HomeMy WebLinkAbout020-1166-40-300
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 582024
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)).
Permit Holder's Name: City Village Township Parcel Tax No:
James Berling TOWN OF HUDSON- 1 020-1166-40-300
CST BM Elev: Ins it t) Elev: BM Description: Section/Town/Range/Map No:
~t) , b boor S 10 1 I 17.29.19.P1027
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTU CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing / Alt. BM G
Aeration Bldg. Sewer
Holding SUHt Inlet
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD DLIaie~
Septic
Dosing Header/Man. /a Q, x
Aeration Dist. Pipe 12
J
q,v3 f3.Z-7
Holding WG o,b7 Z, 2
PUMP/SI
PHON INFORMATION q, d , 3
Manufacturer errand St Cover
GPM
Model Number Q
t !I
TDH Lift Friction s System Head TDH Ft 01 ?.7241
Forcemain Le Dia. Dist. to Well U 7
SOIL ABSORPTION SYSTEM
BEDITRENCH DIMENSIONS Width Length f No. Of Trenches PIT DIMENSIONS No. Of Pith Inside Di~ Liquid Dept
DIMENSIONS G(J~ /
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: L^
INFORMATION CHAMBER OR -j ,
Typ l{'ttf~+ D /1Ql NF7 UNIT Model
R ! W [Nr(/l
DISTRIBUTION SYSTEM W{$ f -
Header/Mandold Distribution Hole Size Ix Hole Spacing Vent to Air lintakp
(s) Ix
_1 LPipe ~ Dia Spacing f U VM_
Length _ Dia
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Pth Over Depth Over xx Depth of xx Seeded/Sodded Mulched
/Trench Center Bed/Trench Edges Topsoil Yes ® No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 451 BROOKWOOD DR h 6 ~ O Ia M ~ ,n pn, QS,.I J d) (m
1.) Alt BM Description = r I ~Y^" rl~~ L/t~[1 v rc t 1
2.) Bldg sewer length = Q
~Y'S J I S t J V i\ ` ` t l
t
-amount of cover
-1/1,014
V v
Plan revision Required? Yes I.V ~ 1/1_7~ ~
Use other side for additional informat n. Date I ctor's Signature - - Cert. No.
SBD-6710 (R.3/97)
RECEIVED Conn
Safety and Buildings Division J`f> rC9l"t
DS, 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.)
P Madison, WI 53707-71i2)
°*stox~t'
,aMMUNil`rnit Application Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to roject Address (if different than mail g address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1 (m , Stars.
1. Application Information - Please Print All Information S~ +
Property Owner's Name Parcel #
Property Owner's Mailing Address Property Location I ~qp n u 7
/ ( I1/ Govt. Lot 1
.or City, State Zip Code Phone Number ~J 1 ,
Section
l
circcone)
v/ T N; R EorW
II. Type of Building (check all that apply) Lot 1 or 2 Family Dwelling - Number of Bedrooms //T Subdivision Name 74 -4 -a
❑ Public/Commercial - Describe Use
a ra; ❑ City of
❑ State Owned - Describe Use I CSM Number El Village of
44L ^ ~ uM d ~Z G1~ A" I W Town of _&z &AgeY)
III. Type of ermit: (Check only one boa on line A. Complete line B if applicable)
A' ❑ New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only Other Modification to Existing System (explain) _/1 74e)
/
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner 7/4,
W. Type of POWTS System/Component/Device: Check all that apply)
JR Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis ersaVrrea ent Area Information:
Design Flow (gpd) Design Soil Application Rate( gp Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation
- 300 ✓ Z. &I
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units c
New Tanks Existing Tanks ri o i w
2 a U Q0 h ~ w C~ o,
Septic or Holding Tank X
Dosing Chamber of
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Si e MP/MPRS Number Business Phone Number
10012&S -41,'dZ# A W, 3 71Z ~Z ;2 -
Plumber's Address (Street, City, State, Zip Code)
14
oVIH,County/Department Use Only
pproved Permit Fee Date Issued Issuin gent Sift re
,KA en Reason for enial I $ / 1
175 0o io z3 /s
IX. ConditMT4ftA.0Rensons for Disapproval t / ^
1 ' Septia'tank, effluent filter and ti~+t G G
..dispersal cell must all bebeservlces / maintained
as per Management plan provided by plumber.
~ Allk.%eg4iir+et~errts.tntlsl; be maintained
p PK cods / o~nsncea.
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 z 11 inches in size
SBD-6398 (R 11/11)
Pg of
Private On-Site Wastewater Treatment System (POWTS)
PLOTPLAN
FILE INFORMATION PROPERTY LOCATION
Owner r~
%4, '/d , Section
T_42~_N, R_Z,~7 E or W
PIN # OCity, OVillage, MTown of
roa two l E ~ c
N 1
W Wall rQ
far J~ ~ ±
B0H0*1 of
S G~ t ~t~ C3/~7 i vJ i~ Sir
-7~p aPra,~r r? )f 9~q JoaO ~e~,c
~ v~L-Full run Valle,.
