HomeMy WebLinkAbout2017-00299 (Septic) �
,
� � , CITY OF ORONO * Z 0 1 7 - 0 0 2 9 9 *
r 2750 KELLEY PARKWAY DATE ISSUED: 04/25/2017
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 4705 AUGUSTA ST
PIN : 06-117-23-32-0006
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 3 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOLTND)
NOTE: PRECAST CONCRETE MOUND SYSTEM
2250 SPLIT
1300 LIFT
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
HAYES&SONS EXC.INC. Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE,MN 55303-
(763)479-1762
Minnesota State License#:sept-L640
OW1�1ER
Norton Homes LLC
4705 AUGUSTA ST
MOUND,MN 55364-
AGREEMENT AIVD SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and dces
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause
-Z -( -e � �� �
Applicant Permitee i ature Date Issue By ' nature Date
City of Orono ��y����p FOR CITY USE ONLY
�ONO P P.O.Box 66
2750 Kelley Parkway Date Received: — G — ��
a , Crystal Bay,MN 55323 MAR 3 0 2017
y� 4: Phone:(952)249-4600 Permit# �l�—�� �.�/
��krs�ioa� Fax: (952)249-4616 Approved By:
�►'ITY OF ORONO Amount$:
CITY OF ORONO – SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
Site Address: � �U � �/ v t, L�;j��-e, ��� ,
Owner: /'�,'oy���,-,-, �; ;�v�,�S Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
�ontractor/Applican#7nformation:
Contractor/App: �-�i��,2� ^`�'��� Contact Person: 'Z'
Address: Z-C;� 3 �� S f �� State License #: � ZO `�
City: ���,�-�vt�c�-e Zip: �-�'� Expiration Date: 7 � (
Phone: 7 � �����– ��C �� Alternate Phone: ��� ��.�� I�
TYPES OF OCCUPANCY
�
[�Residential ❑ Commercial ❑ Other
/
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
Tanks:
�Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks:
Size of Tanks: � Z 5 C� s,o�i � — / �� �) �� '�'��
,
Type of Activity:
❑ Trenches �Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 1
t
PERMIT TYPE AND FEES
`� ' 4
New or Replacement System $400.00 ��� v
Repair Existing System 100.00
(Tanks or Drainfield) �
Total
C�v �"
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete and rre t.
�� Date: � � 1 � l 7
Signature of Applicant ,
MPCA License No.:
Staff Review: � Accept "?❑„ Denied -
:'l
Reviewer: ` / Date: � � '
t
t
Reason for Denial:
Comments (to be printed on inspection card):
GENE�=�NSTRU , S�NS �.. ;�: .��.. ��` �
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.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
��N� ��
� ��
� � � C�ty of Orono Sept�c Asbuilt Fo � �
s �
� �.
`?kf S H OR�
Address: 4705 Augusta Street Building Use: Residence
Installer: Hayes and Sons License# L640 Date: 4/6/2017
Septic Tanks: 1-2250 Pump Tank: 1-1300 Bedrooms# 5
System Type: �X I � II � III �X Mound � Trenches � Pressure Bed � Other
Draw detailed diagram with measurements indicating distances to tank Risers. Use two(2) points from a
permanent structure. Show locations of drop Boxes and length of trenches
A B
1
2
3
4
5
6
7
8
9
10
11
12
, .
Jd �X �i � � — �oc �. ��� �
������ ���� 'fH1S SYSTEM tS DEStGNED FOR
�� Z Z.�l� S e P �'L ,.,�SEORQOMS. ANY INCREASE IN NUMBER
r� ��oc� �v��� ��RQOMS lNYAUOATES TN(S DESIGN,
3� � �°/''1
��� �d� Joseph Olson D.B.A.
