HomeMy WebLinkAbout1996-008310 - new septic system r .
PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 '=:r�!F'�; °� 4��T�.n
Crystal Bay, Minnesota 55323 Permit Number: t�;:y;=;;;$t�
(612)473-7357 Date Issued:
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SITE ADDRESS:
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DESCRIPTION:
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�_:,��,�r.�. :� �.��t.�r ��rr�Eit• Typ� t�i��,� '=;��`TIC: '=�Y°��T�
`.=;wta}Nt' s�.�F �ct�•�F �,�i_i)'I�:; T t��� �i,'�'.:��[}��t:�
REMARKS:
FEE SUMMARY:
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CONTRACTOR: - �;�,�,� i��,;�. - OWNER:
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APPLICANT PERMITEE SIGNATURE ISSUED BY:SIGNATURE �G�•
; ` � _ ��3,d
CITY OF ORONO S�PTIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, N1�t 55323
. �- s�.�.�5 ,�� �Ad
JOB SITE ADDRESS. ..lP
Occupancy Type: Residential
X Commercial Other
Permit Type: New o eplacement Svstem $100.00 ����
Repair E�sting System, $ 50.00 .S�
(Tanks or Drainfield) /• �`�
'�' � ,� v
0.54 State surcharge added to above fees
*See fee schedule for non-residential permit fees
l PhoneNumber: fr7G'G�Z �
Owner's Name: i�/�A l�,eoe E•�- � City: 6.�vn�o �P�,�S�s
Mailing Address: S' phoneNumber: 4�2-s8..�s
Contractor's Name: �c-
Mailing Address: gs�o •�R����'%"� City:���� �P�d�!
DO NOT MAIL PAYMENT WITH THIS A�'PLICATION
GENERAL �1STRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at tb.e City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City O�ces and work must not begin unless the permit card is on the job
site.
2, permits will 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 signed by the Ciry 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, Tan1c installation prior to covering. ection is re uired
C. Drainfield trench installation prior to covering. For mounds, insp q
after- rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure disuibution piping installation in � rock be�d• S�tion
D. Final inspection to verify proper final cover depths and to veri that all ump
(where required) components are functional and comply with codes.
5, Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
+
.a!� . -r.�r.
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NOTE: Applicant must in.itial all spaces. Fill in all appropriate blanks, 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 installina � �g/���H����'�
. A. Tanks: recast Concret _ Other Manufacturer
Tank Capacities: / o gal. 2) /000 gal. 3) �, gal.
B. Pump Station (if required)
Pump make & model ;�u 11� �A � c� (attach pump curve &
literature); system design requires Z� Spm at /-� feet of head.
High water alarm make & model,l,E�el G����� • Outside
electrical work to be completed by installer >C electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. x Mound
Depth of rock below pipe
" Rock bed dimensions /o 'x 37'
Drop Boxes Sand bed dimensions y/ 'x�'
Distribution Box Pressure Dist. Pipe Diam. � 2°
� Maniford Pipe Diam. 2' "
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
�'(� trucked in
The undersigned hereby applies to the Ciry of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the Ciry and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
i natureofA licant: � Date: c� 'Z �` ��
S g PP
MPCA Certification No.: � 98
Staff Review: Appro ,/� enial
Reviewer: Date: �����
Reason for Denial: .
