HomeMy WebLinkAbout2002-P05752 - new septic system C�T�`OF R N PERMIT
� � � Permit Number:
2750 Kelley Parkway- PO Box 66 ros�s2
Crystal Bay, Minnesota 55323 Permit Type: sepn�
(952) 249-4600 Date Issued: ioi23�2o02
SITE ADDRESS: 575 Kokesh Farm Rd
Maple Plain,MN 55359
PID: 31-118-23-11-0011
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Sepric System
DETAILS:
Approved per resolurion#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ l00.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Swedlund Septic(See Comments) OWNER: 7ames Leslie
7775 Tocoma Avenue 575 Kokesh Farm Rd
Mayer,MN 55360 Maple Plain,MN 55359
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.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Conies: 1-File(SiQnitures Required), 1-Avplicant 1-Monthlv Renorts, 1-Assessins, 1-Finance Page 1
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CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Bog 66(2750 Kelley Pazkway)
Crystal Bay,Mn 55323
JOB STTE ADDRESS �'�� �DfC�S�f �'��i71 RD�r�
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 `��.��
Repair Eaisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: Phone Number:
Mailing Address: City: Zip:
Contractor's Name: �(,�1�C.GlN..� ��Tl� Phone Number:
Mailing Address: 'y77,.s �t'er�'1� �9ttjE: City: � Zip: ��..�(�_
*** DO NOT MAII.PAYMENT WITH 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(MPCA) 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 insta.11ation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough 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 holding l�LPCAInstallers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
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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 ��'LL�' ��,A-�N�
Tank Capacities: 1)_��al. 2)1/,,�j(� gal 3) f D�(� gal �LoC�L
B. Pump Station(if requued)
Pump make&model (attach pump curve&
literature); system design requires ��. .gpm at ,,�D feet of head.
High water alarm make&model I�1,/V�'1. Y�-Lt�i2►'tti . Outside
electrical work to be completed by installer�electricia.n other.
C. Treatment System: �/
Trenches: s.f. /\ Mound
Depth of rock below pipe " Rock bed dimensions�' x 7�
Drop Boxes Sand bed d'unensions��l,7' x 97� '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
X 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 regulations of the State
of Minnesota,and certifies that all s ements made on this application are complete,true and correct.
Signature ofApplicant � � ��f��� Date: 0 �' �v�_
MPCA License No. �9�
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval Denial
Reviewer: Date•
Reason for Denial:
. . SEPTIC SYSTEM APPROVAL
. , �
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, f;�;.. C ITY of ORONO
.� , �
` v�,, �� ��, '�� �l5� Municipal Offices
,� ,, �?,� G /'
,�9 ¢,� ; Street Address: Mailing Address:
$EggO� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Phone (Home) (Work)
Address S7S Kokes�. F�r^• R� _ City d�o�o State M� Zip
Site Evaluator L� otro State License # q 6'1 Phone# �6 3- 6��.- 4�a 7
Type of Establishment: Single Family_�_ Multi Family
Commercial Garbage Disposal Yes No
No. Potential Bedrooms S Est. Gallons Per Day 7 5-U
Water Meter Required: Yes No� Soil Sizing Factor @�� I . �
Perc Rates P-1 � P-2 �S P-3 � P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 ��d'' B-2 �p" B-3 ��-+`' B-4 1�,`' B-5 �S'' B-6
Type of Treatment System:
Standard�_ Experimental Alternative
Pressurized Mound System X At-Grade System �
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic "I'ank Size Ipo� � �5�0 # of Tanks � Lift Tank Size IDOU
Pump Brand GPM 66.6 Head ad
Treatment System:
Minimum �ox�5�(�S'� q`� Square Feet with � inches of rock below pipe
Type of covering Fabric�_ Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'oftested drainfield sites ever.
ACCEPTED � DENIED By the City of Orono subjectto existing regulations and
the following conditions:
By: �a� i o�� -D l
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
0
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SSO C 1 A TES �s�Ec oa��„������,,,�,,,�,,,,,,
ENGINEERS & LAND SURVEYORS, �NC. �ATE 1���",,,,,,��,�,,,��ERMITI�T(�.
APPROVED/t$'�J$MFTTTD
APPAOVEE!�R�CORRECTttlPfs A1i itdl'6�
March 27, 2001 NO'I'API'AO�VBp�RREC7'L R6SU8MtT
1liese ooe�msats atD 16e��uioo. Ait x�k al�{!�e�fe�i
IA ILII CORI�1IItM"0 X{�1 iII�pl�1k f0PtI0 Af1A LDIIIAQ 00�.
Craig Ahlshouse lleqaUsmcnta iaciudiuf itnu aoe tpecifically nomd�fUh Nrilrr.
1300 Willowbrook Drive �����������
Wayzata,MN 55391
RE: Sewage Treatment System
Site Evaluation Report
City of Orono
Hennepin County, Minnesota
Job No. 1004LT2 Desc: Site Plan on Lot 2, Block 1, Kokesh Farm
Dear Craig:
The following is a revised design for a septic system for a 5 bedroom house on the above referenced lot
using a mound system.
This is only a DESIGN of the on-site septic system. Otto Associates, Inc., does not represent nor warrant
the installation, operation, or proper function of this system for any period of time.
No construction should begin before these plans are approved by the Building Inspection Department for
the City of Orono.
Please note that we have marked off the septic treatment area. It is your responsibility to protect and
maintain these until after the construction is complete.
Enclosed are four copies, two for the building department, one for your contractor, and one for you.
If you have any questions, please ca11 me.
Sincerely,
Otto Associates
Engineers and Land Surveyors, Inc. ������
S„�DROO�S. �����
G�����
Q��� ��EiaR�s�1�Up+l�t�#s��i.