Rusty Olson's--Soil and Percolation Testing
.Ioseph .I. Olson--vIPCA License#810
11�181 Ri��er��iew Rd. NE, Hano��er, :�'Iti ��3-�1
(763) -t98-8779 Fax (763) �98-8290
Januarv 2�.?0 I 7
Norton Homes
�370� Aususta Strezt
Orono. Hennepin Count�
This an-site Sewa�,e Treatment System is designed fur a T�pe I, five-bedroom home in accordance with
the ?�1innesata Po(iution C��ntrol A�enc� Chapter 7�8U and local ordinances.
The periodicallp saturated soils��ere located at 1'-18 inches(mottled soil). Due to the periodicall�
saturated soils.a pressurized m�und system with 6 inches of rock will need to be installed to treat th�septic
etlluent. The bottorn of the treatrnent area must be located at least 3' above the saturated soils. This svstem
is designed �rith 6 inches of rock. �
The soils at a depth oY 12"ha�e a percolation rate a��era�ing 8.7'NPt.
A?250-gallon s�ptic tank is designed for this site.AU tanks need ro he insulated if there is less than two
t'eet of cover over the top of the tanks.Clean outs must be installed on the end of the laterals for
maintenance.
Use 7,;? inch perforatians on the laterals.
A Darwin I�OU�allon pumping chamber��ill need to be installed to lift the effluent to the treatment area.
The power supply and s�ti itches must be located outside the manhole and pumping cliamber in a
�reatherproof enclosure. A warnin��de��ice must he installed�}ith liaht and sound devices;this is in case of
a pump failure. A flow measurement device must be installed. [ncludin�but not limited to a�vater meter.
event counter,runnin_time clocks or electronicallti controlled dusin�. �
Kee�all hea�� equi�ment otf of the aroposed treattnent areac before durinQ and after construction
The area around hoth sites must be fenced off b� the contractor before an� construction be ins
�'ith proper installation and tnaintenance, this s�atem ;hould ha�c nu problem in treatin_ se�tic efflueni
et7ecti�el}. Nothing other than��ra} water.(laundr�. shn�+zrs,etc.) Human +�ater and toilet tissue should be
disposed of into the septic tanks.Garbage disposals are not recommend�d. Additives must not b'e used the��
may cause harmful damage to your septic s��stem. It is recommended that you pwnp the septic tanks every
t�+�o years.
�
Sincerel`.
�
CITY OF ORONO
Joseph J.Olson T SF,PTIC PE IT pL �EW
�;���.____._._,_.___._ I�,SPECT R
DATE � ! PERMIT NO.
�nrr�rio��ro ns s�,13�1ITTGD "—'""""' •
� APPttoVfD 14'ITH C't�ftltF:CTIOKS AS NOTF,D
t�0"r AI'PROVF.O-CUKkECT&RESliB�tIT
Thc�c rommcnts arc ti�r your infurmation. AU work shull bc dpt1�
in full c;omptiuncc�vith ull upplic:iblc scptic und zoning ccnic.
Rrquircmrnts including itcros r�ot specifically notcd in Ihia p;vietlr.
� Kf:Lh TFlIS PLAK 5C:T Uh SI'fG AT'ALL TI.�IES
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,
2011purplecode Mound Design
www SepticResource com (vers 15 2)
Property Owner: Norton Homes Date: 1/23/2017
Site Address: 4705 Augusta Street PID: 0611723320006
Comments:
instructions: � = enter data �� = adjust if desired � = computer calculated - DO NOT CHANGE!
