HomeMy WebLinkAbout2000-P02627 - septic PERMIT
CI�I� OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po262�
Crystal Bay, Minnesota 55323 Permit Type: septi�
(612) 249-4600 Date Issued: �i6ioo
SITE ADDRESS: 3680 Jacobs Mill Rd
LONG LAKE, MN 55356
PID: 32-118-23-24-0009
DESCRIPTION:
Proposed Use:
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: PermitFee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: PATNODE BRos OWNER: .►ames�eanovic
23200 109TI�AVE 3465 Amesbury La
ROGERS,MN 55374 Eden Prairie,MN 55347
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE TI-IE REAL IMPROVEMENTS SPEC�'IED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
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k. ..Lt'�,.'�.� C`'�'�yZ <'�'-'' ''
APPLIC T PERMITEE SI NATURE I$ UED i3Y SIGNATURE G''
Copies: City,Applicant,Assessor, Finance Page 1
�CTTY OF ORONO SEP'TIC SYSTE11rI PF.Rt1�IIT�P�I��IOY
-Box 66 (2750 Kell�y Parkway) - = - '
Crystal Bay, bN 55323 . -• �
- - ., v�� z i�.-f- �;, ;; _,� .
. •JOB SITE ADDRESS: 3�g�' �c a � c 1/�il ;L(- ��1 . _ __ .
Occupancr Type: Residential �^ � � Commercial �� Other .
Permit Type: New or Replacement System, $100.00 �
� Repair Existing System, $ 50.00
(Tanl�s or Drainfield)
0.50 State surcharge added to above fees �
. *See fee schedule for non-residential permit fees
r
Q�wner's 1�'��: � � � d- K A-��,�✓ R�o-7T_ �c�e:�tc:an�r. Z`�y - �7 9 17
lYlailing Address: v3 Yv U: :.v� R���- City: e�ti �,,eQ••�.r�- Tp: SS3
Contractor's I\'ame: �i.�v.�a- dS PhoneNumber: G ��z y�Fl-73g3
lYlailing Address: 232no �oy�dqv� City:�o��S 7i�: 537�
DO NOT 1�IAII� PAYIYIENT WITH THIS APPLICATIOY
GEYERAI� 1�tSTRUCTIO�TS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The peanit must be picked up in
person at the Ciry O�ces and work must not begin unless the pennit cazd is on the job
site.
2. Permit� will be issued only to contractors holdin; a City of Orono Septic System
Installers License.
3. AIl work must be done in accordance with the approved septic system design. Desi�n
. reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet si;ned by the Ciry Inspector.
4. . Thc followin� inspecaons will be required for all septic systems: � .
� A. Pre-iastallation site inspection to include inspector, i.nstaller, and general contractor.
B. Tank installation prior to coveri.n;.
� C. Drainfield tr�nch installation prior to covering. For mounds, inspection is required
afrer rough-up buc prior to sand placement (sand will be jar tested for silt conteat),
a�d again during pressure distn'bution piping installatioa in the rock bed.
- D. Final inspection to verify proper final cover depths aad 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 inspecdons: A Z'�-
hour notice is required for all inspections.
�_
.
NOTE: Applicant rriust initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
�1. I have received a co of the s stem desiQ ' ' o
PY y �n uicludm� the City of Orono
Septic System Approval Cover Sheet.
2. I will be installinQ e followin�:
A. Tanks: Precast Concrete Other Manufaccurer �C�u�S
Tank Capacities: 1) l2So gal. 2) l0 �n gal. 3) l ZSO gal.
B• Pump Station (if required)
Pump make & model (�,� �,,S - Wco S f� (attach pump curve &
literature); system desi�n requires � Z epm at _�_ feet of head.
Hi�h water alarm make & model /�„z� �; � �� Outside
• ' elec[rical work to be completed by installer �/'elec[rician
�cher . I��;iue electrical work must be completed by
electrician.
C. Treatment System: /
Trenches: s.f. f� Mound
Depth of rock below pipe " Rock bed dimensions �'x (�Z '
Drop Boxes Sand bed dimensions �'x �'
Distribution Box Pressure Dist. Pipe Diam. �"
Maniford Pipe Diam. �"
D. Final Cover/Topsoil to be: t/ borro�ved from site
. /(show location on site plan)
�� trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, 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.
