HomeMy WebLinkAbout2003-P06888 - septic y PERMIT
C I TY O F O RO N O Permit Number:
2750 Kelley Parkway- PO Box 66 Po6sas
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: 10/13/2003
SITE ADDRESS: 2980 Sussex Rd
Long Lake,MN 55356
P I D: 04-117-23-31-0015
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Pemut Type: Septic Permit Sub-type(s): New Sepric System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernrit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT' Hayes&Sons Exc.Inc. QWNER: Scott Weisberg&Claudia Mitchell
� 263 82nd Street S.E. 2980 Sussex Rd
Montrose,MN 55303 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PIItMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
l�l� _ ��
APPLICANT P EE SIGNATURE ISSUED BY SIGNATURE �J
Couies: 1-File(Si�:nitures Required), 1-A�licant, 1-Monthlv Renorts, 1-Assessin¢, 1-Finance Page 1
,�
�
CITY OF ORONO SEPT'IC SYSTEM PERMTT APPLICATION
Boz 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
J�
B SITE ADDRESS f � �� � U SS-e. ?< _`�� �
Occupancy Type: Residential `� Commercial Other
Permit Type: New or Replacement System $100.00 `�
Repair Ezisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: S-�e �� � � Phone Number: �7�Z - `��3�'Z���
Mailing Address: City: Zip:
Contractor's Name: �u.�S �S�s Phone Number: ?�3—`�7S—/��Z
Mailing Address: 2� SZ S�.S �� City:/Ilo,.��s-e Zip: 5�'3�3
*** DO NOT MAIL PAYMENT WTTH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer,and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required)components are functional and comply with codes. '
5. Individual holding 1�IPCA Installers License shall be present during all inspections. A 24-honr
notice is required for all inspections.
.
�
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
� 2. I will be installin the following:
A Tanks: Precast Concrete Other Manufacturer
,�'�r wi J�
Tank Capacities: 1) o!� al. 2) /3ot� gal 3) ot� al
B. Pump Station(if requued)
Pump make&model ���L <� � �� y (attach pump cur�e&
literature); system design requires 7 gpm at / 7 feet of head.
High water alazm make&model .G.,c . Outside
electrical work to be completed by installer electrician other.
C. Treatment System: •
Trenches: s.f. J Mound
Depth of rock below pipe " Rock bed dimensions�' x 6 z'
Drop Boxes Sand bed d'unensions�' x 8�_'
Distribution Box Pressure Dist. Pipe Diam. �'/z '�
Manifold Pipe Diam. Z " "
D. Final Cover/Topsoil to be: bonowed 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 ordinances of the City and the regulations of the State
of Minnesota,and certifies that all stat ents ade on this application are complete,true and correct.
Signature ofApplicant Date: G�—/ 3`� 3
MPCA License No. �
Staff Review: Approval \ Denial
Reviewer: " 1`'�Q'� Date: � (�—�� -'U�
Reason for Denial:
SEPTIC SYSTEM APPROVAL
� �
� � �� �t� o
0 0
� � ;,e ,� CITY of ORONO
l4 Municipal Offices
ti
�.�9 g.�G Streei Address: Mailing Address:
�'EggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Steve Boll Phone (Home) (Wark) (952)473-2089
Address 2980 Sussex Rd City Orono State MN Zip 55323
Site Evaluator Jeff Swedlund State License # 398 Phone# 442-5855
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 750
No. Potential Bedrooms 5 Slope: 4%
Depth of Sand: Upslope: 1.0 Downslope: 1.4 Soil Sizing Factor 0.83
Perc Rates P-1 P-2 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 26" B-2 26" B-3 24" B-4 42" B-5 26" B-6
Type of Treatment System:
Standard X Alternative Other Performance
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 1250,1000 # of Tanks 2 Lift Tank Size 1250
Pump Brand GPM 47 Head 17
Treatment System:
Minimum 622 Square Feet with 9" inches of rock below pipe
Bed 10' x 62' Mound Treatment Area (95' x 36') (82' x 36'�
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions: - �c•.t1- •t ='; T�� %'.^� �� � �'�.!..L) ;� �:�c�: cc.,,�r�,�. t-. �r -
� ��,�� l� 1n.�+`�;AS ���'�c�''c- �,�- t�C.�
( ` r -�
$y; l��C`\Crj,t,� �` � *}_,/yti„-r.,,,r� ��-�-�•--C.! .�
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
� . Swedlund
Se tic
p
S ervice
CITY�F nRONO
SEPTIC P RMIT REVTEW
INSFECTOR,,,,, �
[►� Perc Test DATE a-,,,,,, Z?-3 PERMIT NO.
