HomeMy WebLinkAbout1997-009687 - new septic system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- PO. Box 66
Crystal Bay, Minnesota 55323 Permit Number:
(612) 473-7357 Date Issued:
SITE ADDRESS:
DESCRIPTION:
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REMARKS:
FEE SUMMARY:
CONTRACTOR: OWNER:
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RMI ION TO MA I&!E 1j N D E R 6 1 G N_E D HEREBY REQUESTS Pk Kf THE-,1AE IM P `(71ST VE , NT�;
!PEC ED AND AGREES TO DO ALL WORK IN STRICT- COMPLI! _71E,_1-,;IltH,: '< TY OF
17-IRONC-1 0RDINANC:ES AND STATE CIF t11NNE EOTA BVILDING C'.ODE, R
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yAPPLICANT/PERMITEE SIGNATURE 7 ISSUED BY:SIGNATURE ,&i-+
CITY OF ORONO SEPTIC SYSTEMPERI IIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS:
Occupancy Type: Residential Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: Phone Number:
Mailing Address: City: Zip: _
' Z3- 7Contractor's l Y SNb
Mailing Address: City: Zip:
DO NOT MAM PAYMENT WITH THIS APPLICATION
GE M AL INSTRUCTIONS
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.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
H
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: -C Precast Concrete _ Other Manufacturer
Tank Capacities: 1) 3 W gal. 2) c�) gal. 3) / ?uD gal.
B. Pump Station (if required
k /
Pump make & model - /-1 y (attach pump curve &
literature); system design requires _ gpm at Z 3 feet of head.
High water alarm make & model Outside
• ' electrical work to be completed by installer electrician_X
other Inside electrical work must be completed by
electrician.
C. Treatment System: 2-
Trenches: s.f. Mound /a
Depth of rock below pipe " Rock bed dimensions AL'x G� 'z/2
Drop Boxes Sand bed dimensions 'x ' Zo
Distribution Box Pressure Dist. Pipe Diam. /",L" 3
Maniford 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, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: �� Date:
MPCA Certification No.:
Staff Review: Appr v D ni
Reviewer: -
�' Date:
Reason for Denial:
O CITY OF ORONO
O O SEPTIC SYSTEM APPROVAL
CITY of ORONO
k;�• '� Municipal Offices
�� y'• r tiH Post Oftke Box 66
Crystal Bay,Minnesota 5532.3-0066
`9kESH0
LOCATION: 2520 Thoroughbred Ln.
OWNER: Eiden
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing, Inc. REPORT DATE: May 8, 1998
The City of Orono has Approved your on-site system design as of May 18, 1998
(approved-disapproved) (date)
with the following comments: The primary drainfield site was compacted and has been
reevaluated for use. The compaction on the proposed site is significant and must
now be deemed "experimental". This site must be roughed up to break up some of the
compaction and may be used as a future site only.
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND(cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITYOF N
By
Stephen Vec an, On-site Systems Manager
TELEPHONE-473-7357•FAX-473-0510
S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 - (612) 497-3566
FAX (612) 497-5011
State License#394
May 8, 1998
Tony Eiden Company
Lot 3, block 1
Old Crystal Bay Rd., 2nd Add.
Orono, Henn. Co., MN
A Site evaluation was completed on this site for the proposed on-site sewage treatment
system designed on 5-13-94.
The site proposed has been disturbed with construction equipment compacting the soil.
Percolation tests were completed indicating the soils have been compacted. This site
will need the soil turned over 18" deep in the area of the compaction and left for the
future expansion site. This site will no longer be classified as Standard and will need
approval from the city official.
The future site on the design dated 5-13-94 will need to be the proposed site for the
mound system.
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils at a depth of 12" (#2, 3 &4) have a percolation rate averaging 21.1 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
1
a Io3L.L
,o;1L" _ CITY F ORONO
B ILDING R I
INSPECT R
icus.st i� '3 i\ o c�`- io�1.i �'<m rwEv DAT PERMIT NO. _ --
�' APP OVED AS SUBMITTED
L s � -� ElAFP VED WITH CORRECTI&4S AS NOTED
❑ NOT PROVED---CORRECT&RESUBMIT
These comm nts are for your information.All work shall be dono
in full compli nce with all applicable building and zoning code.
Requiremeincluding items not specifically noted in this review.
It
' ♦1 Li s + KEEP T IS PLAN SET ON SITE AT ALL TIMES
x -�
+ 1 t
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P
filo?5.4 `r o .
a '
`� pe�^eos�-a w LOF�I�-1 d 1�V�1-r�d•��-ice
l� c.NAMZIM-
6 Percolotion Tests Scale: So
XS-oil Borings
ench Mork
-� lip
795
ote: This system is to be constructed to meet
A. the Minnesota Poltu!ion Control Agency
Chapter 7080 & .Local Ordinance
Local — t� / Check all underground u-4-ilitiesi
- f�6 D
PRCptRTY OF:-I ��--
Pry
60 .
