HomeMy WebLinkAbout1997-009024 - new septic system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: E W,---R ii WA i F R
Crystal Bay, Minnesota 55323
i j��'=�t.x.�'>>�
(612) 473-7357 Date Issued: _. _ _ _
SITE ADDRESS:
21'x•:==' Tt;i�i�;'i�iiij�j ,`E } l_
DESCRIPTION:
:{ Water Pei-ri1t Type
,rye W. SEP T.LC '__Y!_�'
REMARKS:
FEE SUMMARY:
Base Fee
.:'i r c ICI •'-.'.F
CONTRACTOR: t.:::, 1. 1;_ .z E - OWNER:
i�r`':Y:_i_t:•-'t-,}"_ }'`'1�,� r �- - �..'''._, - �`i I i�"i..� �•r i,i �C r _
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THE UND R816NED HEREBY F`£QV .`w TS PER I-S ,CIN T�a MAKE THE R&L, TMP."RIDVEMENT
SPECIFIED ANO AGREES TO € O ALL WORK I N .QTR I CT compLIAWCE4 WITH. ALL J"J T ' OF
L O #FOC nPl)T NANCFS ANO STATE 1�I", €NESS ITA t I L INC t�ODE REQIV I REMENM J
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORONO SEPTIC SYSTEM PERIMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MIN 55323
JOB SITE ADDRESS: 3 0 _T�Oroos� 41_C4
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: apt eve �`f- S Phone Number:
Mailing Address: City: Zip:
Contractor's Name: GIyuLTC7 �L� Phone Number: 72-3- 215
Mailing Address: PO &a,- City: Z.or—e- zip:
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL 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.
"X
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: �&_ Precast Concrete _ Other Manufacturer
Tank Capacities: 1) 13cO gal. 2) 1-3W gal. 3) 13 LAD gal.
B. Pump Station (if required)
Pump make & model A6 kD (attach pump curve &
literature); system design requires 32 gpm at feet of head.
High water alarm make & modelOutside
electrical work to be completed by installer electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Y, Mound
Depth of rock below pipe Rock bed dimensions rU 'x '
Drop Boxes Sand bed dimensions loo 'x Y2'
Distribution Box Pressure Dist. Pipe Diam. '�/i-
Maniford Pipe Diam. 2—
D.
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.
Signature ofApplicant: Date: -� 3 J—C'
MPCA Certification No.: O
Staff Review: Approv4 X, Denial
Reviewer: Date: --�
Reason for Denial:
S–PVESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
Ll^%I
qW) f May 11, 1994
Tandem Properties
Lot 19 , Block 2
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 - LrB - lester loam. A
seasonally high water table was located at 12" to 18" , (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
8 . 5 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
Lot 19 , Block 2
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. Schirm
SBS/ds
u 2v Y3 9 yS 9.
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AY—EA-
Iz / /` fl S1D1J '.
/ lox), / � �
{-�S
b V` O(� JJJ��� r ,�• /
1011.1 1 f + 0 x 50 V-\.z V--t!0-y—
Lam/I� \��•' O � � 3� � � � '
1 6 Peornon Tests Scale:1 5D
XSoil Borings
0 Bench. Mork
wet LnuD Note: This system is to be cons'ructed to meet
Ott 1 the Minnesota Pollution Con!rol Agency
�. Chapter 7080 & Local Ordinance
,o
N
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Check all underground utilities
33.11 PRC°ERTY OF:
S-P TEST/NI MC.
L/
Oesi;ned By-- �7.!�& :t
Co!e:S-/Lz/W, PH.6:2 -497-3566
1 _
N o x b4S Ro B
�J 4:tSs
S
` )00 �r•` , �oP of SRNo � \`
— `L�1 Ft�-L 1035,'_ '
V\2k A)
SET- BACKS / i. /o'
HOUSE I System must be:
Tank 2d from property linesSju- lo'1J�!R SIA\- Lj o-tAA _
2'Z from welts
ZU from b.dgs.