�rraovFn�s scetiirr�n
APPROVEp WITM CORRECTIONS AS AtOTED
NUT APPROVE[�CORR�CT�R88UBMtT
Tbcse oommcats�n for�ronr iutormation. Ali work shred be
Soil Boring 1a fuU compliwwe vitA�!)applic�sbla septic aad mnin6 cud�,
llequir�ements i�ludin�ilems not+peolflcalty nated ts eAia
KEEP THIS PLAN t8T Wd SiTB AT At,L TlMF.g
�esign
❑ Installation Estimate
Prepared For:
���,� ,� �/
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:�.c'a,� � �-.,�,f � c
/�� �, �.R�K� S�
.�7� ' Z �89 w���
Site Address:
29f v ,��loS.S ,�.Y ,�c�
C��Zo� O
�oi � .�3l, �
S�a�� Certifi��`
�
lSwedlund Septic Service • 9520 Laketown Road • Chaska, Il�IN 55318 • 442-5855
� � Swedlund
������ Se tic
_,,,�,BEOROOHtS. ANY MIdtEASE IM NqN�BE'R �
��������T��� S ervice
SEPTIC SYSTEM DESIGN
Date i��O�
Owner/Builder _��G�v� �/ .:VE .�f��NE•t
Address
Site Address Z �O cl.�S�� L�c� � �/� �� � �.�o�D
Home Phone Work Phone �7� �o�� Pager/Cell
The following information has been compiled for a single family home:
Bedrooms � GPD 7-SO Garbage Disposal �S Lift Pump in Basement n!o
Septic Tank Capacity ZZ.�O Pump Tank Capacity /�—O
System Type: Mound � Trench
Distribution: Gravity Pressure �� Land Slope 'Y
��
Depth to Restricted Layer Z lj_ Soil Sizing Factor • � Perc Rate /6 '-�'o �,. � �
Trench System: Drainfield Size/Sq. Ft. Lineal Ft.
SB2 Number of Laterals Rock (Tons)
Rock Width Max Trench Depth Width
i
� � � � �
Mound System: Rock Bed d (. Sand Layer �c�
�
Upslope � Downslope � Sideslope �Q_
r r //
Sand Depth / — / Topsoil on Site � Trucked in
Sand (Tons) 2�0 Rock (Tons) 3Z Topsoil (Tons) �l2��
Pump Manufacturer: ��v�Cl
Requirements: GPM �7 Head /7' /
Force Main Length � � Diameter � ��
Number of Laterals � Length GO �
Swedlund Septic Service • 7775 Tacoma Avenue • Mayer, MN 55360 • (952) 657-1034
� State Certified Lic.#398
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�
. • MOUND DESIGN WORKSHEET 5
� � (For Flows up to 1200 gpd)
A. �,QW Fstimaced Sewage Flows in Gallons per day
d)
Estimated 7�0 �C� Numbu Type I Typc Q Typc ID Type
of IV
or measured x 1.5 = gpd.