�� �5 bedroom Type C� Residentiat System
. 750 GPD design flow
Yes Garbage disposat or pumped to septic SQ% targer tank with multipte comp/tanks
a 2250 Gat Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd)
Tank options: none
-, 1•2 GPD/ftZ mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. tong rockbed
�.� 10.0 ft rockbed width 62.5 ft rockbed length
�� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both�
end feed manifold connection
�� �laterals 60.5 feet long 21.0 perfs / lateral 63 perfs totat
11/2 a perf ineans the first perf starts at the middle feed manifold)
��, 7/32 inch perfs at �1 feet residual head gives 0.56 gpm flow rate per perforation
for this perf size tx spacing, t� pipe size on tine 12, max perfs/taterat = 30 . tine #8 must be less -->
;a, 4.0 doses per day (4 minimumj
i i� 188 gatlons per dose (treatment votume)
2.00 5x
�'� 2.� inch diameter taterals must be used to meet"4x pipe volume"requirement
2.00 3x
�� 38 feet of 2.0 inch suppty tine teads to �gaUons of drainback volume
(Tip: "top feed" manifold to control the drainback�
i-�, 194 gattons TOTAL pump out volume (treatment + drainbacki
i�� 9 feet vertical lift from pump to mound laterals, teads to a:
ir„ 36 GPM� 16 feet of head, Pump requirement �note: >50gpm may require an extra 3-6'of head)
i,: 750 gal Dose tank (code minimum) 1300 gal Dose tank �design size ! LUG req'd1 at 25.49 gpi
leads to a
;r 7.6 inch swing on Demand float, or timed dosing of 5.4 min ON �confirm pump rate with drawdown
([his delivers Average flow, =70`�,of Peak design flow)�9 hrs OFF test and adjust as necessary)
���, 12 inches from bottom of tank to"Pump OFF"ftoat
�� � 20 inches from bottom of tank to"Pump ON"ftoat, or 12 inches to'Timer ON"float if time dosed
=i� 23 inches from bottom of tank to"Hi Level'"ftoat, or 33 inches to"Hi LeveC'float if time dosed
__, 714 gattons reserve capacity (after High level Atarm is activatedi
:�� 0.60 gpd/ft` Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum)
(this must match the soil boring log) desired mound ratio 2.0
,i, 11 percent site slope (0-20%range) 11 (�downslope site slope, if different than upslope!
^�, 18 inches, or 1.5 ft. to Redox or other iimiting condition �need at least 12" to be a Type i)
Treatment zone contains�inches of 0%soil credit, and �inches of 50�soit credit. Giving a:
_ . 18 inch, or 1.S ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!!
_,, 20.4 ft.Totat ABSORPTION width (with sand beyond rockbed as follows:l
,�� 0.0 ft. upslope and sideslope
t0.0 ft. Downslope
Individuat slope ratios give BERM widths (topsoit beyond rockbed{af;
:��� 4:1 upslope ratio 10 ft. upslope berm
;��� 3:1 sideslope 14 ft. sideslope berms
;�� 3:1 downslope 27 ft. downslope berm
>_� Overalt Dimensions: 10.0 ft. wide by 62.5 ft. long Rock bed
47 ft. wide by 91 ft. long Mound footprint
4'" inspection pipe
1$" cover an top
U sio e berm �� Downsto e berm 27
12" cover on sides
iti"loamy cap&fi"topsoilj
� 5 Ctean sand iift
1.5 E��r�Lt� �t_r� . +,,�i i� ,,,
Absor tion Widih Zo.a
Note:
For 0 ta i96 slopes, Abso�ption width is measured from the Bedequatty in both directions.
For slopes >1�, Abso�ption Width is measured downhitt from the upslope ed�e of the Bed.
Rock Bed:
10A ft. by 62.5 ft. by �inches under pipe, ptus 20�,gives 21 yd'or"1.4= 29 ton
�-�� Mound Sand: (note: votume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
26.5 up + 90.9 downstope + 14.4 ends + 47.5 under rock = 215 yd'or'1.4= 301 ton
plus 20�
?�� Loamy Cap:
43 ft. by 87 ft. 6"deep. ptus 20%gives g3 yd'or �1.4= 116 ton
� TopsoiL•
47 ft. by 91 ft. 6" deep, plus 20`�gives g5 yd'or`1.4= 133 ton
i hereby certify that I have compteted this work in accordance with alt applicabte ordinances, rutes and laws.
