HomeMy WebLinkAbout2007-P11138 - septic . � PERMIT
� CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11138
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
6/19/2007
SITE ADDRESS: 225 Hollander Rd Unit#
Wayzata,MN 55391
P��� 25-118-23-44-0007
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se tic Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc.Inc. OWNER: Jill&Louis Close
263 82nd Street S.E. 225 Hollander Rd
Montrose,MN 55303 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
���� �'C_ � � � �'�
A PLICANT PERMITEE SIGNAT RE ISSLTED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, I-Septic) Page I
CITY OF ORONO SEPT'IC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Pazkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS � �S �6 l � n �r 170 �)�
Occupancy Type: Residential Commercial Other
Pei•mit Type: New or Replacement System $100.00
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State sui•chai•ge added to above fees �� �p. SO
* See fee schedule for non-residential permit fees �-r,A, \
Owner's Name: L��` S CY �r� � C � � � Phone Number:
Mailing Add�•ess: ��S t--}v� ►f►/`�� '� �City: �)�C�f a Zip: SS 3�l �
Conti•actor's Name: h1 A--le S la�c'► So n S Phone Number:
Mailing Address: City: Zip:
*** DO NOT NIAIL PAYMENT`VITH THIS APPLICATION***
GENERA.L INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Off'ices; 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 Minnesota Pollution Control
A?ency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desi?n. Desijn reports
are not considered approved unless accompanied by the "City of Orono 5eptic System
Approval" cover sheet signed by the City Inspector.
4. The followin� 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
roujh up but prior to sand placement (sand will be jar tested for silt content), and again
during pressure distribution pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holding�IPCAInstallers License sha11 be present durin�all inspections. :�24-houa•
notice is i�equii•ed for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and 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: �_Precast Concrete Other Manufacturer�A����
Tank Capacities: 1) �U� �al. 2)_�J gal 3) /d!� �al
B. Pump Station(if required)
Pump make&model (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make&model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions ►o ' x,�O'
Drop Boxes Sand bed dimensions ' x
Distribution Box Pressure Dist. Pipe Diam. "
Manifold 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,
ajrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all statements ade on this application are complete,true and correct.
Signature of Applicant Date: l4-� � ��
MPCA License No. � � �
--------------------------------------------------------------------------------------------------------------------------
Staff Revie�v: Approval Deniai
Reviewer: ���,��t.�G _ D�te: � — � `7'd �
�teason for Denial:
,
e . ' .
Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
11482 Riverview Rd.NE,Hanover,MN 55341
(763)498-8779 Faz(763)498-8290
Juae 04,2007
Jill Close
225 Hollander Road
Orono,Hermepin County
This on-site Sewage Treatment System is designed for a Type 1 four-bedroom home in accordance with the
Minnesata Pollution Comrol Agency Chapter 7080 and local ordinances.
The seasonally saturated soils were located at 20"-30"(mottle�l soil).Due to t�he seasonally saturated soils,a
pressurized mound system will need to be installed to treat the septic eftluent The bottom c�f the treatment
area must be tocated at least 3'above the saturated sails.
All neighboring we1Ls are g�ter than 100 feet from proposed treatment areas.
The soils at a depth of 12"have a percolation rate averaging 6 MPI.
The existing septic system does not conform to the state code chapter 7080.
The existing tank is to close to the well and must be abandoned.
Two new I000 gallon septic tanks need to be installed.A new 1000 gallon li#i statian needs to be installed
A pumping chamber will need to be installed to lift the ei�luent to the tr�Ument area. The power supply and
switches must be located outside the manhole and p�mping chamber in a weatherproof enclasure. A
wa�ving device must be installed with light and sound devices;this is in case of a pump failure.The
manifold and suppty line must have back drainage ta the pump chamber.The rock and filt materials mast
be clean.The sod layer below the entire mounded area must be Wmed over.Just break up the sod and be
sure not to over work.
Nothin$other than erav water,(laandrv.s6owers,etc.) Haman wster and toilet ti4sne should be
disuosed of into the septic tanks. Garbage disoosals are not recommended. Additives must not be
used:thev mpv cause 6armful damage to vour seutic svstcm. It is recommended that vou aama t6e
tank every vear for 1 tank.even two vears for two tanks.
