HomeMy WebLinkAbout2016-01205 - new septic mound CITY OF ORONO * 2 0 1 6 - 0 1 2 0 S *
T • 2750 KELLEY PARKWAY DATE ISSUED: 10/03/2016
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 495 NORTH ARM DR
PIN : 06-117-23-31-0014
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 21 BLOCK 3
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTNITY : SEPTIC(MOLJND)
NOTE: NEW MOUND SYSTEM
PRECAST CONCRETE TANKS
2250 COMBO OR EQUIVALENT
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
OWNER
Norton Homes
NORTON,CHRIS
18215 45TH AVE N
STE D
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 Ciry 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 governing this rype 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 responsib►e 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.
��d�-- � ° f 3 r� � ' �Q � 3 �/,6
Ap icant Permitee Signature Date Issued By ' ature Date
� � City of Orono ��CEfVED FOR C1TY USE ONLY
Q � P P:O.Box 66 G�„�j: 1 1_
2750 Kelley Parkway Date Received: T►�— l 1�
„ Crystal Bay,MN 55323 ��p � 8 2016 Permit# 0 —�
y� �� Phone:(952)249-4600
���'FSNOQ'� Fax: (952)249�616 1, APProved By: � � � .. . . .
���,1' " Amount$: 0
1 cirr oF oRONo
a��
CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
,Q �
Site Address: �Cf � �b✓�` ' r�''� � �
Owner: �v'�'f�zN� ��-c�w�-5 Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
� � ��.
� v�
Contractor/App: �`�'� �S �^`� Contact �erson:
Address: State License #: L �P`� C.7
City: Zip: Expiration Date: 2� ��f
Phone: 7 � ���7�7� T �� `Z Alternate Phone: ��2 ���^�e��
[��2esidential ❑ Commercial ❑ Other
C
Tanks:
recast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks:
Size of Tanks: ZZ�( �e►►..I�o � QY.'"�� ��-fi 1 �v� ( � �—
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
� •
���� :���r• m��;���' �,.��� . a���s: � ,�,- r `:�� �, �
New r Replacement System $400.00 '( ��
Repair Existing System 100.00
(Tanks or Drainfield)
Total $ 1` Qv
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 complet an orrec
Signature of Applicant Date: ���� �� �
MPCA License No.: �- � �C�
Staff Review: � cept Denied
Reviewer: Date: � �
Reason for Denial:
Comments (to be printed on inspection card):
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
1
� t �O1C(g3 r1��be� �SYSTEM IS DESIGNED`fOR
J v �Z5-� 5���G /���e`�� ...,.BEDROOMS. ANY iNCREASE tN NUMBER
OF BEDROOMS tNY�ILLiDATES THIS DESlGN,
3� -- 6 ,�i�
� �-� 7-�� Joseph Qlson D.B.A.
Rusty �Ison's--Soil and Percalation Testing ;
�oseph J. Olson--MPCA License#810 �
11481 Riverview Rd. NE,Hanover, MN S5341
(763) 498-8779 Fax{763} 49$-$290 �
� � ���
August_0,..01 G � �
��� �
Norton Hoines � i
495 Noi�th Arm Drive
Orono,Hennepin Caunty
This on-site Sewage Treatment System is designed for a Type I,five hedraom home in accordance with the
Minnesota Pollution Control Agency Chapter 7080 and local ordinances. ,
The periodically saturated sails were tocated at 14-26 inches(mottled soit). Due to the periodically �
saturated soils,a pressurized mound system with b inches of rock wiN need to 6e instailed to treat the septic
effluent. The bottom ofthe treatment area must be located at least 3' abave the saturated soils.This system
is designed with 6 inches of rock.
The absarption areas of the primary snd future sites do not overlap.
The soits at a depth of I 2"have a percolation rate averaging 8.7 MPt.