J44 Cvaai.(°t' f`fer
0obel 81 12
a d~a C/i
a
roo
\ C7 _ 1
62,
? s
f ~
i
+
E
i
F
t
Pg of
Private On-Site Wastewater Treatment System (POWTS)
Index and Title Sheet
Owner's Name:
~~t C.YJ~ic e!/rG~ d t~%
Site address:
Location: Lot , Block , Subdivision/CSM 1 d A d V-0 4/0- AS
being part of the 1/a of the,~]~ '/a, Section _/Z, Town N, Range~W,
Town of oll~So-n , Pierce County, WI.
-
Parcel Identification # C&Q 6_ - 11466
Design: In accordance with Department of Safety & Professional Services (SPS) Wisconsin
Administrative Code ch. SPS 381 through 387 and 391. Design manual (choose one):
❑ Holding Tank Component Manual [VER 2.0, SBD-10855-P (N. 03/07, R. 1/12)]
❑ In-ground Soil Absorption Component Manual [SBD-10705-P (N.01101)]
Contents: Page 1: t7PX 16
Page 2: Pis-1 -J cen
Page 3: C r6sg 1d~
Page 4: 1~er 6ex1s-j $7 Gl! Z`/ -I
Page 5: 2 t°.~ rd r~ ~ Q2
Page 6:r nl~iP ~~°7
Page 7: &2U Page 8:
Page 9: C ~~aT
Attachments:
Plumber/Designer: Deni1 rs 77P1r~~ Signed: Vu4z"
Credential Number: ~V-11 Date:
Pg of
Private On-Site Wastewater Treatment System (POWYS)
PLOTPLAN
FILE INFORMATION PROPERTY LOCATION
Owner r/
~ / f '/a, `S~ `/d , Section
James
T_42?f _N, R_a_E or W
PIN # / OCity,, O/Village, MTown of
41a -,-Fa
r'PO WO t ✓ O
N
S f
~~i~'-~rh5 ~ar~Q
r l~ gM
90f/W of
S,d/nor Qm~~~ i w~2ser
Tap o~ rna., de u 9&q IOdQ .,C
\v/~clll run v4/Y-
a?lvl gal.( /her
Cex"niz;,fe,r
za~e~ ~1~~r" ao sr axis-l~►oJ ~ax3~
O NY \ \
\y.~ 1
\ \ prU~Ctii~~U 7 Q a1Z Oh 0 QW17-11 dr
\ raw o 1P aohes ~QO~)
0
8.3
1,4-61
1- or 2- Family Dwelling In-ground Soil Absorption System (1-cell Conventional)
Daily Wastewater Flow (DWF) of bedrooms x 150 gal/day/bedroom = 60 _gal/day
Design Loading Rate (DLR) or Soil Application Rate = - e gpd/ftZ (per SPS Table 383.44-1, 2, or 3)
Required Distribution cell area = DWF - gal/day + DLR gpd/ftZ = ft2
# Chambers = Required Distribution cell area ft2 + ft2/ unit PISA Chambers
Chamber Manufacturer and Model: ~rl 9 1-MI 140- 01AC -4
Actual Distribution cell area = Required cell area ftZ + ~ ft2/ unit EISA End Cap Pair= ft2
Cross-Section In-ground Soil Absorption System (1-cell):
4" Schedule 40 PVC
vent pipe with vent cap
12 inches minimum
_ ft Final Grade Elevation
76 inches Soil Cover
inch Chamber Height
~ft System Elevation
Leaching Chamber Width
ft to limiting factor
Plan View In-ground Soil Absorption System (1-cell):
Leaching Chambers
m
ft f, URI
4 inch Header Sch..~J/-
~ft with end camps
Draw O for a Vent and for Observation Pipe above. They will be located ehCl ft from the end of the cell.
Vent pipes shall be Schedule 40 PVC and extend at least 12 inches above finished grade.
Observation pipes that extend above finished grade must also be 4 inch Schedule 40 PVC.
`
Page -&-of -2-
VOWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of _Z_
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner er. Psi Septic Tank Capacity al ❑ NA
Permit # Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer N,4
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
Number of Commercial" Units i4 NA Pump Tank Capacity gal JU NA
Estimated flow (average) gal/day. Pump Tank Manufacturer W NA
Design flow (peak), (?Estimated x 1.5) gal /day Pump Manufacturer W NA
Soil Application Rate 'gal/day/ft2 Pump Model IV NA
Influent/Effluent Quality Monthly average" Pretreatment Unit 8a NA
Fats, Oil &,G rease (FOG) <30 mg/L D Sand/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BADS) <220 mg/L ❑ Mechanical Aeration D Wet)and
Total Suspended Solids (TSS) _<l50 mg/L ❑ Disinfection O Other.