Sin ly,
Joseph J.Olson ���g����
�EPTIC�' I
TNSPE�T't3�
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Universi� o�Minnesata Il�ound Design Waksheet
ti�wbeirthan t'K 8bp�s
a � �
9Dd(see b�ne A-1J
o�meas�r�ed . x 1.5(safel�►fac�aj= 0 9Pd
B. SEPTIC TANI(LpUD VOWMES
Seplie�anlc capeidty 2000 9allons(see fig�e G�1)
Nurtiberdtankslbomp�2rtimeMs 0
fflluent F�Oer(yesha) yes
C-1 Se�tic TaNt C�p�p in G�ons �
Number af " I�rwrwm Capadty wiih Capadty wilh .
Bedroor� Garb.Disp. Disp.and Li(t
or less 1
3 ot 4 1500
5 ar 6 2250
7,Sor9 3000
C. SOK.S(S�e eva�ratinn de�)
1. 0��o restric�ng layer 21
2. Deplh d penodalion t�fs= 12 ind�es
3. Te�xe bem
4. Sa'I loadng rale(see Figuna D-33) , 0.60 gpol fl.
PEroda6on rale 6 MPI
5. 96 I.and Sbpe 7A X►
o. Hoc�c u��
1. Mulbply ave�age design flnw(A)bp 0.83 to obtain requir�ed ar�of rock layer:Item A x 0.8�
600 �d x 0.83 il�k,�pd= 500 il�
2. Oe�ermine rodc ia�rer�wi�h =0.83 fih�d x Lineer L.oedxig Ra�e(LLR)(see LLR chart
0.83 R2/gpd x 12.00 = 10.0 ft
LLR Clart
Perk R�a�e LLR
<120 MPI <=12
>=120 MW <�
3. L�englh d rodc lay�er=area�vided by widlh=
500.0 it� / 10.0 feet= 50.0 it
E. ROCK VOLUME
1. Muhipy rodc area by rodc depth to get cubic feet of rock
� 500.0 X 1.0 ft= 500.0 ft3
2. Divide ft3 by 27 iC;llyd�to get abic yards
500.0 it� / 27 = 18.5 yd3
3. I�liply aibic yaNs b�►1.4 b get weight of rodc�tons;
18.5 yd3 X 1.4 torJyd3 = �.9 �ons
Page 1 of 5
• � F. ABSORP'TION Y�TH Ab�orplion htlo: 2
1. llbedplion wl�l►equsls al�sorpdon ra�o times rodc layer widlh
2.00 x 10.0 ft = Z0.0 ft
G. IIOINO SLOPE rIIDT'H i LFJi�iiH(@a�rrpis 1X)
1. Downdope abaap6on wid�=abeorpUon wi�h n�rock layer widih
Y0.0 feet - 10A �et= 10.0 ft
� 2 Caiadel�max�d sme � �
UPSLOPE
a Dep�d dean sand at upslope edge d rodc layer=3 feet mirws d'isiarwe�resdicting layer(C1 j
3.0 R - 2.1 ft= 1.0 ft
b.Motnd heigM at tl�e�Slo�e edge d rodc la�rer=dep�d dean sand ta sepaialion(G2a)
at upebPe ed9e Pk�s dePtl�d rock la�(t tooq b deplh�f oaver(1 foot)
1 ft+1ft+1 ft= 3.0 ft
a Upslope berm multiplier ba�d an iand siope(see figu�s D-341
Selected bertn rtwl�pier. 2.55
d Upelope widlh=berm mulliq'�(G�c)f�es up�ope mound he�G2b):
2.55 x 3.0 ft = 10.0 ft
DOVVNSLOPE
e.Drop in elevatim=rodc layer wi�(D2)times Peroerd landslope(C�/100
10.0 R x 7.0 96 /1p0= 0.7 ft
f.Downslope mowid heigl�t=d�h d de�n sand far siope di�(G2e)
at downslope rodc edge pius fhe mound heigi�at ihe�lope edge of rodc IaYer(2b)
0.7 ft + 3.0 ft= 3.7 R
g.Oo�wr�pe bertn mu�p�r b�ed on Pement land slope(see Fgwe 0,34
S�ected berm rt�pGer: 5.26 7%overall
h.Downslope wi�h=downslope m�plie�G29)�es dow�lope rtiound fieigf�G2�
5.26 x 3.7 = 19.5 ft
i.Select gr+eaper d G1 and G2h as�e dowi�slope�wid� 19.5 ft
J.Tatal mamd widlh is tlte sum of upslope(G�wf�l►P����►l�)P���(�)
10.0 ft+ 10.0 ft+ 19.5 ft= 39.5 ft
k.Tatal rnound lenglh is the s�xn d�lope wi�h(G?.d)P����(�)P���(��)
10.0 R + 50.0 ft+ 10.0 ft= 70.0 ft
Final Dlmensions sl >1% 39.5 ft x 70.0 ft
I hereby ' tliad aN wak oorr�pleted'm a000rdanoe vrith aN applic�able ardinanoes�niles&laws.