1G S�-A� ate. t s L0W�R�- ���� Treatment area from lakes, _streams
-�MA--t jo-a4-o R %-►•� t?N Treatment area � from property lines NOTE Power supply and switches must be located in a
'(a� 4-_ s- MA•NHo�S ��» ��." 7 ' i weather proof enclosure outside the pumping chamber and manhole
r3AcrFu� � from we Is
� Q 'fA3�l�S s1+a��ow
::from bldgs.
t--�
J-0 from treesl til SOIL BORING ELEVATIONS
17-
�Omin. ' l
TK I EL.-/oo's.1 � (o-taa o.9
"da.suI i �D
rade- /o TH."2 EL:.- j=-4
Tank � _
Tank. g TH. 3 EL- o32cY
_Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM
Min. I"to8' � Pumping TH75 EL- oa AW
Max,h"to 4' _Y__� Chamber ELEVATION at PROPOSED PUMPING
-4710 6"dia,pipe (,t-Ow CHAMBER- 9.26 �� , �►wtp�ot9.D
SYSTEM DESIGN -MOUND rAgv Lp f)Q_ O��>�L�/O AH
TYPE-;2='L, .5- BEDROOM , Average percolation rate 2LL min./inch (design.83 sq.ft treatment area per gal,of daily sewage flow)
gal./day z.83sq.ft/gal.1p-aa sq.ft.of treatment area +10% sq.ft. (= 10ft.width= /A ft.length of bed area+side slope run oto I x4.0 heigh!=_92? ft.x/oo' ft.town-area needed)
aeon rock needed- 4-44 sq.ft.treatment area xZ o197' depth of rock--fir 1 q'cu.ft=27=32cu.yds.(3/4'to 21/x'dia. ,includes.2�'of nock above pipe)
Clean sand fill below rock needed 20 0 cu.yds. approx. , sandy loom back fill ;K'9 cu.yds.approx., topsoil 6" ) V cu.yd. gvE.
cv�stt v (�EGo�'ltr^�c1JD -'CO Woo 1067o -Co '['oPSct�.FoE- tt:K�st,,JLAR S�,o4���_ G�Yv..�ofAL
Number of tanks required-a&-, Ist tonkLlQgol. ,2nd Conk o D gal.minimums fw s p"yn P,N R Am 15 a 9.-
Pumping chamber capacity- 25% of doily sewage flow of'_1�2_gal.=J_'t5(_gal.+reserve storage of 15 0 j-a Z/B1;r-.2&,2 gal.+pipe bock drainage- +
�� PROPERTY OF:
of IV gal./IOOlin.ft.ofd dia. supply pipe, lin.ft.needed A6 , I I gol.+manifold gal./100linft of�.."dia.pipe,lin.ft needed ,-M.-gal.
total capacity needed�J-gal.(plus area for pump) uSE min. �O g1,ca ���L� AD2
Distribution Ipiipe 22:dia. , lin.ft,21_32�dio. perforations�la7apart
Pump size r+` hp. (pumpable capacityQlgal. 4cycles/day) o-�Se1clA �_ � 1 i P TEST/NG N .
Note: When constructing bed .7 , this area should be shaped Note= Distance- from treatment area to neighboring ml!s- Designed 9 63•�L r'-
to divert run-off from entering treatment area. g y '
PH. 612-497-3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage flow in Gallons per Day(gpd)
Estimated O gpd
Number
Tylie
or measured x 1.5 = - gpd. Bedrooms I Type II Type III Type IV
2 300 225 l80 boa,
3 450 300 218 of
the
B. SEPTIC TANK LIQUID VOLUMES 4 600 375 2% .
5 750 450 294
I-) ,Sy 4 1-1000 gallons 6 900 525 332 dw
7 1050 600 370 °dw
col�
8 1 1200 1 675 1 408
C. SOILS(refer to site evaluation) NumberST; s
1. Depth to restricting layer = ](I inches sea°
Of C.P.,,Y
2. Depth of percolation tests inches `Pu-4 `"am''
3. Percolation rate 4s.S- mpi 23 al4 17050 1.'12
4: Land slope - % 7 or s 2000 30000
over 9 See fig.C-6 (11-5)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
7 Sb gpd x 0.83 sq. ft./gpd sq. ft-v 1012o=lo"
2. Select width of rock layer(10 feet or less) _ >0 ft.
3. Length of rock layer=area_width = Rock Bed
(o_l6�sq. ft._ )D _ft. = (,<I ft.