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0 20 40 ��60 80 100 720 140 760 180 0 40 80 120 160 200 240 280 320 360 400 440
U.S.GALLONS PER MINUTE I I U.S.GALLONS PER MINUTE
; � � ' � � , ; FEATURES �
i _ , _ �
�tor Housin � Cast Iron
_...�_.; . �."" .�: _' � :` - - -- 9
-{ . �� � -. �. � � � ; Shaft 420SS
i �
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� �� �� ��� � �1�. � �. Lower Seal Carbon and Ceramic �
� 58� " ` "-"'"�'�""'�"'."�'� "'-��"`"'�'�-�-�- - Bearings Heary Duty Ball �
w -t3ooslEp � �- � ���- i I � •Impeller Cast Iron
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Z �po • `�' i }t • '- ` Botrom Plate Cast Iron
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I O 24 1 �P , 1��'•+ � I LiRing handle Watertight cable entry
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I 16�` ," "j� `-" i.` � ' . � High to�que capacitor start ;
} �� �� Tr � - � t motors for single phase units Dual voltage �
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0 40 80 120 160 200 240 280 320 360 400 440 Builbin thermal protection ��
U.S.GALLONS PER MINUTE in single phase units
; � ��'`� Oversized self-
'� lubricated ball bea�ings
A.Y. McDonald Mfg. Co. now offers a full line
of Sump, Effluent, Ejector and Grinder Pumps ov�am��a��Y - - , _ — i
balanced rotor
for home and light industrial applications. I
'. Oil filled motor I
Sump Pumps - featuring high torque Upper lip seal angle = - I = _
capacitor-start motors. Rustproof construction, mounted tor�ong�ife = = ' — qu externa� i
1 hardware 304SS i
/a" pump down, easy to service. Available in
'/3, 1/z and I'/z H.P. models. I seai ou�nambe� _ - - I
Sewage Ejectors and E��luestt Pumps - - j
. ,
Capable of handling 3/a", 2" and 2'/z" solids, A��o-R��e�o�s����,+o� '
available in 4/lo through 3 H.P. models far �
residential and light industrial applications. �
i Open 2 vane non-clog � �
� impeller with back vanes 2"or 3"
Grinder Pumps - The pumps that ;
I discharge tlange ���,
disintegrate solids. For pressure sewer systems,
Spiral bottom plate, i
restaurants and indust . Re laces s stems that I ad Carbon ceramic
� I�7 p }� justable and selLcleaning mechanicai seal Adjusting screw
need screening or occasionally clog. Available �
in a convenient 2 H.P. packaged system. •,oao„EF s s� �mPe��e�s a�e Po�Yam�de i�
O � CITY OF ORONO
� �
� � �.�• �� " �
,�,7. ,,:�, � SEPTIC SYSTEII�I APPROVAL
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' C ITY o� OR��TO
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� '1 t'�d r '�' Post Office Box 66
��� � �'� ��i� O c���Bay,Minnesota 5532,i-0066
kES�I���
- LOCATION: 65 Stubbs Bay Rd. N.
OWNER: Amelia Kroeger
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: swedlund septic REPORT DATE: June 17, 1996
The City of Orono has Approved your on-site system design as of June 2 4, 19 9 6
(approved-disapproved) (date)
with d�e following cotrunents: The drainfield site is located approximately 40 '
from the edge of a wetland located on the City Wetland Inventory. A
variance is granted as no other alternatives are available . The site
meets all State and City Codes .
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 inspec[ions 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within�0'
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 O O O
By r,� ',,� ��` �� �f�_--
Stephen eckman, On-site ystems Manager
� TELEPIiONE-473-7357�FAX-473-0510
� � � � ' � ao Swedlund
SWEDLUND
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S ervice
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�stallation Estimate
Prepared For:
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Site Address:
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S�aE`� Certifieci
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� Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
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' MOUND DESiGtV WORKSHFET
(For Flows up to 1200 gpd)
A. FLOW D�� �
�_gP p g A ESIWtFF�SCw�GC ROwl iN ULLOtit.f71�..
� fl
Estimated O d �$� a es D-7 or I-3�Y� 5� �� r.� or acs�ov.cc° �
or measured gpd. �°"°°� _ � II s
2 - � �� ,.� .ox
3 .70 30o ti. a,
• {00 ]7� � •aw
B. SEPTIC TANK LIQLJID VOLUMES : ,'o �n ;;� '�.`
Z—/O D O �allons (see pages C-3 or C-5) ' �� � 37�
e i zoo s» .o� c�..
