HomeMy WebLinkAbout2017-00340 - septic t
� CITY OF ORONO * Z 0 1 7 — 0 0 3 4 0 *
2750 KELLEY PARKWAY DATE ISSUED: 06/OU2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 725 LAKEV[EW PKWY
PIIV : 06-117-23-34-0008
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 20 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIV[TY : SEPTIC(MOLTND)
NOTE: 3 PRECAST CONCRETE TANKS
2250 COMBO- 1300 LIFT
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
HAYES&SONS EXC. INC. TOTAL 400.00
Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE, MN 55303-
(763)479-1762
Minnesota State License#: sept-L640
OWNER
RUSIN, GRANT&AMANDA
15508 60TH AVE N
PLYMOUTH, MN 55446-
AGREEMENT AND 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 does
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 I AO days of the date of issuance,or if construction is
suspended for a period of 180 days at any time afrer 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
at an ' e or d e cause.
a
�-� -/ �� �o, � ,/
Ap nt Permitee Sig ature Date Issued ign e Date
�� City of Orono FOR CITY USE ONLY
� P P.O.Box 66 f.�
2750 Kelley Parkway Date Received: l ' ��� �
Crystal Bay,MN 55323
Z� �: Phone:(952)249-4600 Permit# �7` �
�'�krsno0.� Fax: (952)249-4616 0 . Approved By:
■ /�
n , �v- ��\ \� Amount$:
W/'�/
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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: � C_ � �. � � +�/>�� c:w ,
Owner: _ `_� �_��-,.��;�^,, �-.�.��.�,,� Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
pp nformation: �
Contractor/A licant I� _ µ^� �.-.. '
.
Contractor/App: i�} �.� � 5 �� �� 5 Contact Person: �
Address: '�--�� �2 '=� �f � �c.' State License #: _ L � `1� �
City: �'1 � •1-F �� Zip: 5"���3� '� Expiration Date: 2.C�/ �
Phone: �� U � �� �'� �� - � ?�� "��--�� Alternate Phone: �-��_ �;. �� � � 5���
•� TYPES OF OCCUPANCY
�'Q Residential ❑ Commercial ❑ Other
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
Tanks:
�1 Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
�Number of Tanks: '�
Size of Tanks: Z�L `>'v � c'�''1�v � � u.� ( ��
Type of Activity:
❑ Trenches A�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
, r
PERMIT TYPE AND FEES
� � . ,
New or Replacement System $400.00 �f C��
Repair Existing System 100.00
(Tanks or Drainfield)
r--
�r G�V
Total �
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, true an orre t.
f A licant - � �� Date: `�" � - ' 7
Signature • Nr , �
MPCA License No.: �-- � y �'
Staff Review� pt Denied
Reviewer: Date: `
Reason for Denial:
Comments (to be printed on inspection card):
GENERAL�NSTRU� , .
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
, ' "
� lD1C�� ��,� �
/--zz5o s����� � 3�° ��`-�
3� b �� Jose h Olson D.B.A
p •
�(�� `T1�� Rusty Ulson's--Soil and Percolation Testing
Joseph J. Olson--1�1PCA License #810
11-181 Ri�er�ie�� Rcl. \E, Hano�er, '�t'� S53�t1
(763) �98-8779 Fax (763) �98-8290
Januarv y. ?017 TN1S SYSTEM 1S DESIGNfD FOR
swanson Home, �BEDROOMS. ANY INCREASE IN NUMBER
?�� �a�;e4-ie�� Par�.wa� OF BEDROOMS 1NVAl10ATES THIS DESIGN.
Orono. Hennepin Counn�
This on-site Se�va�_e Treatment S�stem is desi�ned for a Type 1, tive-bedroom home in accordance w ith
the Minnesota Pollution Control A�,encti Chapter 7U80 and local ordinances.
