State Zip Code Phone Number ❑Cit ❑ Village ®Town Nearest Road
l�lU M l=P�t� S I.vl Sq0 ZZ t )LS) L1 Z6.16LS V►rt..._a.q %T. �
❑ New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate _ 41 S C
®, Replacement GPD
❑ Public or commercial •Describe:
Parent material G L 22 L ELL 11 l.L Flood Plain elevation if applicable N `�
General comments ft.
and recommendations: M 3\jvlj� VQ q ' Y_ S O
y"t) }v t,� v ►� Z1 ' J'r- S h:vp Fi L_L ,
Boring # ❑ Boring
® Pit Ground surface elev. S_ 0 3• ft, Depth to limiting factor a 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
�t I 0 -1I 11,4 tz•. 31 Z - . . S1 1 Z`� b FZ rn`fti- c l . S .8
Z 11 -18 IOm ty - sil z`�s�� w��1 CS - • S .�,
Boring # ❑ Boring fV0 P,�q y
® pit Ground surface elev. 1 0 •7 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
o -►0 to1623! - s I Z�'sbh aKj
Z 10.20 •S�lz�l�l C 1 1.S`� tZsld S! l 1 C s�l-z m - z • 3
F _T
Effluent #1 = BOD > 30 _< 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = B00 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) S' natu CST Number
Arthur L. Wegerer a4 06 - ��- 220254
Address W e g e r e r Soil - T e s t i n g &. Design Service Date Evaluation Conducted Telephone Number
421 N. i-lain St. River Falls, WI 54022 1 -2y_o2 715 -425 -0165
Property Owner Parcel ID# �Z�- )oY I - u ri - oaa Pag Z, of
a Horing # Boring
® Pit Ground surface elev. % 4. � ft. Depth to limiting factor Z 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
I o - �0 1���Z3�v - s z� �� �►� 1� • ��
3 Z 3 3 Z - I fZVl cl�— --? s 4 - Sib 5 t� j � S b Y►2.` Z � 3
I
�J Boring # ❑ Boring
Q Pit Ground surface elev. 1 o S -8 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 •Eff#2
o -lo I oyCZ31z
Z - 10K rz -316 - S) . . C6
3 16�� S`/A. V/6 �.S `'t2. SJS s 1- C.I
F-sl Boring # ❑ Boring
® pit Ground surface elev. 1Q3 • Z ft. Depth to limiting factor 1 2) 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
1 0-10 I Q'ZiZ3`z —
SO Z`�:3 m `Fh � w i� • S -f3
1ovfL 3/6 - si 1 Z sb k Mt'�- es — . 's . v
3
---3 L/ t.oLf231 c1��sY2 s/� s>> 1�Sbh m`F►- - - z -3
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 -6330 (R.6100)
PLOT PLAN Page 3 of 3
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715- 425 -0165 220254 pZ_p
9
CST Signature Date Tele hon .
p e I'To . CST No . Job No.
•Wisc nsil Department of Commerce PRIVATE SEWAGE SYSTEM Count
Safe and Buildings Division
INSPECTION REPORT ST. CROIX
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary 3�r�iItID''
Personal information you provice maybe used for secondary purposes [Privacy La s.15.04 (1)(m)].
Permit Holder's Name: ❑City ❑ Village r7 Town of: State Plan ID No.:
COSS, LARRY PL. VALL
CST BM Elev. BM Insp. BM Ele�: BM Description: q ��� , - Parcel T� h-L- 1039-70 -000
w ` 'ylo U�L4
TANK INFORMATION ELEVATION DATA" A9800253
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic i 07,0000 Bench m ��,`1� 1p, l
osin �t1 t2Sev — 15 All -I&M - ge/%� 2,5'g (071/
Aeration Bldg. Sewer le j OS! S J
Holding S Ht Inlet t2.82 97 7
TANK SETBACK INFORMATION St/ Ht Outlet 13.01 Y6
TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet !q•? �s7
Air Intake
eptic�� NA Dt Bottom
Dosin' �/ NA Header / Man.
Aeration A Dist. Pipe 4.�� �,vs' X7. -
Holding Bot. System �,�r� 9,0 q(0.�
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer Demand Wl. y '7-
Model Number j GPM AA 4 5,37, 0,5-,3
TDH Li Friction (
Sy St e m TDH ( Ft
L e
Forcemain Length 57 Dia. Dist. To Well
SOIL ABSORPTION SYSTEM
BED / RENC Width C� Length No. Of Trenches PIT No. Of Pi Inside Dia. Liqu
DIMEN v' (a I DIMENSION
SYSTEM TO P L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
SETBACK _ CHAMBER
INFORMATION Type O / �� Mo tuber:
System: 1 6 2 75
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) , x Hole Size x Hole Spacing Vent To Air Intake
Length 00 Dia Length Dia. � Spacing � r r
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded ISodded xx Mulched
Bed /Trench Center Bed /Trench Edges; �( Topsoil ` ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discreppxies, Persons present, etc C,ad, 5G i- hcs of au►+• ��*�• b f • s ��
3 5 w
LOCATION: PLEASANT VALLEY 31.28.17.253,NE,SE M �
��-{— -
� i N � D .�a . w', rl be 1500*,
4 40 R q . Sy 10 q. 51) gIYl . �5 .0'AZ�
WT I
�,
YJR � ".r " (- z,'pR a
�� ..1 i
ar revlsioreg
, ri Ulred. ]'Yes li
Use other side f6r additio information.
/ SBD - 6710 (R.3/97) Lk � P -,1 , (a- �r Z ` Date Inspector's Signature Cert. No
r 0
Safety and Buildings Division
V SCOl1S %l1 SANITARY PERMIT APPLICATION . � X a �m n gtonAve.
Department of Commerce in accord with ILHR 83.05, Wis. Adm. Code Madison, Wt 53707 -7969
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 8 112 x 11 inches in size. ST , CROIX
• See reverse side for instructions for completing this application State Sanitary Permit Number
The information you provide may be used by other government agency programs Check if revision to previous application
(Privacy Law, s. 15.04 (1) (m)). State Plan I.D. Number
I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATI N boppw /876/5'
Property Owner Name Property Location
LARRY COSS NE U4 SE 1/4,S 31 T 28,N,R 17 MOB/
Property Owner's Mailing Address Lot Number Block Number
1579 E. COTINTY RD. M —'
City, State Zip Code Phone Number Subdivision Name or CSM Number
FALLS T7I 54022 ( )
11. TYPE OF BU ILDING: (check one) ❑ State Owned Nearest Road
13 Public 1 or 2 Family Dwelling- No. of bedrooms Town OFPLEASANT VALL Y COTJNTY M
III BUILDING USE ( building type is public, check all that apply) Parcel Tax Number(s) S/ . �., — cQ
1 [] Apartment /Condo 0 , 7
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Hame 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining
4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ft Other: specify 140$SEB RN
IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable)
A) 1. New 2. ❑ Replacement 3, ❑ Replacement of 4. ❑ Reconnection of 5, ❑ Repair of an
System System -_ Tank Only Existing System ......... ExlstingSystem
B) ® A Sanitary Permit was previously issued. Permit Number 315-o5'- I'� � / Date Issued ro%
V. TYPE OF SYSTEM: (Check only one)
Non- Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 KlMound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation
1030 860 860 1, 9 Feet 98 . C eet TANK Capacit
VII. INFORMATION in gallon Total # of Manufacturer's Name Prefab. Con- steel Fiber- plastic Exper.
New Gallons Tanks concrete structed glass App.
Tank
Septic Tank or Holding Tank 000 /000 1000 VF T S PR ❑ ❑ ❑ ❑ ❑
ppyy
Lift Pump Tank /Siphon Chamber Ad H
EX I ❑ I ❑ 1 ❑ 1 ❑ ❑
Vlll. RESPONSIBILITY STAtEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name: (Print) Plu e s Signature (No Stamps) MPs 1'No.: Business Phone Number:
PA.TJT r_ J. STEINER( 2.25451 1 (71.5) 42.5 --5544
Plumber's Address (Street, City, State, Zip Code):
N8230 945th STREET RIVER FALLS WI 54022
IX. COUNTY/ DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing eltt i atur (No Stamps)
�pproved E] Owner Given Initial Surcharge Fee)
Adverse Determination r� dV'�! Uf
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
C& iAt
Li
S D -6398 (RA IM) DISTRIBUTION: Original to County. One copy To: Safety 6 Buildings Division, Owner, plumber
- _.
V isconsin Safety and Buildings Division
SANITARY PERMIT APPLICATION �o �Was hington Ave.
Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7969
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 8 112 x 11 inches in size. st CYO/
• See reverse side for instructions for completing this application State Sanitary Permit Number
3. l
Fs(
The information y ou p rovide may be used b other g overnment agency programs k i v on to p rev i ou s a
Y P Y Y 9 9 y P 9 ❑ Chec f re vi si on p e ous PP Ica ion
[Privacy Law, s. 15.04 (1) (m)].
State Plan LD. Number
1. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION 7
Prop rty Owner Name Property Location
N ME 114 1/4, 5 T as r N, R 17 "Kor)g
Property Ow er's Mailing Address Lot Number Block Number
4 C
ltl I/ pet M
oct
City State Zip Code Phone Number Subdivision Name or CSM Number
P 1 1;10 e 2- c7i ' > y - �y c�i .--""'"'
11. TYPE OMILDING: (check one) ❑ State Owned pl Q" t Un lie , Nearest Road
Public 0 1 or 2 Family Dwelling - No. of bedrooms pq Town OF c da t
III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s)
Day /039- 7 b ;&Y -/O 3Y'
1 ❑ Apartment/ Condo io _ e - JO 39 - 7�
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining
4 ❑ Church/ School 8 ❑ Mobile Home Park 12 Q Service Station / Car Wash
5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 P1 Other: specify fi'crse Stir n
IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable)
A) 1. L1 New 2. Q Replacement 3. Q Replacement of 4 E] Reconnection of 5. Q Repair of an
System ________System ___________ -� Tank Only______________ Existing System ____ -___ Exlstln System
B) ❑ A Sanitary Permit was previously issued. - Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 Mound 30 Q Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
5 - Q Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) c7 Elevation
0� y�' 3 `/g 3 12 4 e 9 Feet n, A l Feet
Capacity
VII. TANK i Ca allons
n Total # of Prefab. Site Fiber- Exper.
INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App
New Existing structed
Tanks Tanks
Septic Tan GO / /d 1:1 11 El 1:1 11
X Pump Tank r 2 6 / pp / K ❑ ❑ ❑ 1 ❑ 1 ❑
VIII. RESPONSIBILITY STATEMENT
1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
P mber's Name: (Print) Plum W k • (It S amps) Business Phone Number:
aul C S P, ,2 23 6/ ��� .9/,Z_#- 36yy
Plum Address (Street, City, State, Zip Code):
is ki
IX. COUNTY/ DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue ISSUi9Qg Sig ture (No Stamps)
tJ / I
Approved Q Owner Given initial � � ( O na 7
Surcharge Fee)
Adverse Determination
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
i3 c�odo - ✓.g �ri7/ r�.e. �ie✓SC S� � ,c,rS
G - 9 V n e. 17 I�q$ C *'V 14 e- 1 G! I�' • S � Il?• k2 C-eIrri Alalza
vI°
58 t t/86) DISTRIBUTION: Original to County. One copy To: Safety 8 Buildings D". , Owner, Plumber
r
? f Safety and Buildings Division
15837 USH 63
Hayward Wl 54843 -8107
Visconsin Tommy G. Thompson, Governor
Philip Edw. Albert, Acting Secretary
Depa of Commerc
n 1 `•,
October 12, 1998 '
.- XTTN.• POWTS INSPECTOR
y �.r:c_,.J•. )HUDSON ONING OFFICE
PAUL C J STEINER CUST[) hlo. 22545Uuiv Y T CROIX COUNTY
65 E WOODRIDGE DR `� :'crr:tvc p° F icE ,- 101 CARMICHAEL RD
RIVER FALLS WI 54022 WI 54016
RE: CONDITIONAL APPROVAL
APPROVAL EXPIRES: 10 /1212000 Identification Numbers
Transaction ID No. 181615
SITE: ST CROIX COUNTY, TOWN OF PLEASANT VALLEY Site ID No. 8140
LARRY COSS APARTMENT & EQUESTRIAN ARENA Please refer to both identification numbers,
above, in all correspondence with the agency.
FOR: DESCRIPTION: MOUND REVISION
OBJECT TYPE: POWTS REGULATED OBJECT ID NO.: 20423
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:
• The #2 dosing tank is a combinatio 1 1000 gal. septic and 600 gal. dose tank.
• This review includes approval pure cant to Comm 83.03(3), Wis. Adm. Code for two structures to share a
common privaie sewage system. T sere is a one bedroom apartment in each structure.
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, installation,
operation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely,
DATE RECEIVED 10/09/1998
FEE REQUIRED $ 60.00
Leroy G. nsky, Wastewater Spe st FEE RECEIVED $ 75.00
Field Operations Bureau REFUND DUE $ 00.00
(715)726 -2544 Voice
(715)726 -2549 Fax
ljansky @commerce.state.wi.us
f
T , I
MOUND SYSTEM
FOR
LARRY COSS
1579 EAST CTY RD M
RIVER FALLS, WI 54022
Page of 9 ............. .......................Index
Page of 9 .................. ..................Calculations
Page of 9 ......... ...........................Plot Plan
P age 4 of 9 ............ ........................Lateral Layobt
Page 5 of 9 ......................... .........Cross Section
P age 5 of 9 ......... ...........................Plan View
Page 6 of 9 ......... ...........................Pump chamber # 1
Page 7 of 9 ......... ...........................Pump Curve # 1
Page 8 of 9 ......... ...........................Pump Chamber # 2
Page of 9 ......... ...........................Pump Curver # 2
Locator in the NE 1/4 of the SE 1/4, Sec. 31, T 28N, R17W,
Town of Pleasant Valley, Wisconsin.
P.O.W.T.S.
Prepared by Paul C.J. Steiner Conditionally
Steiner Plumbing and. Electric, Inc, DEPAR MENTOFCOMMERCE
DIVISION WETY AND BUILDI 9
N8230 945TH Street
River Falls, WI 54(122- 0 POND E
M �
aster Plumber: ( ZJ #6780
Date: 18 16 1 5
I,
CALCULATIONS
Step 1: Absorption area: 1_ auto x x 1 = 300
30 people assembly hall x 2 = 60
5 floor ernins x 50 = 250
6 emnl..ovees x 20 = 120
150 gpO /bedroom x 2 = 300
Total 1030 Qpd
Table 4: 030 + I al g square feet, required.
Use gam( , f t X /00 ft bed
Use trenches, ft wide X ft long
/_ laterals, each y? ft long, a manifold,
spacing between laterals.
STEP 2: Table 5: diameter laterals, IN diameter holes at
6 0 " spacing between holes.
STEP 3: Table 6: /0 holes /lateral, /!2 gpm discharge rate per
lateral. /aQ.A gpm X Ll = ye•_ff gpm total discharge.
STEP 4: Table 7: a diam. manifold, inlet at• &rrfer - of y,
foot long manifold.
STEP 5: Design dose volume is /5 gal /dose at a rate of y rimes
per day. Min. dose volume must be at least 10 X distribution
pipe volume.
Table 10: 1•6 diam. pipe = 'd�Oq gal /ft X 179 = // -0 X 10= / /O gal.
STEP 6: Table -8: Dosing rate gPm-
STEP 7: Table 9: Friction loss in a diam. force main, 02 �/ long;
y8 gpm= Z.a7 in 100 feet. s
ELEVATION DIFFERENCE 0
FRICTION LOSS '8'(0 a• 5-0
HEAD
10, 8 6 TDH
page 0 fq
e �
For, Levey Coss
ti
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19� '
I MSTING OR►ve
yyx 1100
e�
_JVEW_ .DR1UG.
O�Ty P. () 4
Page - 7 Of
Distribution Pipe Detail For A Four Lateral Network
Alternate Position Of
End Cap
Force Main
% P
i
PVC Force Main
PVC Distribution Pipe
P
Holes Equally Spaced
PVC Manifold Pipe On Bottom
�- X
S X
X
X 2
Last Hole Should Be Next To End Cap
P q8 Ft.
S y b Ft.
X fob Inches
Y 496 Inches
Hole Diameter Inch
Lateral Diameter 1 Inch(es)
"— Manifold Diameter �.. Inches
Force Main Diameter Inches
/ Holes Per Pipe
Invert Elevation Of Laterals
Page Cf
. Straw, Marsh Hay, Or
Synthetic Covering
ASTM C33 Distribution Pipe
Medium Sand
H �G
6 Topsoil F SYS. ELEV.
--I E ;t p
3 '
b
% Slope
Bed Of Z 2 % (Force Main Plowed
Aggregate Layer
(6 Below Pipe) D /,0 Ft.
Cross Section Of A Mound System Using
E /,Y-3 Ft.
A Bed For The Absorption Area
F Ft.
G / Ft.
A $. (, Ft. H /,$ Ft.
B 100 Ft.
K I d't Ft.
L Ft.
J Ft.
I aZ
O Ft.
W Ft.
L
Observation Pipe
A I---------------------
-- - -- - - --- - - - -- -� - -- - - - -- - - -- ��
I 1 Force Main
W° —=-- - --- -- ---- - --- --
Distribution Bed Of Z 2 2r
Pipe Aggregate
. l
Observation Pipe Permanent Markers
i
Plan View Of Mound Using A Bed For The Absorption Area
i
h ` J
PUMP CIIAhII1h:R CROSS SECTION AND SPECIFICATIONS
Vent Cap
Neathar Proof Approved Locking
Junction Box Manhole Cover
4 C.I.- --- 12" Min '
Vent Pipe ;
Final 4" Min
Grade
►
18" M i n
Conduit
18" tfin -- �, - - ----- - - - - -
Approved
Inlet i ;+� Joints w/
C. I. l' 1 p e
Approve Extending
d �
Onto
Joint W/ 1 � '�; Solid
C.I. Pipe A
Extending I ';; Ground
'3' Onto
Solid Alarm
' ';b —
'Ground + B _
+� On
- -� ► C
Pump tl Off
Concrete Block p
I
SPECTFICATIONS
TANK PUMP
Manufacturer: E?I e Manufacturer: /� r6
( Tank Ha r e r i it 1 Concr e_ Model Number Jyl 7 .0
(Tank Siza: Callons Switch' Typo
Total Dynamic 11cad: 14_ (Q Ft.
CAPACITIES lump Dinchargu Ratc: GPM
Total Daily Effluent: U D ._.Gallons
I A - 33 .;.P , or 10 „30 Gallons Number of Doucs : Per Day
!1 " or ,L Gallons Dose Volume:' 5(,o Gallons
or _ n2 G 3 ^ � � Gallons llotes : 1. See pump curve for
jD or ayQ Gallons additional performance
jTotal 'Tank information.
jCapacity Required Gnllona 2. Pump and alarm are to be
inatn'lled on ueparace! circull
ALARM au lie ILUR 16. 19 NAC.
I ,Hnnuf ncturer: Leval orty)
Hadel Number:
f.witch Type.
page 6 of 17
r
l q
0 .
ME40 PERFORMANCE
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
i
40 12
35
10
30 V
w 8
Z 25 �
W 20 6 []
Z
� Z
15 Q
� 4 O
10 F..
2
5
0 11 0'
0 10 20 30 40 bO 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
23833A275
r
p� PUHP CIIAINF.R CROSS SF.CTI011 AND SPECIFICATIONS
I
III Vent Cap
NeatliCr Proof Approved Cover
T Junction Box Manhole Cover
4 C.I. - --- 12" Min
Vent Pipe ;
Final 4" Min
Grndc
18" Min
Conduit
18" Min - �, - - - - - - - - ---
Approved
Inlet Joints w/
C.I. Pipe
I�Pp ' "' Extending;
roved 1 ';' 1
� Onto
p Solid
/ �
IntPlpe ��;
tend i n g 1 �' Ground
' Onto 1 �;
plid i ���Alarm --
round i �� On --
� 1
C
Pump O Off --
Concrete Block p
SPECTFICATIONS
TANK PUFiP
anufacturer: e er Manufacturer: M u.er.s_
ank Material:_ Loner e-- Model 14 uln13ur: NIA HD
ank Size: Gallons Switch• Typa :
To Cal Dynamic (lead: 4 Ft:.
o
CAPACITIES Pump Dinchnrg;e Rate: 3 0 GPM
Total Daily Effluent Gallons
'! or f �Sl) Callons 14umher of Doues �, Per Day
or c2 - :1 6 `I Cal tons 1)05a Volume:' 5 0 Gallons
or _ 46 Calions Notes: 1. See pump curve for
31" or 3 74,.S'H Cnllons additional performance
'otal Tank informntion.
apacity Required Gnllono 2. Pump and alarm are to be
inatalled on ueparat circuit
ALARH au leer II.IIR 16. 17 NAC.