Si�n�:i:r�Qf�+YF?ic��t: ���v�l'?� � -_ i�ate: "Z
7 �c�
MPCA Certification No.: � I S
Staff Review: Ap rov X Denial
� Revie�ver: ` � �
Date: 7— 6- E�O
Reason for Denial•
• � SEPTIC SYSTEM APPROVAL
, O _,, \\ .�
��� � � '��: 0'� OpZONO CU�PY
� �� �� � O
�: � ;�,:� __. �� �,o� CITY of ORONO
�� r��,� � ,�� � ��t5r;�;� � Municipal Oftices
��� '. � `'��� Street Address: Mailing Address:
`qkESHQ�'����q52� q`�y" `�`�gq 2150 Kelley Parkway P.O. Box 66
' � ,����y ('�S 1ru c-��u��Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner T�, f ��.R�a I�R�►t}' Phone (Home)7KS-3`l73 (Work) bS6-322 j
Address 36g0 5�4�'c�,(�s i�%l( 1�d City �ium� State �'In� Zip
Site Evaluator Si.�1�DLur�D State License # Phone# 4�{2- ��SS
Type of Establishment: Single Family�_ Multi Family
Commercial /��� Garbage Disposal Yes No
No. Potential Bedrooms 5 Est. Gallons Per Day ?S�
Water Meter Required: Yes No� Soil Sizing Factor . .3 �6t� �t�
Perc Rates P-11�, P-2� P-3� P-4 �:� P-5 ZZ P-6 Zc� P-
Restricting Layer Depth B-1 2N`� B-2 20`' B-3 2L�" B-4 Zti" B-5 Zy" B-6 Z!"
Type of Treatment System:
Standard_� Experimental Alternative
Pressurized Mound System X- At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 125��ioc� #of Tanks 2 Lift Tank Size I ZSc7
Pump Brand GP�1 �($ Head a3 �
Treatment System: c�
Minimum �rU�G�'�P-(39��e`� Square Feet with / inches of rock below pipe
Type of covering Fabric X Other
THIS IS NOT A PERl�7IT. This is a desi�n approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any chan�es to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and altemate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIN"D is allowed wzthin 20' of tested drainfield sites ever.
ACCEPTED � DENIED By the City of Orono subject to existing regulations and
the follow-ing conditions:
sy: i \ ���� 2 /-q
Chris Pence, On-Site Systems Manager
Telephone(612)249-4600 • Fax(612)249--�616
!-
�� � � � � � Swedlund
SWEDLUNO I �
Se tic
o - o p
S ervice
Perc Test
Soil Boring
� Design
❑ Installation Estimate
Prepared For:
� �?�R �iVn�P� C•t� •
Site Address: / /� /,,1�` � I
���o /Cl
�uB�s �!-r�l llo�-D
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Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
.�
. � � � Swedlund � � -
- Se tic
p
S ervice
To Whom It May Concern: �v�' .� - �'�"`'r j
Swedlund Septic Service is submitting the enclosed individual sewage
treatment system design for the above referenced site, along with the results
of the site evaluation (soil borings & perc tests).
The soils at the site consist of .�sq�- . Standing water was
not encountered in any of the soil borings, but mottling associated with
seasonal saturation (wet soils) was found as shallow as zoinches below
grade surface and as deep as 3<o inches below grade surface. This indicates
that a standard trench system is not suitable for the site. The perc test results
( 20 •�P% ) indicate tha.t the soils are suitable for treatment using a mound
system.