Manufacturer
Pretreated Effluent Quality ❑ NA Monthly average" Dispersal Cell(s)
Biochemical Oxygen Demand (BOD5) 530 mg/L ❑ In-ground (gravity) 0 In-ground (pressurized)
. Total Suspended Solids (TSS) 530 mg/L ❑ At-grade ❑ Mound
Fecal Coliform (geometric mean) c10' cfu/100ml 0 Drip-line ❑ Other:
Maximum Effluent Particle Size Y8 inch diameter
* Values.typical for clomestic (non-commercial)-wastewater and
septic tank effluent.
* * Values typical for pretreated `wastewater.
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every ❑ months 9 year(s) (Maximum '3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals one=third (Y3) of tank volume
inspect dispersal cell(s). At least once every 1, ❑ months ayear(s) (Maximum 3 yrs:)
Clean effluent filter At least once every ❑ months :4 year(s)., "
Inspect pump,.pump controls & alarm At least once every ❑ months ❑ year(s) NA
Flush laterals and pressure test At least once every ❑ months ❑ year(s) Br NA
Other: At least once every ❑ months ❑ year(s) l~ NA
Other: At least once every ❑ months ❑ year(s) JV NA
MAINTENANCE INSTRUCTIONS: Inspections of tanks and-dispersal cells shall be, made by an individual carrying one of
the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS_Inspector; POWTS
Maintainer; Septage Servicing Operator. 'Tank inspections must include a .visual" inspection of;the "tank(s) to identify any
missing or broken hardware, identify any cracks or leaks,. measure the volume of combined sludge and scum and to check
for any back up or.ponding-of effluent on the ground surface. The, dispersal cell(s) shall be visually inspected to check the
effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of
effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the
entire contents of the tank shall be removed by a"Septage Servicing Operator and disposed of in accordance with ch.:NR
113, Wisconsin Administrative Code,
The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatement components, and any
other maintenance or monitoring at intervals of 12 months or less shall be performed by a .certified'POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION: For new construction, prior to use of the POWTS check treatment tank(s)-for the presence
of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high
concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System
start up shall not occur when soil conditions are frozen at the infiltrative surface.
Page °P of 8
During power outages pump tanks may fill above normal' highwater levels. When power is restored the excess wastewater will
be discharged to the dispersal cell(s) in one large dose overloading the cell(s) and may result in the backup or surface discharge
of effluent. To avoid this situation-have the contents of the pump tank removed by a Septage Servicing Operator prior to
restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating.the pump .
controls to restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do:-not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of. the, following from the wastewater stream may improve the performance and prolong the life
of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers;
disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat
scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONEMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to
insure that the system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative
Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings •sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their'covers removed and the void space
filled with soil, gravel or another inert solid material
CONTINGENCY PLAN: If the POWTS fails and cannot be repaired the following measures have been, or must be taken,
to provide a code compliant replacement system:
❑ A suitable replacement area has been evaluated and may. be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance- and-compaction .and should not be infringed upon
by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area
will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems
must comply with the rules in effect at that time.
• A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
❑ . The site has not been evaluated to.identify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must be performedto locate a suitable replacement area. If no replacement area is available a holding tank
may be installed as a last resort.to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the
infiltrative surface. Reconstructions of such systems must comply with.the rules in effect at that time.
< <WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY. CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. "DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS;
POWTS INSTALLER POWTS MAINTAINER
Name Name
Phone Phone
SEPTAGE SERVdCING QPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name E.Phone
Phone This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies. This document meets
the minimum requirements of ch. Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.' Use of this document does not
Page ,R of 8
During :power:outages_pump tanks may fill above normalhighwater levels. When power is restored the excess wastewater will
be discharged to the dispersal cell(s):in,.one large dose, overloading the cell(s) and may result in the backup or surface discharge
of effluent. To avoid this situation-have -the contents of.the pump tank removed by a Septage.Servicing Operator prior to
restoring power to the effluentpurrip or contact a Plumber or POWTS Maintainer to assist in manually operating the pump
controls to restore normal levels within the pump tank.
Do not drive or-park vehicles over tanks and dispersal 'ceTls. Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope.-of any mound or at-grade soil absorption area.
Reduction ovelimination of the. following from the wastewater stream may improve the .performance and prolong the life
of.the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers;
disinfectants; fat; foundation drain (sump pump).water; fruit and vegetable peelings; gasoline; grease; herbicides; meat
scraps; medications; oil; ;painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONEMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to
insure that the system is properly and safely abandoned in compliance with ch. Comm 83.33, Wisconsin Administrative
Code:
All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space
filled with soil, gravel or another inert solid material.
