HomeMy WebLinkAbout1997-009589 - new septic system PERMIT
V TY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66
Crystal Bay, Minnesota 55323 Permit Number:
(612) 473-7357 Date Issued:
SITE ADDRESS:
!Z71 i A
DESCRIPTION:
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REMARKS:
FEE SUMMARY:
CONTRACTOR:
OWNER:
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A E VIT4'ALL C 7Y
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A PERP , M THE EAL�r PROVE NT
SPECIFIED ANI)� 'AGREES TO 00 LL WbRX,,, �ST "COM- PLI'
GRI. --EF. AND STATt: I 8VT BUILDING
CAD I NAW 81'
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, NIN 55323
JOB SITE ADDRESS: 2 `�� D �l UVV�y���,�c1
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: f00% C`�Q� Phone Number:
City: lip:
Mailing Address:
Contractor's Name: G(1yl' .`/ Phone Number:
Mailing Address: City: Zip:
DO NOT MAIL PAYNIENT 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 NIPCA 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.
V1. I have received a copy of the system design including the City of Orono
9-0 Septic System Approval Cover Sheet.
.2. I will be installing the following.
Z.
A. -Tanks: X Precast Concrete Other Manufacturer Dav-wu '\
Tank Capacities: 1) 1_?60 gal. 2) 17uu gal. 3) 12ug gal.
B. Pump Station (if required)
Pump make & model M,6 1�0 (attach pump curve &
literature); system design requires
R!2 gpm at feet of head.
High water alarm make & model �, _ Outside
• ' electrical work to be completed by installer electrician)C _
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 ./D 'x 6 6 v
Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. ,rL "
Maniford Pipe Diam. Z 7y aZ
3�
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: Da D--
Date: � Z ff q 7
MPCA Certification No.:
Staff Review: Approval Denial
Reviewer: Date: o�
Reason for Denial:
O CITY OF ORONO
O SEPTIC SYSTEM APPROVAL
IL
�::..�
' of ORONO
z�-- 'bb�,�a Municipal OtFices
Post Office Box 66
�ECrystal Bay,Minnesota 55323-0066
S
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LOCATION: 2460 Thoroughbred Ln.
OWNER: Eiden
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S-P Testing REPORT DATE: May 9, 1997
The City of Orono has Approved your on-site system design as of October 14, 1997
(approved-disapproved) (date)
with the following comments:
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ON
ByC"c 7 z
Stephen an, On-site Systems Manager
TELEPHONE—473-7357•FAX-473-0510
S-P Tk8TING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
May 9 , 1994
Tandem Properties
Lot 18, 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 18" to 26" , (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 .9 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.
i
I
CONT' D
I
Lot18,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 chir ers
i
SBS/ds
�I
I
tt.at-, Now doll I
SEA LAWI
DATE' pF ifi�.
AS SUFNV0'TTF,0
E a l PPRow-D WITH CU€IFFOT"S AS NOTED ;
s
NOT APPROVED — CCAr?Fr.T & RESUBMIT
l'hfte comments are for your inforrmaticn.All v1►k shall b%AOgi, i
w tura cornoidnop witri ali a #P ,u9e D.rYdltlg Jtt Ivnllls 10!!1!9C
-inftnwldta including items not specitiemly noted In V"
0 Lk THIS K AN �sL-i J#. ► A r ALL, rIA lWi
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SET- BACKS / '
HOUSE I System must be:
Tank 30.E from property lines x - � c"-a �.}3 +`- L.,-) �•
-21: from wells
SLr o� Ug 41101___ f y" from btdgs.
4. Treatment area ='from lakes —streams
1,- YA P w"� n�� Treatment area � from property lines
'M'r.
53� >a p NOTE Power supply and switches must be located in a
'U_0VJV?_- MAPRDLES min ►,." n:L'from wells weather proof enclosure outside the pumping chamber and manhole
'ZD from bldgs.
(Par�p tam V46F-v �F t- -, /� from trees SOIL BORING ELEVATIONS
SLAG t=` 1o�S.o or- f t -� I I
H�wH� min.
F
THAI EL.-L=4 �) � -1aa3.3
Z It su I
I rode—% TH.-2 L.