/ \V S-�P TESTING /N .
Designed 6y:`2—
--=--- - - - - Date:&/J3/`Lq PH.6:2 -497-3566
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SET- BACKS
HOUSE System must be
Tank -202 from property lines
from wells
_0 from bsdgs.
�+ from lakes,area = stree s
Treatment area from property lines NOTE:Power soppy and switches must be located in a
weather proof enclosure outside the pumping chamber and manhole
M/t•NtlotBS --in �a." 14from wells
ao :from b!dgs.
L'from trees SOIL BORING ELEVATIONS
t t t I
TH. I EL.-loaS9 -YW"6 -)0k!.:3
i dna gee —%,TH.-Z EL.- vx
Tank ::i - 90 - TH. 3 EL:��
Tank
Drop to Topk I PRESSURE DISTRIBUTION MOUND SYSTEM TH_4 cL_Lo z�.I
TH`5 EL- oz •�
Min,l�to 8' �-PumF�9
Max.l'to4, Chamber ELEVATION at PROPOSED PUM MG
CHAMB4�'lo fi"dia.pipe E�1n - ��l 3�0
SYSTEM DESIGN -MOUND �� �ow�-t-�-��-- - /n��•�
TYPE--1-- , S BEDROOM , Average percolation rote 11- rrinAvch (design.83sgft treatment area pergal,of daily sewage flow)
7�l) goL/doy x.83sgft/gd.4,; •s •ft,of treatment ani +10%= �` sq.ft. (-IOfiwidth= G� f!length of bed area+side slope run `}to 1 x43.heigtt=�ftx1(_RIO area needed)
Clean rack needed- GA sq.f L treatment area x' �•a�depth of rock_21 '� cuJt=27= L_ cu yds(3/4 to 2 W da.,includes 2 of rock above pipe)
•• AVS SAs.�o oti�� • �• a�
Clean sand ft7l below rods needed 2DO cayds. approx. , sandy loam back fill _cu yds apprnx-, topsoil 6 '�-W yd-
W RStt�o �L4C1la�1J�J�CD, 4t01.0.XO-070 _CO--r-be SolL._EoF \fRlGt+�Sz9�-'`tl
Number of tanks required—a $ Ist to* 11-0_got ,2nd lank °o D gol.mmirvnrns fva S P4im Pt VJL- 4
Pumping chamber capacity- 25% of dodysewoge flow of 20 gol.=� 901.+reserve stooge of 150gzkl/B1r-.14D—got.+pipebockdrainage— PROPERTY O d h
Of l'i gol./IOOGn.ftof I 'da.supply pipe, 1'rn ftneeded 20 , 1kgol.f manifold iefgd./t00raft of a"da.pipe,fxftneeded�, Z-- gat. o L
total copor-ity neededgZ�- goL(plus area for pump) gv►I.caP.
Distribution pipe I�3�da. , 19�lin.ft,�� rota .�
ilia. perforations �� ���• �
Pump size 1�hp. (pumpable capacity ao�got.4 cycles/day) J LS�o ao H�Po Pa.�bs ;� �3 z'� 3��o.►1 r,�.n. $-P TESnT/NG / C.
Notes When constructing bed - , Itis area should be shaped Note: Distance from treatment area to neighboring wells— i Designed 9y: ✓� v?
to divert run-off from entering treotment area. vim' '� - /BO - -/
; Dore-�./13/�. , PN. 612-497'-3566
—
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3.0 jFf`�
p N.A p S 4 -0 la t!� 4 SDil'S1�
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SET- BACKS
y v- _ _moo'_
�� 1 t� T W �b Sot.JT�
HOUSE System must be:
Tank 2,0� from property lines X - S _-<A wa !ap &A\-
2: from wells
SN- •Q o U. from bidgs.
r�,. `'`'tet•-�
Treatment area - from lakes , 2,�.screams NOTE:Power supply and switches must be located in a
-��Al-t 10a.71-0 ►F-c Y�w+p ' Treatment area 7-0 from property lines weather proof enclosure outside the pumping chamber and manhole
w►4\- '2V_ 11,16"V110 1" MA-Nlkoc.trs n,;n ►�" 'from wells
.-�I.{ from bldgs.
I—-, 1st'from trees SOIL BORING ELEVATIONS
17-
iakin. THVI EL.-L
�.,da.su I i e grade o TH"2 EL.--b%�LS
1� — /o
I Tank Tank. PRESSURE DISTRIBUTION MOUND SYSTEM TH"3 EL.-
Drop to Tank i
II TH"4 EL-/b71L.1
,. L� TH`5
Min..l"to 8' Pumping.
