HomeMy WebLinkAbout032-2183-06-000
5 , Ii,:,.,,n-c PRIVATE SEWAGE SYSTEM oitlp
tanp3u:Jrn9,,.I=,.n St. Croix
INSPECTION REPORT Sa^iwyt'='''r+=
GENERAL INFORMATION !Al EACH T O PERMIT] 607016
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m t r I 1 Narc e. : - ry iltag~: .ere:hP 'aCE I:n: NI: Preferred Builders
TOWN OF SOMERSET 032-2183-06-000
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TANK INFORMATION ELEVATION DATA 23.31.19.1554
TYP- 10ANUr ACIUR ,:4LACII" STA. IDN RS H. FS. FI F/
Sepn;, Hen- ir-06
Cbsng
All kill
Aeration Lld.c
Sevoe
Iol:fem
S;: r 11 Inlet
TANK SETBACK INFORMATION sh17 o.n.ei
T/WK 'r a PrL VELL RI DG to Air Imaxe RGP.C rnlnrel
Stolle D: _101lont
Dosing HeadcrtPAar.
Aeration D,st Pipu
Holrnny 30: Svslern
PUMPISIPHON INFORMATION Finn Grade
Manula::lurer
Demand n.. ;Lc r
3Pfo1
Mode, Number
TDn (itt IwImn L05s System Ilead TDH El
F ol::emain Lenyln DI. Diet n: ~,.II
SOIL ABSORPTION SYSTEM
BEDrTRENCH lbid'h Lecctr. Nc 0f T,:--,, PIT DIMENSIONS ri . C Ptt[ 1-:inn J,a I_i;,ud [:-Pt
DIMENSIONS - `
SETBACK SYSTCI,A IG rtL RLC)G ,4'FLL It,KUSI R=AM LEACHING M:m_':,curcr
INFORMATION I _ 7f
/ item CHAMBER OR
UNIT A!c:1nl Nurc:.er.
DISTRIBUTION SYSTEM
4e~per!41,r, la Uisllib.a or
Flpe'. xHa=Svr ,rlc S~,ecinQ _-.t4~.'.u ln•,okc
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SOIL COVER x Pressure Systems Only xx Mound Or At Grade Systems Only
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COMMENTS: e cods dls;aepencizs. a+:n:av_
DtC1Etn: e:ci Inspt•c;un kl Inspc[to-:,n >Y?
Location: ?080 62W 51
1.1 All Ltd Des!:nption -
I Lid<I server enplll =
ever
Plan revision Required? Yes Nu
,1.,e other side for a!ltfitinnal Inlu, rna Son
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Safety a^.d Bwlcings Division
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IIL Type of PcrmiC (f heck only one box on line A. Complete lint It if applicable) -
i pL riter Modification to Cwt me System itxplum)
Ntw iy>Itm YJ Rerlace tent Sys-cm Tn~i:ne t9 1~ur1M i vl I,%,Cncni Only ❑ - -
Prc mus Permit Number and Date Issuco
❑ YL.IT.hcl ❑ . :m
It. ❑ Point Renewal ❑ Ycran Krvivon Change of Je mi 1: sfer In New
lien Lspi=wxt Owner
~IC 1_-vpe of 1 O\'r I V Sv, ±lcm Component Dtvrcc: Ithcck all that appb) -
lJ t`.mP:: n r.l In-0um J Yrr non l l b. ouu.I ❑ At-(,t*ie ❑ M1i -nl>?.t in ofswYn;+Ie soJ Mound 1 ln. of smudste soil
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\ 11. Responsibility Statement- 1, the undersigned assume respon nhility for installation of the PO\\ fS huwlsrlrl the at shed 14mb Yh ens Number
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VIII. County Department I.xe Onl}- Date Issu Issuil Agent Sigttanrr
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as per ~nar ayemen'. plan av.,iaen be ylu,noe'.
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DIVISION OF INDUSTRY SERVICES
_ 3624 CRFEKSI6F I N
` D HOLMEN WI 54636-9466
Contact Through Relay
P $ http:l/dsps.vd.gov/programs, Default.aspx
wvni.vnsconsin.gov
Scott Walker, Governor
Laura Gutierrez, Secretary
November 12, 2013
(:ONDITIONAL APPROVAL,
PLAN APPROVAL EXPIRES . 2020 11-12
Man Review: PW FS-III80 I C
K) AN GARY BI-CHFI.
'-I CANNON VIEW DR
RFD WING Minnesota Sil w,
SITE:
Preferred Properties 3
NISO 62nd Street
Town of somcrscl
Saint Croix ( ounn
NW1+A,\Vv14_s:? I:11\,R19\\
Subdn ision_ (iavin's :Acres - Sowh addition, lot 0
FOR:
Description. Mice Bedroom Mound System ` SIOpinI ;Ite
V ound ComponentManual V'CI. _'.0, SBD-10601-P tN 01!01, R 10+11, Pressure Distribution Ccvnponent
Manual - Ver. 2 U, SBD-Ill i06-P (N 01101_ R 10112), 450 GPD ; 20" depth to limiting condition front original
rade; Maintenance required. liflluent filter
t he. submittal described above has been reviewed for conformance with applicable Wisconsin Adminislratiye Code+
and Wisconsin Statutes. The submittal has been COND[TIONALLY APPROVED This svstent is to be
o nnslructed and located in accordance with the enclosed approved plans and with any component manual(s)
rOvrenced above The owner, as defined in chapter 10101(10), Wisconsin Statutes, is responsible for compliance
r~rth all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s W 06,
-,I'll,
The tollowin,- conditions shall be met during construction or installation and prior to occupancy or toe.
Renfinders
\ samtaq, permit must be obtained fiont the county where this project is located in accordance with
the requirements of Sec. 145,19, Wis. Stalls.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be
made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis.
Stalls.
\ state approved effluent filter is required. Maintenance infonnalion must be given to the owner of
lire tank explaining that periodic cle:uting of the filter is required.
• \ cop,, of the approved pans. specifications and this letter shall be ern-site during construction and
open to inspection by authorized representatives of the Department; which auto include local
impcclul
Owner Responsibilities
• The current ofvner. and each subsequent osctier . I r e receive a copy of this letter incbtdiIIg
instructions relating to proper use and maintenance of the sy:slcur Owners shall receive a copy of the
appropriate operation and maintenance manual and/or owners manual for the PON'TS described in
this approval.
• The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the
POW IS occurs in accordance with this chapter and the approved management plan tinder s. SPS
383.53(1).