,""`,,.,_
�t Rusty otson s Soit Ec Perc 810 1/23/2017
�D�esigner Signature Company License# Date
Installer Summary
2250 galton Septic tank (minimum� Tank options: none
�ux, �arger tanK wi�n rnuwpie co�n�i�anrc�
1300 gallon Dose tank (minimum) at 25.49 gpi
36 GPM C� 16 ft. of head, Pump required
7.6 inch swing on Demand float which transtates to roughly 4.8 inches of float tether length
if time dosing is required --> 5.4 minutes ON time£� �hours OFF time
20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float
23 inches from bottom of tank to"Ni Level Alarm"or 33 inches to"Hi level alarm" if time dosed
38 ft. of 2.0 inch supply line with end feed manifold connection
(Tip: "top feed" manifold to control drainback)
18 inch, or 1.5 ft. Sand Lift Mound
10.0 ft. wide by 62.5 ft. tong Rotk bed
3 laterals 2,00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing
7/32 inch perfs 3.0 ft. perforation spacing
No Effluent fitter Et alarm
3 clean out Et valve box assemblies
20.0 ft.Total sand ABSORPTION width (minimum�
0.0 ft. upslope and sideslope (sand beyond rockbed, minimum)
10.0 ft. Downslope +sand beyond raek}�ecf, sninir��,m.;
Specific stope ratios give BERM widths (topsoil beyond rockbed)of:
4:1 upstope ratio 10 ft. upstope berm
3:1 sideslope 14 ft. sideslope berms
3:1 downslope 27 ft. downstope berm
4" inspection pipe
18" cover on top
U slo berm �� Dov�mslo e berm 27
12" cover on sides
(Ci"loarny cap&6"topsoil}
1.5 Cl�an sar�d !if�
1.5 �:�,:.'�� '; ;_
s...
; Absor tion.Width 20.0_
No[e:
_._.�._.....
For 0 ta 1%sEopes, Absorption Widlh is measured fron� the Bedequatly in both directions.
Far slopes ?1�, .4bsorptron Width is measured downhitt from the upslope edge of the Bed.
Rock Bed: 21.0 yd'or`1.4= Z9 ton 6 inches under pipe
Mound Sand: 215 yd3 or'1.4= 301 tan calculation based on 3:1/4:1 slope from top of rockbe�
Loamy Cap: 83 yd3 or`1.4= 116 ton 6"deep
Topsoil: 95 yd'ar'1.4= 133 ton 6"deep
INSPECTOR CHECKLIST - mound
4�u5 Augusta Screet
� v�I:LL secbacks: 20'to pressure tested sewer tine (5 psi for 15 min)
5d'to everything 100'to dispersai area with shaUow well
PROPERTY L[�F,S secback: 10'to everything
Road setback: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch.
L.AkG-BLL'FF s�cback: 20'for bluff. Lakes: GD_, RD_,, NE_. Protected wetland_.
Building setbacks: 10'for everything, 20'for dispersat area.
�'ATE.R LINE:unJer pressure sc 10'to bed,tank&sewer tine. (etse sewer tine > 12"below)
� Sewer tine& baffte connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8')
(no depth req's, clean out every 10Q', Sch 40 pipe)
� Septic tank and risers (water tight, insutated, prope�depth,existing verified by pumping)
mfg 2250 gatlans none
Riser over outlet, riser over intet or center, and 6"+inspection pipe over any remaining baffles.
No effluent fitter Ft atarm
Dose tank risers and piping (water tight, insutated, proper depth, drainback)
mfg 1300 gallons
� dose pump 36 gpm 16 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF
� ftoat setting drop 7.6 inches at 25.5 gpi "DESIGI�EQ" 4.8 inches approx f(oat tether length
194.0 gal dose divided by gpi "INSTALLED"= inches float drop(fietd corrected
LABEL pump requirements and drawdown on riser or panel
Cam tock reachabte from grade - 30"max. J-h�k weep hote. Suppty tine atcess (no hard 90's)
2.0 inch supply pipe: Sch40, stoped 1/8"+, supported by 4"sch40 steeve or compacted, and buried 6"+.
