HomeMy WebLinkAbout1996-008221 - new septic system PERMIT
► CITY OF ORONO
PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 :=;EtEF ={ WATER
Crystal Bay, Minnesota 55323 Permit Number: tjt:>'t�221
(612)473-7357 Date Issued: 08/02/9E.
SITE ADDRESS:
264:3 THOROUGHBRED LA
CH
P . I . N. : 04-117-23-12-0021
-12-f 021
DESCRIPTION:
NEW SEPTIC SYSTEM �
`:ewer a Water Permit Type NEW SEPTIC SYSTE
Sewer h Water Work: Type RESIDENCE
REMARKS:
FEE SUMMARY:
Base Fee $100.00
Surcharge ------- -i -EQ
Total Fee $100. 60
CONTRACTOR: - Applica>nt. - OWNER:
CLOVER VER HILL COMPANY INC: 57237155 E I DELI TONY
BOX 226 264:3 TH13ROI1GHBRED LA
SHAKOPEE MN SS379 ORONO MN 552356
(512) 723-7155 550-7616
THE UNDERSIGNED HERE Y REQUEST: OEM I Imo. TD MA' `TSF REAl. I�F�'IiC TSS
SPECIFIED AND AGR(
= 5 T4 DO ALL WOE IN STR T,,""� ; NCC . TI a ,L
ORONO ORDINANCES AND NATE OF MIME TA" BCCI � REQI'
. ,,� . ,
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATUREi
• 2
CITY OF ORONO SEPTIC SYSTEMPERNIITAPPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MIN 55323
JOE 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
Phone Number: Sf O' 76
Owner's Name: C City: Zip:
Mailing Address: Phone Number'
Contractor's Name: C
Mailing Address:
City: 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:
include inspector, installer, and general contractor.
A. Pre-installation site inspection to
B. Tank installation prior to covering. inspection is required
C. Drainfield trench installation prior to covering. For mounds, re q
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.
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: Oqn'
A. Tanks: �_ Precast Concrete _ Other Manufacturer yt
Tank Capacities: 1) L3� gal. 2) 13�v gal. 3) / gal.
B. Pump Station (if required)
NIG S2� (attach pump curve &
Pump make & model
literature); system design requires �s -1_ gap at 3 feet of head.
High water alarm make & model Outside
electrical work to be completed by installer electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe '
Rock bed dimensions �Q'x
Drop Boxes Sand bed dimensions F? 'x_LQZ X yU
Distribution Box Pressure Dist. Pipe Diam. P/7-
Maniford Pipe Diam. Z of
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 of App licant:
121-� Date:
MPCA Certification No.:
Staff Review: Approv Denial
—C;�—%
Reviewer: -
Date: O
Reason for Denial:
N.d
s
�✓73� � CITY OF ORONO
SEPTIC SYSTEM APPROVAL
CITY of ORONO
M1ttuticipal Otr'Kcs
`� `�',✓� ti�l�.a� G~ Post OPrke Box 66
Crystal Bay,Minnesota 55323-0066
sl
LOCATION: 2643 Thoroughbred Ln.
O' NER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S–P Testing REPORT DATE:May 12 , 1996
The City of Orono has Approved your on-site system design as of February 9, 1996
(approved-disapproved) (date)
With the fo'lowing cornments:
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.
NO'rICE 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.
CITY OF 0
By �—
Stephen e kinan,6 n-site Systems Manager
TELEP:
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 * (612) 497-3566
May 12, 1994
Tandem Properties
Lot 13 , 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 - LrC - Lester loam.
A seasonally high water table was located at 20" 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
18 . 6 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
f �
Lot 13 ,B1k. 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. Schirmers`___ ``_-
SBS/ds
'INSPIECTOR
Pr NO.