A 2250 gallan septic tank is designed for this site.All tanks need to 6e insulated if there is less than two ;
feet of cover over the top of the tanks.Clean outs must be instal{ed on the end of the laterals far�
maintenance. �
,
Use 7�32 inch perforations on the laterals. �
A Darwin (3a0 gallon pumping chamber will need to be instafled to lift the effluent to the treatment area. - '
The power supply and switches must be located outside the tnanhole and pumping chanlber in a �
weatheeproof enclosure.A warning device must be installed with light and sound devices;this is in case of �
a pump failtu•e. A flow measure�ttent device must be installed.Including but not limited to a wacer meter, +
j
zvent counter,running time cloeks or electronically eontrolled dosing. :
Keep aU heavv eauioment off of the nropased treatment areas hefore during and after construction �
The area around both sites must be fenced aff tiv the contractor before anv construet�on begins �
With proper installation and maintenance,this system should have no probtem in treating septic effluent
effectively.Nothing ather than gray water,(laundry,showers,etc.)Human water and toitet tissue shoufd he
disposed of inta the sepiic tanks.Garbage disposals are not recammended.Additives�nust not be used they ;
tnay cause harmfiit damage to your septic system. It is recommended that you pump the septic tanks every ;
two years. �
i
$'"��y' CITY OF ORONO
f,�.�-.-- -------�'- SF.PTIC PE TT PL VIF.W
•�'` Joseph J.Olson INSPFCT R �
DATE � PERMIT NO.� 1
� APPROVTD�S SI�B�tITT�D f
� APPROVf:[)1VITH('t�RRf•.CTICI!�S AS�C)Tf:D
NOT APPRO\'ED.C(�kRF.GT& RGtiI;[;�41T i
Thcsc commcnts urc liir your inti�rmatiun. All work shall hc donc i
in full compliancc with ail ap{,licnhlc srp!ic und zunin�a�dr. '
Rcquiremcnts including itcros unt,pccifically nutc�l in ihi�rc�i�w. 1
Kf:GI''CF1IS P�A?�Sli'f OK 5t'ft:AT ALL I I�II.S �
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'3� Q.45 gpdfft� Absorption area Soif Loadin Rate
S , which giv+es a rt�und ratto of 2.7 (minimum} �
(this must match the soil boring tog� desired mound ratio 2.7 I
�� �percent site stope (0•209K range) g !
�(A'drnnmslope site stope, if dtfferent th:t�upstopej !
5� 18 inches, or f.5 ft. to Redox or other limiting condition (need at least 12'to be a Type!j �
Treatment zone contains�inches of 095 soil credit, and �0 incfies of SQ%soit credit. Giving a: �
'�� Sa inci��o�' 1.5 ft. Sand Lift Mbund '
CRITtCAL FOR FUTURE CER'[yFICA'[1GN5tl1 j
?'� 27.0 ft.Totat ABSORPTlbN wtdth (with sand �
,8} beyond rockbed as foitows:l ,
0.0 ft. upstc�pe an�sidestope :
;
f 7.0 fi. Do�rmsto�e (
Indivtduat stope ratfas give BERM widths(to�soit beyond rockbed)of: '
'9> a:� upslape racio t2 f�. upstope�berm `
� 4:t sfdestope 16 ft. sidestope berms �
tl 4:1 tiownsloPe 21 ft. dawnstope 6e►m
f
I
2) 0�►eral!�imensions: 10.0 ft. wide by b3.0 ft. lang Rock beri j
43 ft, wide by 95 ft, tong Mound footprint �
�
4"inspectlon PiPe {
i 8"cover on top "
u s! . berm �z �
UQwnSI berrn 21 !
�
�
�..--' f2�caver on sides
z
� ..�[E��R S1,I1C� Ei�C � �6M�3r��6"top�o� I
'�.� ''�� �
�- I
1.5 �e�kF� ta L�Iili�ir{�; `-`` '
Lirn��rir�Condittati " -�— — — .�_ _ ._ t
Absor tion Width y 27.0 --._ _ -- --___ _ '
,
Note: �-- -- _.
For 0 ta 1�6 slopes, ,4bsor�tjon �,y�arth(s measured from the,B�+odequatty in bath dfrections.
For slQpes�195� ,4bsdvplyon l�fqdth is m�asur�d dcwnhilt from the upslape ed�e of fi�e B�qr �
3� Rock Bed; �
10,0 ft. by 63,0 ft. by 6 inches under f � � . i
� P Pe� plus 20A;g1�es 21 yd or 1.4m 29 ton
�� lulound Sand: (note:volume is based an 3;1/4;1 slope from top of rockbed� Eacchange sand for loamy cap if desjr,ed�
33.5 up 4 7Z.5 downslope + 13.3 ends+ Q
4Q.8 under rock= 192 yd'or"1.4= 269 ton
s) Loamy Cap: plus 20A►
39 fE. by 91 ft. b"deep, plqs 2pfl6 giv�s �yd�+or"i.4= 111 ton �
6� Top�it: � ;
43 ft.by 95 ft. 6"deep, plus 2(�gives �
9! yd'or"1,4= 127 ton •
I herelsy c that i have campteted this work in accordance with alt appticabte ordinances, rutes and'iavvs.
