HomeMy WebLinkAbout2002-P04904 - new septic system � � "' � PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P04904
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: 3i2�i2oo2
SITE ADDRESS: 795 Ferndale Rd N
Wayzata,MN 55391
P��: 36-118-23-12-0014
DESCRIPTION:
Proposed Use: Residenrial
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation• $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Elmer J. Peterson Company OWNER: Catherine&7ames Blazier
5921 Dague Ave SE 795 Ferndale Rd N
Delano,MN 55328 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT'COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICAN'1'PG EE Sl , ' JR� c���� ISSUGD BY SIGNATURE
Copies: 1-File(Siertitures Renuir•ed), 1-Applicant, 1-Monthlv Reports, 1-Assessing. 1-Finance Page 1
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CITY OF ORONO SEP'TIC SYSTEIVI PERMTT APPLICATION
Box 66 (2750 Kelley Parkway) ��c�� ��
Crystal Bay,Mn 55323 � i
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JOB SITE ADDRESS I � 7 N 1 �%�/G�`
Occupancy Type: Residential �^ Commercial Other
Permit Type: New or Replacement System $100.00 ���, —
Repair Existing 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: �as�I���,C.u�. � � Phone Number: ��S � –" 7 ��v ro2- �3�
1�Iailing Address: �?S � 1'.G�t�G� City: Zip: S��� /
Contractor's Name: ]� ��c��✓( ( ���Phone Num er:
Nlailing Address: �� City: Zip:
*** DO NOT MAII.,PAYI�IENT"TTH 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 installation 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
durin� 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 License shall be present during all inspections. A 24-hour
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 including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1)�7�ga1. 2) gal 3) gal
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 ' x '
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,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
� ' - ,
Signature ofApplicant � Date��l S Gj ,�
MPCA License No.
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StaffReview: Approval Denial
Reviewer: ��``�� ! '�1'Ck"�'��r_-�„__ Date: �- � '� - (� �
Reason for Denial:
� �o,r;��,�� � �c��hCc� �-c �j o �- =1�� �� l r�
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d� 10�- 1 ,�e _
� � ' SEPTIC SYSTEM APPROVAL
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C ITY of ORONO
r�',, �!4 Municipal 0ffices
�� �G Street Address: Mailing Address:
`9�fEgHOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner ��-�t�e ��,�� ����z���� Phone (Home) '-1�E- �,I;� (Work)
Address �q S N. i-e r ���1 e Rc;� City O c��,o State M ti Zip
S ite Evaluator >te,,� S��,�,r mer 5 State License # 3�y Phone# `�63- �-I�� -3 S 6�
Type of Establishment: Single Family >C Multi Family
Commercial Est. Gallons Per Day 6 v O
No. Potential Bedrooms �-1 Slope: �7 °��
Depth of Sand: Upslope: �• � Downslope: I. � Soil Sizing Factor . `� 3
Perc Rates P-1 �6.7 P-2 5.3 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 a y '' B-2 �- B-3 a�-I '� B-4 B-5 B-6
Type of Treatment System:
Standard �( Experimental Alternative Performance
Pressurized Mound System � At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size �o o U # of Tanks � Lift Tank Size ��oU n,�,� .
Pump Brand GPM �3� Head �6
Treatment System:
Minimum 5 0 �� Square Feet with �1 inches of rock below pipe
Mound Bed 1 U x 5 c> Mound Treatment Area y � x �U a v� ( '��` X E� 1
\ `��- x "� �.
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
inspectoi• (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 lnspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and
the following conditions: �J��������� �� ��,�rc� ��a ��e w,��.�� �� Fe e�
oF �c cp�� �-y � .�e ,
BY: �� ���rr�,,,_ �.-�S -O��
Matt Bolterman, On-Site Systems Manager Date
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Telephone(952)249-4600 • Fax(952)249-4
www.ci.orono.mn.us
S�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
State License #394
February 11, 2002 �►�r��
�EtT�C �r�'
't'8 a_',...;-.�.�.,..���rM.�rr��rir
James & Kathy Blazier ������,
795 Ferndale Rd. No. � ��rt�sMM!
Orono, Henn. Co., MN '�'w"""""""'�e�".�'�'�M'""�"u�t�rrl'
Y tW�w,rW M1+�tMar�bw�M+M swM��
����Il�t��ii•'1�l�M�nM►
This site has an existing on-site sewage treatment system which is hydraulically
overloaded and backing into the home. The system is classified as failed and is an
imminent health hazard which must be repaired or disconnected within 10 months. The
existing tanks are block type, non water tight which must be abandoned, pumped and
filled with soil.
This on-site sewage treatment system is designed for a Type 1, four bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are a clay loam. The seasonally saturated soils were located at
24" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System
will need to be installed to treat septic effluent. The bottom of the rock must be located
at least 3' above the saturated soils. Due to limited space available, the absorption
area of the mound will need to be 20' from the north property line and the toe of the
mound 11' from the north property line. The south end of the toe of the mound is 8'
from the asphalt driveway. This will need approval from the City.