Max.l too � ���P -VA AY-S S1�A`>voc�J Chamber ELEVATION at PROPOSED PUMPING
•� CHAMBER-Lo3 logo,?�• K47/ot�.D i
-4 to 6 dia.pipe
i
SYSTEM DESIGN -MOUND ►► I.Au� 'T ��.00�• -lQ�l3
TYPE-., BEDROOM , Average percolation rate 11..2 min./inch (design.83 sq.ft treatment area per gat.of daily sewage flow)
2 r7 gal./day x.83sq ft/gal.Io3 sq.ft.of treatment area +10% =taM sq.ft. (= 10ft.width=_U5_ft.length of bed area+side slope run to l x heigh= _ft.x91�_ft.lawn area needed)
Clean rock needed- �-sq.ft.treatment area x/o S, depth of rock--fir 1 q cu.ft=27= O cu.yds (3/4'to 2 I/�'dia. ,includes 2"of rock above pipe)
Clean sand fill below rock needed a.ov cu.yds. approx. , sandy loom back fill d ` _cu.yds.approx., topsoil 6"_Se . yd.
w�as�o C>LECorn*-%<-I -co P,co a0'1* {o TOPs01%..Fat- \RKrct,JLRQ 5►APE =L�Yfl_�tafW
Number of tanks required-A-L-, Ist tank&l2.gol. ,2nd tank)P20 gal.mini rims fl—'as PLA M P►N L.
Pumping chamber capacity- 25% of daily sewage flow of 0-gal.=J_c&_gal.+reserve storage of 15 0 jA 1./B�_�Q got.+pipe back drainage- PROPERTY OF '(0-Q
ofI e,,l gal./IOOlin.ft.of Z-Mdia.supply pipe, lin.ft.needed V) , �'7Lgal+manifold 15�gal./IOOlinftof "dia.pipe,I'n.ff.needed� ,-7,got. , 0.� Zz1p�,� pyo
total capacity needed.'V?.X gal.(plus area for pump) use min. ►iso gal.caP. G�`�'.�fA� �A-�l4� ,�� gip_
- l� 7f OV-0-'Lo 1M Yl t�'i -�?L • 60
. Distribution tpi�pe L�dia. ,�,.�.lin.ft., 32•dia. perforations��a apart
Pump size -rte hp. (pumpable capacitygal. 4 cycles/day) S—P..�T-EST/NG N .
Note: When constructing bed , this area should be shaped Note= Distance from treatment area io neighboring we::s- Designed 9 �Q^^- 63 divert run-off from entering treatment area. � � —�� JDu r I g y
to dive u 9 ' PH. 612-497-3566
Date .�/13/31 ,
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated 0 gpd Number
of or measured - x 1.5 =_=_gpd. Bedrooms ��I Iyix tt Type III Type IV
2 300 2Z5 180 so9c
3 450 300 218 et
B. SEPTIC TANK LIQUID VOLUMES s 7600 3775 294 256
6 900 525 332
i- a Sv J-�DO O gallons 07 1050 600 370 mW
I�L To 16" 8 1 1200 1 675 1 408
C. SOILS(refer to site evaluation) 1, , Number
��
1. Depth to restricting layer = J a') 1 �y inches,syr. a," Bedmoms c
2. Depth of percolation tests = 21i inches
3. Percolation rate ?1. 1 mpi 23 cc 4 1less7.050°0 1.50000
4. Land slope - % 7 or 9 z� ;;�
over 9 See fig.C-6 (x 1.5)
D. ROCK LAYER DIlvfENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 = ,
_0 6)_gpd x 0.83 sq. ft./gpd sq. ft.-}►o`er=1-%4"
2. Select width of rock layer (10 feet or less) = /0 ft.
3. Length of rock layer = area width = Rock Bed
(ogi-l-sq. ft. 20 ft. = L�< ft. ti.,.,.,.,.,.,.�.,.ti...,.�.,...,.,
1•t•1•�•I•f•f•f•t t•f•t•f•t•f•l•
{•ti•\•�H.ti•ti•ti•ti•tiN•ti.ti•ti•ti•ti•ti
r•r•f•r•f•r•r•r•�r•r•r•f•f•r.f• idth 5510 ft.
S•ti•'►•ti.ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•%
f•1•t•r•t•t•il'•f•1 t•t•I•r•t•t•1•
{.ti.�•�•S•S.ti.ti.ti.{•1•Mti•ti•tiH•ti
.j•f.f•I•r.j.r.r•f•I•r•f•r•r.f.f•
E. ROCK VOLUME �-- Length I
1. Multiply rock area by rock depth to get cubic feet of rock;
(a,tL4 sq. ft. x Lo__�C ft. =015e_cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
r?)ee cu. ft. i 27 -;t 17_cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
cu. yd. x 1.4 ton/cu. yd. =,� tons.