Rusty ofson's Soii Ec Perc 820 8l20t2416
gner Signature Company
license# pa�
ti „ '
Instalter Summary '
2250 gaUon Septic tank(minirt�um) Tank options: none I
�u��arr,er �nnK wtcn muiuWe comp��an►w i
13Ek} gallon Dase tank(minimumj at 25,49 gpi I
36 GPM @ t4 ft, of head, Pump required `
7.5 lnch swing on Demand f[oat which transtates to roughly 4.8 inches of ftoat tether tength �
if time dosing is requlred--> 5.3 minutes ON tlme Fi �hours OFF time �
24 inches from bottom of tank ta"pump ON"float, or 12 fnches to"timer ON"ftoat �
23 inches from l�ttom of tank to"Hi Level Alarm"or 33 inthes to"Ni lev�ei alarrn"if time dosed �
22 ft. af 2.0 inch suppty tine with end feed marttfotd connection �
(Tfp: "top feed"manifo#d to contral drainback) �
18 i�cfi,or t S ft. Sanci Lift Mound i
1a.0 ft,wtde by 63.0 ft. long Rock bed i
3 lateraks 2.�t irtch diameter 61A ft. to�g 3A ft. laterat spacinq �
7/32 irtch perfs 3.� ft. perforation spacing f
No Effluent fitter&atarm �
�3 ciean out&vaive box assemblles �
I
27.0 ft.Totat sand A6SORPTlON width (minimum) '
0.0 ft, upstope and sidestc�pe (sand heyond rockbed,minimum) j
17.0 ft. Oowns[ope (sand beyond rockbeti, minimum) :,
Specific stope ratios ive BERM widttu (topsoit beyand rockbed)of:
4:1 upstope ratb 12 ft. upslope berm '
4:i sidestape 1 b ft, sidestope be�ms �
4:1 downstope 21 ft. downstape berm
I
4" inspectton pipe ;
18" cover on top �
U sl berrn 12 aownst b�erm �� �
�
;
12" cover on sides
l
�•''�-.-.� �``'�(d"loemy cap&6"topsa�} �
1.5 c[��„ s�n�i tirr '
�
�
. i
_ - - - -- 1�5 . f��pt�e �.0 Lin��itin� '
'�imi�i►in c:c�r�ditfc��; —•- .. __._—— ._.... __, _- �
Absor tfan W�dth ?�. '-- - _ ._ _.,... _ - ._.-- -- _ �
t�aCe: �
�or 0 to 1�slopes, ,4b�sorptlon W/d��i is measured from Che Bedequatty in bokh diretttons. �
�or stopes>19�, .4bsar�rtion N�Idth is measure��ov+mhitl from the u�lope ec�e of the Bed. �
I
Rock Bed: 21.0 yd�ar"1.4= 2q ton 6 lnches under pipe �
Mound Sand: 192 yd3 or`t.4� 2b9 ton catculation based on 3:1/4:1 slape from top of rockbc� �
Loamy Cap: 74 yds or`1.4m t 11 ton b"deep I
7opsoiL• 91 yd3 ar"1.� 127 ton 6"deep �
�
�
;
j
INSPECTOR CHECKLIST - mound
945 North Arm Unve i
� WELL setbacka: 20'to pressure tested sewer tlne (5 psi for 15 minj
5d`to everythtng 140'to dispersak area with shatlaw weU
i
PROAER"PY LIAfES setback: 10'to everything �
Road setback: ptatt$d: 1Q'prop 11ne. Metes 8�bounds:out of road easement,or outer ditch. k
LAKE/HLUFF secback: 20'for bEuff. Lakes:GD_,_, RD„_, NE_. Ptotected wettand_. �
Building s�tbacks: 10'for everything, 20'for dlspersal area. �
WATBR LFNE under pressure se 10'to bed,tank�sewer tine. (etse sewer tine> 12"below)
i
❑ �
Sewer[ine fc haffle connectia� (no 9�s� 3'between 45's, slape min 1"in 8', max 2"fn 8') ;
(no depth req's, ctean aut every 100', Sch 40 pi�y �
� Septic tank and risers (water tight� inaulated, proper depth,existing verifled by pumping) ;
mfg 2250 gattons none �
Riser over outtet, riser over fntet or center,and b"+ inspectfon pipe over any remaining baffles. i
No effluer�t Nlter�atarm
Dose tank risers and piping (water tigt►t, insulated, proper depth,drainback) �
mf� 1300 gallons '
�
Q dose pump 36 gpm 14 head VERiFY PUMP CURVE 5.3 min oN 9 hr OFF �
� float setting drop 7.5 inches at 25.5 gpi "DESIGNED" 4.8 inches approx ftaat tether tength
192.0 gal dase divided by gpi "tNSTALLED`m inches ftoat drop(field cofrected
LABEL pump rec�uirements and drawdown on riser w panel j