Edward J. Otto, L.S.
MPCA License No. 964
9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 682-3522
REVISED SITE EVALUATION REPORT for Lot 2,B1ock 1,Kokesh Farm
Sewage Treatment System page 2
GENERAI�INFORMATION
This design is for a Type 1, 5 bedroom home and in accordance with the Minnesota.Pollution Control
Agency Standards and local ordinances.
A seasonally lugh water table was evidenced at 12 inches of depth in Soil Boring 4. The slope is about
10%.
The soils at a depth of 12 inches in Test Hole 4 and has a percolation rate of 7 minutes per inch. All
neighboring wells are located more than 100 feet away from the proposed treatment area.
1�IOTES:
Keep a11 heavy equipment off the proposed treatment a.rea before and after construction as much as
possible. The treatment area should be marked offbefore construction.
With proper installation and m�intenance this system should have no problem in treating septic ef�luent
effectively.
It is recommended that the septic tanks be pumped every 2 years.
MOUND SYSTEM:
Flow: 5 bedroom= 150 gallon/day/bedroom 150 x 5 =750 gallons per day.
750 GPD x 1.00= 750 square feet.
10 foot wide rock bed 75 feet long= 750 square feet
CONSTRUCTION EOUIPMENT:
A rubber-tired tractor may be used for plowing or disking to prepaze the soil surface but in no case shall
a rubber-tired tractor be used after the surface preparation is completed. A crawler or tract-type tractor
shall be used for mound consriuction.
� SOIL SURFACE PREPARATION:
The discharge pipe from the pump to the mound area shall be installed prior to soil surface preparation.
The trench excavated to install the discharge pipe shall be carefully backfilled and compacted to prevent
seepage of effluent.
The total area selected for the mound, including that under the dikes, sha11 be roughened in order to
thoroughly break up any existing sod layers and to provide a suitable transition zone between the original
soil and sand layer of the mound. The area sha11 be roughened only when the moisture content of the soil
8 inches below the surface is drier than the plastic limit.
Surface preparation or roughening may be performed with a mold board plow, a disk plow, or a back hoe
using only the tceth Mold board plow fun-ows shall be at least 8 inches deep, shall be thrown up slope and
sha11 run perpendicular to the slope. There shall be no dead fiurow under the mound.
REVISED SITE EVALUATION REPORT for Lot 2,Block 1,Kokesh Farm
Sewage Treatment System Page 3
Disking may be used for surface preparation as a substitute for mold board plowing in soils havin�
percolation ra.tes faster than 15 minutes per inch(sandy loam)in the top 8 inch depth.
Back hoe teeth may be used to roughen the soil surface and break up the sod layer. Care must be taken so
as not to compact or puddle deeper soil la.yers. In no case shall any surface soil be excavated and removed
from the area.
Mound Construction shall proceed immediately after�u�ce preparation is completed. Every effort should
be taken to prevent rain from falling on the prepared soil surface.
�ONSTRUCTION MA Ri T.��N�pR0 EDURFS;DISTR1BiJTION OF�FFL�LTFNT•
A minimum of 12 inches of soil defined as sand shall be placed where the filter material is to be located.
A crawler tractor with a blade or bucket shall be used to move the sand'urto place. At least 6 inches of sand
shall be kept under the tracks to minunize compacting of the plowed layer. The sand layer upon which the
filter material is placed shall be level.
Sand is defined as a soil te�rture composed by weight of a least 25 percent of very coarse and medium sand,
varying in size from 2.0 to 0.25 mm, less than 50 percent of fine or very fine sand ranging in size between
0.25 and 0.05 mm, and no more that 10 percent of particles smaller that 0.05 mm.
A minimum depth of 9 inches of filter material (rock) sha11 be placed on the sand layer prior to installing
the distribution pipe.
Filter maxerial is defined as clean rock, crushed igneous rock or similar insoluble, durable and decay-
resistarn material free from dust,sand, silt or clay. The size shall range from 3/4 inch diameter to 21/Z inch
diameter.
PRESSURE DISTRIBUTION:
Ef�luent sha11 be distributed over the filter material by three 1 1/2 inch diameter perforated pipes under
pressure 72.5 feet long. Perforation holes shall be 1/4 inch diameter drilled in a straight line along the length
ofthe pipe. Hole spacing shall be 30 inches with 30 perforaxion per lateral. Holes shall be drilled straight
=�to the pipe and not at an angle. A sharp drill shall be used and any burrs in the inside of the pipe shall be
removed. The perforated pipe laterals shall be installed level with the perforations downward.
The perfora.ted pipe laterals shall be connected to a 2 inch diameter manifold pipe and sha11 have their ends
capped. The laterals sha.11 be spaced 40 inches on center and at 20 inches from the edge of the filter
material.
The manifold pipe sha11 be connected to the supply pipe from the pump. The manifold sha11 be sloped
toward the supply pipe from the pipe.
Geo-Textile material shall be placed over the filter material.
Construction vehicles shall not be allowed on the filter material until bacldll is placed.
REVISED SITE EVALUATION REPORT for Lot 2,Block 1,Kokesh Farm
Sewage Treatment System Page 4
Sandy loam soil shall be placed on the filter�terial to a depth of 12 inches in the center of the mound and
to a depth of 6 inches at the sides.
Six inches of topsoil shall be placed on the fill material over the entire area of the mound. A grass cover
shall be established over the entire area of the mound. No shrubs shall be planted on the top of the mound.
Shrubs may be placed at the foot and side slopes of the mound.
The side slopes of the mound will be 4 feet horizontal to 1 foot vertical(4:1). This gentle slope will allow
easy mowing of the gass cover. The soil material at the toe of the dike should be slightly less permeable
or som�what tighter than the na.tural soil below the mound. This can be accomplished by selecting a finer
soil or by compaction.
