HomeMy WebLinkAbout2017-00081 - septic ' ' CITY OF ORONO �
2750 KELLEY PARKWAY * 2 0 1 7 - 0 0 0 8 1 *
DATE ISSUED: 02/27/2017
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 100 BAYSIDE TR
PIN : 06-117-23-22-0026
LEGAL DESC : BAYVIEW FARMS 2ND ADDN
: LOT 1 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
METRO GENERAL SERVICES, INC. TOTAL 400.00
5790 UAM AVENLJE NE Payment(s)
Q CREDIT CARD 7162 400.00
ST.MICHAEL,MN 55376
(612)369-1068
OWNER
NORD,RANDAL
4420 HARBOR LA
PLYMOUTH,MN 55441-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this rype of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any ti e for due se
' � �7 ��17 o a,�7�/-6
plicant Permitee Si Dat Issued Signature Date
���N�� City of Orono FOR CITY USE ONLY
� \ P P.O. Box 66 �_�7/7�/�
1 � 2750 Kelley Parkway Date Received: d��
,\1 _ Crystal Bay, MN 55323 Permit# ���7��d ��
,.\ ��% Phone:(952)249-4600
��'�rsuoF�/ Fax: (952)249-4616 Approved By:
Amount$:
� 7 � (
, ti����
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATI�N
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
Site Address: ��-�tJ �CC � ���� f
Owner: Wt�' �c�� c�w1�E'S Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Contractor/Applicant Information:
Contractor/App: �I�YC� (t�ri��� .SPUV�ZeS Contact Person: ( � Z��
Address: s ��f(� � State License #:
City: . Zip: J�.��JL� Expiration Date: � ,3 � 7
Phone: 7�P�-- ������3� Alternate Phone: f�(�-3�y— /(�(r� C�
TYPES OF OCCUPANCY
`� Residential ❑ Commercial ❑ Other
�
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
Tanks:
❑ Precast Concrete ❑ Fiberglass Plastic ❑ Other:
Number of Tanks: �
Size of Tanks: _,��v � �a � ��
.�
Type of Activity:
❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 1
r.v ��^�'a i"` -;'�y' S v�£,,:,r����:fi r ��Z � ��;��,+,��'� �.s t^rs��, �.�.t^"a� 1 � s
p". ar. - � ' 0�. �[ r,."3:,..v g�:� + �;t'a.r �', r .��4 ��,'.
,�/�� V �
ew r Replacement System $400.00 C,CJ,
Repair Existing System 100.00
(Tanks or Drainfield) �
Total $ " l�D, /
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true d rrect.
Signature of Applicant Date: _ /T` ��( /
MPCA License No.: / ��'rl�l�
Staff Review: � ept Denied
Reviewer: � Date: � < �
Reason for Denial:
Comments (to be printed on inspection card):
, :: _ . . .; ., .� , ,
�- � f �.
1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
, ,
. � 'tNIS SYSTEM iS DESIGNED FOR �N91S30 SIHS S3I�OI1blINl SW00�038�0
,�.BEDROOMS. ANY INCREASE IN NUMBER �38W(IN Nt 3Sb'3��Nt�tNb 'SWOU��38 �.
OF BEDROOMS INYALIDATES THIS DESIGN. �0�Q3N91S3Q SI W31SAS SIHt
Joseph Olson D.B.A.
Rusty Olson's--Soil and Pe�rcolation Testing
Joseph J. Olson--MPCA License#810
11481 Riven�iew Rd. NE, Hanover, MN 55341
(763) 498-8779 Fax (763)�98-8290 �������� ����
June 27.2016
West Ba��Homes
100 Bavside Trail
Orono. Hennepin County
This on-site Sewage Treatment System is desi;ned for a T�pe 1 three-bedroom home in accordance with
the Minnesota Pollution Control Agenc��Chapter 7080 and local ardinances.