F. ADSORPTION WIDTH Z-v-A LO vn a«,width Siting,able
1. Percolation rate in top 12 inches of soil is ,21,1 mpi pemalati Rate �dy
� 1,0"
`timitrs per inch Soil Texture
,2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 d/ft2 0.1 toy Sand 1.20 1.
- 0.1 to 5 Fine Sand- 0.60 2.00
6 to 15 Sandy Loam 0.79 1.52
3. Calculate adsorption width ratio b dividing rock layer 16 to 30 Loam 0.60 2.00
rp y g }' 31 to 45 Silt Loam 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 6o ClayLoam .4' 2.67
-"bT_MM__ ay 4 5.00
1.20 gpd/ft2i I�gpd/ft2 Slower than 120 Clav - -
••Soil having 50%or more of fine or very fine sand.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
24 x10ft=a'z ft
G. DOWNSLOPE BERM WIDTH slope:- Cover 1'
1. If landslope is 1% or more,
a� 1
subtract rock layer width from adsorption width xo i 4
to obtain minimum downslope berm toe 6"Topsoil
al.. ft - )o ft = 10 feet atural Soil
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at upsl°pe width Nwnaslope Width
upslope edge of rock layer: R°d;Width Alnor� t7 Width
Separation 3' - J, O ft = --�.O feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer;
.�,0 ft +ift + ift = y,3 feet
c. Enter table with landslope and upslope berm upslo width .
ratio. Select berm multiplier of a.S'7
d. Multiply berm multiplier b upslope mound u slo a width :�aAa•pa'Q;; hock Bed �Q•pQY4•a' :Upslope Width
P YYp. 9c,Qa °a wid�t�h�y,• 1°
height to find upslope berm width:
'ly �w�:r��i�'�o 06P0 a49�ro�u a�ae�'�•o Yid'f
y.o x3�_=1�- feet L r
e. Multiply rock layer width by
landslope to determine drop in elevation; F° Downslope Width._
Absorption Width
to x_2_210+ 100 = 2 feet
f. Add depth of clean sand for slope Total Length o c�
difference (2e)at downslope edge, to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
4,0 ft + , -z _ft= 9.3 feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of y -L
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
y,Sy x y.2 = ;,0 feet BERM SLOPE MULTBUERS
i. Compare the values of step G.1I _
and Ste G.2h a o Lana DOWNSLOPE UPSLOPE
P Slope, term multipliers for various term multiplies for various
Select the greater of the two values as the in% bum slope ratios term slope ratios
downslope berm width; a feet
Total mound width is the sum of 5 4 5 7
�' 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
upslope berm (G.2d) 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width (D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90
plus downslope berm width(G.2i); 3 3.30 5.88 7.32 8.86 2.75 557 4.35 5.08 5.79 6.45
I Lj_ft + g _ft+ au') _ft = feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71
berm width (G.2d) plus rock layer length (D.3) 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41
plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
may_ft + to V ft + ) L4-ft= c7 L feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
a L + tole au /p 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions. ll 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
Li L1 X lo A 0�
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 2.9 % or less adsorption width inculdes both upslope and
downslope widths
2. Calculate Minimum mound size bsaed on geometery:
a. Determine depth of clean sand fill at upslope edge of rock layer:
Separation /, y feet
b. Multiply rock layer width by landslope 1 feet corer
to determine drop in elevation; 1 f eo t R e ed
Slope Difference SeDeretlon feet
x -% + 100 = feet Slope Difference �_ et
Upslope Width
c. Add depth of clean sand for separation (2a) feet
Rock Bed Width
at upslope edge, depth of rock layer (1 foot) to feet Downslope width
depth of cover (1 foot) to find the mound height at the feet
upslope edge of rock layer; ),0 ft + Ift + 1 f=Z feet
d. Enter table with landslope and upslope dike ratio. a-� t I =� y ' snolN 4 P W
Select dike multiplier of H
e. Multiply dike multiplier by upslope mound height to find
upslope dike width: �_x H _= 1-,-4- feet QRST SO4-C�4 -4 *4 _1b
f. Add depth of clean sand for slope difference (2b) at downslope edge, to
the mound height at the upslope edge of rock layer (20 to find the
downslope height; - it__+- -- ft = feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of �----
h. Multiply dike multiplier by downslope mound height to get
downslope dike width: feet
i. Minimum mound width is the sum of upslope dike width plus rock
layer width plus downslope dike width;
---_..ft- feet
upslope W1atn
j. Subtract the minimum width (2.i) from the f.a
_ ...
adsorption area (F.4) to find the additional i ROCK Bid Width .
