HomeMy WebLinkAbout2006-P09805 - new septic - � PERMIT
�CITY OF �ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P09805
Crystal fsay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
4/28/2006
SITE ADDRESS: 3320 Fox St Unit#
Long Lake,MN 55356
P��� OS-117-23-44-0009
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se hc Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc. Inc. OWNER: Gregory&Cynthia Haugen
263 82nd Street S.E. 3320 Fox St
Montrose,MN 55303 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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AYPLICANT PGRMITEE SIGNATURE ISSUED BY SIGNATURE
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Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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CITY OF ORONO SEP�'IC SYSTEIVI PERNIIT APPLICATION
Bos 66 (2750 Kelley Parkway)
Crystal Bay,Mn 5�323
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JOB STTE ADDRESS � � Z � � � �
Occupancy Type: Residential v Commercill Other
Permit'I'ype: Ne�v or Replacement System �100.00 �
Repaii'Esisting System �a 50.00
(Tlnlcs or Drainfield)
�0.50 State surcharge added to above fees
* See fee schedule foi• non-residenti�l permit fees
O�mea•'s Name: �j�'ti, �c'� Sf�ft-`F" ��'n� `�} Phone Number:
I�Iailing Add►•ess: �1�3'� �i�'
Contractor's Name: � ��,z, � ���5 t� �� Phone Nuanbet:�(�- ; J�`� / )�- "2-
�Tailing Address: � i�- � � � =" 7 -1 5 E City;I?��,.�• � � Zip: S� j�-�j
�** DO 1�T01 ivlAiZ PA�iY��i1'I'��'�T�i 'i'i�S At�LI��Ti31�1***
GENER.�� �1S'�"RUCTIONS
l. 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 be�in unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(N�CA) Septic System Installers License.
3. All work must be done in accordance�,�ith the approved septic system desi�n. Desian reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet si�ned by the City Inspector.
4. The follo�vinQ inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and �eneral contractor.
B. r_i'ank installation prior to covering.
C. Drainfield trench installation prior to coverinQ. For mounds, inspection is required after
rou�h up but prior to sand placement (sand �vill be jar tested for silt content), and again
durinQ pressure distribution pipin� installation in the rock bed.
D. Final inspection ta verify proper final cover depths and to verifi� that all pump stations
(where required j componenis are iunctional dnu caiiiply titi'ith codes.
�. Individual holdin��1PCAT z�tallers'�icen�e shall be present durin�all inspections. r-°�2=�-�aaa.�,�
�otac� �s a•equi��ed foi� a�3 ir�s�ectior�s.
' � - �
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
, �.
(, .
� l. I have received a copy of the system desi�n including the Ciry of Orono Septic
.� "�~ System Approval Cover Sheet.
2. I will be installin�the following:
A. Tanks: _�recast Concrete Other Manufacture �4 rw �`n1
TankCapacities: 1) Is7x� jal. 2) �5(�� gal 3) j�� �al
B. Pump Station (if required)
Pump make & model ���jD// (attach pump curve&
literature); system desi�n requires �Z jpm at -3�feet of head.
High water alarm make & model 5� ' �.�►r b�s . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches: s.f. � Ivlound
Depth of rock below pipe " Rock bed dimension�U ' x 7�
Drop Boxes Sand bed dimensions�f�' x�'
Distribution Box Pressure Dist. Pipe Diam. �'i� "
Manifold Pipe Diam. � "
D. Final Cover/Topsoil to be: borrowed from site
✓ (show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
a�rees to do all work in strict accordance Lvith ordinances of the City and the re�ulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
--7 `
Signature of Applicant �� �� Date: L�� � �� —��l�
I�IPCA�icense No. � �Q
---�----------------------------------------------------------------------------------------------------------------------
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Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
11481 Riverview Rd. NE, Hanover, MN 55341
(763) 498-8779 Fax (763) 498-8290
Pager(952) 980-8846 Digital
Revised September 07,2005
Water street Homes
3320 Fox Street
Orono,Hennepin County
This on-site Sewage Treatment System is designed for a Type 1,six-bedroom home in accordance with the Minnesota
Pollution Control Agency Chapter 7080 and local ordinances.