splice box / control panet / electricat connectians
ftow measurement: CT, ETM, time dosed, home water meter
mound absorption area rough up
mound rock dimensions 10.0 X 62.5
Sand lift depth 18 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min)
� Absorption Sand beyond rock 0.0 upstope 10.0 downslope
� Bermed topsoil beyond rockbed 10 upstope 14 sidestope 27 downslope
cover depth of 12-18"+ VERIFY
3 taterals (1-2'from edge of rock)
2.00 inch pipe size (Sch40 pipe&fittings)
3.0 ft lateralspacing
8 7/32 inch perforations
3.0 ft perforation spacing
Air inlet at end of laterals, and at top feed manifotd if necessary. YERIFY
dean outs (no hard 90's►
4"inspection pipe to bottom of rock, anchored VERIFY
Abandon existing system - if necessary C�Re-use existing tank certification
monitoring ptan and type
well abandonment form - if necessary
� �r�,ta,�r3�J„+�.,�•Mti �
System Elevations 1
Y�.��,►���.�.. �
____ benchmark _ ,__ 1 _ � ,
- SHWT
Mound r
(Grade elevations are existin�. If a loamy cap
different finai grade is desired it shouid lateral
be shown and described here.�
bottom rock
grade (ai ��F�x�,�,��c��nrd)
SHWT (at up;lo�e rt�c k bed)
� 1 ,l � ;
- +J .r �J� '.,J J � V l. �
� 1I I i (
r �
r r �
Sewer pipe
exiting house Septic Tank Septic Tank ���a�,��iHani�J Pump Tank
Grade Grade Grade Grade
Pipe mlet inlet �nlet
Tank bottom Tank bottom Tank bottom
Loqs of Sait Borinqs
l.icense�4�810
Location ar Project: Lot 3, Bik 1
Borings made by: Rusty Olson's Soii and Perc testing 11/26/2013-6/O1H4
C{ass�cation System: AASHO ; USDS•USDS-SCS X ; Un�ed ; Other
Auger used (check two): Hand,_X_, or Power , Fiight, Bucket or Probe_X_
Boring Number_1_Surface elevation 965.9! Mottied Soii at_1.2_feet
Q"-8" Dark brown loam 10yr3/2 H20 present at_X
8"-14" Brown loam to clay loam 10yr4/d
14"-24" Rusty brown loam 10yr5l3
Boring fVumber_2_Surface elevation 965.8_ Mottled Soil at_1.2_feet
0"-8" Dark brown loam 10yr3/2 H20 present at_X_
8"-14" Brown loam to cfay loam 10yr4/4
14"-24" Rusty brown loam 10yr5/3
Boring Number�3_Surface elevation 970.9_ Mottled Soil at_1.5 feet
0"-18"Dark brown loam 1Qyr312 H20 present at_X_
18"-24"Rusty dark brawn loam 10yr4/3
Boring Number 4_SurFace eievation 970.9_ Mottled Soil at_1.5_feet
0"-18" Dark brown loam 10yr3/2 H20 present at_X_
18"-24" Rusty dark brown loam 10yr4/3
Boring Number 5_Surface elevatiar� 963.9_ Mottled Soil at_1.0 feet
0"-12" Dark brown loam 10y�/2 H20 present at_X�
12"-24"Rusty brown ioam 10yr4/4
Boring Number_6_Surface etevation 988.64 Mottled Soil at 1.So feet
0"-12" Dark brown loam 10yr3/2 H2d present at_X_
12"-18" Brown loam 10yr4/4
18"-24" Rusty brown loam ta Gay loam 10yr5/4
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at i 1:59 A.M. On 7i02/14
�ocation: Lot 3, Bik 1
Hote number: 1
Oate hole was prepared 7/01/14
Dspth of hole bottom_12"_inches, f3iameter of hote_6"_inches.
Soii data from test hole:
Oepth, inches Soit texture
�-6" Dark brown loam 1Qyr3i2
6"-12" Brown taam t0yr4i4
Method of scratching side waii: Knife
Depth of gravel in bottom of hale 2 inches:
Date of initial water filling 7101/14 depth of initial water filting 12 inches
above hole bottom.