In the event this soil absorption system or any of its component parts mal function; so as to create a
health hazard, the property owner must follow the contingency plan as described in the approt cd
plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county fi r
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POW I S.
In taming this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance As per state stars 101 12(2), nothing in this review
,,I all relieve the designer of the responsibility for designing a safe building, structure, or component
Incuirles concerning this correspondence may be made tome at the telephone number listed below, or at the address
on this letterhead
The ahove left addressee shall provide a copy of this letter and the POW] S management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
$iin:erely,
(icrard M Swim
N M TS Plan Reviewer, Division of Industry Services
(608)789-7892 voice''. (608)785-9330 - fax
ADVANCED
Property Owner Preferred Properties LLC Phone: Date: 11101/18
Site Ad ress 2080 62ND ST SOMERSET WI 54025
INDEX
"ally
Page: 2 Site Plan A QED
Page: 3 Manogement Plan DT P T. OF Sk PROFESSIONAL
S E I--. 711.E
Page: 4 Management Plan ntvl-qInN nF INnl ISTRV SERVICES
Page: 5 System Design Summary
Page: 6 Mound Design Worksheet
Page: 7 Mound Design Worksheet
Page: 8 Mound Design Worksheet SEE CORRESPONDENCE
Page: 9 Pressure Distribution Design
Page: 10 Pressure Distribution Design
Page: 11 Pump Design gnwuu~U~
Page: 12 Dose Tank c IV
Page: 13 Tank Specifications RYAN G.
= BECHEL
Page: 14 Mound Material Estimates = D-2263-7
RED WING
Page: 15 Soil Test MN
Page: 16 Soil Test
I G N~R
Page: 17 Soil Test
Component Manuals: SBD-10691-P Mound (N.01/01; R. 10/ 11)
SBD-10706-P Pressure Distribution (N.01/01; R. 10/11)
Designer Signature: Date: 11/1/2018
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Management Plan
f ,r,% management plan rdenhfres operation any maintenance acnat!es necessary, to ensure !Ong term perrcrreance or ya!:r scpnc s; s;wn
l asks that shouts he performed by !ne homeowner are idenUfted. Protessional management tasks must be performed by a hcen su::
ma~Mamer or service provider. however, !t rs the homecivner's resoons,M4ty to ensure all tasks got accomplished in a timely marr;e,
► Keep this Management Plan with your Septic System Owner's Guide.
► Keep copies of all pumping records maintenance activities and repair invoices with this document.
► Review this document with your maintenance professional at each visit, discuss any changes in product use
activities, or water-use appliances.
Management Frequency
My system needs to be checked Designer Required Frequency: Check every 36 months
every 36 months. Slate/local Gov't Req hr equency: Check every 36 months
Design Parameters System Specifications
Number of Bedrooms 2 Septic Tank Manufacturer WIESER
Design Flow (gpd) 450 Septic Tank Capacity 1000
Soil Loading Rate (gpolft) 0.6 Effluent Filter Manufacturer Best GF-10
Standard Effluent Quality Effluent 1 & Model
Biological Oxygen Demand (BCD) 220 mgil_ Pump Tank Manufacturer WIESER
Total Suspended Solids (TSS) 150 mg11 Pump Tank Capacity 646
Fats. Oils, Greases (FOG) 30 mgrs Pump Manufacturer Per Installer
Treated Effluent Quality & Model
Biological Oxygen Demand (Boo) - - mgrl Dispersal Cell Type Mound
Total Suspended Solids (TSS) - mgr/
Fats. Oils, Greases (FOG) - mg11 Pretreatment Unit Description NA
Max Effluent Particle Size (in) 118
Homeowner Mana ement Tasks Professional Management Tasks
Check (listen look) for leaks in toilets and dripping faucets Effluent Screen - Check and clean permanufacturer
Repair leaks promptly. recommendations
Regularly check for wet or spongy soil around your soil Liquid levels - Check sludge/scurrdeBluent levels in all system
treatment area. Contact service provider if issues arise. tanks. Recommend if tank(s) should be pumped Pump all
Control/ burrowing animals (gophers.. groundhogs, etc) compartments every 36 months at a minimum.
Keep bikes, vehicles, snowmobiles and other traffic off Inspect tank inlet and outlet baffles (if applicable)
treatment area. Check drain6eld effluent levels (if applicable)
alarms - Contact your service professional it any alarm Verify pump and alarm system functions (if applicable)
signals. Inspect wiring for corrosion and function (if applicable)
Clean drainfield laterals (if applicable)
Grit Filter - check for lint buildup and clean when necessary . Check event counter/elapsed time meter and evaluate water
you do not have one add one after washing machine usage rate compared to system design flow
Check dissolved oxygen and effluent temperature in tank
Check for surfacing of effluent or other signs of problems.
Can; - ~VaE:e sure that all caps and lids are intact and in Verify inspection pipes are capped and intact
o+aco inspect for damaged caps often. Fix or replace Provide homeowner with list of management results and any
damaged caps. action to be taken
Septic system replacement area: Protect secondary system site from traffic, compaction, etc.
Page 3
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business 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 backup or pending of effluent on the ground surface.
Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any
unsoundidefective access openings must be replaced immediately.
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any
pending of effluent on the ground surface. Pending Of effluent on the ground surface may indicate a failing condition that
requires immediate attention by a licensed septic professional.
Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum
layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than
25% of the tanks liquid capacity.
The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless
provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped v ith an
alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an
impending continuous alarm
Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's
recommendations.
START-UP & OPERATION
For new construction: prior to system operation , check sep6Gpump tanks for the presence of painting products or other
chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected,
have the contents of the tank removed by a licensed septic professional prior to use.
System start-up shall not occur when soils are frozen at the infiltrative surface.
During power outages, pump tanks may fill above normal high water levels for system utilizing pumps. When power is
restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading
the cells. It may also result in backup or surface discharge of effluent. To avoid this situation. it is highly recommended to have
the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the
system to return the pump tank to normal operating levels prior to restonng power
Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the
area within 15 feet downslope of any mound or at grade system or secondary septic system site
CONTINGENCY PLAN
If the septic tank, or any of it's components, become defective the tank or component shall be immediately repaired or
replaced according to the original system design specifications.
If a dosing tank. pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or
replaced with components of the same or equal performance.
If the soil treatment component fails to accept wastewaster or discharges wastewater to the ground surface, it shall be
repaired or replaced by, increasing basal area (if toe leakage occurs). rebuilding the component at the secondary system site,
or removing and replacing biologically clogged absorption and dispersal media and associated piping.
