HomeMy WebLinkAbout1996-008510 - new septic system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 =' ! Rob WATER
Crystal Bay, Minnesota 55323 Permit Number: �t),_, 1{
(612)473-7357 Date Issued: 10/22/96
SITE ADDRESS:
:306.5 WATERT }WN Ru
CH
P . i . N. ,' i 4-117-23-22-i 0.3*3
DESCRIPTION:
NEW SEPTIC SYSTEM
'ewer b Water Permit. Type NEW SEPTIC SY`_TE
Sewer b Water Work Type RESIDENCE
REMARKS:
FEE SUMMARY:
Base Fee $100 .00
Surcharge ----------$-EQ
Total Fee $1 c.o. 5{_T
CONTRACTOR: - Applicant - OWNER:
PETERSON ELMER _T CC" 54718151 HARRIS CONSTRUCTION
5921 DAGUE AVE SE 306S WATERTs AWN RD
DELANO MN 552322 ; ORONO MN 5=:=:56
(612) 471-8151
THE IANC? SIGNED �RESY REQUE�:T �RI�ISSI� TD
:MPEG I FI~ED AND AGREES TO DO ALL 010, 1W IN;sT"A It'�6 t� [. AINCE � �
L+ �C�PiDNQ C DJNANt:ES AND ti-�Tfl7E . , t � 5 51 I +� tE l� f IVTS
�,
j APPLICANT/PERMITEE NATURE ISSUED BY:SIGNATURE
i4D
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
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
Owner's Name: Phone Number:
Mailing Address: City: lip:
Contractor's Name: ( PhoneNum r:
CitZip
Mailing Address: Y: '
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: A�_ Precast Concrete _ Other Manufacturer
Tank CapaTities: 1) gal. 2) gal. 3) 160 gal.
B. Pump Station (if required)
Pump make & model (attac4 pump curve &
literature); system design requires46 b) gpm at 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 /a 'x s'S�
Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. ;L-2
Maniford Pipe Diam. --�`
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: u Date
MPCA Certification No,:
Staff Review: Approval Denial
Reviewer: Date:
Reason for Denial:
CITY OF ORONO
'1 SEPTIC SYSTEM APPROVAL
CITY of ORONO
Municipal offices
Post Office Box 66
Crystal Bay,Minnesota 55323-0066
�kESHO
LOCATION: 3065 Watertown Rd.
OWNER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
October 19, 1989, revised
S—P Testing
SITE EVALUATOR: REPORT DATE:May 13, .19 9 3, Aug. 22, 199
The City of Orono has Approved your on-site system design as of October 14, 1996
(approved-disapproved) (date)
with the following continents:
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 N
By
Stephen c an, On-site Systems Manager
TELEPHONE-473-7357•FAX-473-0510
3CU (,,,> w A-n`-i2` ('J
S-P TE
951 KATYDID LANE
ST. MICHAEL, MN 55376
497-3566
Steven 3.. Schirmers
October 19 , 1989
REVISED May 13 , 1993
Steve Wirtjes
3085 Watertown Rd.
Sub-Div. ,So. Site 2 Acres .
Orono, Henn. Co. , MN
This system is Designed for a Type 1, four bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances .
The soils on this site are typical of SCS soils mapped - KkC - Kilkenny
loam. A seasonally high water table was located at 16" , 18" , 2411 ,
26" & 28" , (mottled soil ). . Due to the seasonally high water table, '
apressurized 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 18" have a percolation rate averaging 2 . 8
min/inch and are adequate for treating septic effluent.
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 .
r
(Mercury floats are a good method) .
All neighboring wells are located more than 100 ' away from the proposed
treatment area .
Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible . The treatment area should be
marked off beforefconstruction.