downslope area for adsorption L P,1& `°°`
[ Upslope W1dtn UDs1oDe Width
feet 3 feet feet
k. Add the additional width (2.j ) to the
I Li ID+ downsolpe width and recalculate So oowoslcp.Wiotn
�.Z the total width E r.a
1Z ft + eft + �-�ft = 39 feetV4� f
E
1. Total mound length is the sum of
upslope dike width plus rock layer length
plus upslope dike width: Tote, length
1Z ft+ 1,,eft + 11,,_ ftfeet
Downslope UPSIOPe
3:1 4:1 5:1 61 7:1 3:1 4:1 5:1 6:1 7:1 8:1
%dope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3.09 4.17 51b 6.36 7-53 291 3.85 4.76 5.66 654 7.41
2 3.19 435 556 6.82 8.14 2.83 3.70 454 536 6.14 6.90
3 330 454 5.88 732 6.86 2.75 3.57 435 5.06 5.79 6.45
4 3A1 4.76 615 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
5 3S3 5.00 667 857 1077 2.61 333 4.00 4.62 5.19 5.71
6 3.66 5.26 7.14 938 12.07 254 3.23 3.85 4.41 4.93 5.41
7 3.0 556 7.69 1034 1373 2.48 3.12 3.70 4-23 4.70 5.13
13.95 5.88 833 1154 15.91 2.42 3.03 357 4.05 4.49 4M
9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 430 4.65
10 429 667 10.0 15.00 2333 231 2.86 333 3.75 4.12 4.44
11 4A8 7.14 11.11 17b5 30.43 226 2.78 323 3.61 3.95 426
12 4.69 7.69 1250 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
F-17
PiTMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: �1-G_
Gravity Distribution Toa.NlAE
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - ,r,,C-f...F°6,k(,,,o,-
water use rate. `.,S"I.. =I"'"Wr.wow----dNr°..°,wY,pow)
2. Maximum suggested for delivery to a drop box of a home system is 2cToa
oo,700 �*�W o."'°�' '�°^'°'�
nro Noe/
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. Aw L.a.l Iz•I°ee,.
o Flo)! of Rost L.Y.
Porfaralar letslW of
Pressure Distibution u.."Sen°'"y.
3.a. Select number of perforated laterals 12S
b. Select perforation spacing feet.
C. Sub" 2 ft.from the rock layer length.
-2 ft._ to 6_feet.
d. Determine the number of spaces between perforations.
Length perf.spacing=-.(&J,ft.+ 'S__ft._ _spaces Required Perforation Discharge
e. 32_spaces+1=. S perforations/lateral in gallons per minute(gpm)
f. Multiply perforations per lateral by number of laterals to �/� DHh�adrge ;i2 em R,, i ad Pet
get total number of perforations. IM- x A',,, , =�;�perforations. (feet)� x-;,*,=-=gpm. 1.Oa .56 0.74
SELECTED PUMP CAPACITY gpm 2.Ob 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
_l2 feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
feet
3.- Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L._ Q.to ft./100 ft of pipe
b. Determine total pipe length from pump to dischargeElevation Difference)
point. Add 25 percent to pipe length for fitting EIP-U'm' p )D�
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
if)0- x 1.25= /J 3 feet
1.5 inch 2inch 3.0 inch
c. Calculate total friction loss by multiplying per gl� Friction per 100 R of pipe
friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20
Total friction loss= a,V x 1j 3 +100= 3 feet •12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
Z + S + _ 25 3.73 1.11 0.16
(1) (2) (30 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HEAD 0 feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection 60 5.60 0.82
1. A pump must be selected to deliver at least
gpm (Step A)with at least ;� 0 feet of total head (Step B).
r ,
r ` a
S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX - (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Tony Eiden Company
Lot 3, Block 1
Old Crystal Bay Rd., 2nd Add.
Orono, Henn. Co., MN
Borings completed on 5-1-98, with a hand bucket auger.
BORING NUMBER 1A- MOTTLED SOIL AT 22" - standing water present in the boring
at 28", 22-1/2 hours after the boring. COMPACTED 14" to 16" deep.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 22" Brown clay loam 10YR 5/6
22" - 36" Rusty brown sandy loam 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 2A- MOTTLED SOIL AT 24" - no standing water present in the
boring. COMPACTED 14" to 16" deep.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Brown sandy loam 10YR 5/6
16" - 24" Brown sandy clay loam 10YR 5/6
24" - 28" Rusty brown sandy clay loam 10YR 5/6 - mottles 6/8
28" - 34" Rusty brown sandy loam 10YR 6/4 - mottles 7/1,6/8
34" - 36" Rusty gray sandy loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 3A- MOTTLED SOIL AT 28" - standing water present in the boring
at 32", 22-1/2 hours after the boring. COMPACTED 16" to 18" deep.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 5/4
18" - 28" Brown sandy loam 10YR 6/4
28" - 36" Rusty gray brown sandy loam 10YR 6/3 - mottles 7/1,6/8
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 5-2-98 starting at 10:24w
Test hole location Lot3,Blk.1,Old Crystal Bay Rd.,2nd Add.,Orono.