AP'RO4I;p AS 3U13MITTED
f � 14PPRO-Y�D WITH CORRECTIONS AS NOTED
NOT AI , OVED — CORRECT & RESUBMIT LD"�
s a ur Information. All work she11 rk .;4 /
ttlti co=1111-'. v alt ;�rpM"bM DuWft &
Rrs;oltt9nls�insludinv items not. speelt eeraV*#ty nl in t
o KF`C THIS P'l..AN !S f l ':Yl SII AT !,Lt 7l su
% R?
l.`
CIA VC,
1
N
Percolation Tests Scale-
� � \ ` Nps _ S �5 XSoil Borings
0Berx;t: Mork
.fps ti° 'SOUS Note= This system is to be constructed to meet
/ the Minnesota PoiVion Con!ro: A;ency
,
w
,.,.,,,,.•1,,�� � -� j J � Chapter 7080 & .Local Ordinance
Lj
X$ Check all underground gtilities
` ti• t, oa
C
�3f �PERTY OF=�\C.�C- )-I� _
a3a'– J
� 7 L/
Sys`- �► �� �� �`f 1 M -` i�.�1-t (7
wITo
�Cy Tq S-P TESTING INC
! / Oesigned By: n
Cate n3/3}, PN.6,2 -497-3566 J�
y:1 SS
i a"s�►uo � g
SET- BACKS 10 .l, /O' ZO�
HOUSE I System must be:
Tank 1-02 from property lines X _ SA4-<Xn1,1�A SIA` Uj\cp:nA
2:t from wells
Wq\-Y-- 01-1'1' 12from b!dgs.
�-r"'" Treo!ment area _ from lakes streams
NII /
' Treatment area z0, from property lines NOTE:Power supply and switches must be located in a
MAP Wo�5 ►,+In ►�-" ��from we!ls weather proof enclosure outside the pumping chamber and manhole
RAGCAt� 10'from bldgs.
1D'from trees I t�l SOIL BORING ELEVATIONS
� �I
�Qmin.
_ TH I
Tank
dia.su -la3o' - grade. %TH."2 EL.14154x'1
` Tank-
Droo to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH" L�2-
' I ,I TH."4 EL:1st_ .
Min. l'to 8u u '�
TH75 EL:--I=,&
� Pumping
Max.l"to4' ' >✓��GP �r�laY-,c.--. Chamber ELEVATION of PROPOSED PUMPING
-L J0k9p ��P Iotw -d
� 4,'to 6��dio.pipe CHAMBER
SYSTEM DESIGN -MOUND
TYPE-;9L, -.9-- BEDROOM , Average percolation rate 14,(a(a min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) r
. gal./day z.83sq ft/gal.1a2A sq.ft.of treatment area +10% =1&_"sq.ft. (= IOft.width= L'g ft.length of bed area+side slope run_�J_to 1 x2L�height=4_ft.x 14' ft lawn•area needed)
Clean rock needed- �_sq.ft.treatment area x� S, depth of rock==�t i cu.ft-27=PZcu.yds.(3/4�'to 21/x'dia. ,includes f'of rock above pipe) '
i
Clean sand fill below rock needed 210 cu.yds. approx. , sandy loam backfill�`�cu.yds.approx., topsoil 6 _ cu.yd, gv�_
HSE Gor'1!^rcA19 co Pr00 10°10 'CO -('OP 50\L FOE- 1RK�teJ L AQ SIA P�- 7---L�v�'t°CAS
Number of tanks required-a-, Ist tank&1, lLgol. ,2nd lank 20-2) nim
gal.minimums FL.0ms PLAPj N e.. Am pE R-
i i
Pumping chamber capacity- 25% of daily sewage flow of 0.�2 go!.=Jl�gal.+reserve storage of 150,-.A 1./BE�:_'&OL gal.+pipe back drainage- PROPERTY
of gal./100lin.ft.of1eN dia. supply pipe, lin.ft.needed DID L4 I_gal.4 manifold J.5.gal./100lir-ft of dia.pipe,lin.ft needed ,3—got.
L0-T,. 13 S3LDL1L a.
total capacity needed 9 11 gal.(plus area for pump) ugE rnSO gg l,ca P. ey1r-o a o AD ,
Distribution tpipe L1 dia. , j2�lin.ft., ��dia. perforations apart
Pump size -�+� hp. (pumpable capacity:121 got. 4 cycles/day) 1�� 3 _.� y �o ._P�Ess� ID vc- l P TESTING 4N,
Note'. When constructing bed , this area should be shoped Note= Distance- from treatment area to neighboring welts- Designed 9y:
a -1 Dy' g '� p^
to divert run-off from entering treatment oreo. `�� �� 1 Dcc /—
=! PH. 612-497-3566
/ '�
z a
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
7
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated gpd Number
or measured x 1.5 = gpd. of .IYpe I Type 11 Type III Type IV
ooms
2 300 225 180 60%
of
B. SEPTIC TANK LIQUID VOLUMES a 7500 37755 256 6.
- )
a,§0 4 )-)OOL) gallons 5 750 450 294
6 900 525 332 �
7 1050 600 370
8 1 1200 1 675 1 408
C. SOILS (refer to site evaluation) it z, " 3 Nwnber „®®
1. Depth to restricting layer= ail-yo �ie' inches of � I ~Uh
Bedrooms C---y (s-i
2. Depth of percolation tests = a inches
3. Percolation rate 15S, L m i 2 or� 750 1.125
P 3 or 4 1.000 1.500
4. Land slope (o % 7 or 6 2.� 20
over 9 See fig.C-6 (z 1.5)
D. ROCK LAYER DIMENSIONS
I. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
r)!Sy gpd x 0.83 sq. ft./gpd = to z sq. ftt►o'>v 1,q4°
2. Select width of rock layer(10 feet or less) _ /o ft.
3. Length of rock layer= area_width = Rock Bed
(.V y sq. ft. /1L ft. _ /.,V ft. ti.,...�.,.ti.ti.�.,.ti...%.,.�.�.�.,
J•J•JM•J•J•hJ•J•I•J•J•J•J•J•J•
ti•\•ti•�.ti.ti•ti•ti.ti•ti.S• •t•ti•�•ti.♦
tiftifti ti ti ti..:ti ti..t11 tiltiKKrt idth 510 ft.
J•J•J•J•J•J•t•J•�J•J•!•J•J•J•J•
ti•1•tiN•1•�•�•t•1 t•ti.ti•�•�•1.ti•ti
•J•J•J•J•J•J•J•J•J•J•J•J•J•J•J•J•
E. ROCK VOLUME 1 Length -�
1. Multiply rock area by rock depth to get cubic feet of rock;
4,-Vq-sq.ft.x LQ,<ft. =21S/' cu. ft.
2. Divide cu.ft. by 27 cu. ft./cu. yd. to get cubic yards;
r?1-? cu.ft. i 27= �0 _cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�2 cu. yd. x 1.4 ton/cu. yd. = 3 V tons.
F. ADSORPTION WIDTH GLA LO-AW1 Abso tion widthSizing Table
1. Percolation rate in top 12 inches of soil is 1�.(- mpi Pemolation Raw tea• a.�d
.Minutes perinch Soil Texture pf d y '.&b d
P •�
2. Select allowable soil loadingrate from table;
Faster than 0.1 Coarse Sand 1.20 1.00
gpd/ft2 0.1 to S Sand 120 1.00
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 la 16 to 30 Loam 0. 2.00
y g layer 31 to 45 Silt Loam 0550 0 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clav Loam2.67
61 to 1 4 5.00
1.20 gpd/ft21 .�.I.� gpd/ftp_ p,L o Slower than 120 Clav - I -
--soil having 50%or more of fine or very fine Sana.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
D,(.9 x _ft=aft
G. DOWNSLOPE DHCE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
ft- )o ft= i /) _feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation 1, a feet
b. Multiply rock layer width by landslope r root t:.t+•1
to determine drop in elevation; :'root RD ed
Ss°D°""`" re•`
Slope Difference
16 x(_%1 100 = ,lo feet Slope Ottterrohcs et
UDslope Width
c. Add depth of clean sand for separation (2a) 441 feet Rock Bed Width
at upslope edge,depth of rock layer(1 foot) to depth of hl feet Downslope Width
cover(1 foot) to find the mound height at the upslope edge -feet
of rock layer;
I.'a, ft+ lft+ 1ft= 3.z feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3 .a"!�
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: __&_feet
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;
Z,2 ft+ . t. ft=Meet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of S.
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3•'9 x s.as. = a 0 feet
L Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
a- feet UD �o .L wldtft
j. Total mound width is the sum of - f••t
upslope dike (G.2e) width plus rock RDI K eo Width
layer width (D.2)plus a uDauD wldtn '••` uoslooe wtotn
rest.....;;;;;•.:.:::.::.:;r :. feet
downslope dike width(G.2i); a o t
/o ft+ 0 ft+ 2-D ft L4 0_feet -6S
.. OowhSlODs Width
k. Total mound length is the sum of -AQ-feet
upslope dike width (G.2e) plus rock layer
length(D.3)plus upslope dike width (G.2e); m' ........ ...... .