Tank i Tank j ' ' — t 0 0 — g TH A3 EL:1923SDrop to Tank t i PRESSURE DISTRIBUTION MOUND SYSTEM ..I.H 74 `L_ QLI-
Min. I to B pumping TH'5 EL:-L=4
Max.l"to 4' S\r\A`._0 U) Chamber ELEVATION of PROPOSED PUMPING
ii 4�to 6��dio.pipe t_oc,J LL o O t�VA- ) CHAMBER- -=LPL,Yo, t"w?101$.0 j
1 SYSTEM DESIGN -MOUND " -foe O-V- St-0
TYPE-::I-: , JK_ BEDROOM , Average percolation rate q,'l min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
I
'260 gal./day z.83sq.ft:/gal.lo_-1,L sq.ft.of treatment area +10%=lQJLL�_sq.ft. (= IOft.width=Se'K ft.length of bed area+side slope run_�_to I xlSheight= _ft.xft(w__ft.lawn•area needed) l
1
Clean rock needed- LeX�Lsq.ft.treatment area x 14<' depth of rock=21?'cu.ft=27=_2_!�cu.yds,(3/4'to 21/,3'dia. ,includes 2"of rock above pipe)
Cleansand fill below rock needed QL46cu.yds. approx. , sandy loam back fill 3isat.yds.approx., topsoil C Sr�cu.yd.
t.J�SFtic-V LEc.ot-'1t^END -CO P100 �O�lo 'C� K'OQSOlLFOI�- 1RfC4t�JLRg- St.oP.�v.�(�.. L�.�o.'�rfAA,}
Number of tanks required s�-, Ist tonkl _SLgol. ,2ndtank/002 gol.minrnums Flus ?%ArnVjNU Lt�i- rt►mp�R-
Pumping chamber capacity- 25% of daily sewage flow of 119.gal.= gal.+reserve storage of 15 0 j?1 I/BlI;:L22�-D gal.+pipe bock drainage-
PROPERTY OF:b 16X—
of_j__�_gal./IOOlin.ft.of 2- Ndia. supply pipe, lin.ft.needed 11b , 31-gal.4manifold..._L�gal./100lirLftof a dia.pipe,1h.ftneeded� , Z- gat.
i
total capacity needed 90 1 gal.(plus area for pump) uS E rrn,n. jl.)s!�Q Q p�0
- Distribution pipe_ dia. , lgsA-lin.ft,7/1�:dia. perforations ZJ02oport
Pump sizeYl_hp. (pumpoble capacity 2"gal. 4cycles/day) o�Sc}r1R-q-i z- -____I!�_ VAI M%n. _ � S._P TESTING 1�
I
Note: When constructing bed 7 , this area should be shaped Note: Distance from treatment area to neighboring wells-
Designed 9y
I to divert run-off from entering treatment area. � '�'�� m4 )00 _.
Date :5-&1/2_4 , PH. 612-497-3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated�.Sc�gpd Number
TypeTyp
or measured x 1.5 = gpd. Bedroom: Ie II Type III Type IV
2 300 225 180 60%
3 450 300 218 f j
B. SEPTIC TANK LIQUID VOLUMES 4 600 375 256the
rr=. I
5 750 450 294 in
' 5C) I-10o() gallons 6 900 525 332 the
7 1050 600 370 o
8 1200 675 408
C. SOILS (refer to site evaluation) Naber s
1. Depth to restricting layer= 156 -6;e inchesB f -edmoms , o bw
2. Depth of percolation tests = 1. inches ``umo `""m`)
3. Percolation rate 4S . mpi 23«as` 17.0500 1'.112
5or 6 1.500 2,250
4. Land slope - % 7 or g 2.00D 3.000
over 9 See fig.C-6 (x IS)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = ,
7S0 gpd x 0.83 sq. ft./gpd sq. ft.-1)a,�v i�Ay
2. Select width of rock layer (10 feet or less) = / 10 ft.
3. Length of rock layer= area_width = Rock Bed
-t.,,64-sq. ft. -- _ln ft. _ t.,,K ft. .,.�.,.,.,.ti.�...�.ti.,.,.�.,.,.ti
J•J•J•J•J•J•J•J•! I•J•J•J•!•J•J•
1 ti•tiK•1 1•ti•ti•ti•ti•ti•1.1•ti•ti•ti•t
!•!•J•J•!•J•!•!•!!•!•J•J•J•!•J•
~!~!:J~l�l,!f~J r r f�rtir•itif fti idth <_10 ft. I
•S • • • • •JY
•t•ti•ti•ti•�•t•ti•ti•ti•ti•1•�•1•ti•1•ti
JJJJJ •J•J•J•J•J•J•J•J•!•
E. ROCK VOLUME Length -�
1. Multiply rock area by rock depth to get cubic feet of rock;
0454 sq.ft. x i o ft. _ cu.ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
(,,%4 cu.ft. 27=-;�f) 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. _ tons.