Cam lock reachable from grade- 34"max. J-hook weep hote. Suppty tfne access (no hard 90's) ;
2.d lnch supply p1pe:Sch40, sloped 1/8"+, supported by�4"sch4f}steeve or compacted, and buried 6"+. �
splke box/control panel/etectrkat connections �
ilow measuremer�t:CT, ETM, time dosed, home water rneter �
mound absorption area rough up +
mound rock dtmertsfons 1 Q.0 X 63.0 �
Sand tift depth t8 tnches. (Jar test: 2"sand teaves< 1/S"sitt after 30 min) i
� Absorptiott Sand beyond rock 0.0 upstope i 7.0 downsiope �
I
� Bem►ed topsoit beyond rockbed 12 upstope 16 sideslope 21 downstope �
cover depth of 12•18"+ VERIFY
3 taterais (t-2`Erom edge of rock)
2.00 inch pipe stae (Sch40 pipe tt fittirtgs)
3.0 ft laterat spacing
8 7/32 inch pertorations
3.0 ft perforat�n spacinq
Air inle#at end of taterats, and at top feed manifotd if necessary. VERIFY
clean outs (no hard 90's)
4"inspection pipe to bottom of rock, anchored YERIFY
Abandon exfsting system- if necessary �Re-use existing tank certtficatton
monitoring ptan and type
wetl aban�nment form - ff necessary
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` �s3c�A,�' r�.,.�t.�
System Eievations '` '�--
�a_
Y����L'faWat`�I1JAM.�YL, �' `'\
benchmark , � P _ _ _
- SHWT
Mound �
{Grade elzvations are sxisting. if a loamy cap
different final grade is desifed it should lateca!
be shown and describert here.�
. bottom rock
grade (at u�e�ak aee)
�'`.:
SHWT (at uas[ape rock bed)
^.~�'"`�--._�,
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Sewer pipe
exiting house 5eptic Tank S@ptiC Ta11k (iiapplicable) Pump Tank
Grade Grade Grade Grade
Pipe iMet in(et inlet
7ank bottom Tanic bottom Tank Dott�n
�°„a��e� Ntound Desi�n �
�.s�e�u�.�„ c�,5.2�
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Praperty Owner: Norton Hames Date: 8l2012Q16 '
0
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Site Actdress: 495 North Arm Rrive pID; ;
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Comments: Pri[nary Site �
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instnactions: �� =enter data �] -adjust if desired � - computer catcutated -DO NOT CHANGE! 4
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�l �bedroom Type � Residentiai System
�t 7� GPD desigrt flow i
3) Yes Garbage disposat or pumped to septic �6 targer tank with multipie compltanks �
) 2250 Gal Septk tank (code minimum) 2250 Gal Septic tank(design stze/ LUG req'd} ;
Tank options: non� ;
y 1.2 GPD/ft�mound sand loading rate cantour loading rate of 12 req's a min 62.5 ft. long rockbed '
6� 10.0 ft rockbed wldth 63.0 ft rocicbed length �
} 3.0 ft taterat spacing 3.0 ft perforation spacing (maximum of 3 for both) ;
end feed manifoid connection 4
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1 �laterats 61,0 feet long 21,0 perts/ laterat 63 perfs total ;
(1/2 a perf ineans the first perf starts at the mfddte feed manifold) �
9� 7/32 inch perts at �1 feet residual head gives 0.56 �m ftow rate ptr perforation '
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for this perf size Ec spacing,£s pipe size on tine 12, max perfs/tateral= �, tiae�8 must b�tess --> OK �
io� 4.0 doses per day (4 minimam) �
�i� 188 galiqns per dose (treatment volume) �
2.00 Sx j
t?1 2.00 inch dtameter laterals must tie used to meet"4x pi�votume"reQuirement f
2.Q0 3x 4
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�a} �feet of 2.0 inch supply Une leads to �gattons of drafnback votume '