Whenever mounds are located on slopes, a diversion shall be constructed immediately up slope from the
mound to intercept and divert runoff.
PIJMP AND COLLECTION TANK:
A pump shall be used to deliver effluent to the mound. The pump shall be cast iron or bronze fitted with
stainless steel screws or constructed of other sound, durable and corrosion resistant materials.
The pump installed will need to deliver 66.6 gallons per minute with a head of at least 20 feet. An alazm
device shall be installed to warn of pump failure. Install the pump control and a Meyers, Model D.L.V.
Audio Visual, Lo-Voltage alarm system or approved equal in a conspicuous place at the direction of the
owner.
Dosing Volume=25% of 750 g.p.d. = 188 gallons.
DRAINFIELD ROCK REOUIRED:
Based on 12 inches of rock,27.8 cubic yards of rock would be required.
SAND REOUIRED:
Approximately 350 cubic yards of clean sand for under mound is needed.
TE •
A. Please see site plan layout.
B. Typical sections for construction follow.
C-7 E-3 E-4 E-6 E-12 F-7
PROPOSED ELEVATIONS:
Top Foundation = 1043.0
Basement Floor = 1035.0
Top of 1"` Septic Tank = 1014.0
Top Of 2na SeptiC Tank = 1011.0
Top of Pump Tank = 1002.0
Cover 1'
G. MOUND SLOPE WIDTH & LENGTH �--x �
Landsb
� (landslope 1% or more) � -. : ' ._ ::_. .. �'°���°�_ _
crt«kr ��o: .
1. Subtract rock layer width from absorption width � CenSand- �
to obtain minimum downslope width "������ << - 6:Topsoi� .
�'z ft-� ft = S• Z- feet ���� �
Upsbpt Wid�h Obwnslope�dlh
2. Calculate minimum mound size �k�a� -
a. Determine depth of clean sand fill at �
upslope edge of rock layer: aM°�P°°^w,d�h I
1 ,
Separation 3' -� � ft= � feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to SLOPE MULTIPLIER TABLE
depth of cover (1 foot) to find the mound height `'"d UPSLOPE OOWNSLOPE
Slo , muNipliers for various mulii liecz for various
at the upslope edge of rock layer; �^'� S��a��;�5 SP,p«,,;os
z ft + lft + lft =� feet j�' +:1 �:1 6�> >:� a:> >:, ,:, s, 6:, ,:,
c. Enter table with landslope and upslope ratio. ° '.o ,.o s.o 6.0 �.a 8.0 3.0 �.o s.o 6.0 ,.o
Select berm multiplier of ��OLij 1 L91 3.AS �.76 5.66 6S4 7.11 3.09 f.17 5.26 6,3g 7,5;
d. Multiply berm multiplier by upslope mound Z � '.'o '.�' S.� 6.14 6.�0 ,.,, ,.,5 S.s6 6.62 8.14 y
3 i75 357 �35 S.OB 5.�9 6.45 3.30 4.54 5.88 732 e_� S
height to find upslope width:
�X��_ �''9"' feet ' i� 3.45 �.17 4.64 5.46 6.06 3.41 4.76 6.25 7.89 9J2
S 2.61 3.33 4.00 4.62 5.19 5.71 3.53 i.00 6.6� 8.57 10.77
e. Multiply rock layer width by 6 i54 3_23 3.85 4.41 4.93 S_41 ).66 5.26 1.14 938 12.07
landslope to determine drop in elevation; � :..� ,.0 ,.,o ,.�, ,.,o S.t, ,.�o S.S6 7.69 �o.,, 13.73
�X-L-__��O- IQQ= I feet 8 Z42 3_03 357 4.05 4.99 4.88 3.95 5.88 833 11.54 15.91
f. Add depth of clean sand for-slope difference 9 2-36 i99 3.45 3.90 9.30 4.65 4.11 6.2i 9.09 13.03 18.92
(2e) at downslope rock edge, to the mound Io �� Z� 333 3.�� ..�� ,.�, 9.29 6.67 ,o.00 �5.00 �,-
height at the upslope edge of rock layer (2b) il �6 Z�e 3.� 3.61 3.95 4.26 ..48 ,.,, ,,.,, „_65 �.,
to find the downslope mound height� 12 L21 i70 7.12 1.99 3.80 9.08 4.69 7.69 12.50 21.93 43.75
_�ft + � ft=_y�feet
g. Enter table with landslope and downslope ratio. Select � = . /,�7S
downslope multiplier of • �v � �-S Z.sl,�'
►I•4x;7sk 3 �
h. Multiply downslope multiplier by downslope mound height to 33•3 x�-ss x4; Z - ¢9'��
get downslope width: �qr-. -
�_x�= 3-3•3 feet � %43��'Z.7= 3.Sn C y�iL .
i. Compare the values of step G.1 S, Z � ,
and Step G.2h ,33• � :;. . .