/ft+eft+ 0 ft= V<;� feet
ZO + to Y 't' Z-O /0
Total Length-/Q%
Vownslope UPSIOPe
3:1 4:1 5:1 &1 7:1 3:1 4:1 5:1 &1 7:1 8:1
%tbpe
0 31) 4.0 5.0 60 7.0 3.0 4.0 5.0 60 7.0 8.0
1 30 4.17 526 536 7.53 2.91 3.85 4.76 5.66 654 7.41
2 3.19 435 556 &S2 8.13 2.83 3.70 4S4 536 614 6.90
3 3.30 454 s98 732 6.86 2.73 357 4.35 5.08 5.79 6.45
4 3A3 476 625 7.89 9.72 268 3.45 4.17 4.84 .5.46 6.06
5 353 S.OQ„-� 667 857 10]7 2.61 4.00 4.62 5.19 571
66w .2b-=_ 7.14 _ 938 Iz07 256 23 3.95 4.414.93 5-41
7 390 556 7.69 1034 1373 148 12 3.70 423 L70 5.13
8 3.95 598 833 1154 15.91 2.42 3.03 357 4.05 4.0 498
9 4.11 625 9.09 13.04 18.92 236 196 3.45 3.90 430 Obi
10 429 667 10.0 15.00 2333 231 186 333 3.75 4.12 4A4
Il 4A8 7.14 11.11 17.65 30.43 226 178 323 3.61 3.95 426
12 4A9 7.69 12.50 21.3 43.75 121 170 3.12 3.49 3.80 4M
F-17
1 PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: re...
Gravity Distribution
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - N.,x.�.k ca I.-
water use rate.
Low"5"°`°"' '�`,,c�,W r w.„a,,"
2. Maximum suggested for delivery to a drop box of a home system is 2,700 �fk^W 1"�w.'�Wfy
��
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. :.,.ft„ - ,E,,.
P.% L vv
Pressure Distibution Coo=Saw u,. a,-,.� W ��
3.a. Select number of perforated laterals 3
b. Select perforation spacing=�_feet. �Ps""Sam scwwwd
C. Subtract 2 ft.from the rock layer length.
/_ ,-2ft.= [a feet.
d. Determme the number of spaces between perforations.
Length perf.spacing=1PI•-ft.+ ft._.�'�spaces Required Perforation Discharge
e. 2a spaces+1= &3_perforations/lateral in g d1ons Per minute
f. Multiply perforations per lateral b number of laterals to � ge
get total number of perforations. x _ perforations.
g- 46% xHaj� '"'� `�Pd
��=22��'- 1.0a 0.74
SELECTED PUMP CAPACTIY _gpm 2.Ob 0.80 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
�_feet
1 2. If pumping to a pressure distribution system,five feet for pressure
J required at manifold if gravityVstem,zero.
-,S 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.= : to ft/100 ft of pipe /dal -o
b. Determine total pipe length from pump to discharge EUvation Difference
point. Add 25 percent to pipe length for fitting pip
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length=
a16 x 1.25= _feet F-18b
1S inch 2.0 inch a
c. Calculate total friction loss bmultiplyinginch
Y gpm i=�m>�taoaor�pe�
friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20
Total friction loss= �cK x a . b +100=�_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
o� +�_+ 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 ;3 1 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 _feet of total head(Step B).
L-13
CPRTIFICATION I 0062'/' of Soil Borings
Location or Project Lot13 , B1k. 2,Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-18-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Land X or Power Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 1016. 7 feet Surface elevation 1018 . 7
0 - Topsoil dark brown loam 0
0 - 6" Topsoil dark brown loam
0 - 10"
1 - Brown clay loam 1 - Brown clay loam
6" - , 1 ' 10"-MOTTLED 1 ' 0' 10" - 2 ' -MOTTLED 2 '
2 - Rusty olive brown clay loan 2 -
1 ' 10" - 2-1/2 ' Rusty olive brown
Rusty 2_1/2 ' - 2 ' 10" ssate o mn clay loam
3 Rusty olive brown silty loan3 2 ' - 314"
2 ' 10" - 3-1/2 ' t�
Rusty 3 ' 4" - 3 ' 8" osandVe Min
4 - Rusty olive brown 4 -
loam Rusty olive brown
loam
5 - 3-1/2 ' - 5 ' S - 318" _ 5 '
6 - 6 -
7 - 7 -
8 - 8
I
I
End of boring at 51 feet. End of boring at 5 ' feet.