The home is an existin e�v .S' bedroom home. A standard mound
system with/� inches of clean washed sand below the distribution rock
should be suitable as a new system for the site. We recommend a flow of
7So gallons per day for use in design, and a ZZso gallon septic tank
andi2sd gallon pumping tank. THIS SYSTEM MUST BE INSTALLED
BY A LICENSED INSTALLER IN ACCORDANCE WITH CHAPTER -
7080. � �
Swedlund Septic Service • 9520 Laketown Road • Chaska, MIV 5_531 R • 442-5855
S STATE CERTIFIED
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' ,Co'% ,�. ,��'� s
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
�4U6`f I 9�l
A. �OW Estimued Sewage Flows in Gallons per day
� d Number 'fype I Type D) Type ID Type
Estimated�_gpd ��
or measured x 1.5 = gpd.
z 30o z2s �so 60�;�
B. SEPTTC TANK LIQUID VOLUMES 4 � � Z� ��
,�• 5 750 450 294 in
Z�J � gd110T1S 7 1� 600 ' 3')0 Tp�I.
8 1200 675 408 �
C. SOILS refer to site evaluation �/ �d�
� � � • �n� .a���n w�,
1. Depth to restricting layer= 2 C� inches � � feet �����Y
Numher nf Minimum liyuid liyuid apaory wiN wiN disposal&
2. Depth of percolation tests = � Z-. lriClleS �^'�'� �r��Y w�+s�a�� ��h��a
3. Texture �-�^—�� Percolation rate /S z o p 2iN� '�° ��u 15�
m i a�K, �oou isoo 2000
s,K�s isoo zuo 3aoo
4. Land slopeb 3 % '."'"v 200° '°°° °°°°
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
�-S"C� gpd x 0.83 sq. ft./gpd =�Z ZSq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') _ �d ft.
3. Length of rock layer= area=width= •'n�.� A."=a �'°e:a ° °:'m:° Qo °
a:"�>oia�a:o��oc e g D� <:
Z 2 s . ft.= �� ft. _�ft. �°�a,.b�P,��{�o o-
�Gay'G°��.ax:e- .e- ae'o;o 0
q Od.•.. m a,e c o qocD�nb ep;: :
Wl�}h {} qa >'ae o� QD'�OD U as e eD e
411 i�
<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. =�ZZcu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. -27= Z� cu.yd.
3. Multi pl y cubic yards b y 1.4 to get weight of rock in tons; ��cu. yd. x 1.4
ton/cu. yd. _�tons.
F. ABSORPTTON WIDTH Absorption WidW SizingTable
1. Percolation rate in top 12 inches of soil is G�2ompi ���� c�u� �o�r��
Minura pa Ixh Soil Texnve pa day per wid[h ro Rxk
Texture.�.cr�4-�-,— c�n �,,�fo« t,aya w�am
F�m�o.t co�s�a t.zo �.00
o.�ws s�a uo �.00
2. Select allowable soil loadin rate from table; o.��s FineSand o.�o z.00
/ ,� � 6 w 30 S L.oyam 0.60 2.00
(n v gpC�/� s�was suc� oso z.ao
46 to 6p qay Loam 0.45 2.67
60 to 120 Gay 0.24 5.00
_ 3. Calculate adsorption width ratio by dividing rock layer S'°�"��°�zo Gay o.zo 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ftz= •Cvb gpd/ft�= 2� �o
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
� x �� ft— Zaft
�.�y�':1\v'..� . '�.. . . .
, �3 ��'l ,_ ,
�� ^. . .
DOWNSLOPE DIKE WIDTH
i. If landslope is 3% or more,subtract rock layer width from R�V�SL� AU6`�, /�
adsorption width to obtain minimum downslope dike toe
ZO ft-�ft=�Q feet .
2 Calculate Minimum mound size based on geometery:
a. Determine depth of cle sand fill at upslope edge of rock
layer: Separation /� feet
b. Multiply rock layer width by landslope � ree� ce�.�
� reet Re •a
to determine drop in elevation;
Slope Difference s•o•�.��o� r..�
L��x � %+ 100= -� feet s�eo.oir�.r.��• ►
UDsloO�w�etn
c. Add depth of clean sand for separation(2a) ,1Z��•� Roek e•a w�ain
at upslope edge,depth of rock layer(1 foot) to depth of .�.�r..� oaw��� .w,ac�
cover(1 foot) to�nd the�mound height at the upslope edge �""
of rock layer;
�- 4 ft+ lft+ lft=�feet .
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of �.-S 7
e. Multiply dike multiplier by u sl pe mound height
to find upslope dike width:�x�--�= 1Z 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+;�ft=�feet
g. Enter table with landslope and downslope dike rario.
