HomeMy WebLinkAbout1997-00943 - new septic system . PERMIT
� CITY OF ORONO
2750 Kelley Parkway- P.O. Box 66 PERMIT TYPE: _
Permit Number: ` ` t—���
Crystal Bay, Minnesota 55323 _
(612)473-7357 Date Issued: _
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: - =i;-�:=_: i._.:y.��-�`. - OWNER:
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APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE
f
CITY OF ORONO SEPTIC SYSTEI�I PERiZ�IIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, IVI�T jj323
� - 1
JOB s1-rE aDn�ss: � �'�-� ��-��? .i-�%� /.�;,��
Occupanc�� Type: Residential � Commercial Other
. ,���
Permit Tr�pe: Netiv or Replacement System, �$100��0,�/0 '
Repair E�cisting System, �8���
(Tanks or Drainfield)
0.50 State surcharge added to above fees
, *See fee schedule for non-residential permit fees
Otivner's Name: ,C"���/ � r� ��F �% PhoneNumber:
I1�IailinQ Address: City: �p�
Contractor's I�'ame: � � �" 1�,� ���' �`��- Phonei�'umber: �.��=r� '��
c� � r�t Cit C��r�.;��-� Zip:t$:-.:�.��
a �
Nlailing Address: g ��c .L;»� �'��-�--- {�" y'
DO \TOT 1�IAIL PAY�IENT tiiTTH THIS APPLICATION
GENERAL �TSTRUCTI0ITS
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 no[begin unless the permit card is on the job
site.
2. Permits ��ill be issued only to contractors holding a City of Orono 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 si�ned by the City Inspector.
4. The followin; inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to coverinJ.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rouah-up but prior to sand placement (sand will be jar tested for silt content),
and a�ai.n during pressure distribution pipinJ installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holdin� MPCA Installer Cercificate shall be present durin? inspections: A 24-
hour notice is required for all inspections.
a��
��
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
� �� 1. I have received a copy of the system desi�n includin� the Ciry of Orono
Septic System Approval Cover Sheet.
2. I will be installin� the followinQ: - � �
A. Tanks: �Precast Concrete � Other Manufacturer������`��
Tank Capacities: 1)iZ`Sa gai. 2) /�;c:� gal. 3) ?aI.
B. Pump Station (if required)
Pump make & model � � r��- �'�'--� ��a (attach pump curve &
literature); system desigr. requues �^ apm at � feet of head.
Hijh water alarm make & model ,�r v�-/� �1���z� Outside
� ' electrical work to be completed by . installer � electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions lO 'x�'
Drop Boxes Sand bed d'unensions.��'xjl�; '
Distribution Box Pressure Dist. Pipe Diam. /%1 "
Maniford Pipe Diam. � "
D. Final Cover/Topsoil to be: /\ borrowed from site
(show location on site plan)
trucked in
The undersijned 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 the 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.
( �
Si�natureofApplica :- G �� ; Date: �" z� ^ 9 7
MPCA Certification No.: �� �
Staff Review: Approval Denial
� Re`-iewer: Date:
Reason for Denial:
� ,
� O� CITY OF ORONO
SEPTIC SYSTi ENI APPROVAL
� h� O
���`_� - CITY of ORO�TO
� �:���.
� � '���a� �:�. A+
ty., c��z i:�' �, Municipal Oflices
� �'�t'���.�o Post Office Box 66
L i�` ��`�'�G~ Cryst�l Bay,Miru�esota 55323-OOG6
�kESH.O�
LOCATION: • 2995 Deer Run Tr.
OWNER:
GENER.AL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Swedlund Septic REPORT DATE: 9/23/97 , revised S-P Test
The City of Orono has Approved your on-site system design as of 9/2 3/9 7
(approved-disapproved) (date)
S—P Testing report 12/11/93 , revised to use alternate
witlt the following cocncnents:
site. Design approved for Swedlund.
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until �nal site gr�ading. Approval to pour footings will not be granted until tl�e Inspections Department
has veri�ed that primaryl and alternate sites are adequately protected.
�
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF O O
By �4` c�'��_'.�_....�
Steptien We an, On-site Systems Manager
T'ELEPIiONE—473-7357• FAX-473-0510
� ,
w7�� �1'ESTING, INC. Steven B. Schirmers — MPCA Cert. No. 6''�7
1-
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
December 11 , 1993
;.offin site � tj �� QE�',� �c1r�
Lot 6 , Block 1
Orono , Henn. Co. , MN ��� l
This On-Site Sewage Treatment System is Designed for a Type 1 , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - KIC2 - Kilkenny
clay loam & KkB - Rilker.ny loam. � seasonally high water
table ti-as locate� at 14 " to 42" , (mottled soil ) . Due to the
seasonally high w�,ter �aale , a Pressurized Mound System will
need to be ir.stal le��' . T;i�� h��ttom of the rock hed must be
located at least 3 ' above the seasonally high water ta.�l� .
The soils at a d��t.;; �_ f 12" h-�ve a : _��ol�.ticn rate avera_qing
6 . 1 min/inch .
A pumping ch�.io'_���r u%i 11 r_��•��� to be installed to lift the effl�:�nt
to the treatrr�t�n t = ��e�. .
The manifold an� su�ply li�e pipe must have bGck drainage to the pumping
chamber . The c�istributi�n pipes shall have their ends capped . Be sure
the rock and sanc, f i 1 1 ;r�a te�ia 1 are c lean . The sod la��er be lo�a t�:e
entire mounded area m�_�,.t be turn�d ���er, just �reak u?� tne sod, be sure
not to over work .
The power supply and switches must be located outside the manhole a.nd
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 . Mercury floats are a good method .