'f'he seasonally saturated zone is present at 16"-20"(mottled soil). Due to seasonally saturated soils,a pressurired
Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at
least 3'above the saturated soils.
All neighboring wells are greater than 100 feet from proposed treatment areas.
7�he soils at a depth of 12"have a percolation rate averaging 13 MYI.
tJse 7/32 inch petforations in the laterals.
A pumping chamber will need to be installed to lift the et�luent to the treatrnent area. The power supply and
switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A
warning device must be installed with light and sound devices;this is in case of a pump failure.
Septic system should be fenced off20' away from proposed and future systems before construction begins.
Keea all heavv equipment off of the aroposed treatment areas before,durin¢and after constructioa The area
around both sites must be fenced off bv t6e contractor before anv construction beeins. This Desi¢n is not valid
and the Svstem will need to be relocated if failure to protect the areas proaosed for On-Site Sewage Treatment
occurs.
Nothing other than gray water,(laundry,showers,etc.) Human water and toilet tissue should be disposed of into the
septic tanks. Garbage disposals are not recommended. Additives must not be used;they may cause harmful damage to
��our septic system. It is recommended that you pump the tank every year for 1 tank every two years for two t.u�ks.
Sincerely,
�,/
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����� j� Joseph.L Olson
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PROQRAM
University of Minnesota Mound Design Worksheet
Greater than 1%Slopes
A FLOW
Estimated 900 gpd(see figure A-1)
or measured x 1.5(safety factor)= 0 gpd
B. SEPTIC TANK LIQUID VOLUMES
Septic tank capacity 3000 gallons(see figure G1)
Number of tanks/compartments �
Effluent Filter (yes/no) Y�
C-1 Septic Tank Capacity in Gallons
Number of Minimum Capacity with Capacity with
Bedrooms Capacity Garb.Disp. Disp.and Lift
2 or less 750 1125 1500
3 or 4 1000 1500 2000
5 or 6 1500 2250 3000
7,8 or 9 2000 3000 4�0
�, SOILS(Site evaluation data)
1. Depth to restricting layer- 1.3 feet
2. Depth of percolation tests= �2 ����
3. Textu�e clay loam
4. Soil loading rate(see Figure D-33) 0.45 9P��
Percolation rate 13 MPI
5. °k Land Slope 6.0 °�
D. ROCK LAYER DIMENSIONS
1. Muttiply average design flow(A)by 0.83 to obtain required area of rock layer:Item A x 0.83=
900 gpd x 0.83 ftZ/gpd= 750 ft2
2. Determine rock layer width =0.83 ft`/gpd x Linear Loading Rate(LLR)(see LLR chart
0.83 ft2lgpd x 12.00 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
750.0 ftz / 10.0 feet= 75.0 ft
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
750.0 X 1.0 ft= 750.0 ft3
2. Divide ft3 by 27 ft3/yd3to get cubic yards
750.0 ft3 I 27 = 27.8 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
27.8 yd3 X 1.4 tonlyd3 = 38.9 tons
Page 1 of 5
. 1'�Z+.���r�`�
F. ABSORPTION WIDTH Absorption ratio: 2.67
' 1. Absorption width equals absorption ratio times rock layer width
2.67 x 10.0 ft = 27.0 ft
G. MOUND SLOPE WIDTH 8 LENGTH(Greater than 1%)
1. Downslope absorption width=absorption width minus rock layer width
27.0 feet - 10.0 feet= 17.0 ft
2. Calculate mound size
UPSLOPE
a.Depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3.0 ft - 1.3 ft= 1.7 ft
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a)
at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot)
1.7 ft+1ft+1 ft= 3.7 ft
c.Upslope berm multiplier based on land slope(see 6gure D-34)
Selected berm multiplier: 3.23
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.23 x 3.7 ft = 12.0 ft
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)I 100
10.0 ft x 6.0 % I 100= 0.6 ft
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.6 ft + 3.7 ft= 4.3 ft
g.Downslope berm multiplier based on percent land slope(see Figure D-34
Selected berm multiplier: 4.46
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl
4.46 x 4.3 = 19.0 ft
i.Select greater of G1 and G2h as the downslope width 19.0 ft
j.Total mound width is the sum of upslope(G2d)width plus rodc layer wi�th(D2)plus downslope width(G2i)
12.0 ft+ 10.0 ft+ 19.0 ft= 41.0 ft
k.Totai mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d)
12.0 ft + 75.0 ft+ 12.0 ft= 99.0 ft
Final Dimensions (slope>1%) 41.0 ft x 99.0 ft
I hereby ceRify that all wo�k has been completed in accordance with all applicable ordinances,rules&laws.