The soils at a depth of 12" have a percolation rate of 26.7 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
1
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure not to over work.
All neighboring wefls are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Recommend to divert the water softner also. Garbage disposals are not
recommended, due to adding more solids & fine solids passing through to the system.
Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners
used every shower & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. Recommend to pump & clean your tanks
through the manhole by a certified pumper every 2 years. Check with your pumper to
set up a schedule.
��. ��.—.
Steven B. Schirmers
2
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�' " CITY OF ORONO , �ace
' �'�::. Connected to
?�,r,
`� n,��REss SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
CODE WELL OATA
�� -^-��r, Aa y � , Property I.D. ��-��F3 2� f Z ��'t-`,- + I
Address 79 � /�-�' �-%=' .'7'%Z, � � I
� �Stendard trench , Q �
❑ Mound ���►�� - 9t'�� � �
Legal Description � L
System tyPe ❑ Other �O S
Date of permit /q�� Insteller �-vnJ nN����''� "
Permit No. �� 7 - Garbage •� -0/
i f7�„ No. Bedrooms ' _ .r :i
�J)� �Laun ry v Dishwasher�__ Disposal v o O
Building �F-<�D�_ �or GPD � -r°r- o d �
2) �'— ��--- �- °C �°
, . acit 1) �OD d a
SEPTIC TANKS: Material (',e � '�''�L �p Y � � +� �' .>_
.r o n�r�r- Liquid depth to RO level 6 S - � 0
Proper outiet and iniet oK Baffles cc'��ssin�G p� �t 1 / /�. ^ '� E
!d A
,�,r Distance to nearest building � a
, Height of tank bottom above water table �.��----�--- �
-� fC] � Number of Ilnes � -Trench wtdth 2— �
DRAINFIELD: Total length of lines ,,, . � "
� c
, . � + � �Q
(�Q Height of drainfield above water table �
Totai treatment area (sq.ft.l .5 ,� �a �.
�' �� Roaic � � �
�--� Soil type � � "-
Type of filter material � �- ._ o � a c
min/in � v
'fU�'�Tile size Perc rate `" �-
� d ., .. �
Distance from nearest bldg. � a N u
Z �� Depth of rock over tile under tile Q a ,U �
Depth of fill over drainfield �.�--
i.� ��
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/ / �
' � /LOCATION
SKETCH /
PUMPOUT RECORD �
INSPECTION RECORD �
COMPLIANCE•• DATE GALLONS � / /
DATE ��-�-5� �_ _ �,,, \ ` ' � �
G;V� �? �T � /
Nv ��+f�F/aGN4 Nrsi�"'fl �b--
f(��//-r3� !�p S�!f�rRVNG "��-- ,---_ � � _ _ � /
� w�L�
�m Ncsr N�D Pu►MPou'r 13
3-f3(o No S��F/a��►�C� Cvac� z `���
Z ���� �O°� �
7-a-8 7 �-,� s ` ` a ��7���- '
1-17-40 NQ—S �fa-�----- � �5�`i�� _ 1 �
7� h� SU�'+ � —�_
n 1�t�4 �, y 30'��� 1
L:�-LCL� '� ' I � �� L - - - /J�— ` - -
�y>o�� ' � - " - '�`- - --� - -
__._-- �
_ — ��� �
Include: 1) Well location ����' 1��
2) Distance from house to
�-- septic tanks,dist.box,�
and drainfieid
N3) North arrow and road a0�
�_ CONFORMING S-SUBSTANDARD N -NONCONFORMING !� ��
, �
'MOUND DESIGN WORK SHEET (For Flows u to 1200 d)
A. Average Design FLOW A-1: Estimated Sewage Flows fn Gallons per Day
num er o
Estimated �o D D gpd (see figure A-1) bedrooms Class I Ciass II Class III Class IV
or measured — x 1.5 (safety factor) _ — gpd 2 300 225 t 8o bo%
3 . 450 300 218 of the
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 in the
6 900 525 332 Classl,
�.—1 oc� � gallons (see figure G1) > >05o boo s7o ii, or u�
8 1200 675 408 columns,
C. SOILS (ref2r t0 Stte 2Z7RIZl[it1011� C-1: Se ticTankCa acittes(in allons
, Number of Minimum Liquid Liquid capacity with Liquid capaciry
Bedrooms Ca aci arba e dis osal W��disposal&
1. Depth to restricting layer = a .0 feet P ry g g P liftinside
2. Depth of percolation tests = /.o feet 2orless �so �izs 15�
3. Texture c-�A� L--�� �„�, so�a �000 �soo z000
5 or 6 ]500 2250 3�
Percolation rate a�,�, mpi �,s o�9 z000 s000
4. Soil loading rate . 4 � �nd/sqft(see figure D-33)
5. Percent land slope '� %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