Select dike mulHplier of �•�'`/
h. Multiply dike multiplier by do nslope mound height
to get downslope dike width:�'�x�_�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; �
/7 feet �oy�w�a�� >
j. Total mound width is the sum of �••�
upslope dike(G.2e)W1Clth p1uS IOCk ■e�t e�o w�ain
layer width (D.2)plus a �of�M�a�� "" �o������
downslope dike width(G.2i); ; F `••`
�2 ft+ �v ft+�ft= � feet �
k. Total mound length is the sum of o°"""°°'"'°`" '
,2.�a.�
upslope dike width(G.2e)plus rock layer > ' -: ' : '
length.(D.3) lus upslope dike width (G2e); � -
/Z Et+�Z ft+ /2 ft = � feet
�� /tt�j ruui u�o�n
ow ope ps upe
�:1 Ll S:1 6•1 �:t 7:1 ll S:1 . �1 7:1 �:1
t Yope
0 �D l0 5.0 - 60 7.0 ].0 l0 S.0 •i0 7.0 tD
1 3Ai 117 5.76 6.Jt �57 ivt 7.65 �.76 5.66 d5/ Z11
2 �.19 �.35 556 662 l.1� 2.57 7.70 �S� S.J6 ll� 6.90 . .
7 330 l5/ 5.65 7�2 !.!6 275 757 1.SS S.OA 5.79 6.15
- � 7A1 L7i 675 �.l9 9.72 26! �.lS� 1.17 �.M 5.�6 iD6
S 753 S.m 667 !S7 IQ77 161 ]37 I.W 1.6t 5.19 S71
� � 7i6 5.76 7.H 9�! 1i07 2.51 713 3.65 �AI �.4] �SAI
� �d0 55E 7.69 10�4 17.77 2Y 7.1i 7.70 �1] �70 S.0
/ I.% S.Y !17 115� 15.9I I.11 7.m �57 1.n5 �.�9 {1!
1 �.11 625 9.W 13A1 1l97 2J6 29� J.6 ).90 l�0 {AS
l0 {29 l67 IOA I5.00 2»7 LJt 2t6 733 D.75 412 �.M
u �.�e �.0 u.n izss �o.0 zu ve �.n �.s> >.vs �� �4
12 {b9 �.69 1250 27.0 t7.7i 22; 270� � ).12 7.�9 3.l0 �.m
t -.
' � P�ZESSURE DISTRIBUTIOIV SYSTEM
1. Select number of perforated laterals �
2. Select perforation spacing = � ft.
3. Since perforations si�ould not be placed closer than 1 ft. to
the edge of the rock layer (see g. E-14), subtract 2 ft. from the
rock layer length.
� Z - 2ft. = �odit.
Rnck laycr lenRth
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 OFPERFORAT[ON tSCHARCESItiG�".'
Head Perforado�ciiacnete:(mches)
Length perf. spacing =�v4 ft. = 3 ft. _ �Q spaces 13z �!a
�3) �?) 1.Oa 0.56 0.7�
1.5 0.69 0.90
5. Number of perEorations is equal to one plus the number of 2.ob °.�" l.a�
2.5 0 F9 1.17
perforation spaces . 3.0 o.ya i.=s
4.0 1.13 1.4i
20 s aces + 1 = Z/ s.o 1.26 1.65
p pe:forarions/lateral aUse 1.Ofoot of head fo�residential systems.
bUse 2.0 feet of head Eor other establishments
6. Multiply perforations per latera:by number of laterals to
get total number of perforations. E-17b
� G/ ' . ►W�e�Jlw�r�ar M qu�v s!IMaer:s�lue�l y
{u�mr<t 0�QsO�{�r�p1ym
x = �o erforations. ���
larerals prds�arerat p ""�'""°' 1.25 inch 1. inch � 2.0 ir,_n
2.5 14 18 2�3
7. Deter.nine required flo�rr ra*e by cnultiplying 3;3 tz i6 � z
number of perforations by flow per perforation a.o ti ts � ��
(see page E-17) s.o io ia l 2,
SA� � ^
�rs X ,�:���-� ������ �:_�5
...�,a,�.�.,��..�„��,,.,.,.b,a�
-,�
8. If laterals are connected to heade:pipe as shown on page E-
�
15, select minimum required lateral diameter from table on � �,��:.,-
page E-17;enter table with perfc�rati�n spacing ar.d number �'" ,,.•�''' iv- (
of perforarions per lateral. Sele�:;ninimum diameter for �'��
perforated lateral = inches.