ABANDONEMENT
If the septic system fails and/or is permanently taken out of service. the system shall be abandoned according to approved
abandonment regulations. These include-
- All piping to tanks shall be disconnected and abandoned pipe openings sealed
- The contents of all tanks shall be removed and disposed of by a licensed septic professional.
- Tanks shall be crushed & filled, or removed.
- A septic system abandonment notification shall be submitted to the appropriate local governmental unit.
WARNING!!
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK.
Page 4
System Design Summary
Property Owner/Client: Prricr'ed Pnopeties LLC Parcel ID', '.I ].i '.1S". J✓, fa:
Site Address: 206062ND ST YJMERSF-, WI 54075 Phone g:
DESIGN FLOW, WASTE STRENGTH, TANKS
A. Type of Wastewater: ReudenNal Treatment Level: Effluent 1
Residential Design Flow - a of Bedroane. x iDO GPO x 1500 - m00 GOD
Car,reccial Ocsign Flow, idaW/calculation attachecj: :7)AaAL?t GOD (troarneij GPD
Design Flow: 450 GPO Comments: 2BR Home; 388 POWTS Design by Owner Request
B. Septic Tanklsl: Minimum Capacity - Design Flow X 2.088 Wastewater iecrived by: Gravity
Code Minimum Septic Tank Capacity: 940 Gano's, ns 1 Tanks / CompartmenGSi
Designer Recommended rank Model;sl: WIESER WLP 1000/650 MR
Effluent Filter & Alarm: Jane ji!" can, Elltuenl Filtcr Model: Best GF-10
C. Pump Tank Code Minimum Capacity: 497 Gallons Pun:p Tank 2 (Code Mlnimum~: Gallons
Designer Recommended Min. Capacity: 646 Gallons Pump lank 2 (Designer Req is Gallons
Pump 30.0 GPM Total Head 12.6 ft Pump 2 GPM Total Head ft
Holding Tank(s2 Only: J Minimum Capacity: Residential - 2000 gallons, or 5x estimated daily wastewater flow; whichever is greater
.Minimum Code Required Capacity: Gallon-, in Tanks Holding Tank High Levet Alarm type'
Designer Recommended Capacty: Gallom, :n Tank.
DISTRIBUTION AREA
Soil Treatment Arca Type: Mound Distribution Type: Pressure Distribution-Level
Benhmark 1 Elevation: 100.00 IT Benchmark Location: SEE SITE PLAN
Component Manual 1: SRO 10691-P Around M.01101; 810/12;• Distribution Media: I ,~o~nme Rat Tnw>•,! Pron,cr
Component Manual 7: SOD 1010-PPressure Dlstnbutlon IN.01101; R. 10/12 1/2'.11/2-Aggregate
SITE EVALUATION DATA
Depth to Lim4ine, Layer: 20 in 1.7 It Son Texture: _ Loam
Contour Elevation: 101.25 SHLR: 0.60 GPO/C~
Elevation of Limiting Layer: 99.58 Perc Rate: - MPI
Minimum Required Separation: 36 m l0 ft Soils with -6M Rock Fragments Present? LVas L';w
if yen, dr•u ilia. X imi, end Iavw the kness, depth of wit treatment needed per
Maximum Depth of System Mound in SP5 3AT.a43 and any nddihorml infunn4bnn for addressing me rock fragments
Neasu,ed I and Slap': 2.0 It I. this design.
SOIL ORGANIC LOADING
t. Organic IrxMmo L, $T/: P/rhrUfinenl Unit -Design now X Estimated 800 in a g/L In the effluent x 8.35 1 1,000,000
45C gpd X 220 mglL x 0.35 : 1,Ci20,0 O- 0.83 dos SOD/day
a. Pretreatment Un:t Information Id app4Lable,l: Not Applicable
b. Organic Loading Alfer Pretreatment Of"appllcabfev - Design Flow X SOO in mg/L in the pretreated effluent x 835 : 1,000,000
i
gpd X mg/l. X S.35 s L000,000 - Ibs SOD/day
2. ^r N:nl tmWing Rate to Soil Treatment Area J!bslwyift Soil Treatment Bar,
0.83 IDs BOD/day 852.7 it, C.00097 Ibs/day/it'
_
:omments:ISenchn,vks Iran orpmal SOX test could not be located. Elevations on site plan indicate estimated elevations of previous soil borings
Leath new beocnmarkn. Gopher/molt, activity present o- site at time of design must be co^lro0ed before/after system install to
P4,je 5
Mound Design Worksheet
SYSTEM SIZING: Parcel ID: 032-2183-06
Design Flow: 450 GPD
Soil Loading Rate: 0.60 GPD/ft' -
Depth to Limiting Condition: 1.7 ft
w
Percent Land Slope: 2 de*
Design Media Loading Rate: 1.0 GPD/ft'
DISPERSAL MEDIA SIZING
Dispersal Bed Area (A x B) = Design Flow a Design Media Loading Rate
450 GPD a 1.0 GPD/ft`' = 450 ft`
If a larger dispersal media area is desired, enter size: ft`
A. Select Dispersal Bed Width (A): 10.0 ft con( exceed to feet
Linear Loading Rate - Bed Width X Design Media Loading Rate
10 ft X 1.0 GPD/ft1 = 10.0 gal/ft CM t exceed Toble1
B. Minimum Dispersal Bed Length (B) - Dispersal Bed Area _ Bed Width
450 ftj 10.0 ft - 45.0 ft
DISTRIBUTION MEDIA: ROCK
Rock Media Depth Below Distribution Pipe
0.50 ft (Estimated material quantities found on Mound Materials page)
DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
i. Select Dispersal Media:
ii. Fnter the Component Length: ft Width: ft Depth: ft
in. Number of Components Per Row - Bed Length Component Length (Round up)
ft ft = components per row
iv. Actual Bed Length - Number of Components per row X Component Length
per row X ft ft
v. Number of Rows = Bed Width a Component Width
ft 4 - ft - - rows Adjust width w this is o whole v.