The periodicafh saturated soils�+ere located at 16-?�t inches(mottled soilj. Due to the periodicall�
saturated soils,a pres,urized mound system i�ith 6 inch�s of rock will need to be installed to treat the septic
eftluent. The bottom of the treatment area must be lacated at least�' abo�e the saturated soils. This s�stem
is designed ��ith 6 inches of rock. �
The,oils at a depth ot 12"have a percolation rate a��era,in�_8.-� MPI.
All tanks need to be insulated if there is less than t��o feet ot cover�ver the top ofthe tanks. Clean outs
must be installed on the end of the laterals tor maintenance.
Use 7 3� inch perforations on the laterals.
A 1300;,aallon pumpin�chamber will need tc�be installed to lift the eftluent to the treatn�ent arza. The
poµer suppl� and S��itches must be located outside the manhole and pumpin�„chamber in a.reatherproof
enclosure. .A ��arnin<�de�ice must be installed�;ith light and sound de�ices;thi; is in case of a pwnp
taiiur�. �hc manifald and suppl� line must have back drainaae to the�umpin�chamber.
Keen all hea�� eauinment off of the pronosed treatment areas brfare durin4 and after construction
The area around both site� must_be fenced off h� the contractor before an� con�truction be�ins
41 ith proper in.tallation and maintenanr�, tllis s�stem 5hould ha�4 no problem in treatin�;.eptic effluent
effectively�.tiothin�,other than gr�y �iater. (laundn�. sh���zrs. etc,)Human���3zer and toil�t tissue should be
disposed of int�the septic tanks.Garbage disposals are not recommended. Additives must not be us�d the�
may cause harmful dama�,e to your septic s�stem. It is recommended that �ou pump the septic tanks e�er�
t�vo ti ears.
Sincerelv.
,,.a .
_
, ..__.__.__ -.-- CITY OF ORONO 3 � G ��' P
'.._� ,loseph J Olson SEPTIC PE IT PLAN W -Z ��,� ��' ,.
INSPECT R 1 �
DATE r PERMCT NO.�/7—9� �� �`�� �
� A PRO LD AS SCI3M[TTED � ��
APPROVt:D 14'ITH CORRFCTIONS AS iQOTED
Q NOT APPROVF:D-CORRF.CT&RF.SliB1�1IT
Thcsc commcnts nrc�i�r your infiirmation. All work shall be done
in fl�ll compliance with ull upplicuble septie and zoning evdo.
Rcquiremcnts including items not specificully noted in this review.
Kf BP;�}i1S PLAN SF:'f ON 51TE AT ALL TfMGS
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2011 purplecode Mound Design
www SepticResource com (vers 15 2j
Property Owner: Swanson Homes Date: 1,'9,'2017
Site Address: 725 Lakeview Parkway PID: 061 t72334Q008
Comments:
instructions: � =enter data � = adjust if desired � = computer calculated - DO NOT CHANGE!
��bedroom Type �� Residentiat System
_� 750 GPD design ftow
Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks
�� 2250 Gat Septic tank �code minimum) 2250 Gat Septic tank (design size J LUG req'd)
Tank options: none
1•2 GPD/ft�mound sand toading rate contour toading rate of 12 req's a min 62.5 ft. long rockbed
��; 10.0 ft rockbed width 63.0 ft rockbed tength
,� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both�
end feed manifold connection
�- ��laterals 61.0 feet lang 21.0 perfs J lateral 63 perfs total
(1!2 a perf means the first perf starts at the middle feed manifold)
u 7/32 inch perfs at �feet residual head gives 0.56 gpm ftow rake per perforation
for ihis perf size &spacing, ft pipe size on tine 12, max perfs/tateral = 30 , line #8 must be less --> px
�+�� 4.0 doses per day ( 4 minimuml
i i� 188 gallons per dose jtreatment votumei
2.OQ 5x
i�; 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement
2.00 3x
i;, 142 feet of 2.0 inch supply line leads to 24 gallons of drainback votume
iTip: "top feed" manifold [o controt the drainback�
��� 212 gatlons TOTAL pump out volume (treatment * drainback�
�� 15 feet vertical lift from pump to mound taterats, leads to a:
��� 36 GPM� 26 feet of head, Pump requirement �note: >50gpm may require an extra 3-6'of head)
i" 750 gat Dose tank (code minimum) 1300 gat Dose tank (design size / LUG req'd► at 24.49 gpi
leads to a
�: 8.7 inch swing on Demand float, or timed dosing of 5.9 min ON (confirm pump rate with drawdown
(this detivers Average flow, =70�of Peak design ftow►�hrs OFF test and adjust as necessary)
i�� 12 inches from bottom of tank to"Pump OFF"ftoat
=��; 21 inches from bottom of tank to "Pump ON"float, or 12 inches to"Timer ON"ftoat if time dosed
'i 24 inches from bottom of tank to"Hi Level"float, or 34 inches to"Hi �evel"ftoat if time dosed
__ 712 gallons reserve capacity (after High Level Alarm is activatedi
- �•� gpd/ft` Absorption area Soil Loading Rate, which gives a mound ratio af 2 (minimum�
(this must match the soit boring log) desired mound ratio 2.0
'�- C�percent site stope j0-20� range) ��� downstope site slope, if different than upstope)
_ � 16 inches, or t.3 ft. to Redox or other limiting condition lneed at least 12"to be a Type I)
Treaiment zone contains�inches of 0% soit credit, and �inches of 50`,G soil credit. Giving a:
,�>> 20 inch, or 1.7 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!!
_'. 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:l
'4� 0.0 ft. upstope and sidestope
10.0 ft. Downstope
Individual slope ratios give BERM widths (topsoil beyond rockbed) of:
.U� 4:i upslope ratio 11 ft. upslope berm
�� :� 3:1 sidestape 13 ft. sideslope berms
�;� 3:1 downslope 22 ft. downslope berm
_ Overatl Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed
43 ft. wide by 89 ft. long Mound footprint
4" inspection pipe
18" cover on top
U stope berm �� Downslo e berm zz
12" cover on sides
-' (�6"'b�am`y cap&6"t�psoil)
�.� Cteari sand lift
t:"t'�'�.�7 tO ��ITalt�
_ .._
1.3 �'
� __ _ ..
,. . -
. : ,. . __
Absor tion Width 20.0 _ _.
Nvte:
_.
For 0 to 1� stopes, ,4bso�ption Width is measured from the BPdequally in both directions.
For slopes >1�, Absorption Wjdth is measured downhilt from the upslope ed�e of the Bed.
Rock Bed:
10A ft. by 63.0 ft. by C�inches under pipe, plus 204c gives 21 yd'or't.4= 2g ton
Mound Sand: �note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
32.3 up + 73.0 downslope + 13.4 ends t 48.2 under rock = 200 yd'or"1.4= 2g0 ton
plus 20�
Loamy Cap:
39 ft. by 85 ft. 6"deep, plus 20%gives 74 yd'or"1.4= 104 ton
>t�r TopsoiL•
43 ft. by 89 ft. 6"deep, plus 20a gives gb yd'or`1.4= 120 ton
i hereby certify that i have completed this work in accordance with att applicabte ordinances. rutes and taws.
,>
.,.�.-�—_.__.._
�-""t Rusty olson's Soil& Perc 810 1/9/2p17
�..- esigner Signature Company License# Date
Instalter Summary
2250 galion Septic tank (minimum) Tank options: none
�vro iaiger �anK wiin rnuuipie c.or��Ni�e�iKS
1300 galton Dose tank (minimum) at 24.49 gpi
36 GPM @ 26 ft. of head, Pump required
8.7 inch swing on Demand float which translates to roughly 5.4 inches of float tether tength
if time dosing is required --> 5.9 minutes ON time� �hours OFF time
21 inches from bottom of tank ta"pump ON"float, or 12 inches Lo"timer ON"ftoat
24 inches from bottom of tank to"Hi Level Atarm"or 34 inches to"Hi level atarm" if time dosed
142 ft. of 2.0 inch supply line with end feed manifold connection
(Tip: "top feed"manifold to controt drainback)
20 inch, or 1.7 ft. Sand tift Mound
10.0 ft. wide by 63.0 ft. tong Rock bed
3 taterals 2.00 inch diameter 61.0 ft. long 3.0 ft. laterat spacing
7/32 inch perfs 3.0 ft. perforation spacing
No Efftuent fitter 8 alarm
3 clean out & valve box assemblies
20.0 ft.Totat sand ABSORPTION width (minimum)
0.0 ft. upstope and sideslope (sand beyond rockbed, minimum)
10.0 ft. Downslope �s3nd beyand rockbed, mmimun�!