(ec�c� gpd x 0.83 sqft/gpd = �4��C sqft
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR
0.83 sqft/gpd x ; � gpd/sqft = ) v ft Mound LLR
3. Length of rock layer = area=width =
'-1�� sqft (D1) = �c�_ft (D2) _ �ft < 120 M PI < � 2
E. ROCK VOLUME > 120 M P I < 6
1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock
y� � sqft x 1 ft = ��cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
��cuft = 27 cuyd/cuft = �_ cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
� cuyd x 1.4 ton/cuyd = a S� tons
D-33: Absorptlon Width Sizing Table �
F. SEWAGE ABSORPTION WIDTH Percoletion Rete Loading Rale
in Minutes per Soil Texhue Gallons Absorption
Inch per day per Ratio I
MPI s uare foo�
I
. Faster Ihan 5 Coerse Sand 1.20 ].00 I
Modium Smd '�
Absorption width equals absorption ratio (See Figure D-33) Loamy Sand �
times rock layer width (D2) �6� o Lo�, o.�o z o� '
31 to 45 Silt Loam 0.50 2.a0
�l,�-���� x /�; ft = o-��-• '� ft 46�0 60 SandY Q.Y Lo �.45 2.6�
Si l ty Cl ay Loam
61 to 120 Silty Cley 0.24 5.00
Sandy Cley
la
Slowerthan 120•
•sy.��.�,eu��ee tor ihue.o��s m�.�n�aner or p�rroR,,.ae
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select number of perforated laterals ? uarter inch erforaHons s aced Q 3� 12��
2. Select perforation spacing = �? ft 9'•of ro�k
Perf Sizing 3/16"- 1/4"
3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5�-s'
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E-4: Moximum ailowable number ot 1/4-inch perforations
/J per lateral to guarantee<10%discharge variation
Rock ayer eng �2 ft —�ft perforation
4. Determuze the number of spaces between perforations. spacing
feet 1 inch 1.25 inch 1.5 inch 2.0 inch
Divide the length (3)by perforation spacing (2) and�'ound
down to nearest whole number. 2,5 8 14 18 28
Perforation spacing= `� ft=�ft= 1 So spaces 3.0 8 13 17 26
3.3 7 12 16 25
5. Number of perforations is equal to one plus the number of 4,0 7 �i �5 23
perforation spaces(4). Check figure E-4 to assure the number of
perforations per lateral guarantees <10% discharge variation. 5.0 6 10 14 22
��spaces + 1 =��perforations/lateral E-6: Perforation Dischorge in gpm
6. A. Total number of perforations = perforations per lateral (5) perforation diameter
times number of laterals (1) head inches
.� (feet) 3/16 7/32 1/4
�_perfs/lat x ,.� lat= 5,1_perforations
1.Oa 0.42 0.56 0.74
B. Calculate the square footage per perforation. 2,Ob 0.59 0.80 1,04
Should be 6-10 sqft/perf. Does not apply to at-grades.
Rock bed area = rock width (ft) x rock length (ft) 5,0 0.94 1 .26 1.65
�ft x�ft= 0 0 SClf t ° Use 1.0 foot for single-family homes.
Square foot per perforation = Rock bed area +number of perfs (6) b Use 2.0 feet for an hin else.
UV sqft=_�►_perfs = �.4� sqft/perf MqNIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM
7. Determine required flow rate by multiplying the total number of
perforations (6A) by flow per perforation(see figure E-6) w;,;�
� � �ly"�,��A .
perfs x ��� gpm/perfs =_,�_gpm ��'
8. If laterals are connected to header pipe as shown on upper ���'E':�
�LV�N �i,wa�
example, to select minunum required lateral diameter;enter ,,��"`
figure E-4 with perforation spacing (2) and number of perforations �`�``�M
per lateral (5) Select minimum diameter for
I.�YWT pi►ERfORATED PIPE LOTEHRL$fDR
PAESSURE DiSTPIBUTION W/nOUHO
per orated atera = inches.
�[IIIdUT[D R�STIC hK
9. If perforated lateral system is attached to manifold pipe near �n„�.,,,.�,,.Q,x• u•�~`
�Np o�^[c[w:�x�.r4'rion \ ^K�oNrroN
the center,lower diagram,perforated lateral length (3) and �� Y„�,,�a,
number of perforations per lateral (5) will be approximately one K,.�;S;��,;,�w�r�,a
half of that in step 8. Using these values, select minimum '°• '--
I ���a�nrc�no�°�'�.i0o:
diameter for perforated lateral = �) 1 z inches.