All neighboring wells are located greater than 75 ' away from the
proposed treatment area .
r
CONT ' D
� ,
I h r
Coffin site
Lot 6 , Block 1
Orono , Henn. Co . , MN
(2)
Keep all heavy equipment off of the proposed treatment area before and
after construction . The treatment area should be r�arked 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 .
TiVitn proper installation and maintenance , this systen should have no
problem in treating septic effluent effectively .
Nothing other than gray water , ( laundry, showers , etc . ) human
��aste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended . Smaller amounts of laundry
soaps , dish soaps , cleaning agents , etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended ,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
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even B . Schirmers
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F.s:=�%�� o�.-�S <f T �:.`-{ '. 6r °erco!ation Tests Scale � � SU
, La F'�t la 4, L����'�.^��i, �_a�'�. � XSoil Borincs �--�''� �o �L.�` L�� �..--
"_ =_,�.`.'�u�ti'c��S _ � eencr �.1ork G�e��T-a O 1�-�1�. ��`3:ti�...l , L!D
Note� This syste-n is to be constructed to meet
-- the Mnnesa� Poliution Con�ra Agency S-P TEST/NG /NC
" Chapter 7080 & Local Ordinance � �� (7�w�
Designed By' �
Note : Check al l underground uti l ities Cc'e ��/1`r/`_� PH.6�2-�97-3566
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SET- BACKS � __/v--- �-- --/O� - - �--�° - --� i
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� HOUSE � System must be� '
' � Tonk �� from property Iines X - � '_:'�+ c�--� .'-.�. `,�L '_,_;���•� ,
� '�i_��_. . �' �5��'1'���� �� from wel'�s
� �/p��.�- v�.1-� ?� from b'�gs. �
� �. , ���-�,L,{�.�-�s
�"���� . � T ea'men' orea = fran iakes , �. �s �
i � � , , NOTE� Power supply and switches must be located in a
Treotment oreo 7� frOm prcaer,y ��nes �
M�N�o��J �,n i�" �' � /weather proof encbsure outside the pumping chomber and manhole
,rom we"s �
; . 3a�rr,L� Zo 'from b!�cs.
i- -i 1�' �rom trees SOIL BORING ELEVATIONS
f , ' �� -� , � i� �� � �
I z�i min. . THAI �L.-_ -��.•t� -Ct-1�(.-q�ri. co
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' �i � '� � Z "dla.su I o ?'H.�2 EL.-�oo .a
Tank � ; T �I ;'�; -3 O` - I grode� /o
�onk ��� PRESSURE DISTRIBUTION MO�ND SYSTEM T�i'�3EL.-333_4
, Drop to Tank � � � TH"4 `L:�►.5'
� I 1 2���-�� r����L�.
� TH`5 EL.-�►
Min. I��to 8� Pumping
� Max.l��fo4� � ��-vP -�'��-.��s 5�,��.L�c�J Chamber E��VATIOU ot PROF'OSED PUMP!NG �
i CHAI�+BER- q�����, �w+� ��3.o i
4�to 6��dia. pipe ���o,�, .�(o� o��CS��G 10 �o•o �
( SYSTEM DESIGN -MOUND '� �D v.��s-� 4wo�.- /o00,o �
�
� ;
i TYPE-�, � BEDROOM , Averoge percolation rate �- � min./inch (design.83 sq.ft treotment orPc per gal. of dai!y sewage flow)
��gal./day x.83sq.ft./gol. �a3 sq.ff. of ireotment area +10% _ '-`!� sq.ft. (= IOft.width= �� ft.length of bed area +side s'ope run�to I x�height= �_ft.x `''`f ft,lown�area needed) �
i
' � Clean rock needed- �_sq.ft.treatment area x •�depfh af rock=�`�cu.ft=27=�� cu.yds.(3/4�to 2 I/�'dia. ,includes 2�of rock above pipe) ,
; ��`''�`S� C!ean sand fill below rock needed��cu.yds. opprox. , sandy loam back fill � y /
� �_cu. ds.aperox., topsoil 6 _22�cu.yd. AVE-._-_SAt-iO__ _p��CL'4_-�_, �_ �
c�a=,�=�� a � � (_��t.�t��E►J� -<o Av� �e�o �Co �'oeso��. �o�- �RK,��A� sLoe�����Yo �t�t���.
Number of tanks required , Ist 'onk a 5� goi. , 2nd tonk• �< ` gal.minvrnms P��s P�-�m P�1�i.� =F� Am pE R- . , I
� I
Pumping chamber capacity- 25% of daily sewage flow of �%�-' gal.= -�� �gal.+reserve storoge of 1�0•,=L/BI� � U gal.+pipe back droinage— � � T ,. : Gv��)1-� �=�t'"
ROP�R�Y 0'� `
of '.=� gal./IOOhn ft.of���dia. supply pipe, lin.ft.needed � � `� gal.+ manifold �gal./100!,R`tof���dia.pipe, l�.ft.needed� , �-- gal. �,�� �� �,�L�� �, �
! ' total capacity needed�gal.(plus area for pump) uS� rn,r,. � _� -� ga 1,ca p, �'�r> yJ o 1�1 ?..1 . 1-���-�� • C' `� �
,i Distribution pipe � ����dia. , L�lin.ft. , —�Is�dia. perforations �-� ��apart �
� - Pump size ��hp. (pumpable capacity.�gal. 4cycles/day) _v�Cc��� '_1-i�r�o__P_R=ss� p�Sc�!Re-�E 3� q�e 1 m��.____ , S'-/� ESTING /N . I
� Note � When construcling bed - � this area shou�d be shoped yo�e� Dis'ance from treohnent oreo to neighborinq we!ls— �� peSi ned 3 �� �= �
'o �'�vert ruo-o`! from en`ering trec'me ' ��e�. �%�' " " �����'� '�' " � � Y� �
_ _ __ `�/�y? , P',-;. 5'7_-49?-3566
' ' MOUND DESIGN WORKSHEET 5
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flows in Gallons per day
Estimated � gpd Number T�� Type D) Type ID T�
or measured - x 1.5 = - gpd. °`
2 soo Zu �so �
B. SEPTIC TANK LIQUID VOLUMES a 6 0 �s° i's86 °f"�
���
/Z.�b�--/lyDd gallons 6 '90�o su 3sz T�1.