F. ADSORPTION WIDTH L LA Y LA N wl Absorption wide,SuingTable
1. Percolation rate in top 12 inches of soil is q.4 mpi Percolation Rate �"� o&
Minutes pa inti+ Soil Texture P,=- iedc6 ft
r,ed.o
(mpi) f••. r• a.
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00
.L4 gpd/ft'- 0.1 to 5 Sand 1.20 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 Loam 0. 0 2.00
� iy g y 31 to 45 Silt Loam 0.550 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2.67'
1.20 gpd/ft-2 .Lj:gpd/ft2= a�l„ Slower t 61 aClay oz4 �_oo
� wer thann 120 Clav 11
••Soil having 30%or more of fine or very fine sand I
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
D,L"')x iy ft=,a 4"r) ft
i
• � r
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 2.9 % or less adsorption width inculdes both upslope and
dow-nslope widths
2. Calculate Minimum mound size bsaed on geometery:
a. Determine depth of clean sand fill at upslope edge of rock layer:
Separation J- �r feet
b. Multiply rock layer width by landslope 1 root cover
to determine drop in elevation; t root Ro ad
Slope Difference separation feet
x - %+ 100 = - feet Upslope width s1ov. Difference t
c. Add depth of clean sand for separation (2a) �-�-feet
p p Rock Bed width/n
at upslope edge,depth of rock layer (1 foot) to �feet Downslope width
depth of cover(1 foot) to find the mound height at the -
teat
upslope edge of rock layer; /.S ft+ lft+ lft= 3•-< feet
P Pe g Y �
h landslope and upslope dike ratio.
d. Enter table�nnt pi
Select dike multiplier of 9
e. Multiply dike multiplier by upslope mound height to find
upslope dike width: 3 .S x�_= 1�- _feet
P Pe
f. Add depth of clean sand for slope downslope e difference (2b) at
P P Pe edge, to
the mound height at the upslope edge of rock layer(20 to find the
downslope height; ft+- ft = feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of
h. Multiply dike multiplier by downslope mound height to get
downslope dike width: 'x-- - - = feet
i. Minimum mound width is the sum of upslope dike width plus rock
layer width plus downslope dike width;
feet
UDslope W1Eth
j. Subtract the minimum width (2.0 from the 1 feet
_ .
adsorption area (F.4) to find the additional Reck Sep Width
downslope area for adsorption ( )otsl�r..t
upslope wlotn uvsl pe Width
ft 7. ft= feet ;.� i -feet feet
k. Add the additional width (2.j ) to the M
downsolpe width and recalculate ' E
Downslope Width
the total width f'•`
eft+lft + IL4 _ft= feet
E
1. Total mound length is the sum of €
upslope dike width plus rock laver length
plus upslope dike width:
Total Length
14ft+_Ja5�_ft+ _ftfeet
Downslope UPSIOPe
3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
I
%slope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 S.0 60 7.0 8.0
1 3.09 4.17 516 6.35 753 2.91 3.85 4.76 5.66 634 7.41
2 3.19 435 556 6.& 8.14 183 3.70 454 536 614 6.90
3 330 454 5.88 7.32 6.86 275 357 435 5.05 5.79 6.4.5
4 3A1 4.76 625 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
5 353 5.00 667 6S. 10.717 2.61 333 4.00 4.62 5.19 51-1
6 3.66 5.26 7.14 935 12.07 234 31:1 3.85 4.41 4.93 SAl
3M 556 7.69 :034 13.73 2.48 3.12 3.70 4Z3 4.70 5.13
6 3.95 5.88 833 1154 15.91 242 3.03 3.5� 4.05 4.49 4.88
9 4.11 615 9.09 13.04 18.92 2.36 294 3.45 3.90 430 4.65
10 429 667 10.0 15.00 2333 2.31 2.86 333 3.75 4.12 4.44
11 4A6 7.14 11.11 1755 30.43 226 278 323 3.61 3.95 426
12 4.69 7.69 12.50 21.43 33.75 2.21 27C 3.12 3.49 3.80 4.08
am t F-17
I
PUMP SELECTION PROCEDURE
END PERFORATION OFA PERFORATED LATERAL
A. Determine pump capacity: Gro-C~
Gravity Distribution ZETopeW iW
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of Ceeana. k car lav-
water use rate. �.aar Sam`,aver ��'°'of
a
.1111 n 2 i W.paper,
2. Maximum suggested for delivery to a drop box of a home system is 2,700 'Pas"IF9 P;;t=tb^0,116",�R�lato
I.10 Gap Noa, Toa
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ",; , ,tea:aa.
of P�PWftMt 4 Locaftd at
Pressure Distibution c1Mn saes Lova Bi1faiA a'Lateral
3.a. Select number of perforated laterals3 .
b. Select perforation spacing=_ feet -W°IP, "^ Lot-L.I.