z 3ao zis �so �
B. SEPTIC TANK LIQUID VOLUMES a °6050o s30s° Zis6 °f'"�
Zz�O gallons 6 'yo50o 'su s�z �,,
� ioso � 3�o u«
8 IZ00 675 408 p1
C. SOILS(refer to site evaluation) `°''°"�
1. Depth to restricting layer= .�o inches .2 �z feet �` � �`
����r
Num6er af Minimun liyuid . . n�adry wnA w�iN Aisposal&
2. Depth of percolation tests= /� inche �� �y �ds�� lihinsi0e
3. Texture 2ix1� '�o "u 's°°
�lv,4.7'1 Percolation rate / 3 mpi ��R< i000 ,soo zaoo
s�K� i soo zuo woo
4. Land slope % 7•A°�y Z� 3� �
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
7S'D gpd x 0.83 sq. ft./gpd = Gz�sq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') _ /c� ft.
3. Length of rock layer=area=width = ��•�Q��- A-Aa -..e � e e�aa-�
. � �oa`'���`'�aKx
(a��sq. ft. _ �ft. _�¢�ft. "`�°; ��° �.�� . °
�Qp'Q'°.bp.°.'&aoia-.m.�s-:ea.e:ae 0...
a
a o�: r e� G O A liU•Sb' f�:�
.. .....o._ ,'e'p0"p'�"009.-�II. �u,
Width�ft �d:�. o ::d .a ,ee .
<120mpi <10' Length�ft
E. ROCK VOLUME
>120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock;�Z�sq. ft. x�
ft. =f,�cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
(�Z.,cu. ft. -27= 23 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. ABSORPTION WIDTH Absorption�dth Siang Table
1. Percolatio rate in top 12 inches of soil is�gnpi �.���� Sal Texam �� '�a e'�°°
Texttue /1'1, cMpn �yuua�e�« ia,�«wam
Fauer than 0.1 Coarae Smd 1.20 1.00
0.1 to 5 Saod 1.20 1.00
2. Select allowable soil loading rate from table; o.��s F,�s�a o.�o Z.00
6 to 15 Saody l.oam 0.79 1.52
� �� gpd/ft� '-��3' s� o�. i.a.�.o'
46 to 60 Clay Losm 0.45 2.67
60 to 120 Clay 0.24 5.00
3. Calculate adsorption width ratio by dividing rock layer s�o,v«w��zo c,sY o�0 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ft�= ► � gpd/ft2= Z� O
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
.�_X�ft= �'v ft
' DOWNSLOPE DIKE WIDTH
i. If landslope is 3% or more,subtract rock layer width from
adsorpdon width to obtain minimum downslope dike toe
Z'o 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 �feet
b. Multiply rock layer width by landslope � reo� ce�.�
to determine drop in elevation;
t roet Re •e
Slope Difference s•o•�•��e� r..�
.,,�X��o+ 1��_ •l feet SIeO� Oltf�nne�• t
uo:io •wia�n
c. Add depth of dean sand for sepazation (2a) -���•� R,�k e.a w�a�n
at upslope edge,depth of rock layer(1 foot) to depth of .,[Q r..� oow� o.w+a�n
cover(1 foot)to find the�mound height at the upslope edge �r••'
of rock layer;
�ft+ lft+ lft=�feet
d. Enter table with landslope and upslope dike rario.
Select dike multiplier of 3��� �
e. Multiply dike multiplier by u slope mo nd height
to find upslope dike width: � x� �/O 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 he downs pe height;
�_ft+ ft= feet
g. Enter table with lands ope d downslope dike rario.
Select dike multiplier of . ��
h. Multiply dike multiplier by do nslope m und height
to get downslope dike width. �7L x��� _,�feet
i. Compare t he v a lues o f step G.1 an d Step .2h Select the i
greater of the two values as the downslope dike width; SZ
�� feet
uo. wia�n
j. Total mound width is the sum of -�C1�••�
upslope dike(G.2e)width plus rock � � „��
layer width (D.2)plus o �o. oo.w�a�� "t �o. M�„�
downslope dike width(G.ti); a� i�"" �""
1Qft+��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 width (G2e);
�ft+fQ�ft +1Qft= � feet
� TOI�)L�IIpl11
owns ope ps upe
a:i ai sa si r.i �:i �i s:i s:i r� ea
s.bp.