(signa�ure) 810(lioense#) 6/4lZ007(d�e)
Page 2 of 5
T� °1�-� Job#��
P.eseww.. -
Univetsi p#Minneso�a IYlound Des�gn Worksheet
c�m��x s�
a �
� soo �a�s�e r��-+)
ar maeetrred � x 1�(�f►�_ � 9P�
B. SEPTIC TMN(LJQUD V'OLU�S
���y ZOOp gallons(see Ifg�xe F1)
rNmberd�ar�kaJoomPartrne�ts 0
E11'Auuent F�er(yeslno) �es
G1 Tank C�padly in G�Mo�
Nixr�ber d �m Capadty with Capedly wNh
Bediooms Garb.Disp. Disp.end L1ft
ar �
3 a 4 1500
5or6 �
7,8or9 3000
C. SOLS(S11e sve�N�a(ion deta)
1. Deptli 1��slrk�ng tayer 2.1 teet
2. Deph d petcolaaon le�s= 12 inc�es
3. Teocdx�e �
4. Sh co�ing ra0e(see Figrxe a33) 0.60 9Pd��
pe�ooiatlon ra�e 6 MPI
5. q�(�� 14.0 %
D. ROCK LAYER DY�101�
1. M�iply ave�ge design flow(A)bY 0.83�o obtain required area of rodc layer:Mem A x 0.83=
600 gpd x 0.83 it�lgpd= 500 it�
2. Deiertrrne rock layer widlh =0.8311`Igpd x Linear Loading RaEe(LLR)(see LLR d�t
0.$3 il�l�d x 12.00 = 10.0 ft
LLR Cl�t
Pe�C Ra�e LLR
<120 MPI <=12
x120 MPI �
3. Lenglh d rodc layer=ar�divided by wid�_
500.0 it� / 10.0 feet= 50.0 ft
E. ROCK VOLUME
1. Mulfiply rodc ar�a by rodc deqh b get cubic Teet af rodc
500.0 X 1 A ft= 500.0 ft3
2. Divide 1t�by 27 fC�/yd3 to get cubic yards
500.0 iC� ! 27 = 18.5 yd3
3. Mu�ipyl cubic yards by 1.4 to gel weigM d r�ndc in lons;
18.5 yd3 X 1.4 taNyd� = 25.9 tons
Page 1 of 5
. . F. ' ABSORPTION MIDI'H Abtorptlon ratlo: 2
1. Abeoip�on wid�equals abeo�ption ralio limes rodc Naye�widlh
2.00 x 10.0 fl = Z0.0 ft
G. IIOIND BLOPE INDTH�LENGiH�Cs1NIK/IM 1�fi) .
1. Oa�ope sbsorpGon wid0�=ab�orpGon wi�mir�us iock Nayer rridlh
20A feet - 10.0 feet= 10.0 ft
2. Ceiaiale maxid si�e � �
UPSLOPE
a Deplh d dean sand at upslope edge d rodc laye�=3 feel mews dstanoe to res�ric�ng laye�(C1)
3A fl - 2.1 ft= 1.0 ft
b.l�loind heigik at the upelope edge d nodc la�er=dePih d dean sand�or separa�on(C�2a)
g�P�Pe�P�deP����(1 toot)'tio depih d ao�ver(1 foot)
�ft+1ft+1 ft= 3.0 ft
c.Upslope berm rt�ip6er based an iand sbPe(ses frg�e D-34)
se�e�d eenn m�ldp�: ��
d Upelope wi�h=be�m rt�6ex(Glc)�es up�ope naund h�ht(G2b):
2.55 x 3.0 ft = 10.0 ft
DOWNSLOPE
e.Drop�elevation=rodc layer wi�h(D2)times peraent laridslope(C5)/100