The periodically saturated soils ti�ere located at_'0-28 inches(mottled soil). Due to the periodically-
saturated soils,a pressurized mound s�stem with 6 inches of rock will need to be installed to treat the septic
effluent. The bottom of the treatment area must be located at least 3'above the saturated soils.This svstem
is designed with 6 inches of rock
All neiahboring���ells are greater than lU0' from proposed treatment areas.
The soils at a depth of]2"have a percolation rate averaging 6.�1 MPI.
All new tanks need to be insulated ifthere is less than t�+�o feet ofcover over the top ot the tanks.Clean
outs must be installed on the end of the laterals for maintenance.
A ]000�;allon pumpin�chamber will need to be insialled to lift the effluent to the treatment area.The
power supply and switches must be located outside the manhole and pumpin�_chamber in a weatherproof
enclosure.A��arnins device must be installed�ith light and sound devices;this is in case of a pump
failure.A flow measurement device must be installed. lncludin,but not limited to a water meter,event
counter.runnin,�time clocks or electronically controlled dosing.
Nothing other than Era��w�ater.Uaundn� showers etc.1 Human water and toilet tissue should be
disaosed of into the septic tanl:s.Garba�e disposals are not recommended Additives must not be
used;thev mav cause harmful damaee to vour seatic svstem. It is recommended that vou ouma the
tank everv vear for 1 sentic tank,ever�•two vears for two seatic tanks
Sincerelv,
!
�'�� Joseph J.Olson CITY OF (�RON�
T SFPTIC PERAIIIT PLA(��>F.W
II�SPECTUR l9�'-k- P -
��T . P E R�v1 I T N O._____,______
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Thc,c cotnmaits urc litt your infurmatiun. All work shall bc donc
in flill cutnnli�incc with utl up�,lic�iblc scrtic�u�d znnin�cuJc.
Itrquircmcnl�including itciu,�iot~pccit'ically nulcd iii Ihis rc�icw.
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T#�;��.._ 9L�9
��Yf�,L._._�...Qedroorn,Average percolaGa�rate_�` asr.,��� �,�$�;.-�O 4q
���a sf1Mi'��"�f'!�!
`15y gal/day 3v�v sq.ft.af treatment area 3Sy_ (/10 ft_width=.�ft.fe�egth of bed area � T#1l��'�10iN p��'�Q� �$�..-:�.�Y G
. . ,�,.�'I't�qro W�eR� �.�8�..� 9„�„(.G.9
Side sfope ru�e�y 101 x�� height=yd h.x (.,�#t.Lawn area. �•�� .
�������
Clean rock needed plus 209b I 3 _cu.ycis_Coarse washed san i L cu.Yds.Average sand depth(�? 1"��,{�A����f�
� �'�OK11 MIl�*
Sandy ioam I I cu.yds.,Topsail b" 7G cu.ycls.plus 5096 �`3 cu.Yds. �o ��j�'�pA1 bll�
Number of ranks oZ ,lu tank loo_�als.,2"d tank locu�gals.,Pua� cha
p mbercapacitytrwo gals. p�,►PERTY'pi�:wG�� r��i t��MG 5 ,
..�._gak.J1OO lineal feet of d"dia.Supply pipe,fineal feet neecfed�!a 0 '� , � , f�o A � ,��� � �
�;.., � o
�y �o `wt,U ' u
Distnbution pipe�"dia. i o 4 lineal feet,�_dia.Perforations�t _"apart '—""""�"— .
' Float set at I 3 3 gats.,�times per day Pump curve ��min.�feet head pressure.
, U�i��„(� �'h. 7b3•498-87?9
_ - R�s#y Ote�on's �fi�td P+�alsGan�1'est�
. ._ . ��+--��...----._...
� Z°„��e�� Mound Desi�n
www.SepticResource.com (vers 15.2)
Property Owner: West Bay Homes Date: 6/27/2016
Site Address: 100 Bayside Trail PID: 0611723220026
Comments:
instructions: � =enter data � =adjust if desired � = computer calculated - DO NOT CHANGE!