7 1050 600 370 ll�
8 1200 675 408 �
C. SOILS (refer to site evaluation) , ,� `°'""v'S
Sc tic iank Ca aoti s(in allum
1. Depth to restricting layer= . /O inches feet �q�d�,���Y
2. Depth of percolation tests - /� inches "°^����� MinimumLiyuid liyuidcaraarywiN ���,,�&
Bednn�mt Gpacity gubage dispcual lih i¢side
2�x less 750 1125 I500
3. Texture �A� Percolation rate�-•s=a'r�mpi �,.<< �� ,� �
5 ar 6 1500 2250 3000
4. Land slope � % 7,R ur 9 2� ,� �
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
�sv gpd x 0.83 sq. ft./gpd = 2 z sq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') _ %4 ft.
3. Len�th of rock layer = area=width = � a=6ne.o sa o-o;n.eo aea=a Qo >
900 00o Dp'
`�i � sq. ft. - /O ft. _ lcE3 ft. :�°a ��°�<°(((""��� a
�. �-0
-� 4AOp�Od QQ'oenb�eoO o p
�o do Ro oonD ffD ab:�:.
Width�ft �p�000 o'p0'�OQDD D a oD e
<120mpi <10' Length��ft
E. ROCK VOLUME
>120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock;�sq. ft. x ��
ft. _�cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�L�' cu. ft. =27 =��cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; �� cu. yd. x 1.4
ton/cu. yd. _�tons.
F. ABSORPTTON WIDTH Absorption Width Sizing Table
1. Percolation rate in top 12 inches of soil is���'mpi ������, c�„� �o���
Mioutts pa Inc6 Sal Texturc per day per width to Rock
Texture �-✓`^' (MPI) squazc foot Layer Width
Fazter than 0.1 Coarse Sand I.20 1.00
0.1 to 5 Sand 1.20 1.00
2. Select allowable soil loading rate from table; o.��o s Fine Sand o.�o z.00
�Q a 6�a s o.� ,
, �d�ftz �b�0 3 '��, � �'�
to 45 t'Loam 50 -2�.40
46 to 60 Clay Loam 0.45 2.67
60 to 120 Clay 0.24 5.00
3. Calculate adsorption width ratio by dividing rock layer s�oW«�,��zo c�ay o.zo e.00
loading rate of 1.20 gpd/ft2 by allowable soil loadin rate;
1.20 gpd/ft2=�gpd/ft2= � � v v
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
� x�_ft - 2C•r ft
DOWNSLOPE DIKE WIDTH
i. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�� ft-�,�ft =�feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation �� Z feet
b. Multiply rock layer width by landslope � fool Cov�r
to determine drop in elevation;
t root ao •a
Slope Difference S�peretlon _ f��t
�_x = .� %�- 100= � � feet s�ov. o,rr.r.nu ; c
UDslo e WiEt�
c. Add depth of clean sand for sepazarion (2a) -���•� ROtk B W�at�
at upslope edge,depth of rock layer(1 foot) to depth of .�r.�� oow� oDe w�Atn
cover(1 foot)to find the mound height at the upslope edge r"•`
of rock layer;
l�ft+ lft+ lft=��,Z feet
d. Enter table with landslope and upslope dike rario.
Select dike multiplier of �,S7
e. Multiply dike multiplier by�sllp e mound hei ht
to find upslope dike width: � r7�x �:Z =� feet
f. Add depth of clean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
�.�ft+ . 3 ft= �.S�feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of �/+r�
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:��x���feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; C�p
�� feet
� U0f1 �WIOIh...
j. Total mound width is the sum of � -��••�
upslope dike(G.2e)width plus rock � R,�KB.,w,a��
layer width (D.2)plus o �o: o .w�a�h 1-""
��..� �°�::��
downslope dike width(G.2i); o� f
�Lft+�*�,? ft+�ft= � feet �� ,
k. Total mound length is the sum of '°°"" ' °•",°`"
, ��..�
upslope dike width(G.2e) plus rock layer
length.(D.3) 1� upslope dike width (G.2e); �
�t ft+�ft +��ft = �n feet
/ otai��nptn
owns ope ps upe
a:i a� s:i si �:> >:i �:i s:i e:� r.� e:�
x Nope
0 3D l0 5.0 40 7.0 7.0 �.0 5.0 �6.0 7.0 !A
1 3AD 117 5.7b 6.38 753 291 1.fl5 �.76 5.66 651 7.{i
fl �.19 l35 5.56 6.82 l.I� 2.� 1.5� 5.36 6.1{ 6.90
�J 330 � 5.88 7.32 8.86 2.75 3�� �.i5 5.08 5.79 6A5
/�t 3A1 � 6 6.25 7.l9 9.T! 26B �.17 {.8{ 5.�6 6D6
5 7Sl 5.00 667 057 10.T1 261 ].i3 l00 �.62 5.19 5.71
6 766 51b 7.1� 93! 1207 2.54 3.23 3.85 �.�1 1.93 5.�1
7 3.l0 556 7.69 1034 13.73 2.�8 7.12 3.70 �.23 t.70 5.13
! 3.95 5.88 837 IlSI 15.91 2.12 l.m 757 l.QS {.�9 �A!