10.0 ft x 14.0 % /100= 1.4 ft
f.Daw�iope motmd height=deplh d dean sand fa slope a�erenoe(G2e)
at downslope rodc edge ph�s the rriound heigtd at Ihe�lope edge d rock IaY'e�(2b)
1.4 ft + 3.0 ft= 4.4 ft
9•Dawnslope berm muMiPC�er ba�ed on PeroerK land slope(see Figi�re D34
seleaea bem,rt�ltlpfier s.25 s96 ove�aN
h.DownSlope wi�Nh=downslope rtiul�(C�9)�nes down�ope max�d heigh�G2�
625 x 4.4 = 27.5 ft
i.Select g�ealer d G1 and G2h as ihe dowr�slope wid� 27.5 ft
J.Tota�moinid widlh is u�e sun of u�ope(G2c�wi�vws���(�?v���(�)
10.0 ft+ 10.0 ft+ 27.5 ft= 47.5 ft
k.Tatal rnowid length is Uie swn oI upslape wid�(G2dl P���Y��(D3)P��P�Pe�(�)
10.0 ft + 50.0 ft+ 10.0 ft= 70.0 ft
Final Dimensbns >196 47.5 ft x 70.0 ft
I hereby aerMy Uia�aH wak has been c�omple4ed in a000idanoe wilh aN applicable a�artoes,Nles&laws.
(signahu�el 810(lioense#) 6/4/2007(date)
Page 2 of 5
University of Minnesota Pressure Distribution System Design -10/25/04
M 6wned wcNn�s nwef bs«Mu�4 6►e�sat wi bs caiad�tid
O�rss
i�w��s
t. sels�t nwnber d pe�torated lat�als: L� '�'�
2. Sekc�ps�atlon spae;i�g= 03 ft
�.a..xw.�.,�
3. SinCe psAoratiot�s sflouW not be plaaed doser tl�at 1 foot t� �����. `` ��°
�IE�f�QB 0/�1��Y9f(�!8�f�ll�,EUblf9d Z��Of11 'a�k
����_Z 1l S' � � �� Awf��u+s 1.S-p��• .
�
4. Delerrrline ths nunDer d speoes bet�w�een perfora�Or�s.
Divide the bn�h(3)bY per�Orada�apac�n8(2)and round down to r�rest vrhole nt�rr�er.
PerforaHon sp�cinp= �8 R/ 3 ft= 16
5. Seled perfo�tion siae r 1�11nch
6. Nwnber d peAo�lions is equal to one pq�s the nwnber of Derforation spaoes('►)•
'Clack fyurs E-4 b assme�e rn�n�sr of p�au pa►lale�a/pueranfees
<10%6xh�9ips re►�on.
16 apaoss+1= 17 pe�o�ior�sAateral
ber 1 Mch perForatlons E-6 Maxlmum Num 3H nch
Isb�al to <'10% vudtlon hEsral bo �piranbs<10% variatlon
n
� ��►►b� �9 ��
ft 1 fiCh 1.25 inch 1.5 inch 2.0 inch feet 1 inCh 125 inc� 1.5 inch 2.0 kich
2.5 8 14 18 2.5 1 19 25
3.3 7 12 16 25 3.3 10 17 23 36
5.0 6 10 14 22 5 9 15 20 31
7. A.Tot�number d perfora6ons=�per l�SI(�tmes raxnber of la�als(1).
17 pe�fs/W x 3 �= 51 pe�foratior�s
B.Cak�►lale the squaro toompe P�P�•
R�eoarrner�ded valus it�10 sqRl�e�f.Ooes rat apply b at-gredea.