_��o<.. b,
��,ra��
� �yn•rt� x�.�.r-
�� �,
���*N
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
/
,.� v �' � ��- (signature) 3� �-} (license#) Z -')I �bZ (date)
G. �.r�ZOL3ND SLOPE WIDTH & LENGTH Landslope > 1% slope
(landslope greater than 1%) o��r
1. Downslope absorption width = absorption width (F) 4p�,fY,k�b b�����g >� ;�°�,
minus rock layer width D2 � �' ��� F ����� � �� �' �s� P
/ 1 i )�,a� ` A ^' , ' d r' w' 6"To soll
\ 1 '�-��,�. �rN�?�':)f� � �, ,, �Gean 5and js,,.k 1 r�i�5i;i �14.
�ri��p..�� ft- /� .ft - t � ft panHon 1..> h �..�,_
R..�.+�m,s�y..
Up�bpj�Wld„(C2d) Roek Wldth�'D1) �O"'^s 1�VId1h(h2q
2. Calculate mound size
UPSLOPE �
a. Depth of clean sand fill at upslope edge of „b,,,,, Wldith-S�nd(F�
rock layer = 3 ft minus the distance to restricting layer (C1)
3 ft - � •�� ft = �-� ft
b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE
layer = depth of clean sand for separation (G2a) L�,a UPSLOPE DOWNSLOPE
Slo e multipliert forvarioue multi liers forvarious
at upslope edge plus depth of rock layer (1 ft) �� slope ratloc .Pop�r,�;og
plus depth of cover (1 ft) a; 6:1 �:i s:i a:i s:i 6a �:i
���� ft + lft + lft = 3 �� ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
�. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7,53
�. �2 (see figure D-34) z 2•83 3.70 G.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14
�. Upslope width - berm multiplier (G2c) times 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86
�pslope mound height (G2b): 4 2.68 3.45 4.17 4.8C S.C6 6.06 3.41 4.76 6.25 7.89 9.T1
S 2.61 3.33 �.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
� •�-c. x :�.o ft = �_ft
�OWNSLOPE 6 2.5G 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07
7 2.48 , 3.12.-' 3.70 4.23 4.70 5.13 3.80 ,5.56; 7.69 10.34 13.73
.'. Drop in elevation = rock layer width (D2) times 8 202 �3.03' 3S7 4.05 4.d9 {.88 3.95 5.88 8.33 11.54 15.91
�ercent landslope (C5) + 1�� 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92
/C� ft X �% + 1�� _ ��11 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33
. Downslope mound height= depth of clean u �6 2.78 . 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43
,and for slope difference (G2e) at downslope � � 2•zl z.�o 3.�z 3.49 s.eo a.os 4.69 7.69 �z.so 21.43 93.75
ock edge plus the mound height at the
ipslope edge of rock layer (G2b)
3.v ft + � ft= 3' � ft ,
;. Downslope berm multiplier based on percent land slop
r•�lo (see figure D-34) - �� -
�. Downslope width = downslope multiplier r Upslope�ldth(G fd)
:,2g) times downslope mound height(G2fl y°I
r• �O X 3• � ft = a � it � UpslnpeWidth(G2d) Width(DZ). Upslope Widch(G2d;
Select the greater of G1 and G2h as the � "' u"$�c°3,� ---�
ownslope width: a I ft � i Downslope W(dth(G2t)�_.ft
Total mound width is the sum of upslope I AbsorpHon Wldth(F)�
�idth (G2d) width plus rock layer width _ ��
�2) plus downslope width (G2i) Total Length(G2k) �a E�
� ft + /o ft + a�_ft= � ft
. Total mound length is the sum of upslope width (G2d)
lus rock layer length (D3) plus upslope width (G2d)
�_ ft + C ft+ � ft = �c �feet
:�, � �� a a, _ �2 Final Dimensions:
yc� X � o ,�3��� .
hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
�� (r%' � ��--`f/'-�- (signature) 3��-� (license#) � ->! -b Z (date)
, �� , � PUMP SELECTION�P�OCEDURE�
1. Determ�ine pump capacity:
A. Gravity distribution .
1. Minimum required�discharge is 10 gpm �
2. Maximum suggested'discharge is 45 gpm. For other�
establishments at.least 10%greatei than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribution device. �
B. Pressure distribution � � �
See pressure distribution work sheet
From A or B Selected pump capacity: ��_gp�
2. Determine pump�head�requiremen#s:
A. Elevation clifference between pump and point of discharge? � soli treatmert sys;e^
I 3 feet &point of dischorgE
p,�.pa'sa°s�an, n y
B. Special head requirement? (See Figure at right-Special Head Requirements) . totoi plpe
feet lengt
inlet �� ` 2A.elevatlon
C. Calculate Friction loss p�pe i difference
� � .....-- -- - '
l. Select pipe diameter �- �`a �„ � � � ._.�
�„
' ---------•----------------- ------ ,r '