Soil and Percolation Tests CONT ' D
Septic System Design
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. SchirmersDS
SBS/ds
n
I
718'
I -%M yo
r.�
/ COVED A9BIM-15'."M
� � >a'���b v,a '►1a'E s� 'P�o�ti�T•!
y.+w,4,v� u4os�� APPROVED WffH C R t'4NS NOT90
C,
o c u aw►� z i ��'� /_ N, r NOT APPRO/ED — K' r & RESIA M T1 ' c o���t�e. --eco•o a
'� art for ymp w4!,'"O r, All wpit 04"
cam:�� .�
MIN 10
Ptfm mw� fewo is
+��.� JIM '! ' _ s1.4 Pzrcdo!ion Tests Scoe4tle:
' ► t � � - -
/ S QSQit Borings
®Bw&. Mork
AITTIwIq-• a° �� - Note= This system is to be constructed to meet
`,
the Minnesota PoItu.�on Con.rd Ayency
3�2 -y - ' Chapter 7080 & Local Ordinanc
Check all underground gtilitie
Imo_
, PftOP�RTY.OF:.)�
D'�►J� �0.3 o��J�- ► - JD 4�� Vi/�FS�L�D W`}al �rC'�
017- s OM?1 1419�AA)J. Oo. jo-XZ
-4S9.
q4� °►3� 3H
S-P,,��T---ESTIN G/L C.
Designed //
Co:e:i4/M/;, ,/ , PH.612 -497-3566
�o y:►SS
-
r�
5
3 13
1113
1.0'e.skto -�"� VA•D
SET- BACKS ►v.� I /O'
I
HOUSE System must be:
Tank L2-I from property lines
til As�9rvt�s�.
IS' from wells
\,VA\ Y--oL1T 22 from bags.
Treatment area ='frorn lakes, streams
Treatment area ao from property lines NOTE:Power supply and switches must be located in a
e
M.4r�t{ou5 e gym nt If'from prop weather proof enclosure ourtside the pumping chamber and manhole
I �Rcr F,Lc_
'from b!dgs.
from trees SOIL BORING ELEVA1lONS
j L+ '�
; t
I
aomin. �-r---� THIEL,-
da.supplo TI-.�2 EL.-sus a.y
Tank j I ) -.5v'- grede—/o
Tank :� PRESSURE DISTRIBUTION MOUND SYSTEM TH"3EL- �sa.o
Drop to Tank ! I I TH 74 El
Min. I"to 8' �pt,mp;ng TH5 EL--at-,L'-
Mox.l"io 4' <-,H 0 U Chamber ECEVATIOV at PROPOSED FxJM,P;NC
R- �
4 to6 CHAMBER- '%, zo dia.pipe -5o7 or- �u���-.��.o
SYSTEM DESIGN -MOUND
TYPE-�, .� BEDROOM , Averoge percolation rate min./inch (design.83sa.ft treatment area pergal. of daily sewage flow)
rood gal./day x.83sq.ft./gal.`ni� sq.ft.of treatment area +10% =5�` 2_sq.ft. (.. IOft.width=-5s,-fi.length of bed area+side slope run oto 1 x1l height= ft.x" ft.lown•area needed)
Clean rock needed- SID_sq.ft.treatment area x )xs-' depth of rock= 511-1 cu.ft=27= Zi1_cu.yds.(3/4"to 21/f dia. ,includes 2"of rock above pipe)
Gor''�s'•r Clean sand fill below rock needed�cu.yds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6" (oD cu.yd. AVS-• SHta� a��u 3
Number of tanks required a Ist tank 2000 gal. , 2nd conk 00gal,mirirrxms fi s PL1m Pj N vR-
'g'Ev1S�'p -�
Pumping chamber capacity- 25% of daily sewage flow of Lav gal.= .0 gal.+reserve storage of 150 gT] /Bf�:IaD gal.+pipe bock drainage— PROPERTY C=
of gol./IOOlin.ft.of 2, "dia. supply pipe, lin.ft.needed Seo , 07 _gal.+monifo'd W gat./IOOlin.ftof 1 "dia.pipe,ln.ft-needed , 'Z got, o19 wA-V�----,
total capacity needed 01,1 gol.(plus area for pump) use rnin. loon
Distribution pipe t.r3 dia. , ZSR lin.f t., 2L4-:dia. perforations-Z�_"apart 10-a3-SS
Pump sae l la hp. (pumpoble capacity )tel gal. 4cycles/doy) L.lS l�{ ' Hr--Pao P�E`os . - ,Se�dA?-U5-: tY,, n.
�-T--- S-P TE-STING /VC.