�,ru��i;rrw� �
Innuf ncturr.r Leya.( Oral J�bfe 9 , 3�)�� +�� /�° 'k //-10 ` = 3 `�®
lodel ?:umber: 0 3
w itch Type. : T F._.l_ - /� � .' Head 4 7
y,x
page 19 Of
r '
ME40 PERFORMANCE
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40 12
35
10
30 N
cc
tL
� 8
2 25 �
2
• w
D
20 6 O
T �
yr T
F 15 4
H
O O
10 ~
2
5
0
0 0 10 20 40 50 60 70 80 90 100
CAP CITY GALLONS PER MINUTE
23833A275
Safety and Buildings Division
15837 USH 63
Hayward WI 54843 -8107
,scons n Tommy G. Thompson, Governor
Philip Edw. Albert, Acting Secretary
Department of Commerce
October 12, 1998
ATTN: POWTS INSPECTOR
ZONING OFFICE
PAUL C J STEINER CUST ID No. 225451 ST CROIX COUNTY
65 E WOODRIDGE DR 1101 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
RE: CONDITIONAL APPROVAL
APPROVAL EXPIRES: 10/12/2000 Identification Numbers
Transaction ID No. 181615
SI'Z'E: ST CROIX COUNTY, 'I'OVJN OF PLEASANT VALLEY Site ID No. 8140
LARRY COSS APARTMENT & EQUESTRIAN ARENA Please refer to both identification numbers,
above, in all correspondence with the agency.
FOR: DESCRIPTION: MOUND REVISION
OBJECT TYPE: POWTS REGULATED OBJECT ID NO.: 20423
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:
• The #2 dosing tank is a combination 1000 gal. septic and 600 gal. dose tank.
• This review includes approval pursuant to Comm 83.03(3), Wis. Adm. Code for two structures to share a
common private sewage system. There is a one bedroom apartment in each structure.
i
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 statw or the local municipality shall be obtained prior to commencement of construction, installation,
operation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, 1f 8 f
j r DATE RECEIVED 10/09/1998
E REQUIRED $ 60.00
Leroy G. nsky, Wastewater Spe st E RECEIVED $ 75.00
Field Operations Bureau �;; , ` ,� ; $ REFUND DUE $ 00.00
(715)726 -2544 Voice
( 715)726-2549 l 98
715 726 -2549 Fah
, �Viy N Pit
G n,.
ljansky @commerce.state.wi.us %� OLF`
1�
r
• Safety and 8uiidings DMslon
15837 USH 63
Hayward WI 54843
8*isconsin Tommy G. Thompson, Governor
Department of Commerce William J. McCoshen, Secretary
May 22, 1998
PAUL C J STEINER CUST ID No. 225451
N8230 945 ST
RIVER FALLS WI 54022
RE: CONDITIONAL APPROVAL
APPROVAL EXPIRES: 05122/2000
TRANSACTION ID NO. 80771
SITE: SITE ID: 8140
ST CROIX COUNTY, TOWN OF PLEASANT VALLEY
LARRY CROSS
FOR: Description: NEW MOUND
Object Type: POWTS Regulated Object ID No.: 20423
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:
• This system design does not include approval for a clothes washer connection to the sanitary system.
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 /installation/operation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the
address on this letterhead. When making an inquiry or submitting additional information, please refer to
Transaction ID No.. 80771.
Sincerely,
A DATE RECEIVED 05/20/1998
L FEE REQUIRED $ 190.00
Leroy G. , Wastewater S alist FEE RECEIVED $ 190.00
Field Operations Bureau BALANCE DUE $ 0.00
(715)726 -2544 Voice
(715)726 -2549 Fax
ljansky @commerce.state.wi.us
MOUND SYSTEM
FOR
� Ur^ • c
/.5 72 za ekt kr )Qd t.1
11.1 R om ,a 11.5; I I S ?d
INDEX
Page 1 of 7 . ..........................Index
Page 2 of 7....... ' P �'W.T:S:
.........Calculations
.O :
Page 3- of 7 ...... C Plot Plan
Page 4 of 7.... AP.- P. . .... Lateral, Layout
DEPARTMENT OF COMMERCE
Page 5 of 7... DWI "ti 0N0ESAFETYAN061kU1LDINGS ....Cross Section
Page 5 of 7. �� �`� Plan View
S E RRESP ,_ tI dl
Page 6 of 7 ......................( ...Pump Chamber
i
Page7 of 7 ...........................Pump Curve
I
r
Located in the A, a of the 66 4, Sec. L ,
T��N, R�_W, Town of P�ecz,j " — ,� �• Co. ,
I
Wisconsin. 0 '� x
Prepared by Paul C.J. Steiner
Steiner Plumbing and Electric, Inc.
N8230 945th Street
River Falls, Wisconsin 54022
I
Master Plumber: qjt� '#6780
Date
' CALCULATIONS
STEP 1: Absorption area: 30 People Assembly Hall X 2 = 60
5 Floor Drains X 50 = 250
6 Employees X 20 = 120
•`150 gpd /bedroom X 1 = 150 gpd
Total 580 gpd
Table 4: 580 + 1.2 = 483 square feet required.
Use 6 ft X 90 ft bed
Use trenches, ft wide X ft long
4 laterals, each 43 ft long, 2 manifold, 3'
spacing between laterals.
STEP 2: Table 5: 1.5 "'diameter laterals, 1/41 diameter holes at
60 " spacing between holes.
STEP 3: Table 6: 9 holes /lateral, 11 gpm discharge rate per
lateral. 11 gpm x 4 = 44 gpm total discharge.
STEP 4: Table 7: 2 " diam. manifold, inlet at center 3'
foot long manifold.
STEP 5: Design dose volume is 3 gal /dose at a rate of 4_ times
per day. Min. dose volume 7mst be at least 10 X distribution
pipe volume.
Table 10: 1.5 diam. pipe= .064 gal /ft X 172 = 11.O 10= 110 ga1.
STEP 6: Table 8: Dosing rate = 44 gpm.
r
STEP 7: Table 9: Friction loss in 2 diam. force main, 25' long;
44 gpm= 3.27 in 100 feet.
ELEVATION DIFFERENCE 7.0
FRICTION LOSS .82
HEAD 2.50
10.32 TDH
page of 7
30 7
F'or ; Lovey Coss
CL
I
I
8
I G
1
t
I
1 9�
u c
i I EX15TING MWC �t
i ► yy aolo
i
Page :/ Of-
Distribution Pipe DC'tail For A Four Lateral NetHork
Alternate Position Of End Cap
Force Main
PVC Force Maln
PVC Distribution Pipe
P
',,,Holes Equally Spaced
PVC Manifold Pipe On Bottom
x
\` x
x i
~, Last Hole Should Be Next To End Cap
P 1 13 Ft.
S 3 Ft.
X - 60 inches
Y & & Inches
Hole Diameter / Inch
Lateral Diameter Inch(cs)
Manifold Diameter o2 Inches
Force Main Diameter� Inches
I Holes Per Pipe
Invert Elevation Of Latcrais 9 ft.
i
Page 5 of -
Straw, Marsh Hay, Or
Synthetic Covering
ASTM C33 Distribution Pipe
Medium Sand
6 Topsoil = -_____ - -__ F SYS. ELEV.
_J E D
b
% Slope /
Bed Of 2 — 2 %2
Force Main Plowed �P
Aggregate Layer
(6 Below Pipe) D I.O. Ft.
/_�
Cross Section Of A Mound System Using E Ft. �_ Ft.
.
A Bed For The Absorption Area F F Ft.
A Ft. H /. Ft.
B 9b Ft.
K Ft.
L Ft.
$ Ft.
I oZfl Ft.
W 3Y _ Ft.
Observation Pipe ---,,,,
r— o' .
I Force Main
M ' M
Distribution Bed Of z — 2 �2
Pipe Aggregate
Observation Pipe Permanent Markers
Plan View Of Mound Using A Bed For The Absorption Area
PUMP CHAIIIIER CROSS SECTION AND SPF.CIFIC.ATIONS
Vent Cap
Weather Proof ( Approved locking
Junction Box Manhole Cover
,
12" Min '
Vent Pipe ;
Final 4 Min
Crade '
' 18" Min
Conduit
18" 11in -- �, - - - - - -- - --
Approved
Inlet Joints w/
C.I. Pipe
Approved
Extending
I ,; 3' Onto
Joint w/ Solid
C.I. Pipe �
Extending I ' �; A Ground
3' Onto I �'
Solid i ��$ . __
Ground D
- -� i C
Pump Off _
Concrete Block p
S PEC TF ICATI OHS
TANK PUMP
r
Manufacturer: — Manufacturer: : -{e ,r-5
Tank Material :�`�C_C'C�t: - Motel 14 umt,4.- r: A
Tank Size: Gallons Switch Typo F/orn - t"
Total Dynamic fie ad: /d,
CAPACITIES Pump Di:icharga Rate: GPM
Total Daily Effluent: -5 Gallons
A - X73 " or Z/3 Callons Number of Doaes : y Per Day
B or S"C? Callons Dose Volume:' Gallons
or _ 1�G �� Ca llons Notes : 1 . See pump curve for �
D or 7a Cr►llons additional performance
Total Tank information.
Capacity Required [o7*7'1 Cnllona 2. Pump and alnrm are to be
inatnlled on aeparace! circuli
ALAItM au lie r ILUR 16. 19 WAC .
1lnntif ncturer: ,CPVeI
tlodel Number: c)
Swit Type. : F/ - f -
page �o of
r
P ay 7of 7
ME40 PERFORMANCE
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40 12
35
10
30 N
Ir
w 8
Z 25
Z
O e0
W 20 6 Lit
Z _
15 4 H J
° O
10
2
5
0 0
0 10 20 30 40 50 80 70 80 90 100
CAPACITY GALLONS PER MINUTE
23833A275
r
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Pag 1 of 5
Labor and Human Relations g —
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 1 in size. Plan must include, but
not limited to vertical and horizontal reference point ) Or c io�ns� °° of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and dist ep �o es Irk / -1039
I RE IE B DATE, .LG
APPLICANT INFORMATION - PLEASE P �P'ALL1{FtMATIQt�
I .. 7
PROPERTY OWNER: rR9 PERTY LOCATION
Larry Coss j' �*'�''� z �&O . LOT NE 1/4 SE 1/4,S31 T 28 .N,R17 MOO
PROPERTY OWNERS MAILING ADDRESS � s r � LO # BLOCK # SUBD. NAME OR CSM #
1579 E. County Trunk M co` q0 �k _ - --
TY STATE P DE PPI (� CITY ❑VILLAGE]fOWN NEAREST ROAD
ifrer Falls, WI 542 'c /J Ple asant Valle Count M
[x] New Construction Use [ ] Residential I Num [ j Addition to existing building
L ] Replacement [x ] Public or commercial describe Horse Barn `
Code derived daily flow 1?0 gpd Recommended design loading rate • 5 bed, gpd/ft • 6 trench, gpd/ft
Absorption area required bed, ft2 trench, f1 Maximum design loading rate . 5 bed, gpd /ft • 6 trench, gpd/ft
Recommended infiltration surface elevation(s) qG . q ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Hood plain elevation, if applicable ft
r S 7=Unsuitable uitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK
fors stem ❑ S ®U ®S ❑ U ❑ S ®U ❑ S ® U 0S ®U 0S MU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trerch
- 2msbk mvfr as
2f 5 .6
cuw 9 -18 10YR 5/4 none sil 2csbk mfr as 1vf .5 .6
Ground 8 -29 10YR 5/4 f1D�.10 6/1 sicl lfsbk mfr gs 1vf NP NP
elev. 9 -49 10YR 5/6 1.111 4/6
9.3;1 ft. c1D 10YR 6/1 cl lfsbk mfi - - NP NP
Depth to I
limiting
factor I
18"
i
r'
Remarks:
Boring # I
1 0 -11 10YR 4/3 none sil 2msbk mvfr as 2f 1 .5 .6
?. 1 -26 10YR 5/4 none sil 2csbk mfr as 1vf .5 1 .6
`•
3 6 -34 10YR 5/6 f1D 7/1 sicl lfsbk mfr gs lvf NP NP
Ground 2 5YR 5 8
1 10.3$1 4 4 -45 10YR 5/6 C1D�10YR 7/1 cl msbk mfi - - NP NP
Depth to
limiting
factor
2 17 1 r
Remarks:
CST �. 6t ner Pfwne. 715 -425 -5544
RA3530 945th St. River Falls WI 54022
Signature: � � Date: CS Numbe
S
PROPERTVOWNER T., Coss SOIL UESCHIPTIOW Fii,:PURT Page __2__olA
PARCEL I.D. # 024- 1039 -70
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourclary Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
1 0 -12 10YR 4/2 none sil 2msbk mvfr as 2f .5 .6
2 12 -27 10YR 5/4 none"
one sil 2csbk mfr as lvf .5 .6
Ground 3 7 -36 lOYR 5/8 f1D 10YR 7/1 sicl lfsbk mfr gs 1vf NP NP
O. v s , c. 4 6 -4 10YR 5/8 21D 10YR 7/1 cl lmsbk mfi - - '
Depth to
limiting
Remarks:
Boring #
s:rEixss 1 0 -11 10YR 4/2 none sil 2msbk mvfr as 2f .5 .