F,-12
,--�.�.:.�_;��-
� 9. If perforated latPra: ;ti-stem is attached to manifold pipe near �'��'s_„.�r.
the cent�r, a�: on page E-12, perforated lateral length and "`' �
numb�r of perforations per lateral will be approximately one ��"'�� �
...��
half oE that in step 8. Using thesQ values, select mini _.. . ,,,r
diameter for perfurated lateral from page E-17 as �� �.�•'� '-
inches.
r� J
. � � � 9
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforation Discharges in GPM
Head Perforation diameter
Pressure Distibution feet inches
3.a. Select number of perforated laterals �/32 1/4
b. Select perforation spacing= feet. l.oa 0.56 0.74
c. Subtract 2 ft. from the rock layer length. i.5 0.69 0.90
2.Ob 0.80 1.04
R��ay����,g�,"2ft. = feet.
d. Determine the number of spaces between perforations. a Use 1.o foot single homes.
Length perf.spacing= ft.= ft.= spaces b Use 2.0 feet for anything else.
e. spaces+1 = perforations/lateral
f. Multiply perforations per lateral by number of laterals to
get total number of perforations. �� x ��5,a«A = perforations.
S• � X�,m �r - gPm• �
// Z
SELECTED PUMP CAPACITY `� � gpm
B.Determine head requirements:
1. Elevation difference between pump and point of discharge.
�feet
2. If pimlping to a pressure distribution system,five feet for pressure s�°°°'�"'SYS'°"'
required at manifold if gravity s stem,zero. °•°='°=•°�
� feet Total pipe Imgth
3. Friction loss
a. Enter friction loss table wit15 gpm and pipe diameter. ,,,,� ��,,,;o„u�c�,e„�e
Read fric 'on loss in feet per 100 feet from table(F-14). P'�
------- -- -
F.L._ .O ft./100 ft of pipe
................. . .
b. Determine total pipe length from pump to discharge �--�-�-�-�-�---�-�----��"�--'""'"�"
point. Estimate by adding 25 percent to pipe length for fitting
loss,or use a firiing loss chart(F-15 feet).
Equivalent pipe length-125 times pipe length=
�f,��X�.25= Zov feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
friction loss in h/1 ft by equivalent pipe length Nominal
pipe dia.
Total friction loss- xZU't� =100= feet �ow Rate
4. Total head required is the sum of elevation difference, �m 1.5" 2" 3"
special head requirements,and total friction loss.
20 2.47 0.73 0.11
�+ `� + 8 25 3.73 1.11 0.16
(1) (2) (3c) � 5.23 1.55 0.23
35 6.% 2.06 0.30
TOTAL HEAD �feet � 11.07 3.8 0.48
50 13.46 3.99 0.58
55 4.76 0.70
C. Pump selection 60 5.60 o.s2
65 6.48 0.95
70 �.44 1.09
� �J �Z 1. A pump must be selected to deliver at least
`77 gpm (Step A) with at least �.3 feet of total head (Step B).
izin,g of Pump Station
T
l. Dctrrminc Surfacc Ama �y��ih
Rectanglc=Arca= L x W l
x = square feet �,�„gih
Circle= Arca=n x(Radius�
3.14 x x = square feet Kadius
a=3.1a
Other=Cet Surface Area from Manufactumr
square feet
2. Calculate Gallons Pcr inch
Thcre am 7S gallons per cubic foot of volumc,thcrcforc you must multiply thc ama
times the conversion factor and divide by 12 inches per foat to calculate gallons per inch
Ama x 7.5 gpft'+12 inchs per foot
x 7.5+12 =�gallons/inch
3. Calculate Gallons to Cover Pump(with 2 inches af a�atrr covcring pump) �timata!Scwagc Flows in Gallons per Jay
(8Pd)
(Height(in)+2 inc s) x$�allons/inch(#2) um r
(��+�)x LO =•24o gallons of lypc I Typc II Typc lIi Ty pc
Bcdrooms 1 V
4. Calculate Totai Pumpout Volume 2 30p 225 180
a. To maximize pump life select s ps�ze for 4 to 5 pump operations per day. 3 450 300. 218 �
S� gpd+4=��_gallons per dose 4 600 375 256 �;���
S 750 450 294 in
b. Calculate drainback 6 900 525 332 �Yr��.