CONTINGENCY PLAN`. If'the POWTS fails and cannot be repaired the following measures have been, or must be taken,
to provide e, code compliant replacement system:
0 A suitable replacement-area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replac•#mPnt-area should be protected from disturbance-and compaction and .should not be infringed upon
by required setbacks from existing and proposed structure,Jot lines and wells. Failure to.protect the replacement area
will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems
must-comply with the rules in effect at that time.
D A suitable replacement-area is not available due to setback and/or soil .limitations. Barring advances in PO.WTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
0 The site has not been evaluated torldentify a suitable replacement area. Upon failure of the POWTS a soil and site
evaluation must tie performed to locate a suitable replacement area. If no replacement area is available a holding tank
may be installed as a last resort to replace the failed POWTS.
0 Mound and at-grade soil absorption systems may be. reconstructed it place following removal of the biomat at the
infiltrative surface. Reconstructions of such systems must comply with.the rules in effect at that time.
< <WARNING> >
SEPTIC, PUMP AND,-.OTHER TREATMENT TANKS-MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE..
ADDITIONAL COMMENTS;
POWTS INSTALLER POWTS MAINTAINER
Name Name
Phone:.
Phone
SEPTAGE SERVJCING.OPERATOR..(PUMPER) LOCAL REGULATORY AUTHORITY
Name Agency'
Phone Phone
This document was drafted by the staffs of the Green Lake, Marquette and Vl/au a otonsnnddm n st atttCr3de etlse of this document tdoes tnot
the minimum requirements of ch. Comm 83.2212)(b)(.1)(d)&.(f) af?d-S3.54(°1L l2f . (11 s
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
__gmnes Ber4nC4
Mailing Address
Property Address S®,~
(Venfication required from Planning & Zoning Department for new construction.)
City/State Parcel Identification Number - -
LEGAL DESCRIPTION
Property Location," 1/4 , '/4 , Sec. N R_Z,~ W, Town ofl~lKS'BY7
Subdivision Po r V, 12J C) T S - ~ AnYI>1101~ Lot #
Certified Survey Map # , Volume , Page #
Warrailty Deed # , Volume , Page #
Spec house . yes no Lot lines identifiable yes no
SYS-1EM MAINTENANCE AND OWNER CERTIFICATION
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 pumper. What you put into
the system can affect the function of the .septic tank as a. treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or alicensed pumper verifying that (1) the on-site
wastewater disposal-system is in proper operating condition and/or (2) after inspection and pumping.(if necessary), the septic tank is
less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
I/we certify that:all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warr ty deed recorded in Register of Deeds Office.
Number of bedrooms
SIGNATURE OF APP ~ICANT(S) DATE
***Any information that is misrepresented may result in the sanitarypermit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
Wisconsin Department of Commerce County. $t. C~OIX
Safety and Building Division
Sanitary Permit No: 430180 0
(ATTACH TO PERMIT) State Plan ID No.
Personal Information you provide may ba u4ed for secondary purposes [Privacy Law, x.15.04 (1)(m)).
Permit Holder's Name: City Village Township Parcel Tax No:
Henry, James Hudson Township 020-1166-40-300
CST BM Elev: InsAp. BM Bev: BM 0 do : Sectior✓rown/Range/Map No.
"1 ! V`I ~ td 2- 17.29.19.P1027
TYPE MANUFACTURER CAPACITY STATION BS FS ELEV. 2- 1
Septic ` Benchmark go Of
V Alt BM AV o,
r !
Aeration BI . & er
•$2 ~ S
Holding t Inlet 1764-K q-0-7
gSHt Outlet
27 ~3• `I
TANK TO/SL~ E+ BLDG Vent to Air Intake ROAD Dt Inlet
Septic I ( Dt Bottom
er 4-
Header/Man.
i ~ • 761 q-3• (f -7
Aeration Dist. Pipe 0 0~ V79 C3 TI
~
Holding Bot. System 0
Final Grade ,!X ~ G/• ~y~
Manufacturer Demand St Covu 'G I 0
Model Numb
"tot
e(.J-~A... S YlY
TDH Lift Loss System Head TDH F
740 Length Dia. IS.
L4
Width + Length I No. Of Trenches
/ No. Of Pits Inside Dia. Liquid Depth
SYSTEM TO PJL BLDG WEL LAKE/ST EAM Manufa 1 -
Typfi Of System: C~
L~r L F „7 el Number. "MM 'I dlGl~ 31~
He anifold Dx Hole Size x Hole Spacing Vent to Air Intake
I JPipstribution
i e (s) I ~Lg- i
Length_~ Dia_ Length Dia ypacin
Depth Over r Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center L> Sed/Trench Edges Topsoil I Yes No Fgj Yes EN] No
(Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2:
451 Brookwoooodd~Dr udson, ~Y WI 54 16 (NW 1/4 SE 1l4Y17T29N R19W) Park View iEses ddn. VI Lot 110 ) 17.29_.19-.P,1.0277
1.) Alt BM Description
= f V f 6 W st / „Q~(~(/GcC,~l.. Ct it~~'Q1JL/
2.) Bldg sewer length - amount of cover
Plan revision Required? ( Yes - No - ..~jbt~ lP
Use other side for additional information.