4 2 11 -24 10YR 5/3 none sil 2csbk mfr as lvf .5 .6
3 24 -37 lOYP, 5/6 f1D1 / sicl 1 f sbk mfr gs 1vf NP NP
Ground
elev. 4 37 -46 10YR 5/6 21n 0 7 cl lmsbk mfi - - NP NP
9
Depth to
limiting
factor
L"
2E F-T
Remarks:
Boring #
1 0 -10 lOYR 4/2 none sil 2m sbk m vfr as 2f .5 .6
5 2 10 -25 10YR 5/3 none sil 2c sbk mfr as 1vf .5 .6
3 25 - 10YR 5/4 f1D10YR 7/1 sicl if sbk mfr s 1vf NP` NP
Ground
4 32 -45 10YR 5/8 1D10YR 7/1 cl 1 m sbk mfi
Depth to
limiting
2 - 5
Remarks:
Boring #
1 0 -10 10YR 4/2 none sil 2 msbk mvfr as 2f .5 .6
:6 2 10 -16 10YR 5/4 none sil 2csbk mfr as 1vf .5 .6
3 16 -29 10YR 5/6 f1D 10YR / 1 sicl 1 fsbk mfr gs 1vf NP ` NP
Ground
elev. 4 29 -44 10YR 5/8 21D 10YR 7/1 cl 1 msbk mfi - - NP ` NP
9 2.90 ft.
Depth to
limiting
tac�o�„
Remarks:
SBD- 8330(8.05/92)
I
. Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 3 of 5
Labor and Human Relations —
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
� COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or "542-
dimensioned, north arrow, and location and distance to nearest road.
.
APPLICANT INFORMATION— PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Tarry Coss GOVT. LOT NE 1/4 SE 1/4 31 T 28 ,N 17 ETM W
Pq?fgT'tOWNRR':u M INS A LOT # BLOCK # SUBD_NAME OR CSM #
AT LY k
CITY, ST E l�AO ZIP CODE PHONE NUMBER []CITY []VILLAGE (MTOWN NEAREST ROAD
River Falls, WI 54022 (715) 425 -5505 pleasant Valley I Count
( New Construction Use ( ] Residential / Number of bedrooms ] I Addition to existing building
(] Replacement I x] Public or commercial desaibe Horse Barn
Code derived daily flow gpd Recommended design loading rate • 5 bed, gpd/ft2 •6 trench, gpd/ft
Absorption area required bed, ft trench, ft Maximum design loading rate • 5 bed, gpd /ft • trench, gpd/ft
Reoommended infiltration surface elevation(s) It (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
F U = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT•GRADE SYSTEM IN FILL HOLDING TANK
=Unsuitable for system ❑ S ®U ®S O u [Is ®U ❑ S ®U ❑ S ®U 0 S ® U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tier
0 -9" 10YR 4/2 none sil 2 msbk mvfr as 2f .5 .6
x
v: 7
x
?r= 2 9 -14" 10YR 5/3 none sil 1 csbk mfr as 1vf .4 .5 Z 518 1
Ground 3 14 -22 " 10YR 5/6 C 7/1 sicl 1f sbk mfr gs 1vf ATP NP
gr'6 ft . 4 22-48 10YR 5/8 C11) 6 7 cl 1 m sbk mfi - - ATP ATP
Depth to j
limiting
factor I
14
r !
Remarks:
Boring #
1 0 -10 10YR 4/2 none sil 2msbk mvfr as 2f .5 .6
S M. 2 10 -18 10YR 5/4 none sil 2csbk mfr as lvf .5 €.6
3
18 -26 10YR 5/8 f1D10YR 7/1 sicl 1 fsbk mfr, gs of ATP NP
Ground
4 26 -47 10YR 5/6 C1D YR 1 7 cl 1 msbk mfi - - NP ` NP
Depth to
limiting
Remarks:
CST Name. =Please Print Phone:
Address:
Signature: Date: CST Number:
PROPERTY OWNER f-• Coss SOIL DESCRIPTION REPORT Page 4 of
PARCEL I.D.# 024 - 1039 -70 '
Boring # Horizon Depth Dominant Color Motfies Texture Structure Consistence Borrlary Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tmrch
z 2f .5 .6
h1 9 1 1 0 -9 sil 2msbk f r as
2 9 -11 10YR 5/4 none sil 1 csbk mfr as of .!� •5
Ground 3 11 -27 10YR 5/4 f 1 0 7� 8 sicl 1 f sbk mfr gs 1vf NP NP
elev. 2
9 4 27 -42 10YR 5/6 1D 10YR 7 y � /i /' cl 1m sbk mfi - - ice'
Depth to
limiting
11 •
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
.
+?
Ground
elev. i .
t.
t
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
r -
Wdscoesin Department ofIndustry, SOIL AND SITE EVALUATION REPORT Page 1 of 5
Labor and Human Relations
Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distagSA4e st road. 024-1039-70
APPLICANT INFORMATION - PLEASE ,IL` flSl�'p TION IEWED Y DATE
PROPERTY OWNER: PROPERTY LOCATION
Lar r Coss ` ` ✓ �/ `� 'y GOVT. LOT N E 1/4 S E 1r4 31 T 2 8 ,N.R 17 �§) W
PROPERTY OWNER':S MAILING ADDRE / , LOT # BLOCK # I SUBD. NAME OR CSM #
1579 E. County Trun -hI - - - --
TY STATE QE P (]CITY (]VILLAGE EJOWN NEAREST ROAD
iVer Falls, WI 546 co x Pleasant Valley County M
( New Construction Use ( Resi i _ iial,t ber of be{ tZ§1 [ j Addition to existing building
j J Replacement [x J Public or " tlif dr il = -Ho rse Barn
Code derived daily flow 58t9 gpd Recommended design loading rate • 5 bed, gpd/ft - 6 trench, gpd/ft
Absorption area required bed, ft trench, ft Maximum design loading rate • 5 bed, gpd /ft • 6 trench, gpd/ft
Recommended infiltration surface elevation(s) C A I `� It (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem O S ® U ®S ❑ U El S ® U ❑ S ®U ❑ S E ❑ S EI U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ranch
{ 'l 2 sbk mvfr as 2f .5 .6
i.4 c s 9 -18 10YR 5/4 none sil 2csbk mfr as 1vf .5 .6
Ground 8 -29 10YR 5/4 f1D 10 6/1 sicl 1fsbk mfr R s 1vf NP NP
elev. 9 -49 10YR 5/5
9 - 9 ft. c1D 10YR 6/1 cl lmsbk mfi - - NP NP
Depth to
limiting
factor i
18
r
Remarks:
Boring #
1 0 -11 10YR 4/3 none sil 2msbk mvfr as 2f .5 .6
w�' 2 2 11 -26 10YR 5/4 none sil 2csbk mfr as 1vf .5 ':.6
3 6 -34 10YR 5/6 f1D 7/1 sicl lfsbk mfr gs lvf PIP '': NP
Ground 2 5YR 5 8 =
t_ 4 4 -45 10YR '5/6- C1D 7/1 cl msbk mfi - - NP NP`
Depth to
limiting
factor
2 6 11
Remarks:
cs� ur: �leas�tezner Phone' 715 -425 -5544
RA530 94 th St. River Falls WI 54022
Signature: fire Date: �/ i8 � CST Number:
PROPERTY OWNER L. Coss SOIL DESCHIP I IOiv r«P(7f r Page - .2 — ok ;_
PARCEL I.D. # 024 - 1039 -70
Boring # Horizon
Depth Dominant Color Mottles TBxture Structure Consistence Bourxi3ry Roots GPD /ft
in. Munsell Qu. Sz. Ce* Color = ;m k Eft: Sz, Sh. Bed Trench
Y 1 0 -12 10YR 4/2 none sil 12msbk mvfr as 2f .5 .6
3 ..
2 12 -27 10YR 5/4 none sil 2csbk mfr as 1 f
Ground 3 k 7-36 10YR 5/8 f1D 10YR 7/1 sicl lfsbk mfr gs lvf NP NP
2.5 YK 9 4 6 -48 1 _ _
fit. 10YR 5/8 21D 10YR 7/1 cl lmsbk mfi i NP
Depth to
limiting
f�94.