�� �bedroom Type � Residential System
�� 450 GPD design flow
�> Yes Garbage disposal or pumped to septic 50%targer tank with multipte compltanks
i 1500 Ual Septic tank (code minimum) 2000 Gat Septic tank(design size / LUG req'd)
Tank options: none
s� 1•2 GPD/ftZ mound sand toading rate contour loading rate of 12 req's a min 38 ft. long rockbed
� 10.0 ft rockbed width 38.0 ft rockbed length
�� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed manifold connection
8� �laterals 36.0 feet long i3.0 perfs / laterat 39 perfs total
(1/2 a pert means the first perf starts at the middle feed manifold)
� 1/4" inch perfs at �feet residual head gives 0.74 gpm flow rate per perForation
for this perf size 8 spacing, �C pipe size on line 12, max perfs/tateral= 25 , line#8 must be less--> OK
io� 4.0 doses per day (4 minimum)
i�� 113 gallons per dose (treatment votume)
2.00 Sx
��y 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement
2.00 3x
�3, 1TA fe�t of 2.0 inch suppty line leads to 20 gallons of drainback volume
(Tip: "top feed"manifold to control the drainback)
ia� 133 gallons 70TAL pump out volume(treatment+drainback)
is� 8 feet vertical lift from pump to mound laterats, teads to a:
�ei 29 GPM @ 17 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head)
»� 500 gal Dose tank (code minimum) 1000 gal Dose tank(design size/ LUG req'd) at 25.00 gpi
leads to a
iai 5.3 inch swing on Demand float, or timed dosing of 4.6 min ON (confirm pump rate with drawdown
(this detivers Average flow, =70%of Peak design flow)e9 hrs QFF test and adjust as necessary)
►e> 12 inches from bottom of tank to"Pump OFF'float
�o; 17 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"float if time dosed
zi� 20 inches from bottom of tank to"Hi Level"float,or 30 inches to"Hi Levet"float if time dosed
��� �gallons reserve capacity {after High Level Atarm is activated)
3.+� 0.60 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of Z (minimum)
(this must match the soit boring log) desired mound ratio 2.0
�.�r �percent site slope (0•20%range) �('X downslope site slope, if different than upslope)
z;t 24_ inches, or 1 J ft. to Redox or other limiting condition (need at least 12"to be a Type I)
Treatment zone contains�0 inches of 0%soit credit, and�0 inches of 5096 soil credit. Giving a:
��� 16 inch,or 1.3 ft. Sand Lift Mound CRITiCAI FOR FUTURE CERTIFICATIONS!!!
��� 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:)
�s� 0.0 ft. upslope and sideslope
70.0 ft. Downslope
Individual slope ratios give BERM widths (topsoil beyond rakbed)of:
:9� 4:1 upslope ratio 10 ft. upslope berm
��; 3:1 sideslope 12 ft.sidesiope berms
3 i� 3:1 downslope 20 ft.downslope berm
��� Overall Dimensions: 10.0 ft. wide by 38.0 ft. long Rock bed
40 ft.wide by 62 ft. long Mound footprint .
4" inspectian pipe
18" cover on top
Upsl berm �a Downslo berm 20
12" cover on sides
(6"loemy cap 8c 6"topsoiu
1.3 Ctean sand llft
_ 1.7 .�t7epth to Lim>tii,�
Limt't;�iP Cor�c�itr�n -�-__ ____..._ ___. _ _
Abwr Cion Width ^ 20.0 �'�� ��` + --� - ---_--
Note•
For 0 to 1�slopes, Absarption Widlh is measureti from the Bedequatly in both directions.
For stopes �1�0, Absorptio� 14�'ic�rh is measured dawnhill from the upslope ed�e of the Beo!
3>> Rock Bed:
10.0 ft. by 38.0 ft. by �inthes under pipe, plus 20%gives 13 Yd'or•1.4= 18 ton
sa, Mound Sand: (note: votume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
16.5 up + qp,2 downslope + 10.9 ends+ 24.4 under rock= 110 Yd'or"1•4= 155 ton
plus 2096
3s', Loamy Cap:
36 ft. by 58 ft. 6"deep, plus 20�gives 47 yd'or'1.4= 66 ton
36t Topsoit:
�ft. by 62 ft. 6"deep, plus 209G gives 56 yd'or`1.4= 7g ton
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules a�d taws.
