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STC - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER Lo '6 ( V-~
C
ADDRESS
SUBDIVISION / CSM$ LOT
SECTION_'?_&_T N-R_V7 W, Town of PT Vy 11A O'`'ff) (°1
ST. CROIX COUNTY, WISCONSIN
PLAN VIER
SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM
63
110-..._
eft ~
INDICATE NORTH RROW
i
Provide setback and elevation information on reverse of thivform.
Provide 2 dimensions to center of septic tank manhole cover.
t +
PUMP CHAFER
Manufacturer: %S~v,~ ' 1 p
Liquid
,n Ca acity:C:
Pump Model: f Pump/Siphon Manufact.: a
Pump Size
Elevation of inlet-: Bottom of tank elevation
Pump on elev.: Pump off elev.: Gallons/cycle: ,
Alarm: Man.: Switch Type: Location
41 'G.
Distance from nearest prop. line: Front_b~~ Side t, oar Rear)()"'
Ft.
Distance from: Well ,
Building
SOIL ABSORPTION SYSTEM
Bed: X Trench- Seepage Pit:
Width:_ r_Length Number of Lines: Area Built
Exist. Grade Elev. Proposed Final Grade Elev.
Fill depth to top of pipe:
No. feet from nearest prop. line:Front, Sidec~O , Rea 0 Ft.
No. feet from well: No. feet from building-95---
HOLDING TANK
Manufacturer: tL)f Capacity: ( von p
No. of rings used: Elevation of bottom tank:
Elevation of inlet:
~ s
No. feet from' nearest prop. line: Fron0D~ , Side l CX'), Rear k oo
Ft.
No. feet from: Well - C
building, nearest road
Alarm Manufacturer: J
INSPECTOR : p Y 1
r ' .
DATE: LPLUMBER ON
LICENSE NUMBER: Q
6/90:cj
zt.
ST. CROIX COUNT
WISCONSIN
ZONING OFFICE
I N FN N 1110 rrrri ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016-7710
(715) 386-4680
March 10, 1994
Chris Lickness
97 - 230th Street
Baldwin, WI 54002
Dear Chris:
I still need AS BUILTS on the following systems:
Terry Thompson Town of Hammond
Robert Sather Town of Hammond
m~~, Tam '~'Aw~3 a€-1F~er-
M e
ammon
Ross & Ac-- Town of Troy
Please turn these in as soon as possible. I'd like to get the
paperwork filed before the busy season starts again.
Thanks!
Sincerely,
r
Mary T. Jenkins
Assistant Zoning Administrator
• s •
LQ~rtkI4+32try6.29.17. 'ATE SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT
Safety and Buildings Division
(ATTACH TO PERMIT) Sanitar rmit
GENERAL INFORMATION
Permit Holder's Name: ❑ City ❑ Village R Town of: State PI o..
A
: Parcel Tax No.:
nsp. B lev.: [RM-Descnptioff7-------
TANK INFORMATION ELEVATION DATA A9200445
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing
Aeration Bldg. Sewer j
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet
TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake
Septic NA Dt Bottom
Dosing NA Header / Man.
Aeration NA Dist. Pipe
Holding Bot. System
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer Demand
Model Number GPM
TDH Lift Friction System TDH Ft
IF 3
Forcemain Length Dia. I` Dist. To Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS DIMENSIONS
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
SETBACK CHAMBER
INFORMATION TypeO Moe Number:
System: OR UNIT
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. Length Dia. Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over 11 ` Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center If Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
LOCATION: HAMMOND 36.29.17.5528
11 _h,c~ s
fl e~ ~ ~ e gyn. 1 s"°"~ i~
3T_ -9,, Jio
jLll
IVoE`
Plan revision required? ❑ Yes
Use other side for additional information.
SBD-6710 (R 05/91) Date Inspector's Signature Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
F
{
Q
3
3
• 1
=im LHR SANITARY PERMIT APPLICATION
COUNTY
In accord with ILHR 83.05, Wis. Adm. Code
a...,,..,,..,, e,.
STATE SAN TARY PERMIT
-Attach complete plans (to the county copy only) for the system, on paper not less than 1:1 Q'
8% x 11 inches in size. cn k r9s n previous application
-See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER
1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION.
PROPERTY OWNER PROPERTY LOCATION
/a /N'/4,S3/6 ,N,R t7E(O W
!/D~ 11 L. IV
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
0 cr'Z?Aj .d- V a
CITY STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME PR CSM NUMBER
Cry . 1 Sq
. TYPE OF BUILDING: Check one CITY NEAREST RQgD
II fpl~ ( ) ❑ State Owned VILLAGE : C~
❑ Public Y91 or 2 Fam. Dwelling-# of bedrooms LTA NNUMBER(S)
III. BUILDING USE: (If building type is public, check all that apply) l y
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. TY~~PpEI~ OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. ~I New 2. ❑ Replacement 3. ❑ Replacement of 4.E] Reconnection of 5.0 Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit # - Date Issued
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 5. 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. SYS;'7400v- y' 7. FINAL GRADE
REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION
/r / 2 11 ~ j Feet set
VII. TANK CAPACITY Site
in alIons Total # of Prefab. Fiber- Exper.