(signature) 81U (license#) /��'�[� (date)
Page 2 of 5
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4"inspection pipe
0 0 � 12"topsoil
1.7
'ginal grade
Restrictive layer 1.3
12.0 10.0 19.0
29.0
absorption width
Mound Detail: Land slope> 1%
12.0
Upslope berm:
.................................................................................................................................................... '•••.
Rcekbed
12.0 Width: 10.0 12.0
Total Length: 75.0
VYidth:
41.0
Downslope berm: Downslope absorptioo width:
19.0 17.0
Total length: 99A -
Notes:
Divert surface water away from mound.
Page 5 of 5
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TRlATMlN'T
P�coO�cwM c�^
University of Minnesota Mound Design Worksheet
Greaterthan 1°/a Slopes �
A FLOW
Estimated 900 gpd(see 6gure A-1 J
or measured x 1.5(safety factor)= 0 gpd
B. SEPTIC TANK LIQUID VOLUMES
SepGc tank capacity 3000 gallons(see figure G1J
Number of tanks/compartments
Effluent Fifler (yes/no) yes
C-1 Septic Tank Capacity in Gallons
Number of Minimum Capacity with Capacity with
Bedrooms Capacity Gar�.Disp. Disp.and Lift
2 or less 750 1125 1500
3 or 4 1000 1500 2000
5 or 6 1500 2250 3000
7,8 or 9 2000 3000 4000
C. SOILS(Site evaluation data)
1. Depth to restricting layer- 1.5 feet
2. Depth of percolation tests= 12 inches
3. Texture loam
4. Soil loading rate(see Figu�D-33) 0.60 gpd/ftz
Percolation rate 13 MPI
5. %Land Siope 7.0 %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer:Item A x 0.83=
900 gpd x 0.83 ftZ/gpd= 750 ftZ
2. Determine rock layer width =0.83 ft`Igpd x Unear Loading Rate(LLR)(see LLR chart
0.83 ft�/gpd x 12.00 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
750.0 ft2 / 10.0 feet= 75.0 ft
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
750.0 X 1.0 ft= 750.0 ft3
2. Divide ft3 by 27 ft3lyd3 to get cubic yards
750.0 ft3 I 27 = 27.8 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
27.g yd3 X 1.4 ton/yd3 = 38.9 tons
Page 1 of 5
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F.. ABSORPTION WIDTH Absorption ra6o: � 2 �
. � 1. Absorption width equals absorption ratio times rock layer width
2.00 x 10.0 ft = 20.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1%)
1. Downslope absorption width=absorption width minus rock layer width
20.0 feet - 10.0 feet= 10.0 ft
2. Calculate mound size
UPSLOPE
a.Depth d clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3.0 ft - 1.5 ft= 1.5 ft
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot)
1.5 ft+1ft+1 ft= 3.5 ft
c.Upslope berm multiplier based on land slope(see figure D-34)
Selected berm mulfiplier: 3.12
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.12 x 3.5 ft = 11.0 ft
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100
10.0 ft x 7.0 % I 100= 0.7 ft
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.7 ft + 3.5 ft= 4.2 ft
g.Downslope beRn multiplier based on percent land slope(see Figure D-34
Selected bemi mulGplier: 3.80
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl
3.80 x 4.2 = 16.0 ft
i.Select greater of G1 and G2h as the downslope width 16.0 ft
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i)
11.0 ft+ 10.0 ft+ 16.0 ft= 37.0 ft
k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)plus upslope width(G2d)
11.0 ft + 75.0 ft+ 11.0 ft= 97.0 ft
Final Dimensions (slope>1%) 37.0 ft x 97.0 ft
I hereby certify that all work has been completed in aca�rdance with all applicable ordinances,rules&laws.
