HomeMy WebLinkAbout2005-P09280 - new septic 1 PERMIT
CI��' ���� ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P09280
Crystal Bay, Minnesota 55323 Permit Type:
(952) 249'-4600 Septic
Date Issued: l0/20/2005
SITE ADDRESS: 1580 Sixth Avenue N Unit#
Long Lake,MN 55356
P��� 26-118-23-32-0006
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se hc Permit Sub-type(s): New Sepric System
Permit Type: . p
1
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernrit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hagberg Exc. OWNER: Robert Mack
18545 Roanoke St.NW 1650 North Farm Rd
Anoka,MN 55303 Long Lake,MN 55356
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.
'1 .
�
LICANT PE E S ATURE ISSUED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
�pga�
� io-/o-D�
CTTY OF ORONO SEP'TIC SYSTEM PERNIIT APPLICATION
Box 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS ���� �''"'� �.P
Occupancy Type: Residential�_ Commercial Other
Permit Type: ew r Replacement System $100.00
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State sui•charge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: �Q{ /���Lc. Phone Number: G� ' �3� �8�
Mailing Address: J�G� �r� �c City: O�G�'' Zip: Ss'3S-�
Contractor's Name: �G� frc ��c'� � Phone Number:��j-Z f�G-4����
Mailing Address: ��Yi 7 /T/'�«e S-f City: �/'i n�t,� Zip: .�.5 3��
*** DO NOT NIAIL PAYMENT`VITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(NIl'CA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
roujh up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holdin��IPCAInstallers I,icense shall be present durin�all inspections. A 24-houc-
notice is required 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 includin� the City of Orono Septic
System Approval Cover Sheet.
2. I�vill be installing the following:
A. Tanks: �_Precast Concrete Other Manufacturer �,�L�✓sc�
Tank Capacities: 1) ;;� �al. 2) �5 0� �al 3) � �____=�-�gal
B. Pump Station (if required)
Pump make& model �C� (attach pump curve&
literature); system desi�n requires �/� gpm at feet of head.
High water alarm make & model S"�h���'�� �c s. . Outside
electrical work to be completed by installer�celectrician other.
C. Treatment System:
Trenches: s.£ �_ Mound
Depth of rock below pipe iZ �� " Rock bed dimensions :�'D ' x G Z '
Drop Boxes Sand bed dimensions �l5'"' x °�'
Distribution Box Pressure Dist. Pipe Diam. Z " "
Manifold Pipe Diam. Z'` "
D. Final Cover/Topsoil to be: �_ borro�ved from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the rejulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
1
SignatureofApplicant � �'�'� Date: �U-��'"�s�
MPCA License No. �� ��
--------------------------------------------------------------------------------------------------------------------------
Staf�"Revie�v: Approval Denial
Reviewer: �/l�./ ` ��� Date: � � � l l ��
Reason for Denial:
10/1�/2065 16: 09 7634988290 RUSTYS PERC TESTING PAGE 61
. . .,,.�� .
�
Rusty Ulson's�-Soil and �'ercolation
Testing
Joeeph J. Olsoa--N�PCA Licease#S10
��48�. Riverview Rd. NE, Hanover,MN 5534�,
(763)498-8779 Faa(763) 498-8290
�e���a ioiosios
lune 20,2003
Alden Conscn►ction
1580 6'"Avc.N
Orono,Hennepin Counry
This on-site Sewage Treelznait Systcm is desiewd for a Type 1,Five-bedroom Aome in aaeotdaace with tho Minnesota
Pollution Cot�trol Agency Chaptcr 7080 sad local ordinancas.
'me seasonally saturated soils wcrc locatcd at 16"-26"(mottled soil). pue to seesotie�ly securated soils,a prossu�niud
N�ound Systcm will nood[o be in�stalled to treat sep�ic e�'Iue�oG The bottom of the trcabncnt srea must bc locatcd at
Icsst 3'above tt►e setureted soils.
Thc soils at a depth o�)Z"have a petcolacion rate svcraging 7 MPI.