1. Determine total pipe length,��a feet. 7 1050 600 370 '�i�
2. DeMrmine liquid volume of pipe, 7/ .4�gallons per 100 fcct. 8 1200 675 408 �„i,,,,,,,:
3. Multi ly length b volume: Drainback qua ty=
��fcet x�gallons/]00 ft._�gallons.
P' diamaa inche+ ' Gail«u r 100 f�ct
c. Total pump o ��lu�me equals dose volu drainback q,
,���! O �allons per dose+ 2� gallons= 2� gallons 1.25 7.77
1.S 10.58
5. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43
Depth(in)x gallons/inch(#2)= 2.5 24.87
zOx Z. _�gallons 3 38.4
4 6fi.1
6. Calculate Reserve Capacity(75%thc daily flow)
Dail�,fl�(see Page 12 875
'/ x.75=s allons
Rcservc Capacity
7. Calculate total gallons
gallons over pump+gallons pumpout+�3lions alarm+gallons mserve capcity
#3+#4 c+#5+#6
.2�!►Q+7�+�+5�7=�� gallons A�
Pump On
S. Tatal Depth (Total gallon dividcd by gallan per inch)
Total Gall n(�7>+gallan/inch(#2) To I Pumpout Volumc
�Q�+ 20 =��inches
Pump Off
Pump Hcight
9. Float Scparation Distancc(equal total pumpout volumc)
Total umpout volum (#4c)+gallons/inch(#2)
Q�+.ZO =�inches
._ ,
` ,D'ate� • f-30�— 9� � S `�i2 � PERC TEST BY SWEDLUND SEPTIC
Location ���� �/ 3 Hole # 1 Depth �Z��
Soil Depth �" �Z Texture �v-�-�-- �//
Depth of Initial
Water Filling �2��
Perc Test starting Time and Date: Time /O.`o�� Date f� -- 30- 9 9
Time Intervals Drop in Inches Perc Rate
� jC'j.-..�. � /�s+,.. i
/ — 3c^a�-+-�.. �L- - i
/— 3�, .-�...� / > .
Date � �3r� -- 9 � � `�"�'� PERC TEST BY SWEDLUND SEPTIC
Location ��� �o � 3 Hole # 2 Depth �2 f�
Soil Depth O- tZ Texture ��a .-..... ��/
Depth of Initial :,
Water Filling lL
Perc Test starting Time and Date: Time /O.`�rT� Date �9-�c� •- �! `�
Time Intervals Drop in Inches Perc Rate
/O ^ /o.' 0 3.s •-�-r- l 3� 1
IC� '3c� - // / 3� ;
/ - il.' .-�� �� 17 �
'30 •- C� �'�J PERC TEST BY SWEDLUND SEPTIC
�StC ''
Location �� � �o/ �3 Hole # � Depth �z ��
Soil Depth �7 �1 Z Texture � .-� ��l
Depth of Initial
Water Filling J2 r�
Perc Test starting Time and Date: Time /D-��� Date �-�o --- � 9
Time Intervals Drop in Inches Perc Rate
- O: �-+�.r s � �� /`'t �
' -- // ...�,_- �L 'Z o •r, �'
//- //." 3� ..--- ` 2 .+.. �
' Dat� -�o ' 30"' ��I PERC TEST BY SWEDLUND SEPTIC
Location �� 1 �o/ 3 Hole # �_ Depth /2 J�
Soil Depth O � t Z Texture 1o�-A�.. 3/ �
Depth of Initial
Water Flling !z''
Perc Test starting Time and Date: Time ✓�.' Z o Date �o � 3 v — 4' �
Time Intervals Drop in Inches Pe�c Rate
//.' Zc� - //.' 4 o Zm m, � �- 9 ►.