C-3
SEPTIC T�HK CAVACITES, IN GALlONS
C. SOILS (refer to site evaluation
1. Depth to restricting layer = i�$ inches "'�"�`.��`m
Ma��O I��W{IY MIMO�N�Uf
YDMOY! UOUN CU�UT� 0�lIO��I
2. Depth of percolarion tests = /2 inches ,a,,,. ,., ,,,,
3. Percolarion rate 2 O mpi ��� �••� ,,•a
�a�� i�ae �t�a
4. Land slope_, �_°'o ,.�a�
,.e. �.00
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
Sb gpd x 0.83 sq. ft./gpd =•3�-3 sq. ft.
2. Select width of rock layer (10 feet or less) _ /O ft.
3. Length of rock layer = area i width = I
3 73_sq. ft. y /o ft. = 3 7 ft. Rock Bed
f•f.r.I•f.f•f.t•f•t•f•I•l.t•tT
ti•ti•5�•ti•ti•5�•ti•t•L•�•ti•ti•ti•ti•L• I i
� tiftifti�ti�ti�ti:ti��f'Lfti�tif~1tif�ftif idth Sl�
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E. ROCK VOLUME �-- Le��,--� I
1. Multiply rock area by rock depth to get cubic feet of rock;
3 7�3 sq. ft. x�f t. =3 73 cu. f t.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yazds;
373 cu. ft. 127= /`� cu. yd.
3. Multipl cubic yards by 1.4 to get weight of rock in tons; �
.,/� cu. yd. x I.4 ton/cu. yd. = Y�tons. �
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is 2o mpi E-16
2. Select allowable soi� loading rate from table on page E-16� �++D'+�a+�aaetin�awuuwoarcu.oe �
, c� gpd/f t2 :..d.� .r...,...,.M� —I I
,.,. �.-��.�
3. Calculate adsorFtion width ratio by divi ding roc k layer '""" "'"'� `�" " " = �
•n� � �.ae �.ea �.a �eo �
l�adir.� rate of 1.2n �pd/ft2 by allowable soil loading rate; • " °" '" "' "'
,. �a ..� o... .... .oa-
f� .�� e.�e a.w reo f..a
1.�� gpc!/ft?_y _�loo gpd/ft2 = 2 •o v •• .•� ^.• _,_ •� � _•, '
-- ., .,t, a t. o.,. ... �o0
Cherk this value nn page E-16. '
4. Multipiy adsorption width ratio by rock layer width to get �
required adsorption width; �
__Z x� ft = Zo ft �
DOWNSLOPE DIICE WIDTH
i. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
Z o ft- �o ft= � o feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer:Separation �feet
b. Multiply rock layer width by landslope � roa� co�.�
to determine drop in elevation;
t reot Ro •a
Slope Difference s•ve�.t�e� � _ �..�
l�x�_%+ 100=i�feet s�oo�o�ttmne• •a t
uos ove w�a�n
c. Add depth of clean sand for separation(2a) �-��e� R,�k �a w�a�n
at upslope edge,depth of rock layer(1 foot) to depth of �8 r..� oow� � o.w,acn
cover(1 foot)to find the�mound height at the upslope edge ��''••�
of rock layer;
/ ft+ lft+ lft= 3 feet - .
d. Enter table with landslope and upslope dike rario.
Select dike muldplier of �.d 3
e. Multiply dike multiplier by upslope mound height
to find upslope dike width:3,o 3 x 3 -�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+L�ft=3�feet
g. Enter table with landslope and downslope dike rario.