1
Lot-
C. Sub"q 2 fL from the rock layer length.
-W-2 ft._ f et
d. Determine the number of spaces between perforations.
Length perf.spacing=Lgja ft.+�_ft.= 7--2- spaces Required Perforation Discharge
e. Z.2 spaces+1=Z_perforations/lateral ,n gallons per minute(gpm)
f. Multiply perforations per lateral by number of laterals to N a :.apd i� P
d
get total number of perforations. , x �_ * perforations. (feet) �z
g. x �- gpm. 1.0a 0.56 0.74
SELECTED PUMP CAPACITY'gpm 2.0b 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
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity s stem,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. 1 Point of Dischar�c
F.L.= '1, (g fL/100 ft of pipe Tlaab j
b. Determine total pipe length from pump to discharge Elevation Difference
point Add 25 percent to pipe length for fitting Pump _Jp 7 J!�
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
) 7 n x 1.25= a a feet
c. Calculate total friction loss b multiplying 1.5 inch 2.0 inch ape inch
y multi p N g Friaim m W100 R of pipe i
friction loss in ft/100 ft by equivalent pipe length. pn 0.69 0.20
Total friction loss= a • t x 1 n-� +100= 5 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
eL<_+�_+�� 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`7 gpm (Step A) with at least _]�feet of total head(Step B).
CLiCllIl'i• :."i'101 1 0061 / 1 �i oi_ SOi1 I.vl -- --
Location or Project Lot 18, 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) : IIand X or Power Flight or Bucket-t X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 1022.4 feet Surface elevation 1023 . 1
0 - -- -- 0 - - -- --
Topsoil dark brown Topsoil dark brown
loam loam
0 - 1 ' 0 - 1 '
1 - Brown loam 1 - Brown loam
1 ' - 1-1/21 -MOTTLED 1-1/2 1' - 1-1/2 '
Rusty olive brown clay Brown clay loam
2 1-1/2 ' - 214" loam 2 - 1-1/2 ' - 2 ' 211-MOTTLED 2
Rusty olive brown
Rusty olive gray clay loam
3 - clay loam 3 - 212" - 312"
Rusty olive gray clay
214" - 3110" loam w/traces of sand
A 1 211
4 - 4 -
Rusty olive gray 3 ' 2"
- 't
loam Rusty olive gray loam
3110" - 5 ' 412" - 5 '
6 - 6 -
7 - 7 -
8 - 8 -
I
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 309" feet of depth,
20 hours after boring . 20 hours after boring .
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1-1/2 ' ' Observed at 2 ' 2" feet of depth.
feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CERTIFICI T10i� 1� 00621 L,C'gs of Soil Borings
Location or. Project Lot 18, Block 2, Dickey Site, Orono
1 r'14
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 1023 . 5 feet Surface elevation 1023 . 6
0 - --- — — 0 - ---- --
Topsoil dark brown loam Topsoil dark brown sandy
0 - 10" 0 - 8" loam
1 _ 1 _ Brown sandy loam
Brown loam 8" - 1-1/2 '-MOTTLED 1-1/ 21
10" _ 21-MOTTLED 2 ' Rusty olive brown sandy loam
2 - Rusty olive brown loam 2 1-1/2 ' - 2 ' 4"
2 ' - 2-1/2 '
Rusty olive gray Rusty olive gray
3 _ clay loam 3 _ clay loam
2-1/2 ' - 3 ' 4" 214" - 314"
Rusty olive gray Rusty olive gray
4 - loam 4 - loam
3 ' 4" - 5 ' 314" - 5 '
5 - 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 3 ' 5" feet of depth, present at 3 ' feet of depth,
20 hours after boring. 20 hours after boring.