SBD-6710 (R.3107) Date Insepato Signature Cert. No.
' Safety & Buildings Division
Sanitary Permit Application aD~ 201 W. Washington Ave.
NVIsconsin In accord with Comm 83.2 1, Wis. Adm. Code PO Box 7302
Madison, Wl 33707-7302
Department of commerce. Persona6infotmation you provide may be used for secondary purposes
Submit completed form to county if not
[Privacy Law, s. 15.04(lxm)] state owned.
Attach com fete lane to the count co only) for the system, on paper not less than 8-1/2 x 11 inches in size.
County Slate Sanitary P ormit Number D Chec evision to previous application State Plan 1. D. Number
43 p
1. Application Information - Please Print all Information Location:
Property Owner Name a Property Location
r1 1Q
m I M W I MS 1 /4 S 1 Tot 1 N R or W
Property Owner's Mailin Addrc OQ Lot Number Block Number
V1, -0
City." S to Zip Code Phone 2" Subdivision Name or CSM Number
r~uso ,
O / " l-w ~sfia es t
II Type of Building: (check one) ❑ City
I or 2 Family Dwelling - No. of Bedrooms:- O Village
Public/Commercial (describe use): R1'o1XwQ.5o State-owned
III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest R d t
oO
A) I- O New System 2. J Replacement 3. ❑ Replacement of 4. O Addition to Parcel Tax Number(s)
S tem Tank Only Existing System
- / Qa Y(S B) Permit Number Date ailed
O A Sani Permit was previously issued
IV. Type of POWT System: (Check all that apply)
iMislon-pressurized In-ground O Mound O Sand Filter O Constructed Wetland
O Pressurized In-ground ❑ Holding Tank O Single Pass O Drip Line
❑ At-grade 2 t t Aerobic Treatment it ❑ Re irculating Ot r.
S
V Dis ersaUTrea ment Area Information:' -
1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application S. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) EI a 'on
GO .0 85 ri V , ~ 93.00 78,0c)
VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
T ks Tanks l+~bbK----'
• ❑ ❑ a ❑
ee-
(2, 0) - o a o 0 0
VII Responsibility Statement.
t the undersigned, assume res nsibilit for installation of the POWTS shown on the attached plans.
Plumber's Nam ) mber's Siirj (n - MP/MPRS No. Business Phone Number
~ZD go a M ee.~ te; Plu
Plumbers Addddress (Street, City, State, Zip Code
/Y 61" nnrly
/
141
VIII County/Depart nt Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued 1 uin gent,Sipature o stamps)
Approved O Owner Given Initial Adverse Surchiirge Fee)
Determination 2'"-"_ 23
IX. Conditions of Approval Ateasons for DisapprovalV .
~,49 "~~4
1,04 IC~ - 6e
a 11 - - ~ ~.ef~3
lm.-.e~a.r. /l4/l" _ :'n ~_.uu.m~.e3 lea': .
AMP
3x87.sa
So'
Caul 1 ~uN lloluc pdd,~y ~i ~ 4 -ICD
,-S IWOy~) AI fi Q t'►pwX 'T p o~
9 t 93
~Z~ DlL3S~ ~ ' Cl~ed= IUO~o
Wisconsin Department d Commerce SOIL EVALUATION REPORT Page I of (D
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Eval s
Attach complete site plan on paper not less than 81A x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), drection and St Croix percent slope, scale or dimensions, north arrow, and location and dstance
to nearest road. Parcel I. D. 020-1166-40-300
Please print all information. R By Date
Personal reformation you pvAcla i W be useilfOlfSe=WWY. PWP I~^r~Y Law, s 15.04 (1) (m)). 3 I0
Property Owner Property Location
Jim & Barb Henry Govt. Lot NW 19 SE 19 S 17 T 29 N R 19 W
Property Owner's Mailing Address ? r . ; Lot # Block # Subd. Name or CSM#
451 Brookwood Drive 110 Parkview Estates 4Th Addition
city )State `Zip Code 'priors Number ' _j City _j Village~1 Town Nearest Road
Hudson 170t'°-14016 215.-3W- 1 20 Hudson Brookwoood Drive
New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
N` Replacement Public or cammerc ial - Describe:
Parent material Glacial outvvash Flood plain elevation, if applicable na
General comments
and recommendations: Install 2 trenches at elev. = 93.00' using 28 leaching chambers. Each trench to be Tx 87.50' using 14
chambers per trench.