Select the greater of the two values as the � � � uP lo e Width
_�
downslope width: ✓�•3 feet
j_ Total mound width is the sum of � u 5� e Width �6Qo�ODD;" ` " '� '�� .' p °
P P o. .::. � Rock Bed ?a;ac94': . '
��, oo<�:oed ga� Width J� a.e:aa'ao: :�o� U ��°�Width
u p s l ope (G.2 d) wi dt h p lus roc k layer y °¢�: �=:<a:o��. .��;�ao.;_.: '
�p . . . id`p''r���o:�Q:} L2n th '�,e.e��ab�•Q,o: :o.
width(D.2)plus downslope width(G.2i); 3 qP�O:PtO�A�'�o�oo���;,;,-,�,p�;:a..;., :�,
��•4' ft + 1 D ft+ 3_3.,� ft =54:Z feet � �Wnslope Width 33•3
F ' Absorption Width �'�3
k. Total mound length is the sum of upslope ��
width (G.2d) plus rock layer length (D.3) �
plus pslope width (G.2d);
�ft + �� ft + !/• 4'ft _��'•g feet
Total Length_97��
Final �Dimensions:
. S _7 x
['UM(', SC�fION ('ROCf:UURE
A. Dciccminc pump capacity:
Cravily Dislribution
1. Minimum suggestcd is 20 g�>cn
2. Mauimum suggestcd is 45 gpm
Pressu�c �istibutiort
3. a. Sclect�umber o(pc�(orated latcrals rc�ior.�io�o;sch,�g�S;,,GrM
b. Se(ect perforalic�n spacing = __ fcct.
fiead Per(o�ationdiame�er
c. Subtcacl 2 ft. frt�rn tlic rock layc�Ic�gth. �re� �nches
R.�c1 4Tc�Ic�(�A
- 2 ��. __ fect. 7/32 ��q
d. �eterminc tlic number of spaces bctwcen per(orations. �.o, o� p��
Length perf. spa,:ing = _ (t. � _ft. = spaces � �S o.69 0.9p
2.06 0.80 l 04
e. spaces + 1 = perforations/lateral
[. Multiply pecforations per latc�al by numbcr of latecals to ' �1K ��fooc siogle I�ornes
b llsc 2.0 fcet(or any�hing etsc
get total numbcr of pe�(o�ations. ��r x � � � = perforations.
S� �rrr X�v�.r'-�-BPm.
SELECTGO PUMP CAPACfiY�L� gPm
B. Determinc head requiremenLs: 50��'�°•'^,�^">•.'.
I. Elcvation diffcrencc between pump and point of discharge. °��'��°��OrO
�� fcel ro�.i���i��bu.
2. If pumping to a pressure distribution system, five feet for pressure -%
��
required at manifold if grav�t s stem, zero. ���
nlet Llev�uon Udfcrrncr
�__ �CCI �,�� :
3 Friction lo>: ' _.. .. . '� I
a. Ente�friction loss table�vith gpm and pipe diameter. � . 9p
. . .7 -... .. .. ........... ...
Read friction I�ss in(eet per 100 fect [rom table(F-14). _
F.L. _ ___,. ft./100 ft o(pipc
b. DeteRr►ine tolal pipe length (rom pump to discharge Frietion Loss in I'lastic Pipe
point. Estimate by adding 25 percent to pipe length Eor fitting Nominal
loss,or use a litting loss chart(F-15 feetj. pipc dia.
Equivalent pipe length- 1.25 times piPe length= Flow Rate �5" 2' 3�
_ z 1_25= feet. gpm
c. Calculate total (riction'loss by multiplying
friction loss in ft/100 ft by equivalent piPe length. 20 2_47 0.73 O.tl
Total(riction loss = z +100= � feet 25 3.73 1.11 0.16
30 5.23 1.55 0_23
4. Total head requiced is the sum o(elevation dilference, 3S 6.96 2.06 030
special head requireme�ts,and total (richion loss. 40 8.91 2_64 0.39
45 11.07 3.28 0.48
_ _l ,3 + S + '� SO 13.46 3.99 0.58
SS q.76 0.70
(1) (2) (3c) 60 5.60 0•82
65 6.48 0.95
'[�OTAL HGAD � fect 70 7_qq 1.�
C. ['ump selcction
1. A pumj� must be selected to detiver at least
�D� .(�pm (Step_A) witltat (east 2O feeE.oE.total.head �t.� I�).:
... � •..P .
; _. , _ :, .
_. ;��., _
...,........�%..:�. .. . ... � .�:r�.:itr. .:,.. . �
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Es�mmed Sewaee Flows m Gylon a v
e d)
Estimated 7S� gpd N„�,� �, �,� ��o �
or measured x 1_5 = �,�d. �°°� ry
' 30o z±s I �ao �
; aso 300 ��e �u �
B. SEPT'IC TANK LIQUID VOLUMES ' � 60D »5 '� a�
� 5 750 a50 Zq� •y� I
/S--r�''f, gallons—/ST?A��L /G���i4.�G/i�-��./p��,.,C, 1 i w 6o iio T��� '
���� �/}GLO� '_'^+� 8 120D 675 �{
`+v�/ / ca mns
C. SOILS (refer to site evaluation)
1. Depth to restricting layer - s� � T�pkc� ��;�r;p ,,,,�5,
- � inches ----f�- �w�,a��,��,;;
2 Depth of percol tion tests Z ��m��o� Mm�mum �
— � inches Bedroo:ns � ��������"�� W��hd�sposali
Gp�cny earb�ee d�sposal lifi ins�de
3. Textur Percolation rate�_ mpi ��a f= ,so ;,,;
i000 1i0°
4. Land slo�e_��o ;ab ,� �;� '000
7.8 or 9 Zppp � �
z000
D. ROCK LAYER DIMENSIONS �
l. Multiply flow rate by�to ob�ain required area of rock layer: A x 9�3-� Mound LLR
SO �d X � ���d = So sq. ft. Perc Rate LLR
2. Determine width of rock layer = 0.�&�sq_ ft./gpd x Linear Loading Rate (LLR) �120 MPI < 12
�°�—A-�3 sq. ft/gpd x So = 7So ft >120 MPI S 6
3. Length of rock layer= area = width =
�sq. ft. - � ft. ,;-.� er... e*;>. ; -.:.:a_:.:..,.o,: .,. .a a b,,,
_ ��ft_ o ��,;�• b.� ,
a �e•:r�':�sa,ro.�b o -
Q.o��cS;�ax.•.e�eaA92"
s e�•so�c�oao�drP �b
Width /O ft �:.:.e:,o� �Q_ `�e. :, .e .
e4.