Specific slope ratios give BERM widths Itopsoil beyond r�ckbed)of:
4:1 upslope ratio 11 ft. upstope berm
3:1 sideslope 13 ft. sidestope berms
3:t downslope 22 ft. downslope berm
4" inspection pipe
18" caver on top
U s(o e berm �� Downslo berm �2
-12"' cover on sides
(6"laamy cap&6"topso�lj
1.7 Clean sand tift
_ _ _. _ 1.3 °';:r''� ' : =�, r3ri�tk;
_.. , _ _: _ ._
AbSor tion Width Zo.o
Note:
For 0 to 1�b stopes, .46sorption Width is measured from the Bedequalty in both direction5.
For stopes >1�, Absorption Wrdth is rneasured downhill from the upstope ed�e af the Bed.
Rock Bed: 21.0 yd3 or`1.4= 29 ton 6 inches under pipe
Mound Sand: 200 yd�or"1.4= 280 ton calculation based on 3:1/4:t slope from top of rockbe,
Loamy Cap: 74 yd'or'1.4= t04 ton b"deep
Topsoit: g6 yd3 or'1.4= 120 ton 6"deep
iNSPECTOR CHECKL.IST - mound
/t5 LaKeview Narkway
� WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min)
50'to everything 10�'to dispersal area with shaltow well
PROPF.RTY LItiF:S setback: 10'to everything
Road setback: platted: 10'prop tine. Metes fr baunds:out of road easement, or outer ditch.
LAhE BI,[:f�I setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wettand_.
Building srtbacks: 10'for everything, 20'for dispersal area.
�t"Al ER l.l'�F.under pressure se 10'to bed,tank Es sewer line. tetse sewer tine > 12"below)
� Sewer line & baffle connettion (no 40's, 3'between 45's, slope min t" in 8', max 2"in 8')
(no depth req's, ctean out every 100', Sch 40 pipe)
� Septic tank and risers {water tight, insulated, proper depth, existing verified by pumping)
mfg 2250 gatlons none
Riser over outtet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles.
No effluent filter&atarm
Dose tank risers and piping (water tight, insutated, proper depth, drainback)
mfg 1300 galtons
� dose pump 36 gpm 26 head VERIFY PUMP CURVE 5.9 min ON 9 hr OFF
� ftoat setting drop 8.7 inches at 24.5 gpi "Df51GNED" 5.4 inches approx float tether length
212.0 gai dose divided by gpi "INSTALLED"= inches float drop (fietd corrected
LABEI pump requirements and drawdown on riser or panet
Cam lock reachabte from grade - 30" max. J-hook weep hole. Suppty tine access (no hard 90's)
2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+.
sptice box / controt panet / electricat connections
flow measurement: CT, ETM, time dosed, home water meter
mound absorptio�area rough up
mound rock dimensions 10.0 X 63.0
Sand lift depth 20 inches. (Jar test : 2"sand teaves � 1/8"silt after 30 min)
� Absorption Sand beyond rock 0.0 upstope 10.0 downslo�
� Bermed topsoil beyond rockbed 11 upstope 13 sidestope 22 downstope
cover depth of 12-18"+ VERIFY
3 laterals (1-2'from edge of rock�
2.00 inch pipe size (Sch40 pipe& fittings)
3.0 ft lateral spacing
8 7/32 inch perforations
3.0 ft perforation spacing
Air inlet at end of laterals, and at top feed manifotd if necessary. VERIFY
clean 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
welt abandonment fo�m - if necessary
System Elevations
1 � }vV'r1Ju}�V:�Wr�t�4.a
`�`��`bA�I�J'1Iw:4•L. �. . �•
_____ benchmark • r
-- -_.---___ _
- - - ' St-t WT
Mound r
(Grade elevations are existing. If a loamy cap
different final grade is desired it should laterai
be shown and described here.)