0 3A l0 5.0 60 �.0 7.0 40 S.0 �i0 7.0 6D
1 3.W li7 526 6J! 7S7 291 7.15 1.76 S.f6 651 7.{I
2 �.19 LiS 556 6.l2 l.1� 2.N 7.70 tS/ 5.36 11� 6.90
3 330 �51 5.lB � 7.R !.!6 2.75 757 4.35 5.0! S.19 6AS
♦ 3AI L76 6]S �.K 9.7! 26! � 1.17 �.µ S.K 6D6
S ]S) �T� i67 157 IO.TJ 261 I.11 �.00 �.62 5.19 571
i ]�6 5�6 7.1{ 936 1207 2.5� ).27 3.65 �A1 l97 5Ai
7 »0 556 7.69 103� 1�.77 2.�8 ),I? �.fi �.77 {.70 5.13
! �.% S.bs !11 1151 15.91 2.12 3.47 357 !.� �.�9 1a/
9 l.11 6.75 9.W 13.M 1l.91 2.J6 291 7.15 7.90 ��0 �.65
10 {29 i67 IOA I5.00 27J1 LJt 2!6 737 ].75 �.12 �M
11 {A! �.1� 11.11 1�.65 70.�] 226 27S ).27 ].61 ).95 �16
iz �� �.w �uo ii.0 u.r zr i.�o �.i2 �..9 a.eo �.a 64
. • pRESSURE DISTRIBUTIOIV SYSTEM
1. Select number of perforated laterals 3
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.
Rock la— Y� ' 2 ft. _�f t.
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round E-17a
down to nearest whole number.
TABLE OF PERFORATIU[V DISCHARCES IN C('�'
Head Perforatlon diameter(inches)
Length perf. spacing =� ft. i 3 ft. = 2o spaces � 3 �'4
(3) (2) i.� o.sb o.;a
1.5 0.69 .
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 . a.o 0.98 1.28
4.0 1.13 1.47
5.0 1.26 1.65
�0 spaces + 1 =��perforations/lateral aUse 1.0 foot of head Eor residential systems.
bUse 2.0 feet oE head for other establishments
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. E-17b
� z� �.�.�..�.���.,�,.�..�� .
x � erforations. `"""�°` '"°'�
laeeral s perfs/lateral—�P ��''�' 1 inch 1 inch 2.0 inch
2.5 14 18 28
7. Deter.nine required flow rate by multiplying 3.o i3 i� zb
3.3 12 16 25
number of perforations by flow per perforation a.o ii is z3
(see page E-17) s.o io ia z�
.(�� .� _
a�s x a�+i� -��gpm. E-15
r.ras uu+m a oo s r.oR ainMn+es m.u�
�R•
8. If laterals are connected to header pipe as shown on page E- �;
15, select minimum required lateral diameter from table on �r..y-
page E-17; enter table with perforation spacing and number ,�''' �'"�''
of perforarions per lateral. Select minimum diameter for �''�
perforated lateral = z inches.
E-12
M-:..���M-
9. If perforated latera� system is attached to manifold pipe near �g"�:__,�,,,..-
the center, a� 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 minimum _.. . ,,r
diameter Eor perforated lateral from page E-17 as �''` 3�
inches.
� . • 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 7/32 i/4
b. Select perforation spacing= feet. 1.oa o.sb o.7a
c. Subtract 2 ft. from the rock layer length. 1.5 0.69 0.90
2.Ob 0.80 1.04
R�iaye�i�g�n"2 ft. = 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. r e�a 5 x ��5,�e�r = perforations.
� S• � X�,m �� = gPm.
