HomeMy WebLinkAbout1997-009510 - new septic system 4 PERMIT
I &Y OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66
Crystal Bay Minnesota 55323
Permit Number:
(612)4�3-7�57 Date Issued:
SITE ADDRESS:
11,J;
V
M
i 0
DESCRIPTION:
li.af.nr Pei-rnit TYPE
REMARKS:
FEE SUMMARY:
Basle-
U!,
CONTRACTOR: OWNER:
4-qV T tv,' '11
RE LA
VN! A
THE� UNDERSIGNED-.HEREBY REQUESTS,,,PERPtW.I,'0N, Ttf`
AA ''THE REAL
IMPROVEHto
I TYAF
SPEC*IF I ED AND AGREE "0
CT COWLI 'I -,`A-L C,
S TO ,Df):-ALL :WORK "I"N" STRI id L
RD I NANCES 'AND STATE F M I�i4ESOTA BUILDING OQDE"'REW
ORCINO fj
L
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORONO SEPTIC SYSTEMS PERNELT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, 11IN 55323
JOB SITE ADDRESS. -,Z `12 �~ ��i1�`t'< S� Arrzf)- L
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: �cCi�� ✓t PhoneNumber:
Mailing Address:� City: Zip:
Contractor's Name: C =,� C� , �1 PhoneNumber: -7L 3 - 71-s�—
Mailing Address: 'U E' Y City: L� + - fz> p� ss�
DO NOT MIAM 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.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
S - 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: -L Precast Concrete _ Other Manufacturer 0%jrtt)kk
Tank Capacities: 1) / ?cA gal. 2) rho gal. 3)� gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature); system design requires gpm at feet of head.
High water alarm make & model /rZ _ - 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 'x
Drop Boxes Sand bed dimensions 'x 13b'
Distribution Box Pressure Dist. Pipe Di—am.
Maniford Pipe Diam. 2., "
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: U2x-ey ��— Date:/u— O �� 7
MPCA Certification No.:
i
Staff Review: Approv Denial
Reviewer: / v Date:
Reason for Denial:
t
S- TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
koMay 12 , 1994
Tandem Properties
Lot 8 , Block 2
Dickey Site
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type l, , 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 18" to 34" , (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 . 3 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
Lot8 ,Blk.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 ps
SBS/ds
y 'Q4� _
.......... A
Ioa1.a
?� qq
L
5qLOW
�
A�-�
�'¢o4os�o
ale Know
\ L�Vll�1•\S SOS g`(
� \ Loll-.! g-
foal.0 Toe' — l\ /
6 Percolation Tests Scale: So
To b 1. N a \ X$alt Borings
l / /ay I j/ \ OB Mark
4 . Note= This system is to be constructed to meet
�l '/`` ,� P►�aPosEa theMinnesota Potlu!:on Con!rot A;ency
�„,4.0 sroaa�E �� Chapter 70801 .Local Ordinance
/ - pvrtA)r-S S ,017.1 x�. PoNO� pOT�10
. EpseME�/7"
� � loom Fl.000
ivoq.o Check all underground utilities
PROPERTY OF: V? e-yr�Y SA-, '� _
S—P TESTING INC.
Designed By:
Cater/LaP-9, PH.612-497-3566
4lss
SET- BACKS �--�
HOUSE i System must be
Tank �0' from property lines X - c'-� }?z� �`' L-),\" Tp
L•� from wells
Y_ -01.YI- '20 from bags.
Trec?men, area = from Ickes ,
�- � NOTE: Power supply and switches rrx�st be located in a
N �lAc�-�- o�� Treatment area o L from property lines
weather proof encbsure outside the pumping chamber and manhole
MAN14OL65 —'In 1;1-" 'from wells
'from bldgs.
you, frv�� -to mel t- -t J-0 from trees SOIL BORING ELEVATIONS
Amin. TH. I EL.-LL:6 'r�}#�o — I019.Z
su N ve TH.'2 EL.-JJ2z-
Tank i i - //0 TH"3
- grade�%
Tank ' ! EL.-1Ql1az-
Drop to Tank I �L PRESSURE DISTRIBUTION MOUND SYSTEM -7"74 cL.101'
L K �wL�. ?H45 EL.-Lt3.�
Min. I to 8 Pumping
Max.l"to 4' Chamber
=P '� ��5 Sl�R�L-ovJ
ELEVATION at PROPOSED PUMP!NG
„ CHAti',BER-f Dyt�U�, �••�v�p/01 D.O
I 4 to 6 dia.pipe AP4go -0'f o":!P 'Z - ►0�4
SYSTEM DESIGN -MOUND " mow�s-r rrwo� - 10 y •o
TYPE-� , -S.- BEDROOM , Average percolation rate 123 min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) j
gal./day x.83sq.ft./gal.La-.), sq.ft.of treatment area +10% =bi4 sq.ft. (= 10ft.width=(-'� ft.length of bed area +side slope run 'oto I x _- height= 2-V ft.x2(ft.lawn-area needed) I
Clean rock needed- (-'Z14 sq.ft.treatment area x /,0S' depth of rock=?i�Lcu.ft-. 27=_2_�_cu.yds(3/4'to 21/f dio. ,includes 2"of rock above pipe)
fill below rock needed.15' a cu. ds. a rox. sandy loam back fill�cu.yds.approx., topsoil 6" _cu.yd.
Wst v Clean sand Y Pp ,
(R-EGoC'it�EN� "CO AoC ao'7o �Co -�"oP Sots Fob 1R-R•��J�Rg- S�.oPE��L.Yv_'�o-�A��,
Number of tanks required -, Ist tank 1-_'--< got. , 2nd tonkL000gol.minirruns PLu s ?LA m P►NLe--,R Arra pE R-
Pumping chamber capacity- 25% of daily sewage flow of 75y gal.=_ gal.+reserve storage of 15 Ori 1/Bl� gal.+pipe bock drainage- PROPERTY OF
of Ngal./IOOlin.ft.of "dio. supply pipe, lin.ft.needed ))Q 20 gol.+ manifold�4 gal./IOOlirnft of ;L."dia.pipe,lin.ftneeded gal. Lo-.r q �L�-2,
total capacity needed E2 L,CZgo!.(plus area for pump) ug re min. ;1, D 9g1.caD .
W dia. perforations��"a orf
Distribution pipe�_dia. , lin.ft., p p
~ Pump size Y2, hp. (pumpable capacity 21Lgol. 4cycles/day) ►� 4 )7 -..-H Ao._.P ��_ o�S�NA :w= 3 -��!_1 .��-._ - c-P TEST/NIG C.
Note When constructing bed - , this area should be shaped Note= Distance from treatment Brea to neighboring we:!s- IDesigned
' to divert run-off from entering treatment area. �
Date :.�/11./9 PH. 6122.-;�37-3566
LCT`" 'LCL;'- '✓
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated ')SQ gpd Numba
of Type I lype II Type III Type IV
or measured - x 1.5 = - gpd. Bedrooms
2 300 225 180
3 450 300 218 of
B. SEPTIC TANK LIQUID VOLUMES 4 600 375 256
5 750 450 294
-/OO (7 gallons 6 900 525 332 7 1050 600 370 °�
mt
8 1200 675 408
C. SOILS (refer to site evaluation)
,, , Numbs or r�
1. Depth to restricting layer = a4 to�>a inches Bedrof oom ter ,
2. Depth of percolation tests = I'D, inches `"""' (PH-)
Iess
3. Percolation rate I q • 3 mpi 23or44 17050°0 1LIZ
W
4. Land slope 3 % 7 org 2. o
ova 9 See fig.C-6 (x 1S)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = ,
r)So gpd x 0.83 sq. ft./gpd sq. ft-t toy„ -(o,,o
2. Select width of rock layer (10 feet or less) _ /0 ft.
3. Length of rock layer= area_width = Rock Bed
6,,14L sq. ft. y ft. _ _ft. . . .*,.ti.ti.,.�.�.�...�.,.ti.ti•,•ti
!•!•!•!•!N•!•!•!•!•!N•!•. . .
S•�• .ti.�.ti•ti•ti.♦.t•Nti•tiK•ti•S
idth 510 ft.
E. ROCK VOLUME ~- Length
1. Multiply rock area by rock depth to get cubic feet of rock;
�,qLi sq.ft.x /,OSS ft. =-QL!�cu. ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
'Lc cu. ft. j-27= -.\2 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
A on width SizingTable
1. Percolation rate in top 12 inches of soil is 14 .3 mpi r�o,,h�,�,� tea- R.�d
bd
Minutes per MCI% Soil Texture ye,"u
(mpi) - .b�.nea.
•M"
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00
4 gpd/ft'- 0.1 toy 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 layer 16 to 30 Loan► 0.60 2.00
� �' g 31 to 45 Silt Loam 0" 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; -�40 C1av Loam .45 2.62
1.20 gpd/ft2i��gpd/ft2= . (o Slowerthan 120 Clav 24120 Clay 5_00
••Soil havimt 509E or more of fine or vev fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
.L,DX J0 ft = a l . ft
G. - DOWPJSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
9V•22 ft- _ft =) 0 feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation ). 0 feet
b. Multiply rock layer width by landslope 1 raoC cev.r
to determine drop in elevation; t taut Ro ad
Slope Difference Separation •O Oat
0 x 3 %i 100= feet SIODe Difference et
UpsloDe Width
c. Add depth of clean sand for separation (2a) -a-feet Rock ea Width
at upslope edge,depth of rock layer(1 foot) to depth of 1=feet Downslope Width
cover(1 foot) to find the moundi ht at the upslope edge 12 feet
of rock lay
9ft+ Ift+ Ift= feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of .S
e. Multiply dike multiplier by M§ppe mound height a•
to find upslope dike width: x 3•S7 = feet
f. Add depth of clean sand for slope difference (2b)at
downslope edge,to the mound height at the upslope edge
of r er(2c) to downmlope height;
ft ft 'b eet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of 4.S y
h. Multiply dike multiplier by dow lope mound hei �
to get downslope dike width:x _ fee
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
17 feet
D oD W10tn
j. Total mound width is the sum of
upslope dike(G-2e) width plus rock € RL Ck ee Width
10�JtSS net
o
layer width (D.2)plus ,l I1D61 Wlatn U 1 D.wIDtn
downslope dike width(G.21); 3 na feet
_lLft+�Qft+�_ft= feet SM
k. Total mound length is the sum of Downslope Width
g -.. net
upslope dike width (G.2e)plus rock layer
length (D.3)plus upslope dike � (G.2e);
ft+ ft +_jrb ft= ..V feet
Ir) f + l. :K -r 1 /o'er
Total tenptn oa
Downslope Upslope
3:1 4:1 5:1 6:1 7:I 3:1 4:1 5:1 61 7:1 8:1
%slope
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 4.17 526 638 753 2.91 3.85 4.76 5.66 654 7.41
2 3.19 435 556 6.82 8.14 2.83 3.M 453 536 614 6.90
3 330588..--- 732 6.86 _ 273 6357, 435 5.08 5119 6.45
4 3A3 476 '675 7.89 .. --9.72 ._..2.68----`3.d5 4.17 4.83 5.46 6.06
5 351 s.00 &67 8-57 1077 2.61 3.33 4.00 4.62 5.19 571
6 3.66 526 7.14 938 1107 254 323 3.85 4.41 4.93 SAI
7 3.80 556 7.69 1034 1373 248 3.12 3.70 423 d.70 5.13
8 3.95 s88 833 1154 15.91 2.42 3.03 357 4.055 4.49 486
9 4.11 625 9.09 13.04 18.92 236 2.94 3.45 3.90 430 41Z
10 429 667 10.0 15.00 2333 231 2.86 333 3.75 4.12 4.44
11 4A8 7.14 11.11 17.65 30.43 226 2.78 3.23 3.61 3.95 426
12 419 7.69 1250 21.43 43.76 1 2.21 2.70 3.12 3.49 3.80 4A8
r F-17
1 PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity:
Gravity Distribution Tom"
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of . o<c..N.,w FaMk(or
water use rate. `"�►:"°`°"' '°' """"'.�"""'°
ry,-!';,,XW.ouo..I
2. Maximum suggested for delivery to a drop box of a home system is 2,700 fpbg"'go OnfNe gon3on1.11V
Into too War Teo
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. :,,;p„ . Le , le to Ed
g*
ww
RWA Lofts
_. wwaiar LsrnNA @I
Pressure Distibution cw.n s"nd L"W a"'°""'"'"°'
3.a. Select number of perforated laterals 3
b. Select perforation spacing= n_feet. ask" S"d or 1N°
C. Subtract 2 ft.from the rock layer length.
raw -2 ft.=_ Le&-o feet
ermine
d. Detthe number of spaces between perforations.
Length perf.spacing=(6(L ft.+__-AL_ft.=2 1 spaces Required Perforation Discharge
e. ,'1.-L spaces+1= .'"1� perforations/lateral in Mons per minute Y
f. Multiply perforations per lateral by_ number of laterals to 3� s` a 2''P�+ 34'"a
get total number of perforations. ,- x3Q,,= o perforations. cfeeU
g x Pd_�gpm.
1.0a 0.74
SELECTED PUMP CAPACITY `S gpm 2.Ob 0.80 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between purpp and point of discharge. b.Use for all other applications
IT feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity stem,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 Disch
RL= �.(e ft./100 ft of pipe a)�e
b. Determine total pipe length from pump to dischargeElevation Differenc110)0 point. Add 25 percent to pipe length for fitting P
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
/10 x1.25= u4 feet
c. Calculate total friction lossmultiplying1.5 inch 2.0 inch ainch
by gpm tri m PW 100 s of pipe
friction loss in ft/100 ft by equivalent pipe length.
x +100= u feet 10 0.69 0.20
Total friction loss=
�- � --I-- '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
00 (2) (30 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 -2,04-_ 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
�?�gpm (Step A)with at least _feet of total head(Step B).
CJ; 00627 1,< ;;oil
Location, or Project Lot8, Block 2, Dickey Site , Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-20-94
Classifiction System: AASHO USDA-SCS X ; Unified Other
Auger used (check two) : Band X or Power , Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 1016 . 8 feet Surface elevation 1017. 2
Topsoil dark brown loam Topsoil dark brown
0 - 10" 0 _ 11 loam
1 _ Dark brown sandy loam 1 _
10" - 1 ' 4"
Brown sandy clay loam Brown sandy loam
1 ' 4" -• 2' -MOTTLED 2 '
2 - 2 -
Rusty gray brown 1 ' - 2 ' 10"-MOTTLED 2' 10
3 - sandy clay loam 3 - Rusty 2110" - 3 ' 2"gsan� bio m
gust• ra 3 ' 2" - 3 ' 4"
rock' y oa
- 2 - 4 ' 211 4 - Rusty gray brown
Rusty gray silty loam sandy loam
412" - 5 ' 314" - 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 3 ' feet of depth, present at feet of depth,
24 hours -after boring . hours after boring .
Not present in hole Not present in hole X
Mottled soil : Mottled soil :
Observed at 21 feet of depth. Observed at 2 ' 10" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CLRTII'I� �7.'IniJ
00627 L ()f _)'o 1 Borin�jLs
Locatibn, or Project Lot8 , Block 2 , Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-20-94
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 1016 . 2 feet Surface elevation 1018 . 8
Topsoil dark brown Topsoil dark brown
0 - 11 loam loam
1 - 1 _ 0 - 1 '
Brown sandy clay loam
Brown clay loam 1' - 1-1/2 ' -MOTTLED 1-1/2
2 - 2 - Rusty gray brown
1 ' - 2-1/2 ' -MOTTLED sandy loam
2-1/2 '
3 - Rusty olive brown 3 - 1-1/2 ' - 3 '
loam Rusty gray. brown
2-1/2 ' - 4 ' loamy medium sand w/
4 - 4 _ traces of medium sand
Rusty olive gray fine 3 ' - 4-1/2 '
sandy silty loam Rusty gray sandy loam
5 - 4 ' - 51 5 - 4-1/2 ' - 5 '
6 - 6 -
7 - 7 -
I
8 - 8 -
End of boring at 5 ' 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 in hole X
Mottled soil : Mottled soil :
Observed at 2-1/2 ' eet of depth. Observed at 1-1/2 ' feet of depth.
f
Not present in hole Not present in hole
Comments : Comments :
L-1 3
CE�2TIL'l a'1'1;'ii� 4 00627
Location ,or Project Lot 8, Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-20-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1019 . 8 feet Surface elevation 1019 .2
Topsoil dark brown loam Topsoil dark brown loam
0 - 811
0 - 10"
1 _ Brown sandy clay loam 1 _
Brown sandy loam
8" -- .1 ' 8"-MOTTLED 1' 8"
2 - 2 - 10" - 2 ' 4"-MOTTLED 2 ' 4"
Rusty gray brown
Rusty gray brown 2 ' 4" - 31 sandy loam
3 - loamy medium sand 3 Rusty gray brown sandy clay
3 ' - 318" loam
Rusty gray brown
4 - 4 - sandy loam
318" - 414"
1 , 8,1 - 51 Rusty 4 ' 4" - lgan Y
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table : Standing water table :
present at feet of depth, present at 4 ' 2" feet of depth,
hours after boring . 24 hours after boring .
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 1 ' 811 feet of depth. Observed at 2 ' 4" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT. ;00627
PERCOLATION TEST DATA SHEET
PercoLti. ,-. tc<i ;c:idini-,s made b\ S—n Tes+-ing, Inc "- 4=21-94 startin,• at 1 -12 p ;;
Lot8 ,B1k. 2,Dickey Site l._.,... 4-20-94
Test hole location Hole number _ Date hole\k as prepared
Depth of hole botton, 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth. inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Dark brown sandy loam
Method of scratchine sidewall Knife
Depth of oravel in bottom of hole 2 inches
4-20-94 1: 30pm 12
Date and hour of initial Nater filling , Depth of initial %%ater filling inches above hole bottom
Method used to maintain at least 12 inches of%pater depth in hole for at least 4 hours Automatic siphon
Maximum eater depth abo\c hole honor,during test 6 inches
Time Percolation
[Inc interval. Measurement. Drop in skater rate. Remarks
minutes inches le\el. inches minutes per
inch
1: 20 prefill 6
1 : 32 2: 02 2-7/8 10 . 4 30 min
2 : 12 2: 42
2 :43 3: 13
I
i
I
I
i
I
I
I
Percolation rate = 10 . 4 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc . 4-21-94 1. 33 a.m.
Percolation tet readings :nide b\ 011 starting at n
Lot8 ,B1k. 2 ,Dickey Site 2 4-20-94
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
4-20-94 1 : 30pm 12
Date and hour of initial eater filling . Depth of initial eater 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 %%ater depth abo\c hole bottom during test 6 inches
Time Percolation
ince interval. i Measurement, i Drop in water rate. Remarks
j minutes inches level. inches minutes per
inch
1: 20 prefill 6
1: 33 2: 03 it2-3/8 12. 6 30 min
2 : 11 2: 41 "
I
2: 44 3: 14 j
j
i
! I
I
Percolation rate = 12. 6 minutes per inch.
CERT.n00627
PERCOLATION TEST DATA SHEET
4-21-94 1: 38 �p.
Percolation 1-_,, •,�::� :n,>> made byS—P Testing. Inc ,��, aartin�_ at /nen,
Test hole location Lot8 ,Blk.2,Dickey Site Hole number 3 Date hole was prepared 4-20-94
Depth of hole botion, 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchins sidewall Knife
2
Depth of gravel in bottom of hole inches
• tl0 . 12
Date and hour of initial nater filling 4-20-94 15 c.pt optm.mttal water fillip_= inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour. Automatic siphon
6
Maximum xc ater depth abo\e hole bottom during test inches
Time Percolation
imc interval. Measurement. Drop in nater rate. Remarks
minutes inches le\el. inches minutes per
inch
1 : 20 prefill 6
1: 38 1: 48 5-7/8 ' 1. 7 10 min
1 : 57 2: 07 " 5-3/4 1. 7 if of
2 : 14 2: 245-5/8 j 1.8 if
2: 25 j 2: 35 5-3/8 1. 8 "
i
I �
I
I
Percolation rate = 1. 8 minutes per inch.
CERT. #00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-21-94 1: 35 a.m.
Percolation test readin_� made by un starting at m.
Lot8,B1k. 2 ,Dickey Site 4 " 4-20-
Test hole location , Hole number Date hole was prepared
Depth of hole bottom 12 6 inches. Diameter of hole 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
4-20-94 1: 30pm 12
Date and hour of initial %%ater filling Depth of initial eater 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 abo\e hole bottom during test 6 inches
Time Percolation
.\ime i interval. Measurement. Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
Water re aining in est hole
1: 35 2: 05 ! 6 3/4 40 . 0 30 min
2: 10 2: 40
2: 45 3 : 15
i
I i
I
I I
Percolation rate = 40 .0 minutes per inch.
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation to>t read .`s made b� S—P Test i ng-, Tnc_ o 4-21 -94 •tartim: a p m.