'/� (signature) 810 (license#) //'��O�� (date)
/
Page 2 of 5
' . ��ri�l'i�(�
. 4"inspection pipe
� � � 12"topsoil
1.5
riginal grade
Restrictive layer 1.5
11.0 10.0 16.0
26.0
absorption width
Mound Detail: Land slope> 1%
11.0
Upslope berm:
:.........•••••-•...................................................... ............................................................................................................_....
Rockbed
11.0 Widih: 10.0 11.0
Total Length: 75.0
�dth:
37.0
Downsbpe berm: Downslope absorption width:
16.0 10.0
Total length: 97A _
Notes:
DiveR surface water away from mound.
Page 5 of 5
. � University of Minnesota Pressure Distribution System Design - 10/25/04
All boxed rectangVes musf be ente2d,the rest will be cakulated.
OwsRe
Sewwoe
1. Select number of perforated laterals: � T"""""'`T
PawRww�
2. Select perforation spacing= �ft
,.�.-�..�,�,
3. Since perforations should not be placed Goser that 1 foot to ��.M__�}�.M,r,��p r-_�, "'
the edge of the rock layer(see diagram),subtract 2 feet from y,.,,,_.k
the rodc layer len h
75 -2ft= 73 ft ;;,r�;�^!�K/�IS_SI/4'
4. Determine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 73 ft/ 3 ft= 24
5. Seled perforation size 7/32 inch
6. Number of perforations is equal to one plus the number of perforation spaces(4).
'Check figure E�to assure the number of perforations per lateral guarantees
< 1096 discharge variation.
24 spaces+1= 25 perforations/lateral
E-4 Maximum Number of 114 inch perforations E-5 Maximum Number of 3H6 inch perforations
�lateral to uarantee<10•/.dischar e variation r lateral to uarantee<70°k dischar e variation
Perforation Perforation
Spacing Pipe Diameter Spacing Pipe Diameter
ft 1 inch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1.25 inch 1.5 inch 2.0 inch
2.5 8 14 18 28 2.5 12 19 25 39
3.0 8 13 17 26 3 11 18 24 37
3.3 7 12 16 25 3.3 10 17 23 36
4A 7 11 15 23 4 10 16 21 33
5.0 6 10 14 22 5 9 15 20 31
7. A.Total number of perforations=perforations per lateral(5)times number of laterals(1).
25 perfs/lat x 3 laterals= 75 peAorations
B.Calculate the square footage per perforation.
Recommended value is 6-10 sqft/perf.Dces not apply to at�rades.
1. Rodc bed area=rock width(ft)x rodc length(ft)
10 ft x 75 ft= 750 ft�
2. Square foot per perforation=Rock Bed Arealnumber of perfs(6)
750.0 ft/ 75 perfs = 10.0 ft!perf
8. Detertnine required flow rate by multiplying the total number
of perforations(6A)by flow per perforations see figure E-6)
75 perfs x 0.56 gpm/perfs= 42.0 gpm
E-6 Perforation Dischar e in GPM
Head Perforations diameter
feet inches
3/16 7/32 1/4
1 0.42 0.56 0.74
2° 0.59 0.80 1.04
5 0.94 1.26 1.65
a. Use 1.0 foot for single-family homes.