Note: When constructing bed , Itis area should be shaped Note: Distance from treatment oreo to neighboring wells— Designed By:
to divert run-off from entering Ireolment area. - �4 I' 1C)o l t
Dole:�!/�/2Le, PH. 612-497-3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A% FLOW Estimated Sewage Flows in Gallons Per day
Estimated o o gpd (see pages D-7 or I-3, 4,5) umber (bpd)
or measured gpd x 1.5 = neaof Type I Type II Type"' tv
2 300 225 180
B. SEPTIC TANK LIQUID VOLUMES 3 450 300 218
4 600 375 256 .ria
-
/00 0 gallons (see pages C-3 or C-5) 59 0 45550 294 ,n
7 1050 600 370 m
8 1200 675 408 cdamw
C. SOILS (refer to site evaluation)
1. Depth to restricting layer= I! -10 inches septic Tank Capacities,Inaaltuos
Number of ,Minimum Liquid Liquid capacity with
2. Depth of percolation tests = =rl inches Bodrmxns Capacity garbagedispoad
3. Percolation rate .�;4 mpi �L �r' % "; 2;«ss ;50 ;�
4. Land slope (� % 8a9 ---� _._3_.
over 9 -..
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 =
I
✓oo O gpd x 0.83 sq. ft./gpd = yg56 sq. ft.+sy?Q
2. Select width of rock layer (10 feet or less) _ /0 ft.
3. Length of rock layer = Area-i-Width =
Sy sq. ft. % ft. = 5S ft. Rock Bed
r•r•r•r•r r•r•r•r•r•r•r.r r•r
ti•ti•ti•ti•ti•ti•ti•+•ti.. ...•+•ti•ti• T
r•r•r•r•r•r•r•r•r•r•r•r.r•r•r
ti•ti•ti•ti•ti•ti•ti•ti•�•ti•ti•ti•ti•ti•ti• idth 510 ft.
•r•r•r•r•r•r•r•r r•r•r•r•r•r•r
ti•ti•ti•ti•ti•ti•ti.1.ti•'t•ti.ti•1.•'.•b• -
E. ROCK VOLUME •r•r•r•r•r•r•r•r•r•r•r•r•r•r•r
I-- Length
1. Multiply rock area by rock depth to get cubic feet of rock;
Sx-n sq. ft. x,/.c,.-"ft. =L2-�-cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
. -2�-cu. ft. --27= -.� ► cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
cu. yd. x 1.4 ton/cu. yd. = D,cy tons.
F. ADSORPTION WIDTH L L A L� �x 4n'1
1. Percolation rate in top 12 inches of soil is mpi Absorption Width Sizing Table
Per oladon Rate Gallons Ratio of
2. Select allowable soil loading rate from table on page E-; in Minutes per Soil Texture per day per Absorption width
Lil gpd/f t2 tnch(MPl) square foot to Rock Layer
3. Calculate adsorption width ratio by dividing rock layer Faaterthen 0.1• Coarse sand .-- _.
0.1 to 5 Sand 1.20 1.00
loading rate of 1.20 gpd/f t2 by allowable soil loading rate; 0.1 to 5•• I=Sand••
0.60 2.00
1.20 gpd/f t2 .Ll gpd/f t2= �� (� 6 to 15 Sandy Loam 0.79 1.52
16 to 30 Loam 0.60 2.00
31 to 45 Silt Loam 0.50 2.40
Check this value on page E-16. 4 t 1m Clay Loam °oii 2,65.i17i
4. Multiply adsorption width ratio by rock layer width to get s than Clay -_.- -_._
required adsorption width;
a •�q x /0 ft = ! .� ft
CT. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for
absorption: ;
2�.L ft- /U ft = 1 '? . feet t
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation /. U feet
b. Multiply rock layer width by landslope to determine drop
in elevation; Slope Difference t'
/D x %,- 100 = 6-2 feet
c. Add depth of clean sand depth of clean sand for
separation at upslope edge (2a) to depth of rock layer to °=W `
rock depth and the depth of cover to find the total mound °° ""'"
height at upslope edge of rock layer;
), y ft + 1 ft + 1 ft = 7.13 feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of a .ate
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: ,2.U x _ / i-� feet
f. Add the depth of slope difference(2b) to the upslope
height to get the downslope height
Z .�:' + , " = 7, t , feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
Select dike multiplier of S•a (..