Standing cater table : Standing water table:
present at feet of depth , present at feet of depth,
hours after boring . hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 111011feet of depth. Observed at 2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CE"! I i._.. i_-:: l)0b21 l,cL of vii
Location or Project Lot 13, Block 2 , Dickey Site, Orono
Borings mAde by S-P Testing, Inc. Steve Schirmers Date 4-18-94
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 1017.4 feet Surface elevation 1017. 8
0 Topsoil dark brown loam 0 - --
0 - 8" Topsoil dark brown
1 _ Brown 8" - 11211 clay loam 1 - loam
0 - 1 ' 4"
Brown sandy loam Brown sandy clay loam
2 1 ' 2" - 2 ' 4"-MOTTLED 2 ' 4" 2 1 ' 4" - 2 ' 4"-MOTTLED 2 ' 411
Rusty olive brown .sandy loanRusty olive brown sandy
3
2 ' 4" - 2 ' 10" 2 ' 4" - 31 clay loam
- 3 -
Rusty gray fine Rusty olive brown
sandy silty loam loamy sand
4 - 2 ' 10" - 412" 4 - 3 ' - 412"
Rusty gray brown silty Rusty gray silty
loam w/traces of sand loam
5 - 412" 5 ' 5 - 412" _ 51
6 - 6 -
7 - 7 -
8 8 - f
i
End of boring at 51 feet. End of boring at 51 feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours after boring . hours after boring.
Not present in hole X Not present J..r hole X
Mottled soil : Mottled soil :
Observed at 4" feet of depth. Observed at 21411 feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-- 3
CE1ZT1 'il'rlT10.': a 0062'/ 1 c;i- _;oil- 1301-ing5
Locatibn ' br, Project Lot 13 , Block 2, Dickey Site, Orono
Borings made by S-P jesting, Inc . Steve Schirmers Date 4-18-94
Classifiction System: AASHO USDA-SCS X ; Unified Other
Auger used (check two) : IIand X or Power , Flight or Bucket X
Depth , Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1019 . 0 feet Surface elevation 1017. 5
0 - ---- — — 0 - -- - -
Topsoil dark brown
loam Topsoil dark brown
1 - 0 - 112" 1 _ loam
Brown clay loam
1 ' 2" - 1 ' 10"-MOTTLED 1' 10' 0 - 1 ' 8"-MOTTLED 118"
Rusty dark gray brown clay 1 aj
2 - Rusty olive brown 2 - 1 ' 8" - 214"
clay loam Rusty gray clay loam
1 ' 10" - 3 '
3 - 3 - 214" - 312"
Rusty olive brown
loam Rusty gray brown
4 - 31 - 412„ 4 _ sandy loam
Rusty olive brown silty loan
4 ' 2" - 418" 3 ' 2" - 4 ' 8"
5 - Rusty4 ' 8" - 5 ' °lioambrown 5 - Rusty418„ - 5 ' grayloamty
6 _ (TH#5 & 6 INDICATED IRON 6 -
STAINING IN THE 1ST 10"
OF TOPSOIL. THIS IS DUE
TO A HIGH AMOUNT OF
7 - MANURE 3" THICK PILED 7 -
AROUND A CLUSTER OF APPLE I
TREES)
8 - 8 -
I
End of boring at 51 feet. End of boring at 51 feet.
Standing water table : Standing water table :
present at 4 ' feet of depth, present at 2-1/2 ' feet of depth,
19 hours after boring . 19 hours after boring.
Not r--esent in hole Not present in :tole
Mottled soil : Mottled soil :
Observed at 111011 feet of depth. Observed at 11811 feet of depth .
Not present in hole Not present in hole
Comments : Comments :
CERT. #00627
PERCOLATION TEST DATA SHEET
ma& by S—P Testing, Inc 4-19-94 8 46 ani.
n starting at Crm,
Testhulelucation Lotl3 ,B1k. 2,Dickey Site 1 4-18-94
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 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam
Method of scratchine sidewall Knife
2
Depth of gravel in bottom of hole inches
4-18-94 1: 00pm 12
Date and hour of initial water filling , Depth of initial eater filling inches above hole bottom
Method used to maintain at least 12 inches of%N ater depth in hole for at least 4 hours Automatic siphon
6
Maximum skater depth abo%e hole bottom during test inches
Time IPercolation
.ime interval, A1eawrement. Drop in water I rate. Remarks
minutes inches level. inches minutes per
inch
8 : 30 prefill 6
8 : 46 9 : 16 j 2-1/2 12. 0 30 min
9 : 37 10 : 07
10 : 35 11 : 05 I "
' � I
i II '
Percolation rate = 12. 0 minutes per inch.
CERtf. #00'627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 4-19-94 8 : 48 a.m.
Percolation test readings made by on startimi at -p-m"
Test hole location Lot13 ,Blk. 2,Dickey SiteHole number 2 Date hole was prepared 4-18-94
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 loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches nn
Date and hour of initial water filling 4-18-94 1 epfh0OFinitial 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%k ater depth above hole bottom during test 6 inches
Time Percolation
ime interval. Measurement. Drop in water rate. Remarks
minutes inches le\el, inches minutes per
inch
8 : 30 prefill 6
8 : 48 9 : 18 1-1/4 24 . 0 30 min
9 : 35 10 : 05
10 : 37 11: 07 "
I
Percolation rate = 24 . 0 minutes per inch.
CERT. #00627
` PERCOLATION TEST DATA SHEET
Percolation test readings trade by S—P Tc-sting , Tn
on 4-1 9-94 starting at 8 : 50 p.m.
Test hole location Lot13 ,Blk. 2 ,Dickey SiteHole number 3 Date hole was prepared 4-18-9 4
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 scratchin_sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-18-94 1: 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 : 30 prefill 6
8 : 50 9 : 20 1-1/2 20 . 0 30 min
9 : 33 10 : 03 i 1-3/8 21. 8 "
10: 39 11 : 09 I 1-3/8 21. 8
i
I
I
i
I
i
i
I
I
Percolation rate = 21. 2 minutes per inch.
CER' . #0`Ci27
PERCOLATION TEST DATA SHEET
Perco!;tiom test readings m:deS-P Testing, Inc. n4-19-94 : 52 a.m
startin!:at8
p.m.
L0t13 ,B1k. 2,Dickey Site 4 4-18-94
Test hole location . Hole number Date hole as 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 loam
Method of scratchine sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-18-94 1:00pm 12
Date and hour of initial mater filling_ . Depth oT initial N%ater fillim_ inches above hole bottom
.Method used to maintain at least 12 inches of%kater depth in hole for at least 4 hours Automatic siphon
Maximum\katcr depth above hole bottom during test 6 Jnches
Time Percolation
'imeinters al. Measurement. Drop in eater rate. Remarks
minutes inches level, inches minutes per
inch
8 : 30 prefill 6
8 : 52 9 : 22 1-1/4 1 24. 0 30 min
9 : 31 I 10 : 01 "
10 : 41 11 : 11 "
I
i
l
I i
I �
24 . 0
Percolation rate = minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 8 : 54 a:M.
Percolation test readings made b.' on startini at
Lotl3 ,B1k. 2,Dickey Site 5 4-18-94
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 loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-18-94 1: 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 eater 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 : 30 prefill 6
8 : 54 9: 24 to 1-3/4 17. 1 30 min
9 : 29 9 : 59 it 1-5/8 18 . 5 "
10 :43 11 : 13 1-5/8 18 . 5 "
Percolation rate = 18 . 0 minutes per inch.
CERT. #`x00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 8 : 56
Percolation test readings made by on starting at p.m.
Lot13 ,B1k. 2 ,Dickey Site 6 d°"' 4-18-94
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 loam
Knife
Method of scratching sidewall
Depth of gravel in bottom of hole 2 inches
4-18-94 1 : 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 : 30 prefill 6
8 : 56 9: 26 if2-3/8 12. 6 30 min
9 . 27 9 : 57 it it It
" If
10. 45 11: 15 "
Percolation rate = 12. 6 minutes per inch.
v
DATE TIME
CITY OF ORONO CALLED IN
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PERMIT N0. -Z Z COMPLETED '► �'
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Call for the ext inspection 24 hours in advance.473'7357
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DESCRIPTION
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ADDRESS
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❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
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