SELECTED PUMP CAPACITY-'�SPm
B.Deteraune head requirements:
1. E�evation difference between pump and point of discharge.
_�feet
2. If pumping to a pressure distribution system,five feet for pressure Soil teatment system
required at manifold if gravity system,zero. °•°="=°�
.Sr feet row y;��g,gm
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. ,,,� . ��„�„�R„re
Read friction loss in feet per 100 feet from table(F-14). P`�
------- -- -
F.L._ • ft./100 ft of pipe ................. .
b. Determine total pipe length from pump to dischazge �-��-----------���-���------�-----���
point. Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-125 times pipe length=
��x 1.25=��feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
friction loss in ft/100 ft by equivalent ipe length Nominal
pipe dia.
Total friction loss=3'�x�=100= � feet
4. Total head required is the sum of elevation difference, �O�'�'m te 1.5" 2" 3"
special head requirements,and total friction loss. �
� 20 2.47 0.73 0.11
�_+ +�_ 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 2.06 0.30
40 8.91 2.64 0.39
TOTAL HEAD ��feet � 11.07 0.48
13.46 3. 0.58
C. Pump selection bo 5.bo o.s2
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
�gpm (Step A) with at least �feet of total head (Step B).
, . Sizing of Pump Station
1. Dctrrminc Surfacc Arca T
Rectanglc=Arca=L x W W"��h
x = square feet ��� �, 1
s
Circle= Area=n x(Radius)�
3.14 x x = squue feet K;��;��
a=3.14
Other=Get Surface Area from Manufacturer
square feet
2. Calculate Gallons Pcr lnch
Thcre arc 7.5 gallons per cubic foot of volumc,thcrcforc you must multiply thc ama
times the conversion factor and divide by 12 inches per fcx�t to calculate gallons per inch
Arca x 7.5 gpft'+12 inchs per foot
�-----
x 7.5+12 =�o� gallons/inch ���� �`:'��` /�"��S
3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Estimata!Sewage Flows in Gallons per day
(Height(in)+2 inches) x gallons/inch(�i2) �g��
um r
(�[TL+ Z )x�3 = 3Zz gallons of Type I Type II Type ll[ Typc
Bedrooms !V
4. Calculate Total Pumpout Volume 2 300 225 1R0
a. To maximi2e pump life select s m sizc for 4 to 5 pump operations per day. 3 450 300 218 �
�_�pd+4--�/�—fiallons per dosc 4 600 375 256 �r m�
5 750 45U Zy4 Vein�
b. Calculate drainback 6 900 S25 332
�YtK�,
1. Determine total pipc length,�feek. 7 1050 600 370 �'"`
2. Detcrmine liquid volume of pipe,/.��gallons per 1(x)fctit. 8 1200 675 408 �„i;,�;,,�
3. Multi ly length b v lume: Drainback quantity=
�fcet x�gallons/](H?ft._�gallons.
Vi di�meta inches G�Ilunx er 100 fui
c. Total pump out volume equals dose volume+drainback 1 4.4
,��allons per dosc+_/��allons= ��_gallons 1.25 7.77
1..5 10.58
5. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43
Depth(in)x gallons/inch #2)= 2.S 24,87
T��x � _�gallons q ��.1
6. Calculate Res�rve Capacity(75%the daily flow)
Dail Flow(see page D-7)x.75=
�O x.75=.�loZgallons
Reservc Capacity
7. Calculate total gallons
gallons over pump+gallons pumpout+�allc�ns alarm+gall�ns reserve capcity
�3+ #4c+#5+#6
�z z +�+�_+�_��galloiis Alarm
Pump On
S. Total Depth (Total gailon dividcd by gallon per inch)
Tatal Gallon(�7)+gallon nch(#2) To 1 Pumpout Volumc
��+��_�inches Pump Off
Pump Hcight
9. Float Scparation Distancc(cqual total pumpout volumc)
Total pumpout volumc(#4c)+gallons/inch(#2)
��y_�=�inches
�r,7 � C/j/�� 7J .��'il�
� �� A � m��.