2. Enter Figure E-9 with gpm (1A or B) and pipe diameter(Cl).
Read friction loss in�feet per�00 feet from Figure E-9 S p e c I a I H e a d R e q u i re m e n t s
Friction Loss = �•�' ft/�100ft of pipe Gravity Distributlon 0 ft I
3. Determine total pi,pe length from�pump dischazge to soil treatrnent Fressure Dlstrib,u.tion � rt
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25=equivalent pipe length
a �.v feet x 1.25 = ��a . feet E-9.; Frtctlon loss in Plastic Pipe -
4. Cal'culate total friction loss by multiplying friction loss (C2) Per 10o iset
in ft/100 ft�.b .the e uiy�lent i e•len nominai
Y q p'p gth(C3) and divide by 100. pipe diameter
- a� � ft/100ft x 3 �S� +100=_�_ft tlow rate 1.5" 2" 3"
. m
D. Total head required is the sum of elevation difference (A),special� 20 2.47 0.73 0.11
head requirements.($), and total friciion loss (C4) 25 3.73 1.11 0,16
1 3 ft+ S� ft+ `� ft= 30 5.23 1.55 0,23 �
Total head: �.tQ feet 35 6.96 2.06 0.30
� 40 8.91 2.64 0.39
3. PUIIlp SeIeCt10I1 45 11.07 3.28 0.48
50 13.46 3,99 0,58
A pump must be selected to deliver at least . 3��nr� � 55 4.76 0.70
1 60 5.60 0.82
(iA or B) with at least�_�feet of total head (2D) 65 6.48 0,95
70 7.44 1,09
� :hereby certify that I have completed this work in accordance with applicable ordinances, .rules and laws.
� .
� � l , • �� __ (signature) 3�'7 � (license#) _� ) ) -C"L (date) I
, . .
S�P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
James & Kathy Blazier
795 Ferndale Rd. No.
Orono, Henn. Co., MN
Borings completed on 2-8-02, 10:OOam, with a hand bucket auger.
BORING NUMBER 1- Elev.93.6 - MOTTLED SOIL AT 24" - no standing water present
in boring.
0 - 24" Topsoil dark brown loam 10YR 3/2
24" - 44" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
44" - 48" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
46" - 52" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 2- Elev.94.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 30" Brown loam 10YR 5/6
30" - 38" Yellowish brown loam 10YR 6/6
38" - 72" Yellowish brown fine sandy loam 10YR 6/4
BORING NUMBER 3- Elev.96.6 - MOTTLED SOIL AT 24" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 24" Brown clay loam 10YR 5/4
24" - 34" Rusty brown clay loam 10YR 5/6 - mottles 6/8
34" - 44" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
� ' .
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 2-8-02 starting at 10:20am.
Test hole location Blazier, 795 Ferndale Rd. No.�Orono.
Test hole number�. Date test hole was prepared 2-7-02.
Depth of hole bottom 1�inches. Diameter of hole�inches.
Sori. nATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is kn��. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 2-7-OZ, 10:00am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
M�imum water depth above hole bottom during test is�inches.
— - - - - -- _- —__
' Measurement, Drop in water level, � Percolation rate, �
Time Time interval,min inches inches minutes per inch_ Remarks
- --- -- - --
�
10:10 prefill 6 ___ �
�--- --- - -- - -- — -- --- - �
10:20 10:50 6 1-1/8 I 26.7 � 30 min �'
---- -- - -- - --- --� —
10:53 , 11:23 _ 6 1-1/8 26.7 __ �___30 min
— --— �---- -- -- � �I �
' 11:24 11:54 ! 6 1-1/8 26.7 � 30 min
_ � -- ---- ---------'I— ---�
� I
�
Percolation rate=26•7 minutes per inch.
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 2-8-02 starting at 10:21am.
Test hole location Blazier, 795 Ferndale Rd. No., Orono.
Test hole number�. Date test hole was prepared 2-7-02.
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is�i�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 2-7-02, 10:00am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, ' Drop in water level, Percolation rate, � '
Time Time interval,min inches inches minutes er inch Remarks
10:10 refill 6
I 10:21 10:51 6 5-5/8 5.3 30 m i�
10:52 11:22 6 5-5/8 5.3 30 m i n
11:25 11:55 6 5-5/8 5.3 30 min
Percolation rate =5,.,�minutes per inch.
I PERFORATEO �AYER OF GEOTEXTI�E l.OAMY SAND CAP
,;��_.____ _ LATERALS FABRIC PERFORATED !_ATERSI
..�`'�•'•�:.........-:�_;" '.--
.�'� . —�-� ' � ':�'••• --,_. . •-.• GRA55 COVER 6 INCHES .
SANDY LOAPA SOIL ;� ' �y� t �^°"'�s °+`;�!' . TOPSOIL
, !", , • ''.^•�'' kLEAN SANO FILL
, ,,.:
�_�i . •��' /'. :�:.�!;i:-, - .