a Boring # Boring
Pit Ground Surface elev. 98.27 R. Depth to limiting factor >121" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etr#1 *EflW2
1 0-12 10y2/1 noone sit 2fcr mvfr as 2f 0.5 0.8
2 12-22 10yr414 none sl 2msbk mvfr ce - 0.5 0.9
3 22-27 7.5yr4/6 none gr Is 0 sg ml gs - 0.7 1.2
4 27-53 10yr5/6 none gr s 0 sg ml aw - 0.7 1.2
5 53-121 10yr6/4 none sjqj. it 0 sg ml - - 0.7 1.2
93.0 / q ~ ro3 •L5/ H #3 contains • approx. 15% gr., #4 contains approx. 10% gr.
• 2 ~
❑ Boring # -J Boring
Am Pit Ground Surface elev. 97.88 ft. Depth to limiting factor >118" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •012
1 0-19 10y2/1 noone sit 2fcr mvfr as 2f 0.5 0.8
2 19-33 10yr4/4 none sl 2msbk mvfr cs - 0.5 0.9
3 33-40 7.5yr4/6 none gr Is 0 sg ml gs - 0.7 1.2
4 40-58 10yr5/6 none gr s 0 sg rn aw - 0.7
5 58-118 10yr6/4 none s 0 MILli - - 0.7 1.2
H . 10% gr.M a 10% gr.
• Effluent #1 = SOD 30 < 220 mg/L and T >30 < 150 mg4 02 = BOD < 30 mg/L and TSS <-W mg/L
CST Name (Please Print) S re: CST Number
James K Thompson Z- 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane Osceola WI 54020 6252003 715-248-7767
scale:
A N
R~s CO
weig,
ss u.~ed a tad: lao.QD'
Exi~fi~~qq ~
Ib. l3 M 1 o S.T '~bQ°^ Gana
eS~lsncG
ho/? CaK+'• ¢rJ! = 98.5+x' ~.wi
i d tc~'
eX;,b•~g ~ c~~o a . pat
elect: a-6 owtls,E
9s~ 9l = Crag a 6
01
i -w .4)0 ,
~ 0. p , Sy s4xm W e~+
J
■ s
8z
no ae
pMCc Qf le Slope
arm
Area.
J
83
f 1
v
N
PO.3 of'3
Property Owner Jim & Barb Henry Parcel ID # 020-116630-300 Page 2 of 3
Boring El id # A Boring
pit , Ground Surface elev. 97.63 ft. Depth to limiting factor ->I 19" In. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Bourxtary Roots QPDfiF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-16 10yt2/1 noone sil 2fcr mvfr as 2f 0.5 0.8
2 16-27 10yr4/4 none sl 2msbk mvfr cs - 0.5 0.9
3 27-34 7.5yr4/6 none gr Is 0 sg ml 98 - 0.7 1.2
4 34-80 10yr5/6 none gr s 0 sg ml aw - 0.7 1.2
5 80-119 10yr6/4 none s 0 sg ml - - 0.7 1.2
cc~' Q3.a~
H #3 contains approx. 15% gr., 14 contains approx. 10% gr.
/q i • S(o
❑ Bceng # ,J Boring
f Pit Ground Surface elev. ft. Depth to limiting factor In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
iGPDMF
n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •E111111 "Eff#2
E Baft # Boring
_f pit Ground Surface elev. ft. Depth to limiting factor in. Sod A tion Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cant. Color Gr. Sz. Sh. "Eff#1 GPD/fF
•Eff#2
Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 <i.30 mg/L and TSS <_0 mg/L
The DePwIment 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.
nomlanooe ""x°"51" APPLICATION FOR SANITARY PERMIT
DILHR PL COUNTY
°0USrR E"T°F ( 6 67) / UNIFORM SANITARY PERMIT #
-Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8'/2x 11 inches in size.
-See reverse side for instructions for completing this application. PLEASE PRINT
PROPERTY OWNER MAILING ADDRESS
if 4e--e BOA- Z__
PROPERTY LOCATION ti~~0h 4VI,5
W1145F-4A S , T.29, N, R a(or) TGlA{p1.BF: 'S yo/
LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST ROAD, LAKE OR LANDMARK STATE PLAN I.D. NUMBER
? Bia
TYPE OF BUILDING OR USE SERVED I P,
1 or 2 Family Number of Bedrooms: 3- Public (Specify):
THIS PERMIT IS FOR A:
56 New System ❑ Tank Replacement 11 Repair
Replacement Soil Absorption System ❑ Revision ❑ Privy
❑ Alternate System ❑ Reconnection ❑ Petition for Modification
IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK.
Seepage Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank
System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy
❑ Existing, For Which A Previous Permit Is On File, Permit # issued -
ED An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions.