bottom rack
grade (at up.to�m rack bed�
SHi"YT �a(Up�It)pP FU(I(IIPtI�
1 1 ,! ,�
- V
� � r � I i I
r 1
Sewer pipe
r � r
exiting house Septic Tank Septic Tank ��r a�4�it�,,n�e) Pump Tank
Grade �rade Grade Grade
Pipe mlet inlet inlet
Tank bottom Tank bottom Tank battom
�oqs of Soil Borinqs
License#810
Locatian or Project: Lot20, blk 1
Borings made by: Rusry Olson's Sail and Perc tesiing 6/1/2014
Ciassification System: AASHO ; USDS USDS-SCS X ; Unified ; Other
Auger used (check two): Hand_Xi, ar Power�, Flight, Bucket or Probe_X�
Boring Number_1_Surface elevation_957.7 Mottled Soil at_2.0_feet
0"-8" aark brown loam 10yr3/Z H2Q present at_X_
8"-24" Brown loam i Oyr4/4
24"-30'" Rusty brown loam 10yr5J4
Boring Number_2r Surtace elevation_957.� Mottled Soil at 1.5 feet
0"-8" Dark trrown loam 10yr3/2 H20 present at`X
8"-18" Brawn loam 10yr414
18"-24" Rusty brown Ioam 10yr5l4
Boring Number_3_Surtace elevation�956.4 Mottled Soil at 1.7 feet
0"-8" �ark brown loam 10yr3/2 H20 present at_X_
8"-12" Brown loam 10yr414
12"-20" Srown laam 10yr5/4
20"-26" Rusty brawn laam 10yr5/4
Baric�g Number 4_Surface elevation_956.4 Mottled Soil at 1 8 feet
0"-12" Dar1c brown loam i Oyr3/2 HZQ present at_X_
12"-22" Brown loam 10yr4/4
22"-28" Rusty brown loam 10yr514
Boring Number_5_Surface eleva#ior�_957.5 Mattled Soi! at 1.3 feet
0"-8" Dark brawn loam 10yr3/2 H20 present at_X�
8"-16" Brown loam 10yr5/4
16"-24" Rusty brown loam 10yr514
Boring Numbe�6_Surface elevation_955.0 Mattled Soil at 1.8 feet
0"-12" Dark brown iaam 10yr3/2 H20 present at_X,
12"-22" Brown loam 10yr4/4
22"'-28" Rusty brown loam 10yr5/4
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Percolation Test Data Sheet
Lic.#810
Percoiating test readings made by: Rusty Olson's Perc. starting at 1:26 P,M. On 7/06/14
Lacation: Lot 20, Bik 1
Hole number: 1
�ate hole was prepared 7105i14
Depth of hole bo#tom_12"_inches, Diarneter of hale_6",,,inches.
Soil data from test hole:
Depth, inches Soil texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam 10y�4J4
Method of scratching side wall: Knife
Depih of gravel in bottom of hole 2 inches:
Qate of initial water fil{ing 7/05/14 depth of initial water�Ifing 12 inches
above hole bottom.
Methad used to maintain at least 12 inches of water depth fn hole for at least 4 hours Auiamatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
1:46 2:01 6" 1.2 12.5
2:08 2:23 6" 1.2 12.5
2:24 2:39 6" 1.2 12.5
AVERAGE PERC. RATE 12.5 MPI
PercAlation Test Da#a Sheet
Lic.#81 Q
Percoiati�g test readings made by: Rusty Oison's Perc. starting at 1:26 P.M. On 7/06/14
Location: Lo#20. Blk 1
Hole number: 2
�ate hole was prepared 7/05/14
Depth of hole bottam,12"�inches, Diameter of ho{e_,6"_inches.