(?ip:"top feed"manifold ta controt the drainback)
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�4> 192 gallons TOTAL pump out votume{treat►nent t drainback) �
�s� 8 feet verticat tift from pump to mound laterals,leads to a: �
ib? 36 GPM @ 14 feet of head, Pump requirement (note: > m ma r uire an extra 3-6'of hea �
� �P Y Eq d)
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�n �gak Dose tank{code minimum} 1300 gat Qose tank(design size/ LUG req'd) at 25.49 gpi
teads to a �
�a� 7,5 inch swing on Demand itaat, or ttmed dostng of 5.3 min ON {confirm pump rate with drawdown �
(this deEivers Average fiow, =70�6 of Peak design flow)�9 hn OFF test and adjust as necessary)
i9� 12 inches from battom of tank to"Pump OFF"float
oi 20 inches from bottom of tank to"Pump ON"ftoat, or 12 inches to'Timer ON"ftoat if tfine doseci
�3 23 tnches from bottom of tank to"Hi Levet"float,or 33 inches to"Hi Levet"ftoat if tfine dosed
a?t 714 gaUons reserve capacity (after Nigh Level Alarm is activated)
't
a� a.45 gpd/ft� Absorption area Soit Load�ng Rate, which gives a mound raUo of 2.'7 {minimum} 4
(tttis must macch the soil boring tog} deslred mound ratio 2J E
2af �pe�cent site slo� (0-2()9b range) �6 (%downstope site slope, if dffferent than u�slope) f
s3 14 inches, or 1.2 ft. to Redox or other limfCing conciition (need at least 12"ta be a Type t) {
Treatment zane contains�0 inches of t�K solt c�edtt, and�Q inches of 5t�i soil credix. Giving a: �
� 22 inch,or 1.8 ft. Sand Lift Mound CRITIGAL FOR FU'R1RE tER1'IFtCATlONS!!! j
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� Z7,0 ft.Total ABSORPTl�N wldttt (with sand beyond rockbed as foltows:) ,
"� 0.0 fit. upsl�e and sid�sto� 4
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17.0 ft. Qav�mstope �
indfvtduat sio}�ratios give BERM wfdths (tapsoit beyond rockbed)af: �
'�� 4z1 upslope ratio 12 ft. upslape berm
1 3:t s�lesto� 13 ft.sidesto�berms �
3t) 4:1 downstope 23 ft.cMwnstape berm �
3aa Overatt Dimensfons: 10.0 ft.wide by 63.0 ft. iong Rack bed �
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45 ft. wtde by 89 fG long Mound footprint �
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4"inspection pipe �
18" cQvei•an top �
U st ber'm 12 Dowr�st berm Z� �
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� /'42" cover on sides i
�..--'"� � � --�.�`'`��.,��6"lauaaY cap 8c 6"tapeoip i
�'"f� 1.8 - �t��tt� sc�l�ti tltt ' ;
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. 1,2 I}�'�tfi� cu L�r��ii in? . �
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Z�mitin��ai'�d�tiot7 — ""_ -^— --�— __ _ •- -- — i
Absor tion Width 27.0 � �- �' -- -- - - • -
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Not�• �
F'or 0 to 196 slopes, ,4bsar,�tfon i�i'�lth is measured fran the 8eQ'equalty in both dfrectfions. �
For slapes >1A6, ..4��bsaptton Wldt`h is measured downhfll fran the upstope eds�e of tt� Bed,
�i Rock Bed:
10.0 ft. by 63.Q ft. by �s�inches under pipe, plus 20�K gives 21 Yd'or•1.4= 29 ton
�� Nbund Sand: (note:volume is based on 3:1/4:1 slope from top of rakbed, Exchange sand for loamy cap if desired)
38.9 up + 93.0 downslope � 13.1 ends+ 49.8 under rnck- 234 Yd'or"t.4� 327 ton
ptus 20%
sy toamy Cap:
4t ft. by 85 ft. 6"deep,ptus 2Q%gives 78 yd'or*i,4= 109 ton
�sy Topsoif:
45 ft. by 89 ft. 6"deep, Pius 20%gives 89 yd'or"1.4� 1 Z5 tott
I hereby cer that I have compieted this work in actardance wtth atl apptkable ordinances, ruies and laws.