9 {.11 6.25 9.09 13.W 18.92 2.J6 291 3.15 3.90 �30 �.65
10 {29 667 10.0 15.00 23J3 271 2.86 3.37 3.75 �.32 �.M
11 �AB 7.1� 11.11 17.65 30.IJ 226 27B 3.73 7.61 3.95 �26 L4
12 {IA 7.69 1250 21.d3 13.75 22� 2.70 3.12 7.�9 3.80 �.OB V
� MOUND DESIGN WORKSHEET
' � ' (For Flows up to 1200 gpd)
A. FLOW Estimatcd Sewage Flows in Galluns per day
�gPd)
Estimated '� c� gpd (see pages D-7 or I-3,4,5) �m,��
or measured -- gpd x 1.5 = - ���5 Type I Type lI Type III ��
2 300 2?S 180
B. SEPTIC TANK L:IQUID VOLIJMES 3 aso 30o Z�s �
4 600 375 256 „���
) -)�_�0 d� �-100o gallons (see pages C-3 or C-5) s �s� 4so z�o ;o
6 900 525 332 TIl Q�•
7 1050 600 370 m
8 1200 675 408 �d�d
C. SOILS (refer to site evaluation) �� �� u 5� ,��''.�.},►a
1. Depth to restricting layer = ) 4 }oy� inches �P�rT.nkC.pxitr�,;,,K.��,,,,
\umbct of Stinimum Liquid I.iquid c:.px�ty wiih
2. Depth of percolation tests = i � inches �Wm= �:�y�,y rub��=���„�.�
3. Percolation rate �. ) mpi z a�S� ,� "u
3a.a ian tsoo
4. Land slope (o % �,`aa9 `� ;c o
over 9 .._..
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 =
�S� gpd x 0.83 sq. ft./gpd = � sq. ft.� ���`%�
2. Select width of rock layer (10 feet or less) = J o ft.
3. Length of rock layer = Area = Width =
�y_sq. ft. _ �ft. _ �� ft. Rock Bed
r-r•r•r•r•r�r•r�r�f•r�f�r:r�:
�.�..•..�.ti.�.�.�.�..�........�.ti.... T
ti�`�{ftiftiftiftirtif:ftiftftiftif:f�.� tdth 510 ft.
tif,f,r,r,f,f,r,f,f,f,f,f,f,f,f
.� ti.�.�.ti �.�.... ............... 1
E. ROCK VOLUME •�f : :.:::.:.:.:.:.:
Length �
1. Multiply rock area by rock depth to get cubic feet of rock;
��s�sq. ft. x .1 ��ft. =2�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. 127 = �_cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�cu. yd. x 1.4 ton/cu. yd. _ � tons.
F. ADSORPTION WIDTH L`--�`� L°��''''�
1. Percolation rate in top 12 inches of soil is L . I mpi Absorption Width Sizing Table
Percolation Rate Galbns Ratio of
2. Select allowable soil loading rate from table on page E-; in Minutes per so��T�x��� �.r day pet �,b���o„W;�,�h
�� gpd/f� r�n cMPn �u�r� �o Rwk�a�n y�.
3. Calculate adsorption width ratio by dividing rock layer Facttr than 0.1• c�u s� ----- _-_-_
0.1 w 5 Sand 1.20 1.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�a s•• Fine Sand•> o.�o z.no
1.20 d/ft� . ��-1 d/ft - � ,(� � 6`°�s s�cy� o.�v i,sz
p�p ��_�» Z- 16 to 30 Loam 0.60 2.W
or� r� 31 to 45 Silt Loam 0.50 2.40
Check this value on page E-1 b. ���o Clay Lavn o.4s 2.��
60 w I20 Clay 0.24 S.W
4. Multiply adsorption width ratio by rock layer width to get Sl;���an c�aY ----- __---
required adsorption width;
�. � x � ft = � ft
�
1
�. vvYVNSLUP�. UiK� WIllTH
1. � If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for � :- �
absorption: �
a�,'1 ft-�ft =� feet ( ;
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation >. a feet
b. Multiply rock layer width by landslope to determine drop ,,,,,�
_
in elevation; Slope Difference ���
/� x�_% i 100 = . (� feet ��-�
c. Add depth of clean sand depth of clean sand for �� �'-�-��--�•
Rah&d Wh� �� �
separation at upslope edge (2a) to depth of rock layer to -���-�
rock depth and the depth of cover to find the total mound °°,-��`��'��_
height at upslope edge of rock layer;
/,Z ft + 1 ft + 1 ft = 3•�-feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3 .2�
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: '•= x : -�'� _ ) 0 feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
z.Z + .'l, = 3 .� feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
Select dike multiplier of S.Z l.
h. Multiply dike multiplier by do�vnslope mound height
to get downslope dike width: �3 "4l x z� _ � � feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of the two values as the do�vnslope c�ike width;
� 0 feet
j. Total mound width is the sum of upslope dike K«x��a�w-���ti��_''`�'`:.�:..ti�io���w,a�;::;i�.�:�.�.".:.:.:::.:.::...
width plus rock layer width plus �o�rnslope �" Kockl3edLength . ' ,.�i;'��
dike �ti�idth; ��'���`������..i�,,:....`..... ... . . . . . .. .. .. :�::��:��:
��::::1:�:::::::.::.:: � �����: ::..:.::.::.::.:��,��.::..:.-:..�...�..-•�.