ti.ti•ti.ti•ti.ti•1•ti•��•�•1.ti•ti•ti•ti•ti
!•r•!•!•!•!... . .!•!•!•r•r.!. . idth 510 ft.
ti•ti•ti•ti•ti•ti•ti•ti• ti•ti•L•1•ti•ti•ti•ti
~!~!~!1!t 1~!�l~!~!�!•t f~J•!1~
E. ROCK VOLUME l- Length i
1. Multiply rock area by rock depth to get cubic feet of rock;
(may sq.ft. x i.dS ft. =,7)q cu.ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
0)41 cu. ft. _27=_1)cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a r) cu.yd. x 1.4 ton/cu. yd. _ tons.
F. ADSORPTION WIDTH wA`v-)
Absorptionw,achsian Tab,e
Gua,• It-41
1. Percolation rate in top 12 inches of soil is mpi e o>��Raw Soil Texts �f,� d
W
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 120 1.00
0.1 to S Sand 120 1.00
'Li!� gpd/f t2 0.1 to S Fine Sand- 0.60 2.00
6 to 15 Sandv Loam 0.79 1.52
3. Calculate adsorption width ratio b dividing rock laver 16 to 3o Loam 0.60 2.00
rp }' g 31 to 45 Silt Loam 0.50 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clav Loam 0.45 2.67
61 t0120 flay 024 5.00
1.20 gpd/ft2�- .Ligpd/ft2= a.u Slower than 120 Clav - -
••Soil having 3D%or more of fine or very fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
,Z_ .6-7 x_ 0 eft
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 ';.D feet
b. Multiply rock layer width by landslope r feet t:over
to determine drop in elevation; = 1 foot Ro ee
Slope Difference Seperetloo feet I
x -- %1100 = feet Slop• Dlfterenee
-" � UDs1oDe Width
c. Add depth of dean sand for separation (2a) -«feet Rock Bed Width
atupslope 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; 'a.0 ft+ 1ft+ 1ft= L�- _feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of L4
e. Multiply dike multiplier by upslope mound height to find
upslope dike width: _x __ I L feet
f. Add depth of dean 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; -- ---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: ---x- = feet
i. Minimum mound width is the sum of upslope dike width plus rock
layer width plus downslope dike width;
ft+ ft + ft= feet
Upslope Nlolh
j. Subtract the minimum width (21) from the red
adsorption area (F.4) to find the additional
Rotk Dee WIOtn
downslope area for adsorption -
feet
� I upslope W10tn UDs10pe 1{'loln
_.f f_n_=-ft----__.___ feet 3 -Lf?feet 11�L feet
k. Add the additional width (2.j ) to the `� `l
downsolpe width and recalculate f Downslope width
the total width
)ift+)pft + tft= 4 Z feet
1. Total mound length is the sum of
upslope dike width plus rock layer length 1 _
Plus upslope dike width: Total Len
gth
/Ie ft+1,<eft+ ),�,_ft = ov feet
owns ope Lpslope
3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7.1 8:1
A siopr
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
I 3A9 4.17 516 6.36 7.53 291 3.95 4.76 5.66 654 7AI
2 3.19 435 556 6.82 8.14 283 3.70 454 536 6.14 6.90
3 330 454 5.88 7.32 8.86 275 35, 435 5.06 5.79 6.45
4 3AI 4.76 625 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
5 353 5.00 667 857 107 261 333 4.00 4.62 5.19 sm
6 366 5.26 7.14 938 1207 254 313 3.85 4.41 4.93 SAI
3b0 556 7.69 1033 1373 248 3.12 3.70 423 4.70 5.13
8 3.95 5.88 633 1154 15.91 232 3.03 3.57 4.05 4.49 4.88
9 4.11 625 9.09 13A4 1&92 236 294 3.45 3.90 430 4.65
10 429 6.67 10.0 15.00 2333 2.31 286 333 3.75 4.12 4A4
11 4A8 7.14 11.11 1765 30.43 2.26 278 323 3.61 3.95 426
12 469 7.69 1250 21.43 43.75 2.21 2.7c 3.12 3.49 3.80 4.08
i
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F-17
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PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: C.--C
Gravity Distribution reo.w,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _
�O�f al C-fm N FoWic(w ft-
water
-
water use rate. `WIC'Sam LOW -YI()1'°'-""°'"" ` " '..