Rusty otson's Soil ff Perc 8�i4 8/?A/2016
gner Signature Company Licensel� Date
l.oas of Sot!Borinas ;
Liceas��890 '
Location or Project:Lot 21, 63
Barings made by: Rusty Olson's Soil and Perc testing �/9/2014 +
Class�cation 5ys�m: AA.9H� ; U8DS�U8DS�3CS '
)�____; Unifled :Other �
Auger ased(check twa): Hand X_,,,or Power, Fiight,Bucke#or Probe,X i
Bonng Nambe� 1_Surface elevatlon_853.8 Mottted SoN at 1.5 feet `
0"-18"Det4c browm loam 90yr3/2 H20 present at X i
18°-26"Rusty brov�m Iosm 10yr4/4 i
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Boring Number 2 Surtace e{evation,_958.8 Moiti�l Sof!at 1.7 feet
0"-8"Dark broMm loam 10yi3/2 H20 present at X_ i
8"-14N 8rown loam 10yr4/4
14"•20"8rown loam 10yr5/4 ;
ZO"-28"Rusry brown ioam 10yr5/4 +
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Boring Number 3 Surface elevatio�„_,_969.4 i
Moitied Soil at 1.5 feet "
'-6"Qark brown loam 1 Qyr3/Z H2t1 preserrt at_X �
"-12°Brown loarn 1�yr4J4 I
12"-18'Brown taam 10yr5l4 �
18"-24"Rusty brovm ioam 10yr514 '
Bortng Number 4 Surface etevstion.,,�869.4 AAottled 3oii at 1.S,r„feet
0"-8"Darfc brown loam 10yr3/2 H20 preserrt at�_ ;
8=14"Brown loam 10y�4/4 j
14"-22'Brown loam 10yr5J4
22"-30"Rusty brown�am 10yr5/4 `
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Boring Number 5 Surface elevatlon_„953.8 Mottl�3oii at_1.S feet �
0"-18'Dark brown loam 10y�3/2 H20 pre.sent at X
18°_28"Rusty brown loam 10yr414
Bo�ing Number 6 Surface elevaticx►�,88 .4 Mattled Soil at_1.5 feet
0"-6"Dark Ixawn loam 10yr3l2 H20 present at,_X �
6"-12"Qrown loam 10yr4/4 ,
12"-18"Srown loam f Oyr5/4
18"-24"Rusty�m foam 10yr5l4
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Sail t�bserva�ion Log ;
�r�v.SCpticResoerce.com vers l2.4 :
Owner Information i
Property Owntr/project: NoYtan Homes Date 8/16/2016
Property Addross/PID: 49S Northarm Drive �
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Soil Surv information ❑ re.�er to atcad,ed sat s�,n�ey r
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parenc n,at��s: [p �ii p o�, ❑ �«�a� p a���, p Organit ❑ �o� �
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landscape position: ❑ surrrnit ❑ 51�tder [] Skle�e ❑ Toe siope ?
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soit survey map units: L.41 C.'2 slope 6 % directaon-Lineaz '
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SOI�I.O #� �
0 � ❑ �� • Elevatton 955.$ Depth tn SHWT 14 inches '
4
De th{in) Texture firagment% mantix color redox colar consisteace e sh ;
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0-4 Topsoii <3S l4yr3l2 Loose Loose Singleg�ain
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4-14 Clay Loarn <35 14yr4/3 Friabte Strong atodcy '
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14-24 Clay Loam <35 10yr5l4 10y�/8.1-f/t0y Firm Strong Btoc�.y l
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<35 (�se loose sing►e grain �
35-SO fi'iabk weak granuiar btocby
�5� Stm moderate P�matio ptaty �
rigid strottg massive I
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loose loose �
<3 S single grain �
35-Sp friable weak gr�ular blocky
>50 firm moderate Prismatia pfaty
rigid strong �"`e
Com�neats:
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495 Nartharm Drive Soil Lo #8 '
0 � ❑ �t Elevatian 955.8 Depth to SHWT 2Q Inches
Depth(in Texture fragment% matrix colo�• redox color consistence grade shape
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0-14 TopSt�H <35 10yr3/2 Loosc Loose Singlo grain ;
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id-20 Loam <35 t0yr4/3 Friable Strong B�ocky �
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20-30 C►ayLoam <35 1Qyr5/4 10y4/8.1-6/l0y Firm St�ong Bl�ky i
<35 IoOSe loose singkgrain �
35-50 ���e weak gr�nlar btocky '
�50 f� moderate P��� p��v i
rigid svong massive ;
<35 loose [oose singkgmin I
35-SO friable weak granu�ar bbc�.y
�s� firm moderate P��� v�v 1
rigid strong '�"�
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495 Northarm Drive Soil Lo #9 1
0 �� ❑ �t Elevatiort 954.2 Depth to SHWT 26 Inches �
Depth(in) Texture fragment% matrix color redox color consistence rade sha �
0-16 Topsoif <35 10yr3/2 Loose Loose sing�egrain j
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I6-26 Loam <35 10yr413 Friahte Stron$ B�oc�cy
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26-30 Loam <35 lOyrS/4 IOy4/8,1-b/l0y Firm Strong Btocicy �
�3S loose l0ose singk grain ;
35-50 friable weak grai,u�er btocky �
>SO fir�r► moderate Dr�sma�ic p�ary
rigid s��yg massivc
�35 lo4se loose single grain
3S-50 friabfe weak grenvlar biacky
�50 �n moderate prismatic p�acy �
ribnd stroag massive i
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!hereby certi}'y this work was completed in accordance ivith MN�080 and a►ry local reg's.