Rusty Otson's Soil&Perc. 810 6/27/2016
igner Signature Company License# Date
Installer Summary
2000 gallon Septic tank(minimum) Tank options: none
�u�iarger tanK wi�n muiupie cornpi�anKs
1000 gallon Dose tank (minimum) at 25.00 gpi
29 GPM C� 17 ft. of head, Pump required
5.3 inch swing on Demand float which translates to roughly 3.7 inches of float tether length
if time dosing is required--> 4.6 minutes ON time�C �9 hours OFF time
17 inches from bottom of tank to"pump ON"ftoat,or 12 inches to"timer ON"float
20 inches from bottom of tank to"Hi level Alarm"or 30 inches to"Hi tevel alarm"if time dosed
120 ft. of 2.0 inch supply line with end feed manifold connection
(Tip: "top feed"manifotd to control drainback)
16 inch, or 1.3 ft. Sand Lift Mound
10.0 ft. wide by 38.0 ft. long Rock bed
3 laterats 2.00 inch diameter 36.0 ft. long 3.0 ft. lateral spacing
1/4" inch perfs 3.0 ft. perforation spacing
No Efftuent filter&alarm
3 clean out ft vatve box assembties
20.0 ft.Total sand ABSORPTION width (minimum)
0.0 ft. upslope and sideslope (sand beyond rockbed, minimum)
10.0 ft. Downslope (sand beyond rockbed, minimum)
Specific slope ratios give BERM widths (topsoil beyond rockbed)of:
4:1 upslope ratio 90 ft. upslope berm
3:1 sideslope 12 ft. sideslope berms
3:1 downslope 20 ft. downslope berm
4" inspection pipe
18" cover on top
U sl berm �� Downsto berm 20
12" cover an sides
ce°��y��&6u to�o�
1.3 Clean sand lift
, �.7 ��C� Yiy iifi`1ii11,�,�
Liir�rtin� Condition_� _ __._..____�___.`�
Absor tion Width 20.0 -""i_-_--_ _-______�_.
Note•
For 0 to 1�6 slopes, Abso�ption Width is measured from the Bedequalty in both directions.
For slopes >1�, Abso�ptia�r Wldth is measured downhili from the upslope edge of the 8ed.
Rock Bed: 13.0 yd3 or*1.4= 18 ton 6 inches under pipe
Mound Sand: 110 yd3 or"1.4= 155 ton catculation based on 3:1/4:1 slope from top of rockbe�
Loamy Cap: 47 yd3 or'1.4= 66 ton 6"deep
Topsoit: 56 yd3 or;1.4= 78 ton 6"deep
� IN5PECTOR CHECKLIST - mound
1W tiayside I ran
� W'ELt, setbacks: 20'to pressure tested sewer line (5 psi for 15 min)
50'to everything 100'to dispersal area with shatlow well
PROPERTY LIKGS sctback: 10'to everything
Road secback: platted: 10'prop line. Metes&bounds: out of road easement, or outer ditch.
LAKE i BLI�'FF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_.
Buildin�setbacks: 10'for everything, 20'for dispersal area.
WATER L1NE under prcssure se 10"to bed,tank&sewer line. (else sewer line� 12"below)
� Sewer line£t baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8')
(no depth req's, clean out every 100', Sch 40 pipe)
� Septic tank and risers (water tight, insulated, proper depth,existing verified by pumping)
mfg 2000 gailons none
Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles.