Method used to maintain at ieast 12 inches of water depth in hole for at least 4 hou�s Automatic Siphon
Maximum water depth above hole bottom during tests 8 inches
Time Time Depth Drop in H20 Perc Rate
12:09 12:24 6" 1.6 9.4
12:31 12:46 6" 1.6 9.4
12:47 1:02 6" 1.6 9.4
AVERAGE PER+C. RATE 9.4 MPt
Percolation Tesi Oata Sheet
Lic.#810
Percolafing test readings made by: Rusty Olson's Rerc. starting at 11:59 A.M. On 7/02/14
Location: Lot 3, Blk 1
Hole number: 2
Date hole was prepared 7/Q1/14
Depth of hole bottom_i2=,inches, Diameter of hole_6"_inches.
Soit data from test hole:
Ds�th, inches Soil texture
0-6" Dark brown loan� 10yr312
6"-12'° Brown loam 10yr414
Method of scratching side wall: Knife
#�epth of gravel in bottom of hole 2 inches:
Date of initial water filling 7f01f14 depth of initiai water fi#ling 12 inches
above hole botic�m.
Method used ta maintain at teast 12 inches of water depth in hole for at teast 4 hours Automatic Siphon
Maximum water depth above hale bottom during tesis 6 inches
Time Time Depth Drop in H20 Perc Rate
12:9 0 12:25 6" 3.0 5.0
12:30 12:45 6" 3.0 5.0
?2:48 1:03 6" 3.0 5.0
AVERAGE PERC. RAT 5.0 MPI
Percolation Test Data Shest
Lic.#810
Percolating test readings made by: Rusty Oison's Perc. starting at 12:21 A.M. On 11/26l13
Location: Site 5
Hole number: 3
Date hole was prepared: 11l25i13
Depth of hole bottom_12"_inches, Diame#er of hole_6",_inches.
Soil data from test hole:
Depth, inches Soil te�ure
0-12" Dark Brawn�oam 10yr312
Method of scratching side wail: Knife
Qepth of gravei in bottom of hole 2 inches:
Date of initial water fitling 11/25l13 depth of initial water filling 12 inches above the 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 hoie bottom during tests B inches
Time Time Depth Drop in H20 Perc Rate
12:33 12:48 6" 4.5 3.3
12:51 1:06 6" 4.2 3.5
1:11 1:26 6" 4.2 3.5
AVERAGE PERC. RATE 3.4 MPI
. .
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty 41son's Perc. starting at 12:21 A.M. On 11/26/13
Location: Site 5
Hole number: 4
Date hole was prepared: 11i25/13
Depth of hole bottom_12"_inches, Diameter of hole_,8"�inches.
Soii data from tes#hole:
Depth, inches Soii texture
0-12" D�tk Bst�m Lc�m 4Oyr3i3
Method of scratching side wall: Knife
Depth of gravel in battom of hole 2 inches:
Date of initial water filling 11/25/13 depth of initial water fi{ling 12 inches above the hole bottom
Method used to maintain at least 12 inches o#water depth in hole for at least 4 hours Automatic Siphon
Svlaximum water depth a�ve hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
12:34 12:49 6" 4.Q 3.7
12:Sd 1:05 6" 3.8 3.9
1:1 Z 127 6" 3.7 4.0
AVERAG�PERC.RAT 3.9 MPI
� � �,,�- �o�
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CITY OF ORONO CALLED IN �� ;
iNBPECTION NOTIC SCHEDULED
PERMIT NO. �COMPLETED
ADDRESS
pMINER TELEPH E NO.�LZ-
CONTRACTOR Q�
� DEBCRIPTION
��C.