1. Rodc bed a�=rodc width(th x rock ler�h(R)
10 ft x 50 ft= 500 ft�
P�Pe a�odc 8ed Area/nwn r o perfs(6)
500.0 1t� / 51 perfs = 9.8 1t�/p�f
8. Detertnine requied tbw rale by muldpytng tlie tota nunber
of Perfo�io�q(6l�by floM►Per Perforadons�see figure E-6)
51 pe�fs x 0.74 �m/paris= 37.7 gpm
E �n e n
�e �rahons d ameter
�
6 1M
.42 0. 4
5 0.94 1.26 1.65
a Uw 1 A toot ior siipis-fan�/y homea. r- -
b.Use 2.0 feat tor ebe � ; _ ry"r"�r� --�
, _._ �'.m�.,..� ,
' ' I
9. Detertnine Mirrimum Pipe Sme � .., „ . - _ -�s��" I
A. Manifold on End. If Isbe�ais are oon�to header pipe - ..C4, ,�� �
88 8hown i11 Figuf�B E-1,b selec�minimum required latetai I r+o�..e•�_�rawow►�awde1.aaw�.r�, � - �-n-_�
diameter;eMer figure E�a E�5 wifh perforabion apacing and -
nwr�er of perforatior�s per laterel.Seled minirrxan�
for perforated talerals= 0.0 irx�es
B. Cenbor Wni101d. If perforal�ed Isleral aystem is afladied to �6��•a+�Ma� : -_=---=1��°Q
manifold p�e neau'M�b oenlar.Nke Fgws E 2,perforabed labaral length(3) _:��"„' ' : .,
and taunber d P�P��(�����N �- -� �� -.--
ona na�or u�ac in aep a usk�g a�ieaYe raN,es se�ea ._�Y _��_ "
,_ �: _ _
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m������IYWIY�_ �p1y11W ' i_�.:�'�' _'_ -.__:;x ��:�'"',,;,a.'`w
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(signature) 810 (lioense#�) O6lWA7(date)
University of Mlnnesota Pump Selection Procedure - 10/25J04
A�bo�aed rec�ngles rt�st be enberea,�e Bst wi�be cak�,�abd.
v��
1. D�rn�Me pwnp up�dty: �
a ��� rwooaw..
1.�m t+eqid�ed di�harge is 10 gpm
Z Maxirr�urn�Sted is 45 gpm
Fot olher�at 1096 gre�ler�an Ihe w�er �
st�pply�e,but no fas�fhan ihe raoe at wfdch ell�ent wip flow
out�U�e dis�rbution devioe.
B. Pressur�e Di�butlon-s�ee pr�ssure de.sign worksheet sou r�eotrT,er,t s�vs��„
&pd n�ye
gele�ed pumP Ca�dty; ��m tota��pe
lengt
inlet 2A.elevation
Z D�N�T0��1�111C HABd(TDH) p�p� t� � difference
A Elev�oo�Iferenoe beiween pump and poi�t o�di�targe. !s ------ - -
�;...._.......... ..
11 feet ;j --------------------------- ------
B. Special f�ead requi�+ement?(See F"rgu►e-SpeCi�l Head Reqtti►8mer►ts)
�5 �eet Special Head Requirements
Gravity Distributior► Oft
C. Fric6on loss rt�suppiy p�e Pr�sure Distribution 5ft
1. Select p�e c�emeler �2 in
2 Enter Fi�me E-9 witl��m(1A or B)and pipe diame�er(C1)
Read friction loes a�feet 100 feet from Fig�me E-9 E•9 F�Loss in PlaNic Pipe
ai
Fric�on lo� 2.6 ft/100 ft of pipe 100 ft
no�nal
3.Detertriine btal P�e i�g�from WmP�ar��O so�sysbem discharge point Fbw Ra�ee �i e�me�
Es�r�ale by add'ng 25 peroent b pipe lengih fia iriction bss�fittings. 1.5" 2.0' 3'
C��e lengih 'fimes 1.25=equivalent pipe I�gih
160 R x 1.25= 200 feet 25 3.73 1.11 0.16
. .. �
4.Cala�a6e�I iricUon bss by multiplying iric�on loss(C2) . 35 . 6.96 2.06 0.3
bY���t P�Pe�9�(C3j�d cMride by 100. `�n . �
Fric�on L.o�s= 26 ftN00ft X 200 ft I 100= 5.2 feet 45 11.07 3.28 0.48 `
-��w �.. ...
D. Total h�d requirement is tl�e sum of elevation�oe(A),spedal 55 4.76 0.7
h�d t�equirements(B).and�Otal friction loss(C4). ''��� � . �`t ,`,::� '
��`' �:
11 ft + 5 ft +_ 6.0 ft 65 6.48 0.95
�tF�:� �r�'
To�al Hesd: 22.0 fe.et
3. Pump Selectia�
1.A purr�p must be sel�ed to deliver at least 38 9Pn'i(1A or B)
wilh�least 22.0 fieet of fiotad head 2D.
I hereby aer�fy that i haMe ooir�pleied�is work in a000rdanoe witlt aN a�pplic�ble ondinanoes,rules and laws.