Total #of Prefab. Site Steel Fiberglass Plastic
Gallons Tanks Concrete Constructed
Septic Tank Capacity pO
Lift Pump Tank/Siphon Chamber
Holding Tank capacity
Manufacturer j&j'&,w,
IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound ❑ In-Ground Pressure
A/A Total *of Prefab. Site Steel Fiberglass Plastic
Gallons, Tanks Concrete Constructed
Septic ank Capacity
Lift ump/Siphon Chamber
Ma facturer:
LRCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY:
tes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet):
"3 & % Private ❑ Joint ❑ Public
1, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans.
Name of Plumber (Print): Signature: MP/MPRSW No.: Phone Number:
D,(44 I z (z y-r 3 z 3
Plumba Address: Nameof Designer:
e#
COUNTY/DEPARTMENT USE ONLY
Signature of Issuing Agent: Fee: Date: ❑ Disapproved
WaA,~& I j ~i, ❑ Owner Given Initial
O a y IXApproved Adverse Determination
Reason for Disapproval:
Alternate course(s) of Action Available:
DILHRSBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDING:
l,,ABOR
SO 8i HUMAN RELATIONS
P
P.O. . BO?f~ 7969 ` PRIVATE SEWAGE SYSTEMS DIVISIOP
MADISOAr, WI 53707 BUREAU OF PLUMBIN(
A a CONVENTIONAL ❑ALTERNATIVE State Plan 1. D. Number:
❑ Holding Tank ❑ In-Ground Pressure ❑ Mound if aser9ned)
NAME OF PERMIT HOLDER; ADDRESS OF PERMIT HOLDER: INSPECT: N DATE: If F(
Sam Miller Trout Brook Road, Hudson, WI S J'oo
BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN:
REF. PT. ELEV.: ACST REF. PT. ELEV.:
NW SE, Sec.17,T29N-R19W,Town of Hudson,Lot#110,ParkView Est. IV
Name of Plumber: MP/MPRSW No.'. County: Sanitary Permit Number:
Douglas Strohbeen 5432 St. Croix 54966
SEPTIC TANK/HOLDING TANK:
MANUFACTURER:
LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET PEE V.: WARNING LABEL LOCKING COVER
r~ p a w e a / ~y P OV OED: PROVIDED:
BEDDING: YES ❑NO ❑YES ❑NO
VENT DIA.: VENT MAT HIGHR WA NUMBE R OF ROAD: ROPERT WELL: UILDING VENT TO FRES F
{ ~ ALAM E 51 T F ROM LI E:.a AIR INLET:
YES ❑NO I e. ❑YES ❑NO EAREST o/\
D S G CHAMBER:
MANUFACTURER: BEDDING: LIQUID CAPACITY PUMP MODEL. PUMP/SIPHON MANUFACTURER. WARNING LABEL LOCKING COVER
PROVIDED: PROVIDED:
❑YES ❑NO ❑YES ❑NO ❑YES ❑NO
GALLONS PER CYCLE: IPUMPAND CONTROLSOPERATIONAL: NUMBER OF PROPERTY WELL BUILDING. V NTTOF SF
(DIFFERENCE BETWEEN FEET FROM LINE AIR INLET
PUMP ON AND OFF) ❑YES ❑NO NEA ST
SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing LENGTH uIAMETER MATERIAL AND MARKING
or excavation. (If soil can be rolled into a wire, construction shall cease until the soil is dry enough to continue.) TMF0RCE
AIN
CONVENTIONAL SYSTEM:
BED/TRENCH WIDTH' LENGTH: TOF
IND OF DISTR. PIPE SPACING: COV R JINSIDE OIA : *PITS: LIQUID
DIMENSIONS M L. PIT DEPTH:
AVEL DEPTH FILL OE H DIST IPF DISTR. PIPE DISTR. PIPE MATERIAL NO. DISTR. LIMBER Of ROPERTY WELL: BUILDING: V NT TO FRE51
BELOW PIPES BOVE VER: ELEV. INLET ELEV.
EN PIPE LINE : AIR INLET:
9! / i J FEET FROM
(0 D NEAREST---- r Z71. 5-1
UR
MOUND SYSTEM:
Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM
and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA-
meets the criteria for medium sand. TIONS MEASURED.