� ft + �_ ft + Z Q ft = L� O feet l:pslope Dike Wideh_�;� ,':;':;; {:?{:;,:;},';;..,:;.;Upslope Dike W[dth I C�
k. Total mound lenpth is the sum of upslope
b t t' :{•�' �Downslo.�.�•�Dike�Widtti..2�...•�...•�.�.':.
dike width plus rock layer length plus � -� `��
upslope dike ti�idth;
. .:.�:.�:.�:. �. . �:.�
Lo ;� + � ft + 10 t; = 4��_ feei � •:. �.,:�,,.,.�., , ��
- _- -
-- -
,�_, _�
2� -►- c. �! + �7 n ` 1� `� _i o u
owns opc ps opc
3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 �6:1 �:1 8:1
%slope
0 3.0 4.0 5.0 6.0 ?.0 3.0 4.0 5.0 6.0 7.0 8.0
] 3.09 5.17 5.26 638 7..i3 ?.91 3.8i 4.76 .i.66 6..i4 7.41
2 3.i9 S.3.i �.56 6.82 tl.13 2.53 370 4.�5 5.36 6.14 6.90
3 3 w7 :.�: 5.&3 7.32 E f+� ?.T 3.>7 43i 5.�34 5.79 6.Q5
< _�. -Jh 6.2= 7.59 ,. - -.Fa 3.4: ..,. <�: S.:! 6.(kS
.. �__ �.b' b._ .,. �. . J.�i �.4� . _ .:y J.i i
6 __. . �.26-•' 714 . 9.33 ;?.2? ?I-: .. �_3.v ` 3.�i 4.;; 4.93 5.41
7 3a] .i.�6 7.69 1034 :3J3 2.3.9 3.72 3.70 4.Z3 470 5.13
8 3.95 5.6& 8.33 7154 li91 2A2 3.03 357 4� 4.69 4.88
9 d.11 6.25 9.09 13.04 15.y2 236 2.94 3.d5 3.�'J 4.30 4.L5
10 4;5 5.67 10.0 IS.00 �3.33 231 2.86 333 3.T 4.12 4.44
11 :.:5 :.15 I1.1] 17.65 '�.;3 225 2.;8 32i 3-0: 395 426
12 ._ �.r: 1_SO 27.43 --. � I '.ZI �-... _.._ �..- 3-ti; 4.Ob
PUMP SELECTION PROCEDL�E ' ` '
A. Determine pump capacity:
\ Gravity Distribution END PERFORATION OF A PERFORATED LATERAL
1. Minimum snggested is 600 gallons per hour(10 gpm)to stay ahead of W,w�,,,«
water use rate.
TopwU
2. Maximum suggested for delivQry to a drop box of a home system is 2,700 `
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �,�,�,,,,,�„�� ��`.L�er of Geouxtq�FoWk la tar-
arer ol My a Mrw torer�d
�'-' >`_ _�rrC�rosin paper!
m•w a PKIu�clbn Orllhd Horizonlally
Pressure Distribution • �,,, , r�a� �p
3. a. Select number of perforated laterals 3 .`��:�+�. , �, a �.a.� �2•�o �a9�
__. .:_.,. _......-..,:�.. ...- ._. _,..',`.' „ o� rrocr�oyK
b. Select perforation spacing= � ft. _-.�� F��a�«
Pwfao�lan lacoi�d al
c. Subtr ct 2 ft.from the rock layer length. c�.a,saw�,,., ������ �,•,��
� ,�, „� -2f�= (1. ,�ft.
akNw�so�� v.opvlr 5car�nw
B�fon Plockq So�d�ora
d. Determine the number of spaoes between perforations.
L.ength perf.spacing= (,co ft.+ �:, ft._ - � spaces TABLE OF PERApRATIpN DISCHARGFS IN GPM
e. �a spaces+ 1 = �'J perforations/lateral
' f. Multiply perforaHons per lateral by number of laterals to Head Perforationdiameter(inches)
get total number of perforations. � �
�� x �_�perforations. �13� �p �•
� 1.Oa OS6 0.74
r l S 0.69 0.90
g• � X aT=��gpm. 2.ob o.so �.oa
2S 0.89 1.17
SELECTED PUMP CAPACITY 3 G m 3.0 0.98 1.28
gP a.o i.i3 �.a�
5.0 1.26 i.65
B.Determine head requirements:
1. Elevation difference between um and int of dischar e. aUse lA foot of head for residential systems.
D P � � bUse 2A feet of head for other establishments
feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
_ �feet
3. Friction loss Pipe Lengch
a. Enter fricHon loss table with gpm and pipe diamctcr. � Poinc oF D;scharge
Read friction loss in feet per 100 feet from table. ;�vZ
F.L. _ �, ft./100 ft of pipe Elevauon Diffcrence
b. Determine total pipe length from pump to discharge p,�,p �3
point. Add 25 percent to pipe length for fitti►�g
loss,or use a fitNng loss chart. Equivalent pipe F-18b
length-1.25 times pipe length= ,/ 1.5;nch 2.0 inch 3.0 inch
3 l� X 1.25 = v�S fC'et gpm Friaim lou per l00 ft of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= ,:;`/ x � - �-, =]00=_�feet 14 1.28 0.38
4. Total hcad required is the sum oE e;e�•ation di�Ecrcncr, 15 1.63 0.48
18 2.03 0.60
special head requirements,and total frictiot� loss. 20 2.47 0.73 0.11
25 3.73 1.11 0.16
�D + � + f 30 5.23 1.55 0.23
(1) (2) (3c) 35 7.90 2.06 0.30
40 11.07 2.64 039
45 14.73 3.28 0.48
TOTAL HEAD � � feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
, C. Pump selection
� 1. A pump must be selected to deli��er at least �'-i gprn (Step A)
cvith at least� feet of total head (Step B).