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:-Z. (,. x 5.�t.� _Je feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of the two values as the downslope dike width; _ �^
Gi feet
j. Total mound width is the sum of upslope dike RocC.sea wtih wio of wa :..
width plus rock layer width plus downslope V.
Rock Bed Length * * '*
dike width;
/ 0 ft + I Q ft + /Cr ft = > feet Up lopes ;dlt_* ' iDike th
;.v o wiati;
k. Total mound e length is the sum of u slo
g P P
dike width
P lus rock layer length plus
Y g
upslope slo e dike width;
1u ft + 6 S ft + /C ft= r) 5' feet -Total Length
C?
Downslope Upslope
3:1 4:1 S:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
%dope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3.09 4.17 5.26 6.38 7S3 2.91 3.85 4.76 5.66 6S4 7.41
2 3.19 4.35 556 6.82 8.14 2.83 3.70 4S4 5.36 6.14 6.90
3 330 454 5.88 732 8.86 2.75 357 4.35 5.08 5.79 6.45
4 3A1 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
5 353 5.00 6.67 8.57 10.77 2.6133 4.00 4.62 5.19 571
6 C 526,�. 7.14 9.38 12.07 254 3.23 3.85 4.41 4.93 SAI
7 _____3.66 3.80- - 5.56 7.69 1034 13.73 2.48 3.2 3.70 4.23 4.70 5.13
8 3.95 5.88 8.33 1154 15.91 2.42 3.03 357 CAS 4.49 4.88
9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
10 429 6.67 10.0 15.00 2333 2.31 2.86 3.33 3.75 4.12 4.44
11 4.48 7.14 11.11 17.65 30A3 2.26 2.78 3.23 3.61 3.95 426
12 4.69 7.69 1250 21A3 43.75 121 2.70 3.12 3.49 3.80 4.08
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution END PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of oyow cOV"
water use rate. Topsoil
2. Maximum suggested for delivery to a drop box of a home system is 2,700 .
., of Geolextile
Fftric( fa
r-
$allons Per hour(45 gpm)to prevent build-upof pressure in dropbox. `';..ti..LG.'.a•MySondL,>~r : IrZ. �Iay«o,"orc1rawce. ed
rritA red rosin papvl
er or e a Per lorotlon Drilled liortyonlolly
Pressure Distribution r Into p hear Top
3. a. Select number of perforated laterals 3 �:P+ue a Leos, ay to Edge
o Fbld R« .�.- •• of Rock Layer
b. Select perforation spacing= �, ft. pHforotion:Located at
c. Subtract 2 ft. from the rock layer length. -
Clean Sand Layer Bottom o/Lateral
yer ea8t -2 ft._��ft. -
ortpinal son Property Srarifted
Belvue Pladnq Surd Loyer
d. Determine the number of spaces between perforations.
Length perf.spacing= S-3_ft.+7 ft.= I ? spaces
e. V-spaces+1 = I i, perforations/lateral TABLE OF PERFORATION DISCHARGES IN GPM
f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches)
get total number of perforations.
- x 14f' - perforations. 7/32 +�•
° . lateral-
1.0a 0S6 0.74
$ x ' Imo( - )$Pm•
1-5 0.69
0.80 1.0044
P& T -
2.5 0.89 1.17
3.0 0.98 1.28
SELECTED PUMP CAPACITY Lq !)gpm 4.0 1.13 1.47
5.0 1.26 1.65
B.Determine head requirements:
J. Elevation difference between um and int of dischar e. &Use 1.0 foot of head for residential systems.
P P Po $ bUse 2.0 feet of head for other establishments
9 feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
feet
3. Friction loss Pipe Length
a. Enter friction loss table with gpm and pipe diameter. Point of Discharge
Read friction loss in feet per 100 feet from table. �stf
F.L.= ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to dischargep„n1p n,
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b .