ty ❑ FOOTING ❑ DEMO-FINAL � SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING HI ❑ EXCAVKiRADIN(i/FIWNO
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑WATER HOOK-UP • ❑ FOLLOW-UP
W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL
_
v ❑ DEMO-SITE ❑ SEPTiC INSTALL
� TO YEET�_NO
� COMMENTSc
4
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W
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W
W
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1d11 WORK SATISFACTORY:PROCEED o PRWECT COMPLEiE
� ❑ WOfiK t PROCEED ❑ISSUE CERTIRCATE OF OOCIJR�VrC�
O YYOFU(.CALL WR REINSPECT►ON TBAPORARY
BEFORE OOHERINO PERMtANB�1T
OOORFiECTUN3AFE00N01T10NWITHIN HOUR3. pPHOTOTAKEN
INSPECT�OR 1MLL RETURN
O 8TOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
❑IN8PECTION FiEDU1RED.CI1LL TO ARRAN(iE ACCESS.
c.11 tor tl,.next M�specaon u no�ns�adnano.. (952) 249-4600
s�ce:
�
1AlINM Cop�M�ct�s FlN Camry Co�/81b 41otle�
� G A' �j � �r�
� �.;�"" DATE" � ME
CtTY OF ORONO cnLLED IN �
INSPECTION NOTICE j,,`• t� SCHEDULED �
PERMIT NO. Z C�I 7'�/v��COMPL�TED
ADDRESS � 7�' � � � ��Lf,s-7�CY ��
��'l Z �� -,
01AINER TELEPHO�,E NO. ' �� `���
CONTRACTOR '��-'���� ���
� DESCRIPTION `` �-� 1 �_ � ,1��C�f��1''�
Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINQ
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL Ri ❑ SITE INSPECTION
Q ❑ FRAMINCa ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
Z
� ❑ DEMO-SITE ❑ S PTIC INSTALL
Z 01NNEAlCONITAAGTOR TO MEET ViWJ: YES_NO �( //
� COM ENT� ` � 1 / �
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j
0
� � v
0
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Q
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W
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3
W WORK SATISFACTORY:PFiOCEED O PROJECT COMPLETE
� ❑ RRECT VMORK�PROCEED ❑ISSUE CERTIFICATE OF OC(XIPANCY
❑CORRECT WOFt!(,CALL FOR REINSPECTION TEMPORARY
V BEFORE CWERINO PERMANENT
❑CORRECT UNSAFE CONDITION WffHIN H��• p pH0T0 TAKEN
INSPECTOR WFLL RETURN
�STOP ORDER POSTED.CALL INSPECTOR O GTATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRAN(3E ACCESS.
CaY br the next tnspection 2a hours in advanoe. (952) 249-4800
on site:
1
Inspector.
YVhib CopyAnspsetar's FfN C�mry CopylBib Noda
DATE TIME
CITY OF ORONO CALLED IN /5-
INSPECTION tIOTICE SCHEDULED �-02,"-1 IC S CO
PERMIT NO._ 17-co o9 COMPLETED c
ADDRESS 1170 ' u. S
.77_-
•
OWNER TELEPHONE N ' • _� �t_- - _
CONTRACTOR (_1.,-r`
DESCRIPTION 57c1074(.._ 7 J
W ❑ FOOTING 0 DMO-FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING
Col ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL
❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION
' 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
Z ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
.C.-- OWNER/CONTRACTOR TO MEET YOU:_YES_NO
1.1• COMMENTS:
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CC 4V "' I -, .A71/7 -I l r 1. ,1/_1 /!J_-/ice
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Lu ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
CCW
0 CORRECT WORK&PROCEED ❑ IS UE CERTIFICATE OF OCCUPANCY
CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 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. (952) 249-4600
OwnerlContr�at on site: /-17 ,
Inspector( 'C (
(71---../(-7'
White Copy/Inspector's File Canary Copy/Site Notice
*EtCity of Orono Septic Asbuilt Form
Address 14 j �y c . 4 St Building Use S �
Installer r1,4 1.1.5 .i- Sr 0.5 License# - b Sid Date
Septic Tanks 2..1,5-0 c „1 iao Pump Tank )300
System Type 0 II ❑III -Mound 0 Trenches ❑Pressure Bed 0 Other
Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent
structure. Show location of drop boxes and length of trenches.
�L.
1\,/
V/u (.;
.4
Ui
RECEIVED
-2_61 FEB 222018
i
CITY OF ORONO
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