�
/.� o- �a! �ro Zd � �
/�.'oo - i2 'z o �c,� �r� /
Date ��-�o~Yy' PERC TEST BY SWEDLUND SEPTIC
Location � �l �o I 3 Hole # S Depth /Z ��
Soil Depth O " I�.. Texture �,v-r`��- 3! l
Depth of Initial �,
VVater Filling �2
Perc Test starting Time and Date: Time / �: Z o Date �-3c: -- 4 9
Time Intervals Drop in Inches Perc Rate
' Zo —//•' v � O vw 7 Z `
/ ' c� -- /Z.' c� `�' �� Z Z i
�Z.'Oz7 - /2 'Z c7 _. 7 Z �
Date � - 3.0 -� g � PERC TEST BY SWEDLUND SEPTIC
Location � �� Lo � � Hole # � Depth �2 ��
Soil Depth C?-! Texture .�.e� - 3` 1
Depth of Initial
V'later Filling �Z �'
Perc Test starting Time and Date: Time �y�.�2o Date �-3.0 —� �
Time Intervals Drop in Inches Perc Rate
/: Zd- /.� ¢O Zo .-w p ''`�' '
/ ' d - Z%v-t� ` (
,� - �0 7/ '
. � ' • LOGS OF SOIL BORINGS
Location or Project /-3� /— � / 3 � �
Borings made by SWEDLUND Date �— / � !'� �
Classification System: ❑AASHO 0 USDA-SCS ❑ Unified ❑Other
Auger used (check two): C�l Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑Other
Depth, Boring Number Depth, Boring Number 2
in feet Surface Elevation in feet Surface Elevation
o s i/ o .•� � _r�
_ � � , _ °� ���-- �f 1
, ��,�,�, � /l�
�0 1
2 - z - �� � �
� Z � � �o�-�
�
z��, �/�
3 — �1 f ��� �/Z 3 — O S�:.v �
/o � � s
4
4 - /!'1 p /� v� ��� 4 f�/�,p�$ 2D t/
5 — C (P/ � � 5 —
���f�
6 — 6 —
7 — 7 —
8 — 8 —
9 — 9 —
10 — 10 —
/ �
End of boring at 3 Z- feet. End of boring at c� /Z feet.
Standing water table: ..� Standing water table:
r--.
❑ Present at feet of depth, ❑ Present at feet of depth,
~ hours after boring. ` hours after boring.
❑ Not present in boring hole. ❑ Not present in boring hole.
Mottled Soil: Mottled Soil: j �i
❑ Observed at 2 feet of depth. ❑ Observed at�_�feet of depth.
❑ Not�esent in boring hole. ❑ Not present in boring hole.
' � LOGS OF SOIL BORINGS .
Location or Project �� �' ��3
Borings made by SWEDLUND Date 7�- /" 9 � �
Classification System: ❑AASHO �USDA-SCS ❑Unified 0 Other
Auger used (check two): 0 Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑ Other
Depth, Boring Number � Depth, g L
Borin Number
in feet Surface Elevation in feet Surface Elevation
p �ln-s�// � �Z p l ��
_ � � _ b �0�4��v �f
, l �� 1 i , i
�d �
2 - �� 2 -
C l'� � '"' �o
3 - �� � � s - C.0���--,
f
4 - �,,�O I �O �� 4 -
5 - ��/Z ) 5 -
i
6 - 6 -
7 - 7 -
8 - 8 -
9 - 9 -
10 - 10 -
End of boring at � 1/ 2 feet. End of boring at � J/Z feet.
Standing water table: Standing water table:
❑ Present at ^ feet of depth, ❑ Present at � feet of depth,
'"� hours after boring. �cJ %^� hours after boring.
❑ Not present in boring hole. ❑ Not present in boring hole.
Mottled Soil: � �/ Mottled Soil:
❑ Observed at��feet of depth. ❑ Observed at_�feet of depth.
❑ Not present in boring hole. ❑ Not present in boring hole.