Select dike multiplier of S 8$
h. Multiply dike multiplier by downslope mound height
to get downslope dike widthti5'.8�x �.� _ .ZZ 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; ,5.�'
z Z feet �o. o.w�a�h
j. Total mound width is the sum of -�-����
upslope dike(G.2e)width plus rock � R,� ,w„��
layer width (D.2)plus o uus .Niain �� "" �o .w�ai�
downslope dike width(G.ti); 3 �"" �`••`
�ft+��ft+ Z Z ft= 4 / feet �
;
� .......DOwnflo0�WIOt� :.: " :..:..
k. Total mound length is the sum of �,���� .
upslope dike width(G.2e)plus rock layer ` `
len h(D.3)p lus upslo e dike width (G.2e);
�ft+3�ft+�ft = SSfeet
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S �53 S.� 467 157 10.77 261 737 �.00 {.Q 5.19 571
6 �i6 5.76 7.1{ 9.30 1207 2S1 3.7� 3.65 I.�t 1.93 SAl
7 �JO 556 7.E9 I03! 13.73 2.�8 3.12 7.70 �.23 �.70 5.17
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9 �.11 6.25 9.W 13.01 tB.92 2.76 29/ �AS 3.90 {�0 �.65
10 {29 i67 IOA 15.00 Z733 23t 2B6 3.33 3.75 f.12 {.N
Il tA! 7.1{ 11.3] 17.65 30.�J 226 278 3.27 3.61 3.95 1]b `A
12 �b9 1.69 1250 27.�3 t3.7i 227 270 7.12 3.{9 3.BD !A! VY
PRESSURE DISTRIBUTIOl�1 SYSTEM
1. Select number of perforated laterals �
2. Select perforation spacing = .� ft.
3. Since perforations should not be placed closer than 1 ft. to
the edge of the rock layer (see p. E-14),subtract 2 ft. from the
rock layer length.
�3 7����,-2 ft. = 3-S ft.
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round E-17a
down to nearest whole number. TAB OFPERFO N DISCHARCES IN GI'��
Head Perfor ' eter(inches)
Length perf. spacing =3S ft. + .3 ft. _ /� spaces � � 4
(3) (2) �.oa o.s o.;a
1.5 0.69 0.90
5. Number of perforations is equal to one plus the number of 2.ob o.so i.oa
2.5 0.89 1.17
perforation spaces . s.o o.9s i.2s
4.0 1.13 1.47
_�;Q 1.26 1.6i
�spaces +1 = /Z perforations/lateral aUse l.0 foot of head for residential systems.
bUse 2.0 Eeet of head for other establfshments
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. E-17b
3 �z .Wi...W...�..�m...«�rr�►,.d....,.WN�
<I0�wra�p.�er�s
la�erai s X peds/lacenl- � perforations. �;�. 1 inch 1. inch 2.0 inch
2.5 14 18 2�
7. Determine required flow rate by multiplying 3.o ts i� ?�
number of perforations by flow per perforation a:o ii is i3
(see page E-17) s.o io ia z�
.�'
� x �/ � _� gpm•
E-?5
�4D,.4�..Qe d.�O,K.,.�.,n0,,.,.W
��
8. If laterals are connected to header pipe as shown on page E- �
15, select minimum required lateral diameter from table on
�,,Y.
page E-17;enter table with perforation spacing and number ,,.��'' ��-
of perforations per lateral. Select minimum diameter for ��''�
perforated lateral = Z inches.
E-12
,.,.,.,�.,,,.:��;.,�_
9. If perforated laterz; system is attached to manifold pipe near �`_"�':_,..�,�
the center, as on page E-12, perforated lateral length and -�
number of perforations per lateral will be approximately one ��"'r�'��
` - -•.•�,��
half of that in step 8. Using these values,select minimum _.. . ,,,,,
diameter for perforated lateral from pa�e E-17 as ^" �,��'` "-"
i nches.
pi MP SELE�TION PROCEDILRG
A. Determine pump capacity:
END PERFORATION OF A PERfORATED LATERAL
Gravity Distribution ��,,..co�..
1, Minimum su�ested is 600 gallons per hour(10 gpm)tc�stay ahcad of ��� `--� `
water use rate. T°0`°'� _
2. Maximum suggested for dclivery to a drop box of a home system is 2,7(x) �: . --_-- • ����,«or��,�.r,;,�F,a,�ia,,�,-
�'� wilh red rosin poperl
gallons per hour(45 gpm)to prevent build-up of pressurc in drop box• �oamY S°nd�°Nar incA lapr ol FaY a aV°"'c°•end
' �y`�-�-� -Perlaotion d11Nd Na��u��ally
r er wg,� °J�4^4-- Inlo D �or Top
�F �.,r:.�,.'.