All neigfiboring wclis arc located�oaber than 100'awsy frnm propoeed qra�net�e erea.
Uue W lamited spacc that is on 129'e slope or less.The nocthwest side of t�e,fbtwe systems down slope be�m must
overlap thc primary sys�ems southeast uphill betm.'Il�e absorption ercas Ao not overlap.
A pwaping ehembes wi[I nccd to bc installed to li$�he effluea[tq tlae veaqor►etrt erea. The powor su�ply and Switchcs
must be locatcd outside the menhole a�d pump�ng ehamDer un a westttuproof enclosure. A warning device musc be
insfallcd with light end sound davices;this is in casc of a pum�failure.The menifold end supply I�ne must have beck
draivage to the putt�pitlg chember, The distribution pipcs shall havc their ends caQped, �e sure tde tock attd sanid�ilf
met�ials ate cleaa. 71u sod layer below the entire mounded erea must be wtned over,just brealc up the sod and bc
suro oot to avcr work.
�eo�Il heiw eaninment off of the nr000sed treatment�re�before.darinp�nd pHter conatruction. The Area
■r_ouad both altea must be fenced of'[bv t6e contractor before wnv coo�tructloa beains.This DesiQu is not velid
�pd the Sretem wfll need to be relocated if failurc to oro�ect the Aresa nr000sed for On-Sita Sewaee Trestment
occur�•
Wirh proper iastaJlation and maintenence,chis system should havc no problcm in aea[ing septic effiluent effectively.
Nothing ochcr than gray wexer,(laustdry,showers,etc.) Human watcr and toilet Ussuo should be disposod of into the
septic tanks. Gatbage disposals are not recommended. Additives must not be used;they may cause ham�,ful damage to
your sept�c system. it is recommended that you pump thc tank cvcry year for 1 tank,every two yoars for two tanks.
Sincerely,
CI'TY O�OR�?Nt)
oscph J.Olson ���P ��� �
�r1sPE��r� �-E-
t�A'fL,,(,ry���-�� �'EAMIT�,
,(�w�avea,�t eva�rEtsu
APPROIf�!?'MJTii CORRf'L�A�Ild�
]1�(rl' �tC�iJllAlq'
'1�eu ea�eO�M�ul i0�r yo1�� l!N��M�a�i
1�IhU ianpti�aiar wb!►�11 ap�4i�weptio aMl�od�t ao�►
F�irecneM+fqcl+din�1�oau wR.peei�aaN�If�1�+�M1N��
k68t'��ilirpi�tK�$87'O�i ei1'ii11�T Aii.�lMli�
, 16I1012005 16:69 7634988� RUSTYS PERC TESTING PAGE 02
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g0/1612065 16:09 7634988296 RUSTYS PERC TESTING PAGE 04
�ound Design Worksheet (Fo�flows up to 1200 gpd)
A�bared�e�nQ�muat be�rdered,the rasi rNN be cala�ared.
A. FLOW
Esqmated 750 �d(see tlg�A-1)
or meeowed x 1.5(sefely faceoc)= �gp0
B. SEP'TIC TANK LIQUIO VOLUMES
Sepdc tanic c�qadt�r 3000 gallons(aeo flgur�G1J
m � e �
rnmum wilh
eedroo►ns c •ty Ga�b. .ane urt
2 a less 750 1125 1500
3 cr 4 1000 1500 Z000
5 a 6 1500 2250 3pp0
7,e pr 9 Z000 3000 4000
C. SOILS(S�e erw�uelior►dets)
1. Deplh b�sbictlng layoer= 2 i�eet
2. Oeplh af peioolaion lerts= 12 inches
3. Teocbure lo�mm
4. Shc lo�d'rq ra�e(see Fiyue 0-33 0.6 gpol it�
Perooletlon rale 7 PI
5. %�ana s�ope �o �6
D. ROCK IAYER D�ENSIONS �
1. Mui�pq►a��ape deeign Aow(A�br 0.83 to obtain�equi�ed�ea of�adc laya:Ifem A x O.Q3=
750 �d x 0-83 f't�gpd= 6'22.5 1t�
2. De�eimine�k la�widtl� =0.8311�19Pd x l.inear R�e R)(see LLR d�ait)
0.831t21gpd x 1a = 10.0 ft
LLR ChMt
Pedc Rste I.L.R
<120 MPI �12
>=1Z0 MPI �=B
3. L�gth of rock layer=srea divided by widlh=
622.5 ft/ 10 Feet= 620 feet
E. ROCK VOLUME
1. Multlpyr iodc a�e by mck depth t�gei aibic feet of rodc
6?2.5 X 1 ft= 622.5 R'
2. Divide ft3 by 27 ft�lyd3 to get cubic yards
822.5 ft' 1 27 = 23.1 yd'
3. Multiply caibic yarda by 1.4�o got weight of ioGlc in tons;
23.1 yd3 X 1.4 EaVyd' = 32.3 mns
F. ABSORPTION WIdtH
1, ' widlh uals absorption ratb(see Figure D-33)tlmes rock layerr width
2 x 10.0 R - 20.0 !t
Page 1 of 6
16/10/2065 16:69 7634988290 RUSTYS PERC TESTING PAGE 05
G. MOUND SLOPE YVIOTH 3 LENGTH(c�r�br IAm 1�)
1. Do�slope ebeor{�on wbth=ab�o�pqan wldth minus rodc layer width
20 fieet - 10 feet= 10 �eel
_._�__,__
2. Cal�lale m0un0 size
UPSLOPE
a.ONern�lne d�th of dean send at upslope edge of rodc layer=3 feet minus dlstanoe to restrlctlng layer(C1)
3 ft - 2 it= 1 feet
b.Mound heipM at the upelupe edge of rodt layer=dep�d daen sar�d fot eepare�on IG2a)
�u�slopa edge Plus Gepth of rocic lay�er(1�oot)�depth of oover(1 Enot)
1 ft+1it+1 R= 3 feet
.�.
c.Upslope bsm mul�plier bseed on 18nd see flguna D�3�) .
Select bsnn m�tlpller of 286
d.Up,lope wldlh=beim nwlUpQer(02c)tlmmes up�Ope mound hei�AqG2b):
28B x 3 ft = 8.0 feet
_...._....._.__
DOVYNSLOPE
e.Orop in deva�tlon=rodc laye�wid�h(Q2j tlmes PerceM IandaloP,l�1 I 100 �
10 R x 10 96 1100= 1.0 feet
.�.....�
L Do�lape mowid height=depth of dean and�or sloQe OHFeienoe(G2e)
at downslops►ock edge pus the rtiound hdght at�e upelopa edge of nocic lay'a'CZb)
1.00 ft + 3 ft; 4.0 feet
g.Do�slope bom+mu�tlpNer based on peioe��t land'lope(aee Fipure D34) 6.67
h.Da�slope widlh=da�wnalape multlplier(G2s1 times�Ope mound he�haG2P1
6.67 x 4.0 = 26.0 feet
i.Selact gnee�er d G1 and G2h�the do+�nslope width 26.0 feet
j.7otal mound widlh Is�e sum o�up�lope(G2d)widtl�plus rodc layer widM(D2)ptus downsbpe width(G7)
9.0 R+ 10.0 ft+ 26.0 A= 45.0 feel
k.Tatal rtiound Ienglh is the sum of upslope w�lM�(G2d)plus rodc Isye�lenglh(D3)
plus uP�lope wl�h(G2d)
9.0 R + 62.0 ft+ 9.0 ft= 80.0 feet
Final Dimensions slope>196 45.0 ft x 80.0 ft
I hereby oa�tl(y that I have oompleted�his work in a000rd�wifh all ap�able admanoes,�ules and laws
��� (signature) 810 (lioense#) ���U G�(date�
P e2of6
10l10/2095 16:09 7634988299 RUSTYS PERC TESTING PAGE 66
� PRESSURE OISTRIBUTION SYSTEM
A�6acW►KbnOM�n+usf 0�seneise,tAe�saf aiY bs afwwNO.
1. Select num�c�perforated Is�erels: � �.�^^.k w•�. "
�.
. ��,
2. Salsd perFaadon apscing= 03 ft r......,.
Irrfi�q��n„�nKi�:i'�w
3. Sncs perfpapons ahould nd ba placed cloeet tAat 1 Foot to
ths edge d n�e ra��(ses diapram),sub�act 2 feec from
the rodc layar h
62 -2 fR= BO ft
4 De�ermine fhe number d specee betvreen perforatlone.
OiWe the Ionglh(3)by peAoreKion specin�(2)and raund down to neprost wrhol�number.
Perforotbo sPecin9= 80 R/ 3 it= 20
5. Number of perfore�iona is equel tc one pM►s the number d perfaertion apeoea(d).
'Ch�eok fpurs E-4 b assure the numDel of pertw�da�s per leGaral guerenl�08
<1pl6 d�a�e yarialiar►.
20 speoea+1 = 21 per�oreda�sllertael
��i M�ud�lNn+b�r of 1/I M�eh p�e/oraflo� E�Prrlbr�tlon Dpalr M�GPM
NMral�o �10%dhch� vsrrtlon Mions die�nete�
p�� faet N�cl�ae
gp/0�g 311 7/3't 1/4
Feet 1 �ch 1.25 inch 1.5 inch 2.0 inCh 1' 0.42 0.58 0.7I
Z.5 B 14 18 28 2° 0.59 0.60 1.04
8.0 8 13 17 Z8 5 0.9� 1:28 1.65
3.3 7 12 16 25 ` u..+.o bd�a wgl.wr+My non+as.
4.0 7 11 15 23 e.uM 2.0�.s b► e�..
5.0 6 10 14 22
a. a Ta.�rn,m�o��e�one=pertoraGons Per I�(5)times numbar d�ai.(��.
21 perfs/IOR x 3 led�als a 63 pertorellian:
B.Celculete the squ�e foctage pet perforation.
R�rn�re�r+dsa va�ue�6�t a sqwwpeA.ooe.nat appy to at-greae..
1. I�odc bed�ae=rc�ok width(it)x rodc len�h(ft)
10 (t x 82 ft= 62� 1'�
2. SQuero foot per perf�ation=Rock 9ed Arednumber d perfs(6)
620,0 � � 63 pe�is = 9.8 fl2l perf
7. Dete�mine roquirod fbw►de by mu�Qlyi�g Me totel number
of Pe�fa�i�a(8N bY flow per p�foratiais see figure E�b)
63 pelf8 x 0.74 gpm/pBffs= 46.6 8pm i
� . ., ..,. � „
; . ' ,.��„,,.
8. If late�als a�cannected to header pipe�shwun ; . . �
in FiBuro E-1,t0 6ei9Ci minimum required 18terel ! `"�•"' � � . �''`•
dismeter;enter figure E�with perForation spscing(2)end � ' �'"� ., ,.
.
�:
: ••••-
number d perforations p�bateral(5)- �ww..e.u rerea woaw a a.a d w�.�.�+
Select minimum diemeter fot parforat�d�= 2,0 inches
........... . .. . .. . . ,
9. IF perfordted 4'�teral system is attached to ma�Koid pipe �tio,=;,r�;�;� •.. .:
�ear the oent�r,Nke Figure E-2,perfora�ed leteral ler�th(3) � ,, , , , , .
and number of perforations per lateral(5)wdl be appraodmeteyrr . • �
one half d that in sbep e. Using these vek�e6,6ebC1 . • :.•,��'`-+._�,..,;, ,, :
minimum diiimeter for pertorated laleral= 1.25 inches. ' ' 1—� ., •
.
I hereby certiFy thet I heve compbted eh�work in accoMance with aA appliceble ordinanCes�rules and laws.
�1
•' �J ._... (gignature) 810 (lican�e ii) d .�j (date)
Pagetpfl
10/10/2005 16:09 7634988290 RUSTYS PERC TESTING PAGE 67
.� � . University of Minnesota Pump Selection proceduce . 1�2�I04
an boxed�mu���,�,ed,me�esc wui�e c�cu�e�ed.
1. o�+ennlne pumP aa�q►: s�`.w...
A c3�aWly D�i�ion ��
1.AAinimum►e4ui�ed dfs�ge is 10 gpm
2.Ma�dmum wggested discha�ge is,t5 gpm
Fot oiher eatab�ehmenb at least 109�greabe�fhan the waler
�DP�y��o�but no fa�er lhan Ihe rate at whk�eflluent w10 Aow �
out of the di�ribuVon dovice.
B, Pr�qura Olsbrlb�Mon.see P►�ure design worlpheet
so6 herarme�n�sy8iem
� ' horpe
��::�:��,��r�:�::
Pump Cyaclly; 47 ppm �ora ppe
ie�
Z. D�bf111i11�TO�M p�H��'pH� Inlet ' ' 2A.elevo!lon
A. qevebon ' dpe ;;� � ��re►e�ce
��dA�erenoe belween P�mD and Par�of discharge. i�I .. ...:... ' i
Ifaet ' i ...........................
B. Spedai head��(���-�I Head���
�„��Jfeat
He�d i�emenls
C. Fric�on lo�in�ppyr p� �� �
1. Selact ' P�sule OielribuGon 5ft
P�pe dian� ��
2 Enle�Fgune E-9 wAh�m(1A or 8)and PiPe diamelet(C1)
Read bid'ian loss in taet 100�eet fran Figure E-9 E�Frkflon Los�In Plsstk Pipe
Fric�ian loaa= 3.99 M 100 ft of p�
100 n
3-D�elamdne�I pipe le�glh�ram pun�di�char lo soil s n�al
9e Y�d�dte�ge point fbw Ra�e i e diame�er
��'��Pe�rt b p(pe lenglh fa 6ictlon bse in Altlnga. 1.5' 2.0' 3'
bmes 1.25=equi�elent plpe Id1gQ1 ,y .
57 ' R x 1.25= 71.25 feet • .. . ,. . .,�� '��`�•'•
-`--- .• �.' 3.73 � 1.11 0.18
�.. �:;�+;.'•: • • • :
4.Cak�ula�e lotel frictlon loss by nwl6pying iric6on loss C2 . .... • • �.7+���` �f6� '.'D.2$
tiy��t • ( ) •..�` 6.98 2.06 0.3
P�P��(C�a�d divide by 100. . � ' ..� 8.81 �?.�4 0.�
Fric:tion L.osa= 3.99 RI100R X 71.25 � / 100= 2.8 feet
45 11.07 3.28 0.48
D. Total head require�nent ia M�e wm of elevabion�I�oe IA)�sPeqal ��O 13.46 3.98 �.58
head requiremen�s(B),and toll�ll frictlon b9s(C�), � 4.76 0.7
� S.6 0.82
"8 , ft + ' � + - 3'=� � 6.48 0.95
Total Naed: 16.0 feel � 7.44 1.�
�_
3, Pump Selsctfon
1,A pump must be s���y���t 47 gpm(1A or B) .
wilh a!least 16.0 feet��I he�ed(2p,
��eb�►o�tl(�►Ihat I have�cmplebed U�is�orlc in aocordance v�tl1 aM�plicable ordinanoes,rules and laws.
` ��re) 810 (lioense#) '�(date)
Page 1 of 1
10/16/2995 16:09 7634988290 RUSTYS PERC TESTING PAGE 68
Lo�s of So118orina�
Lic�ns��810
Location or Projec� Trad D, R.L.S. NO. 1418 •
8orin�s nade by: Rusty Obon':Soil and P�rc tesli�g 6119103
Cl�ifloatlon Sysbm: MSHO ; U8DS�USOS�CS X ; Unlfiod : Otber
Au�er wed(ch�ck two):Hand X_,or Po�rar_,, Flight� Buak�t or Proba�X
6oring Num6er 1_surisoe ele+ra�tion_110.7 Moe�led sa�at Z.o feet
0"-12' Daric b�vwn loeun 10yr3�2 F�120 preaent at X ir�F►es
12"24'Br�n loem 10yrM4
24",30"Rusly brvwn Ioem 10yr5/4
30"�8'Rusty Mvwn dAy loe�m 10yt5/4
9orf�g Number 2 Su►faoe elevsa��iion^109.0 Mottled Soil et 2.1_feeR
a18"Dark brown loem 10yi3� FI20 preserit at X i�
18"-�6" Bmw�Icam to sarxy loam 10yM/4 ,
�38"Rusty brown loem to sar�dy la�m 10yr�J4
Boting Number 3 Surface Ek�vaHon 112_B McRtled Soil at 2.0 te�
a��asnc�se�dy� �oyr�rz Hzo��t x
12"24"&own s�ndy lo�m 10yr4/4
24'-36"Ruaty br�aMl serldy loem 1Q�Iral4 �
Boring Nixt�ber 4 Surfaoe elevaRion_111.7 MotOed Soil a�_1.6 feet
0$"Dsc1c b��Iv�n+ 10yr32 H20 preser�t at X
8"-�'B�own Ioem 10yr4/4
ZO"-36"Rusty Fxown lo�m to clay loam 10yr5/4
Boring Number 5 Su enr on 110.7_ Soil at 2.1_
0-14'Oarlc brvwn loam 10yr3R H20 preeeM at X
14"-�"Brown Ic�em 10yM/4
2E"�6"Rusty brown lo�m 10y�4
Baing Number 6 u ev on.�11 .8 � MotHed S I at 1.4 fee�t
0-12"Dark broMrn loam 10y�/2 H20 pre.�errt at_X
14"-16"Brown laam 10yr4/4
16"-36"Rusty bro�wn loam 10yr5/4
10/16/�905 16:09 7634988290 RUSTYS PERC TESTING PAGE 09
, , .
Percol�tlon Test Data Sheet
uc.�v8�o
pe�daaon test readings msde by; Rusty Olson's Penc.starting at 11:15 A.M. On 6/20/03
Location: Trac�D, R.L.S. NO. 1418
Hde number: 1
Dahe hole w�s p�parad:6/19/03
Depth of hole ba�ttan^12"inches, Dlarr�of hole 6"_I�ches.
Soil data from t�st hole:
Depth, ir�ches Svil textune
0-12" Dark brown lo�m 10yr3/2
Melfpd of s�xat�lin8 side w�l: Knife
Oeplh af granrel in bal�om of hde 2 inches:
D�te and hour of i�atial v�fllling BJ19/03 At 1:00 P.M, dopth aF Inw�weter fllling 12 inchas
" above hde bottort�.
Method uoed to mairrtain aR lesst 12 inchea oT water depth i�hde for at le�st 4 tau�s Automatic Slphon
Maocimum�depth abovs hole boliotn dutinp�ts 6 irx�es
Time it�e in HZO e
11: 11:59 6" 3.5 .6
12:08 12:36 6" 3.3 9.1
12:37 1:07 8" 3.2 9.4
A E P C.
10/�0/2605 16:09 7634988296 RUSTYS PERC TESTING PAGE 10
. ,
Peroolation Test Deta Sheet
Lic.*810
peroolaticn test re�ng�s mac�e by: Rusty Olson's Porc. starting at 11:15 A.M. On 6I20/03
LacaAion: Tract D, R.L.S. N�. 1418
Hole nur�ber: 2
Oa�e hale vaas pnep�+ed:BJ19/03
Depth of twll�bottom_12"_i�d�es. aameter o�f hole B"_i�.
Soil dsta from te�t�ole:
De��inches Soil texh�ne
a�r oa��+o�m a��oyr�
Men,oa a s«�tchir�g side w�l�: w�ife
peptt�at�avel in bottom ot hole 2 inches:
p�be and hour af iNtlal water fllling Q�M 8/03 At 1:00 P.M. dep�th at initisl water fillir� 12 Inches
abovo hole bottom.
Melt�od used to mvi�dn at least 12 inches of vw�ar depth in ho�for aR le�st 4 hours Automatic Siphon
MeodnNxrt wder depth sbo�vs hde t�altw'n duing�sts 6 inches
me ms h m ate
1 . 1 . 5. 5.4
12:05 12:35 8" 5.5 5.4
12:38 1:06 8" 5.5 5.4
.4
1�9110/2065 16:09 7634988290 RUSTYS PERC TESTING PAGE 11
Pe�odation Test�ata Shee�
Lic.*810
Peroolation test►+eadings made b�►: Rusty Olso�'s Perc. starting at 11:15 A.M. On 6/20/03
Locatlon: Tract D, R.L.S. N0. 1418
Hde rxxnber: 3
Date hole w�s p�epar�ed:B/18/03
Depth of h01e bOt60fn_12'�incltes, Diamgter Of hole 6"_inCh9S.
Soll data F1om te�t hols:
Dspth. inches � Soii texture
a1x' Dark b�bsim 10yr3/2
Mefltod�scratd�ittg side well: ICnife
pepth vf gravel in bottorn af hole 2 inches:
Dabe and hour of ir�ttiel water fllling 8✓19103 At 1:00 P.M. depth of initisl w�ter fiiling 12 inc�es
abo�ve hde baltom.
Mdhod used to maiMain at(e�st 12 inches of v�depth In hde for at least 4 hours Automatic Siphon
Nlsudrtx�n water deplh abdve hole bottom during�s 81ncl�es
me ime �n HZO
11:31 12:01 8" 5.5 5.4
12:04 12:34 6" 5.5 5.4
12:39 1:09 6" 5.5 5.4
A RAG 5-4 t
1•a/•10/�065 16:69 7634988290 RUSTYS PERC TESTING PAGE 12
� � .
� Pervoladon T�t Deta Sheet
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Peroolation te�teadings made by: Rusy Olson's Perc. starting at 11:15 A.M. On 8/20V03
I.,ocaRior►: Trat:t D, R.L.S. NO. 1418
Hde nurr�ber.4
Ds�e hole w�s pr�ep�r�d:BJ19�1'03
Depti�of Iwls botbom_92'�inct�es, Diarneler of hole G"_Ind�es.
SOiI di�'11 from teet hde:
Oepth, f�c.hes Soil teutur�e
0-8" Dsrlt bi+oMm 1o�m 10y�3/'!
8"-12' Brow�loam 10yM/4
Methvd af ac�inp�icb w�ll: Knlfe
�epth of gravel in bottom of hole 2 Inct�es:
Dete and hau d initiwl vw�fer tllling 6NeV03 At 1:00 P.M. dep�h of Initial v�e�er filling 121ncttes
abwe hde bdtom. .
MeANod uoed to malr�tsin st least 12 inc,��es of w�e�er depth In Fale for at I�ast 4 hours Automa�c Siphvn
MeoclnNxn w�er dsplh ebove fwle bottom dtxi��eats 6 i�
me �me n
11: 1 . -3 •
12:03 12:33 8" 4.2 7.2
12:40 1:1� �' 4.1 �.3
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CITY OF ORONO CALLED IN �O a''�
INSPECTION NO���a�,� SCHEDULED a/ /%�
PERMIT NO. /v COMPLETED 1J7'�,� �
ADDRESS /�ka S�� �� �
OWNER CONTR. /✓"K���
TELEPHONE NO. 7�3 a�� �i/
� DESCRIPTION �OLCS'c� ��
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site•
Inspector. _ �
White Copyllnspector's File Canary CopylSlte Notice
� �/�� TIME �
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR n CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours irt advance. �95Z� Z49-4600
Owner/Contractor on site:
Inspector._t�,,,��`����
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION L�OTICE SCHEDULED
PERMIT NO.�O�� �� COMPLETED � ��f�I"OS
ADDRESS � S�� S� x�"� � N
OWNER 7�C f�2f'�I°��C'1� CONTR. �A�r/_S��/^
TELEPHONE N0.
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI �EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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W� ,�S WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑\CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-46��
Owner/Contractor on site:
Inspector. �..�
White Copyllnspector's File Canary CopylSite Notice