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ��^����Hw mWfy
into Coo N w To
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �,,•P„" L.,., ,2•,0 „-
FW._ of RI LI
cpw
Pressure Distibution Coven 5eM u>* 8.1 Berw «.w�N Le1-1 ��
we� -
3.a. Select number of perforated laterals1
b. Select perforation spacing= _feet. `0"0 nal$eo s"1N0
60w Pk o 4 S&W Low
C. Subtratc�2 ft.from the rock layer length.
-2 ft._. U to feet.
d. Determine the number of spaces between perforations.
Length perf.spacing= ft.+ ft._ :Z Q, spaces Required Perforation Discharge
e. ? spaces+1=�3 perforations/lateral ,n gallons per minute(gpm)
f. Multiply perforations per lateral by number of laterals to �Smper e Ah�
t total number of perforations._,,S .. x �PulL. _ _perforations. (Ease) %ii m ,°
g_ x P'`_ �� 1.0a 0.56 0.74
SELECTED PUMP CAPACITY 20 gpm 2.Ob 0.80 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference betweenpump and point of discharge. b.Use for all other applications
�_feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity item,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 Dischar-ge
F.L._ ';?. (n ft./100 ft of pipe /cDy
b. Determine total pipe length from pump to discharge Elevation Difference
point. Add 25 percent to pipe length for fitting Pum
P 0
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
�0 0 -x 1.25= 0.5_ feet 1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying 9PM Friaim IM W 1008 of Pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= Z.(o x ').�� +100- feet 10 0.69 0.20
-�- '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
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 _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
3_gpm (Step A)with at least 19 feet of total head(Step B).
i
�I
CERTIFIC,1TI014 .! 00621 1,�:, of Soil 130 in s
Location or Project Lot 19 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-11-94
Classifiction System: AASHO USDA-SCS X ; Unified Other
Auger used (check two) : hand X or Powe--_, Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 1020 . 7 feet Surface elevation 1021. 8
0 - -- ---- 0 - - - -
Topsoil dark brown loam Topsoil dark brown
0 - 8" 0 - 10" loam
1 _ Brown clay loam 1 _ Brown clay loam
8" - 1 ' 411-MOTTLED 114" 10" - 1 ' 411-MOTTLED 114"
Rusty olive brown
2 - sandy clay loam 2 - Rusty olive brown
clay loam
114" - 2110"
3 - 114" _ 3 ' 3 -
Rusty olive8��brown loam
Rusty olive brown
_ Rusty olive gray silty _
loam loam
4
3 ' 8" - 4 ' 4" 4
Rusty olive gray loam
414 5 ' 2110" - 5 '
5
6 - 6 -
7 - 7 - II
I !
8 - 6 -
End of boring at 51 feet. End of boring at 5 ' feet.
Standing water table : Standing water table :
present at 413" feet of depth, present at 4 ' 71' 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 1 ' 4" feet of depth. Observed at 1 ' 4" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
i
L-13
CERTIUlCi1TION 4 00627 hogs of Soil II"o: iris
Location or Project Lot 19 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-11-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : hand X or Power Flight or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 1020.9 feet Surface elevation 1023 .1
Topsoil dark brown loam Topsoil dark brown loam
0 - 8" 0 - 8"
Brown clay loam Brown clay loam
1 - 1 - 8" - 1 ' 4"-MOTTLED 1' 4%
8" - 1-1/2 ' -MOTTLED 1-1/ '
Rusty olive brown clay
2 - 2 - 114" - 212 IT loam
Rusty olive brown
clay loam
Rusty olive brown
3 - 1-1/2 ' - 3 ' 4" 3 - sandy loam
_ Rusty olive brown _
2 ' 2" - 3 ' 10"
4 loam 4 Rusty olive gray
sandy loam
i
5 - 31411 _ 5 ' 5 - 311011
51
6 - 6 -
7 - 7 -
I
8 - 8 -
End of boring at 51 feet. End of boring at 5 ' feet.
Standing water table: Standing water table :
present at feet of depth, present at 311oll feet of depth,
hours after boring . 18 hours after boring.