Lc�cation, or Project Lot h , Block 1. , Coffin site , Orono
Borings made by �-P '�estinq , Inc . Steve Schirmers _ Date 10-27-93 � __�
Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIancl X , or Power , Flight , or Bucket X
Depth , Boring number 1 Depth , Boring number 2
in in
feet Surface elevation �9° - 6 feet �urface elevation 1.001. 0
� Topsoil dark brown loam � - ��pP�}� ���r�4`°z�-�oam _ __
� _ ���
0 - 6"
Brown clay loam Da-rk �„ __ 10„ brown clay loa
1 8" - 1 ' 2"-MOTTLED 1' 2" 1 Bro��n clay loam
Rusty oliv� brown 10" - 1 ' 10"-MOTTLED 1 ' 1 "
2 - ci�y loam 2 - Rusty olive brown clay loam
1 � 7�� _ 2 � 8�� 1 ' 1G" - 2-1/2 '
usty 2_1/2 ' - 2 ' 10"°l�oambro n
3 �tu.�ty oiive brown 3 usty 2 � 10" - 3 ' 2" °si��e Io°am
Ioam
4 - 2 ' g" - ' ' '"' 4 _ R�ist� olive gray
� ` loam
Rusty oiive gray
ioam
5 - 4 � 2�� _ � � 5 _ 3 � 2�� _ ; �
I
6 - 6 -
7 - 7 -
l
8 - � - i
�
�
F�nd o� t�o�ing at 5 � __ _-E�t . End of boriny at S � ��et .
_��... � , _ _ _ - ,. _ . +-�..-. . .,. . . _ - ., : _ .
_ � _.. � � _ _ _ - - . _ _ _ . , � r_ -�.. � � _ _ . t ��� �i� _ _ :� ,
hours after borin� . hcurs a`-�r boring .
vot ��res=�::� in hole__ X ;Iot ��resent in ho� � X -- —
�'�' �_ - = - - - • .,- -� - --� � � - •
1 � 2��
Obser�.�ed �. - ,.. , _ Observed at 1 10 reet of d:_��th .
�ec�_ o_ c. - _.� . -
.^70t D'_"?5�:; � 1T7 hol.e NOt p'LZSt`lt lil 110��__
�om;�ents : Comments :
`"_' . . V\i.��_ � . � , _ . .1)i ,
Locatiori or Project Lot 6 , Block 1 , Coffin site, Orono
Borings made by S-P iestinq, Inc . Steve Schirmers Date10-27-93 ' `- '
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : I�and X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 99-9 • 4 feet Surface elevation 991 . 5
0 - -- 0 - ---- —
To�soil dark brown Topsoil dark bro��n
1 - loam loar��
1 -
0 - 1-1/2 '
Brow loa�y 1-1/2 ' - 1 ' 10"-MOTTLED
� ��
- 2 - � ��
Gray brown loam Rusty olive broc�n 1 10
2 ' 4 " - 2 ' 10" clay loam
3 - Bro��n clay loam 3 _ 1 ' 10" - 3 ' 2"
2 ' 10" - 3-1/2 ' -MOTTLED Rusty olive gray clay loam
Rusty olive bro�an 3-1�2 � 3 ' 2" - 3 ' 10"
4 - clay loam 4 - Rusty olive bro�•�n
3-1/ 2 ' - 4-1/ 2 ' clay loam
Rusty olive gray clay loam
5 - 4-1/ 2 ' - 5 ' S - 3 � l��� _ 5 �
6 - 6 -
7 - 7 -
(
8 ' 8 - i
�
End of boring at 5 � reet . End of boring at 5 � fe�t .
Standing .:ater tabl� : Standin�� �:�ater table :
present aL feet of deptr„ present at feet of depth,
hours after boring . hcurs after boring .
Not present � n hole X Not present in hole X
hlot�i�=� soil . .:u,,tlec� �cil .
Observed at 3-1�2 ��et of d�pth . Observed at 1 ' 10" feet of depth .
Not present in hole PJot present in hole
Comments : Comments :
� .�,.1 1 1' i�_.. _ ., _ _ _ -----
Lbcati•on or Project�Qt 6 , Block 1�_C_9f_�� site , Orono ___
Borings made by ;;-P :estinq , Inc . Steve Schirmers _ Date 10-27-93 ' ' '
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth , Boring number 6
in 993 , 1 in 991. 6
feet Surface �levation feet Surface elevation �
� Topsoil dark brown loam �
0 - 6"
1 - Brown clay loam 1 _ Topsoil dark brown
loam
6 " - 1 ' 10"-MOTTLED 1 ' 1 "
2 Rusty olive brown 2 0 - 2 ' 4"
clay loam gra loar'�2 ' 4" - 2 ' 8"-P�IOTTLED 2 ' 8"
3 _ 1 ' 10" - 3 ' 3 _ Rusty very dark gray clay
Rusty olive brown
2 ' 8" - 3 ' 4" loam
loam Rusty olive gray clay
4 _ 4 _ 3 ' 4" - 4 ' loam
3 ' - 4-1/ 2 '
Rusty olive gray
silty loam
S - 5 - 4 � 5 �
6 - 6 -
7 - 7 - (
l
a — a — I
�
�
End of boring at 4-1/ 2 ' ���t . �nd of 1,ori::g at 5 ' fee�.
�ta�:�i�-:;; .. .�-r '��..� � _ . Standi��c .._`�r tab�� .
pres�nt at r��= o� uepth , present at f�et of deptn ,
hours a�te� borinq . ?�curs a�ter boring .
Not preser.t in hoie X Not present in hole_ X
hlottied soi � . ��iottled so� ': .
Observed at 1 ' 10" , ' Observed at 2 � 4�� _ feet of depth .
�ee= or c�� �th .