length-1.25 times pipe length=
1.5 inch 2.0 inch 3.0 inch
(_x 1.25 feet gpm Friction loss per 100 ft of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= (,7,-x a.L ti +.100=_�feet 14 1.28 0.38
4. Total head required is the sum of elevation difference, 16 1.63 0.48
special head requirements,and total friction loss. 18 2.03 0.60
s
P� eq 20 2.47 0.73 0.11
25 3.73 1.11 0.16
7 + _+ 30 5.23 1.55 0.23
(1) (2) (3c) 35 7.90 2.06 0.30
40 11.07 2.64 0.39
---50 1 �_ 3.28 0.48
- - 0.58
TOTAL HEAD ) feet 55 4.76 0.70
60 5.60 0.82
'`C. Pump selection
'__/i. A pump must be selected to deliver at least Lt LZ gpm (Step A)
with at least )'- feet of total head (Step B).
L-13
CERTIFICATION # 00627 Logs of Soil Borings
Locdtion• or Project Steve Wirtjes,3085 Watertown Rd. ,Sub-Div.So.Site,Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 10-10-89
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used. (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 80 . 5 feet Surface elevation 82 •'4
0:.- 0 -
Topsoil very dark gray
- loam Topsoil dark brown
1 _ 0 - 1 ' 1 - loam
1-1/2 ' -MOTTLING Dark gray
1 ' - 1181" loam
2 - Dark gray clay loam 2 _ 0 2 '
2 ' 4"-MOTTLING Dark gray brow
strong 2 ' - 2-1/'2 ' loam
11811 •- 211011
3 - Olive gray clay loam 3 _ Rusty olive gray
2110" - 314" clay loam strong
4 - 4 - 2-1/2 ' - . 4
Rusty gray loam
Rusty olive brown
5 - 5 - loam
6 - 314" - 6 ' 6 _ 4 ' - 6 '
7 - 7 -
8 8 -
End of boring at 6 ' feet. End of boring at 6 ' 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 1-1/2feet of depth. Observed at 2 � 4�� feet of depth.
Not present in hole Not present in hole
Comments: Comments :
L-1.3
CERTIFICATION r 00627 Logs of Soil Borings
Location or Project Steve Wirt 'es 3085 Watertown Rd. ,Sub-Div.So.Site,Orono
Borings made by S-P Testinq, Inc. Steve SchirmeKa. _ Date 10-10-.84
r
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 82 . 0 feet Surface elevation 79 . 7
.0- - 0 -
Topsoil very dark gray
Topsoil dark brown 0 _ 1, loam
1 - loam 1 -Dar lgamy 1' - 1 ' 4"-MOTTLING
0 - 1' 10" Dark 1' 4" - 1 ' 10"graloamay
21 -MOTTLING 2
2 DArk gray clay loam Gray clay loam
1110" - 2-1/2 '
Rusty2-1/2 ' - 3 'oc}ay �ON
3 ..- 3 - 1 ' 10" - 3 . 2..
HIT ROCK Rusty 31211 - 31811 gr silty
4 - 4 -
Rusty olive gray
loam
5 - 5 -
3 ' 8" - 61
6 - 6 -
7 - 7 -
8 - ' 8 -
End of boring at 3 ' feet. End of boring at 6 ' feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
X X
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2Observed at 11411 feet of depth.
feet-. of ,depth.
Not present in hole Not present in hole
Comments: domments :
L-13
CERTIFICATION # 00627 Logs of Soil Borings
'Loca-Lion •or Project Steve Wirtjes, 3085 Watertown Rd. ,Sub-Div.So.Site,Orono
Boring_,s,made by . S-P Testing, Inc . Steve Schirmers Date 10-10-89
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 79 . 5 feet Surface elevation 81'. 4
0 _ - 0 -
Topsoil dark gray
loam
1 _ 0 1 ' 1 _ Topsoil dark gray
Dark gray clay loam strong loam
1-1/2 '-MOTTLING ,
2 --- 1' = 2 ' 2" 2 - 212' -MOTTLING
Gray clay loam
0 - 2-1/2 '
3 - 21211 _ 31 3 - Very 2-1/2 ' - 31da oa�ray c a.