(signature) 810 (Iwense� 6/04/07 (Datel
Page 1 of 1
Lot�s of�Soil Bo�s
Lrocatlon�Projec� 225 Fioliander Road �
8orings n�ade by: R�aty Olson's 8oi1 and Perc testing 6i1/2007
C�tlon Sy�sm: AASNO : USDS-USDS-SCS X : Unified :�
puger used(chsck two):Hand X_,or Power_,Fi�ht,Bucket or Probe X
Boring Nwnber 1,_Surface elevation 99.2 Mottled Sal at 2.5 feet
p^_�p-park b�m i�m 1pyr4/2 H20�nt at X
10"-30"Brown loam 10yr5/4
30"-36"Rusty Ix+awn loam 10yr5/4
Bor��g Number 2 Suriace elevation 99.2 Mottled Soii at 2.1_feet
0-8"D�1c lxnwn lo�m 10y�r4/2 H20 present at X
8"26"Brown Ioam 10yr5/4
26"-30"Rusty brown bam to sandy bam 10yr5/4
Boring Number 3 SurFave Elevation 96.9 Mottled Soii at_1.7 feet
0"-12"D�k bt+own b�n 10yr3/2 H20 pr+esent at X
12"20"Bro�m loarn 10yr4/4
20"-�"Rusty bnoMm bam 10yr5/4
Percolation Test Data.Sheet
Lic.#810
� �
Peroolating best readings made by: Rusiy Olson's Perc. starting at 10:28 AM. On6/01/07
Location: 225 HoNander Road
I�ole number: 1
DE�te hde vras prepau�ed:5J31/07
pep�of hole botbom_,12'�ind�e.s, Diameter of hole 6"_,inches.
Soil data from best hde:
p�,� Soil Gexduse
a�p� oarlc bnoMm�oam 1oyM/z
1a"-12" Brown loam 10yr514
Mefhod of s�g side wail: Knife
pepth of granrel�t botbom of hole 2 inc�es:
Date and hour af in�sl waber fiUin9 05/31R007 At 11:00 AM dep�h of ini6al water filling 12 inches
abo�ve h�e botbom.
Med�od used t�man�in at least 12 irx�es of wa�e�depth in i�le for at least a hours Automatic Siphon
Meudnwm wa�er depth abo�re hole bottom during bests 6 inches
ime ime ro in H20 e�c Rate
10:38 11:08 6" 4.7 6.4
11:11 11:41 6" 4.5 6-s
11:42 12:12 6" 4.4 6.8
AVERAGE PERC. RATE 6.6 MPI
. � � •
pe�coiation Test Data Sheet
Lic.�810
Peraolatin9�st�����' R�a��s Perc.starrtir�g at�0:28 AM.On6J01/07 ,
Loc�tion: 225 Hoilander Road
Hole number.Z
os�e ho�e wa�s pr+epaned:•`�/3�ro7
pepU�af hde bolbom_12=inches� Diameter of hole 6"_inches•
Soil data from best hole= �;I fiexture
��� p�p�on�m Ioam 10yr4f2
�p Brown loam 10yr5l4
8"-12"
�������: Knife
pepth of grav�in bo�om af t�ole 2 irx.hes: of init'ral water finin912 inches
pate a�hour of infial wa�er fi�li�9 0�31/2007 At 11:00 AM dePth
a���' m twle for at least 4 hours Aubomatic Siphon
�od used fio mai�in a�least 12 inches of waber depth
�m�depth abonre hole bot�om durin9 tes�6 ind�es
Dro in H20 Perc Rate
r� Time � �► 6.6
10:39 11:09 6" 4.5
4 4 6.8
11:10 11:� � 4.4 6.8
11:43 12:13 6"
qVERAGE PERC. RAT 6.7 MPI
�`�� �
DAT TIME
CITY OF ORONO CALLED IN �
INSPECTION N����E,,.,B SCHEDULED - �7 0:30
PERMIT NO. -s COMPLETED
ADDRESS o?�5 9�-�`l F�L�
OWNER CONTR. 4����-C�
TELEPHONE NO.
� DESCRIPTION _ �`-"��� /✓�'�`�"
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRAOING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL � 36 FOUNDATION/REMOV
� OWNERICONTRACTOR TO ME ��YES_NO
v�, COMMENTS: -� �
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� �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-46�0
OwnerlContractor on site:
Inspector. '`�, /'�` �(3S
White Copyllnspector's File Canary CopylSite Notice