Test hole location Lot8 ,B1k. 2,Dickey site , Holenumber 5 Date hole aasprepared 4-20-94
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 sandy clay loam
Method of scratchinc sidewall Knife
2
Depth of gravel in bottom of hole inches
4-20-94 1: 30pm 12
Date and hour of initial %tater fillin, . Depth of initial %%ater filling—inches above hole bottom
Method used to maintain at least 12 inches of cater depth in hole for at least 4 hours Automatic siphon
6
Maximum\cater depth aho\e hole bottom during test inches
Time Percolation
ime interval. Measurement. I Drop in cater rate. Remarks
minutes inches level. inches minutes per
I i inch
1 : 20 prefill 6
1 : 36 2: 06 2-3/4 10. 9 30 min
2 : 09 2: 39 "
2: 46 3: 16 I "
I i
I
t
i
I
I
i
I
I I
1
Percolation rate = 10. 9 minutes per inch.
CEI�T. #00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-21-94 1: 37 a.m.
Percolation test readin_s made by on stanin2 at �r m`�
Test hole location Lot 8 ,B lk. 2 ,Dickey Site . Hole number 6 Date hole vas prepared 4-21-94
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
1011- 12" Brown sandy loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-20-94 1 : 30pm 12
Date and hour of initial nater fillin_ , 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 abo\e hole bottom during test inches
Time Percolation
inle interval. Measurement. i Drop in water rate. Remarks
minutes inches level, inches minutes per
inch
1: 20 prefill j 6
1: 37 2: 07 if7/8 1 34 . 3 30 min
2 : 08 2: 38 "
2: 47 3: 17
I
i I
I
I t I
i
Percolation rate = 34 . 3 minutes per inch.
DATE TIM
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED
PERMIT NO. COMPLETED I
ADDRESS D re ee
OWNER
TELEPHONE NO. 7/ 5 5
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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—SITE 27 SEPTIC MAINTT. 21 COMPLAINT
J �
W 07 DEMO—FINAL 5 SEPTIC INSTALL. ' 22 FOLLOW-UP
FIRA
= 09 PLUMBING RI 23 SE"CL. 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO ME Y S_No
COMMENTS:
CC
Q.
cc
O
O
O
W
W
QC
Q
2
W
W
cc
dO
W RK SATISFACTORY:PROCEED PROJECT COMPLETE
w JJJJJJD CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY
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
OwnerlContracto ite:
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN �116/"-/A-7
INSPECTION NOTICE SCHEDULED 9 7
PERMIT NO. q5 0 COMPLETED �
ADDRESS :26 ,�
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO SITE 27 SEPTIC-MAWL._ 21 COMPLAINT
tQ 07 DEMO—FINAL �5_SEmc-_INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OOWNER/CONTRACTOR TO M/EAT YOU: Q ,l/ 0 COMMENTS: 7 / /� l 2
_ f 1
cc
O
a
cc
O
W
cc
Q
Z
W
Z
W
Z)
�OORK SATISFACTORY:PROCEED
: PROJECT COMPLETE
LU I' CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
OU 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.473-73557
Owner/Contract
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CA w � 97
CALLED
IN
NO-TICE SCHEDULED 97 cry
PERMIT NO. COMPLETED
ADDRESSdl-
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 1 MECHA CAL RI 18 EXCAV/GRADING/FlLUNG
y 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,S INT. 21 COMPLAINT
J
W 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OOWNER/CONTRACTOR T ET U: Ste_N
<„ COMMENTS: � / cS (�
Q
W
cc r
O
CC
O
UL
W
cc
Q
Z
W
W
d WORK SATISFACTORY:PROCEED
W PROJECT COMPLETE
W
W I' CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O Cl 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
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forth ext in ction 24 hours in advance.473-7357
Owner/Contract St r
Inspector. ---�
White Copy/Inspector's File Canary Copy/Site Notice
D/ TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED 7 : 00
ADDRESS r`q` 5
OWNER CONTR. a2rr 2
TELEPHONE NO. 13117 ' S`
DESCRIPTION
w 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO ET YOU:_YES NO
Z
o COMMENTS: _ r
w
a
C)
cc
w
cc
Q
Z:
LU
w
j
d ❑WORK SATISFACTORY:PROCEED /FROJECT COMPLETE
w
z ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
LU
O E CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - PHOTO TAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR L CITATION ISSUED
El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor
Inspector. � i"-""
White Copy/Inspector's File Canary Copy/Site Notice