INFORMATION New istin Gallons Tanks Manufacturer's a Concrete Con- Steel glace Plastic App
Tanks Tanks strutted
Se tic Tank or Holdin Tank
Lift Pump Tank/Si hon Chamber l n F1 I F1 F-1
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): Plumber's Signature: (No Stamps) MP/MPRSW No.: Business Phone Number:
If< L es c
Plumber's A ress (Street, City, State, Zip Code :
IX. UNTY/DEPARTMENT USE ONLY
❑ Disapproved Sanitary Permit Fee (includes Groundwater roue Water Date Issued Issuing em S s)
Approved ❑ Owner Given Initial
Adverse Determination 1~
/ X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 11/86) DISTRIBUTION: Original to County, One Copy To: Safety 8 Buildings Division, Owner, Plumber
1
, III
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 renewal 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:
1. 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 tiie ~~jnty; 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)
e Page of 6
IN-GROUND PRESSURE SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 36 , T Zq N, R 1`1 W,
TOWN OF %_\Nw1 m oh-►D ST GZOIX COUNTY, WISCONSIN.
INDEX
PAGE 1 of 6 TITLE SHEET
PAGE2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PA GE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
SAN L~N►~RN
L0 6 0 k_L T 4 RUE.
BA~~wt)v,w( S~LooZ
i
PREPARED BY
R~gacc~e~~maa,~r
WE=- CD -F~EI-Z E3C3 I L TESTING AV
AND,
]DE=_13 I CN SIER~1 I CE.:••• •':s t ~s
gu
ARTHUR L.
WEGEAEn
F.O. BOX 74 421 N. MAIN ST. ® 0-916 a
• aLSWORTH, i
RIVE? FALLS. VI 54022 I, Ms.
715-4~.r-0165 of
6- g-
INS
,ZTCTIO
TF
y
i
I
6'
r
O
2
W
O
h
f PLOT PLAN Page -z-of 6
Scale 1"= 3o'
Z.Op 7h ST.
3r-t -LTl.. ~\l».y• pni
3~1.q ~uLR-A1J Pt PE'
~g ff LTkmm ? TE C'NZ*q
No(~: WtI,L Q>r rtr L"ST' St3t'R-Or1 @ltS
h+~~ 1h-T LtmST Z.S' Pzom )-YAjkS,
a
r~
12p P o s ~~U 3 9 D R y,1
2~S~J~`>uCr - ~`1, L1o~.7 o,v s P~rce
~ RBn~E GRciv~un
l rJ
ZS 'U 3-3 EL. Wo,6.1
Y r o ~j
o ^ R' +
AT ~ua»vs"Pt C. L,: \ d
- \ \ J C
FWO~l~L1~Ih) L1M11 E}S 6J. ~8l~S l`t~ C3 L1 S 1} Lip ~
B. Z
blob. S
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( 6 required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to be gallon capacity manufactured by
f-, w a S~SR My Q 2E c►t s, T, iAi c
5. Bench Mark SLR Iot~tr pt_,~N
r ,
C ZD s S S E C-7'1 C) 3 or=
Na s c~4 LL
y"` 08SERVAT~ ON t' ~ P+c=. Tu _
1 OT ''Q3Y-1- OF BNB..
r1&3 GR P
SOIL. Fl LL y2°+~RK
Zo"H1N• PPROIJ~'A S~fIJ`T}}E~1C CQLJ'~R7A~
177
1~VC ~ZSTRtBu'r7or.~ Pt DES TO 2`/Lr h66REGAT2 - p, 1 ES.
z. V /4-Bov C. P ~ PE s
ti0 SChLI,
a' 1~'Rr~A~T K-1RRl~TZ
18'
6~ 4~?C LRT~'RALS - PvC. T=oRc6 ~A11J ~RN~;')
S?v►-1 P c 1~1~M l3
63`
' i
Page Of
Perforated Pipe Detoll
0
Install permanent-marker
End View at end of each lateral
Perforated
End Cop) eye 1` PVC Pipe
`occ
Holes Located On Bottom,
S Are Equally Spaced
R
S
P
PVC Force Main
* From Pump
/P PVC
Manifold Pipe
Distr ution
P e
Last Hole Should Be
Next To End Cop
End Cap
P 28 .5 Ft.
R ~Z Ft-
S 6 Ft.
Distribution Pipe Layout
X b Inches
Y _76 Inches
Hole Diameter 1/Y Inch
Lateral I Inch(es)
Manifold a- Inches
Force Main 3 Inches
# of holes/pipe S
Invert Elevation of Laterals1IDS.9 Ft.
Place lst hole 3`" from center of manifold with succeeding holes
at -?6'lintervals. Last hole to be next to the end cap.
PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS ' PAGE S OF
VEAIT LAP
4"C,I. VENT PIPE
WEATHER PROOF APPROVED LOCKING MANHOLE
- f r-T 10' FROM DOOR, JuAJCTIOA! 80X ' COVER WITH WARNING LABEL
WINDOW OR FRESH 12~MIU.
AIR INTAKE 1
GRADE r
`i' MIIJ.
LSL IIL) b•5 t I
1
00
_ _ I D' MIIJ.
COIJDUIT
18"MIN.