,� � � LOGS OF SOIL BORINGS
Location or Project .�� / — .Co / �
Borings made by' SWEDLUND Date
Classification System: ❑AASHO �USDA-SCS ❑ Unified ❑Other
Auger used(check finro): Q Hand ❑ or Power; O Flight 0 or Bucket; ❑ Other
Depth, Boring Number �— Depth, Boring Number
in feet Surface Elevation in feet Surface Elevation
0 �L//L'S�/l � p ��!!/Zi
1 - ����-l� � / 1 - �! �� �� � ` f
� j
2 - 2 - �o S;�.� ��� 4-1�
.�
3 - � , - w � � �� 3 �l� C 1� l.,O�l+'� � I 4-
w�7' �
4 4 rnO1T5 2/ '/
5 - 5 - � �j2 1
J
6 - 6 -
7 - 7 -
8 - 8 -
9 - 9 -
10 - 10 -
1l �
End of boring at � [ Z feet. End of boring at � feet.
Standing water table: �./ .l Standing water table:
❑ Present at � �` feet of depth, ❑ Present at �— feet of depth,
- Q��/�%"� hours after boring. �- hours after boring.
❑ Not present in boring hole. ❑ Not present in boring hole.
Mottled il: / Mottled Soil: � �/
t7 Observed at 2 feet of depth. ❑ Observed at��feet of depth.
❑ Not present in boring hole. ❑ Not present in boring hole.
Vl �
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED � �v ��
PERMIT NO. '�n�oa-� COMPLETED ''��
ADDRESS �� �U �����5 �� �I
OWNER CONTR. '7 ���
TELEPHONE NO. �I�-�-73`�-3
� DESCRIPTION ��X-
lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
a � �l�,0 � ��z ��o iz s�- �o��G�5
�
J
� �
� 1� l 2 5� - l o0D --t252� (���u �
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GW �LWORKSATISFACTORY:PROCEED C- PROJECTCOMPLETE
W ❑ CORRECT WORK&PROCEED `f' ISSUE CERTIFICATE OF OCCUPANCY
O Li CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
i CITATION ISSUED
❑STOP ORDER POSTED.CAL�INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for next pection 24 hours in advance. 249-46��
OwnerlContra to r�si :
Inspector. `�`u'�
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �—��'�� �''3�
INSPECTION NOTICE SCHEDULED 'r(�[3�� �
PERMIT N0. a�2�� COMPLETED
ADDRESS �g� � �, ���%'
OWNER CONTR. /
TELEPHONENO. �ag-73�3
� DESCRIPTION �0��1/1 �
� 01 FOOTING 11 ME HANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC T. 21 COMPLAINT
v 07 DEMO-FINAL TIC INSTALL. 22 FOLLOW-UP
4Qi 09 PLUMBING RI 23 SEPTIC FIN 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
v
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
� �O� I ��
a
�
J
� -- /� �l. �t n4DP�-i on �o �
�
0
�
Q ' � �� � ��f �' �E���L`�7�`�11J�
�
z
W
�c
W
�
�
d �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the nex n pection 24 hours in advance. 249-46�0
OwnerlCon a Qn ite:
Inspector.
White Copyll�spector's File Canary CopylSite Notice
G��*�S
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC SCHEDULED �7 ���
PERMIT NO. a+��� COMPLETED �V
ADDRESS 3l�f�D ��CO�O.S h'1�I I _
OWNER CONTR.�Cc.`��
TELEPHONENO. ���r7�J
� DESCRIPTION L�.7L��'`
ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS
H
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTAL 22 FOLLOW-UP
? 09 PLUMBING RI 23 SE 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
c�., COMMENTS: '� T �l�r�L O� �
a l�'`x 6z' 1�
0 3�1` �6� f� loP�
� 3R�xo ` � SIo '
0
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Q �- �� Z '�`)Zv�-� ��6 '� � �
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAK�N
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
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Inspector.
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� DATE TIME
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ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 S STALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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Call for.f#�e next in e ion 24 hours in advance. 249-460�
OwnerlCont�act�5r n site:
inspector.
White Copyllnspector's File Canary CopylSite Notice