HomeMy WebLinkAbout2004-08-09 WC Pumping ReportContractor Name:
Street Address:
Po Box:
City /State /Zip:
Phone:
Owner Name:
Address of Pump Site:
City /State /Zip:
Pumping Date:
Septage Disposal:
❑ MWCC Dumpsite
Landspread
DEPARTMJ. , l OF PUBLIC HEALTH ANb r;NVIRONMENT
14949 62nd Street North, PO Box 3803 =Stillwater, MN 55082 -3803
Office 6511430 -6655 TDD 651/439 -3220 * Facsimile Machine 651/430 -6730
RON'S SEWER SERVICE
1053 - 120' STREET
ROBERTS WI 54023
1-715-749-0153
Type of System: (check one)
Mound: ❑ Trench:
Other: ❑
Specify:
Gallons Pumped:
# of Septic Tanks:
Lift/Pump Station: Yes ❑ No O
1
WASHINGTON COU'Y
c�
Comments if more than two (2) tanks:
Q: 1SHAREISeptic \FumpingReport.frm djc May 25, 2000
PUMPING REPORT
Visual inspection (note any problems with system ):
Septic Tank Number 1
Tank Type: Pre;t �� Block Plastic
Tank Capacity: M1- ry A
Was tank hatch/Manhole removed
for cleaning: Yes , p / No ❑
Check yes or no on the followi
Inlet Baffle: Yes p No ❑
Outlet Baffle: Yes 9 No ❑
24 Inch Tank Hatch: Yes No ❑
Watertight: Yes No ❑
(per above grade visual inspection)
MPCA License #:
M 'ling Address If Different From Pump Site
Septic Tank Number 2
Tank Type: Precast Block Plastic
Tank Capacity:
Was tank hatch/Manhole removed
for cleaning: Yes ❑ No ❑
Check yes or no on the following:
Inlet Baffle: Yes ❑ No ❑
Outlet Baffle: Yes ❑ No ❑
24 Inch Tank Hatch: Yes ❑ No ❑
Watertight Yes ❑ No ❑
(per above grade visual inspection)
•
Inspection Measurements only
Top of sludge Iayer is 12" or less from bottom
of outlet baffle Yes ❑
Bottom of scum Iayer is 3" or less to the bottom
of the outlet baffle Yes ❑
No ❑
No ❑
If either box is checked "yes ", the system must be pumped
Note: This does no serve as a compliance inspection.
FEE $10.00
Location
Location
FOR per/ .4
PROFESSIONAL SOIL TESTERS
SINCE 1977
EARTH SCIENCE
20620 JUNG) AVE. NO.
FOREST LAKE, MN 55025
S" . 774 ./C.41 •
LOCATION 5 a 7 0 _ '7 s c e - ..# / - c ,
54:107 -, e- exi'•41 its / 0.,,I
n Tt-v� ,ti 7 5 A �+
THE RESULTS OF THESE SOIL TESTS DOES NEITHER APPROVE OR ' 7-4a 6ti:5
DISAPPROVE THIS SITE AS TO CONSTRUCTING A STRUCTURE OR
INSTALLING AN ONSITE SEWAGE TREATMENT SYSTEM:
THIS TESTING INFORMATION SHOULD BE SUBMITTED TO THE
APPROVING OFFICIALS FOR REVIEW AND APPROVAL, WHILE THE
TESTING AREA IS STAKED CLEARLY ONSITE FOR INSPECTION:
Sri /, w.4 7e , ..0 4 . S 8 a
BY: - H. WEAVER
MPCA. C E RT:
NO. # 551
DATE: 8Dd .• Re
MRS. DELLA OVERTURF
5272 STAGECOACH TRAIL
STILLWATER, MN. 55082
8 DEC'1987'
RE: SOIL BORINGS - PERCOLATION TESTS - SEPTIC SYSTEM DESIGN
SYSTEM UP GRADE
LOCATION: 5272 STAGECOACH TRAIL - CITY OF OAK PARK HEIGHTS
DEAR MRS. OVERTURF
EARTH SCIENCE
20620 JUNO AVE. NO.
FOREST LAKE, MN 55025
AT YOUR REQUEST SOIL BORINGS AND PERCOLATION TESTS WERE
CONDUCTED ON YOUR PROPERTY LOCATED AT 5272 STAGECOACH TRAIL
NO. IN THE CITY OF OAK PARK HEIGHTS.
THESE SOIL TESTS WERE CONDUCTED TO DETERMIN THE SOILS
SUITABILTY FOR INSTALLATION OF A NEW ONSITE SEWAGE TREATMENT
SYSTEM TO TREAT WASTE WATER / DISCHARGE FROM THE EXISTING FIVE
(5) BEDROOM STRUCTURE ON THIS SITE.
THE EXISTING SEWAGE TREATMENT SYSTEM IS A TWO (2) TANK
SYSTEM WITH THREE (3) DRAINFIELO TRENCHES.
THIS SYSTEM WAS UPGRADED BY ADDING THE THREE (3) DRAINFIELO
TRENCHES ON OR ABOUT 1975 - 1976.
THESE EXISTING TRENCHES WOULD BE CAPPED OFF AND LEFT TO DRY
THE SOIL BORINGS CONDUCTED IN THE TEST AREA, INDICATE A WELL
DEEPLY:DRAINED FINE LOAMY SAND SOIL. NO SEASONAL SATURATION
ZONE OR LAYERS WERE ENCOUNTERED IN THESE SOIL BORINGS.
TWO PERCOLATION TEST HOLES WERE CONDUCTED IN THE TEST AREA.
AVERAGE PERCOLATION RATE OF THESE TWO TEST HOLES HAVE A RATE
OF 13 MPI.
A STANDARD INGROUND ONSITE SEWAGE TREATMENT SYSTEM CAN BE
INSTALLED INTO THIS TEST AREA. THIS NEW SYSTEM WOULD USE
DROP BOXES ON EACH TRENCH, THE TRENCHES WOULD FOLLOW THE
EXISTING LAND CONTOUR.
~
. ^
THE EXISTING TANKS WOULD ALSO BE USED IN THIS SYSTEM UP
GRADE. THESE TANKS SHOULD BE PUMPED, CLEANED AND BAFFLE
PIPES INSTALLED IF NEEDED. A CLEANOUT MANHOLE SHOULD BE
INSTALLED ON THESE TANKS FOR FUTURE PUMPING, CLEANING AND
INSPECTION.
A CONTROL JUNCTION BOX SHOULD BE INSTALLED TO CONTROL THE
EFFLUIENT FLOW INTO THE TWO SEPERATE TREATMENT AREAS (SEE
SITE LOCATION SKETCH. (THE EXISTING JUNCTION BOX MAY BE USED
FOR THIS PURPOSE IF AN OUTLET OPENING IS LEFT ON THIS BOX TO
INSTALL LEAD PIPE FROM BOX INTO NEW TRENCH SYSTEM).
THIS DESIGN IS BASED UPON A WASTE WATER FLOW RATE OF (5)
BEDROOMS AT 750 GPD'
THE USE OF 18"IN. OF FILTER ROCK UNDER THE PIPE HAS REDUCED
THE OVERALL INSTALLATION OF THE TRENCH SYSTEM FROM 950 SQ.
FT. TO 760 SQ. FT. (254 LN. FT.)
IF A PIPE IS FOUND LEADING FROM THE DRYWELL DOWN HILL TO
WHERE THE EFFLUIENT IS PERCOLATING OUT OF THE GROUND, THIS
SHOULD BE DISCONNECTED.'
THIS TESTING AND DESIGN INFORMATION SHOULD BE SUBMITTED TO
THE APPROVING CITY OF OAK PARK HEIGHTS OFFICIAL FOR FORMAL
REVIEW AND APPROVAL. INSTALLATION MAY OR MAY NOT TAKE PLACE
THIS WINTER DUE TO WEATHER CONDITIONS CURRENTLY. SUMMER OR
FALL OF 1988 WOULD BE IDEAL.
SHOULD YOU HAVE ANY QUESTIONS REGARDING THIS TESTING OR
DESIGN INFORMATION, I MAY BE REACHED AT 433-2890.
H,WEAVER
EARTH SCIENCE TESTING
MPCA. CERT. # 551
COPY TO JOAN FOSTER
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D ismA tax of holm, int1as .
toil data from twit ha l.r t
Dap
4 hours
Time
Method of scratching
Depth of pta is.d gravel in bottom of hole, a“ inch ss .
fit■ tut hour of iaitJai vv. tar $ .,
Depth of imitial meter f - -_ .. inches above hole bottom.
thud u.aad to maintain at lout 12 incha.s of vatar depth in hzla for at lease
Percolation test routings made by
- eic.1 ■tsrtin at .'oa m�
• Maximum vatsr depth above gravi4
(d & ) r■
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Drop in vat■r
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Sail texture
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Remarks
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Data test halt was preps c r g 7 , Daptii of hale bottos. 90Z" inthsa.
DL* atax of ha1.,r, G
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Dpth ,' inclums
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aotl e.orture
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itad of scratching a i - '
Ilapth of paa0-s i z ad trari.L in bottom' of ha Z e, a" inc..h as .
Oats and hater of initial voter fillins
Depth of i itia.. voter f Ming , " incbds, above hmIr bottom.
ha thod used to z.n t ai a at l a.as t 12 inch as of rya t ax depth in ho Ia for a t Zags t
4 ha rs u c.. ."0 it
Percolation, test rasatin pi a&4a by
a
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- at* gym.
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Drop in star
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R marks
4'T 67./
LOG OF SOIL BORING
BORINI N01
0
MIN
MIEN
NMI
NMI
eco
MIN
NMI
EMI
•
44.004' Sr* ovied
/1.*:.44 144,44,/
a
V d 44e5
4 17 437 r1/4,441
fee,'
orie “A/
S �
7;•"4'
34
BOPING P40.
0
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ro e�►i.J
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BORING NO. 3
8,."
•
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i 7 ..pfodo
44 Any
.5.4 4 4 0
BORING NO
INEPYId
IN
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IIIMIONOWNOOMMOMP
0 .,
or��iPro++
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5 4.44
des '' SA 444
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4.0.4 AA/ "/'i . a
441,0.x ?
d-' +3 �L
SEPTIC SYSTEM DESIGN
************************************************************
LOCATION: 7 dsid cz '
PERCOLATION AVERAGE:
NUMBER OF BEDROOMS: MAXIMUM GPD. WATER USEAGE 7
SEPTIC _^^' SIZE:
( WITH 6"IN. INSPECTION PIPE AND CAP TO FINISHED GRADE)
(24"IN. MANHOLE 6"IN. BELOW OR TO FINISHED GRADE)
LIFT PUMP TANK SIZE:_______
(WITH 24"IN. MANHOLE TO 6"lN. OR AT FINISHED GRADE)
Mli�IMUM SQUARE FEET 7po
(/IN. FT. ' AT '' "IN. WIDE
NUMBER OF TRENCHES: +/ . /+Z
WIDTH OF TRENCHES:
SPACING OF TRENCHES:
DEPTH OF FILTER ROCK BELOW PIPE ^ '
DEPTH OF ROCK ABOVE PIPE:__
36-
DEPTH TO BOTTOM OF TRENCH:(MAXIMUM)
7'' 6 ''
DEPTH OF BACKFILL, TOP OF TRENCH (MAXIMUM)0
CONT.
Z94 F-Ple
i',4:
LENGTH OF TRENCHES:(MAXIMUM) (MINIMUM)
DISTRIBUTION BOX TYPE:
(WITH VIN. INSPECTION PIPE AND CAP AT EACH BOX TO FINISHED
GRADE)
HAY OR STRAW COVER OVER TOP OF FILTER ROCK (PRIOR TO
BACKFILLlNG) 02.:,^+'^ (ONE LAYER UNTREATED BUILDING PAPER
OVER TOP OF FILTER ROCK).
REQUIRED AMOUNT OF FILTER ROCK:(CUBIC YARDS) ��'�� y"2/5'
6
SPECIAL CONDITIONS: ^
~^PZ0 -1--
^ts/m
v^�
CONT:
��22���� 4-/^; Z
z; ���
~v
Lci
NOTE: GARBAGE GRINDERS ARE NOT RECOMMENED FOR INSTALLATION
OF ON SITE SEWAGE TREATMENT ABSORTION SYSTEMS.
ONSITE SEWAGE TREATMENT ABSORTION SYSTEMS REQUIRE PUMPING
AND CLEANING (SEPTIC TANK AND OR LIFT PUMP TANKS) AT ONE -
(l) - TWO (2) YEAR INTERVALS DEPENDING UPON USEAGE.
TO REALIZE MAXIMUM LIFE EXPECTENCY OF TREATMENT SYSTEM.
############################################################
**** THIS DESIGN AND TEST INFORMATION SHOULD BE SUBMITTED TO
THE APPROVING OFFICIALS FOR REVIEW AND PERMIT APPROVAL.
** TESTING INFORMATION SHOULD BE SUBMITTED AS BOON AS
POSSIBLE WHILE TEST HOLES ARE MARKED ON SITE AND OPEN FOR
OFFICIALS REVIEW INSPECTION:
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