Remarks:
Boring #
1 1 0-11 10YR 4/2 none sil 2msbk mvfr as 2f .5 .6
2 11 -24 10YR 5/3 none sil 2csbk mfr as 1vf .5 .6
3 24 -37 10YR 5/6 M1 n/ 1 f sbk mfr gs lvf NP NP
Ground
elev. 4 37 -46 10YR 5/6 21n 0 7 cl lmsbk mfi - - NP NP
9
Depth to
limiting
factor
24
Remarks:
Boring # 1 0 -10 10YR 4/2 none sil 2m sbk m vfr as 2f .5 .6
r. «,�.::.:.:
U 2 10 -25 10YR 5/3 none sil 2c sbk mfr • as 1vf .5 .6
3 25 -32 10YR 5/4 f1D10YR 7/1 sicl if sbk mfr s 1vf NP= NP
Ground DYK D16
0! 4 32 -45 10YR 5/8 1D10YR 7/1 cl 1 m sbk mfi - - NP NP
Depth to
limiting
Remarks:
Boring # 1 0 -10 10YR 4/2 none sil 2 msbk mvfr as 2f .5 .6
"6 2 10 -16 10YR 5/4 none sil 2csbk mfr as 1vf .5 .6
.,.,..A'
µs "
f1D 1 fsbk mfr s lvf NP ' NP
3 16 -29 10YR 5/6 10YR 11 sicl g
Ground
elev. 4 29 -44 10YR 5/8 21D 10YR 7/1 cl 1 msbk mfi - - NP NP
9 2.90 ft.
Depth to
limiting
facpg,,
Remarks:
SBD- 8330(R.05/92)
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page of 5
Labor and Human Relations —
Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St: Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PAR N
2 1039 - 70
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION- PLEASE PRINT ALL'INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
TLarry Coss GOVT. L0T NE IM SE t/a,s 31 T 28 , N R 17 jjTq W
Pq?RI OWNF,,P•:u MAI II�� A LOT # BLOCK # SUBD_NAME OR CSM #
JJ� /yy E c;o 1r . M —
CITY, STATE IP CODE P NU , ER ❑CITY F]VILLAGE [ROWN NEAREST ROAD
River Falls, WI 5402 1715)42i -5505 pleasant Valley County M
New Construction Use (J Residential / Number of bedrooms [ ] Addition to existing building
j ] Replacement [ x] Rublic or commercial describe Horse Barn
Code derived daily flow gpd Recommended design loading rate • 5 bed, gpd/ft •6 trench, gpd/ft
Absorption area required bed, ft trench, ft Maximum design loading rate • 5 bed, gpd /ft2 . 6 trench, gpd/I11
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
F U = Suitable for system CONVENTIONAL MOUND IN•GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
- Unsuitable fors stem [I EI U [23S OIL! 0S EI U 0S ®u O S ® U 0S 2 U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed rench
.fK 1 0 -9" 10YR 4/2 none sil 2 msbk mvfr as 2f .5 ..6
>:M 7 \<
2 9 -14" 10YR 5/3 none sil 1 csbtc mfr as 1vf .4 .5
Ground 3 14 -22' 10YR 5/6 C 7/1 sicl 1f sbk mfr 2 s 1vf NP NP
O 6 ft. 4 22-48 10YR 5/8 C11) 0 7 cl 1 m sbk mf i - - NP NP
Depth to
limiting
factor
t4 l'
r
Remarks:
Boring #
1 0 -10 10YR 4/2 none sil 2msbk mvfr as 2f .5 .6
\'S
'<{ 8 <> 2 10 -18 10YR 5/4 none sil 2csbic mfr as lvf .5 1.6
aiI'srA 3
18 -26 10YR 5/8 f1D10YR /1 sicl 1 fsbk mfr gs Lvf NP NP
Ground YR 7 Cl 1 msbk mf i NP NP - - '
ni 4 26 -47 10YR 5/6 C1D 1
Depth to
limiting
Remarks:
CST Name:—Please Print Phone:
Address:
Signature: Date: CST Number:
PROPERTYUWNER J-• Coss SOIL DESCRIPTION RLPORT Page 4 o(`
PARCELI.D. 024 1039 -
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ITirench
1 0 -9 10YR 411 mo sil 2msbk Myfr as 2f .5 .5
<<x 2 9 -11 10YR 5/4 none' sil
• •••••••• 1 csbk mfr as of .4 , 5
Ground 3 11 -27 10YR 5/4 f 1 AR7� 8 sicl 1 f sbk mfr -gs 1vf NP NP
elev. 1
0YR 7/8
9 , 45 ft. 4 27 -42 10YR 5/6 1>) / cl 1m sbk mf i - - NP NP
Depth to
limiting
11�� •
Remarks:
Boring #
:wfi:x.
Ground
elev.
ft.
Depth to
limiting
factor
I
Remarks:
Boring #
SCi .. +lL
yi HC
Ground
elev.
ft. •
Depth to
limiting
factor
Remarks: w
Boring #
Ina
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(R.05/92)
• w ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buycr ( l
Mailing Address Af 7 Coal c/
a. o
Property Address
(Verification required from Piaoaing Dgwtmmt for acw coastructioa) A1Q
02 , � -IeJ9 - 7a -coo
City/State _ R. �P ` /1J ( / 1"Y6 L L Parcel Identification Number o z j. - 90 - o,:oo
C7 z, y- /G39 -SO - o00
XLEGALMCMITON j9 -9s o00
Property Location 1lZZ- y., __C6' %<. Sec. .3 / . T -R 7 W, Town of 4 t,,,
Subdivision -- Lot #-
Certified SmTey Map # Volume . Page #
f Warranty Deed 9 ? 4 1 mo Volume . Page #
Spec house ❑ yes no Lot fines identi5,able ® yes ❑. no
CYST I: MANCE
Im Fvw uzaa dmddemmofyomsepticsyu=coatcmkrmLits p tohandlevrasGcs.PmPaz 6caamoe
ooasists of pcmtpiag oat glo septic tank cvay time years or sooncr. if we&d by a Yic=,od What ymt pat.iato &e
Can. a bct$c r=caoa of &C scpbuc taak -a s is the vraste l sysGcm,
TU PL Y owner a8rocs to sabmit to st Cnoac Toning Dcpattmcd iL .certification form. signed by the Ann= and by a
P ] Plu=bc4testdctodplumbmoriffc= odpampervcr& iingthat( I)&,onaitc�rastawatcrdsspc�alsysGcm
is is P oP g condition and/or (Z) aifcc inspection and paucpiog Clf necessary), septictwkis icss dian in Full of dudge.
. U*r &c mdcmgaedbame - toad &c sboyc tnV cm=ft and s m araiatria &O pci%a sewage disposal sy,f= wigs the stattidaids
od for&. iaxckts set by d= Dgawim t of Oommerve and dlrc Dcpzrwmd of Ratted Rcsoarocs. State of Wtsoo=n, QadScatica
M 6 29 11,1 1 Your sq)fie sYdent has been maintained asst be eompldodand zctumcd to the St. Qoix.Couaty Zoning Office within 30
days-of the throe year expiration date.
SIGN& OF APPLICANT
DATE
OWNER• t=ERT CA.TTON
I ( ere) certify that all statements on this form am tnu to &c best of my (oar) knowledge. I (we ant (arc) the owner(s) of
the PAY des n'W above. by virtw of a warranty deed rocor&d in pc&ter of Deeds Office.
SI �OF ��PUC�A� A TE
« « ««««
L�� S_ DA A ny ino�oathat is IaiS jnn
""1i - cep�tod Y Irsalt is tier saaibuY Pcmtit being Itwokcd by the Zoning Depactmea R«E«0« t.
«« Indude w1QL this application: a tftmpcd warranty deod from the Register of Dodds office
a copy of the c edifod survey map if ref=nec is made is the wamaty dood
t-[� STATE BAR OF WISCONSIN FOR%4 2 - D482
5 ry 41GG WARRANTY DEED
DOCUMENT NO. 10 L 1 * 3 01 PACE ' 4 g
La wrence A. McVicker a nd L inda - H. M_c_Vicker, as -"'R'S
wife and in h * own right. — REGI ' OF wt
FICE
ST. CROtx Co.,
R&O'd for Raoord
conveys and warrants to Lawrence M. Cos and Virginia C ��s, MAR 0 2 1998
hu ^band_anJ wife, as survivor marital property, 3:00 p M
THIS SPACE RESERVED FOR RECORDING DATA
the following described real estate in St. Cr oix NAME AND RETURN ADDRESS
State of Wisconsin: C""I"y, Premier Escrow and Title, Inc.
706 19th St. So.
Hudson WI 54016
SE 1/4,
Sec. 31- T28N -R17W. q 39 _ppp p �p�,
52 4 -1539- 90-()00; 024 -1 539- 95-000
PARCEL IDENTIF,CATION NUMt3ER
TRAirtS TR
FEE
s
T
This is homestead property.
Exception to warranties: Existing highways, easements and rights -of -way of record.
I
Dated this _ day of February 98
19_____ — .
(SEAL) - - ci
(SEAL)!
iawrence Vicl r
(SEAL) _� i. ,t , !' L � �e ':.X•' A
Liter H. � .('fiEAL) ;~a
McVicker,$ A ,•� ��
. :
AUTHENTICATION ACKNOWLED�ME14T
� x
Signature(s) Same of Wisconsin,
'
cousin •• �.`�
rc
authenticated this CO` •
day of 19 Pk-' I y came before me this day of t '
_ February , 19 98 the above named
Laurence A. McVicker and Lind H.
_ "
TITLE: MEMBER STATE BAR OF WISCONSIN %ItWicke and wife,
(If not, — —
authorized by §706.06, Wis. Stats.)
to Dec xmnwt7 to be the person .$,_ who executed the foregoing
> - arzsawnu and ackno ed a he Fite.
THIS INSTRUMENT WAS DRAFTED U% ` f I ^
Atto rney_ David J.
__ _Estreen —
Hudson W1 54016
County , 'rYis,
(Signatures ma }" be au enti ated or acknowledged. &xh are not �bti s .. i7 zwii .s perman (if nrx, state expiry ratio date &a,
nele5Sar Cs _
,4 in .gym .aFu.ity' should in t , dot i ,„
TPr I ^hcSow the.r spy atures
t;6'A &RA\ rY (I j t n STATE ftAR OF
Form No. 2 - t9zt2
tiidwaV+?e '. ,
Safety and Buildings Division
15837 USH 63
s �
Hayward WI 54843
i sconsi n Tommy G. Thompson, Governor
Dep2rtment of Commerce William J. Mccoshen, Secretary
' k
I
May 22, 1998
PAUL C J STEINER CUST ID No. 225451
N8230 945 ST
RIVER FALLS WI 54022
RE: CONDITIONAL APPROVAL
APPROVAL EXPIRES: 05/2212000
TRANSACTION ID NO. 80771
SITE: SITE ID: 8140
ST CROIX COUNTY, TOWN OF PLEASANT VALLEY
LARRY CROSS
FOR: Description: NEW MOUND
Object Type: POWTS Regulated Object ID No.: 20423
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:
• This system design does not include approval for a clothes washer connection to the sanitary system.
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 /installation/operation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the
address on this letterhead. When making an inquiry or submitting additional information, please refer to
Transaction ID No.: 80771.