❑YES ❑NO
OIL COVER TEXTURE PERMANENT MARKERS: OBSERVATION WELLS,
❑YES ❑NO ❑YES ❑NO
DEPTH OVER TRENCH/BED DEPTH OVER TREN H/BED DEPTH OF TOPSOIL: SODDED-. SEEDED: MULCHED:
CENTER EDGES:
❑YES ❑NO ❑YES ❑NO ❑YES ❑NO
PRESSURIZED DISTRIBUTION SYSTEM:
BEDlTi1Q111G}f WIDTH: LENGTH: ENF
LATERAL SPACING: GRAVEL DEPTH BELOW PIPE: ILL DEPTH ABOVE COVER:
DIMENSIONS. '
MANIFOLD PUM DISTR. PIPE MANIFOLD MATERIAL: NO. DISTR. DIS R, I DISTRIBUTION PIPE MATERIAL d MARKING
ELEVATJpN AN :
ELEV.: ELEV.: ELEV.: PIPES: DIA.; DISTR1gU.IDN
1NFOBMATIDI!(. HOLE SIZE HOLE SPACING: DRILLED CORRECTLY: COVER MATERIAL: VERTICAL LIFT CORRESPONDS TO APPROVED
PLANS:
DYE ❑NO ❑YES ❑NO
COMMENTS: PERMAN NT MARKE S: OBSERVATION WELLS: ;WISER OF PROPERTY WELL: BUILDING:
fT F110M LINE:
❑YES ❑NO ❑YES ❑NO NEAREST
Sketch System on Retain in county file for audit.
Reverse Side.
SI NA U E: ITL .
DILHR SBD 6710 (R. 01/82)
Form - S T C - 104
AS BUILT SANITARY SYSTEM REPORT
OWNER ,s o v~ r ~I p TOWNSHIP _t(001 p h SEC. 1 7 T I N-R I W
ADDRESS rl rO k Z S ST. CROIX COUNTY, WISCONSIN
Jul k ~l s i n w r 5 G on (fl
S ror ~
SUBDIVISION p,~,~ n V P/w LOT (r b LOT SIZE.
P-5 ~a f cti
PLAN VIEW
Distances and dimensions to meet.requirements of H 63
SHOW EVERYTHING WITHIN 100 FEET OF.SYSTEM
r
rwro C) try
Al ."74 L-. IL L r n r► 40 pc
Q c7 p
5 ~
A 13 Al Al 12- it-
-we// v
G 0~n1' ~-a v
/I f
c.lr7 1 i, v
4 z t U Noksr , T
40
3-Z
' Iki l-F2~
INDICATE NORTH ARROW
0
LA -
tj.
opt a 1 P , I I
I IN ~ ~
r
Cl
I ,
LA r (,I -
t t
t ,
U r a p TTI
C
Q P
8
5..
~ '?o p 4 Go
9 -
w 9 n ril
rr,
N Air°'' - t.A
~
o A tl P
o s s- J
-~j
0 o 70
Olt
o f
v 04 i
. I
0
IF {
~f
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k r
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N F I
i - i
izv
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t ~ rti u i
JLT-
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DEPARTEhi 40 PORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRY,' DIVISION
''4- t/61,
LABOR AN P.O. BOX 7969
HUMAN FIB IONS ERCOLATION TESTS (115) MADISON, WI 53707
/ps 9 , r (H63.09(1) & Chapter 145.045)
LO AT 0 E TOWNSHIP/My0-9-IPgMTY: OT NO.:BLK. NO.: SU DIVISION NAME:
JAW w l~' pry
COUNTY: AME: MAI Lt A DR SS:
, ` w ~ el, o WES• s K401~
USE
DATES OBSERVATIONS MADE
7-5B DBMS: ~~7.4 SC PTIO PROFILE DESCRIPTION OLATION TEST11
Residence ii ❑Replace
7-grS/ /
RATING: S= Site suitable for system U= Site unsuitable for system
ONVEN 1 NAL: MOUND: IN-G N ESSURE: S STEM-I -FILL OLDING TANK: RECOMMENDE SYSTEM:(optional
QS ❑U &S ❑U S CDU ❑ S IRU ❑ S [MU
If Percolation Tests are NOT required DESIGN RATE- If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: Ftoodplain, indicate Floodplain elevation: ~
P FI E DESCRIPTIONS
BORING -IOTA-L#,- P H T R UND ATER-IMeMCS CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH +W ELEVATION OBSERVED EST.MgH TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- 7P ?7 la61-f .7 AM s/, .S~5.,/1~3•(0,finCS4-wkJ
• V
6A
B-.Z ,f' 7 f, /•,t 8/s/, . 6vIIs/~ .7,ls,,S6nCS~•rJ
/I 01L 0A gg A.
. o A c r ,I- r{ cb
B- :7-J r, • r d a 7 /i A 3 an-r 6 I ~ An /S/ Ah CS•t~r.
css~Y~r.
,O/-J/, , Ewa 1 o 4f,% 7
rB---T
PERCOLATION TESTS
EST DEPTHI WATER IN HOLE TEST TIME DROP 1 WATER LEVEL-INCHES RATE MINUTES
NUMBER MWjdgS- AFTERSWELLING INTERVAL-MIN. p t ql PER INCH
P- o z
P-
P- /P 62 C2 -3
P-
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori•
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION
r
s
s t I
TN
f r r
ems.