No effluent filter 6t atarm
Dose tank risers and piping (water tight, insulated, proper depth, drainback)
mfg 1000 gallons
� dose pump 29 gpm 17 head VERIFY PUMP CURVE 4.6 min ON 9 hr OFF
� float setting drop 5.3 inches at 25.0 gpi "DESIGNED" 3.7 inches approx float tether length
133.0 gal dose divided by gpi "INSTALIED"= inches float drop�field corrected
LABEL pump requirements and drawdown on riser or panet
Cam lock reachable from grade- 30"max. J-hook weep hole. Supply tine access (no hard 90's)
2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve ar compacted, and buried 6"f.
splice box / control panel /electricat connections
flow measurement: CT, ETM, time dosed, home water meter
mound absorption area rough up
mound rock dimensions 10.0 X 38.0
Sand lift depth 16 inches. (Jar test : 2"sand teaves< 1/8"silt after 30 min)
� Absorption Sand beyond rock 0.0 upslope 10.0 downslope
� Bermed topsoit beyond rockbed 10 upslope 12 sidestope 20 downslope
cover depth of 12-18"+ VERIFY
3 taterats (1-2'from edge of rock)
2.00 inch pipe size (Sch40 pipe&fittings)
3.0 ft lateral spacing
8 1/4" inch perforations
3.0 ft pertoration spacing
Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY
clean outs (no hard 90's)
4"inspection pipe to bottom of rock, anchored VERIFY
Abandon existing system- if necessary �Re-use existing tank certification
monitoring plan and type
well abandonment form - if necessary
, _.� �MA+�!�VVA►•tMM�. . .-
System Elevat�ons � -
�r..
,�..��,�,��,..,�,,,.�.,... r - _
benchrnark - r _ _ _
' SHWT
Mau�d r
(Grade elevations are existing. tf a ' loamy cap
different fina(grade is desired it shoufd lateral
be shown and described here.�
bottom rak
' grade (at upslopc rock h�d)
,_ , SHW7 (at upslaNc�oc k bed)
1 1 1 1 �
� t � � �
r �
r
r r r
Sewe�pipe
exiting house Septic Tank Septic Tank 1�r appu�aniP� Pump Tank
G�ade Grade Grade Grade
Pipe inlet inlet inlet
Tank bottom Tank bottom Tank bottom
Loas of Soil Borinas
License#810
�.ocation or Project: Proposec3loi '�
8orings made by: Rusty Olson's Soil and Perc testing 1l712013
Classification System: AASHO ; USOS•USDS-SCS X ; Unified ; Other
Auger used�check two�: Hand X_, or Power , Flight, Bucket or Probe_X_
Boring Number_1_Surface eievation_965.9_ Mottled Soil at_1.7_feet
0"-14"Dark brown loam 10yr3/2 H20 present at X
14"-20" Brown loam 10yr413
20"-30" Rusty brown loam 10yr4/4
Boring Number_2_Surface elevation_965.9 Mottled Soil at_1.7_feet
Q"-14"Dark brown loam 10y�3/2 H20 present at X
14"-20"8rown loam 10yr4/3
20"-30" Rusty brown loam 10yr4/4
Boring Number_3_Surface Elevation_969.9 Mottted Soil at_2.3 feet
0"-20"Daiic brown loam 10yr3/2 H20 present at_X_
20"-28"Brown foam 10yr414
28"-36" Rusty brown loam to clay Ioam 10yr5/3
Boring Number 4_ Surtace slevation_�9.9_ Mottfed Soil at_2.3_feet
0"-22" Dark brown loam 10yr3/2 H20 present at_X_
22"-28"Brown Ioam 10yr4/4
28"-36"Rusty brown clay loam 10yr4/4
Boring Number 5_Sutface slevation_964_6_ Moriled Soil at 1.5�feet
0-14" Dark brown loam 10yr'3/2 H20 present at_X_
14"-18"Brown loam 10yr4l3
18"-24"Rusty brown loam 10yr4/4
Boring Number 6_Surface etevation_966.9_ Mottled Soil at 2.3 feet
0"-20"Dark brown loam 10yr3/1 H20 present at_X_
20"-28"Brown loam 10yr4/4
28"-36" RuSty brown loam to clay loam 10yr4/4
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 1:39 P.M. On 1/Q8/13
Location: Proposed lot 1
Ho1e number: 1
Date hole was prepared: 1t07113
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Darlc Brown Loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hofe 2 inches:
Date of initial water filling 1/07/13 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
1:59 2:29 6" 4.5 6.7
2:32 3:03 6" 4.4 6.$
3:03 3:33 6" 4.3 7.0
AVERAGE PERC. RATE 6,8 MPI
. ,
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 1:39 P.M. On 1/08113
Location: Proposed lot 1
Hole number: 2
Da1e hole was prepared: 1/p7/13
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil te�ure
0-12" Dark Brown Loam 90yr3/2
Method of scratching side wali: Knife
Depth of gravel in bottom of hofe 2 inches:
Date of initial water filling 1/07/13 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
2:00 2:30 6" 5.2 S.7
2:31 3:01 6" 5.0 6.0
3:04 3:34 6" 4.8 6.2
AVERAGE PERC. RATE 6.0 MPI
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Oison's Perc. starting at 9:30 A.M. On 1/09/13
Location: Proposed lot 1
Hole number: 3
Date hole was prepared: 1/08/13
Deptfi of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from iest hole:
Depth, inches Soil texture
0-12" Dartc Brown Loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom af hole 2 inches:
Date of initial wa#er fiHing 1/08l13 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of wate�depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 8 inches
Time Time Depth Drop in H20 Perc Rate
9:44 9:59 6" 4.1 3.6
10:02 10:17 6" 4.0 3.7
10:18 10:33 6" 3.9 3.8
AVERAGE PERC. RATE 3.7 MPI
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Ofson's Perc. sta�ting at 9:30 A.M. On 1/09/13
Location: Proposed lot 1
Hole number: 4
Date hole was prepared: 1/08/13
Depth of hole bottom_12"_inches, Diameter of hole i6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Darlc Brown Loam 10yr3l2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 1/08/13 depth of initiai water filting 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:45 10:00 6" 5.5 2.7
10:01 10:18 6" 5.5 2.7
10:19 10:34 6" 5.5 2.7
AVERAGE PERC. RATE 2.7 MPl
Feb 01 2017 11:47AM HP Fax page 2
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INFILTRATOR� ���� ���
Se�?'kIC �F3�.t'i�<c
Peetures$Benetits
• Shong injection molded polypropylene
construction
• Lightwelght plasdc constructlon and
inboard lifting fugs atlow for easy
delivery and handling
• Irrtegral heavy-duty green lids that
interconnect wfth TWT""rlsers and pipe
�iser solutions
• Structur�ily reiniorced acceas ports
eliminate distortion during instailation
and pump-outs
• Reir�forced structural hbbing and
fiberglass bulkheads oifer additfonal
strengtfi
• Can be installed with B"to 48"
of cover
The Infiltrator IM-1060 is a lightweight strong and durable septic tank, • Can be pumped dry during
This watertight tank design is affered with Infiftrator's line of custom-fit Pump-outs
risers and heavy-duty lids. Infiltrator injection molded tanks provide a • suitable tor use as a sepoc tank, pump
revolutionary improvement fn plastic septic tank design, offering long-term �►nk,or rainwater(non-potable)tank
exceptional strength and watertightness. • No special water fOling requlrements
Inlet Slde �e necessary
� • 7he tank may be bac�lled with suitable
TANK CUTAWAY ���n�t0r native soil.Sae inatallation instructions
TW Riser for guldance.
System
��.>::•.:•
Partition
bafHe wall
HEAVY DUTY UD
CUTAWAY
Reinforced
24"structural
access port
Structural
bulkheads
Mltl-SEAM CUTAWAY
s Reinforced water tlght mld-seam
� gasketed connection
'._ . , :. .
,.,,:.�:...
} �,`"._..
� �'�
NM- . �/�
�
; Protectin the E�vironment with InnoYative Wastewater Treatment Solubions � N F I LT R AT Q R`
S _..._ _.�.._.....------.--._._._...__.. water teohnalogies
�
. ,
.