Test hole number-IA, Date test hole was prepared-L-1-98.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is kll& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 5-1-98, 12 Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
10:15 prefill 6
10:24 10:54 6 1/2 60 30 min
10:59 11:29 6 1/2 60 30 min
11:33 12:03 6 1/2 60 30 min
Percolation rate=60&minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 5-2-98 starting at 10:25am.
Test hole location Lot3.Blk.1,Old Crystal Bay Rd.,2nd Add.,Orono.
Test hole number-2A. Date test hole was prepared 5-1_98.
Depth of hole bottom 12 inches. Diameter of hole fz inches.
SOIL.DATA FROM TEST HOLE.
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is kn&. Depth of gravel in bottom of hole is 2inches Date and hour of initial
water filling 5-1-98, 12MM Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sjphon.
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
10:15 prefill 6
10:25 10:55 6 1-1/16 28.2 30 min
10:58 11:28 6 1-1/16 28.2 30 min
11:31 12:01 6 1-1/16 28.2 30 min
Percolation rate=2$2-minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 5-2-98 starting at 10:26am.
Test hole location Lot 3,Blk.1,Old Crystal Bay Rd..2nd Add.Orono.
Test hole number-3A. Date test hole was prepared-Sm
Depth of hole bottom 12.inches. Diameter of hole¢inches.
SOIL.DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 101, Topsoil dark brown loam
101' - 12" Brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2-inches Date and hour of initial
water filling 5-1-98, 12:00pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
10:15 prefill 6
10:26 10:56 6 7/16 68.6 30 min
10:57 11:27 6 7/16 68.6 30 min
11:32 12:02 6 7/16 68.6 30 min
Percolation rate=§$,Lyninutes per inch.
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
May 9 , 1994
Tandem Properties
Lot 17, Block t;� c�'C3 Ci`-1� I , o�.o c. s's�rt� aA�( �. 'o'o•�
Dickey Site
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - L+B - LeSueur loam.
A seasonally high water table was located at 12" to 28" , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
Mound System will need to be installed. The bottom of the rock
bed must be located at least 3 ' above the seasonally high water
table.
The soils at a depth of 12" have a percolation rate averaging
16. 2 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device, this is in case of
a pump failure. (mercury floats are a good method) .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT' D
Lot17,B1k. 1
Dickey Site
(2)
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
with proper installation and maintenance, this system should have
no problem in treating septic effluent effectively.
Nothing other than gray water, (laundry, showers , etc. ) human
waste & toilet tissue should be disposed of into the septic tanks.
Garbage disposals are not recommended. Smaller amounts of laundry
soaps, dish soaps , cleaning agents, etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria
needed to treat septic effluent properly. Additives are not
recommended, they may cause harmful damage to your system.
Recommend to pump & clean your tanks by a certified pumper
every year if you have 1 tank & every 2 years if you have 2
tanks to insure proper maintenance.
Steven B. Schirmers
SBS/ds
L-13
.CERTIFICATION 4 00627 Lo(As of Soil 13orinq s
Location or Project Lot 17, Block 1, Dickey Site, Orono
Borings madd by S-P Testing, Inc. Steve Schirmers _Date 4-12-94
Classifiction System: AASHO USDA.-SCS X ; Unified Other
Auger used (check two) : Iiand X or Power , Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in
in
feet Surface elevation 1025 .9 feet Surface elevation 1025.5
0 Topsoil dark brown loam 0 Topsoil dark brown sandy
0 - 10" 0 - 1 ' -MOTTLEkDI' loam
1 _ Bro boa ayl0" - 1 ' 2"-MOTTLED 112' 1 - usty 1 ' - 11411 gari� b MR
Rusty gray brown
Rusty olive gray sandy clay loam
2 - clay loam 2 -
114" - 2-1/2 '
Rusty gray brown sandy loam
3 - 112" - 312" 3 - 2-1/2 ' - 3 '
Rusty gray brown
Rusty olive gray loamy medium sand
4 _ loamy medium sand 4 _
3 ' - 4-1/2 '
Rusty gray silty loam
31211 - 5 ' 4-1/2 ' - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table: Standing water table :
present at 1 ' 4" feet of depth, present at 1 ' 4" feet of depth,
18 hours after boring . 18 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1121feet of depth. Observed at lfeet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CI✓R`I'IL"1CA'I IOIJ 4 0062 7 l.o. of Soil. Isurincc s
Location or Project Lot 17, Block 1, Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers _ Date 4-12-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Iiand X or Power Flight or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 1025. 5 feet Surface elevation 1026 .1
Topsoil dark brown Topsoil dark brown
sandy loam 0 - 10" sandy loam
1 - 0 - 1 ' 411-MOTTLED 114" 1 - Brown sandy loam
Rusty 114" - 118" gjafi b H 10" - 11811-MOTTLED 1' 8"
2 - Rusty olive gray 2 - Rusty olive brown
sandy loam sandy loam
11801
_ 2 1 811
"
3 - 118 - 3 ' 2" 3 _ O O
Rusty olive gray
sandy silty loam
Rusty olive gray
4 - loam 4 - 218"- 412"
Rusty olive gray
sandy loam
5 - 3 1 2It _ 551 5 - 4 1 2It _ 51
6 - 6 -
7 - 7 -
8 - 8
End of boring at 51 feet. End of boring at 51 feet.