/� ��!��l�" ,� � �:'�i, MAXIMUM SLOPE—�- .
y.. 3 TO I
IAYER OF GEOTEXTILE ,; � " �f ,�!y. CLEAN ROCK 4'
FABRIC OR 4 INCHES OF ' ����',�� � �J` • TOPSOIL pLOWEO OR 3�a TO 2�/Z INCHES
HAY COVERE� BY •/ � ' . i s�o
BUILDING PAPER ?" , ,�f� i �:�. � sueso�� . o�s►c E o S U R F A C E
I�/y� OR 2" .,;:'�''' �.� �,�� � � �� CROSS SECTION A-A
PI PE FROM PUMP�•`s•�;, r � i� •
� i� �;
�� -�' // ���•�,� i �,J /' J ' P�PE FROM
3�g"_Z��?• �� /�' � ,/ PUMPfNG CHAMBER
CLEAN ROCK , � ��� � ��i•" �� # /i' � DIVERSION FOR
� �� ,�. � ' / l� SURFACE WATER W i
6� TOPSOIL, � • �� � �> >c � r ,�
., • � � r� / � /
..�._ '� ���� .� - 1
i
, � �' ,,y/. 1—r�- —
'-�.,�, 3`�'':.��- ix' i 3� i� .•T•' I � I
�.•*ati . ,,. � � �
'?iJ.'�'rC ' � ' ' •���� 3 t'' PERFORATED , ;
..� . � -~�`'�. . ��' _ �9�'/ �• MqX. ' •.j' tATERAlS i � I
.�. ,-;, � � A
` % �4,1 �`t •��:J '�1,�. -���~�\• 1 1 ' ' "
C� Slpp� '��k:'�;: �;;�,�la.: I � ; ��
S EqF l , �`._ 6 ,.a;i•:�`:ti,,::,;`,.: I ; � .
0 3 ,..: ; I
QN �.:._l. �;..y:�::. � x .
( L S �+,aG���il_ �,�''�=:;e�:',�. 8E0 AREA I i !•� � .
BR�kENQYER - -��`'`� • � ' ---�� � W .
UP ,�:��N. ..:-�,���_` � ' � J =_
BARRAeRRqI '`• - a i ; W ; W � � w a
' m
IqYFR Y _ _ � z ' z ; � _ �
I � o ' o ' � zo
INCHE I � a#� � INCHES -
LAYOUT OF PERFORATED PIPE LATERALS FOR I � � ; I .
PRESSURE DISTRIBUTION IN MOUND — �
� L�— — —�—�
,
01KE�0 FEET�_b�KE
r PERfORATEO PlASTIC PIPE — MAX.
�}� TOTAL W IDTH
� SIZE EMAER.N�RFO�ATION� \ P fRfORA���N SPACING I . ' . 1 .1 \
VIEW pp ���• 8E ib. �z, j6• is PLAN VIEW
2�MANIFOLO END PERFORATION OF A PERFORATED LATERAL
PIPE
G�oss Cova
i PERfORATi0N5 ON BOTTOM OF '! �
, PLASTIC PIPE ' T�"
4��� �`� ��"__� __ _ .:. . .
— -_— Lo a of Geo�e��ll�fabilc fa far-
'a(ALTERNATE LOCATION �O°^'�5ond�°Y� �.�loyer o�hq p a�ar�wNW
OF PIpE FROM PUMPI � w���re rosin poq�)
P�rlw tion Ori11eJ Horl:on�ally
.�N10 C p IMar Top
END CAP 9Q�. / p� .r�/�Plu� • A1 L�oat 12'to Edq�
�ER a n Fleld Rak .''� ol Rock Loyv
/ A ,. .,.,:, . ,. ...:. . ,,-
lE� �' —P�rlw�llons Locol�d ol
I �' RFOFA 2�PIPE fROM a.ao sond tay.r Bo���" or �ar.roi
� OF pE PUMPING CHAMBER
��/�fNGrN 'a i:�Paioa sora��os�win.a
! ' ' � �
F-R ,
. ;;
REowooD, cEoq� oR
WATER TIGHT 8► LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) '
PLUGS OR El.EC7RIC CONNECTIONS— /'�N��p�L�C�XRIC CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE 80 6�SPACE I�OP OF PO'WER CORD FOR
MANHOIE COVER CHAINED �:LOCKEO -� SETTLEMENT
SEALED MANHOLE RINGS .F NA GRAOE
* AT LEAST 12" '
��� BELOW GRAOE
WIRE FROM POWER SUPPLY
- PIPE IS LAID ON A UNIFORM SLOPE FROM
• /}� , FOR PROPERNORAINB CKIL 7REATMENT l�JZEA
SEAl.EO TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST OE USED
WITH ANCHOR—�, — YyEEP HOLE
ALER C R�CAL�NRCUIPT�RATE
NOTES� EIECTRICAI.WIRE FROM POWER SUPPLY
S�� ���9 _ �--r _ _ MllST NOT RUN OVER ANY TANKS BUT
. MUST 8E LA�D BESIDE OTIIER TANKS
.� 3��. � `� _ AND MUST BE PI.�CED IN CONDUIT
- ALONG POST _
syuT=Q��,�vE�Q_ — — ELECTRICAI. CORDS FROM PUMP AND
FLOATS MUS7 BE RUN THROUGH
CONOUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT,
��� :
Figure F•8
META�
COVER
�., _.�;, .�; _�. '� � y, b
��,
� +l ' ' � -•�! . i
; IT ; .v:,.