Rusty olive gray
clay loam
Olive gray loam 3 ' - 4'
4 - i 4 - Rusty olive brown loam
4 ' - 4-1/2 '
Rusty olive brown sandy
5 3 ' 5 ' S _ 4-1/2 ' S '_ loam
HIT ROCK Rusty olive brown
loam
6 - 6 _ 5 ' - 6 '
7 - 7 -
8 8 -
End of boring at 5 ' feet. End of boring at 6 ' feet.
T'
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 1-1/2 'feet of depth. Observed at 21211 feet of depth.
Not present in hole Not present in hole
Comments : Comments :
! CERT'.40Q627
. PERCOLATION TEST DATA SHEET
tea.m.
Percolation test readings made by S—P Testing, Inc. on 10-11-89 startingat 10 :18 p.m.
t
Wait)
Test hole location
3085 Watertown Rd. So. oTe number 1 ,Date hole was prepared 10-10-89
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil very dark arae loam
12" — 18" Dark gray loam
Method of scratching sidewall Knife
Depth of gravel in Bottom of hole 2 inches
10-10-89 it -�?Oatt� 12
Date and hour of initial water filling - Dept o imtia 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 '
Time interval, Measurement, Drop in water rate, Remarks
minutes • inches level,inches minutes per
inch
9 : 50 prefill- 6
10 : 18 10:38 . 5-1/2 3.6 20 min
10 :49 11:04 . 3-3/16 4. 7 15 min
11 :05 11: 20 , 3-1/8 4. 8 "
11: 21 1 11: 36 3-1/8 4. 8 "
4. 8
Percolation rate = minutes per inch.
DICER^_'.#00627
' PERCOLATION TEST DATA SHEET
S-P Testing, Inc . on 10-11-89 startingat 10 : 19 a.m.
Percolation test readings made by
Test hole location
3085 Watertown Rd. , So. 0Ie number 2 Date hole was prepared 10-10-89
Depth of hole bottom---1-8---Inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 18" Topsoil dark brown loam
Method of scratching sidewall KNif e
2
Depth of gravel in bottom of hole inches 11 p
Date and hour of initial water filling 10-10-89 Depth of n►taiM water filling 12 inches above hole bottom
Method used to maintain at leas4 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 '
Time interval,. Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
9 :50 prefill 6
10 :19 1 0 : 29 , 4-1/2 2 . 2 10 min
11:01 11:11 4-3/8 2.3 "
11: 12 11: 22 4 2. 5 "
11 : 23 11: 33 3-15/16 2.5 "
Percolation rate = 2.4 minutes per inch.
ri ',CERT'.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, inc. on 10-11-89g
startin at 10 : 2 0 m,
IJate) P.
Tescholelocaeion 3085 Watertown Rd. ,So. to 3 10-10-89
ole number ,Date hole was prepared_
Depth of hole bottom 18 inches,Diameter of-hole 6 incties
Soil data from test hole:
Depth, inches Soil texture
0 — 18" Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling, 10-10-8 9 IAM of(ln tinal water filling 12 inches above hole bottom ---
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
Maximum water depth above hole bottom during test 6 inches ^
Time Percolation '
Time interval,. Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
9 :50 prefill 6
10 :20 10:30 5-1/8 2 .0 10 min
10 : 3'1 I 10:41 4-7/8 2.1 "
10: 42 10 :52 4-7/16 2. 3 "
11 : 06 11: 16 4-1/4 2. 4 "
- I
i
Percolation rate - 2.3 minutes per inch.
' tEIRT.#00627
' PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc . on 10-11-89 starting at 10 : 21 p m
3085 Watertown Rd. ,So. Site 4 10-10-89
Test hole location ,Hole number ,Date hole was prepared
Depth of hole bottom 18 inches,.Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 12" Topsoil very dark gray loam
12" - 16" Dark gray loam
16V! - 18H D ark gray clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches "
10-10-89 11. OQaM 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6 w
Maximum water depth above hole bottom during test inches ,
Time Percolation '
Time interval, Measurement, Drop in water rate, Remarks
minutes, inches level,inches minutes per
inch
9 : 50 prefil,l 6
10 : 21 10:36 4-7/16 3 .4 15 min
10 : 42 10 :57 " 4-7/16 3 .4 It
of
11 :00 11:15 4-3/8 3 . 4 of "
11 : 19 i 11:34 4-3/8 3 .4 "
T
a
Percolation rate = 3.4 minutes per inch.