Standing water table: Standing water table:
present at 1' 8" feet of depth, present at 1 ' 8" feet of depth,
18 hours after boring . 18 hours after boring.
N-t present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1411 feet of depth. Observed at 1 ' 81' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
3
CEJ,,"T1'UiCj17'ic)i� 4 UU62/ l,c ,. ;; of Soil I3orings
Location or Project Lot 17, Block 1, Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-12-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Band X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1027.2 feet Surface elevation 1026. 3
0 - - — 0 -
Topsoil dark brown Topsoil dark brown
sandy loam sandy loam
0 - 1 ' 0 - 1'
1 - 1 - Brown sandy loam
Brown sandy loam 1 ' - 1-1/2 ' -MOTTLED 1-1/
Rusty olive brown
2 - 1' - 2 ' 4"-MOTTLED 2 ' 4 ' 2 - sandy loam
1-1/2 ' - 2-1/2 '
Rusty olive brown Rusty olive graysandy clay
3 - sandy loam 3 - 2-1/21 - 31 loam
2@411 - 3 1 8 11
Rusty olive gray Rusty olive Cray
4 - sandy loam 4 - loam
31811 - 40811
10811
Rusty gray s-ilty loam
418" - 5 ' 3 ' - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 -
I
End of boring at 51 feet. End of boring at 51 feet.
Standing water table: Standing water table:
present at 311" feet of depth, present at 21111 feet of depth,
18 hours -after boring . 18 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 214° feet of depth. Observed at 1-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by g-p 'Pest-i nq, Tilt- on ; 4-13-9A starting at 8-1;9 — phi
Lot17,B1k. 1, Dickey Site tie) 4-12-94
Test hole location , Hole number , Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam.
10" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-12-94 2:30pm 12
Date and hour of initial water filling ,Depth of initial water filling 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 test 6 inches
Time Percolation
ime interval. Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
8 : 45 prefill 6
8 : 59 9 : 29 it2-1/8 14. 1 30 min
9 : 47 10 : 17 of of to it "
10 : 28 10 : 58 "
Percolation rate = 14 . 1 minutes per inch.
CERT."#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—p Tacit i nq, Tnc-_ on_4-13-94 starting at 9 :00
idme)
Test hole location Lot 17,B 1 k.1,Dickey Site Hole number 2 .,Date hole was prepared 4-12
12 6
Depth of hole bottom inches,Diameter of hole inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown sandy loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 4-12-9 4 DiA 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 test 6 inches
Time Percolation
'.'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8:45 prefill 6
9 :00 9: 30 of1-1/4 24 . 0 30 min
9 : 48 10 : 18 of " of " if
10 : 27 10 : 57 "
Percolation rate = 24 . 0 minutes per inch.
` CERT. #00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-13-94 9 :01
Percolation test readings made by ostarting at p.m.
Lot17,B1k.1,Dickey Site 3fdar1 4-12-94
Test hole location , Hole number ,Date hole was prepared
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test hole:
Depth, inches Soil texture
0 - 12" Topsoil dark brown sandy loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
4-12-94 2: 30pm 12
Date and hour of initial water filling . Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum water depth above hole bottom during test Anches
Time Percolation
ime interval. Measurement, Drop in water rate. Remarks
minutes inches level, inches minutes per
inch
8: 45 prefill 6
9: 01 9: 31 1-7/16 20 . 9 30 min
9: 49 10 : 19 "
10 : 26 10 : 56 "
Percolation rate = 20 . 9 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, INc. 4-13-94 9 : 02
Percolation test readings made by on starting at p.m.
(dare)
Test hole location Lot17,B1k.1,DiCkey Site Hole number 4 Date hole was prepared 4-12-94
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole!