�C � ��-'�-A1 lwsi 12�io EJye
Pressure Distribution ��:P��, ,�� o, ,:ak�,y.,
4Qrom flald.Rock_•;1� � .. ..,�;i
3. a. Select numbcr oE perforatcd laterals ft _.P���wo�����_��uled o�
b, Select perforation spacing= c,.a�Said WWr Bouom el Lotval
c. Subtract 2 ft.from thc rock laycr length.
,� y�. �� -2 ft.= ft. °e�i�°�N«°�v s��io��rw
d, Determine thc numbcr of spaces betwcen perforations.
Length perf.spacing= ft.+ ft.= spaccs TADI.F.OP PERPORAT(ON UISCi IARCrS IN CI'M
�, spaces+1 = perforations/lateral
Hcad Pcrforation diameter(inches)
' f. MulNply perforations per lateral by number of laterals to -
� '/
get total number of perforations. �» � _
X - perforations. �� 0.56 _ o.�a
teo s pe e teral
l.5 0.69 �•�
g. �, x g�,,, �= gPm• 2.sb o.s9 t.t�
3.0 0.98 1.28
SELECTED PUMP CAPACITY �� gPm 5 0 �26 t.65
B.Determine head requirements: aUse 1.0 foot of hcad for residential systems.
1. Elevation difference between UTT1p atld j�0111t Of a1SCIl3i�e. bUse 2A feet of head for othcr esWblishments
feet
2. If pumping to a pressure distribution systcm,add five feet for pressure
required at manifold
�_feet p;��ng�h
3, FriCtiOn loss r .97� Point of Discharge
a. Enter fricNon loss table with gpm and pipe diamcter.
Read friction loss in feet per lOQ fect from tablc. Ele�a�ion D'►[ference 8
F.L._ ��ft./100 ft of pipe
b. Determine total pipe length from pump to discharge � Pump
point. Add 25 percent to pipc length for fitting
loss,or use a fitNng loss chart. Equivalent pipe F-isb
length-1.25 rimes pipe length= Q 1.5 inch 2.0 inch 3.0 inch
�_X 1.ZrJ= •3 v f CCt sP�p Priction loas[K:r 100 R ot pipe
c. Calculate total friction loss by multiplying �o 0.69 0.20
friction loss in ft/100 ft by equivalent pipr length. feet t4 i.28 0 38
Total friction loss= �X-�-}��x�-'�- 16 1.63 0.48
4. Total head required is the sum o f e levation di f feren c c, l g 2.0 3 0.6 0
2p 2.47 0.73 0.11
special head requirements,and total friction lass. 2g 3.73 1.11 0.16
8 30 5.23 1.55 0.23
+ S + �' 35 7.90 2•06 030
(1) (2) (3c) 40 11.07 2.64 0.39
45 14.73 3.28 0.48
� feet 50 3.99 0.58
TOTAL HEAD 55 4.76 0.70
60 5.60 0.82
�. Pump selection
1. A pump must be selected to deliver at least 20 gpm (Step A)
with at least/� feet of total head (Step B)•
�
�
. �� � LoEs o_f Soil Borin�,s
l.ocatlon or Pro)ec[ __����v�,�_ ,�q �
Borings made by �e%v� __ Dace �^ /2 — 9�v
Claaelfication Systen: AAStI� ; US�n-S('�; x ; URlfied ; other
AuRer used (check [vo) : Iland x. or Poaer _,; Fli�,ht _, or Bucket �; o[her
D�pth� Bor1nK numb�rr � � � Ue��th� Burlr�� numher BZ
1� Surlace elcvation ln
EreC — Surf:.cr elevution
feet
0 -- �
,B/.� .C�A.n. . _ �/�S' �.�.�
1 — (
�a y� 2/� �d y� Zi.