Sincerely,
DATE RECEIVED 05/20/1998
, !ti
,, c p�ti FEE REQUIRED $ 190.00
Leroy G. sky, Wastewater Spe alist FEE RECEIVED $ 190.00
Field Operations Bureau BALANCE DUE S 0.00
(715)726 -2544 Voice
(715)726 -2549 Fax
ljansky @commerce.state.wi.us
MOUND SYSTEM
FOR
/.5 6 ZLUO fq-
INDEX
Page 1 of 7 . ..........................Index
Page 2 of 7........ . P.O.iN.`t':S: ' .,......Calculations
Page 3- of 7...... 0.011 4j60 Plot Plan
Page 4 of 7..... APPROVE .....Lateral Layout
Page 5 of 7 .... DEPARTMENT OF COMMERCE
ETIVIS1 K OF'SAKT - f ND 8UIkD1NG3 •••• C r o s s Section
Page 5 of 7. ' ''t" . Plan View
E CO ESpON NCE
'Page 6 of 7..... ........:........ ....Pump Chamber
Page of 7 ...........................Pump Curve
r �I
Located in the /vC a of the ' 4, Sec.
T N, R -17 W, Town of Co. ,
Wisconsin.
Prepared by Paul C.J. Steiner
Steiner Plumbing and Electric, Inc.
N8230 945th Street
River Falls, Wisconsin 54022
Master Plumber: �` #6780
Date: `1—� /S//qs ff
CALCULATIONS
STEP 1: Absorption =
p ion area: 30 People Assembly Hall X ?_ 60 ,
5 Floor Drains X 50 = 250
6 Employees X 20 = 120
X150 gpd /bedroom X 1 = 150 gpd
Total — 580 gpd
Table 4: 580 + 1.2 - 483 square feet required.
Use 6 ft X 90 ft bed
Use trenches, ft wide X ft long
4 laterals, each 43 ft long, 2 manifold, 3'
spacing between laterals.
STEP 2: Table 5: 1.5 "'diameter laterals, - 1/41 , diameter holes at
60 " spacing between holes.
STEP 3: Table 6: 9 holes /lateral, 11 gpm discharge rate per
lateral. 11 gpm X 4 = 44 gpm total discharge.
STEP 4: Table 7: 2 " diam. manifold, inlet at cente - of 3'
foot long manifold.
STEP 5: Design dose volume is al /dose at a rate of 4 times
per day. Min. dose volume ust g be at least 10 X distribution
pipe volume.
Table 10: 1,5 diam. pipe= ,064 gal /ft X 172 = 11.0 10= 110 gal-
STEP 6: Table 8: Dosing rate = 44 gpm.
♦r
STEP 7: Table 9: Friction loss in 2 diam. force main, 25' long;
44 gpm= 3,27 in 100 feet.
ELEVATION DIFFERENCE 7,0
FRICTION LOSS .82
HEAD 2.50
10.32 TDH
page of
---
I
For ; Loyry Coss
PL Q
'
� Q3
s /opt
1200
/,OW1 �41 Sy i,� TcMk Weit <r
1
I
7Zx�o�c►o8 - �
1 q' 5�al1 P orn 1 �
� I
4 I
Ex15'rin+G o RtvE
_ 1 _ _CAR PMKIW�x
I
a
NEu1 QRiiJ�_ _ c� i_ us" J
Nge_�J_Of
Distribution Pipe Distail For A Four Lateral Network
Alternate Position Of End Cap
Force Main
P .
�t
PVC Force Ma ln
PVC Distribution Pipe
P
*,-,Holes Equally Spaced
PVC Manifold Pipe On BO tLoot
X
S
X
X 2
r
Last Wit Should Be Next To End Cap
P Y3 Ft.
s 3 Ft.
X 0 Inches
Y 0(e inches
Hole Diamo ter ��/ Inch
Lateral Olanxter Inch(cs)
Manifold Diameter _ inches
Force Maln D1aswtcr Inches
I Notes Per Pipe
Invert Elevation Of Laterals Ft.
Page Of
Straw, Marsh Hay, Or
Synthetic Covering
ASTM C33 Distribution Pipe
Medium Sand
H _ G
6 Topsoil - F SYS. ELEV.
_1 1 E �� 0
3
b
Slope
Bed Of %�— 2 % ( Force Main Plowed
e z z
Aggregate Layer
W Below Pipe)
0 I.D Ft.
Cross Section Of A Mound System Using
E /_ ,,3- Ft.
Ft. `�
A Bed For The Absorption Area F F j Ft.
A Ft. H /_.�- Ft.
B 9 b Ft.
K /,2 Ft.
L Ft.
j 8 Ft.
I a.t7 Ft.
W Ft.
L
nA Observation Pipe -,,,
* ° K
I .-----------------
I ! Force Main
W — — - -- ---- - --- --
�.Distribution Bed Of
Pipe Aggregate
.
Observation Pipe Permanent Markers
Plan View Of Mound Using A Bed For The Absorption Area
I'UHP CIIAIIIIYR CROSS SECTION AND SI'FCIrICATIONS
i
Vent Cap
N e athCr Proof Approved Locking
Junction Box Hanhole Cover
4 " C.I.^- 12" Hin
Vent Pipe ;
Final 4" Hin
Grade
18" Hin
Condui t
18" Hin - -- ---- - - - - --
Approved
Inlet �,� Joints w/
C. I. 1' i p e
Approved +
Extend inl;
p ' 1' Onto
,Joint w/ I ��+
C.I. Pipe I Solid
E x t end i n g ' ;; A Ground
'7' Onto
'
Solid Alarm
► + b _
'Ground On li
C
,Pump 4 Off --
Concrete Block p
SI'I:CTFICATIONS
TANK PUMP
t
Nanufacturer: Manufacturer: ky e ,r.5
Tank Material ��� �_ Model Numb ur 01 yy
Tank Size: Callons Switch Typo F40-'a t
Total Dynamic {lead jD.31;? k't.
CAPACITIES Pump Di:►charge Race: GPM
Total Daily Effluent: -6 !00 Gallons
A - or 4�0 / 3 CaIIon9 Number of Doucs : J/ per Dray
U 3 or 6'G' Gallons Dose Volume:' 160 Gallons
or _ J 0 Ca llons No ten : 1.
Sec pump curve for
D or %1l�_ j� Gallons additional perfor►nanca
Total Tank information.
Capncity Itequired ��_.7� Ca11ona 2. Pump and alarm are to be
inatrilled on aeparnt-: circull
ALAIIH au per I LIIR 16.19 WAC .
Itnnuf neturer: eue - 1
Model I.umbe r �
'Switch Type. 1 �
page �s of
r
ME40 PERFORMANCE
CAPACITY LITERS PER MINUTE ,
0 50 100 150 200 250 300 350
40 12
35
10
30 N
w 8
u. 25
z Z_
O O
20 6
J �
15 4 Q
o
10 ~
2
5
0
0 0 f0 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
23833A275
r
I
j � t
t ° �
1 1 �
t �
1 �
I (
t (
I
I
I
I I
I �
C)L,
1 � I
� I
I 1
vi I i
cl,
� I I
U , J f --- - - - - -I i—
oe
Ly
►', rte, L I
7
�
DI d
x C
k 9�
( i
v �
a
m�
•- z ( a II
� K I Z 1
�-- ol
LOCATION: PLEASANT EY 31.28.17.253,NE,SE,3I,COUNTY M
f
l
Wisconsin Department of Industry PRIVATE SEWAGE SYSTEM County:
'Labor and latuman Relations INSPECTION REPORT
Safety and Buildings Division ST. CROIX
(ATTACH TO PERMIT) Sanitary Permit No.:
GENERAL INFORMATION 1493
Permit Holder's Name: []City ❑ Village § Town of: State Plan ID No.:
HAINLEY GARY & MARY �WY,171 PLEASANT VAL
CST BM Elev.: Insp. BM Elev.: B Desc iption: c— Parcel Tax No.: / F
o w !'..4+� -e 024103970000
TANK INFORMATION ELEVATION DATA A92Q0159
. r�2
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. d '
Septic (���- Benchmark
i
sing
Herat' Bldg. Sewer 'a�.5� 93 g l j
'G ing St /y( Inlet '
TANK SETBACK INFORMATION St/ /t outlet 4 4 7 '
TANKTO P/L WELL BLDG. Aenttake ROAD Dt Inlet � bt �
Septic 5 /G > / � NA
Dosing ` /G > /�/ ` J.c' ) NA Header. /71�15/
Aera ' NA Dist. Pipe
Holding Bot. System
ti
PUMP / SIPHON INFORMATION Final Grade
�y Manufacturer v � Demand 'LAP o a. T ,
0� Model Number YZ ��, GPM G,�
TDH Lift Friction Systern.,�$0 TDH Ft SG✓
oss t
F dd �H,i
Forcemain Length Dia. 4 " Dist. To well r
SOIL ABSORPTION SYSTEM
BED/TRENCH Width " Length No. Of Trenches PIT No. Inside Dia. Liquid Depth
D IMENSIONS 76 1 1 DIMENSION
SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufactur .
SETBACK CHAMBER
INFORMATION Type O u�, i f Mo a Num er:
System: U /ls� S > /l/' OR UNIT
DISTRIBUTION SYSTEM
#eader/ Manifold ,, Distribution Pipe(s) „ „ x Hole Size x Hole Spacing vent To Air Intake
,/� t
Length Dia. °� Length � f Dia. �Z Spacing J` f 60 " -> /��
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over ,, �, xx Depth Of xx Seeded/ Seeded xx Mulched
Bed / Trench Center 1g r Bed/ Trench Edges opsoil No J],*es ❑ No
,�. ,:, ,cam rc�' , . �.�., :
COMMENTS: (Include code discrepancies, persons present, etc.) 0 3 /� 7d�4
fit- CO.
Plan revision required? ❑ Yes No
Use other side for additional information. I LI ,
S813-6710 (R Inspector's Signature Cert. No.
(V & -o>6;/ .�� 6-5. X1,
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
07
r
�.�2 -fie.
6d r.�cch.
k
z
> Sit cz-p-
DILHR SANITARY PERMIT APPLICATION -
COUN
,,,,, In accord with ILHR 83.05, Wis. Adm. Code
.�...�,..a.,..,..,�„,e,.
qt- C!rnix
STATE SANITARY PERMIT #
-Attach complete plans (to the county copy only) for the system, on paper not less than El /4 ( a
8% x 11 inches in size. Check i revision to previous application
—See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER
I. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. 92 -40129
PROPERTY OWNER PROPERTY LOCATION
agry and Mary Hainley NE Y4 SE %,S 31 T 28,N,R 17 XMMW
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBEF} 1 / —7(�
Vixm-r r,4022 715 )42r,-7-S-91 &5e I
NEAREST ROAD /
II. TYPE OF BUILDING: (Check one) 1:1 State Owned Count M
❑ Public L.XI 1 or 2 Fam. Dwelling -# of bedrooms 5 PARCEL TAX N UMB R
111. BUILDING USE: (If building type is public, check all that apply) 024 - 1039 -
1 ❑ Apt/Condo
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales /Repairs 11 ❑ Restaurant/Bar /Dining
4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station /Car Wash
5 ❑ Hotel /Motel 9 ❑ Office /Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. El New 2. 9 Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit # — Date I ssued
V. TYPE OF SYSTEM: (Check only one)
Non - Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground 42 ❑ Pit Privy
13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
750 REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals /day /sq. ft.) (Min. /inch) ELEVATION
625 625 1.2 .2 Feet Feet
CAPACITY
VII, TANK Site
in allons Total # of Prefab. Fiber- Exper.