vi. Total Number of Components - Components Per Row X Number of Rows
x - - Components
Page 6
MOUND SIZING
D. Fitt Depth Below Upslope Edge (D) = 3 feet - Depth to Limiting Condition (6" Min.)
3.0 ft - 1.7 ft , 1.3 ft Design Sand Lift (optional): in
E. Fitt Depth Below Downslope Edge (E) = [Bed Width X Land Slope : 100] + -D"
10.0 ft X 2.0 100 + 16.00 in - 18.4 in
F. Distribution Cell Depth (F) - 8" , Nominal pipe size of distribution lateral (t2` for approved produrtsi
8.00 in , 1.25 in - 9.25 in Wonnwt PfW Size adlmted on Laterals slext)
G. Cover Material Depth at Cell Edges (G): 6.00 in 6' Mm. i
H. Cover Material Depth at Cell Center (H): 12.00 in 12-Min.)
1. Downslope Width (1) - (E - F + G) x (horizontal gradient) x Downslope Correction Factor
2.80 ft x 3.00 x 1.06 - 8.95 ft Or ft
J. Upslope Width (J) = (D ~ F + G) x (horizontal gradient) x Upslope Correction Factor
2.60 ft x 3.00 ft x 0.94 ft - 7.37 ft
Downslope Correction Factor: 1.06
Upslope Correction Factor: 0.94
Endstope Horizontal Gradient: 3.00 (MIM11V 13+0 Or JrO)
K. Endslope Width (K) _ [(D + E) : 2] + F - H x Endslope Horizontal Gradient
34.40 in 2 - 9.25 in + 12.00 in : 12 x 3.0 ft 9.6 ft
L. Mound Length (L) - Endslope Berm Width , Bed Length + Endslope Berm Width
9.6 ft + 45.0 ft + 9.6 ft = 64.2 ft
W. Mound Width (W) - Downslope Berm Width - Bed Width + Upslope Berm Width
8.9 ft + 10.0 ft + 7.4 ft = 26.3 ft
Verification of Minimum Required Basal Area
_ _
Sloping Sites B x ( A I i MINIMUM = 750 ft2 (Min. = GPD Loadnr;; Rate)
45.0 ft X ( 10.0 ft + 8.9 ft) 853 ftz i
" Level Sites - B x W MINIMUM - ftZ Win. = GPD Loadng Rate)
ft x ft - ftZ
Pd,te 7
MOUND DIMENSIONS
J I
obs pipes
K
A
W B n
Cam-
Z
I
L
L
A 10.0 ft F 9.3 in j 7.4 ft
B 45.0 ft G 6.0 in K 9.6 ft
D 16.0 in H 12.0 in L 64.2 ft
E 18.4 in 1 8.9 ft W 26.3 ft
Obs. Pipes (1/10th of B) 4.5 ft Absorption Width (A,I) 18.9 it
DISTRIBUTION AREA CROSS-SECTION
TOPSOIL 104.35
d SEED r r,+ r - r.+
I OAMV RACKFILL r 102.58
r
F r ~
r r r ~ D' Aggregate .E
101.25 PLOWS' 8"DEEP
2% PRIOR TO PLACING ;AND
OBSERVATION PIPE DETAIL
Screw-type of F:n,ned grade
slip cap i
TUpsffl cover
I
4 SGH SO P"JC ,npe mm
Top al r pe. ;n Ie'm.^ate at or
a-c ve 5nisr ed grace R f, s'ois spaced
90 degfaes apa't
Inhltrat.0^
iOJnt ~ glillacrr
Flange
Page 8
Pressure Distribution Design
Parcel ID: 0377183-06-
Media Bed width: 10 ft Manifold Connection Type: End
Minimum Number of Laterals in system/zone =QiMedla Bed Width - 41 3] 1 11 X x of zones (Round up!
10 4) : 3] - 1 = 3 - 1 zone(sl = 3 laterals
Designer Selected a of Laterals (optlnnan: laterals 'Can t be less than 2 iexcept in at-wades)
Min. Lateral Spacing: 3.5 ft Designer Lateral Spacing {opucna:f: ft
Min. Manifold Length: 7.0 ft Designer Manifold Diameter see tnb:c s;: 1 1/4 in
Select Or ifice Spacing: 3.0 ft i2. A•ar orirrcc spacing for u-gaoe.+
Select Orifice Diameter Size: 3/16 in forff.ces must be z 6-6. 2 frun roll edge)
Lateral Length = (Media Bed Length - 2 Feet) e N of zones
45 2ft 1 43.0 ft
Number of Orifice Spaces = Lateral Length Orifice Spacing (round down to the nearest whole number i
43 ft 3 ft = 14 Spaces
Orifices per Lateral - Number of Orifice Spaces 1
14 Spaces . 1 = 15 Orifices Per Lateral
Total Number of Orifices = Number of Orifices per Lateral x Nunlher of Laterals
15 Orifices Per Lateral X 3 Laterals = 45 Total Orifices
Recommended Orifice Density is 4.11 ft' per orifice; can't exceed 12 ft 2
Orifice Density = Bed Area _ Total Number of Orifices (Goes not apply to At Grades)
450 ft' 45 Orifke% = 10.0 fti/Orifice
Lateral Diameter ISee Table 61: 1 1/4 in
Minimum Average Head: 2.5 ft
Orifice Discharge Rate: 0.66 GPM per Orifice (Msed a^?oble al
LrLA r
VV r.l• OiL r 1 1.
NI• M' )2 I :2
• VV +t OrF r~
M M oit
nv rr.r oae .v 1
ucr err bvn..
0~3 nT G7]
u. sal i_- 1Vt rxu
• J V _ 0'a (p5 r N~
O! 10 lu
- av -_-oa rer _ pn
Page 9
Pressure Distribution Design
Lateral Discharge Rate ;GPM) = Orifices per Lateral x Orifice Discharge Rate
Check Table 5 to make =w ins urr.: n header lehpth is not o: ce dea.
15 Orifices Per Lateral x 0.66 GPM per Orifice - 9.8 GPM per Lateral
Syztem Flow Rate = Total Number of Orifices X Orifice Discharge Rate
45 Orifices X 0.66 GPM per Orifice = 30 GPM
Distribution Piping Liquid Volume Per Foot iTabte 7r. 0.064 Gallons/ft
volume of Distribution Piping iK of Laterals X Lateral Length X Liquid Volume Per Foot of Piping]
3 X 43.0 R X 0.064 gal/ft 8.3 Gallons
Minimum Delivered Volume = Volume of Distribution Piping X 5
8.3 gals X 5 41.3 Gallons
PRESSURE DISTRIBUTION LATERAL LAYOUT
P 43.0 ft x 3.0 ft 5 3.5 ft
P/2 ft X/2 ft y 3/16 in
C.a u.un
a r fl~CV ft~s = .
Y
l J
P
T1
V x
S J~.
Pale
Pump Selection
PUMP CAPACITY (GPM) Parcel ID: 032-2183-06-071
Distribution Method: Pressure
If pumping to gravity unLef the Gallon per minute of the pump: GPM f10 - 45 gpm)
Minimum system flow rate: 30.0 GPM
Dosing method: Demand Dosing Soil Treatment
TOTAL DYNAMIC HEAD (TDH)
Flevation Difference: 9.1 ft
(Oer,em pump aed frplxsf 6srY.nryo pane
Distribution Head Loss: 3.25 r
Additional Head Loss: f[ ;auo c~.psti cvu~pnerc, et•-. r `a.,Y°...~;
Forcemam Diameter: 2.0 in t
F
Forcemain l ength: 15 ft
Forcemain Friction Loss - Friction loss in Plastic Pipe per FI of Forcemam )from Table 6:) X Forcemain I ermth
Forcemam Friction Loss = 0.79 it
Add Equivalent Pipe Length from pump discharge to soil dispersal area discharge to amount for fit Firm loss if
-r sled. (Estimate by adding 251: to supply pipe length for fitting loss if desired.
Forcemain Length X 1.25 - Equivalent Pipe Length). Use 1.0 far standards
ystems.
0.29 ft x 1 0.29 it
Elevation Difference . Distribution Head Loss \ Additional Head toss - Forcemain Friction Loss = Total Dynamk Head (TDH)
9.10 it . 3.75 It It 0.79 It = 17.6 It TDII
PUMP SELECTION
A pump must be selected to deliver a mini mmn 30.0 GPM at a rmnioaim 12.6 TDH
Pump Model Option 1: Goulds PE41 Pump Model Option 2: Goulds EP04
Performance Curve Performance Curve
VZ1
rrrt wlrv\ rtsr
- - -
Page 11
Demand Dose Pump Tank
!TANK CAPACITY AND DIMENSIONS Purccl D' 032.)18 t-06-000
Design Haw 4`.0 CPC
Code Minimum Pump! ark Capacity: 492 Gal Designer's iainimum'.apacit, 646 Cal
Tank Manufacturer: WIESFR Tank Model: iel-'O001650MR
Capacity from manufacturer: 646 Gallons )mporrant!: Mir Oreg. cail.1.0 m ara faults on this wer:fk
ba,A. S,bzrrru dog o diffeeeof tans model may Ole, fhr pump
Gallons per inch from manufacturer: 17.0 Gallons Per Inch Jloot mrhngi. 6ontoc: desi5ner if changes are naessory-
Liquid depth of tank from manufacturer: 38.0 inches
DETERMINE DOSE VOLUME
Calculate Volume to Cover Pump iThe imet of the ,u:^p -cst be at eaa 4-inches from Ire Wilson of the pump tank B 2 -nches cf ,valor covering the pump u
recommended)
Pump and block height - 2lrches %Tank Gallons Per Inch -A kpni 4 rnrnre emurr- WmP rx rawea by rue ,a erns r mwn
1 10 In + 2 inches! % 17.0 Gallc4•s Per Inch 20a Gallo^s
Minimum Delivered Volume - 5 %Volume of Dtstribunce piping:
lfrom Pressure Distribution worksheet) = 41 Gehins lmimmum dosel
mAs-imrm Pumpout Volume - Design Flow x 20k
450 GPD x 104: 90 Gallons imamirtm dose]
Se:ect a pu^ Pout volume that meets both Minimum and Mammum: 88 Gallons
Doses Per Day - Design Flow ; Delivered Vok.m,,
450 gpd 93 still 5 Dose Per Day
Dranback:
Dar. ter of Forcemain - 2 inches
Length of Funtcmam - 15 feet
Volume of Liquid Per Lineal fool of Pipe 0.163 Gallc%ift
Drainback - Forcemain Length X Volume of Liquid Per Lineal Foot of Prpe
'S it X 0.163 gel/fl 2.4 Gallons
Total Dosing Volume - Delivered Volume • Drainba(.k
98 gel i 2.4 gill = N G:d lo^s
Minimum AAann Volume - Depth of a!amr 12 or 3 w.chesl % alia^s
g per inc^. of tank,
' ~ b. t nlunn A'Fh ucommeMm R: p,e..wri
3 in X 17.0 gal/in ' 51.0 Urdd<erc u-an
Gal!xs r:q rn w:.n~.rrv P'imP <,rnt
FLOAT SETTINGS
Float Separation Distance for Dose:
Total Ibsrng Volume 4 Gallons Per Inch ,
90 gill ? 17.0 gallin - 5.3 Inches
Float Distance Settings measured from bottom of nk): - '
Distance to set Pump Off Float - Pump - block height - 2 inches -
10 in - 2 in = i2.0 !nch~-. Reserve Cap. 177 4n
Distance to set Pump On Float - A 300.6
p Distance to Set Pump-Off Float • Dose Srpara[Un Drstanu A.arm Distance 3.0 m
2 B 51.D
in 5.3 in = 113 I-.chcs Pump On Disiu me 5.3 to C r 90.4
Distance to set Alarm Float - Distance to set Pump On Float r .tlar, Depth Puny Of` 0i5tazrc< 12.0 i s
1, _ D 2040
,in 20 n h-,
Page 12
TANK SPECIFICATIONS
• Minimum cover - G inches; Maximurn cover - 8 feet (unless specified by manufacturer!
• All manhole covers shall extend 4 inches above final grade
• If the tank is within 2 feet of final grade, insulate the lid to an R-Value of 10
• Quick disconnect (Cam-Lock) reachable from final grade (24 inches max) requm_d for pump installations
• If forcemain will have a "J-Hook" assembly, drill a weep hole in the 'hook"
I • Building sewer: No 90's, keep 3 feet between 45's, maintain 1 inch in 8 feet (1%) slope, install cleanow, at tree
building connection and every 100 feel at a minimum
• Insulale building sewer:f less than 2 feet front final grade and under all high traffic. areas (driveways etc.)
VVT rI II ~.u 'rt pa.. Ta
102.90 r I,Tp an - sl - , P s t n' scn
101.00 ~~t~urta \A~
ao.,rr
- I~ Vf2 1tV)K~ 111
L IG//
100.90 97.92 rFa
rv t _ _ _ •1 Ca. Loot
1% Minimum Slope Float Time'.
Imtuu[1.,. p r.:m ly
11 1
~ I
t/- 18 I Ili
i
,I r it l Wtap IIUIe
94.00
P' pump BI«k
WL P1000/650-MR
TANK SPfQF1CATION _
WALL t"
- - SOTTCAI
CO R.
N 1]1" D ;'PrASi CGNCREIL RISER
HE
HE:GH6Hr 51 j oD.
LENU WID T, 110_ D. 1
. .