2 — �.
�o y,�3�� �o y�z 3�i
3 — - 3 .� �
/�Io�%s �o ye 6/� �o -.3� �,
4 — �,30 ��.� � �o y2 3/i
5 - �v� � ��� '� 5 __ ��� ��y�- S/�
6 —
) --
8 ---
9 --
10 — 10 —
�:nd of bocin�; at ____� f�t�c. End of GorinF at ' /�-� feet.
Standinb watkr [ablr : Standink vater [able:
Present at �_ f�et of �1�pth, Present at �— fcet of depth�
G'� rL%ti t�oury afcer borinK. �— houra after borinR.
No[ pres�n[ !n bo�in.}� F�ule _ Not present in bori�v hole JVO ,
Mot[led soil : Mot�l�d soll :
nl,sr.rv�d .,� 2:� f«c nf d�•��ch. �hserved :,[ �_ feet nf depch.
Not ��re:��•nt 1n borlr.�� hcic _�_ No[ presernt !n borinF� hole
' LoEs o_f Soil Borinp.s
I.ocacion or Pro�ecc _,�L_`,��,6,ds N /�� �
Borings made by �(,��'d lv.v� __ Dace (p "/z — 9�_
Claaeificatio� Syster►: AAS11� ; USDA-S(`�. �� Unified ; other
AuRec used (check cuo) : Itand �, or I'ower _^; Fli�;ht _� or Aucket l�; other
D�p[h, Bor1nK numb�rr �� � Uc��th� Burin} numhrr
in SurCace elevatlon i� Surf:,cr elevution
fret ---- fret
0 _- �
3,,�' t,o n ►-�-`..
1 — 10 � ►2. Z / / --
2 — --
3 _ 1 c� � 3 / � _
M, ol�� Ai' zg .�
a — �ny2 ��� —
S — 5 __
6 — _
� — •—
8 — _
9 — _
10 — 10 —
�nd of borin�; a[ _ '� f����. End of borinF dt feet.
Standinb vater [able : Standin� vatrr c.�ble:
Present ac fc�t of �t�pth, Presen� at fcet of depth�
�— 1►ours af�er borink, houra after borinR.
Not pres�nc 1n borin,}; hule /VO . Not presen[ in borin.v, hole
—_.�•
Moctled soil : ' Mot�l�d soll :
�bsr.rv�d .�c �„� f«c r,f d�•�•ch. nhscrv�d :,c feet of dep[h.
Not ��re-,�•n[ 1n borir.'� t�c.l� ___ No[ pr�sent ln borinp hale
YERCOLATiUN TEST DATA SHEET
- �:
/ � �
Te�rt hole locacion �...�� c� i.f,b,�,�5 �� -L�,�Q� Nale nua►ber /
Date test hole vae prepbreJ��°-�/� — ��� , D�pnc �af hole bottom,� inche9.
Diao►ater of hole, _ c� _ inches.
Soil .data from Ce8[ hole :
Dep[h, inches Soll texture
C;��-i z. ��,�'��> ; f
Method of scra[chinR sidea+all �c.� ��
Depth oE pea-sized gravel in bottom of holr, 'Z _ inch�d�
Da[e and hour of ini[iul u�cer f llling Cp '/Z= 9�, "� 9�C�a yy�
Depth of ini[lal vat�r Illling, /L- inch�s above hole boctom.
Nethod used to main�ain ac 1Cast �2 lnet�es of uatrr ��pth in hole foc ac leua[
4 !►oury_ �i��'t'�/!� �
Percolacion tesc readin�s m;,da by ��,��jy,�,e� on
� "/� —'��► scartinb �c %l-Ots 'm' . M;,ximum wacer depch above hole
(dac�) • •
during t��[ , � lnches,
'fim� Percola[lon
Tia►a Inc.:rvol� Mc�e�urenwn[ , Drop in u:,cer ra�e� Rem:�rks
Mlnu[cs inch�s l�vel , Incl�es minu[�s per
inch
� • � �
/ ,3 O o.�►-� ---�- 2' /.�
���� - -
/ .��0 8
/Z. 'o D 3 0 �►'� � z- �
��
/2 'o a - —�
� ,-3 0 3o'r'� —_��� ` �
-- ------ �-- _-- - ---- - -----_ ____ _ ___. -- _ - - -
YERCOLATIUN TEST DATA SNEET
- �
Te�t hole location ��� � ��4,��' A��A� Nole numbec ��-
Date test hole vae prepbreJ� �,�^�Z-- �f(�a � D�epch c�f hole bottom, /�. inches.
D1ao�[ee of hole, 1� inches.
Soil data froca ceec hole;
Dep[h, inches Soll cexture
/�? --!�. �/� /[h �c?r� I
�--
Me[hod of scra[ch1nR sidec+all r � Z�.> �1 �
Depth of pea-sized gravel ln bocco�n of holr� �- inchcd .
Date and hour of iniciul vaccr f illing � -/�-- � (e -�-��,dd i�`yf
Depth of ini[lal vater tilling� �Z- inches sbove hole boccom.
MethoJ used co maincain :�c 1C�st 12 lnct►es of watrr Jrpth in hole for ac levd[
4 houra �jE}��/�4 �
Percola[ion [es[ readin�y m�dt by �� .' �t/�c,� d on
-- j - a.m.}
s[artinb a[ ���C�'t� �- . M;,xlmum wacer dep[h above hole
datr)
duri��g t��t , � inches,
'Cim� Percolatlon
Tin�c Inc.:rvdl, Mu:,�urem�n� , Drop in v:,cer r�te� Rem:irks
Nlnuccs inch�s l�v�l , Incl�es minu[�s per
inch
� , QO
c
�p � L, /
�/: 3 O o .1,.� -- - � r � ��
���-� - -
/ '
�_
/Z.'o a � �• � 3�/g /-� , s
� ,-//
/ '� -- g
/�. ' .�]..o y►,� (o !L. � /� Z�
-- ------- - 1__. . . ----------_ ... ------ ------._ _____. __. ._. .---- -- -_____
� . . .
YERCOLATION TEST DwTA SHEET
-�
Tea�t hola locacion ��Pb.S � GAq� Hole nua�bec ��
Qate teat hole vae prepared �"/Z- q� � Drp�h of hole bottom,_�� inchea.
Diaautcer of hule. V� inches.
Soil .data from teac hole:
Depch. inches Soil cex�ure �
--��'-,f Z .6"/��' f�Sc�,' �
Method of scratchinR sid�vall �g�� (���
7—
Depth oE pea—sized (r,ravel !�i �ot[om of holr� 2 inchcd.
Date and hour oE initl�l va�cr filling � —/�C��� � OO ryJ
� •--s--- *
Depth of inicial vacrr filling, f Z inches above hole boctom.
HethoJ used co moincain ac 1C�sc 12 Lnet�Cs of vatrr Jrpth in hole for at leuet
4 t�oury �ANL,,,/Q �
Yercolation tesc readi��s n►ade by � d `v on
(� -/�� �� scartind ec � 'm' . M:,ximum vater depch above hole
(datc) ' •
durii�� t��t, � inche�.
'1'im� Percolatio�
Tia�r I�cervol� Me�e�u[en�cn[ , Drop in v;,cer r�te� Rem:,rks
Hinuc�� inch�s l�v�l, inches minu[�s pCr
inch
� ` d � —
/1; � 30 � _ ' -3l¢.
�.��.�L _
�
� : �.� 8
� �� �o� � � ` 3��-
,�i�
�2�� �
/2.�30 �o•� 3 �
/
�
DATE TIME
CITY OF ORONO CALLED IN � �
INSPECTION NO ICE SCHEDULED
PERMIT N0. � PLETED
ADDRESS
OWNER CONT .
TELEPHONE NO.
� DESCRIPTION "� � �
� 01 FOOTINO 11 MECWWICAL RI 18 D(CAVPORADINCaIFiWNO
�Q 02 FRAMIN� 13 MECHANIGLL.FlNAL 19 LAJ�SHOREJWETLANDS
� 031NSULATION 24/2,5 WOOD BURNEWPIREPLACE 34 TREE REMOVAL
Z pq WqLL gp. 12 WATER HOOK-UP 17 SITE INSPECTION
� p5 FlNAL 14 SEWER HOOK-UO 06 PROdRESS
�
J p7 pEMp—SITE 27 SEP11C NWNT. 21 COMPUUNT
W p7 pp�Ap-._�Nq�, 15 SEPTIC INSTN.L 22 FOLLOWUP
= 09 PLUMBINO RI 23 SEPTIC FlNAL 35 HARD COVER REMOYAL
v BINCi FlNI�L 38 FOUNDATION REMOVAL
Z OYYNE CTOR TO�YOU: NO
y MENTS: '—
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d�WORK SATISFACTORY:PROCEED � PROJECT COMPLETE
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W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
OCORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION REQUIREO.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContra n
Inspector:
Whita Copy/lnspecto�'s Flle Canary CopylSNe Notbs
✓
_ D��� TIME
CITY OF ORONO CALLED IN
INSPECTION NOTqICE SCHEDULED ��� / 3�
PERMIT NO. 03�v COMPLETED �'�
ADDRESS � R d-
OWNER � �-e�tiJ CONTR. ��.v`
TELEPHONE NO. �7� " �a�a�
� DESCRIPTION r���Y-C�c.eh.a�
� Oi FOOTINO 11 MECFIANICAL RI iB IXCAV/ORADINCaIFlWNO
�Q 02 FRAMINO 13 MECHANICAL FlNAL 19 LAI�SHOREJVVETWdDS
Q 03 tNSUUTION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOKd1P 17 SITE INSPECTION
� p5 FlNAL 14 SEVVER NOOK-UO O6 PROORESS
_
� 07 DEM�StTE 27 SEPTIC MAINT. 21 COMPLAINT
J
W 07 DEMO—FINAL EPTIC IN� 22 FOLLp1N-UP
= 09 PLUMBINa RI 23 SEP71C 35 HARD COVER REMOVAL
Q ��NO FlNAL . 36 FOUNDATION REMOYAL
Z�OWNER/jiONTRACTOR TO M YES�
y COMMENTS: ! �
W T"
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�WORKSATISFACTORY:PROCEED G PROJECT COMPLETE
W
W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor
Inspector:
WhHe CopyAnspector's Flk Canary CopylSite Notjcs
�
DATE TIME
CITY OF ORONO CALLED IN ��
INSPECTION NOTICE SCHEDULED —�—
PERMIT N0. � � COMPLETED 1' ''
ADDRESS � �
OWNER�J�I�J� CONTR.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTINO 11 MECHANICALRI 18IXCAV/dRADINO/FIWNQ
�Q 02 FRAMINO 13 MECNANICAL FlNAL 18 LAI�SHOREJWETLANDS
Q 031NSULATION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL
Z p;yyqLL gp. 12 WATER HOOK-UP 1 T SITE INSPECTION
Q ps�(�q� 14 SEWER HOOK-UO O6 PROORESS
2
E` 07 DEM�S�TE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
I 09 PLUMBIN�RI C Fl 35 HARD COVER REMOVAL
v 70 MBINO FlNAL / 36 FOUNDATION REMOVAL
� � E CTOR TO MEET YOU:j��8 NO
y MMENTS: "�
�
a —" O
�
� —
0
�.
�
0
�
W
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d ❑WORK SATISFACTORY:PROCEEO � PROJECT COMPLETE
W
� ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
�CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION HEQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner►Contra
Inspector:
wi,�a copyn�$�aors�� Canary CoPy/Site Notice