Not present it hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2 ' feet of depth. Observed at 1-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
00621 i � lsurin
Location or Project Lot 18, Block 2 , Dickey Site, Orono
. I _ ,
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
r
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1023 .4 feet Surface elevation 1023 . 3
0 - -- - - 0 - - --
Topsoil dark brown Topsoil dark brown
loam
1 - 0 - 11211 1 _
0 - 1 ' loam
san wnloam 1' 2" - 1-1/2' -M TTLW Brown sandy loam
Rusty olive. brown sandy' , _ ,
2 - 1-1/2 ' - 2 ' 2" clayloam 1 - 2 MOTTLED 2
2 - Rusty olive brown sandy clay
2 ' - 2-1/2 ' loam
_ Rusty olive gray
3 clay loam 3 -
Rusty gray brown
212" - 3110 loamy sand
4 - Rusty gray silty loam 4 _
3110" - 414"
Rusty olive gray loam
5 - 41411- 5 ' 5 - 2-1/2 ' - 5 '
6 - 6 -
7 - 7 _
lII�
8 - 8
End of boring at 5 ' feet. End of boring at 51 feet.
Standing water table : Standing water table:
present at 2 ' 2" feet of depth, present at 3-1/2 ' feet of depth,
20 hours after boring . 20 hours after boring.
Not present ; n hole Not present in hole
Mottled soil : Mottled soil :
i
Observed at 1-1/2feet of depth. Observed at 2 feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT.#r(J0
a627I�
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 slartmE::1 8 : 53
Perll::`.i�1?te�I readln°$made b�' Url
Jury
Lot18,B1k. 2,Dickey Site 1 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:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
!Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
4-11-94 12: 30pm 12
Date and hour of initial water fillingDepth 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 �k ater depth above hole bottom during test 6 inches
Time Percolation
ime interval. Measurement. Drop to water rate. Remarks
minutes inches I level. inches minutes per
inch
8 : 40 i prefill 6
8 :53 9 : 23 3-5/16 9 .1 30 min
9 : 46 10 : 16 I "
10 : 17 10 : 47 "
i
I
i
I i
I I I
i
Percolation rate = 9 . 1 minutes per inch.
CERT. #'041627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 8: 54
a.m.
Percolation test readings made b � g on startim=at
y
Test hole location y , Hole number Date hole was prepared
Lot18 ,B1k. 2 ,Dicke Site 2 4-11-
Depth of hole bottom 12 Anches.Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching stdewall
Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 12: 30pm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
Maximum%+iter 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
8 : 54 9 : 24 to 3-1/4 10. 0 30 min - -
9 : 4 5
in9 : 45 10 : 15 It2-15/16 10 .2 it i
10 : 18 10 : 48 2-7/8 10.4 "
I
Percolation rate = 10 . 2 minutes per inch.
CER^. #00627
�� r �
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 8: 55 X111
made b_\' g/ �lrt starting ai p.nl.
Lotl8 ,B1k.2,Dickey site 3 4-11-94 I
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 - 1011 Topsoil dark brown loam
1011- 1211 Brown loam
Method of scratchin>?side\vall
Knife
2
Depth of«ra\'el in bottom of hole inches
4-11-94 12 : 30pm 12
Date and hour of initial water filling . Depth or initial water fillinc, 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\eater depth above hole bottom during test Jnches
Time Percolation
i
ime interval. I Measurement. i Drop in water rate. Remarks
minutes inches level. inches minutes per
inch I I
8 : 40 prefill 6
8 : 55 9: 10 i 5-1/2 2. 7 15 min
9 : 44 9: 59 "
i
10 : 19 10 : 34 I "
i
i
Percolation rate = 2- 7 minutes per inch.
CERT%#Q06 7
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. : 56
Percolation test readings made b�• on 4-12-94 starting at 8 -frr.
Lot18 ,B1k. 2 ,Dickey Site 4 "`°'"' 4-11-94
Test hole location Hole number Date hole was prepared
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test hole:
Depth, inches Soil texture
�� II
0 - 8 Topsoil dark brown sandy loam
8" - 12" Brown sandy loam
Method of scratching sidewall
Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 12:30pm 12
Date and hour of initial water filline . Depth of initial N�ater filline, 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 NN ater depth above hole bottom during test inches
Time Percolation
ime interval. Measurement Drop in waterrate. Remarks �
minutes inches level. inches minutes per
inch
8 : 40 prefill 6
8: 56 9 : 26 2-1/16 14 . 6 30 min
9: 43 10 : 13 1-7/8 16. 0 it
10 : 20 10 : 50 1-3/4 17. 1 "
I
I
Percolation rate = 15. 9 minutes per inch.