Soii data from test ho1e:
Depth, inches Soil texture
0-�" Qark brown loam 10yr312
8"-12" Brown loam 10yr4J4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Daie of initial water fiNing 7/Q5114 depth of initial water filling 12 inches
above hole bottom
Method used io maintain at least 12 inches of wa#er depth in hole for at ieast 4 hours Automatic Siphon
�llaximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
1:47 2:Q2 6" 1.7 g.8
2:07 2:22 6" 1.7 8.8
2:25 2:40 6" 1.7 8.$
AVERAGE PERC. RA7E 8.8 Mpl
Percolation Test data Sheet
Lic.#$10
Percolating test readings made by: Rusty Olson's Perc. starting at 1:26 P.M. On 7l06/14
Location: Lot 20. Blk 1
Hole number: 3
Date hole was prepared 7/QSl14
Depth of hole bottom,_12"_inches, Diameier of hole�8",�inches.
Soil data from test hoie:
Depth, inches Soi!texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initia!water filling 7t05114 depth of initial water filling 12 inches
above hole botlom.
Method used to maiMain at least 12 inches of water depih in hote for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Qrop in H20 Perc Rate
1:48 2:03 6" 1.7 g.8
2:06 2:21 6" 1.7 g.g
2:26 2:49 6" 1.7 $.8
AVERAGE PERC. RATE 8.8 Mpl
1
� � . , � .
Percolation Test Data Shest
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 1:26 P.M. On 7/�/14
Location: �ot 20. B!k 1
Hole number: 4
Date hole was prepared 7t05/14
Depth of hoie bottom_12"T inches, Diameter of hole_,6"_inches.
Soil data from test hole:
Qepth, inches Soil teMure
0-10" Daric brown toam 14yr3/2
�Q"-12" Brown loam 10yr4l4
tvlethod of scratching side wall: Knife
Depth of gravel in bo#tom of hole 2 inches:
Date of initial water filling 7/05/14 depth of initial water fiHing 12 inches
abave hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Rutomatic Siphon
Maximum water depth above hole tfottom during tes#s 6 inches
Time Time Depth Drop in H20 Perc Rate
1:49 2:04 6" 4.2 3.5
2:05 2:20 6" 4.1 3.6
2:27 2:42 6" 4.1 3.6
AVERAGE PERC. RATE 3.8 MPI
DATE T1ME
CI'TY OF ORONO CALLED IN
INSPECTION NOTICE /� SCHEDULED ��"
PERMR NO. ��7`���v COMPLETEI� JI/L=LLLL ��r T —
/ � � . �
ADDRESS 7�S ��!'if�7 e�/ ��Y�rvQ Y
OWNER TELEPHONE NO.
COI�RACTOR
�'' DESCRIPTION
❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑ FOUNDATION/REMOVAI
� ❑ DEMO-SITE EPTIC INSTALL
� OWNERICOI�fTRACT'OR TO MEET _YE8_NO
� COMMENTS:
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4�j ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE
� ❑CORRECT YMOAK R PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY
V BEFORE CONERIN(3 PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN H��• ❑prypTO TAKEN
INSPECTOR WlLL RETURN
❑GTATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQIIIRED.CALL TO ARRANGE ACCESS.
cen ro�u,��Xt i�e�t�«, rs�n sdvanoe. (952) 249-4600
ownerlcontra sne:
Inspector: 'e
CopyAnspscto�'s FlN C�nary Copyl8lb Notia
� � � ✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED �� J�__��
PERMIT NO. �!� � �� COMPLET '
ADDRESS U �
OWNER ELE ONE NO.
CONTRACTOR �
� DESCRIPTION ��%�--�`-� � ��'��
t~11 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ 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
_
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
? O'WNERlCOf�ITRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
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W K SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE
� ❑ RECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERIN(3 PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN
INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Cafl for the next inspectfon 24 hours in advance. (g52) 249-4600
OwnerlContra n site:
Inspector:
Whfts CopyAnapecto�'s Fil� Canary CopylSit�Notks