b.Use 2.0 feet for anything else �
'��
9. Detertnine Minimum Pipe Size .
A. Man'rfold on End. If laterals are connected to header pipe
as shown in Figure E-1,to seled minimum required lateral Fa�--E-,:M�,+�w���aE^dda,�m
diameter;enter figure E-4 or E-5 with perforation spacing and
number of perforations per lateral.Select minimum diameter
for perforated laterals= 2.0 inches
B. Center Manffold. If pertorated lateral system is attached to �.E-2."�°�°°�.° '
M n.unw ae ti sr.w,+ ,
man'rfold pipe near the center,like Figure E-2,perForated lateral length(3) ..
and number of perforations per lateral(5)will be approximatey '
one half of that in step A. Using these values,select -
minimum diameter for perforated lateral= 1.5 inches - ^Z--
I hereby rtify that I have completed this work in accordance with all applicab�e ordinances,rules and laws.
/-
(signature) 810 (license#) 9/1/2005 (date)
� � University of Minnesota Pump Selection Procedure - 10125/04
Ali boxed rectangles must be entered,the rest will be calculated.
o.+s��
1. Determine pump capacity: T���,,,T
A. Gravity Distribution P�aRAM �
1.Minimum required discharge is 10 gpm
2.Ma�cimum suggested discharge is 45 gpm
For other establishments at least 10%greater than the water
supply rate,but no faster than the rate at which effluent will flow
out of the distribution device.
B. Pressure Distribution-see pressure design worksheet Son f�eatment sysrem
&pant of discharge
.............
Selected Pump Capac'�r: 42 gpm toioi�Pe �
length
,.._,.:.,,., ,-„� 2A.elevotfon
inlet difference
2. Determine Total Dynamic Head(TDH) p�pe�
A. Elevation difference beiween pump and point of discharge. �- -. -- - ;
16 feet i:�� ----------------------- ------
g, Special head requirement?(See Figure-Special Head Requirements)
��feet Special Head Requirements
Gravity Distribution Oft
C. Friction loss in supply pipe Pressure Distribution 5ft
1. Select pipe diameter �in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read fiction loss in feet r 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe
Friction loss= 3.28 ff/100 ft of pipe r 100 ft
nominal
3.Determine total pipe length from pump discharge to soil system discharge point. Flow Rate i diameter
Estimate by adding 25 percent to pipe length for fic6on loss in fittings. m 1.5" 2.0" 3"
Pi len th 6mes 1.25=equivalent pipe length 20 2.47 0.73 0.11
240 ft x 1.25= 300 feet 25 3.73 1.11 0.16
30 5.23 1.55 0.23
4.Calculate total friction loss by multiplying fiction loss(C2) 35 6.96 2.06 0.3
by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39
Friction Loss= 3.28 ft/100ft X 300 ft / 100= 9.8 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7
head requirements(B),and total friction loss(C4). 60 5.6 0.82
16 ft + 5 ft + 10.0 ft 65 6.48 0.95
70 7.44 1.09
Total Head: 31.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 42 gpm(1A or B)
with at least 31.0 feet of total head(2D).