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 1-1/2 ' Observed at 11411 feet of depth.
feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CEIRTIFIC:: 'IG.:' - 00621 Legs of Soil isorit :�
Location or Project Lot _19 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-11-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Iland X or Power Flight or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1023. 4 feet Surface elevation 1022. 9
0 Topsoil dark brown loam 0 _ Topsoil ar am-._.- �
0 - 6" 0 - 6"
Brown clay loam Brown clay loam
1 - 1 - 611 l'-MOTTLED 1
6" - 1-1/2 ' -MOTTLED 1 2 ' Rusty olive brown
2 _ Rusty olive brown 2 _ clay loam
clay loam 1 ' - 214"
1-1/2 ' - 2 ' 8"
3 - 3 _
Rusty olive brown Rusty olive brown
loam loam
4 - 4 _
5 -
2 ' 8" 5 ' S - 2 ' 4" - 5 '
6 - 6 _
7 - 7 _
l
8 - 8 -
I
End of boring at 5 ' feet. End of boring at 51 feet.
Standing water table : Standing water table:
Present at 4 ' 2" feet of depth , present at 318" feet of depth,
18 hours after boring . 18 hours after boring.
Not present it hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1-1 2 'feet of depth. Observed at it feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT. 100627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 4-12-94 starting at 8 ' 59
C"F►err
a
Lot19 ,B1k.2,Dickey Site 14-11-94
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 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 3 : 00ppm12
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: 40 prefill 6
8 : 59 9 : 29 5-1/8 5 . 9 30 min
9 : 40 10 : 10 4-3/4 6. 3 "
10 :23 10 : 53 4-1/2 6. 7 "
I
Percolation rate = 6. 3 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET '
Percolation test readings made by S—P Testing, Inc. on 4-12-94 starting at 9 : 00 < p.m.
(dare)
Test hole location Lot 19 ,B1k. 2,Dickey Site Hole number 24-11-94
Date hole was prepared 4-11-9 4
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
1011 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 3 : OOpm 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 : 40 prefill 6
9 : 00 9: 30 3-1/16 9 . 8 30 min
9 : 39 10 : 09 2-7/8 10 . 4 "
10 : 24 10 : 54 2-11/16 11. 2 "
Percolation rate = 10 . 5 minutes per inch.
CEVT.#00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 9 : 01 a.m.
Percolation test readings made by on starting at
Lotl9 ,B1k. 2,Dickey Site 3 darn' 4-11-94
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:
I
Depth,inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
I
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches pp
Date and hour of initial water filling 4-11-94 3epth ofinitial 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
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: 40 prefill 6
9 : 01 9 : 31 of4-3/16 7. 2 30 min
9: 38 10 : 08 it4 7. 5 it "
10 : 25 10 : 55 3-7/8 7. 7
i
Percolation rate = 7. 5 minutes per inch.
III�I
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 4-12-94 9 : 02 a.m.
Percolation test readings made b), on starting ar p.
Lot19 ,B1k. 2,Dickey Site 4 `�� 4-11-94
Test hole location ,Hole number , Date hole was prepared
i
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
I�
i
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 3 : OOpm 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
.i ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8 : 40 prefill 6
9 : 02 9 : 32 it3-7/16 8. 7 30 min
9 : 37 10 :07 of3-1/4 9 . 2 of "
10 : 26 10 : 56 3 10.0 "
i
Percolation rate = 9 . 3 minutes per inch.
CEP,T,.100627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 9 : 03 a.m.
Percolation test readings made by on starting at
Lot19 ,B1k. 2,Dickey Site 5 Baa"' 4-11-94
Test hole location , Hole number ,Date hole was prepared
Depth of hole bottom 12 Diameter of hole 6—inches, inches
Soil data from test hole:
Depth,inches Soil texture
�I
0 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam
1
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 3 :OOpm 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 : 40 prefill 6
9 : 03 9: 33 it4-1/8 7. 3 30 min
9 : 36 10 : 06 3-13/16 7. 9 it "
10 : 57 11 : 27 3-3/4 8.0 I
i�
Percolation rate = 7• 7 minutes per inch.