<120mpi <10' Lengthl�ft�
E. ROCK VOLUME >120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock;�sq. ft. x_L ft. _
7�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. =27=�cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;,�frcu. yd. x 1.4 ton/
F. ABSORPTION WIDTH
l. Percolation rate in top 12 inches of soil is� mpi Absorplion�YidthSizingTable
Texture R�co'w°^'tuei �a��ons R��oa
�tinu�cs per IncA Soil Tcawrc rcrAa.�per AAso7vion rid�h
(A1%) spmm fooi �o Rxk Laya
WiE1h
2. Select allowable soil loading rate from table; Fu�er�Aan0.1 �„�S,b ,.20 ,�
0.1�0 5 Mcdium Sanf 1.20 I.OD
� � LoamyS�nd �
� �C�/ftz o.i�o s Fine SanO o.bo z.00
6�o I S S�ndy(nam 0.79 I.S_
16�o JO Lpam 0.60 I.W
71�o<5 Sih ldam 0.50 Z.aO
SiY
3. Calculate absorption width ratio by dividing rock layer •6io60 "'s`°'�" °•S �.6'
SanAy CL
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; s�o�°��;�°,� �;; ojo 6�
1.20 gpd/ft2 = (�.79 gPd/ft2 = . 5 Z .
4. Multiply absorption width ratio by rock layer width to get
required absorption width;
����c /D ft =lS�'z-ft
� � ['IZESSUK�: D(S1'[Zlt3U"i'iON SYSTGM c�+o rEaroRnrux� or n rCRr�iruT�U � �.�«,,.
--'`—--`— �-c.o„ ce--
1. Scicct r�umbcr of perforated latcrals �__ �Opip11 --�<
��---�—__._
2. Sclect perforation spacing = �_ fcct. � �•°m�S°^°�►« f ".��i °��""����< �ao.�c �..
. .. :M�n a`,."<<�^°r« . e_<e.-..
�....', oc a<.��.
�ar •" ao�� Pv(wot.en Ihu�ed rio..ro.•...
3. Sincc pe�forations sl�ould not be placed c(osec tF�an 1 ft. to �'' . _.. "'�° `°° ��< <�o
�/, Plui -\�'•
tt�e edge of the cock layer (see diagram), subtract 2 (t. fron� °`°".'.°'<'° " .. . - • -"` `"" ,z-,° '.,.
••' .� ae�t �a«,
the rock laye� length. ''"`�°,;
Cl�on Sond �y� Bo��om e��Oo�<o o�
�� � C �
S^' !l. _ �•s l L'Cf. -Or�p�Ocr�l Senri(�ea
ROck layer ImgU� Bcfwa PbcMp So.W ler�r
4. Determine the number of spaces between perforations. �"�,,,Pu'°"'�°nD�<<•
� ru�.���y_i
Divide the Iengttl above by perforation spacing and round °�` �,..,,... -,_^"-
docvn to nearest cvhole nurrtber. `��" '
1.Oa 0.56 p.7Q
LenKth perf. spacing = �.Sft. =�ft. = �.� spaces 2�0b 0�8� ����4
�3� �2� a Usc for singlc fami�y homcs
b.Use for all other apphcations
S. Number of perforations is equal to one plus the number ot
perforation spaces .
Maximum numbc�p(yuarter inch per(ora��oiu,�
spaces + 1 = �Q Perforations/lateral ia«�a��og�,�,ar,ce.e< l0%dixhargc.•a��a���;,
Pcrforation �
G M��Itiply �e�forations per lateral by number of laterals tc� SPre��g (; ly 2
�
get total number of perforations. 2.5 14 �$ 28
3 -�— erforations. 3.0 13 2(�
. �,«.�: X ,���,�.«..,_ � p 3.3 12 16 25
7. Determine required flow rate by multiplying 4.� 11 IS 23
number of perforations by flow per perEoration S.0 l� 14 22
-�- -Z� -�C�P�• .,...���,� .T �� .�.,� �m,e�.a. �,t„_
P��f x �pm/p�ri —
8. (f laterals a connected to h ader pipe as shown on upper �
example, to se ct minim required lateral diameter; enter �„ � � �
table witll perfor � n acing and number of perforations �,,/"' `�-
per IateraL Select � � ,�iameter for ���r�
perforated later = inchcs.
�.o,,....u.�..m...,�,�...,.o.
..m..� ..��_.,.b.. ...o..e
,{ .. �..,_.<.�
'C ...,....._...a,« .--`"`
9. lf perforated lateral system is attached to manifo(d pipe near �- �'�'`� '�''`r� ���
A �M. �.