; i .�_.. r: � '•��.
i > �, �
' � , ;�•:►^:r�:,••:.. I
�.;� - �
�i�
CONCRETE ,.,��'
MANHO�E
RING
METHOOS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
M ' ' Y
'tt �" _ �,r . � , .
�- '� VERTICAL SIDE�V'ALL SEPTIC T�JK -��
�-FINISHED GRADE
-�AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. COVER 4" DIA.-�
� AT LEAST I" ' � � AT L`EAST I"
�A l ty . ,.,••:...
��� -
; -- .... ' ' 1--- .
' A DIMENSI FOR TANKS WITH VERTICAI._,SID S '4
—� �� Nj�'L. w 2q' MINIMUM _
LENG7H 2 TO 3 TIMES THE WIOTM
8 OIAMETER 60� MINIMUM .
� � DFPTH. 0 30" MINIMUM: TBrMAXIMUM C �
n 0.2 0
r - 'AT LEAST 8 '""' s' M��NiMUMj_02 0 _MAxiMUM— _ g" _
3" C �0.4 D
.. ..__.---.. . ._AT LEAST 4 FEET--.------ —�
wtEs: ��
�. SNutN1Y1[4SAIlfAlSt�Ir�C1�fS�OWaE1Ef1 1. Awek�IEWVCf1S'p�+�Llf�RIOCJ�1EDNn111Mttn/G�E3.
1
If TIE MMnK7l@ q MATI/14K Nd�Ef Of 111Q SUfYAf:E
t. tllCff3�W�l�UCp�E0�11AptEMN�IO�C1.?C'tEAS1 11���I11AA106fECl�[O10MEV4111ACR.CSR
� (1P.Ylcti�OMNNIOCAtFOw�litNt/[EfORPIITNM �. �,r�niRx+uara+cEoEtwc[NRruorr+�E�rr�fN+u °
wn�ls.
�. iwrrs�fCliO►�MrtO�nt�Enfl�rn.7KSM�itEn NEMifTPO+�IONOKfIl�►ML.ltK►1pt.E6lt�uwiwG4!
OnAww�OIES��I�lOC�1E0c�v[�DO1HtiEKaEt onwo►ya�Gnw++tnci�s.
�,na��tiotv�cc�+.�r�ccun���r+tcrnr�ny�cci�a� �. roniai�:a�i�tcnum�.�n►�cea►�c�,n�cr+���o.,so
rmcspvu;oc�irten►.ntit�i�EUnicniMEnrtHe ANOoi�►isialClso.�sf�.
oN r►t atNwo+ai nNN�N ir�cce.�n wa w�Kc i�or+
' r�K wst.�t�ou�tubF�vrCr,H��K�wE�n►a,��i��Et
n�r r�ts. .
� . . . :
� PENCII.
� MARKS ,
1 •'.• , MANH' E yi '� ��,��,; y �, .
� � .,. ;�
INLET " SCUM �, ,�� OUTLET
�� � '' �I .3'. Y
�, 'J�v;'��OtlTLET LEV£L .�xiA
lt —••~��, ��'� � t C
..�� i
_ SCUM CLEAR SPACE" ' � '�
, CLEAN OVT TANK Wt-�EN�
�_�' —----_�� — ' —i- � is a• o�x uEss oR
. };• _ _ — —_"'—" — _ — �} p '8'IS 12'OR LESS
;� — � 1
� .�;�.:�•�. . , . . � . , .�'•. . �'` :� B ACK COIAR
� � '''j'•';•i�::;�.','� SLVDGE ', �, ;� '��! DISTINGUISHES SLUDGE
��. • . �,;�.;:,,' .. . ,, • ., I.AY�R FROM I_IOUID
�7.A�' �'� 'Sf•r.• � s` ,'� A�
t .•a., a•t�tv•
� .,• :s: ;�,w
�
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
--- --------------- 3�o�D
I � �
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Q lc��c S�:� �oLk- C3�-P
a
�
�.1'
I
- ''12 —
P�A� v��� �
SET- BACKS
HOUSE System musi be�
Tonk �� from property lines
� from wells
?� from b!dgs.