--�,
Rusty Olson's Soil&Perc. 81 Q
fgner Signature Company License#
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Percalation Te�Dafa Sheet
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�ia.#810
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Percofatfng test readings made by:Ru�y 41son's Perc.starting at 12:35 P.M. On 7/1/14 �
Locattan: Lot 21 Blk 3 �
Hofe number: 1 �
Date ftole was prep�red:S/30/14 I
Depth 4f hole battom 12'�inches, Diarr�ster of ho{e 8",_,inches, j
Soil data irom test hole: �
Depth,lnches Soii textu�e �
p'1� Dark Brown Loam 74lyr3J2 i
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Meth�l af scratclting side wati: Knife �
Depth of gravel in bottpm of hole 2 inches: j
Date of in�t9af water ftiiin�6/30/14 depth of initfal water fllitng 12 inches ebove the hote battorn �
AAethod us�ed to maintaln at least 12 inches of weter�pth in hole far at least 4 hours Automatic 3iphon !
Maucimum water depth above hole battom during tests 6 inch8s j
me e De rop in H20 erc Ra#e �
12:45 1:OQ 6" . 8.8 �
9:07 1:22 6° 4.8 9.� �
1:23 1:38 6" �.g �.4
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PerGolation Test data Sheet ;
'
lic.#810 '
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PerrolBtitlfl test readMfls m8de by: Rusty Otson's Pere.starting ai 12:35 P.M.On �/1/14 �
locstlon: Lot 21 Bfk 3
Hote number; 2 �
Oate hote w�s prepared:9J3p/1d
Oepth of hole bottom�12°„�inches, Diameter af hole 8",,,_inches. �
Soti data from test hole: �
Depth, inches Soii texture !
�-$" Dark Brown Loam 10yr3/2 ;
�-�Z" 8rown Laam/0yr4J4
. '
�lethod of scratching side wraali; Knffe �
Depth af gravei!n bottom of hole 2 inches: j
Date af initlet watec flifing Bl3E}114 depth of initial water fllling 12 incbes abaue the hote bottom !
MeUwd u�d ta maintain af teast 12�nches of wate�de}�h in hote far at least 4 hours Automatic Stphon I
AAaxtmum water depth abave hole bottom durin�te�s B tnches �
Time Time e h Dro in 0 erc ate '
12:48 1: 1 " 1.$ 8.4 '
1:08 1:21 6" 1.5 10.0 �
1:24 1:89 8" 1.5 1 D.0
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Percolation Test Data Sheet
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Uc.�10 i
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Percolating test readings made by: Rusty Oison's Perc. stafting at 11:55 A.M. On 8h7/16/16 �
Loca�on: 495 North Arm Drive j
Hole number. 5
Date hole was pcepared: 8/16/16 �
Depth of hote bottom,_12"�inches, Diameter of hole 6",,,,.,inches. ;
5oil data from test hole: i
qepth, inches Soii te�ure 4
a-4 Dark brown loam 10yr3I2 �
4-12 Brown ciay laam 10yr4/3 �
Method of scratching side watl: Knife
Oepth of gravel in bottom of hole 2 inches: I
Date of ini�al water filting 8/16/16 depth of initial water fllling 12 inches above the hole bottom �
Method used to maintain at least 121nches af water depth in hole for at least 4 hours Automatic Siphon 4
AAaximum water depth above hole bottam during tests 6 tnches
ime Time th Oro in H20 Perc Rate �
12:05 1 :35 6" 3.Q 10.3 f
12;38 1:08 6" 2.8 10.7 j
1:09 1:39 6" 2.8 10.7 �
+
AVERA E ER . RA 10.5 AAPI �
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Percolation Test Data Sheet
Lic.#81 Q j
Percolating test readings made by: Rusty Otson"s Perc. starting at 11:55 A.M. On 8/17/16/16 ;
Location: 495 Nocth Arm D�ive ;
Hole number. 6
Date hole was prepared: 8/16l16 !