the center, lower diagram, perforated lateral length and ,.x;;,�;��.�.. -
number o( perforations per lateral wiU be approximately o��e �� ' �'��t
lialf oFthat in step 8. Using tlicse val cs, se(ect minimum ,_� � ,,�' \�-
�
dian�eter (c�r �:�erforated latc�al = _�_�_Z- i�lchcs. ,, �,�,.--"'' ""'��
\- ��
- F�aftCO[.ATION TIIST SHaaT
c�t twl,c locatiot� • I(ol� / � (�atc lcs�I.olc ���� (�rcp��cd:,1y�_�l
.-��--�z,�-�-�-- � ` -
)cpU� of holc bottom: __ i�chc� piarnNer o[holc: -- �ncl�cs
oil D�la (rom Icsl I�olt:
dcpU�,inchcs �oil lc+clurc: soil coloc
� ' ------ _
�
tctl�od of scratd�ing sidcwall: Dcpth of pca �izc gravcl in botto�n of liole: inches
�y �'d /Z��
�ate ind t�our of initial w�lcr filling: B��IVY� �cpU�of irtitixl watcr filling. abovc hole boltom
{�thod used to maintiin lr'o(w�lec deplh i�hole (or� hourZ:��T�!/
� I
crcolatio�lc�t conductcd by, Pcrcolation lc�l ataricd at��O (am/_�RSf�
� �� �L� ; ,
fiximum W�terdcpth abovc holc bottom during tc�t: inchcs i
i
INTERVAL WATER W�TER WAT�� PERC RATE COnvtn�OrtT
� � OEPTN OROP OROP CALCULJ\TfON
T1ME MINVTES (iracllon) (doclmot) 1/16= �
,M � � z.Zs _ �? ��_ ,3
1Nw SI-n�,a,, _'_'____ � �• �S [MG �ROP P�RC �' '�
��-�--•� (,�. ¢ �o«:..,.i� 3l16=.19 �,
F11— ____j'7` __" '__' '__'_'_'_' '_"______
�.a•
, s R��-�� -------- Z %/6 Z � ( � —�-5_ 2�g -�8 u�_�s
�-s� ---�-r-� --'----- -- 5--- T[MG � �FLOP GRC
. ---- ---------- ou�....�� S/I6c.�1
,. .
, .
�:� R[f�Ll. -'--'-'_ � � 7 � I� _ �l� � Y+ _ � �'� ' _ ..
� __'_'___ �L T'1ME � �ROP PGRC +� ,`
t.�5 � __._______ L,�,s�-'mal] .'�
---'---- - -�---- D 7/t6cu � ,.
'�.:` -
'��a Rcr��� -------- – -
—=r=. .' : -rtNcc ' �Ror rcac 1R_ 5 �
- _ -------- -------- ---------- <D«:.,..i� �
------ � 4/16_.Sb �
��� REFI[.L
�� . T1MG DROP PGRC .
:.
- -------- __-_ �ocfmal �C.� .
-------- ---------- ------ r ,
- REFiLL — - �I/�6c.G9
-- -"---'- 'iZMG � �ROP PGRC ���� �
________ _______. __________
(bc.�I m.1)
-_______ � ��=.�5 - .
REFtI,(. -------- — �.
�'i�'- DaZS� �� tYt6zB1
-------- -------- ����..,.i
--------- ---- �
REFtt,l.
-------- 7Br.88
T[MC o�or rcRc �y�6_9l
-------- -------- -- c�e�..,.�>
Tcn Pcrccnt Calcu(ation '
. � C$ �', - �' J � �C.�o �.
�Q<l—;�v�,—�� ..._ �. o o ..._ o — —
��� K O.l O� O�� , K O.lO �
�� .a et
p ,C ' � .C.�
�k�_� _��<.. o —
-�<�r-�ur•_ s��rn_- _ � •--
.... j�At}?., .y K O.IO .. ..
—f �t rc O.10._ a . S It :,�. .5—�'1 �i i 7l�T��7�7� .
�.� � . .z`� r- . G .[{
f:' -
��i��� �1 ���-L '� ��Rc�a TY S-.�.�T <.T"�T7'C7[ "���
�:.. _ .i'•'j- n�1 , �C $:lo,.._
1 �a ....� ^[ O.l O / '. �J '� s�-� <���`i r� : ;: .�.
U�o do�i �umbor 1� oacfi sot of boxbs �; 1��"ar.it�an tho bottom'��or th tako anothor roadi�0• ((
t6p numbor is oqval o� smallor than_��numl�or, nvorac,�o �roq �Y��o�s (or �lio po�� �a�o.
.4
� - . -� t � v ��� � -.-. .
...,� :j. . � p� .
�
F{��f.:._ � ..
. �'. .J..; '& . ..'Y-.�
�.iY �iiA . ' t�.- . ' . .
- I'QKCOL�I.TION TIIST SHQQT -
Icsf holc loc�lio�� , �y� C [)alc lcsl l�olc w�� prcpucd:_.�±�/�6�
�� �C3.�1l�.S.�.._ Ilolc � J � —'�-
t � � .
)cpU�o(holc botlom= ��__ i�cl�cs OiamNc�o(holr. �nchcs
:oil ��Ia from lcsl holc:
dcpU�,inchcs �oil tctturc: soil color
! �
�ictl�od o(sctitd�ing sidewall: pcpth o(pca�izc gtavcl i�boltom of t�olc: i�chcs
�� r0/ �� �I
)atc .uid t�out o(initial watcr filling= 8:a0/�K1 DcpU�o(initial witcr[illin� �bovc holc bottom
4clhod uscd to maintsin 12"of watcr deplh in holc (or� t�our�• �T/�//
crcolation tcst co�ducted by; Pctcolation test �lutcd at�(�/�.
8 �� v.�i
�[aximum Watcr dcpth abovc holc bottom during tc�t: inches
INTERVAL �NAYER W/�TER W�TE� PERC RATE ro�vt(9iWiS ,
OEPTti �R�P ���P CAI.CULATION
rin�E �n�siNVTEs) �aoc��on� (doclmol) ��16_ �
�•�c, , � -� S 3 ,�e=.»