INFORMATION New istin Gallons Tanks Manufacturer's Name C oncrete Con- Steel glass Plastic App
Tanks I Tanks strutted
Se tic Tank or Holdina Tank 1 1
Lift Pump Tan Weiser R 1 I Li
Vlll. RESPONSIBILITY STATEMENT
1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): PI Signature: M Stamps) MPiMPR9W No.: Business Phone Number:
Paul C.J. Steiner
6780 715 425 -5544
Plumber's Address (Street, City, State, Zip Code):
65 East Woodri Drive; River X11s, WI 54022
IX. COUNTY /DEPARTMENT USE ONLY
Lj Disapproved Sa ' ry Permit Fee (Includes Groundwater Date I ssued Issuing ent Signature (No mps
``r,�te
Approved El owner Given Initial surcharge Surcharge Fee)
Ad verse Determi J
X. CONDITIONS OF APPROVALIREASONS FOR DISAPPROVAL:
SBD -6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber
INSTRUCTIONS ~ •
1. A sanitary permit is valid for two (2) years.
2. Your sanitary' permit may be renewed before the expiration date, and at the time of renewai any new
criteria in the Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer /Renewal Form (SBD 6399) to be
submitted to the county prior to installation.
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the
State of Wisconsin, Safety & Buildings Division, 608 - 266 -3815.
To be complete and accurate this sanitary permit application must include:
I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of
where the system is to be installed.
II. Type of building being served. Check only one and complete ## of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is Public, check all appropriate boxes that apply.
IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or
repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested in ##1 -7.
VII. Tank information. Fill in the capacity of every new and /or existing tank, list the total gallons, number of
tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all
septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received
experimental product approval from DILHR.
VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber must sign application form.
IX. County /Department Use Only.
X. County /Department Use Only,
Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains /water service;
streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system
areas; and the location of the building served; B) horizontal and vertical elevation reference points;
C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if
required by the county; E) soil test data on a 115 form; and F) all sizing information.
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of
regulated practices which can effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater, ground-
water contamination investigations and establishment of standards.
SBD -6398 (R.11/88)
l ,u � )9 fey
I �1-
House -
S C Q I c l 30
i
a 0 161
QD
l Bur
A re
I '
o A46and
Area
1
3 3
•
f j h1, l U crd cw, Few e. i FP" ` e
4:
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL Western Regional Office
2226 Rose Street
LaCrosse, Wisconsin 54603
STEINER PLUMBING & ELECTRIC, INC. Owner: GARY HAINLEY
65 E WOODRIDGE DR RR 1 BOX 233
RIVER FALLS WI 54022 RIVER FALLS WI 54022
RE: Plan Number: S92 -40129 Date Approved: April 22, 1992
Gallons Per Day: 750 Date Received: April 14, 1992
Project Name: HAINLEY, GARY - RESIDENCE Location: NE,SE,31,28,17W
Town of PLEASANT VALLEY County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one set of plans with the department's approval stamp at the
construction site. The installer shall notify the appropriate inspector when
inspections can be made.
This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50 -64 of the
Wisconsin Administrative code.
This approval is for the following components only:
- REPLACEMENT PETITION
- REPLACEMENT MOUND
Inquiries concerning this approval may be made by calling (608) 785 -9348.
Sincerely,
BARD M. SW M
Section of Private Sewage
Division of Safety and Buildings
PPP039/0009n/37
cc: GARY HAINLEY X Private Sewage Consultant
SSD 6423 , R. 01/91)
s
I SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Bog 7969
Madison, Wisconsin 53707
f Wisconsin
State o W sc in s
Department of Industry, Labor and Human Relations
April 21, 1992
GARY AND MARY HAINLEY
RURAL ROUTE 1 BOX 233
RIVER FALLS WI 54022
Plan I.D. No. S92- 40129 -P
Dear Mr. and Mrs. Hainley:
1
Re: Gary and Mary Hainley - Residence
Private Sewage System
NE,SE,31 ,28,17W
Town of Pleasant Valley, St. Croix County, WI
Your petition for a variance to section ILHR 83.23 (1)(d), Wisconsin
Administrative Code, has been reviewed.
The rule being petitioned requires a mound system site to have a minimum:of
24 inches of suitable natural soil.
The variance requested was to install a replacement mound system on a site
with 18 inches of suitable natural soil.
The following comments were made in the petition analysis:
1. In reviewing the petition, it was noted that the request was similar to
other petitions accepted by this department under petition numbers
S89- 03304, S89 - 03318, and S90- 00012.
2. Based on the precedent established by the previous petitions, this
petition for variance is being processed as permitted by Wisconsin
Statute Section 101.02 (6)(g).
Departmental Action: Approval.
This approval is granted with the understanding that all of the petitioner's
statements and any conditions of approval cited above will be carried out.
Prepared by: Gerard M. Swim
Departmental Signature: Date:
Ni ar , . Meyer ; , rc i ec
Director, Office of Division Codes and Application
GMS:1652WPP1
Enc.
cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls
Thomas Nelson, Zoning Administrator - St. Croix County
Paul C. J. Steiner, MP #6780
SRO 6928 i R. 011911
r
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROV Western Regional Office
2226 Rose Street
LaCrosse, Wisconsin 54603
ST PLUMBING T GARY HAINLEY
EINER G & ELECTRIC, INC. Owner: L
65 E WOODRIDGE DR RR 1 BOX 233
RIVER FALLS WI 54022 RIVER FALLS WI 54022
RE: Plan Number: S92 -40129 Date Approved: April 22, 1992
Gallons Per Day: 750 Date Received: April 14, 1992
Project Name: HAINLEY, GARY - RESIDENCE Location: NE,SE,31,28,17W
Town of PLEASANT VALLEY County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one set of plans with the department's approval stamp at the
construction site. The installer shall notify the appropriate inspector when
inspections can be made.
This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code 4 ,
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50 -64 of the
Wisconsin Administrative code.
This approval is for the following components only:
- REPLACEMENT PETITION
- REPLACEMENT MOUND 1 0
Inquiries concerning this approval may be made by calling (608) 785-
cb
Sincerely,
ST 1>
iRARD M. SW M qkt
a ti
Section of Private Sewage
Division of Safety and Buildings S
PPP039/0009n/37
cc: GARY HAINLEY X Private Sewage Consultant
560 6423,R. 01/911
II
•` SAFETY Bc BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Box 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
April 21 , 1992
GARY AND f4ARY HAI NLEY
RURAL ROUTE 1 BOX 233
RIVER FALLS WI 54022
Plan I.D. No. S92- 40129 -P
Dear Mr. and Mrs. Hainley:
Re: Gary and Clary Hainley - Residence
Private Sewage System
NE,SE,31,28,17W
Town of Pleasant Valley, St. Croix County, WI
Your petition for a variance to sec tion.ILHR 83.23 (1)(d), Wisconsin
Administrative Code, has been reviewed.
The rule being petitioned requires a mound system site to have a minimum of
24 inches of suitable natural soil.
The variance requested was to install a replacement mound system on a site
with 18 inches of suitable natural soil.
The following comments were made in the petition analysis:
1. In reviewing the petition, it was noted that the request was similar to
other petitions accepted by this department under petition numbers
S89- 03304, S89 - 03318, and S90- 00072.
2. Based on the precedent established by the previous petitions, this
petition for variance is being processed as permitted by Wisconsin y
Statute Section 101.02 (6)(9).
Departmental Action: approval . k
This approval is granted with the understanding that all of the petitioner's
statements and any conditions of approval cited above will be carried out.
r
Prepared by: Gerard M. Sw
Departmental Signature: Date:.
Richard L, Meyer,
Director, Office of Di vi son Codes and Application
GMS:1652WPP1 i
Enc.
cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls
Thomas Nelson, Zoning Administrator - St. Croix County
Paul C. J. Steiner, " "P #6780
SRO 0928 (R.91N1i
ST. CROIX COUNTY
` ' y WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
911 FOURTH STREET a HUDSON, WI 54016
(715) 386 -4680
Mar. 16, 1992
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
To whom it may concern:
An onsite investigation of the Gary Hainley property, located in
the NE 1/4 of the SE 1/4 of Sec. 31, T28N -R17W, Town of Pleasant
Valley, St. Croix county. This onsite revealed suitable soils at
a depth of 18" which meets the requirements of the A +4" rule with
an additional 18" of fill.
Should you have any questions, please feel free to contact this
office.
i erely,
/, • j -
James K. Thompson
Assistant Zoning Administrator
cj
H r
�Y /Sf N ou$ e-
Q
vlt dMI
i
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i
30 ,
scal
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4
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8 O W
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A rea
ftlound
Area
l
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�3
Fe n c e
Tap /0o'
a-
MOUND SYSTEM
FOR
Route 1 Box 233
River Falls, WI
54022
INDEX
Page of 7 ...........................
Page 2 of 7 ........ ...................Calculations
Page 3 of 7. .......... ................Plot Plan
Page 4 of 7 .... .......................Lateral Layout
Page 5 of 7 . ..........................Cross Section
Page of 7 ...........................Plan View
Page 6 of 7 . ..........................Pump Chamber
Page 7 of 7 ...........................Pump Curve
Located in the NE 4 of the SE a, Sec. 31 ,
T 28 N, R 17 W, Town of Pleasant Valley St. Croix Co.,
Wisconsin.
Prepared by Paul C.J. Steiner
Steiner Plumbing and Electric, Inc.
Rt. 5, 65 E. Woodridge Drive
River Falls, Wisconsin 54022
Master Plumber: #6780
Date: March 2G, 1992
CALCULATIONS
STEP l: Absorption area: 150 gpd /bedroom X 5 �= gpd•
Table 4: 750 t 1.2 = 625 square feet r quired.
Use 90 ft X 7 ft bed
Use trenches, ft X ft long
4 laterals, each 41 ft long, manifol
spacing between laterals.
e laterals ' diameter olc.. ;�t
STEP 2. Table 5: 1 1/2 diameter 1 , 4 ,�
60 ° spacing between holes.
STEP 3: Table 6: 9 holes /lateral, 11 gpm discharge r-te pui
lateral. 11 gpm X 4 44 gpm total disch rge.