Depttt of hole bottom_12",_inches, Diameter of hole 6"�inches, i
SoE!data from test hole: ;
Depth, inches Soii texture
�•12 Dark brawn loam 10yr31Z `
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Method of scratcfiing side wall: Knife i
Depth of gravel in bottom of ha{e 2 inches:
Date of initial water filling 8/16l16 depth af initiai water ftiling 12 inches above the hole bottom +
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Autamatic Siphan �
Maximum water depth above hole bottam during tests 6 inches ,
ime Time Depth ro n H20 er�c Rate �
12:� 12:36 6" 3.5 8.6 �
12:37 1:07 6" 3.4 g.g ;
1:10 1:40 6" • 3.4 8.g j
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AVERAG PERC. RATE g,7 �qp} '
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� DATE TIME
, CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �
PERMR NO. /COMPLETED �
ADDRESS � 0�'�` �
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION ����S I�('G✓! 1'�Ccti,�/p �
4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ REE 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
41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO
y COMMENTS:
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� ❑WORKSATISFACTOR1h PROCEED ❑PROJECT COMPLEfE
W ❑CORRECT VYORK 8 PF�CEED O ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECONERING PERMANENT
❑CORRECTUNSAFECONDITIONWRHIN HOURS. ❑pHOTOTAKEN
INSPECTOR WFLL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca�l forthe next inspection 2a hours in advance. (952) 249-4600
OwnerlConira on site:
Ir►spector: _
WhiM CopyAnspector^a Flle Canary CopylSite Notice
����� DATE TIME
CITY OF ORONO cnLLED IN �_�i/7
iNSPECTION NOTICE , O ��HEDULED 7—`� �7 �
PERMR NO. COMPL ED
ADDRESS �, �
OMINER TELEPHONE NO. r �" �" �
CONTRACTOR
61 y v
�'' 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
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
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
�L OMINEIYCODfiRA�."fOR TO MEET VOU:_YE,�S_NO /�
� C MENT� 11'��'i� f��l�p�� ��d-
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W SATISFACTORY:PROCEED O PROJECT COMPLETE
� ❑ VMOF�C 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPYINCY
O CORqECT VMORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE(�1IERINO PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN H��• ❑pHpTO TAKEN
INSPECTOR WILL RETl1RN
❑STOP ORDER P08TED.CALL INSPECTOR ❑qTAT10N ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Caq for tl�e next Mspection 24 hours in advanoe. (952) 249-4600
on site:
inspector:
y1lMte CopyAmpector's FIN Csnary Cop�rfSib NoNe�
DATE TIME
CITY OF ORONO CALLED IN � Q �
INSPECTION NOTICE SCHEDULED �
PERMIT NO. COMP ETED -
� ADDRESS � � �—� �IIG{
OWNER �TE HONE NO. ��� -S'9�
CONTRACTOR _
� DESCRIPTION � �� �
ty ❑ FOOTING ❑ DEM -FINAL ❑ PTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING FILLING
"j ❑ 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
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�i COMMENTS:
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W ❑WORKSATISFACTORY:PROCEED O PROJECT COMPLEfE
� ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
w
0 ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REW IRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContrac�qPon site:
Inspector:
White CopyAnspector's Flle Cenary CopylSite Notke
K50(2-- Y
,h ----) 7 - DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED to �'7 /. , e
PERMIT NO. (:::.47110—d� 25 COMP/LETED
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ADDRESS i'`. Y71'YZ /tri
OWNER TEL HONE N . XR- cf26-- 2re2)
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E DESCRIPTION u " C — C
ty 0 FOOTING 0 DEMO-FINAL a SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
I, ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ElFINAL ElWATER HOOK-UP ElFOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL
r ❑ DEMO-SITE ElSEPTIC INSTALL
Z OWNERlCONTRACTOR TO EET YOU: YES_NO
Fri CO MENTS: n'a t,e/i6( Al I A'
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▪ 0 WORK SATISFACTORY`.PROCEED PROJECT COMPLETE
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0 CORRECT WORK&PROCEED ❑I E CERTIFICATE OF OCCUPANCY
O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
u 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
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Inspector. II evr s
to Copy/Inspector's Filo Canary Copy/Sits Notice
Site Copy
(I) City of Orono Septic Asbuilt Form
Address if?c ./Vv/4A ,4".Pt ,11/'/' . Building Use 5F,
Installer //fa)4e$ qL Sdo? c License# L.k Date g/Zg//(�
Septic Tanks /— Z Z,57, Pump Tank / —/3019
System Type )20 ❑II 0 IIIound 0 Trenches 0 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.
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