R�ger Peitso
From: Roger Peitso
Sent: Tuesday,January 31, 2017 2:58 PM
To: 'metrogeneralservices@gmail.com'
Cc: Jeremy Barnhart; Christine Mattson; Melanie Curtis (MCurtis@ci.orono.mn.us)
Subject: 100 Bayside Trail
Dale,
We have some time before the ground thaws for the mound to be constructed but I need to know what the home
owner is going to do as far as the retaining wall or walls and grading near the primary site before we can issue the
permit. I need to know how the wall(s)are going to be constructed so the site for the septic system is not compromised.
I would also like 2 copies of the specifications for the plastic tanks you are going to use. I need this information before I
can complete my plan review for this septic system and issue the permit.Any questions please call.
Sincerely,
�� ��f �✓'1 �j a� c� � �c�a�5 c o�v� 1a11
Roger Peitso � ✓ �
Building Official
City of Orono
Phone: 952-249-4600
Direct:952-249-4625
Email: rpeitso@ci.orono.mn.us
Fax:952-249-4616
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Feb 0� 2017 11:47AM HP Fax page 1
0
' Home Ofice
820-t 6th Avcnuc Soutl�•Fiopkins,MN 33343•(952)935-OA45•Toll Fn�500-32tS•3976•Fax(952)935-7666
Sf10Wl'OOIII
620-16th Avenue Sauth•Hopkins,MN 55343•(952)988-555Q•Fax(QSZ)988-5558
$VAC
SU PPLY� �NCr. IS25-6th 5acet South•Hoplcins,MN 55343•(952)9R&5570•Fax 1952)935-3375
EST. I977
FACSiMILE COVER SHEET DATE: Z li f��
PLEA5E DELIVER THE FOLLOWING PAGES TO:
,
NAME: ag�
CO M PANY:
FROM: JOE WEBER
FAX # 763-295-3589
TOTAL NUMBER OF PAGES (includfng cover page): �
REMARKS 1 I NSTRUC710NS:
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PLEASE NOTIFY JOE WEBER�763-295-3588 IF YOU DID NOT RECEIVE ALL aF THE PAOES.
WNOf�ESAlE DlSJRIBUfORS OF PLflMB1NG,NVAC,NYDRON►CS,RAOIANT FLOOR HFa11NYG,SEWE�MGATER M!D WEL!SUA�LlfS.
OAKDALE:7003 SSth St.N.�Ookdalc,MN 5512R•i 651�777-IQ44•Fax(651)777-3638
HAM f..AK6; 17145 Ulyssc.s St.•Ham Lakn,MN�t)�4•(7G3J 784-4478�Fax(7631784-4664
FAGAN:377t•B Sibley Memwial Highway•Eagan.MN 5512t•(651)454-9fOG•Feu(6S])454-9136
MON':10ELL0:9668 Fallon Aw.•Monticcllo,MN 553fi2•f 763)29S-3S88•Fax t767)295-J589•Toll Frec 1-8B8-Z95-W$LC
GRAND RAPIpS:283Z Hwy.''_EaM�Gmnd Rapid,,MN 5574-1•(216)3?7-3322•Fax(218)327-89y9•To0 Frec i-877-3?7-1454
INSPECTION NOTICE
DATE TIME
CITY OF �2e�O CALLED-IN
A SCHEDULED � / 4
PERMIT NO. d��'�T �' mQ��t� COMPLETED l T ✓���
ADDRESS �O o ��t •,. � ��,Pr
�
OWNER/CONTR. �
❑SITE INSPECTION ❑MECHANICAL RI ❑ REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑ FOLLOW-UP
❑ FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL ❑ RATED ASSEMBLY ❑ FIREPLACE
❑ FOUND. DRAINAGE ❑BUILDING FINAL ❑SP INKLER SYSTEM
❑ FRAMING .�SEPTIC INSTALL �4. ��Q !4 �t 1
� ❑SHEATHING ❑SEPTIC FINAL t7
❑PLUMBING RI ❑S&W HOOKUP ❑
� ❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS: .�`� .�'�. ��,/7��� mR
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❑ CORRECT WORK. CALL F( ^ /���IL,
� CORRECT UNSAFE COND � ��_„
� STOP ORDER POSTED. Ci �
❑ INSPECTION REQUIRED. (
TO SCHE ,-
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Owner/Contr. n sit • •
Inspector: �/�_---,> ,��--�c-y�---�-�
�� �
� �� � � � DAT�C� TIME �
CITY OF OR �� -� ALLED IN
INSPECTION NO �'��}� HEDULED � ���
PERMIT NO. ���<<<'�' , `� COMPLEfED
ADDRESS � ��C'� ��i: � �c� ��
OWNER TELEPHO E NO. �G lZ ` 7 7�-�%!�
3
CONTRACTOR �
� DESCRIPTION � '�"� '
tV ❑ FOOTING EMO-FINAL SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ E TIC INSTALL
2 OMfNERICOffTMCTOR TO MEET Y�ll:�YES_NO
v�, COMMENTS:
a�
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W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE
� ❑OORRECT YMORK 6 PROCEED SSUE C FlCATE OF OCCUPANCY
0 O CORRECT WORK�LL FOR REtNSPECTION ��TEMPORARY
V BEFORECONERINO PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED
❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS.
Cafl tor the next inspection 24 hours in advance. (952) 249-4600
OwnerlContra site:
Inspector:
vm�a yn�.P.�tors F��. C�na►y CoPyISM�Notfe�
DATE TIME
CITY d ORONO CALLED IN
INSPECTION NOTICE SCHEDULED JO-2(' 7 w 3 0
PERMIT NO.
)I -7-/e.� COMPLETED ETED
ADDRESS 06) y /�
OWNER TEL
HONEN• ci2 p
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CONTRACTOR M ?e4L Al--
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DESCRIPTION / i c /.--/
LU 0 FOOTING 0 OEMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
14
C ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
Lai 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
✓ ❑ DEMO-SITE 0 SEPTIC INSTALL
ZS. OWNOYCONTRACTOR TO MEET YOU:_YES NO
co COMMENTS:
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IX
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' ❑CORRECT WORK 8 PROCEED 0 1 E CERTIFICATE OF OCCUPANCY
- = •',• WORK,CALL FOR REINSPECTION TEMPORARY
:_'!��yZ• COVERING PERMANENT
)3'C ERECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR [)CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
CaN for the next Inspection 24 hours In advance. (952) 249-4600
owneriComrac�eron site:
Inspector: / ��
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Installer /14'a'io (j�,cva/ \1 v I Oe,. 5 ii C License # 1 /5'9 Date /677z.6//7
Septic Tanks 2.. r jOipPump
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System Type G ❑II ❑III Mound ❑Trenches ❑Pressure Bed ❑Other
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structure. Show location of drop boxes and length of trenches.
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SEPTIC SYSTEM INVENTORY
Site Address: 100 Bayside Tr PID 06-117-23-22-0026
Owner Name: Randal & Linda Nord
Owner Address P.O. Box 429 Maple Plain MN 55359-
BuildingTvpe: Residence Installer: Metro General Servces
Date of Permit: 2/8/17
System Type: Mound BR's Designed for 3
In Musa?: No Shoreland?: No
SEPTIC TANKS:
Material: Precast Concrete Capacity: 1000, 10000, 1000 Tank Filter:
DRAINFIELD:
Treatment Area: 380 Soil Boring: DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks Well DF: Report In File: Depth:
INSPECTION RECORDS PUMPOUT RECORDS
Date Notes Date GallonsOfLiquid
10/27/2017 New Septic System installed - Metro General Services 10/27/2017 0
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Installer le�,io ei-a/ 9 i vi cep iii7c License # l /5'%1 Date M/Z-6//7
Septic Tanks 2. r/0/9 'S Pump Tank I — /00)(9' L `
System Type )24 ❑II ❑III (Mound ❑ Trenches ❑ Pressure Bed ❑ Other
Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent
structure. Show location of drop boxes and length of trenches.
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