,r��, _ , , ,�,�-,_���
,,, ireatment orea _ from bkes, Z sMeerrts
- Treotment orea 2-� from properly lines
' �cNAW�,}10� . � rFc+o6ev�-h+as+
. M�(iRGCF��� �a"..�:.. ��,from we!ls�,x-so�
'-i � f rom bldgs.
�'� :i J� �from trees �
2 � � � - '
, , � .
Z�rnin. •
— • � � a „d�o suPP��C�
TanR � :� _ -,�;,� ,
7ank P
�rop to Tank I I
Min. I��10 8� �P�mping
Max.l�to4� � ���P -�'��-1�S SI�+�A��ovJ �mber
-4�l0 6��dia.pipe
SYSTEM DESIGN -MOUND
TYPE-T, � BEOFZOOM � Averoge percolofion mte a��min./inch (design.83 sq.ft treotment areo per gol.c
�Q gal./day x.83sq.ft�gol. `�`�sq.ft.of lreatmeni orea +1(-�°i;=-sq.fi. (.= IOft.width=�ft.�ength of I
qean rodc needed- ��`�sq.ft.treotment a�ea x f���� deplh of rodc= ��' cu.ft=27=�cu.yds,(3/4�io 2 I/��
��� Cleon sond filf below rock needed..L�_cu.yds. opprox. , sondy bam back fill �� a.yds.ap�xox., topsoil 6�
uJ�AstkG-o
Nwnber of ianks required_� , Ist tank o o� gol. ,2nd ianklo o Q gol.minirrxms pw s P►-�m P►N U �N rt
Pumping chomber capacity- 25% of doily sewage flow of�o o ga1.=�gol.+reserve s�rage of 15 0��1/Bi
- of�`�gd./IOOlin.fi.of a�dio. supply pipe, lin_ftneeded��, �1�1 gol.+manifo!dLgol./IOOlinftof��dio
� total capacity needed�g�9ol.(plus area for pump) us� rn„�. 000 9a1.ca�.
Distribution pipe ���'�-�da. ,� �� lin.f t., ��_+dia. perforations����oport
Pump s¢e ��� hp. (pumpoble copacity ��gol. 4cycles/doy) ,�.,,ISE� P io� H�f�o Pw�bs J��Sc�q� �
Note� When cons�ruc►ing bed .- , this oreo shoub be shoped Nole= Distonce irom ireotmeN,� �
I to divert run-off (rom entering treolmenl oreo. L�sK����`�'- '(��1"�-� %v�M
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NQ�T� CHEDULED
PERMITNO. ��� ��OMPLETED €J��-r'� I��-3
ADDRESS ��� F"���"�� �U � -
OWNER CONTR. P����n L�-
TELEPHONE NO.
� DESCRIPTION��Q-�� L I "���>
t� 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 WAL�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 �5'�JEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTORTOMEETYOU:�YES_NO
� COMMENTS: ' _ '" I D C;v l�1� w:� '}���,��
a �- A �� �n �ra
o ' � �..�.e l e � 4a-. ���� ' na i n��_ IR'�tS
� Q� ���C�
�
° — G,�o�f n� �-- v r� - `"'0
W \
� '-� e� ) S e 4 1'�bl,y
Q
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INSPECTOR WILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR
❑CITATION ISSUED
O INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContrac or on site:
Inspector. Q� "�'�"�
While Copylinspector's File Canary CopylSite Notice
� DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED 6T�� `6=�'C�
PERMIT N0. O COMPLETED e"� �6 ? II.L� C�
ADDRESS 7°�5 - �!�+`�'��� t`cJ
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� 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 WALL 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
v 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNOATIONlREMOVAL
� OWNER/CONTRACTOR TO MEET YOU�YES_NO
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❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
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Call for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContr ctor on site:
Inspector.
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION TICE SCHEDULED
PERMITNO. � COMPLETED 6-d-�'? �=3G?
ADDRESS ��S N- �c'�nc���C �t�
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FR,4MING 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
Q 07 DEMO-FINAL 1 S EPTIC INSTALL 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP OROER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-Q6QQ
OwnerlContractor on site: �'^�
Inspector. �'��1 2�---,
White Copyllnspector's File Canary Copy/Slte Notfce
DATE TIME
CITY OF ORONO CALLEO IN
INSPECTION NO CE �^ SCHEDULED
PERMIT NO.�.� COMPLETED �-��_ /�
ADDRESS � � �. Fz�^c�e'1, I�G'�
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TELEPHONE NO.
� DESCRIPTION �"� � —�G��- � `-��
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATIGN 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 2 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Caii for the next inspection 24 hours in advance. �952� Z49-46QQ
OwnerlConU tor on site: �
Inspector. \ �
White Copy/lnspector's File Canary CopylSfte Notice