� ST� T �
V� � -------- 3 2. � � T�c �o��.i� ���� 3JI6=.19
.L-..1�. --�---- --------
; � R[F(l,(. -" ----' �� _ �, 0 � a ii�_1s
� -�-��-- -���--- '*-cMc couo.�>ncrzc 8 5/16_.31
-- --------
�. � �tEr-�t.L -------- O � _ �iO _�7�a C 318=�9
• _�d -------- ��- --3�---- 1'iN[E � OROP PGRG
- ---- --��- -- --
/� -------- fs _ 3,� _ 5,-� D m6=u
RC•FILI D O
�:O tC, 3� TIMG DROP PGRC �Q:S
/ -------- -------- � --- C�ocim.q
----'------
REFILt. -------- E 9116=56
T1MG DROP f'GRC
-_-__-_- -�------ ---------- �cclm.l �=�
__________
e.'
REF[LL — -� jt��6-.69
� -- 'iZMG � D20P PERC
-------- -------- ---------- --- ��oclm.lj . �
------- G 31t=.75
REFII.L ________ - -
t'�+►rs� Dito� i'e-R� 13f16cB1
-------- -------- �«:..,.i
7B=.88
REF[LL ________ �
rcn�cc aRor rsRc �y�6_9l
-------- -------- -- c�i�.,.t�
Ten Pccccnt Calculation '
'a '�5• ° - y.3 v � ��c�� - - —
.
�. �se.� o ..._ �. o
�a�.. � ..._ o 'I
� K O.10— O• • K O_10 �
... ��f�`�7a o�of7C1TC o.c
O ,C � .C.�
-u��� o _
S'�.=�i[�Z'm=� ..�K�.a o ..._u��. o - —
.i O.l O - K O.L O -
.a C.—T .���
r- .G r .G _�i
..�_, .. �t �_r��-rr-�- c__�Q�_. o ..._ <_, o �_ —
o.ao K o.io - :
1 �_f—a ar�-�-1['� " - �� �-��G�T[
ttio top nvml>o� In oacli sot o( laozos is lar�or �I�an tlio l�ottom nvmt>or ttion tako anott�or �oad��O• ��
ton numl>or is oq�al or smallor tl��n bot�om numl�or, tivo�acJo tf�o tl�roo numGors (o�tf�o porc ��'�o.
�
SOIL BORING
Client:����
��, �. Parent Material: �
Date: _ �
� �� Vegetation: S "
Location: 3� secaon T/1SN R�3 W �
county�_ Landscape: �
Soil Type; ,,
Disturbed/Compacted Area: ye5 o Slope Form: , .
Q Slope:
Type of observation: ;�
p orin augennb Floodpl
• �• <.>..>:•.:,:.::;^::.. ...� . n o
<• ...:.
ain yes
,>< k;.
�Bor.u1� > >°`;;���:
� .....�r{,v:: � :
� �. � ...:.,•.,',.F S�t,�:"�`•'�y��+'s'ez� .rw � .
:, � ��.::. '' . ..{ .,.::n..,.; .
� { ?
. , .;,.::..,..<;,,::5...� ,. �. ` 4
F> 2 3.
E:l�eva: �� o� �:4 � .�� ,k�<;$:�.��:<::;t:;.;;;:.... 5
�, n �>.� � � . . �...:>::,:r�w> 4.
Y, �OI�S� .� t'/¢':•:�� #��+e� �'�Z
> � •s.•k.:;' »,.>•; :,:�• s
:. �.%ro:.:::�,v�a �•.�. �4,;. �, y >
:a: •a.>. a..f?�������i',�,�,,,�.�'�� :¢.;
,r.;.}..3!...°. ::..r };�Wi.i•'}^`�'?S;y'ir.�.i}7%" ,a...
. <�.. .::.., .� ..;•�'•.:;.:ti:..;;.;, �::a>;.y ..>a.;::;,i..:.;..
ES:fZSI��L'.' ^. , . .•,x.,.:#. t:.:;:::.,,..>;;.;.,;,
.:
C�: �. ��, �'��y'�*fifi s < ✓ ,
3:�gh Wa:terta;�iTe��;���`�,,f,. ;#�:�:�� < > .�
.;....:. h:S?h+�P.. :>,�'�%Sv��;i ii.:i ,� .
� •:} . ..:..
.., . . . . . . . ..�. •
...� :24:{{.i:Y.i4i." MI •. ' .n ..;5<F � ��
�' �x•f} i'... :t:.v:ix'fP{.fi:•�.i:...,v,:i,�Tti•::':r • . .y. . ..
�...{ � .i.y�:�'::;f.}�•ryry' �•rv /.;. S �� !i.
: . •..� .. a.....;.. •fi�• �2�
D:e :t'Et{:o.f:`:�W. ... . :v :: .1,p�..�.,��. �: '��� 4,�<:�<>;;i<: „
;P , , ater.Y;u�,�3o ,:�:,�.,..��,>,.;'�, .d ..��, ,,, .. �� ��� � .<.:�.'�
.: +.9���:::.: iG.+i3.r.V.,:.,.},.,;.� . 'i y' xv.,.F.,. �:Nti}� ••• '
. '.:•'.. . +..>:•k'.;;n,i'?:�iF�Y/Gi'iA>Y//�
... ��
::.;:� Y � :.:::'....:..:i.� .. 4i}.,/!'.;;::t::�r::. . .. ..
;•Fr • ' ,..�:}i�Ti�^ f y f $ � Yyf f '
. �, �:y .:'�'.
D . . .::. .a.... . <:,; ��,.
e .. ��:. :.. ....::.:>.. :........�,ry..�..�r���:<::;; ..:...:;�;,;.�
t��:<fio>::B.ed� :..;,.;..:.,.:,<.::. , . ,..;..,�x
.. �. ? .J.{�}h4�. �
..: �ck � , < :,:...:..�..�.� �.. �; �:;;;-:fi>.::;:
..<.».:,;:.<,;,:H::�- .���, �
fi
- ' ' T•.. I� fy��;'r;:�;,a.� .. ;� Y .
,. .:,-. .:ir'.i:: f
,,;� . . . .!W ^i.•;n 6 .