CERT.#0027
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-12-94 857 gym\
Percolation test readings made by on starting at : ��:
Lot18 ,B1k. 2,Dickey Site 5, ...., 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:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchine sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 12 : 30pm 12
Date and hour of initial water filling Depth of initial water filling inches above hole bottom
Method used to maintain at least 1' inches of water depth in hole for at least 4 hours Automatic siphon
Maximum \\ater depth above hole bottom during test 6 inches
Time Percolation
ime i interval. Measurement. Drop in%rater r rate. Remarks
minutes inches level. inches minutes per
inch
8 : 40 prefill 6
i
8 : 57 9: 27 3-1/2 8 . 6 30 min
9 : 42 10 : 12 3-3/16 9 . 4 "
10 : 21 10 : 51 I 3-1/8 9 . 6 "
i
' i I
Percoiation rate = 9 • 2 minutes per inch.
I
t ,►
I
CERT.#006.27
PERCOLATION TEST DATA SHEET
III
Inc. 4-12-94 8: 58 a:m.
S P Testing,
Percolation test readings made by on starting at p.m.
Lot18 ,B1k. 2,Dickey Site 6'° 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:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-11-94 12 : 30pm 12
Date and hour of initial water fillingDepth of initial water filling inches above hole bottom
I
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
Maxim6um v.ater 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: 58 9: 28 i 5-1/16 5. 9 30 min
9 : 41 10 : 11 4-3/4 6. 3 of
10 : 22 10 : 52 4-9/16 6. 6 '
i
I
I
i
I
I
I
6 . 3
Percolation rate = minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE iSCHEDULED
PERMIT NO. COMPLETED
ADDRESS
OWNER C NTR.
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
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
Zlz 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 SESES L. 22 FOLLOW-UP
'ITLU 09 PLUMBING RI EPTI 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES NO
COMMENTS: '- 0021
Lw
cc
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cc
O
LL
W
cc Q
Q
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3�O
W
Z
W
CC T�177H W251O
W ElWORK SATISFACTORY:PROCEED ROJ ECT COM PLETE
Cr
W ❑CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 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 ins tion 24 hours in advance.473-7357
Owner/Contractoro
Inspector. A 1A
White Copylinspector's File Canary Copy/Site Notice
D
CITY OF ORONO CALLED IN
INSPECTION N ICE SCHEDULED
PERMIT NO. �SF i COMPL TED
ADDRESS Uri
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MEC ICAL RI 18 EXCAV/GRADING/FILLING
H 02 FRAMING 13 MECHANICAL FINAL /9 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
F' 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
W 07 DEMO—FINAL INSTALL ' 22 FOLLOW-UP
2 09 PLUMBING RI 23 SE 35 HARD COVER REMOVAL
10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TOME Y YES_NO
COMMENTS:
cc
a �
cc
0
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LU cc
Q
2
W
W
CC
Z)
LAJcc/WORK SATISFACTORY:PROCEED 7 PROJECT COMPLETE
W C. CORRECT WORK 8 PROCEED _ ISSUE CERTIFICATE OF OCCUPANCY
Q El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0O BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN
INSPECTOR WILL RETURN _
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contracto 0
Inspector. 64
White CopylInspector's File Canary CopylSite Notice
�T TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. c r PLETED l
ADDRESS
OWNER CONVR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG
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
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
2
..I 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
�
OWNER/CONTRACTOR TO M E70YOU: Y S NO Q
'CR) COMMENTS: ����
O
O
O
cc OKW
cc
Q
Z
W
z
W
d
W'/WORK SATISFACTORY:PROCEED PROJECT COMPLETE
cc CCORRECT WORK 8 PROCEED
W : ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS.
INSPECTOR WILL RETURN PHOTO TAKEN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspe tion 24 hours in advance.473-7357
Owner/Contractor n ' e:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OFNO CALLEDIN
INSPECCTIONION NOTIC� SCHEDULED
PERMIT NO. COMPLETED
ADDRESS d
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION ��
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 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
v 07 DEMO—SITE 27 SEPTIC MAI T. 21 COMPLAINT
tQ 07 DEMO—FINAL PTI 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
-J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION EM AL
OWNER/CONTRACTOR TOY YES NO
o COMMENTS: Acc �>o
W
Q_ 4/219
cc
O
ccd�
O
LL
W
0;
Q
Z
W
ZE
W
C
j
ujC WORK SATISFACTORY.PROCEED PROJECT COMPLETE
W C'CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 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 x inspection 24 hours in advance.473'7357
Owner/Contracto it
Inspector.
White CopylInspector's File Canary Copy/Site Notice