HomeMy WebLinkAbout2005-P09108 - new septic PERMIT
CITY OF O1RON0
2750 Kelley Parkway- PO Box 66 Permit Number: P09108
Crystal Bay, Minnesota 55323 Permit Type:
(952)249-4600 Septic
Date Issued: 8/29/2005
SITE ADDRESS: 2550 Sixth Ave N Unit#
Long Lake,MN 55356
P��� 28-118-23-41-0005
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Pemvt Type: Septic Permit Sub-type(s): New Sepric System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pemut Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Oak Grove Sewer&Water Co. OWNER: Ed&Tess Rice
P.O.Box 459 2550 Sixth Ave N
St.Francis,MN 55070 Long Lake,MN 55356
THE LJNDERSIGNED 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.
APP CANT PE TEE SIGNA ISSLIED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthiy Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
AUG-23-2005 02:13P FROM: T0:9522494616 P:2�4
��..Q�Q 8�ar-� ,
• ' �`�L'�f(i �
,�j�-o�
CITY OF ORONO SFPTIC SYSTEM PERMTf APPLICATION
Bnx 66 (2750 Kcllcy Parkway)
Crystal$a�, Mn 55323
ao8 sY�•�; auuK�ss� 5� C�� . ►2:d . b
Uccupancy Typc: 12csidcntial_� Cummerciat Uthcr _
Permit Type: New or Repl�ccmcnt System �100.00 �� �
Rcpair Fxisting System S SU.UU
(T�nkti ur nrainficld)
�0.50 Statc surcharge added to above fees
* See fee s�hcdulc for non-residcntiai permit fees
Uwncr'sHamc: p��(WS(�C,� Q�I,t.r��{':5, �i21 - PhuacNumbcr: '7(P1j ' �]Cjj- 'lj��'!yJ
Mailing Address:l3��. C.v,�.=s�w� nY. .s:��k ��.�3 city: o��r� Zip: 5�,:=�L�-t
Cuntractor's Name:�G.l� C-►vuv�P ,�vY,�.Y� WQtzd/��,lnp6one Number: '1�c3 -153-3L�•Z
MailinK Address:{�.�. I�D.X "�5�1 � Cii.y:cSt•f=rr.���L�5'Lip: 55p� �1
*** llU NUT MA1L PAYMENT WTT�THIS.�'PLiCAT[ON***
(:F N F:RA1.INSTRUCTiQNS
I. Applica�.ions for scptic sysT.cm permits may be mailed or subrruttcd in person at the City
Oflices; howcvcr, Pcrmits will nul bc inbilcd �ut_ Thc permit musl bC pickcd up in person
at che City Officcs and work must not begin unlcss thc permit card is on the job sitc.
Z. Permitti will b�i�suud only t�contraC[ors holding a Minnesota I'�Ilu�ion Conl.rol
Agency(MPC:A)Septic System Tnstall�yrs License.
3. AlI work musl bc donc in acc;urcianc;�with the approvcd scplic syslom ci�:tiign, f�esign reporis
aKe not eonsidered approved unless accvmpanied by the "City of Orono Se�tic Systcm
Appruval"covcr shccl signed by the City Inspcctor.
4. The follawing inspections will bc rcquired fvr�ill septic sy�tems:
A. Pre-installatioa sitc inspection to include inspcctor,iaslall<,7,and general co�nuactor.
B, T�ank instull��tivn pric�r ta coverin�.
C. Drainficld ttcncb i.nstallat.iun prinr to c�vering. For mounds,inspection is rcquircd a�.er
rc�u�;h up bul prior lo sand placement (sand will bc ja,r t.eylc;ci for silt content),and a�a.i.n
during presyure dishibuti�n Piping installati�n in the r�ck bed.
D. Fina] inspection to vcrify pruper final cover depths and to vcrify that al1 purt�p stations
(where required)camp�nents arc lianc�i�n�il and comply with codc5.
5. lndividual holding MPCA Installcrs Liconse shall be present dwing all inspcctions. A Z4-hour
notice is required for aU inspcctiuns.
NOTF: A.pplieaa�.t must initial all spa.ees. Hill in all approp�iate blanks and check all appropriate
AUG-23-2095 02:14P FROM: T0:9522494616 P:3�4
b�xcs.
_, r _ i. I hav�rc:aciv�d a c�py of thc syst�:m dwi�n inoluding lhc City c�f Umne Scptic
Syslcm Appmval Cover Sheet.
2. T will ba in4t311'tng thc f�llowing: ��BY��f,1'oA!
A. Taaks: , � Precast C:oncrete Othcr Ma�ufactun,z PIGf�i�'3'!�
Tank Capacities: I) l 3�0 �al. 2) � 3Ta1 3), �3�0 gal���,�
B. Pump Station(if required)
Pwnp make&modcl (�e�,4L� Q�i„�� _ (attach ump cwvc&
literature); cystcm dcsibm n;cluire� �J'7 _., gpm at a� fcct of hcad.
High walcr al�rm make&model �m g•yr,��„ , . Qutside
elecaical work to be coinplc�ed by ... ._._installer��electrician ochcr.
C. Treatment System:
Trcnchc3: s.f. � Mound
Depth uf rvck bel�w pipe " Roc bcd dimenxicm��' x �o a'
_ .Dro�p Box�s Sand bed dim,cinsions�'x�'
Disl.ribution 13�x Pressurc Dist.Pip�;lliam. � "
Manifuld �'ipe Diam. '. "
D. Final Cuvcr/Tupsuil to be: bormw�xi fre�m site
(sh�w lc�cation on sitc plan)
�i truckcd in
Thc u�dcrsigacd hcrcby applies to t�e Cily oCOrono f�r i5suance�f a septic syslcm inbt�llation permit,
agrees ta do ali work in strict accordance with ordinanccs of the City and the regulations of the State
uf Minncsota,and ceRifioa that all statcmcnts mradc un thi,applicacien arc complct.�;,lru�smcic:orrec[.
r
Sipna�ur�:ofApplica.nt ��y� `^- �, _ Datc;:�.Z !)5
r�
MPCA License No. .... .��0�`� , . � � G—(��v� 5P_�.rJ��
Resef Form �/�� �A T2S� C8 , ='ll�.
�� 3 - � 5 3- 3�v�
Staff Rcview: Approvsl Denissl �
Reviewer: " I/�:��.C, �� D�te• � ' o��'O�
Reason for Denisl:
r
� . ' C �` ��l CO ���
Rusty Olson's--Soil and Percolation
Testing
Joseph J. Olson--MPCA License#810
11481 Riverview Rd. NE, Hanover, MN 55341
(763) 498-8779 Fax (763) 498-8290
June 29,2005 �
Pinewski Builders
Lot 4,Block 1 Willow Run
Orono,Hennepin County
This on-site Sewage Treatment System is designed for a Type l,five-bedroom home in accordance with the Minnesota
Pollution Control Agency Chapter 7080 and loca]ordinances.
The seasonally saturated soils were located at 16"-18"(mottled soiO. Due to seasonally saturated soils,a pressurized
Mound System wi(1 need to be installed to treat septic eftluent. The bottom of the treatment area must be located at
least 3'above the saturated soils.
The soils at a depth of 12"have a percolation rate averaging 10 MPI.
All neighboring wells are located greater than 100'away from proposed Veatment area.
A pumping chamber will need to be installed to lift the ef�luent to the treatment area. The power supply and Switches
must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be
installed with light and souttd devices;this is in case of a pump failure.The manifold and supply line must have back
drainage to the pumping chamber. "I'he distribution pipes shall have their ends capped. Be sure the rock and sand fill
materials are clean. The sod layer below the entire mounded area must be tumed over,just break up the sod and be
sure not to over work.
Keep all heaw equipment off'of the proposed treatment areas before,durine and after construction. The area
around both sites must be fenced off bv the contractor before anv construction beeins.This DesiEn is not valid
and t6e Svstem will need to be relocated if failure to protect the areas proaosed for On-Site Sewage Treatment
occurs.
With proper installation and maintenance,this system should have no problem in treating septic eftluent effectively.
Nothing other than gray waCer,(laundry,showers,etc.) Human water and toilet tissue should be disposed of into the
septic tanks. Garbage disposals are not recommended. Additives must not be used;they may cause harmful damage to
your septic system. It is recommended that you pump the tank every year for 1 tank, every two years for two tanks.
Sincercly,
/
,. _.-
%�� C�'#"ll"i'�P fi�R0�14
� Joseph J.Olson ��P�Y �►���
� �1�4SP�Ct'Q��, ��.�+.���
�1ATB 'a- � �RMi?1+�.
�aa�wt e��
�►rr�eovsu r�car�c�nd�ar�r�p�
�Q't AMRWBD�CORRAC!'i 1R�ifll3#'i
1'Meae+�asw�e►�t�tr�lefiraa�. A��oork+t�#tdelMt
!�!i��s�lq�wh►�i!�c�l�M�p1k wd sa�io�ca3�.
1EeqekNanest�i�a�dMs iNilr nw�peailMilq�t ia dds avi�.
�i6ii�'�N,AM Y?�i�A�Al�i�iB�
, —
' �/. 77'
�
.. i �
o Z
x
0
�
w
» �
A �'
� p
s
K N� -
r � � �� �
� ` �� � ,at �tf\ � -`"
� S9 : �
m �' �
K � ' � '
n �t� , �
N *
0 � 1 \ ��.�� . � �•
? � l Y' 6+\
G 9�� \ v� \ / �,
` � ,
� � � %
� w �+�� �.'
J k
� •YO � .
K
� �
w g ��� _
w J
�� @. � -
0� � � o�'
O i� �� o
!S � � W
� � , � i
r/ �, w 9S� .
0
ao� a � . k +
� g � v�
� � � t
� 8 l.
�n S �
n � N � � �
a ,� t� a ,
r � ��= �, r vt
t �
K�Q � c� �
m � .
t- ? • s�
a � . �, ��d
� ; �
� ���
� � � . � �
�Q� � �9 � �
���i . t yr, � �
Z
� o
C
v � � �
9 � Z �
d � � �
c. � . � �
O °
g� Z
��
� � .
�
�
�o
, J . � �
�� � ��� ��a
� ��. � - � � �
a � �,� -°� � .� �_
s �� � .
�� � � a
� �
_ -r� ,� � � .
�
. � �� � � . , .
�1 �� � ��� � � � - � .
� w . -
�� � �,� . � .
� � .
�� _� � � .
� � � �
-�� $� - - . .
- � �� " .
� � .�� �. - .
. � � �� - �
� � � �� � � _
� � . �.
�
_ • � � - � � �, .
� �� . . �
� � � �� � -
r . � N �
.� .� + y
� o�
� �� �
y t .�1 q. �
� , �� • • - -~ �� p �, - . �`
r � - � yu
� ' � �� . 1� - - .�i
$ � ,� 4 . � -
� � � � o
z ��� � � - -
� —
� � » � � . " � � � -
►� � � a � �� - �� �-�. r
z � �`1� �'� ��
. , � ��� �
� �� � � .
.
� �� a ��
� o�� � -
� v � �� � �
� ��� _ _
N s
�� =� � - . � w
:�,� �� � � �_
� b � $ - r .
;. � � o � . � :
� 4 . r �
• • • w
� . � ��� - .
:
� � �� . •
J � � � • .
��O � . ' ' .
� ' �
�
� �i � � � •
� • ���� . ,
' ����� � - -
• �� ,� ����� �
� s � • � • �
�` t� . ��s+ Y tj �
� �
� �
� , Univ�rsity of Minnesota Mound Design Worksheet - 10/25/04
All boxed rec�angles mUst be entered,the rest will be calculated.
o�:..=
aewuoe
A. Estimated FI 750 gpd(Fig.A-1) TR.��.c�+*
PROORAM
m ewage ows m
Number of Class
Bedrooms I II III IV
2 300 225 180 60°�of
3 `: 450 ` ` - .300 ,',2�8 the
4 600 375 256 values
'S; 750 ,; .. _ :'450 . �94 , in the
6 900 525 332 Class I,
.: � _ ����� , � � ;370 II or II
8 1200 675 408 columns
B. Minimum Se{�ic Tank Capac
S�tic tank c�acity 2250 gallons Number of tanks/compartments �0
Effluent filter(yes/no) es
C-1 Minimum 'c Tank C in Gallons
Numbe�of Minimum � ap�� � � *GD=garbage disposal
Bedrooms C GDx u in basement** Must have multiple tanks or canpartments
2�leesss 750 1125 1500 *' Must have multiple tanks,compartrnents
;�.��`� . ��'.. '��� ` '� � ', '?��.� or effluent scx�een
5 or 6 r 1500 2250 3000 •
�:: '2Q�., ,R�. . � ":�'�
C. SOILS(SSite evaluafron data) D-33 Abso 'on Width Sizin Table
1. Depth to restricting layer �5�feet Perc Rate
mpi Sal Texture Loading Rate Absorpbon
2. Texture lo�n Ratio
Coarse sand,Loamy
3. Loading rate(see Fig D-33) 0.60 9Pd/� <5 sand,Med�d Fine 1.20 1.00
sand
4. Absorption Ra60(Fig D-33J ��'► F��tt�" =' � ':'0.79 :�1.� ;
16-30 Loam . 0.60 2.00
5. Percolationratei�avaiiawe MPI F ;�� �AD
:.�::� .���.�. -_"�r.;. ::�.': i i . . ��
46-60 Clay loam(CL),Silty 0.45 2.67
6. °�Slope 0°r6 or Sandy CL
61 �ZO �i`�t San�jr = 034� �: �5 �
���
>120*
ust o er or ormance.
0. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer: Item A x 0.83=
750 gpd x 0.83 ft2/gpd 622.5 ftz LLR Chart
2. Determine rock layer width =0.83 ft/gpd x Linear Loading Rate(LLR)(see LLR chart) Perk Rate LLR
0.83 ft�/gpd x 12 = 10.0 ft <120 MPI <=12
3. Length of rock layer=area divided by width= >=120 MPIt <=6
622.5 � � 10 ft = 63.0 ft *or other limited soil conditions
E. ROCK VOLUME
1. Mulfiply rock area by rock depth to get cubic feet of rock
622.5 X 1 ft = 622.5 ft3
2. Divide ft3 by 27 ft/yd�to get cubic yards
622.5 ft3 / 27 = 23.1 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
23.1 yd3 X 1.4 ton/yd3 = 32.3 tons
4. Add in 10%extra for constructability= 1.1 x 32.3 = 35.5 tons
. MOIIND SLOPE WIDTH&LENGTH(Greater than 1%)
F. ABSORPTION WIbTH
Absorption width equals absorp6on ratio(C4)6mes rock layer width(D2)
2 x 10.0 ft = 20.0 ft
G.
1. Downslc�pe absorption width=absorption width(F)minus rock layer width(D2) D-34 Slope Multiplier Table
20 ft - 10 ft = 10 ft Land
Slope Upslope Downsbpe
2. C�culate mound size in 96 muttipliers multipliers
UPSLOPE 3:1 4:1 3:1 4:1
a.Detertnine depth of clean sand at upslope edge of rock layer 0 3.00 4.00 3.00 4.00
=3 feet minus distance to restricting layer(C1) 1. 291 3.85 3A9; 4:1Z
3 ft - 1.5 ft= 1.5 ft 2 2.83 3.70 3.19 4.35
. ,� ::�.�'b "=3.Sx 3�Ci�; ����' ..
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a) 4 2.68 3.45 3.41 4.76
at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot) .� u „, � r� k
1.5 ft+1ft+1 ft= 3.5 ft 6 2.54 3.23 3.66 526
��t�tii7( i....a. �.�� �k f
c.Upsbpe be�m multiplier based on land slope(see figwe D-34) 3.57 8 X2.42 3.03 3.95 5.88
„ . •
�'�� ., ,_ '��94 4'��T' ��'��S'.
d.Upslope width=berm multiplier(G2c)tirt�es upslope mound height(G2b): 10 2.31 2.86 4.29 6.67
3.57 x 3.5 ft = 12.0 ft � �
�� �': .2.7$ +��; �4<.
12 221 2.70 4.69 q7.69
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100
10 ft x 3 �6 /100= 0.3 ft
f.Downslope mound height=depth of dean sand for slope difference(G2e)
at doammslope rock edge plus tl�e mound height at the upslope edge of rock layer(2b)
0.3 ft + 3.5 ft = 3.8 ft
g.Downslc�pe benn multiplier based on percent land slope(see Figure D-34) 4.54
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2�
4.54 x 3.8 = 17.0 ft
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2h)
12.0 ft+ 10.0 ft + 17.0 ft = 39.0 ft
k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)
plus upslope width(G2d)
12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft
Final Dimensions slo >1% 39.0 ft x 87.0 ft
I hereby c rtify that I have completed this work in accordance with all applicable ordinances,rules and laws
(Signature) �'/J (License#) � � �<- (date)
� . University of Minnesota Pressure Distribution System Design - 10/25/04
AN bo.red redangles rmist bd entered,fhe�est will be celculahd.
O�ta
se�».�.e
1. Seled number of perforated laterals: 0 T""`TM�
►wo�ww�
2. Selecc;t perforation spacing= Oft
„�.. .��,
3. Sinoe perforations should not be placed Goser that 1 foot to
tyh�e e�dyge of the r^o�dc layer(see diagram),subtrad 2 feet from '"`."�""'- •"'
llle�lM��'�.�� �l..f.o.�k
62 -2ft= 60 ft �•�t�.. .y,,.�F--��.-
R f•Y�.��nK 1.5•_S•
4. Detertnine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 60 ft/ 3 ft= 20
5. Seled perforation size 1/4 inch
6. Number of peAorations is equal to one plus the number of perforation spaces(4).
`Gieck figure E-4 to assure the number of periwations per latere/guarenNses
<104G dische�ge valietion.
2p space$+1 = 21 perforations/lateral '
E•t �n Number of 1/4 tnch perforallons E-6 Maxlmwn Number of 3116 inch perforaHons
��� ��<10X dlsc va�on labsral to uara�ee<107G discha variatlon
Perforatan
Spaang Pipe Diameder Spaang Pipe Diameter
ft 1 inch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1.25 inch 1.5 inch 2.0 inch
2.5 8 14 18 28 2.5 12 19 25 39
�r .F�.. . �+�:fir�.�' , . ;'��f�,+,���,.�Y-�;_. R�T'u''.,�.
3.3 7 12 16 25 3.3 10 17 23 36
�-,:
.�:�� ;a� ���::. "+E .� �"�.'r z.� .^� �'�-
,�,,..� �_:��.. .
5.0 6 10 14 22 5 9 15 20 � 31
7. A.Total number of perforations=perforations per lateral(5)times number of laterals(1).
2i perfsl lat x 3 laterals= 63 perforations
B.Ca�ulate the square footage per perforation.
Reoumn�►ded value is fr10 sqNperf.Does not appy to at-grades.
1. Rodc bed area=rodc width(R)x rock length(R)
10 R x 62 ft= 620 ft
2. Square foot per pertoration=Rodc Bed Area/number of perfs(6)
620.0 ft/ 63 perfs = 9.8 it�/perf
8. D�i�required flow rate by mulapying the total number
of perforations(6A)by flow per perforations see figure E�)
63 perfs x 0.74 gpm/pe►is= 46.6 gpm
E�Perforatlon Dkc In GPM
Head Perforations diameter
feet inches
3/16 7/32 1/4
1 0.42 0.56 0.74
�!�!'�:;�g .�v��'��. j:04
5 0.94 1.26 1.65
a. use t.o toot far sM�gle-famly tames.
b.Use 2.0 feet for . else _ �
,���, ,.,
9. Detertnine Minimum Pipe Size � ' . ".
A. Manifold on End. If laterals are conneded to header pipe ,, .. , ,,
as shown in Figure E-1,to seled minimum required lateral �..E-,:M���a E„���.�.,�,
diameter,enter figure E-4 or E-5 with perforation spacing and
number of perforations per late�al.Select minimum diameter
for perforated laterals= 2.0 inches
------ ___..-- - - - - ___ _
B. CeMer Manffold. If perforated lateral system is attached to �E-�;;,;;�;� '
manifold pipe near the center,like Fgure E-2,perforated lateral length(3) M ,,, _ '
and number of perforations per lateral(5)will be approximately '
one half of thffi in step A. Using these values,select -
minimum diameter for perforated lateral= 1.5 inches - Z_� �'�
I hereby ify that I have completed this work in accordance with all applicable ordinances,rules and laws.
(signature) 810 (license#) 6/29/2005 (date)
� , University of Minnesota Pump Selection Procedure - 10/25/04
All boxed rectangfes must be entered,the rest witl be calculated.
ows�Te
1. Detertnine pump capacity: T��;,�r
A Gravity Distribution P�
1.Minimum required discharge is 10 gpm
2.Mapmum suggested discharge is 45 gpm
For other establishments at least 10%greater tl�an the water
suppty rate,but no faster than the rate at which effluent will flow
out of tl�e distribution device.
B. Pressure Distribution-see pressure design worksheet Sou t��t�,r 5v5r�
&poiM of discharge
7k7('.4t:`.::1.::1.
Selected Pump Capacity: 47 gpm forai�pe
lengt
2A.elevatlon
Inlet �• ` dlfierence
2. Determine Total Dynamic Nead(TDH) p�c�e ;; ;
E� _ 1
A. Elew�on dilFerence betw�een pump and pant of discharge• ;!r....... .-- -- -- ;
15 feet « = --------------------------- ------
g. Sped�head requirement?(See F'►gur�-Special Head Requi�ments)
�5 feet Special Head Requirements
Gravity Distribution OPt
C. Fric�ion bss in supply pipe Pressure Distributi� 5R
1. Sdect pipe di�neter �in
2. En6er Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read fri�a�I�s in feet 100 feet from Figure E-9 E-9 Friction Loss in Pl�tic Pipe
Frx�ion bss= 3.99 ft/100 ft of pipe 100 ft
nomina�
3.De�mine total pipe length from pump discharge to sal system discharge point. Flow Rate �i e diameter
Estimabe by adding 25 percent to pipe lengih for fiiction loss in fittings. 1.5' 20' 3"
fimes 1.25=equivalent pipe length
120 ft x 1.25= 150 feet 25 3.73 1.11 0.16
,�. , ;t �,f;.
f;:
4.Ca�ulate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.3
^ �� F:
by 1he equivalent pipe length(C3)and divide by 100. ' `�+�� j '. � _ � �, �.,;� `� ,
Fricbon Loss= 3.99 ft/100ft X 150 ft / 100= 6.0 feet 45 11.07 3.28 0.48
A: 7 M
�'y'�� 5� � ���'
D. Tot�head requirement is the sum of elevation difference(A),special 55 4.76 0.7
head r�uirements(B),and total friction loss(C4). 60 . 5$ 0;82
15 ft + 5 ft + 6.0 ft 65 6.48 0.95
70 7.44 l.09
Total Head: 26.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 47 gpm(1A or B)
with at least 26.0 feet of total head(2D).
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
(signature) 810 (license#) (��� •�'���v-S (date)
Page 1 of 1
Lo�ts of Soil Borin�ts
License#810
Location or Project: Lot 4, Block 1 Willow Run
Borings made by: Rusty Olson's Soil and Perc testing 6113/2005
Class�cation System: AASHO ; USDS-USDS-SCS X ; Unifed ; Other
Auger used (check two): Hand_X ,or Power , Flight, Bucket or Probe_X_
Boring Number_1_Surface elevation_102.1_ Mottled Soil at_1.3_feet
0"-8"Dark brown loam 10yr3/2 H20 present at_X_
8"-16"Brown loam to clay loam 10yr4/4
16"-30"Rusty brown loam 10yr5/4
Boring Number_2_Surface elevation_102.1_ Mottled Soil at_1.3_feet
0-8"Dark brown loam 10yr3/2 H20 present at_X_
8"-16" Brown loam to clay loam 10yr4/4
16"-30"Rusty brown loam 10yr5/4
Boring Number_3_Surface Elevation_102.3_ Mottled Soil at_1.5_feet
0-12"Dark brown loam 10yr3/2 H20 present at_X_
12"-18"Brown loam to clay loam 10yr�4/4
18"-30" Rusty brown loam 10yr5/4
Boring Number 4_ Surface elevation_102.3_ Mottled Soil at_1.5_feet
0-18"Dar1c brown loam 10yr3/2 H20 present at_X_
18"-28" Rusty brown sandy loam 10yr4/4
28"-30" Rusty brown loam 10yr5/4
Boring Number 5_Surface elevation_101.6_ Mottled Soil at_1.3_feet
0-12" Dar1c brown loam 10yr3/2 H20 present at X_
12"-16"Brown loam to clay loam 10yr4/4
16"-30" Rusty brown loam 10yr5/4
Boring Number 6_SurFace elevation_101.8_ Mottled Soil at_1.3_feet
0-16" Dark brown loam 10yr3/2 H20 present at_X_
16"-22" Rusty brown clat loam 10yr4/4
22"-30" Rusty olive brown clay loam 2.5y5/4
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 06/14/05
Location: Lot 4, Block 1 Willow Run
Hole number: 1
Date hole was prepared: 06/13/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole: '
Depth, inches Soil texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam to clay loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 0613/05 At 9:00 A.M. depth of initial water filling 12 inches
above hofe bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
10:00 10:30 6" 3.5 8.5
10:37 11:07 6" 3.4 8.8
11:08 11:38 6" 3.4 8.8
AVERAGE PERC. RATE 8.6 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 06/14/05
Location: Lot 4, Block 1 Willow Run
Hole number: 2 �
Date hote was prepared: 06/13/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water fllling 0613/05 At 9:00 A.M. depth of initial wate�filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
10:01 10:31 6" 3.2 9.4
10:36 11:06 6" 3.1 9.7
11:09 11:39 6" 3.1 9.7
AVERAGE PERC. RATE 9.5 MPI
. •
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:50. A.M. On 06/14/05
Location:
Hole number: 3 Lot 4, Block 1 Willow Run
Date hole was prepared: 06/13/05
Depth of hole bottom_12"_inches, Diameter of hole 6"_inches.
Soil data from test hole: u
Depth, inches Soil texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 0613/05 At 9:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
10:02 10:32 6" 2.8 10.7
10:35 11:05 6" 2.7 11.1
11:10 11:40 6" 2.6 11.5
AVERAGE PERC. RATE 11.1 MPI
' , .
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusry Olson's Perc. starting at 9:50. A.M. On 06/14/05
Location: Lot 4, Block 1 Willow Run
Hole number: 4
Date hole was prepared: 06/13/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole: �
Depth, inches Soil texture
p_�2�� Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 0613/05 At 9:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
10:03 10:33 6" 3.0 10.0
10:34 11:04 6" 3.0 10.0
11:11 11:41 6" 3.0 10.0
AVERAGE PERC. RATE 10.0 MPI
IJ���/� O�� D TE TIME "
CITY OF ORONO CALLED IN �����
INSPECTION N ICE SCHEDULED /d 2 �
PERMIT NO. O COMPLETED �.� ��-
ADDRESS �5D 5��� �,/V
OWNER CONTR.�.,�U/`N�l/`P S �
TELEPHONE NO. �la 9�da �3�0�O
� DESCRIPTION �n'���'H(" �- v�
l� 01 FOOTING 11 MEC ICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y �
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
� 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 MEET YOU:_YES_NO
h COMMENTS:
�
W
a
o � . S�=� '��'p• �,�,2 � �— 1 C1���c�
� ��'c�n� Tt7 I� ?'� �-�� �c ef'
� I� �C�4CP �cYSf-- �/�- fp�ii
°� � �' �I� � �,J �-�fi► 7 C(��
Q
�
2
W
�
W
�
�
�
d
W��ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
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) 249-46��
Owner/Contractor or�sitej �
Inspector. ��/
White Copyllnspector's File Canary CopylSite Notice
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NQTICE SCHEDULED
PERMIT NO. C�'Da �D COMPLETED f �� � o?'3�
ADDRESS o�5�� � � `l �� �
OWNER CONTR. rn.o��$rC_'
TELEPHONE NO.
� DESCRIPTION �ti�}�► r�� — �� SC-'�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WA�L BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
Q 07 DEMO-FINAL �SEPTIC INSTALL. 'i Wti�S 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
�
W
a
o �3 -- � 3 .�c� CrA 1 � "►�1�'�.c rc�
� ��"� i3 P�� s o.�J
0
�
W = i
� `/� t"1 /`� �l�( `� ���
Q
�
� ��s s�`Z' �I/l�C' ��e�c!'CC� `���rc�C Lq 'r
� SC.� f '�`r'ia�'-� `%c7� C� �'�"
a
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR W{LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContra� on s' e:
Inspector. � �-S
White Copyllnspector's File Canary CopylSite Notice
Gv![.Ll�
CITY OF ORONO CALLED IN I�A�/ v,/ TIM
J
INSPECTION N TICE SCHEDULED ���� ��-3�
PERMIT NO. D 9.� .3 COMPLETED
ADDRESS aSSO oS�( r��-C
OWNER CONTR. Dti��� �/��
TELEPHONENO. ��a ��a 736� ��'
� DESCRIPTION F-o� �;� "�-C�� ��
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
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 O6 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 PIUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACT R O MEET YOU:_YES_NO
� j
� COMMENTS:3 /3 S(� /,�1 ����n� ����' .�r��
� 1�.�'�.�.a
� � . ,�► �A�— �iv,.c
0
'' � �i
�
0
�
W ��►l� D� 5-�- -
�
Q
� .4 ��-C�ti� -�e �5.-� �SP�
z
� �'���,�,r� <� v
�
�
a /�/
W� ,�f WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
W IO CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CANDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR W4LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
Owner/Contractor on site:
Inspector. / � ,, �
White Copylinspector's File Canary Copy/Site Notice