:::..:....•.
p :<�::.:.,.,:.,;.:..:.::,.:>:�<..:.:.............. ..<..�.:.:.. .
ro � . ..,..� :< . .::.,.:�.,,,,;.;Y..,...,�,.
.sed:.D ..... ... . .. .
p . .: .:•:,:.::,,..:..��.;,�• ..�,•.«,:<.:..,.,..... ;
P .:th:�o�:S... .:��.;:.a.,:��.;�ry; }�,.:� ..,,�:;.,.;� <
,.;:,. �:> t�e ::.<:.: .<.� �� £ �
� � i:•5,`i'�ry','.'2�:.> . � . . X}, L
. . . :>;...'•;,::,>:::; •:.• .
. .;�..;:v...:,.,: • .....
,. :
......:a:C:.;�sr4+i:iif.e<t'6);3:;:�3ii�iax' .��
,,;
, ..
� . '-....�, IH .:'. •{;"{:.;.,.:;.yy:. - � :.
Estimated , ".'.:v':,xA'` >
Factor `�` '��`�'�
Sizxn , i ..:�;...��::<::`: �
;.: .... $;....<. .>,:::>;:.:.;,...,
s
... . +,.c.b7�i�x t;i''�+.f � � . .
,. ..� ...:. �� . . . ; � ' .�::
: . , , ., . ., . . . . . �: .. .��:'. -,�: ..
Additional notes:
PrciiaTuy Des�gn::(ophona� tTez�c.h 1 'y< .. , -
. F . < .�..
y � mound hold
�.�,x<'�'.,..,�.�.���r:�..;;;: �g a v;ty
'p��°z;e•d;is�3� > d�stnb
. , :
• � ; ;hne sand sizi.ng .
��ma.a�i:�::a.k . ; t
' �n $T
{:..v,v.<...:.�.::.;��s:;:.h:�k , . ���ner,__ u �o v
. , : , . �a;'��'�' _
::,
,. .
,..: .::�� �.�an�['tu�tion �ble ..
�
Ps. �d : �sfvn
:. t ,:�.,..::;::<:•::..•.•: ,� :: .. ms,�. ,�
,,,, : �?'o , ,. �
:�
• :. . . ;,
�„ .. ,,
= � Narne ojSite Evalua�or: �
, ' CCI':i�fCAhOlt ��umpCr:
DATE TIME
CITY OF ORONO ��ALIED IN
INSPECTION NOTICC�� .�� ' SCHEDULED
PERMIT N0. � � " COMPLETED `[�'1y-B`
ADDRESS S�� �a�eSL �^s� �
OWNER CONTR. �w�l� �'�
TELEPHONE NO.
� DESCRIPTION �v v���- �� � e t� '� •��
� 01 FOOTING 11 MECHA CAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE <2Z.�EPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15� PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTHACTOR TO MEET YOU:_YES_NO
� COMMENTS: ' v-��=uT C� .
a �' �/c��A l-�.a-:u.� L�l'�" O
o — S e a-��, c���, 10�1L ��
a
� —S o�.1 r���s- �-o � ��
0
�
W
�
Q
�
Z
W
�
W
�
j
/��ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDEF POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-460�
OwnedContractor on site:
Inspector.�("�a�
White Copyllnspector's File Canary Copy/Site Notice
// DATE TIME
CITY OF ORONO ���ALLED IN
INSPECTION NOTICE (�O � SCHEDULED f o-ZS-�L
PERMIT NO. � COMPLETED I�-ZS'��— .�
ADDRESS � 75 KoKeS� �tr�`^ ��
OWNER CONTR. S wet�I�^�
TELEPHONE NO.
� DESCRIPTION Se� �', L ���ILS L1�' �{
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE �EPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FiNAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTORTOMEETYOU:/�YES_NO
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� ❑CARRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours'n advance. �952� 249-46QQ
Owner/Contractor on site:
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Inspector. ��'� �"�
White Copyllnspector's File Canary Copy/Sfte Notice
�'/ DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED t I- ��o�- �'D'•d�
ADDRESS � � ��dk�SL ��`� '� �-(�
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION S�� lL �'���
� 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
Z04 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 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL \ / 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES�C�10
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W O CORRECT WORK 8 PROCEED ❑I SUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL RETURN
�STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED
❑INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-460�
OwnerlContractor on site:
Inspector. " r"��
White CopyllnspectoPs File Canary Copy/Site Notfce
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I hereby certify that this site plan�
or report was prepared by me or PROPOSED ELEVA T/ONS:
under my direct superviaion and TOP OF FOUNDAT/ON = 1043.00
that I am c Designated Registed
Professional under the laws of the BASEMENT FLOOR = 1035.00
Stote of Minnesot TOP OF 1ST SEPTIC TANK = 1014.00
TOP OF 2ND SEPT/C TANK = 1091.00
TOP OF PUMP TANK = 1002.00
Edward J tto Deaigner II SITE PLAN ON LOT 2, BLOCK 1,
Date: � MPCA Reg. No. 964 KOKESH FARM, ORONO, MINNESOTA
equested By: Webs��; ev�se •
• denotas iron monument found . ,Nww ottoassoclales.com 3�k/�� Q�M
p denotes iron pipe set ,na,,,�, Th e Cra rg Compa ny 9 west Dlvlsbn S�.
. amd marked os ahown: an� TTo Bullalo,MM SJ313
' Date: Drawn By: Scale: hecked By: Ph:(��)�.aM� Job No.
B denotes soil boring SSOCIATES F�(������
G �ienotes percoiotton test hole 2��3��� 0.N.M. �"=5�' �nwrs and tand sun,�yon,�nc, 1004L T2