I- 'All -ATN Ill j 4' EAST t_i BELOW INtCT. 43" CC.
- CA; u0M10 LEVEL'. b"
t II r WEIGHT 14,940 LBS `
m f_) INLET AND WILET:
oil 1' CASt-A-SFAI .400T cW EQUAL GASKET. CAST-A-SCAL DCQT OR CCUAL _IFR v.- I: INLFT AND OUTLET BAFFLE AND FILTEN a
WISCONSIN, SEE DETAIL 010
` Bam.r (OTHER STATES SEE CHART) f
IIWID CAPACITY 26 00 GAL/1N SEP)
I).pp GAMIN efR)UPj Ilia
W
1CP IALy! '.OADiNG DESIGN. e' J' UNSA iuR A'CD SOIL •
C.f .
TANK CAN BE USED AS. Y.
- 1' ts,T SEPnc/SEPI•,C. SEP,Ci
_ OR SEpnC/SVHJ4
vJ .
COVER MIX f DELON /B (NO P R
TANK ■
TANK. MIX I%DESGN p0 STRUCT I,P A. I I-t, ~
iN_E' CUSTOMIZED TANKS:
OuI F' FOR CVSTpM TAWS CONTACT A'L
Imo. ,y' I~ l ti
-JIL
PUMP PAD DRAWINGS SUBMITTED
FOR APPROVAL
SIDE VIEW Arv u'. m: _ _ a'._
IANF', Ak! YANIYA(:I.P+EG TI M111 lA f}pt A .-M -I::J 4c p_I +f 4-`I I'i '-1"-I•,LJLL 'i .
('.t{7e 13
Mound Materials Estimate
parcel 16- 032.7183-06.000 -
A. Rock Volume: (Rock Halo" Pipe . Rock to rover pipe Ij ae: • r r,arr i X Red Length X Bed Width = Volume Ift'!
6 n. + T -12X 45.0 it x 10.0 It 33/.5 it
Divide ft' by 77 it /V& to calculate cubic yards:
33/5 fl' - 2/ = 12.5 yd
Add 20% for mnslructability: 12, 5
yd' X L2 15.0 yd'
For systems using Approved Products: Volume - Product Height X Bed Length x Bed Width
Approved Product: A of Cornporlents needed: (See Mmnd Orsign pope for detailed summary
of companenes needed,,
B. Sand Volume:
Volume Under Ro, A Lwd: Average Sand Depth x Bed Width x Bed Length = cubic feel
1.4 ft X 10.0 it X 45.0 It = 645.0 it,
Upslope Volume: (Upslope Soul fleight x tlpslopc width x Bed Length) - 2 = cubic feet
Ii 1.3 it I) X 7.4 X 45.0 j - 2 = 721.1 ft'
bowm(ope Volume: 10ownslope Sad Height x Downstope Absorption Width x Bed Length I - 2 = cubic feet
it 1.5 ft - II X 8.9 it X 45.0 I+2= 308.8 it
Fnds(ope Volume: Downsloin, So udlfeight x 3 x Bed Width = cubic feet
( 1.5 it - i i X 3.0 ft x 10.0 ft = 46.0 ft'
Total Clean Sand Volume: Upslope Volume . Oowsrslope Volume + Fndilope Volume a Volume finder Bed
221.1 it' 308.8 it 46,0 ft; 645.0 ft' = 1220.9 ft'
Divide ft' by 271`1 '/yd' to calculate cubic: yards: 1220.9 it, + 27 45.2 yd'
Add 10% for constructobility: 4'f.) yd 'X 1.2 54.1 Yd'
C+ Loam Cover Material Volume:
Total Berm Volume (approxi: ((Avg. Mound licight - 0.5 ft topsoil ; x Mound Width x Mound Length)' 2 = cubic feet
i 3.2 0.5 4t X 26.3 ft X 64.2 )+2= 2785.5 ft'
Total Mrnxx1 Volume - Clean Sand volume -Rock Volume = cubic feet
2285.5 it' - 1220.9 it, 331.5 it, = 727.2 it
Divide it by 27 ft /yd' to calculate cubic yards: 727,2 it' a 17 = 26.9 yd`
Add 204 ' for consu actability: 26,9 yd' x 1.2 = 32.3 yd'
D. Topsoil Volume: Total Mound Width X Total Mound Length X 57f-
26.3 ft X W.2 ft x 0.5 ft = 845.7 fir
Divide Why 27 fl'/yd" to calculate cubic yards: 845.2 ft' + 27 = 313 Yd
Add 10% for constructability: 31.3 =
yd' x 71 77-G yd-
-For rough estimation purposes only Final material estimates should be calculated by the plumber/installer-
Pale 14
"11" : . .II Nm, 60•
\ • F.M/w '+F9 130,830 sq. ft.
o ~ ~ 3.00 acres
41 m• °9.~P~r LBO = 939.20
M ,
szr
4. 32.8. F
1\ b4 1 6 6 53• --65.50.
j 49 . 69.74'
129 69 7 k
yg19 P~$' J -03 ~59' h
--:23'42-
5
')9
31 1 ~6 ` JS9 /6 4~7 `0Y9~w~\ `~Ce9eeC~1~0 M1O1
i90 SQ. ft. B 9 ` ?41-23-42•W
0 QcreS Cg \SS 0 843 0~6 h
93220/o >s 642 ~z l°)
/ 1
b/b ryl sa.4~)7, JO q~~4~7 'Fi
9J sp o~~c~ 00 ~?p ? \ M`-04~o
\
y~~ loSc~ o,~~ / 3S~ `
Drainage 6
Easement r N v\ q \
7 a~ 'a 130 810 sq- ft. N
N14£=930.20 9~° / • j `
ao_ ~0\4, ate. 3.00 acres
LBO = 935.00
7 2~ o sa~zn- 80' Temporary Cull-de-soc
h \ rtF Easement (fo be remomd~
4h -1200.71'- upon exteaslar of the rood)
120.46 0107.59' 627.22' 66.45,
s+. 13' N88'56'22"W 237C
LJNPLA 1 f FD LANDS TER OF EASS£
;E USGS NAVD 1988 BASED ON GPS OBSERVATIONS.
REFERENCED TO THE NORTH LINE OF THE NW-1/4 NO OWNLR OR RESIDENT SHALL DO ANYTHING WHICH WOUL
j S. WHICH IS ASSUMED TO BEAR S88'49'S4'E. INTERFERE WITH OR CHANGE THE OPERATION OF THE APPF
r•nuuncuceci~rt- ujATrn no AWAr AAR1 Qrol FRnCInN PI 0
A
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
ttssnc, liu>rt f`~r />a r/L~CjI/ JC_ _
nlnilin);:\ddrrss ~7-JC JS L I
L reA- 41'6 /v 4( Y4.hwu~v ~VbP2
j~ I _T-_.