STEP 4: Table 7 •
2 diam. manifold, inlet at center of
o
foot long manifold.
is 1 i
STEP 5: Design dose v olume .5 al /dose at a rate of 3 t
9
per day. Min. dose volume must be at least 10 X dis ribuci,,rr
pipe volum
Table 10: 1.5 diam. pipe= .064 gal /ft X 17 = 11_01 10= 1In _'J11
STEP G: Table 8: Dosing rate = 4 gpm•
STEP 7: Table 9: friction loss in 2 diam. force main, lore,;;
44 gprn= 3.27 in 100 feet.
ELEVATION DIFFERENCE 10
FRICTION LOSS 3.27
HEAD 2.50
15.77 TDH
page 2
e Y-
dB.�Nt7cta Ttt�- �X1S"�tNC - � S{�.f "ids: Q
YS A Fr--r, ivaR ,,,. c�,(z_) lUihs M ►i
So le
I 0 �►� /(c (rij �.,1
ONSITE SEWAGE SYSTF -M
see
j
! �Q`�,f+L� � � W tCSt.; 154E cal
na
� I V Ipm so& Pu it, P
bw LJ
ArIPKw 1-
7nnk
WARTPrINT Ur INDUSTRY, LA13OR AND I AN RLL IONS
D� VISION SAF LO
�.
Y
SEE COR E
x 4)
1 �cc r rt
t^E'tl
� e edge of the
The area 25 ft. bet$ e the u$tWn,Main undis /uvbod• �
Soil Absorption Sy
i,
AA i,uevdot• F Fnc �, P f Pnc e
S' Sfem ;F�r'�1Qt�ort �DC�. l0�
Y
page 3 of 7 31/ /7 -
-
Page 4 Of 7
Distribution Pipe Detail For A Four Lateral Network
'
Alternate Position Of End Cap
Force Main
�`% P
PVC Force Main
PVC Distribution Pipe
P
►,,, holes Equally S aced
PVC Manifold Pipe On Bottom
�-X
S �X
X 2
Last hole Should Be Next To End Cap
AGE S YgYE�A i
p�SIYF SEW P 43 Ft.
na I� S 4.5 Ft.
O ltw so
ms-ID X 60 Inches
0gkov E. 10 Ap
gqR U �} pt1 ESE Y Inches �= fC��
' � �F tt�4�N'•sSTh , � gUi N
DEPA�j'��Cf1� 15tON of S EN Note Diameter 4 I nch
SEE r�(: Lateral Diameter 1...i nch(es)
�
Manifold Diameter 2� Aches
t
Force Main Diam 2 nches
I Holes Per Pipe 9
Invert Elevation Of Laterals 100.50 E.
Page 5 Of 7
Straw, Marsh Hay, Or
Synthetic Covering
Distribution Pip
Medium Sand
H G
Topsoil -
F
--� E 0
3
e
Jr ° 10 slope
Bed Of 2 %2 Force Main Plo ad
Aggregate From Pump Lay r
D 1 "
ONSITE SEWAGE SYSFE4�Is Sectio o A Mound System Using E 22"
F 75'
. A Bed For ':The Absorption Area
Co G 1 '
YM A 7 Ft. H 1 '
APPROVhLj B g0 Ft.
DEPARTMENT F INIDI1STRY, LABOR AND ' `V RELATIONS I 24 Ft.
?SlC�� 0 F D B DINuS , J 12 Ft.
SEE CORM I'0 0 E K 14 Ft
L 118 Ft.
Force Main W 41 Ft.
L
Observation Pipe -�
—'�
i
Distribution Bed Of 2 2 i
Pipe Aggregate
1
Observation Pipe Permanent Markers
Plan View Of Mound Using A Bed For The Absorption Area
PUMP CIIAFIIIF:R CROSS SF.CTIO14 AND SPECIFICATIONS
Vent Cap
Weather Proof Approve g
Junction Box Manhole
4" C.I. ---- 12" Min
Vent Pipe ;
Final _ in
Grade '
•7 -_ _
' Min
Conduit'
18" Min -- ►, - -- - - -- - --
Approved
I n 1 e t ot4S1TE SEWAGS SYSTEM J oints w /
,,.
C.I. Pipe
ll • „
e !~ x t e n d i n t;
Approved 3' Onto
Joint w/ ''
C I Pipe olid Ora
Extending AN RELATOW
3' Onto
Solid D AR f MEiJ V SioN O D 8D LDI GS ' ' ;' A 1 a r m
Ground '
. SEE fARR CE • ' ' � 0 n B -
--� ► C
,Pump Off 90.5'.
Concrete Block' D
SPECIFICATIONS
p(jMp TANK PUMP ,
tlaaufacturcr: "Weiser Manufacturer: Myers
Tank Material: Concrete Nodal Number: WHR5
Tank Size: 1,565 Cullom Switch Typo Float
Total Dynamic head: 15.77 E
CAPACITIES Pump Discharge Race: 44
'Total Daily Effluent: 75 Callor
A - 27 " or 750 Gallons Number of Doucs : 3� Per Dc
•T
U • 2 " or 54 — Gallons Dose Volume:' Z - 70 • ` 3. Callor
C • 10 or 2770 Callons Notes: 1. See pump curve for
,D'- 14 " or 378 Gallons additional performance
Total Tank inf ormntion.
Capacity Required 1,452 Callona 2. Pump and alarm ar to be
installed on ueparat-c circuit
ALARM au per I LIIR 16. 19 WAC .
kin nuf acturer: jpyal Alain
Fiociel Number: D
Switch Tyjle, Fl wt-
page 6 of 7
r
_51012
Features
Pump Impeller is recessed "Tornado" Motors (single and three phase) Thrust Washers and Sleeve Bear- Volute Case is heavy c t iron, epoxy
type - operates completely out of are oil filled for good insulation and Ings are oil,lubricated for smooth coated with support legs Choice of
volute passage giving full opening for lubrication of bearings and seal. No operation, long pump file. 2" (50.8 mm) or 3'(761
m) dis-
flow of liquids and up to 2"(50.8 mm) starting switch or relay mechanism. Rotary Shaft Seal has carbon and charge flange.
dia. solids. Overload protection is built In - three ceramic faces for positive seal. Body Separate Ca acitor No sing
phase overload In control box. is stationary, prevents shing.or trash (single phase4allows ca acitor to be �✓
from winding on seal. Metal parts are replaced without dlsman ing motor.
303 stainless steel.
Dimensions
r
'l
- Performance Curve
r f
Hq p' kA
-
s
Accessories
f �
® 0 Performance Capabilities
Q Q
Capacities to 175 GPM 662 L M
Heads to 33 feet 10.1
Pump Down Range Variable with level Switch
Solid Handling Capabiliq 2 inch dia, solids 150.8 mm dig. solids
Liquids Handled Waste water
Intermittent Liquid Temp. 1401 46.4
Motor y2, 1 HP
Electrical 115, 230 V Icy 200, 230, 460, 515 V 34
Discharge 2 or 3 inch 50.8 or 76: mm
F.E. Myers Co., Division of McNeil Cor ralion
Ashland, OH 44805 (419) 2a9 -1144 Telex 7443
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SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER /BUYER Gary Hain le
ADDRESS: Route 1 Box 233 FIRE NO:
LOCATION: NE 1/4, SE 1/4, SEC. 31 T 28 N -R 17 W,
TOWN OF: Pleasant Valley - ST. CROIX COUNTY
SUBDIVISION: LOT NO.
Improper use and maintenance of your septic system could resul
in its premature failure to handle wastes. Proper maintenanc
consists of pumping out the septic tank every three years o
sooner, if needed, by a licensed septic tank pumper. What yo
put into the system can affect the function of the septic tank a
a treatment stage in the waste disposal system:
St. Croix County residents may be eligible to receive a grant t
help with the cost of the replacement of a failing system, whic
was in operation prior to July 1, 1978. St Croix County accepte
this program in August of 1980, with the requirement that owner
of all new systems agree to keep their system properl
maintained.
The property owner agrees to submit to the St. Croix Count
Zoning a certification form, signed by the owner and by a maste
plumber, journeyman plumber, restricted plumber or a license
pumper verifying that (1) the on -site wastewater disposal syste
is in proper operating 'condition and (2) after inspection an
pumping (if necessary), the septic tank is less than 1/3 full o
sludge and scum. Certification from will be sent approximatel
30 days prior to three year expiration.
I /WE, the undersigned have read the above requirements and agre
to maintain the private sewage disposal system-in accordance wit
the standards set forth, herein, as set by the Wisconsin DNR.
Certification form must be completed and returned to the St.
Croix County Zoning Officer within 30 days of the three yea
expiration date.
SIGNED:
1.
" DATE:
St. Croix County Zoning Office
911 4th St.
Hudson, WI 54016
e •� APPLICATION FOR SANITARY PERMIT
• STC -100
This application form Is to be completed in full and signed by the owner( I of
the property being developed. Any inadequacies will only result In del& s of
the petmit Issuance. -Should this development be Intended for. zeta i by
owner /contcactor,(spec house), then a second form should be retain* and
completed when the property is sold and submitted to this office Wit the
appropriate deed recording.
--------------------------- -- lr /-..w ----------- .r--------- -----!!.!!!!!!-!� !!!-
Ovnerof ptopecty
Location of property =_1 /4 SE _1 /j,, 8actlon 3___# T 2 - „=..J1 7 V
Tovnshlp Pleasant
Malling address &ute 1 Box 233
Address of site
lvbdivislon news
Lot number
Previous owner of property
Total else of parcel
Date parcel vas created
Ace all cornets and lot lines Identiflable? an .-- _,
Is this property being developed for resale (spec house)TYof o
Volume end Pale Number as secorded with the Register of lie* s.
• ••--- •----------- •- • -••!.- 1. -.... -..-
INCLUDE WITH THIS APPLICATION THE FOLLOWINCI
A WARRANTY DRID which Includes a DOCUMINT NUNBIR, VOLVMZ AND PAOt NtMBIM 4n4
the SIAL OF THE RIOtSTER OF DIIDS. In addition, a cartliled sutva , It
available, would be helpful so as to avoid delays of the teviewlnq process. it
the deed description references to a Cettitled Survey Map, the Cettifled awry
Map shall also be required.
--------------------------------------------------- - - • - - - - - - - - - -- ••!!!!!!! !! !•
PROPERTY OWNER CERTIFICATION
I(Ye) certify that all statements on this form are ttus to the best of my (out)
knowledge; that I (we) am (are) the ownar(s) of the ptopectr describe In
this intormatlon torm, by virtue of a warranty deed recorded In the 0111 a of
the County Register of Deeds as Document No. A and that I Iwe)
presently own the proposed site for the sewage disposal system (at I (va) have
obtained an easement, to tun with the above described property, to the
conetcuctlon of veld system, and the same has been duly recorded in the tttce
of the County Reglatec of Deeds, as Document No. ).
gnatuc t owner s A Signature of Co -owner ill Appllc bie)
• e
Of S gnnturs Data of Signature