`CELT•. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—p Tpgi-A ng, Tnr_ on 1 0-1 1 —89 startingat 10 - 22
Test hole location 0 8 5 Watertown Rd. ,So.SitRole number 5 ,Date hole was prepared 10-10-89
Depth of hole bottom 18 inches,Diameter of hole 6 Inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark gray loam
12" — 18" Dark gray clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
10-10-89 11 : OOam 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 '
Time interval,' Measurement, Drop in water rate, Remarks
minutes ; inches level,inches minutes per
inch
9 : 50 refill 6
10 : 22 10 :32 4-9/16 2. 2 10 min
10 : 36 10 : 46 4-7/16 2. 3 "
10 : 47 10 :57 4-5/16 2. 3 "
11: 09 11:19 ( 4-5/16 2. 3 "
Percolation rate = 2 .3 minutes per inch.
�(�Eg .#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing , INe. on 10-11-89 starting at 10 : 23 p.m,
(mala
Test hole:ocatio 0 8 5 Watertown Rd. ,So.S't,Role number 6 ,Date hole was prepared 10-10-89
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 18" Topsoil dark gray loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
10-10-89 11:OOam 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 '
Time interval, Measurement, Drop in water rate, Remarks
minutes ( inches level, inches minutes per
inch
9 : 50 prefill 6
10 : 23 10 :33 11 6 1. 7 10 min
10 : 34 10 :44 5-13/16 1. 7 If "
10 : 45 10 :55 5-7/16 1. 8 "
11: 10 ( 11: 20 5-3/16 1.9 "
I
Percolation rate = 1. 8 minutes per inch.
F
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE i p SCHEDULED 10 l
PERMIT NO. COMPLETED
ADDRESS 06S W
OWNER CONTR. 00e``2
TELEPHONE NO.
DESCRIPTION 3
01 FOOTING 11 MECHANICAL I 18 EXCAV/GRADING/FILLING
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNEWFIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO--SITE 27 SEPTI;MAINT. 21 COMPLAINT
W07 DEMO--FINAL 1&SEP=INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION R AL
2 OWNER/CONTRACTOR To MEET YES_NO
a COMMENTS:
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Call for the next inspection 24 hours in advance.473-7357
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE i SCHEDULED
PERMIT NO. �I COMPLETED '
ADDRESS
OWNER CONTR. :
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADINGA=ILUNG
H 02 FRAMING 13 MECHANICAL FINAL 18 LAKESHORE/WETL ANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
� 07 DEMO-SITE 27 � 21 COMPLAINTAQ 07 DEMO—FINAL 15 SEPTIC IN 22 FOLLOW-UP
= 08 PLUMBING RI 23 SEPTI:FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 38 FOUNDATION REMOVAL
owNERtcoNTRAcToR To YOU:—/ NO
y COMMENTS:
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W WORK SATISFACTORY:PROCEED 11 PROJECT COMPLETE
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V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC SI p SCHEDULED
PERMIT NO. COMPLETED ;ZY34
ADDRESS 501RZ� W,
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLINO
ti 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETL ANDS
C 03 INSULATION 24125 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
v 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO—FINAL 1INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 FINAL 35 HARD COVER REMOVAL
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Z OWNER/CONTRACTOR TO N
y COMMENTS: r
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4141/WO
C]WORK SATISFACTORY:PROCEED a PROJECT COMPLETE
cc
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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D TE TIME
CITY OF ORONO CALLED IN // S
INSPECTION NOTICE SCHEDULED // /8 9� O
PERMIT NO. 6-510 COMPLETED
ADDRESS 5
OWNER tt CONTR.
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 T L. 22 FOLLOW-UP
09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES NO
COMMENTS:
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W ❑WORK SATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
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OO CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C7 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
11STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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Inspector.
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CITY OF ORONO CALLED IN �4,m
INSPECTION NO CE SCHEDULED
PERMIT N0. CO PLETED 4
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI TIC FI 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YESNO
Z
y COMMENTS:
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2
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W ❑WORK SATISFACTORY:PROCEED /ROJECT COMPLETE
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W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
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