Not present in hole i�ot present �n hole
Comments : Comments :
' Lt,t:l': nUU(L7
PERCOLATION TEST DATA SHEET . � �
Percolation test readings made b� �-•P Testinq, InC . �� 10-28-9 3 starting ar $ : 4� a.m:
,�a«,
Testholelocation Lot6 ,B1k. 1,Coffin site 10-27-93
. Hole number 1 , Date hole��as prepare�l
Depth of hole bottom 1� inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil tetture
� - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratchino side�t�all Knif e
� 2
Depth of`_ra�el in bottom of hole inrhes
10-27-93 11 : 30�m 12
Date an�1 hour of initial u�ater fillin� . Depth of�nitial ���,u�r fillin�> inches abu��c hole bottom
1lethod used to maintain at lea�t I� inches of���ater�lepth in hole f��r at least-1 hours AutomatiC siphon
6
, �laximum ����t�r depth abu��� hole bottom during test inrhes
Time � � Percolation
:ime inter�•al. � I�tea�urement, Dr<�p in ���ater rate. Rcmarks
minutes inches Ie���l. inches minutes per �
I ' � inch
• 8 : 33 prefill �, 6 � � i I
8 : 47 9 : 17 I " 3 i 10 . 0 30 min
9 : 21 9 : 51 " � 2-7/8 i 10 . 4 ' " "
9 : 55 I 10 : 25 j " I 2-7/8 I 10 . 4 � " "
� I i i �
- ! ' I
, , ;
- - ----- ---_--------- , ---- -- _
� - ' - - - �
i i -- i , - -
- ,
i ------ ---
, , ,
- - i - -- - --
i
; �
Perculation rate = l� - � ;:lioutes per inch.
' CERT.'�00627
. , , _
. PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 10-28-93 8 : 48 �'��
Percolation test readings made by on starting at p.m.
Lot6 ,B1k. 1 ,Coffin site 2 ��"' 10-27-93
Test hole location , Hole number , Date hole was preparecl
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 6" Topsoil dark brown loam
6" - 12" Dark brown clay loam
Method of scratchin�side��all Kn i f e
Depth of gravel in bottom of hole 2 inches
10-27-93 11 : 30am 12
Date and hour of initial ��ater tilling . Depth of initial ��ater filling inches above hole bottom
Method used to maintain at least 1? inches of water depth in hole for at least 4 hours AutomatiC Siphon
, �laximum��ater depth abo��e hole botrom during tesr 6 inches
Time Percolation
:ime inten al, � 1leasurement, Drop in water rate, Remarks
minutes � inches level, inches minutes per
inch
' 8 : 33 refill 6
8 : 48 9 : 03 " 4-1/4 3 . 5 15 min
9 : 11 9 : 26 " 4-3/16 3 . 6 " "
9 • 27 9 : 42 � " " " �� ��
I
�
I �
i
I
� I — —
I -
� -- --=-------- ---- --- --
� i � _
I
I
Percolation rate = 3 • 6 minutes per inch.
���... . u 4
-.., ..�......, .. ._ .�..,.�....,....
CEiti. nG0627
� . �
. PERCOLATION TEST DATA SHEET +
S-P Testing, Inc . 10-28-93 8 : 49 a.m.
Percolation rest readings made b�� on starting at .m.
�datel
Test hole location Lot 6 ,R 1 k. 1 ,Co f f in S i te Hole number 3 , Date hole�t as prepared 1.0—2 7—9 3
Depth of hole bottom 12 inche,. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchine sidewa(I Knif e
Depth of��ra��I in bottom of hole 2 inche5
Date and hour of initial �ti�ater fillin�_10-2 7—9 3 ���th3��S��ial ���ater fillin�_ 12 inche�aho��e hole bott��m
�tethud u�ed to maintain at lea:t 1� inches��f��ater clepth in h��l� fi�r at least-3 hours AutOmatiC siphon
, ,1laximum ���atcr depth abo��e hole bottom during Ie�t 6 inche•
Time � � Percolation
�;ime inter��al. .�le�i�urement, � Drop in���ater ra[e. � Remark�
minute� inches le�el. inches minute:per
� inch �
� 8 : 33 prefill 6 �� �
8 : 49 9 : 19 " i 4-3/16 7. 1 30 min
9 : 2 0 �� 9 : 5 0 �� �� �� , �� ��
9 : 56 � 10 : 26 " ; " " � " "
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Percolation ra[e = � • 1 minutes per inch.
� 'CERT: #00627
� �
. PERCOLATION TEST DATA SHEET
a.m.
Percolation test readings made by S—P T e s t i n q, I nc . o� 10—2 8—9 3 starting ar 8 = 5 0 p.m.
�v�,ei
Testholelocation Lot6 ,Blk. l ,Coffin site 4 10-27-93
,Hole number , Date hole H�as prepareci
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchine sideuall Knif e
Depth of gravel in bottom of hole 2 inches
10-27-93 1�: �.Oam 12
Date and hour of initial «ater tilling , Dept o initial water fillin�i inches above hole bottom
�4ethod used ro maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s lphon
6
, Maximum water depth above hole botrom durin�tesr inches
Time Percolation
:ime inter�•al. '�leasurement, Drop in ���ater r.�te. � Remarks
minutes inches level, inches minutes per �
inch
• 8 : 33 prefill 6
8 : 50 9 : 05 " 5-1/2 2 . 7 15 min
9 : 10 9 : 25 " 5-1/4 2. 9 � " "
9 : 28 9 : 43 " 5-1/8 2. 9 " "
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Percolation rate = 2 ' 8 minutes per inch.
• _�..� :TOG627
PERCOLATION TEST DATA SHEET � � � �
Percolati�m test readings made by S—P Testinq , I nC . o� 10-28-93 starting at 8 ' 51 p.n�.
rda�el m.