Pnrl+rtl~' Addrrss rr Cr D0 ~J
(Cehitication required from planning & "Zoning Departnment for new rmuuounn.)
0t.v Stale _ Parcel Identification Number
LECAL DESCRIPTION
Property I uralionO/u)',,~l/_U Sec. 4, T~N R~W, Town of
Subdivision J y C J~ rJ~ fGl L!{ _ _ I rrt lr
Certified Survey Map # Volume Page 11
A\'nrrants' Deed # Cr ! Volume Page tr
Spec house no Lot lines identifiable ( V-5 till
SVSTENI MAINTENANCE AND OWNER CERTIFICATION
Improper use and nuintenance of your septic system could result in its premature failure to handle wa.tcs. Proper
manitenmtce consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you pal intr.
the system call otTect the function of the septic tarn as a treatment stage in the waste disposal system Owncr maintenance
responsibilities are specified in §Comm. 83.52(I) and in Chapter 12 - St. Croix County Sanitary Ordinance.
771e property ossmcr agrees to subnut to St. Croix County Planning & Zoning Department a cerulicatron form, ;tgntrl by nr-
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-silt
wastewater disposal system is in proper operating condition and/or (2) alter inspection and pumping (if necessary), tilt septi, tank J-.
less that 113 full of sludge.
Vscc, the undersigned have read the above requirements and agree to maintain the private sewage dtspo;al sy;lern with tilt
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wh :v,rnrr,
Certification stating Unit your septic system has been maintained roust be completed and returned to the St. Croix aunty Plannim"
Zoning Department within 30 days of the three year expiration date.
[Ave certify that all statements on this 'form are true to the best of my/our knowledge. I/we arrt/are the owner(s) of tilt
property described above, by virtue of a wa uty deed recorded in Register of Deeds Office.
Number of bedrooms
SIGNATURE OF APPLICANT(S) DA'I E
'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & 7.4rmny, Depaitincnt
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the cerldict! survey reap if
reference is made in the warranty deed.
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61st ::a::;.i Deparlmem ul Sir lely and rinlessional Sorvices nt 2
Orvision W Industry Services
SOIL EVALUATION REPORT
In amonlance with SPS 385. ViL. Adm. Cafe County
Attach complete site plan on paper no: less than 8 1:2 x 11 inches in size. Plan must inciude, ST Croix
but not limited to vertical and honionlal ielerence point (B1v11, direction and Vercelli Slope, Parcel I D
scale or dimensions, north arrow', and location and distance to nearest road- i 032.2183-06-UO
Please print all information. Re .wee y Da
ppotiona. il!rrmaa:;n Von Croyide Mat,' 3C' USCa l 5(?COInAIt' ~a"p~SeS •P(ISa Cv LaV:. 5 1t 0411lirr 1'..
Property Owner Property _ocation.
P•oforred Proportios LLC Goa. Lot. NW i; ' • S23 731 N R 19 W
Property owners Mailing Address Lot # Block # Subd. Name o! CSt,7#
206 62nd ST 6 Gavms Aves South Addition
City Slate Zip Code Phone Number ❑ City ❑ Ullaoe M Town Nearest Road
Somerset I WI 15402',___ _ I I Somo•sat 62nd ST
[j Nm ConsInc lion Use U Re:,ufenual~ Number of bedrooms 2 :;ode denvetl design how, r<de 300 GPD
❑ Replacement ❑ Public or commcrue: - Descnbe- _
Parent material Outs:ash Floodplain elevation d apulicable NA it
General comments and recommendations. Additional soil berm: fe acco,epany orig nal sell test and a tow POWTS system tic be located turthet south.
_ 9P ~ ~ oa illy ,ate
❑ viwnu auiia:.e: elev __n. Depth to Iunrling lartor in
Soil Application Rate
Horizon Dufall, Commant Color Reaox Desr;r phoc texr.re SmIcture Consistence Boundary Roots GPDIFP
In- Hl.msell Ou. Az. Con!. Color Gr ::x Sh •Eff#f 'Eff#2
1 -_0-7 1L'VH 3.2 - I Llyr ruin cs 2f-vi 0.6 _C.6
2 7-12 10VR3t3
- I 2msbK mfr gs 11-vi 0.6 T_ 0.8
3 12-20 1UVR 4:3 - I cl 2111sbK I mfr cs - 0.4 0.6
4 20+ 7.SYH 4A :11 7.5YR 416 & cl Orn j mfr - - 0.0 0.0
- - 10YR 5•2
l Boring # ❑ Boring
Pit Ground surface elev. -fl . Depth to limiting factor In
Soil Application Rate
ttorwon Depth Dominant Color Redox Descnptmr Texture Structure Consistence Boundary Roots GPD1Fe
In. Munsell Cu. Az. Con:. Color Gr Sz Sth 'EfF#t •Eff#2
I
i
' Effluent #1 = BOD. % 30 < 220 m9rL and'. SS > 30 150 m rL ' Effluent #2 = BOC. - 30 s 220 in .!L and TSS % 30 s 150 m rL
CST Name (Please Pnntl Signature CST Number
Ryah BCCh01 ~p.IL ~dC1LP.~ 133063'2
.Address Date EvalGation Conducted Telephone Number
i77 Cannon V ew DR, Red Wing. MN 55065 10.31!16 327-0074
SBD-8330 (R04115)
Pan 15
'220
:",r", vsirDepartmealoiComrerce SOIL EVALUATION REPORT :we I of
C ~i; nn. ni Safety and Buildings m accordarre wilt ::mm 85 firs Adm O:Xte Tore Schnh;
ACJ'n:crrc-eis - S P C ::ourry
„M1e pan `
on J ~e' ne! 1e9619a1S M 11 nl.!l'S hl lei.'. Plan muSl $l..".IOIX
incWde. bC, not :ir!ed tc ve,.ica a V ho^.onla 'eiewc( ,o k (Bid}, direct er an: - -
{ Iwr: pe tale u, C nun r,,ce njAs a ri;% d iu y,c and di%ia ce Ic wanst mad Parcel IID 7 ^ g D
Please print all information L
Re'..ew Ry date
r i,[n,A i ..,n i.ro~ w. Ir .*lu iav lr• y, I -..:.rlar: drx~., F nd:r.an. , rS' Ii' IMI, l,
Owner Fropery Locauon
:rand Propertes. L? •ti:r Lot NVv 114 NV1b' c 2. :.1 NF. 19 VJ
Probe Ry Omrer's "ailing Address Lot # Block # Subd Na a or CSM# , 5n J-1-A-
_u_vard 3treeet Sale 300 { E a3avm's Acres Firs: A;f9:ic
ort, `state Zic Code Phone NJmper ! Ccr V.liage ✓ Tm n Nearest Rcad 030
Scme•se: 'Air! 540;15 71~-241-Sgp~ Snmrrse: 62Nc St
! Nev, Construction Use. ✓ Re. aen:a Number of cedreorns Code derived design !Iv, rate GPJ
- Replacement Public er commercial - Descnbe
Parent males JU6vasil Flnod : a r elecaLOn r applicable ~L
- i
I Gerera ccmrrents
ant reccrnmerdatlons Area rs sudabiefor a mo.i-~.7 y ,ten Sys:crr cdevaho s t P,C :..,'s^c clt of ccntcur l.ne establishec at i
's~
99.6c' Slope is
✓ =d Ground Surface elev. 9E S5 G_pt> Ic Ilro ; 'a,-tor 34
'I ant Gealh L'.cmman. 'X~r; -ina Dnscnonon ;>.;urt F-1-.,:. - .'=nca i 3uun:v'; Rr.: -op•It. -
'_I'Ir I 'Eff#2
1 0-5 1"ryr:i.^ none 's trsbk rrncr li as 1` 1.6
- 25 - 1 _'yr4!3 I', r•o^e s `Ii 2csbk ;n.^r <T S 1 C
3 25-34 ? 6yr4;6 1
_ role sc. :'fsn;- - nfr._-- q-
4 34-50 +.5y'14:4 G. i! •S is 'Csg rll T:; l E
53-
C tUyrao S Icsbe. MI -
- I-
I
2 Boring # _ Borino
✓ d Ground S I a..e eie.' 99.43 ft De,lh ,aa.. 23 in Soil :F
•_+.ca!icu Rax
v
-inr-nn 1~,It. :uminant rclcr ~eav. 12~,cnoto 'ecure j S!nl~a..e C:crslste-.:e EI!--ar, RCCM
'Eff#1 'Ef`#Z
1 0-8 1Qyr3.2 none 6 2fsbk m`r as If I 6 8
2 8-16 i 10yr4l4 none sil 2fsbk mfr gw if
6 8
3 15-23 7.51 none si-i 2msok mfr C 1f 4 --.6
i 4 23-45 7 5yr4!6 Is 1csbz mvfr s 1 6
-ivr~'f5
5 45-71C 5y1414 I ' tl,m ; s Uri mf - - E 7 D
- - -
' E19uent #1 = SOD ? 30 <'C,p mg:L and 1 SS T) , 150 mg R ' Effluent #C = F^Dz< 30 mg:. ant 'SS , < a4 mg'L
CS- Name (Please Print; Signature .~1,v CST Number
{y 7C
'nomas J.-Scl:mft/`~cLr-,/ 4__
4.ddreSS Torn Schmitt Care F VaiL'attpr CprdJCleC elebnone NJrrlber
559" 7ird 5:., Nm Rlchrnonc '1J 577:1 416!34 715247-2941
Pr„perry 'owner Grand Prop"es. LP Pafce, ID# Page 2 of 3
❑ Boring0 Borng _
Pit Ground Surface elev 98.50 h• iieptn to iii factor 25 ou FsL-
Il~p.y I. !1rfA' .1C?Inan'.i.¢~ Ft~~9x 25:/FA~00 1ex:WC $CJ:INC 'vOn£ISIBOGB o]pfr:3rv ~'oC+ '~t~~4°
'EI'p 'Ff#2
1 3-9 1Dy,3.2 none t 2fsok rn`.r as if 6 b
2 9-26 10y,41~ none sil 2fsbe Mn _ •I~ gv 1f .c b
3 26-41 ^yr4i4 <j,,~,-r, , le lmsbk rr•.i• cn E
4 45{7 '.Gyf47" t 6.
~~,~.I grls 1esCk mvf' cs I i ".5
- ! T --i
_ - 5v;fi'A
5 5'-80 3Syr414 I of ~
I
Eonn,-, n _ Poring
C P' Grucr: Su °e e e M Dept to hmA no factor Sna a io- ~ztc
-or¢rr Def:!h [,-n c ICw .x J_J ./ai.riL ,9, u__! ~ILrfU4 ,nr._?n GE :T. F-v:.
~ •Efrnt •=_naz
i
Conic b Bonn-.
Pr. Ground SuRaee c!ev tt. Depth to IlTiing `actor in c,,~,•,F,Fiiun~ .,,ua,
.i mn r. a: n L:mi a C..,.. necox :)K, mw ~ ,_a _ ;s:ence ~ Be.•~ art krt's G:ft`
-E"l 'Er`K2
EYldeit i1 = B,):),> 3c < 220 mgA and -SS >3^.< 15" mg•'L ' Effluent K2 = BOD, 3-m7,lL and TSS < 30 mW
-Ihc J:pvcner.: of Commvu- is at: atlaa! oPporomit. en itt pttwidc- and ::nploy_:. I VU Decd WS5 S1anef to access con'iccs or
GOS-26•f-S'""
necd naterA it an altemai;- io-rnat, vita.: conulci the denwmcm at 608-261,.'; 151 or TTY
Page 3 of
Conducted by: Conducted Ibr:
Schmitt Soil & Site Evaluations Name: Grand Properties. LP
'FhonLLs J. Schmitt, CST 227429 Address: ?12 Rivard St. Suite 100
1595 72nd St. City, State. 7ip: Somerset. IiL'T 5402'
Nete Riclunond, )X7 54017
Phonc: %15.24'.2941 Subd. Name: Gavin-s Acres. First Addition
Lot No. (f'*
` 1!4,1;_. _ 1 A. S 2 T 1 N, R 19 XV
Township of Somerset
F31,d F.I. 100.00'
icf~ • r _ -
1ltcmate BM F.I. Fife
slope - ~'D Contour Line F.I. -
o,ty' L L
Li
Scale: 1- - 40' i
it L;,^. ~M
~.r LrNt
~ f
~ ~ rr9.;r.d h I: I i l
tL 1
I_ d
r j ~ JAS -
i
~J INA
'I'bis soil report was dune to fulfill a /using requirement. 1: may or may not he in a location that is
suitable for your use No permanent lot markers were in place when the test was conducted-