I
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 4-12-94 9 : 04 CiD
Percolation test readings made by on starting ar p.m.
(dare)
Test hole location Lot 19 ,B 1 k. 2,Dickey Site 6 Date hole was prepared 4-11-94
ole number ,
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 6" Topsoil dark brown loam
it
6 12" Brown clay loam
i
I
Method of scratching sidewall KN1 f e
2
Depth of gravel in bottom of hole inches nn
Date and hour of initial water filling 4-11-94 ,�epth Ffinitial water filling 12 inches above hole bottom
honiti
Automatic s
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Aup
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 : 40 prefill 6
9 : 04 9; 34 3-1/4 9. 2 30 min
9 : 35 10 : 05 3 10. 0 "
I
10 : 28 10 : 58 2-15/16 10. 2 "
II
i
�I
Percolation rate = 9 . 8 minutes per inch.
i
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DATE TIME
CITY OF ORONO CALLED IN (n 3o-f7
INSPECTION NOTICE / SCHEDULED
PERMIT NO.$JT2 COMPLETED
ADDRESS -�y3 yh&�
67
OWNER �c�GO-r� C CONTR. %�
TELEPHONE NO. y7
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEP 21 COMPLAINT
v
W 07 DEMO—FINAL 15;SEZPTICINSTALL., 22 FOLLOW-UP
2 09 PLUMBING RI 23 35 HARD COVER REMOVAL
10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION RE OVAL
Z OWNER/CONTRACTOR TO MEET YOU:_Y�S N
COMMENTS:
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Call for the next inspection 24 hours in advance.473-73557
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DATE TIME
CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 041-8
PERMIT NO. 2/ 2'-- COMPLETED _
ADDRESS � .f3g )
47
OWNER �et� CONTR. iZz.��i���
TELEPHONE NO.
DESCRIPTIONLLJ
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01 FO TING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 5'7-9013 MECHANICAL FINAL 19 LAKESHOREIWETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
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07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
n� 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
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OORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
El STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ii ispection 24 hours in advance.473-7357
Owner/Co ntr o s
Inspector.
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CITY NO CALLED IN
INSPECTION
NOME SCHEDULED
PERMIT NO. COMPLETE
ADDRESS lr�
OWNER NTR. Q
TELEPHONE NO.
DESCRIPTION
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02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREJWETLANDS
03 INSULATION 24/25 WOOD SURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
~ 07 DEMO--SITE 27 SE INT. 21 COMPLAINT
J
W 07 DEMO—FINAL 22 FOLLOW-UP
= 09 PLUMBING RI �J3�EP� 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO Y YES_NO 4
y COMMENTS:
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VWWORK SATISFACTORY:PROCEED C PROJECT COMPLETE
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
Q BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C 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
OwnedContractor e:
Inspector. L
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D TIME
CITY OF ORONO CALLED IN
INSPECTION NOT SCHEDULED
PERMIT NO.—4W� COMPLETED
ADDRESS 6;zp3,0 d
Cj
OWNER CONTR. /
TELEPHONE NO. /�-3" JS5
DESCRIPTION C.n
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREJWETLANDS
O 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
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W 07 DEMO--FINAL PTIC INSTALL 22 FOLLOW-UP
2 09 PLUMBING RI 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUND A ION REMOVAL
Z OWNER/CONTRACTOR TO YOU: YE$�_ O
COMMENTS: —
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�CI ❑WORK SATISFACTORY:PROCEED
- PROJECT COMPLETE
W ElCORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING 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/Contractor
Inspector.
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DATE TIME
CITY OFNO CALLEDIN
INSPECCTIONION NOTICE SCHEDULED
PERMIT NO. Z`f COMPLETED
ADDRESS or
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
J
07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO—FINAL 15 SEPTIC I TALL. 22 FOLLOW-UP
= 09 PLUMBING RI SEPTIC FINA 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL INGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO Mfg YOU:?YES NO
COMMENTS: '3-' l��'\ Ok-
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0
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WORK SATISFACTORY:PROCEED /- PROJECT COMPLETE
CC
W ❑CORRECT WORK&PROCEED ••//= ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN
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/Contractorofi ' e:
Inspector.
White CopylInspector's File Canary Copy/Site Notice