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
�
(signature) 810 (license#) (date)
�� ����
Page 1 of 1
Loqs of Soil Borinqs
License#810
Location or Project: 3320 Fox Street
Borings made by: Rusty Olson's Soil and Perc testing 8/11/2005
Classification System: AASHO ; USDS-USDS-SCS X ; Unified ; Other
Auger used (check two): Hand_X_, or Power , Flight, Bucket or Probe_X_
Boring Number_1_Surface elevation_956.5_ Mottled Soil at_ 1.3_feet
0"�" Dark brown loam 10yr3/2 H20 present at X_
6"-16" Brown clay loam 10yr4/4
16"-30" Rusty brown clay loam 10yr5/4
Boring Number_2_Surface elevation_956.5_ Mottled Soil at_1.6_feet
0-12"Dark brown loam 10yr3/2 H20 present at X_
12"-20" Brown loam 10yr4/4
20"-30'' Rusty brown clay loam 10yr 5/4
Boring Number_3_Surface Elevation_957.8_ Mottled Soil at_1.6_feet
0-8" Dark brown loam 10yr3/2 H20 present at_X_
8"-20"Brown loam 10yr4/4
20"-30"Rusty brown clay loam 10yr5/4
Boring Number_4_ Surface elevation_957.8_ Mottled Soil at_1.5_feet
0-8" Dark brown loam 10yr3/2 H20 present at_X_
8"-18" Rusty brown loam 10yr4/4
18"-30" Rusty brown clay loam 10yr5/4
Bonng Number_5_Surface elevation_955.5_ Mottled Soil at_1.6_feet
0-12" Da�k brown loam 10yr3/2 H20 present at_X_
12"-20" Brown loamloam 10yr4/4
20"-30" Rusty brown clay loam 10yr5/4
Boring Number 6_Surface elevation_956.8_ Mottled Soil at_1.5_feet
0-8" Dark brown loam 10yr3/2 H20 present at X_
8"-18" Rusty brown loam 10yr4/4
18"-30" Rusty brown clay loam 10yr5/4
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 08/12/05
Location: 3320 Fox Street
Hole number: 1
Date hole was prepared: OS/11/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-6" Dark brown loam 10yr312
6"-12" Brown loam to clay loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 08/11l05 At 11:30 A.M. depth of initial water filling 12 inches
above 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
10:00 10:30 6" 2.5 12.0
10:37 11:07 6" 2.4 12.5
11:08 11:38 6" 2.4 12.5
AVERAGE PERC. RATE 12.3 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 08/12/05
Location: 3320 Fox Street
Hole number: 2
Date hole was prepared: 08/11l05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 08/11/05 At 11:30 A.M. depth of initial water filling 12 inches
above 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
10:01 10:31 6" 2.6 11.5
10:36 11:06 6" 2.5 12.0
11:09 11:39 6" 2.5 12.0
AVERAGE PERC. RATE 11.8 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 08/12/05
Location: 3320 Fox Street
Hole number: 3
Date hole was prepared: 08/11/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 08/11/05 At 11:30 A.M. depth of initial water filling 12 inches
above 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
10:02 10:32 6" 2.0 15.0
10:35 11:05 6" 2.0 15.0
11:10 11:40 6" 2.0 15.0
AVERAGE PERC. RATE 15.0 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 08/12/05
Location: 3320 Fox Street
Hole number: 4
Date hole was prepared: 08/11/05
Depth of hote bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 08/11/05 At 11:30 A.M. depth of initial water filling 12 inches
above 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
10:03 10:33 6" 2.2 13.6
10:34 11:04 6" 2.1 14.3
11:11 11:41 6" 2.0 15.0
AVERAGE PERC. RATE 14.3 MPI
DATE TIME ✓
CITY OF ORONO CALLED IN
INSPECTION N IC SCHEDULED ���-, i
PERMIT NO. �� COMPLETED � �`� ✓"� ' �J
ADDRESS
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TELEPHONE NO.
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lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J �0 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR W4LL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-46��
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OwnerlContractor on si :
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION SCHEDULED
PERMIT NO. COMPLETED '�'� � �) Pn.�
ADDRESS �'��2�1 t-C"1� S -�-�P� f
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TELEPHONE NO. ��0✓1 a ,�i
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
Q 07 DEMO-FINAL �SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL RETURN
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❑STOP ORDER POSTED.CALL INSPECTOR
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Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on site:
Inspector. ,�/ ��/�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION I�OT��� D� SCHEDULED �---_ /�
PERMIT NO. � COMPLETED ��e� .`� �.L'C�1�7 ���C7O
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ADDRESS 33,�� �ox �-}-rP e�--
OWNER �s'/elr l-fA v9�2.� CONTR. (-1 �4•-t�S
TELEPHONE NO.
� DESCRIPTION
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 1 SEPTIC INSTALL. \ 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL C��.•'� �' 35 HARD COVER REMOVAL
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. �; pH0T0 TAKEN
INSPECTOR WILL RETURN
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice