HomeMy WebLinkAbout1996-008461 - new septic system N ���` PERMIT
CITY OF ORONO PERMIT TYPE: - �
2750 Kelley Parkway- P.O. Box 66 �-'�'���' =' �����`
Crystal Bay, Minnesota 55323 Permit Number: i ii f;;�.�.�.
(612)473-7357 Date Issued: �c_7,'a�a;�;;���,
SITE ADDRESS:
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LL�4l
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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APP�ICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
�• A
�� � '
CITY OF ORONO SEPTIC SYSTEM PERMTT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
Jos srrE aDDx�ss: �Gzr � � �v� �ub,e.T�
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System, $100.00 /O D� �c''
Repair E�sting System, $ 50.00
(Tanks or Drain�eld)
0�0 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: �E A�4 e� S oneNumber: 7�'7— 2 9z' �
Mailing Address: a�7 J City:�a� ,eA i S T�p:�S`�
Contractor's Name: �c,� v �G PhoneNumber: �Z--�-rs
Mailing Address:�5'Z o �A�'E o�� �d City: �� �p: Ss.��B
DO NOT MAII. PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the Ciry 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 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 during pressure distribution piping 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 holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
I'^t- �a►
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
�n 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: '/ p�A��
A. Tanks: a Precast Concrete Other Manufacturer �t��� �
Tank Capacities: 1)/v�O gal. 2) !o b0 gal. 3) gal.
B. Pump Station (if required) t�o�
Pump make & model A,� �. IV����! �c� (attach pump curve &
literature); system design requues �,� gpm at a� feet of head.
High water alarm make & model �1 �.q Outside
electrical work to be completed by , installer electricia
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions r� 'x,�'
Drop Boxes Sand bed dimensions �'x2�'
Distribution Box Pressure Dist. Pipe Diam. /'It "
Maniford Pipe Diam. �_" .
D. Final Cover/Topsoil to be: � borrowed 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 City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: Date: /O— 7� 9�
MPCA Certification No.: �98
Staff Review: Appr val Denial
Reviewer: s�!/ Date: � .f
Reason for Denial:
, �
� O� � CITY OF ORONO
Q� SEPTIC SYSTENI APPR
� OVAL
��
O �� O ��
...�, �
���`:� � C ITY of OIE�►��TO
� ,�.
� � �r'`'�'� � MunicipalOtlices
� �;, �c�>'/-`..�� �
� � l� 't' ��� �. Post Office Box 66
�9t I�.� �}!`��� Cr}�stal Bay,Minnesota 55323-OOG6
kES�I�4'�
LOCATION: 1920 Sixth Ave. N.
OWNER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Swedlund Septic REPORT DATE: June 4, 1996
The City of Orono has Approved your on-site system design as of June 2 4, 19 9 6 �
(approved-disapproved) (date) i
i
with the following conunents: �
;
i
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 final site grading. Approval to pour footings will not be granted until tlie Iilspections 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 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 N � �
B �� .:�-���,!"
Y
Stephen e an, On-site Systems Manager
7'ELEPI i0lYE—473-7357• FAX-473-0510
I
� � � i o Swedlund
SWEDLUND
- o Se tic
o p
Service
September 16 , 1996
Gerold Bros. Construction
1704 280th Street West
New Prague, Mn. 56071
Re : Septic System Design for 505 Old Crystal Bay Rd . So.
Attached is the design for a mouna septic system for
a four bedroom house consisting of two 1000 gal . tanks
and a 1000 gal . pump chamber . The treatment area is
a 40 x 83 sand layer and a 10 x 50 rock layer. The
material quantities are 26 ton of rock, 200 ton of
sand and 160 ton of topsoil .
Thank You,
Jeff wedlund
Swedlund Septic Service
Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
STATE CERTIFIED
t-ly
• � � ' MOUND DESIGIV WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW D-7 .
1��gP P g �.,�.��R�,,��.�.��..
Estimated d (see a es D-7 or I-3,4,5) �'
1W��EA TrP� Of IKS�OFME�
or measured gpd. =°'�'6 t a a s
7 ]00 �! i�0 iO�t
3 �!0 ]OO 2H e�
� f00 �1! bt �wuw
B. SEPTIC TA.NK LIQLJID VOLUMES : .'o �n � ''�`�
Z—/000 �allons (see pages C-3 or C-5) ' �� � "� �
a i�oo sie �w cew��w.
C-3
SEPTIC T�NK CAV�CITES, IN GA�lONS
C. SOILS (refer to site evaluation
ua.��...n..
1. Depth to restricting layer = . inches """" � �^^�°'��
.mwow ��...a.. a..o,.,
2. Depth of percolarion tes s = � Z inches ,a„� ,., ,,,,
,3. Percolation rate Z mpi •«� ���a �no
�o�� �ue »�a
4. Land slope % ,...a.
.... �.o.
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
�gpd x 0.83 sq. ft./gpd =�� sq. ft.
2. Select width of rock layer(10 feet or less) _ /C� ft.
3. Length of rock layer = area+width = I
�
� sq. ft.+ _�ft. = v�b ft. Rock Bed
1•f•r•I•r•I•rMM.l.r•r•r•r!
ti�ti t•ti ti ti.ti.�.�.ti.ti.ti.ti.�►. I
•;•r•r.r.f•nr•r �•�•r.r.r•r•r I
�.ti.ti.ti•ti.ti.ti•ti.ti.ti.ti.ti•�•ti• idth 510
•�•r•r•r•�•�•r•f r•�•r•r•r•�•r
~•�•~•�•�•�•�•�•�•�•�•�•�•�• 1
.f.1•j.r.r.f.f.r.f.j.j.f.f.f.f
E. ROCK VOLUME F'- Length --�
1. Multiply rock area by rock depth to get cubic feet of rock;
S�sq. ft. x�ft. �oocu. ft.
2. Divide cu. ft. by 27 cu. ft./cu.yd. to get cubic yards;
�xu. ft. 127=�cu. yd.
3. Mulriply cubic yards by 1.4 to get weight of rock in tons; I
_�cu. yd. x 1.4 ton/cu. yd. _�tons.
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is�mpi E-16
2. Select allowable soil loading rate from table on page E-16; �����•a���a��•�� I
� (o D SPd�f� .��...� .r.......�,�. �
•...r rr.w�
3. Calculate adsorption width ratio by dividing rock layer �""" "'"�� `""' �"�" """"'�'"
�
�.�. � �.n i.n �.a �.oe
loading rate of 1.20 �pd/ft2 by allowable soil loading rate; ' " °" '" '�" '"
u ��e. e.w a.�� aa t.00
1...�J ���ItG O d/ft2 = .�� , " '•� a.w ew �w �..o
' KF �- ,�.—KP � :,�a e:.: :;: :::: .�va
Check this value on page E-16.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width; ;
�D x Z.o 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
�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 �Cv��feet
b. Multiply rock layer width by landslope � roe� ce�.�
to determine drop in elevation;
� rooc Re •a
Slope Difference S�peretlon f��t
�� X�%+100=�feet sieo•oir�.r•ne• �
uosiove w�acn
c. Add depth of clean sand for separation(2a) '•°� ROtk B�0 Wi0t11
at upslope edge,depth of rock layer(1 foot) to depth of r.e► oow���oo.w�e��
cover(1 foot)to�nd the�mound height at the upslope edge r••�
of rock layer;
�ft+ lft+ lft= ���feet - .
d. Enter table with landslope and uPslope dike ratio.
Select dike multiplier of 3� �/S
e. Multiply dike multiplier by u slope mound height
to find upslope dike width:�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 e downslope height;
���ft+�ft=�. IL�feet
g. Enter table with landslope and downslope dike ratio.
Select dike mulHplier of �► 7 �p
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:�x�Q=�feet
i. Compaze the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
l feet �o. .w�o�� ,
j. Total mound width is the sum of ; ��••� '
� ,
<. _ . .
upslope dike(G.2e)W1C1t11 PitiS tOCk ` .' ■oe �a wia�n ,
layer width (D.2)plus o �o:�o,.��a�� "" �„ .M„��
_ ��..� , ��..�
downslope dike width G.2i); a F :
-.�.� 1- � - �. , ' : :
ft+ O ft+ ft- feet �
k. Total mound length is the sum of ;o°'"�•",°�" - � ' .
_, �..� . , :
;.
upslope dike width (G.2e)plus rock layer '
length(D.3)plus upslope dike wi�it (G.2e);
!Z. ft+�Q ft+�Z_, ft= �� feet
TOl�ll�npin
ow ope ps ope
xi a� s:i ei �:� a:i a� s:i &> >:� a:i
s.�op.
0 7A LO 5.0 GO 7.0 3.0 �.0 5.0 �GO 7.0 6D
1 7D➢ �.17 5.]6 6.3! 753 291 7.65 1J6 S.i6 65� 7A1
2 �.19 {35 556 6R !.I! 2N 7J0 {SI 5.36 61� 6.90
3 330 5.88 7.72 8.86 2.75 l35 S.OB 5.79 6�15
� �AI L76 625 7.D9 9.72 246 ].l5 �.17 I.6{ SA6 6.06
753 60 l.57 10.T/ 261 �.� {.6I S.I9 5.71
6 3i6 5.76 7.1{ 93! IZ07 251 ].27 3.85 �.�1 �.V7 5A1
7 �JO 556 7.b7 103! 13.77 2.�8 3.12 7.fi � l70 5.13
� 8 7.95 S.lB !33 115� 15.91 2.t2 3.m 357 {.Q5 {.N 1J/
9 �.11 6.25 9.W 131N IB.97 2.J6 29/ ).l5 3.90 �30 {E5
10 �2i 467 IOA I5.00 23J3 2J1 286 3.33 3.75 l.12 �A�
il U6 7.3{ 11.11 17.65 30.l7 226 278 3.23 7.61 3.95 «6 �
12 ��69 7.bD 1750 21.0 �3.)5 22t 2.70 3.12 �A9 3.80 �.Os
PRFSSURE DISTRIBUTIOIV 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.
R«J�bR�,'2 ft. _�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�E OFPERFORATION D(SCHARCES W CP�'
Head Perforatio�diameter(inches)
Length perf. spacing �ft. +� ft. _�spaces � � 4
(3) (2) i.� o.sb o.;a
1.5 . 0.90
5. Number of perforations is equal to one plus the number of 2.ob o.eo i.oa
2.5 0.89 1.17
perforation spaces . 3.0 0.98 1.28
4.0 1.13 1.47
� 1.26 1.6i
,,�spaces + 1 =�perforations/lateral aU9e 1.0 foot of head for residential systems.
bUse 2A feet of head for other establishments
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. E_17b
� � / WrYY.rl.�sdtrr're�wtatie�rWwlu
X �-� -� erforations. ..�..,.v. °"""`'°`°"�4•"°'"°
laeerat s peds/laceral— p �,� 1 inch 1 inch 2.0 inch
2.5 14 18 28
7. Determine required flow rate by multiplying 3.� 13 1� ?�
number of perforations by flow per perforation a:o ii is i3
(see page E-17) S.o io ia z�
� S' _� gPm•
�s X �'/�� E-?5
��,�.,�d..v.�o.,..�»,,.,.�.
,�
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 ,��'' �u,
of perforations per late� 1. Select minimum diameter for �''�
perforated lateral = I Z inches.
E-12
r-:....�,::�-
9. If perforated latera; system is attached to manifold pipe neaz �'"�'�'r__,�,..
the center, as on page E-12,perforated lateral length and �� �
,�
number of perforations per lateral will be approximately one "��'�� . �
.
-•.��
half of that in step 8. Using these values, select minim� _� . ,,,,
diameter for perfurated lateral from page E-17 as � � �''� "—
��
inches.
PUMP SELECTION PROCEDUR[:
A. Determine pump capacity:
Gravity Distribution ENO PERFORATION OF A PERFORATED LATERAL
l. Minimum su�ested is 6(�gallons per hour(10 gpm)to stay ahead of ��„u�,�.,
water use rate. -'`�--'--� �-
Top�oil
2. Maximum suggested for delivery to a drop box of a home system is 2,7(H) 4 `. -�:--- ,
,LayN of Geonxtile FaDrlc(a far•
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. . �a,,,,y sa�e,�,,�, ,,,�h,,ri.,,,�y„.,,�,��,�.,
.• . . ��� rith red rocin papn)
er wg,� ;. g�ern�.. . ' -Perbwlion Wlll�d fla�ronlally
Pressure Distribution
�`• '�•• .,' Inlo G D Nea� Top
3. a. Select number ofnf+rforatcd laterals �'�:rw. � ��;�-A� L�as� �z•�o�a,�
Y` �1;Qroin FIaIA.RxY, ._ ,,.,.;� ol Rock layer
b. Select perforation spacing= ft. ` __P,,,wo,+�„��,��,Ma o�
c. Subtract 2 ft.from thc rock laycr len�th. u.a�sa�e ur., Bo�mm ol Lolval
Y�, �� -2 ft.= ft.
aamoi sou wo�i�sw��rw
Before PI«inp Sond Layer
d. Determine the numbcr of spams betwcen perforations.
Length perf.spacing= ft.+ ft.= spaces TABI.F.OP PGRI�ORATION UlSC1lARCPS IN CI'M
e. spaces+ 1 = perforations/latcral
' f. Multiply perforations per lateral by number of laterals to xc,a Pcrforationdiameter(inches)
get total number of perforations. --
x - p�+rforations. ��" ��'
1�fs s tenl C' -
�.�3 �.� 0.74
X SPm• z.ob a so i.o�a
S' �er(s gTperf
2.5 0.89 1.17
� 3.0 0.98 I.28
SELECTED PUMP CAPACITY gpm a.o t.13 t.a�
5.0 1.26 1.65
B.Determine head requirements:
1. ElevaHon difference between um and �nt of dischar e. aUse7.0 foot of head for residential systems.
P P � � bUse 2.0 feet of head for othcr establishments
/� feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold �
S feet
3. FriCtion loss � Pipe Length t
a. Enter friction loss table with gpm and pipe diamctcr. Poinc of Discharge
Read friction loss in feet per 100 fect from table.
F.L._ �S s ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge p„mP
point. Add 25 percent to pipe length for fitting
loss,or use a fitdng loss chart. Equivalent pipe F-18b
length-1.25 Hmes pipe length=
I �P O x 1.25= zd� fect s�m l.�iaC����r ioo n o[3.O inch
P Ix
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe le»gth. 12 0.96 o.2A
Total friction loss= Z,��x(�f�+l(H)_ � feet 14 1.28 0.38
4. Total head required is the sum of elevation diffcrcnce, 16 1.63 0.48
s ial head uirements,and total friction loss. 18 2.03 0.60
P� �l 20 2.47 0.73 0.11
3.73 0.16
�_+ � +�_ 3 5.23 .55 0.23
35 7.90 0.30
(1) (2) (3c) 40 11.07 2.64 0.39
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
�. Pump selection
1. A pump must be selected to deliver at least�gpm (Step A)
with at least,�feet of total head (Step B).
sizing�f Pumv Station
l. Dctrrminc Surfacc Arca T
Rectangle=Ama=L x W W'��h
x = square feet l
I,cngth
Circle=Area=a x(Radius)2
3.14 x x = squue feet R�dius
Other=Get Surface Area from Manufacturer R=3.1a
squaze feet
2. Calculate Gallons Per inch
There am 7.5 gallons per cubic foot of volume,therefore you must multipiy the ama
times the conversion factor and divide by 12 inches per fcx�t to calculate gallons per inch
Ama x 7.5 gpft'+12 inchs per foot
x 7.5+12 = z0 gallons/inch ���/� ' ��N�
3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Es�ima�a!Sewage FI��in Gallons per day
(Height(in)+2 inches) x allons/inch(#2) um r
(�+ Z )x �C� = Z�galions of Type I Typc II Typc II[ Ty pc
Iicdrooms 1 V
4. Calculate Total Pumpout Volume
a. To maximize pump lifc select sum size for 4 to 5 pump operations per day. 3 450 300 218 �
�gpd+4= /� gallons prr dose 4 600 375 256 °r`"°
b. Calculatedrainback 5 750 450 294 "'��
1. Determine total pipe length,�f t. 7 1050 600 370 1°'"'
2. Detcrmine liquid volume of pipe,�gallons per 1(x)fcet. S 1200 675 408 u,,°,,,�,�
3. Multiply length b olume: Drainback quantity=
�feet x/�gallons/]00 ft._�gallons.
c. Total pump out volume equals dose volume+drainback P+ a�i«« ��, c.��4 .ioo ru�
�allons per dose+�gallons= ���gallons 1.25 7.77
5
5. CalculaM Volume for Alarm(typically 2 to 3 inchcs) 2 17.43
Depth�n)x gallons/inch #2>— 2,5 �
x ZO =�gallons 3 38.4
4 66.1
6. Calculate Reserve Capacity(75%the daily flow)
Daily ow(see page D-7)x.75=
.75=�gallons
Rcservc Capacily
7. Calculate total gallons
gallons over pump+gallons pumpout+gallc�ns alarm+gallons mserve capcity
#�#�#5/+�/ + � � Alarm
�+�_�/gallons
Pump On
S. Tatal Depth (Total gallon dividcd by�allon per inch)
Total al�f(#7)+gallon/inch(#2) 7b 1 Pum ut Volumc
� /+�_�nches p°
Pump Off
Pump Hcight
9. F7oat Scparation Distancc(equal total pumpout volumc)
Total pumpout volu (#4c)+gallans/inch(�i2)
,1Z-L+ z� _.�inches
' � ao Swedlund
SWEDIUND
- o - o Se tic
p
S ervice
LYJ Perc Test
�oil Boring
❑ Design
❑ Installation Estimate
Prepazed For:
1�- '�} v� �9,rZ r!-1 A �v nl
/nD/�' �. k'D- /� <5-�
�E�N�� :3�3��
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Site Address: �
�as' o �t� C��'N���/ ,(�'�, ,�,�
dBonJ o
S�a�� Certifi�c� : :
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Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
, LogS of Soil Borin ,s �
Location or Pro��cc ��S— �_�� / A
BoYings made by Ll�� _____,� �`G _,_ Da�e �"',�'���
Claaaificatlo� Syscern: AnStl� ; USDA-SC:ti _�; Unified ; ocher _,
AuRer uyed (check two) : It.�nd �, or ('ower ; F11}:ht _. or Buck�t'�; other
Depch� Bor1nK numb�rr � U����th, llorin� numher � ��
fret Surface elevatlo�i �i ftCt Surf�ce elev�tion
o t��vSl/__. /0��� o /Y1u�v�'�// !O
/.�/�v�.. L�r,,,., � � � ,l�/A �� l.0.9�- z/ 1
1 -- -�
�rz�y�z.�, �8 e�.,... r�Z, c���l o�v;.��l. p�o,�.�
��� z
1 — � j,� 3/ z —� c�t►�� .3�q- rno�ras 2�'' �/Z
� � �/4
I g�� - �o�� 3 C ��� - '��!/o w 132.0�.c�w7
3 — y� °`TEs — s/ro
� � S
4 — �
5 — 5 --
6 — —
) — --
� _� �
y � �
io — io —
�nd of boring at `�^ fec�t. End of borinF ac 'f' feet.
Standing w;�ter taDlr : S[andin� vatnr [��ble:
Present at feec of �lepth , Present at �""" fcet of depch�
t►o�ry a,fcer borink. � houry afcer boYinpt.
Not pre�:�nc in borir:�: hole N� Not presNn[ in borinv hole �.
Moct1�J soil : Motcl�d soll :
Obuerv�d :it 1' � , fret ��f d����th. flt�serv�d �� 2• 7 feec �f depch.
Not pre-��•nc 1n b�rin�� hcl�: Not presen[ ln bi�rin{� hole �—
Logs of Soil 6orin�.s �
' Locatlon or Pro j�cc �OS' O ��_� � fl /�dA�
Boringa mad� by SLJ�d�G/•�� e �%G _,� Dace �=.3'1��
Claaeification System: MS1t� ; USDA-S(:`: �_; Unl f led ; other _
AuRer used (check [wo) : It:►nd �. or I'ower ; Fli�;ht . or Buck�t �; other
D�pCh. 8orinK numb�rr ��� U����th� l3orin� numhrr �S�
freC Surface elevatlon � r�eC Surf�ce elev�Cion
/!'l.ti�-tS�// ���l�2 , � dn�SE// .�b ,e
0 – - �-
,C��� L o A.-w Zl / �� �o�`S�oi� z��
�
1 — pK y���o�v a�owa -- A�' y¢.�� -,���...- �
Q ��, `� �`� � clw y�
1 � l ra..� � � � m o 7�'S �� �,
3 — /'Y�,o,�Es Zo�r ,3 �/3 ' ���i�-
4 — G/3 ��8 �
s — s —
6 — —
) — —
g � �
9 — —
10 — 10 —
End of borin�; at _ �' fc.ec. End of borinF at � feet.
Standing vater tablr : Standin� Wacnr t��ble :
Present at feec of Giepth, Present at '— fce[ of depth.
""" t►ours a�fter Uorink. � hours afcer borinR.
Not pre:.•�nc 1n borir�� hole /lJ� . Not present in borinv hole N�
Moctl�d soil : Mottl�d soil :
Obaervud ut _�� � . frec ��f d�r��th. �hserved :,t /- 9 fec[ �f depch.
No[ pre��•�t 1n b�rin�� t�cic _�_^ Noc prusent in b:�rinp hole
YERCOLATIUN TEST DATA SHEET
..�, �
Tea�t hola locat ion•�OS C'S L !� �.0���y �� Nole nunber �� �
-- _'7_'--
Date teat hole vaa prepereJ 'f" 3- f��o � Depch af hole bottom, /Z inches.
Diao�ater of hole, �o _ inches.
Soil .data from ceec hole:
Depch, inehes Soil cex�ure
b -�Z �/•f� .Co.q.,-� _ /O_T,� 2�3
Method of scracchinR sidevall _�NitG
Depth of pea-sized grnvel in boCcom oE holr� Z- inchcd.
Date and hour of initiul uacer filling �f-.3"9(� - �D.�OO �is/
Depth of ini[lal wa[�r Iilling, /Z inchas �bove hole bot[om.
Flechod used to maintain ac 1Cast 12 inchrs of vatrr Jrpth i� hole for ac leae[
4 t�oucy /�'jANt,.lA �
Yercola[ion tesc readin�s made by �,tE' ••�d .� i'G on
�' 'q�i star[ind a[ $�p _�:m. . M;,xlcuua a�ter dep[h above hole
(da[�)
duri��g t��c� � i�ches.
'1'ima Prrcolat lon
Tia►a Inc.:�vol� Me�e�uren,�n[ , Drop in w:,cer r�te� Rem:,rks
Mlnu[�s inch�s l�v�l � inches minu[�s pCc
�•// inch
O S
: v-r� .�-o _�_ Z. /Sr
,-� � - -
.'� �
,'3� �� (v �B �� o � �
�:/�
,�� g -
/0.'a� a� � 2. /s'
YERCOLATIUN TEST DATA SNEET
�
Tee�t hole location S�s O/p �,L'�5,�,9��qy ,�q� Nole nu�►bec ��� �
Oate tes[ hole vae prepareJ �f-j -9� , Depch af hole bottom. /Z inches.
Diaa�ter of hole, �/ lnches.
Soil .data from ceec hole:
Depch, inehes Soil cexture
r�j -�Z �/�' �oArn� �0 4� ���
Hethod of scracchlnR sideaall /l�N � �
Depth oE pea-sized gravel in bottom of holr. 2. inchcd.
Date and hour oE initiul vaccr filling �f-�"9�j /Q,B� ��
Depth of ini[lal wa[rr Illling� / 2' inches above hole bot[om.
MechoJ used to maintain ac 1C�st 12 inet�rs of vatrr Jrpth in hole foc at le4e[
4 houry_ /')'I qNLI�4 �
Percela[ion tcsc readings m�de by S' �' e,l.0 i on
- - g � , -- -
star[ind ac � M;,xlmum aater dep[h above hole
(dat�)
duri��g t��t� inche�.
'1'im� Percolation
Timc lnc.:rval� Mu:,�;uremcn[ , Drop in u;,crr �:,te� Rem:►rks
Mi�uc�s inch�� l�v�l � i��ches minuC�s prc
,'/� Lnch
..�O �
•�`� 30 _ Cv ��Z I � z Z �
�/�
-lI'.'ov.
q;�o � � 'lZ I ' Z zn
- �/
.
3a �
� ;CO a�0 _ i i � .Z, o
YERCOLATIUN TEST OATA SNEET
�
Tea�t hole locacion�0.� ��d �RyS�A� ��-1 /'�mAd Hole nunber_ �}� � .�
Date teat hole vae prepareJ �',�� 9(p � Drp�h ot hole bottom, /Z inches.
D1anaCe[ of hole� �_ inches.
Soil .daca from ceec hole:
Depch, inchey Soil cexcure
Q - /Z �� � /U u�2 2 3
ltethod of scratchinR sidevall _ J�LV i�L _
Depth of pea-sized gravel in bot[om of holn� Z inchcd.
Date and hour of initiul va�er filling �-3 -9 � /�:00 /"��
Depth of ini[Lal vater Iilling� �2 inches above hole bo[tom.
Mlechod used to maincain ac 1C�st 12 inct►rs of v�trr Jrpth in hole foc ac lene[
4 houry �'�1 Arvi./� �
Yercolation tesc readin�s m�de by S(,tJL w � iG on
�- L! / �P star[ind e� a'1D' . M;,ximua Wacer depch above hole
(dat�) .m.
durittg t��t , g inches.
'fimu Prrcolation
Tia►C Inc.:rvsl� Mcanurrmcn� , Drop in v:,crr ��te� Rem:�rks
Mlnu��s inch�s l�v�l � inchrs minut�s prc
�J� inch
,30 �
•'r o 3-o Co 3/4 � Z
_,-,�
.30 �
� ,'o 0 30 �-34 'f 4.. Z
�/�
/D.'� n
/0,'30 �o � -3 ' �- 2
YERCOLATION TEST DATA SNEET
�.- �
Teet hole locacion �OS O�oI L�Q�S'�A� ,�v��_ Nole number�,�� '¢'
Date teat hole vas prepareJ 7��'J�o � D�pch o[ hole bottom. /a inchea.
Dianacer of hole, �_ lnches.
Soil .daca froa cesc hole:
Depth. inches Soil cexture
� — /Z G�/� ,�,.,�, /O c,�,Q z 3
He[hod of scca[chinR sidevall �1v�fiG
Dep[h oE pea-sized �,ravel in botcom of holr. Z inchcd.
Date and houc of initlal vaccr f illing rf-3 - 9(0 �� '$o
Depth of initial va[rr Illling� f Z- inch�s above hole boctom.
Ml�choJ used to maintain ac lcast 12 inct�rs of vatrr Jrpth in hole for at leoet
4 t►oury /'1')A�yA �
Yer olation test rEadin�s m:,de by Slij� � ��r✓ � �/� /G on
� ' 7 startind a[ .�Y-� a'1D' . M:,ximum va�er depth above hole
(date) .m.
duri��g t��t , � inches,
'fimu Percolacion
Tia►C Inc.:rval� M�a�uremun[ , Drop in u:,cer r��e� Rem:�rks
Ninuc�s inch�� l�v�l � inchrs minu[es prr
�1l Lnch
..5 �
q;�s 3 0 _�8 /8 /�
��/
�',�s� 8
9•' ¢s' �a � / �g /�
�� /
9.'�'
/D. :..5 30 �o ' v �v /
. '_.__"-_._.._L_...._ .__ _"__.__'_____. '_ .__' _._.- .._.___'. ._�. _ .._._.-___ .
YERCOLATIUN TEST DwTA SHEET
�
Tea�t hola location�0-� O/c� �Q��/��1� �eq�_ Hole nua►bec� �'�
Qate tast hole vas prepareJ �' 3� �f�_ . Depch o� hole bottom. /Z inches.
D1anaCer of hole, �_ lnches.
Soil .daca from ceac hole:
Depch. inehes Soil cexture
� - / Z ��A� �B�JSOi � �� � Z �
Me[hod of scracchlnR sidevall _1�n•i t�
Depth of pea-sized gravel ln bottom of holr. Z-• inchcd.
Dat� and hour of iniciul aa�cr filling �-.3�' �'(o /�, ���
Oepth of ini[lal vater filling, �2 inches above hole bottom.
Method used to maint�in ac 1Cast 12 inet►rs of v�trr Jrpth in hole foc at let►ec
4 houry 1�}n.9L/� �
Yercolation [esc readin�s n►:,de by � �dn� 7���G on
�- L/ ,l�' � a. . .
�_ scartind ec ,O .m. M:,xieuum vater dep[h above hole
(da[�)
duclt�g t��[ , inches.
'fimc Prccolacion
Tia�r I�c�rvsl� Mcanuren,�nc � Drop in u:,cer ��te, Rem:�rks
Minu[�s inc:h�s l�v�l � lnches minut�s per
�":'� 1 n c h
��D O _
�'�- 30 _� 2- / r'
�� _ _
q'� �
/o.'oo �o ' 8 � �
� ,�i/
��.�v � �
/J.:3 a � / � 8 /�S%
--------. �-- __ --__------ - -- --_ _._-- -- _ .._-----
PERCOLATIUN TEST DATA SHEET
�
Tert hole location�'OS O/d (�� / �A ` �p� Nole nuiabec�'r!r ��
Oste test hole vas prepared 7-j —�� , Depch of hole bot[oa►. /L inches.
Diaa�cer of hole. � inches.
Soil .data from test hole:
Depth, inches Soil cex�ure
p —/2. �LAG��S.O i �
r
Method of scracchinR sidevall �N i��
Oepth of pea-sized gravel in botcom of holr� 2 inched.
Date and hour of ini[ial vaccr filling �".3" �1'�0
Depth of initial vacrc Illling, �� inchas above hole bottom.
MethoJ used to m:►intain ac 1Csst 12 lact�rs of v�trr Jrpth in hole foc at leos[
4 t►oury / '��rVU✓�1 �
Yercola[1on tesc readin�s m:,de by �iiv E 7�i G on
�- �— �_ scartind ec .'�p a'1D . M:,xicuum wacer depch above hole
(dat�)
.m.
du�li�g t��t� � inches.
'1'im� Prrcolacion
Tia�r In�.:rvsl� Me��;urrn,cnc , Drop in v:,crr r:+te� Rem:,rks
Ninuc�s inch�s l�v�l , inches minu[�s prr
��/ inch
9-0 � 8
q,' � 3 0 .s3 4 z� ! �.
�//
g � � -
�o.�o o .�o �'8 �' ' � r . z
��
/o���-� 8
/o,�o :30 �S" �8 z ' S � . �-
DATE TIME
CITY OF ORONO CALLED w �� % � / '�
��,=-, ,
INSPECTION N TIC�/E SCHEDU�ED �:' : : , - '
PERMIT N0. 4 r7��� � COMPLETED ✓I
ADDRESS � P':' i �"%, _ ��%
OWNER ���;�_ r�� _�_. _- CONTR. �,;<_, .« '_ -�- _ "
TELEPHONE NO. '� ;�-� �' `' �� �= �i
� DESCRIPTION
� Ot FOOTINO 11 MECHANICAL RI 18IXCAV/GRADINQ/FIWNO
y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 0.3 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWEfl HOOK-UO 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. ' 21 COMPLAINT
J .
� 07 DEMd—FINAL 15 SEPTIC IWSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO .,� YES O
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��ORK SATISFACTORY:PROCEED � PROJECT COMPLETE
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W�L CORRECT WORK&PROCEED � ISSUE CERTiFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �- pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR =� CITATION ISSUED
�INSPECTION REQUIfiED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnedContractor n ite:
Inspector.
d��('s�
White Co Inspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOT C SCHEDULED
PERMIT N0. �o coM erEo '�
ADDRESS
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION f�,�/�',��
� Ot FOOTINQ 11 MECFIANICAL RI 18 D(CAV/(iRADIN(�/FIWNO
y 02 FRAMINO 13 MECFUWICAL FlNAL 19 LAI�SHORFIVVETLANDS
� 03 INSUUTION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL
� p4 WAL�Bp. 12 WATER HOOK-UP 17 SITE INSPECTION
� 05 FlNAL 14 SEWEA HOOK-UO O6 PROCiRESS
�
v 07 DEMa-SITE 27 SE INT. 21 COMPWNT
W 07 DEMO—FlNAL SEPTIC INST 22 FOLLOW.UP
_ �PLUMBIN�RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FlNAL FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO YQtJ:�1El�,d
y COMMENTS: � � ��r
o� � �
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d WORK SATISFACTORY:PROCEEO G PROJECT COMPLETE
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� L�CORRECT WOflK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORAHY
V BEFOREC01/ERING PERMANENT
�CORRECT UNSAFE CONDITION WITHIN HOURS. �pHOTO TAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CAIL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContractor
Inspector.
Whit�CopyAnapsctoPs FlN Canary Capy/Sits N