Depth,inches Soil texture
0 — 10" Topsoil dark brown sandy loam
1011— 12" Brown sandy loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
4-12-94 2:30pm 12
Date and hour of initial water filling ,Depth of initial% ater filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum%kater depth above hole bottom during test Jnches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
8:45 prefill 6
9:02 9: 32 IV 1-5/8, 18.5 30 min
9 : 50 10 : 20 of if it " it
10 : 25 10 : 55 "
Percolation rate = 18 '5 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inca 4-13-94 9 :03 a'
Percolation test readings made by g on. starting a m.
Idarrl
Lotl7,B1k. 1,Dickey site 5 4-12-94
Test hole location , Hole number , Date hole was prepared
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown sandy loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-12-94 2 :30pm 212
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AL oma i a i phon
Maximum water depth above hole bottom during test 6 inches
Time Percolation
ime interval. Measurement, Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
8: 45 prefill 6
9 : 03 9: 33 it 3-11/16 8. 1 30 min
9:51 10 : 21 It
of if it of
10 : 24 10 : 54
Percolation rate = 8. 1 minutes per inch.
4
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 4-13-94 9: 04 a:m.
Percolation test readings made b� on startingat
floe)
Test hole location Lot17,B1k. 1,Dickey Site Hole number 6 4-12-94
Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown sandy loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-12-94 2. 30pm 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum water depth above hole bottom during test inches
Time Percolation
;"ime interval, Measurement, Drop in water rate, Remarks
minutes inches level. inches minutes per
inch
8: 45 prefill 6
9 : 04 9 : 34 if2-5/8 11. 4 30 min
9 : 52 10 : 22 it of of It
of
10 : 23 10 : 53 "
Percolation rate = 11 .4 minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. ��OC COMPLETED
ADDRESS A0o5 of t 9�
OWNER L�� CONTR.
TELEPHONE NO.
DESCRIPTION
U 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREM/ETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE27 S AI 21 COMPLAINT
J
W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 TI INAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDAT N REMOVAL
Z
OWNER/CONTRACTOR TQ MEET YOU:-�YESL NO
COMMENTS: —' /J�yw� /^a
If
JffjO
Cr.
O
W
Cr
Q
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W
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W
j
d WORK SATISFACTORY:PROCEED
W - PROJECT COMPLETE
w ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contracto it
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE C� SCHEDULED �►
PERMIT NO. I OMPLETED
ADDRESS �oZn o r"v `,�
'l
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 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
Z04 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
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
Uj 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
cc
a
cc
J
0
a
cc
0
U_
W
cc
Q
Z
W
z
W
>r
d /W10RKSATISFACTORY.PROCEED El PROJECT COMPLETE
W
cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
OU BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ne t inspection 24 hours in advance.473-7357
Owner/Cont r ons te:
Inspector.
White Copy/inspector's File Canary Copy/Site Notice
TE/
CITY OF ORONO CALLED IN :5-,D TIME
INSPECTION NOTIC SCHEDULED -2! -3 A3—
PERMIT NO. 7 COMPLETED
ADDRESSSo?
OWNER CONTR.
TELEPHONE NO. 3�S �
DESCRIPTION
W 01 FOOTING MECHANICAL RI 18 EXCAV/GRADING/FILLING
W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPT 21 COMPLAINT
07 DEMO-FINAL EPTIC INST 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU:_YES—NO
Z
COMMENTS:
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W ORK SATISFACTORY:PROCEED El PROJECT COMPLETE
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W CORRECT WORK&PROCEED 1- ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PPHOTOTAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR G CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contracto n sit
Inspector.
White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN S/a?21i L;'
INSPECTION NOTICE SCHEDULED
PERMIT NO. ala 9 -7 COMPLETED
ADDRESS •z; 520
OWNER CONTR.
TELEPHONE NO. ' 6
DESCRIPTION
ty� 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE21 COMPLAINT
`j 07 DEMO-FINALCFPTIC INSTALL 22 FOLLOW-UP
U, 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO
Z
R COMMENTS:
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Lu 4'WIDRKSATISFACTORY.PROCEED ❑ PROJECT COMPLETE
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O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
11 CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN
INSPECTOR WILL RETURN
C 1 STOP ORDER POSTED.CALL INSPECTOR G CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on site:
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN y�
INSPECTION NOTICE SCHEDULED
PERMIT NO. 9-/ Co PLETED l +�
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
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 S TIC INSTALL.' 22 FOLLOW-UP
LUT 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO RLEET YOU:_YES NO
COMMENTS:
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WU ElWORK SATISFACTORY:PROCEED PROJECT COMPLETE
W ❑ CORRECT WORK&PROCEED 1.7 ISSUE CERTIFICATE OF OCCUPANCY
❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. r_ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on to
Inspector.
White Copylinspector's File Canary Copy/Site Notice
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