11~ '
WLET PROVIDE
~j AIRTIGHT SEAL
Ir ~ I
APPROVED JOINT A Tank construction shall comply I APPROVED JOINTS
with approved with ILHR 83.15 and ILHR 83.20 1 II
pipe extending 1 11 ALARM
3 feet onto a iI
solid soil. I I OAJ
Both sides of C 1 i
tank. jog1.ZS
LLEV. FT. PUMP
~ OFF
D
L 1 6 O CONCRETE BLOCK
13" APPRoYEp
RISER EXIT PEFinamD ONLY IF TANK 'MAJJUFACTURER HAS SUCH APPROVAL. BacODI
SPEC IFICATIOMS
005E . P~1lpW~g~ V~-C~.ST 3.1
TA/JK MAIaUFACTURCR. NUMBER OF DOSES: PER 0/1y
TANK :,IZE: 1 Sa GALLONS DOSE VOLUME Z 136. S
ALARM MANUFACTURER: S'T• ~=LIZt'MO S4STe,15'/ INCLUDING 6ACKFLOW: GALLOWS
MODEL I.IUMBCR: CAPACITIES: A- 1(, Z WCHE5 OR 3211 GALLONS
SWITCH TYPE: 'FIM-CU12.K g. Z INCHES OR 3~' G#ILLOWS
PUMP MANUFACTURER: z'-77-L C~P~Yti`1 C- -7 INCHES OR k"- S GALLOWS
MODEL NUMOER: 47 D. \S INCHES OR Zq Z. 5 GALLONS
SWITCH TYPE: f!~kTrLgU%ZY NOTE: PUMP AND ALARM ARE TO DE
MINIMUM DISCHARGE RATE Ss. 1GPM INSTALLED ON SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEIJ PUMP OFF AUO.CIISTRIBUTION PIPE. 8.65 FEET
f MINIMUM NETWORK SUPPLY PRESSURE . . . . ~ 2 50 FEET
~O FEET OF FORCE MAIN X 2'32 F31/00fTFRICTIOU FACTOR.. FEET
TOTAL DyWAMIC HEAD = 11 Z-1
FLET
..PIAMETER - ~
IAITERNAL DIMEWSIOWJ OF TAWK: LEAl6TH 6 I Ni> S ~~`a'Top ;WIDTH ;LIQUID DEPTH ~l~ I?
S' 9`~t" 8oT S'4° BoT
BOTTOM AREA - - 231= _ GAL/INCH
AS PER MANUFACTURER = \q,S GAL/INCH
W H
cc W
"Y10
HEAD/CAPACITY CURVE 4% 64
MODEL 97 0,
30'
• *4
25'
- 1'12 - 11'17 NPT
O
W 6 20' /t6
= U_
z 15'
C 4-
_J
.
O 10-
35. }
2
5' I
0-
U S 10 20 30 40 50 60 70
GALLONS I I A
LITERS 0 80 160 240
101'/16
FLOW PER MINUTE Li LA
TOTAL DYNAMIC HEAD/FLOW PER MINUTE
EFFLUENT AND DEWATERING
CAPACITY
HEAD UNITSIMIN 35/16
FEET METERS GAL LTRS _
5 1.52 56 212
10 3.05 46 174
15 4.57 35 133
20 6.10 15 57
Lock Valve 23.75'
D
CONSULT FACTORY FOR SPECIAL APPLICATIONS
is Electrical alternators, for duplex systems, are available • Mercury float switches are available for controlling
and supplied with an alarm. single and three phase systems.
e Mechanical alternators, for duplex systems, are avail- • Double piggyback mercury float switches are available
able with or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
1. Integral float operated 2 pole mechanical switch, no external control required.
Standard All Models - Weight 33 lbs. -1/z HP 2. Single piggyback wide angle mercury float switch or double piggyback mercury
float switch. Refer to FM0477.
97 series Control selection 3. Mechanical alternator 10-0072 or 10-0075.
Model Vohs-Ph Mode Amps slmplex Duplex 4. See FM0712 for correct model of Electrical Alternator, "E-Pak".
M97 115 1 Auto 12.0 1 or 1 & 7 - 5. Mercury sensor float switch 10-0225 used as a control activator, specify duplex (3)
N97 115 1 Non 12.0 2 or 2 & 6 3 or 4 & 5 or (4) float system.
D97 230 1 Auto 6.0 1 or1 & 7 - 6. Four (4) hole "J-Pak". junction box, forwatertight connection orwired-in simplex or
g97 230 1 Non 6.0 2 of 2 & 6 3 or 4 & 5 2 pump operation, 10.0002.
7. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003.
CAUTION
For information on additional Zoeller products refer to catalog on Combination All installation of controls, protection devices and wiring should be done by a
Starter, FM0514; Piggyback Mercury Float Switches, FM0477; Electrical Alternator, qualified licensed electrician. All electrical and safety codes should be followed
FM-0486; Mechanical Alternator, FM0495; Alarm Package, FM0513, and Sump/- including the most recent National Electric Code (NEC) and the Occupational
Sewage Basins, FM0487. Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
3280 Old Millers Lane Manufacturers of
® O ZZ71ZZLff O~ P. 0. Box 16347 • Louisville, Kentucky 40216
(502) 778-2731 • FAX (502) 774-3624
QaaZ1rr /SUMPS iVCF /~3~
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
I~
WEGERER SOIL TESTING AND DESIGN SERVICE
P.O. BOX 74
RIVER FALLS WI 54022
RE: Plan Number: S93-40529 Date Approved: June 29, 1993
Gallons Per Day: 450 Date Received: June 14, 1993
Project Name: LEHMAN, DAN Location: NE,NW,36,29,17W
Town of HAMMOND 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:
- NEW IN-GROUND PRESSURE
Inquiries concerning this approval may be made by calling (608) 78 -
Sr e
jARD cerely,
M. SWIM m, ;t
Section of Private Sewage
4
Division of Safety and Buildings
PPP039/0009n/34 2 N~
cc: Private Sewage Consultant C>
SRD-6423(R. 01/81)
Page of 6
IN-GROUND PRESSURE SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCATED IN THE N1; 1/4 OF THE NW 1/4 OF SECTION 36 TZq N, R 1-1 W,
TOWN OF P\m 1l c)xit> , ST c-\z_G1X COUNTY, WISCONSIN.
INDEX
PAGE 1 of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
ti 0 V O k -L `t"4 RUE,
BA~Owliv,w! SLLaUZ
PREPARED BY
WECCEF;Z EF~Z SO I L TEST I P4 (B
AND
L3ES I Gam! ST= F:Z = CE S
® ARTHUR L.
F.O. BOX 74 421 N. VAIN ST. v wo915p
w RLSWORTH,
RIVER FALLS. MI 54022 WIS.
7I5-4225-0165 $ ;
S I G N ,oo•
6_g_g3
JOB NO.
CID 1-
w. j G E 6 O V=
U.
HEAD/CAPACITY CURVE 4% 6
MODEL 97 41/a -~I
30'
m
8 4%
25'-
- 1112 - 11'h NPT
W 6 43/t6
= m
z 15'-
0 4
M.Z7
O 10'
35. .
2
5' I
0
US 10 20 30 40 50 60 70
GALLONS
LITERS 0 80 160 240
10,11/16
FLOW PER MINUTE
TOTAL DYNAMIC HEAD/FLOW PER MINUTE
EFFLUENT AND D€WATERING
CAPACITY
HEAD UNITS/MIN 36/16
FEET METERS GAL LTRS
5 1.52 56 212
10 3.05 46 174
15 4.57 35 133
20 6.10 15 57
Lock Valve 23.75'
CONSULT FACTORY FOR SPECIAL APPLICATIONS
Electrical alternators, for duplex systems, are available a Mercury float switches are available for controlling
and supplied with an alarm. single and three phase systems.
e Mechanical alternators, for duplex systems, are avail- • Double piggyback mercury float switches are available
able with or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
1. Integral float operated 2 pole mechanical switch, no external control required.
Standard All Models - Weight 33 lbs. -1/z HP 2. Single piggyback wide angle mercury float switch or double piggyback mercury
float switch. Refer to FMO477.
97 serles Control selection 3. Mechanical alternator 10-0072 or 10.0075.
Model Yolk-Ph Mode Amps simplex Duplex
4. See FM0712 for correct model of Electrical Alternator, "E-Pak".
M97 115 1 Auto 12.0 1 or 1 & 7 - 5. Mercury sensor float switch 10-0225 used as a control activator, specify duplex (3)
N97 115 1 Non 12.0 2 or 2 & 6 3 or 4 & 5 or (4) float system.
D97 230 1 Auto 6.0 1 or 1 & 7 - 6. Four (4) hole "J-Pak". junction box, for watertight Connection orwired-in simplex or
E97 230 1 Non 6.0 2 or 2 & 6 3 or 4 & 5 2 Pump operation, 10 0002.
7. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003.
CAUTION
For information on additional Zoeller products refer to catalog on Combination All installation of controls, protection devices and wiring should be done by a
Starter, FMO514; Piggyback Mercury Float Switches, FMO477; Electrical Alternator, qualified licensed electrician. All electrical and safety codes should be followed
FM-0486; Mechanical Alternator, FMO495; Alarm Package, FMO513: and Sump/- including the most recent National Electric Code (NEC) and the Occupational
Sewage Basins, FMO487. Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
3280 Old Millers Lane Manufacturers of
O OE`LE~ O P. 0. Box 16347 • Louisville, Kentucky 40216
(502) 778-2731 • FAX (502) 774-3624
,j a7& r PUMPS ~NCE /~3~
S T C - 105
SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER/BUYER- Oaf, 4_J G/ k11 C L E}~ ~~h
ADDRESS- Cf y4__ J FIRE NUMBER __2,4 ~
CITY/STATE ZIP- .S^YDG~
PROPERTY LOCAT'I'ON : JW_l/4 ,NW1/4 , SECTION-V , T _:~2N-R / 7 W
TOWN 0F_ H et k.., 0 St. Croix County,
SUBDIVISION Ver 7 e'f 1CS'/;7 i •,o g, /p 77 , LOT NUMBER_...d)._.
Improper use and maintenance of your septic system could
result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three
years or sooner, if needed by a licensed septic tank pumper. What
you put into the system can affect the function of the septic tank
as a treatment stage in the waste disposal system.
St. Croix County residents may be eligible to receive a grant
for a maximum of 60% of the cost of replacement of a failing
system, which was in operation prior to July 1, 1978. St. Croix
County accepted this program in August of 1980, with the
requirement that owners of all new systems agree to keep their
system properly maintained.
The property owner agrees to submit to St. Croix Zoning a
certification 'form, signed by the owner and by a mater plumber,
journeyman plumber, restricted plumber or a licensed pumper
verifying that (1). the on-site wastewater disposal system is in
proper operating condition and (2) after inspection and pumping (if
necessary), the septic tank is less than 1/3 full of sludge and
scum.
I/We, the undersigned have read the above requirements and
agree to maintain the private sewage disposal system in accordance
with the standards set forth, herein, as set by the Wisconsin DNR.
Certification stating that your septic has been maintained must be
completed and returned to the St. Croix Co. Zoning Officer within
30 days of the three year expiration date
SIGNED:
DATE : rY sI
St. Croix co. Zoning office
911 4th St.
Hudson, WI 54016
t
'
STCloo
This application fvzm is to be completed in full and si
the owner(s) of the, property being d gned by ,
eveloped, Any inadequacies
will only result in'delays of the permit issuance. should this
development be intended for resale by owner/contractor s ec~
Douse), then a second form should be retained and completed when
the property is sold and submitted to this office with theI
appropriate deed recording.
a
r r r r s r wig r- r a r r r r-rr r r-----r... r r-r -r r----....---------------------r._ r r r r r r-r-
Owner of property 4- J46,
Location of property Ale 1/ 4 W 1/4, Sectiv;i•- I
T.2 N-_7W<
.Township. ,(t,
yr
flailing address 1644 /7 15k 2 ~ y
Address of site ~r Z
Subdivision name 7 0 -'CS )i j Lot no.
other homes on property? Yes_-.. X_No
Previous owner of property e,~2 h_G,
Total size of parcel yo e~,~f
Date parcel was created =tea
Are all cornors and lot lines identifiable? as No
.4611
its this property being • developed for (spec house) ?„.„_,Yes No
volume;l014 and page 'Number as recorded, with the Register'
of Deeds-.
rr_.rr----.,brrrrrr-rrrrrr.w--------rrrr.n-rr------rrir..----- ter--rr-.{.-r-rr y~+
+ INCLUDE WITH THIS APPLICATION THE rOLLOWING:
A I9ARIUUITY DEED which includes a DOM HT ir-E►- y0..,,.~ Tr a
' z:, ill..aau 2Su:U YAGZ
N-Vl-H3B.R. A THE SEAL or- THE ItEGISTLit ' OF DEEDS. In addition, a
certified survey, ''if• available; ;would be helpful so as to avoid
delnyss of the reviewing process. If the deed description
reCarencaa to a certified survey map, the certified sur'Vey;Hap
shall also be required.
PROPERTY OWNER CERTIFICATION
I(wc) certify that all statements on this form are true to ' the
best.of my (our) knowledge that I (we) am (...e) the owner(s), of }
the property, described in this information form, by v,irtug of`
} v.
Nty ctQecl ~rec its tine
Deed tt5 bocu" of c ed o~ t ice' b at}~eii 0uhty ate inter 4 7
merit: t o t wokikese~itl
o :n the ropasei~ ss o for lie sew a ibis"os~11 sY eM off'' we
oVtalii-bd: uii ,PaseifieHt;. to r
Gcinst~~tct o~ rti ~hc3 an a edcibe `
06
6 t, f~lj tl}i ~ , e~t 4
~recvtcc~a.• iN s~ o ~:ice of Ca~{ai~e ha~iea i~ul
o _SY74 `~!i S"• ytec~ ~{eSi bf deeds fii bociifti~ii q:
5 _
tote of 'ap~ cant
Date of 5 gnature
ate of 8 ghature
DOCUMENT NO. WARRANTY DEED THIS SPACE RESERVED FOR RECORDING DATA
STATE BAR OF WISCONSIN FORM 2-1982
i` 500485 .__014PaGE 478 REGISTER'S OFFICE ~I
ST. CROIX CO., WI
_-Leona. M. Rudesil_1,___a -single person Rec'd for Record
I
JUN 1 0 "1993
~ ~ -
- - and- - - rran:50 M
conveys- wa ts to _-_-I)dn~.el-•~,-_ Lellnan - at 8
Jacqueline...A.-.-Lehman,__husband_and-. wife-----------------s-_ survivorshi Register of Deeds
p- -marital --property--•-------------•----••---
~I
II i_
RETURN TO
~
- _ _ _
the - following-
- described- reak_estate.-
-in- -5t,.-. rPiX--County,
State of Wisconsin: i
Tax Parcel No:
Lot 2 of the Certified Survey Map recorded in Volume "7" of
Certified Survey Maps on Page 1897 as Document No. 430993,
being a part of the Northeast 1/4 of the Northwest 1/4 of
Section 36, Township 29 North, Range 17 West, St. Croix
County, Wisconsin. Ii
i,
ii
This deed is given in full satisfaction of that certain land
contract between Leona M. Rudesill (Vendor) and Daniel E.
Lehman and Jacqueline A. Lehman (Purchaser) dated January 14,
~I 1991, and recorded in Volume 891 at page 84 as Document No.
465721.
I
This is not
homestead property. j
(is) (is not)
Exception to warranties: municipal and zoning ordinances, easements
and restrictions of record and any lien created by act or
omission of Grantee.
li
June 93
Dated this day of -
li (SEAL) G./-~~GC~•.. - - - -----(SEAL)
* - LEONA RUDESILL
(SEAL) ---------------(SEAL) i
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN
SS.
ST. CROIX ......County.
authenticated this ________day of___________________________ 19.._... Personally came before me this day of
June---------------- - 19__...__. 93 the above named
~
Leona M M. Rude s i 11
e
TITLE: MEMBER STATE BAR OF WISCONSIN
u not_
thorized by § 706.06. Wis. Statsau
to me known to be the person who executed the)
~foregoing instrument and acknowledge the same.
THIS INSTRUMENT WAS DRAFTED BY t-_ ~ • CrI
REMINGTON LAW OFFICES -
= 4
~udffi A. Remri'gtori Judith A. Remin to
New Richmond,-- WI 54017 --g-----
Notary Public S-t . Croix County, Wis.
(Signatures may be authenticated or acknowledged. Both My Commission is permanent. (DfX1}6$Xs'lflK7~11Crk[Qkkrt
are not necessary.)
date- 19----•---•)
*Names of persons signing in any capacity should be typed or printed below their signatures.
WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank Co., Inc. I!
FORM No. 2- 1982 Milwaukee, Wisconsin
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page t of
Labor and Human Relations
Div(~ion of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
'
• ieZUISC
Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but COUNTY ST'. C
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned north arrow, and location and distance to nearest road. OL b- NO-19-:30
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
'Z~) N V---s L ~1 V~ N GOVT. LOT NE 1/4 WW 1/4,S 36 T Zq N,R 11 E (orc
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK# SUBD. NAME OR CSM # 118C11
1~6~ \2,'k Rue, Z - CS" v\J~ -IP
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE MOWN NEAREST ROAD
Z3-R~_ ~wt1~ wI svw-L 011s) 68y-Ltg3o V-rN -fwo►v~, c,T,H.°
New Construction Use 14 Residential / Number of bedrooms 7S [ ] Addition to existing building
j j Replacement [ ] Public or commercial describe
Code derived daily flow 14 SO gpd Recommended design loading rate y bed, gpd/ft2 0, S trench, gpd1ft2
Absorption area required WL S bed, ft2 `t Ol3 trench, ft2 Maximum design loading rate o • bed, gpd/ft2 0• S trench, gpd/ft2
Recommended infiltration surface elevation(s) Std PftG E q o>= q ft (as referred to site plan benchmark)
Additional design /site considerations ';R ~CZhl~asj-t) lb'K (.3- tN-Gt2cw~ ~12~"~SuCZL 1$gb .
Parent material SM111I.EVT OU f3'tZ S l# 6r Flood plain elevation, if applicable ~ t al b .1 ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S CZ U L9 ❑ U 05 ❑ U ES ❑ U ❑ S ®.U ❑ S RU
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
Z 11-S1 lt3 `-1Q Y& - S 60, 0 S9 m a s - o•~ o,~
Ground 3 Sl-S 1o teti.Q. Vi c zS11 Si 0W\ m h -
elev.
1~~~•~ ft.
i
Depth to
limiting
factor
Remarks:
Boring #
0 _\Z 1'3-t VZ~ ! z - L Z ~s bk m F c S 2 v o S' o, 6
IQ>-12 31yr - s I wt Sdk MUf~_ eS lv o.y o•S
3 ~6-S'I -).s v' v/C S e16>r o 9 9 m ~ a s oat o$
Ground S y a 3t y S o S 9 wt 1 1
elev.
S ft. y ~t - c- i-sie s~S3' S' o w~ t,► 1. °O
Depth to Y
limiting
factor
tail
54"
S G
Remarks: r O
CST Name:-Please Print ?hone. Arthur L. We e re r 715-42 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI
Signature: Date: CST Number:
d 93-Cl 3 M00576
PROPERTY OWNER ~--E" M K N SOIL DESCRIPTION REPORT Page -'of
PARCELI.D.# 1318- 10-)9- 3D `
w
Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Depth MuDominantnsell Color Mottles Gr
Qu
. Sz. Cont. Color . Sz. Sh. Bed Trench
zLZ - L Z 3bk my fh ~S Z~~ o.S o.b
3
Z 1i-Z~1 ~o ~z- 91 Z _ L Z bk w, v `FI, o S
Ground 3 Z4-29 LD`t R tdc g 1 C S bk w► U f t a S o• ~1 S
elev.
l\ob:l ft. y Z9-S2 ~•S'ia q/. - S dG►- O sg wr ~ ~ S 0 7 o•$
SZ-S$ 7.S '-f2 3 L 'FL -Fs o ss fH _
Depth to S Y s y tz S/ b sic o
limiting
factor
52~
Remarks:
Boring #
o-IO 1~~2 ZLi - L, ~-`F Sb1~ ►~v cs 2.13 `F o. 5 a•L
~ Z ~.o-Zo 1o~t ~ 316 - L Z~Sbk w► c 3 ~ u'F o, s o. 6
fii+•: i k:•: :
3 Zo-33 t~`i 2 3/6 - S Z►n Sbk `n1U `F1.• C S - O S O•
Ground
elev. y _sz ~•S ~2 y/6 - S G►~ S S vn~ cs - 0•-1 d• g
\AZ
6.9 ft.
5 SZSfe \0~11~ b/1 Sy¢ y/G s~cl 04►~ m `~1 - -
Depth to
limiting
factor
SZ'
Remarks:
Boring #
E \j ty
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
PROPC#TyOWNER hNo SOIL DESCRIPTION REPORT Page 3 of~
„PARCEL I.D.# ~t8- l~lq-30
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer&
Yfi;:1J}}}:$j;:~:f
...'Z ) o_~Z lo`-IR ZIZ - St 2 'F s bvc m`~ H as 2- ufi o . S
~ IN. L
Z 12-30 \.oKQ 31y - S1, Z`FSs~ ~ cS l~~ S o-~
Ground 3 30-58 ~.S tiQ Yl6 S (S H CS 5 g Y", cg - 0•-1 0.8
elev.
o-)•y ft. S%-LL -.Q -j z Orly
Depth to
limiting
factor58`
Remarks:
Boring #
1 0-~~ ~~`tQ ZtZ - %I Z• S~vk m~h Cs, Zu~ o-S 0.6
6 Z ~O -IL O `-t r;= 3 t y - S 1) Z 3 hk ti►n C S \ v o. S ` v •
3 t~ -Z 8 ~o R 6 - 6r s 1 Z s ~1~ Yn u h c S 1 o. s L
Ground
elev. 2g-SL ~.S 4 2 we, 6~- o sg `M ~ CS
- b.'7 o•~
5 56-6 t~`1(Z 3!f_ 7`• S C 1 pti„ m~ I - -
Depth to `ia SIB
limiting
factorsb
Remarks:
Boring #
c z - s 11 -7-
0- I bra m-Fr ~s Z~~ a s o.
`7 Z 10`112 31 y - S l l 2`Fg bit w, 'F1r cS \ ~`F a. S u • L
Ground 3 l8 zy IU~tR 316 - C~HS1 Z~'gbVT tinv`~ cs 1u~ o•S
elev. Zq S8 ~.3 `12 Y/ - S qQ- O SS C T - 01 ? 0•
`yob-S ft.
Depth to S x-65 l0`12 3If. -~.Sy2 s!g ~c, pm ~~I - - -
limiting
fact
L
Remarks:
Boring #
>M
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
PLOT PLAN Page k~ of
I
SCALE 1"= 30 '
14 aM - L1., tlo-).4' o~
_ ~ • l'4 mt\ Zb I t" t iz-~1 NJ P t P E
Zoo T* s T
T_ - ago
tTL t101 `I
Q'S 12~
61'
FI ~R ~F l t9h1 floiTOw o f % c Del
t'l.l~.ttps,g~
b~
t 4 LS COR.*JeR LL
~ ,1 8.6 2 0
5 t\b7 -
e1. L
uob _
J
2
a
1
C t:uv~.l~ u~
t~ lsS L n N "we
L, 1106,
g• 3
►vu wIELL -M Bjr-- PUT MST' 25
SO' t'ZU► t 3~0 $ Ps l Per
L.QAsT ZS' FROh 'TAxiks• to ksLllobq
vvtr N t_ 11rL-0,
~A ° S°~L~ l0 8.4
a~~a d << 1
~i lto6 3 g.\ tis~ \0 A
S, y ~Nb
NbsH 6.~_\
tTL ttus q bbl
~Tc. l lobs
Z.
eL W6-
Ft.actpPl.~t~, Ltwill AS
uSr>~~ ay
~Q q3-43
d. c~ G- y- 4'S (715 )42q-0169 M00576
CST Signature Date Signed Telephone No. CST #
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of
labor and Human Relations
Division of,Safery & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
ST. cF~~x
Attach complete site plan on paper not less than 8 1 /2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. O L a- 11~-19- 3 O
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
'Z~1 p•1 t_ l L Qv~ yl h W GOVT. LOT Iv E 114 W W 1I4,S 36 T Zq N.R 1-1 E (or W
i
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # 1 B q
hobo ~2 Rum . Z - CS" Vow 1 P
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE PfOWN. NEAREST ROAD
A+~~- ~w f lv 1-v i -t4 L (CIS) G bL/- y 5130 t'c l~tn wt o~vb c .T. v j. `r 'X of
New Construction Use 14 Residential / Number of bedrooms 7S [ J Addikn to existing building
j J Replacement [ J Public or commercial describe
Code derived daily flow 4 SO gpd Recommended design loading rate o y bed, gpd/ft2 a, S trench, gpd/9
Absorption area required WL 5 bed, ft2 11,10 trench, ft2 Ma)amum design loading rate o • ~ bed, gpd/ft2 0• S trench, gpd/9
Recommended infiltration surface elevation(s) SiZt-_ pft- E LL 6F q ft (as referred to site plan benchmark)
Additional design / site considerations ~~GD►'tYt D 1%'X I; 3' lti-6Rtwr~ ~1Z @SStstt~ $ED .
Parent material 51~IC) ►neVT Olu tM S 9 6r Flood plain elevation, if applicable WO6.1 ft
S = SLiltable for System CONVENTIONAL MOUND "ROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
u= unsuitable for stem ❑ s o u ®S ❑ U 0S ❑ u 10S ❑ U ❑ S ®.U ❑ S NU
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Cons6vnce Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed tench
2 ! Z
o z - L Z sbk ~'~h s Zui o.S 13.6
I vv4
n F Z 11-S1 1 ~`1Q SgGti o s9 m` a s - 0.1 0~~
Ground 3 5~-56 ~e1_tC. q ! cz Still S st ow. m -
elev.
Depth to
limiting
factor
51
Remarks:
Boring #
o_~Z ~o`t2zlZ - L Z`FsbkcS zui o.S o•6
Z 1Z_I(, to'ttZ Sty - s I ~w<Sek ►n~f~ eS 1~F r,y o.S
vA~ 3 16-Sy -)•S YQ Y/C - S dish o 99 rn ck.S - 0-1 o•$
Ground
~.S'-r2 Sly \s O S9
elev. S y -loo o -
1to6. S ft. y \o V! c z s4 a stg S >K
Depth to
limiting
factor
S4"
Remarks:
TName:-Please Print Pie
Arthur L. We e rer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: CST Number:
93-~3 M00576
PROPERTY OWNER ~-t I"L R N SOIL DESCRIPTION REPORT Page? of
PARCEL I.D. # y t 8 - 1079 - 3D
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
k yn v 4• C S Zo•S o•b
Zy-2-9 LD`•C v- "b1` s 1 c s bk wr U F►- c S - e• q o• 5
elev.
Ground rc,
1tiOb.'1 ft. 29
-S2 Gv- O S9 >n S2-SYft 3 L Depth to y s v R S 1b sic o w, ►,1 i -
limiting
factor
52N i
Remarks:
Boring #
o-0 t%wt7 LLZ Sbk rnvi~ cs 2vo•s
Z >e-Zo lo~tt~ 3A - L Z~-3W wn~~. o,s'0•6
i+i4....
S bk W1 U C S - O S O.
3 ZO-3 3 L O `-t 2 j/ b S 1 Z w,
Ground
elev. y _SZ -~•S4tZ Y/4 - tLG►. SS w~~ cs
~~o~•q ft.
5 SZS ~ p~-t tZ 6 11 S y ¢ Y& S lo. ow,
Depth to
limiting
factor
SZ~'
Remarks:
Boring #
~ o'F L 1U
y•• b
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
iEY
Ground
elev.
ft•
Depth to
limiting
factor
Remarks:
SBD-9330(R.05/92)
PROPEMOWN,ER L~~ P1N SOIL DESCRIPTION REPORT Page 3 of~
.PARCEL I.Er# 018- lO1q-30
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Baxxiary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
t o- ~Z lint z[ Z - S Z S bl~ m`f ~s Z v f o• S o, b
\2-3v vzs `LQ -:sly - S 1 Z S e12 1v►`F~ CS 1 u S o- b
Ground 3 3o-S8-S Q Y~L - S 8 6H Ll S 9 h~~ as - 0•"1 a • 8
elev.
y ft. S$-6` 1o`tR qtly SYR s!g sc-l ow, vrl`~~ -
Depth to
limiting
factor
58k
Remarks:
Boring #
o-Lo ZlZ - s 1 Z`FS~k yq cs Zu~ o.S 0,6
3 Z to-~`l \o~-cR 3Ly - S1~ Z`~3bk 1n~~, cs 1v~- o•S 0.6
3 t~--z.g ~o~,tz ~l6 - s 1 Z~ sbk my `Fh c s a s o.l
Ground
elev. q 4tt y/6 _ S Z1 Gv- o 3g rn C S - o•--7 0. fa
W.0•2ft.
5 sb-6 toti cZ 3lc. ~1. ~a Sig
Depth to
limiting
i stobr " .
Remarks:
Boring #
o - to ~oA ~t- Z L 2 - s-, Z ~s bk ~r~L-F r S Zvi a s ' o.
o S o.~.
--7 Z to-t$ 10~ V- 3)y S 1 2`Fg b1z vv1'fv 0-5
Ground `t 3 l$ Zy 1 U~1 R 316 - 6H S~ Z`~ g bk bn V c g 1 v~ o S p.
elev. 14 2 Y/4 - S 4Q- O S5 Yv1 C I - 01 0, 43
`yob-S ft.
Depth to 5-6S tp~It 31t: yQ s!g o tin i - -
limiting
factor r y
Remarks:
Boring
#
>~Zvy4\C•~4\s
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
~_____SBD-8330(R.05192) _
PLOT PLAN Page Lj. Of
SCALE 1"= 30
en4 .S" -ro
cs W' aye - ~t tto~.V av
zoo T* sT. I" Iv-u►v P 1P
381. 94'
tJ
Nt w)-1 - ti
a • 5
b 3 i - 12 -l~l
~Tti`< 1't~t -~v ;o D ono w o F G P/
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