Lot6 ,B1k. 1 ,Coffin site 5 10-27-93
Te�t hule location . Ho1e number , Date hole was prepared
De�[h rf h��le bottom 12 inche�. Di�+meter�,f h��le 6 inches
S��il data from test hole: �
Depth, inches Soil texture
0 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam
�i�th���l��f,cratchin��sicie���all Knlf e
� 2
U���ih ��f�ra��rl in b��Il��ni��f hole in�h��
10-2?-93 11 : 30am 12
Uat�an�! nour of initial ����ter fillin<� . D�pth of in�ti:il ��at�r fillin�� inches above hole buttom
�l�th�,�i u•c�i t<� maint�in .+[least l� inche,�,f��:iter�l��th in h��l� t��r;it I�.i�;-1 hour;
Automatic siphon
6
_. �la�ir�uni ��atcr d�pth abo��e hole bottom during test inrhes
Time � � Percolation
�i��,. inten�al. �l.a,urem�nt. [)r��p in ����ter rate. ; Remarks
� minute� � inche> I���ei, inches minutes per I
� � inch I
• 8 : 33 j prefill 6
8 : 51 ' 9 : 06 " - 3-5/16 4 . 5 15 min
9 : 09 9 : 24 — "-- - --- 3-1/4 4 . 6 " "
_9_: 29 - '; 9 : 44 ' " 3-3/16 4 . 7 i " "
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P�r��,�l�iti<�n rut� = 4 " 6 iuinutu ;�c, inci�.
� CERT . n00627
. .
PERCOLATION TEST DATA SHEET
Percolationtestreadin�sm�.deb� S—P Testina , Inc . on 10-28-93 startin��ar 8 : 52 p
� . re�r�� _
Test hole location Lot 6 , B 1 k. 1 ,C o f f i n s i te H��le number 6 , Date hole ���us preparec� 10—2 7—9 3
Depth of hole bottom 12 inche�, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark broe�n loam
�tetho���f�cratchin��ide��;ill KNif e _
2
I)eplh t�(gr,i��el in be�ttunl��1�h<�le inrhe�
[)�te �in�l hour��f initial ���,irc-iiilir,=_ 10-27-9 3����',�O�ml ��,iter fillin__ 12 inche>abo��e hole bottom
�t�th��d u�e�1 tu maintain :,; i"��t 1� inche>��f���ater�ie�th in h��l� f��r at le��;-i hour� AutOmatiC S lphon
, tit.i.�ir.�um ���ater d�p[h above hole bottom durin�_test � inche�
Time ' �� Percolation
,�ime int�n�..!. �tcasurement. � Drup in �+�at�r rate. Remarks
! minu:.� � inches �� I���el. inches minute�per
� inch
� 8 : 33 prefill 6 ,
— � ------ --- —
8 : 52 ; 9 : 22 " j 3-3/4 8 . 0 30 min
9 : 23 � 9 : 53 � " i 3-5/ 8 ; 8 . 3 " "
9 : 54 � 10 : 24 i " - � - 3-1/ 2 8 . 6 " "
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A.Y. M�DONALD MFG. CO.•P.O. BOX 508•DUBUQUE, IA 52004-0508•319-583-7311 •TOLL FREE 800-292-2737•FAX 800-832-9296 'rJ
DATE TIME
CITY OF ORONO CALLED IN `' -.73 - y 7
INSPECTION NOTICE��3-� SCHEDULED �_� % �
PERMIT NO. OMPLETED � ��
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W 07 DEMO—FINAL C�5 SEPTIC INSTALL.� 22 FOLLOW-UP
2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL Z8 CEDAR SHINGLES 36 FOUNDATION REMOVAL
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CAL�INSPECTOR = CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspecti 24 hours in advance.473-7357
OwnerlContractor
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN �C�l-ri��;>
INSPECTION NOTIC SCHEDULED � '' i r� •�s' � �C-�
PERMIT NO. �!� COMPLETED Ia' I`� " `�� �
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� 07 DEMO—SITE _�ZSF.Q���- .�� 21 COMPLAINT
W 07 DEM�FINAL � EPTIC INSTALL. ', 22 FOLLOW-UP
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= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PIUMBING FINAL 2$CEDAR SHINGLES 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
i� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContract ' e:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DA E TIME
CITY OF ORONO CALLED IN ��' �' 7
INSPECTION NO IC SCHEDULED ���7 /j� �G
PERMIT N0. � '% f COMP�ETED
ADDRESS �`�`�--% I % � ��,
OWNER CONTR. .i,r'_�,«-Q_�
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� DESCRIPTION ��io�.���r�� < /t'���'�`. �� .
� 01 FOOTING ''11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 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
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�' 07 DEMO--SITE 27 SEPTIC MAINT. 21 COMPLAINT
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G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance.473-73rJ7
Owner/Contractor on '
Inspector. -
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE� ��� SCHEDULED � �
PERMIT NO. connP '
ADDRES
OWNER CONTR.
TELEPHONE N0.
� DESCRIPTION
ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEP L. 22 FOLLOW-UP
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J 10 PLUMBING FINAL 36 FOUNDA ION/REMOVAL
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Call for the next inspe ion 24 hours in�dv nce.473-73rJ7
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Inspector. ��
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE �,?�!3�� SCHEDULED ,`/ __��
PERMIT NO. 1�� COMPL TED /� /
ADDRESS
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
� 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
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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�spection 24 hours in advance.473-7357
�� �
Canary CopylSite Nr�
DATE TIME
CITY OF ORONO � CALLED IN
INSPECTION NOTICE ���� SCHEDULED if�C
PERMIT NO. connP�ErEo
ADDRESS �
OWNER CONTR. �..�1 .lU' �
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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� 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL
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❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the nex ins ection 24 hours in a vance.473-7357
Owner/Contractor o
.
Inspector.
White Copyllnspector's File Canary CopylSite Notice