�/� /Z �'
1 f
1 1
'.f0 � i
1 1 �
t I
.�. 1 1
� 0 40 t 1 �
+� ' S 85 � ' �
� oo� �---- --------------�___�____ 337.U4 �
� �Q o �____ ___ __________________-- _�..;-----------___-.-- --- _,_� o
0 ��� rorr a ---------�--_-----�_ �____k Q
CU ��� !� � O N� �
N ! S 85 � 347.48 �t
' � 156.29 �
z° +f 89.75 . �
� ;' 10fS9 �
r , �
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� r t
. � � PRO�'OSE�: ' '
0o J '
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,
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� o . i - , p �
1�! � a ,/J 1.����.:.t__'i.._�.���4 MIELL ;
�' ��� � ..'.• ..
r PERC:1�LEs � i
� ��� 'fr �
1J *' �
� � tJ f �c ��s ��
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ir__---- --__ �
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Q � t � � .� � � - i ' ' �-�.._�.��....,.`+� 1
r�}' � � ---...................__---.'�`. ............._ .23D.U. .._.,......_...___�__„............................ �,��
¢ � -r- E � .-
�'�
� � o ORAINI� HfJD ,�::...:."-�"�
� � � � � -,'UTILITY EASEMENTS �
w � ; �DRAlNAG£ . 00 p � i
� to, _ �ASE.ts+1EN�� .. ... . __ ., __ _ ,."''� ,� i
»....;,
� Q . .... _ -----� -M-----�-- --
� : —_ _..__..
�z � ____..____.�__---______ �______�__.._ ' _
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& �1 88a5fl' 39'�. W . . 4 f�.$$ .:
�
� �
. LOGS OF SOIL BORINGS
Location or Project
Borings made by SWEDLUND Date l jr'!~Ct Z—
Classification System: ❑AASHO Q USDA-SCS ❑ Unified ❑Other
Auger used (check two): 0 Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑ Other
Depth, Boring Number 1.�� i Depth, Boring Number .�
in feet Surface Elevation in feet Surface Elevation
0 0
/
1 — `SA� • �O'1�i+rti ��� 1 — O a5 �.v'I�t�-�- Z�Z�3/
ZQ ( Y�w`�
� L�
2 - /� ��. 3��- �1� 2 - �� y
3 - o i L � yl`'� 3 - 5�.� �v-,�1+'�J �� " `'��(P
/11 D i 1�G � �P �1 !''1'1 oTf�-G � -�O �
4 - �.,��rr- y���o�.� 4 - ��s� y� l���s
5 — 5 —
6 — 6 —
7 — 7 —
8 — 8 —
9 — 9 —
10 — 10 —
End of boring at � feet. End of boring at � feet.
Standing water table: Standing water table:
� 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.
i �
Mottled Soil: �/ Mottled Soil: �
❑ Observed at G L 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
Borings made by SWEDLUND Date ������O 2..
Classification System: ❑AASHO 0 USDA-SCS ❑ Unified ❑Other
Auger used (check two): 0 Hand ❑ or Power; ❑ Flight L�(or Bucket; ❑ Other
Depth, Boring Number �� Depth, Boring Number
in feet Surface Elevation in feet Surface Elevation
p �t 1 p U�: !�
� /
�Q .0 . .-w a!� % 2�Z
1 - 1 - /w�'�1`!�-v
/�
/ � 3 f�
2 - - L .C�*sh�c> 3�" �/f�s 2 - �� �i c. �,�•
� S �� rl
3 - z 3 - �� C � --"" " ''`,' y/y� �
�
/`Y�G'Tf�-� � 2 G Jl
4 - � �'� 4 -
����- � �'� ��2 ���
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 -
9 - 9 -
10 - 10 -
End of boring at feet. End of boring at � feet.
Standing water table: Standing water table:
❑ Present at feet of depth, O Present at feet of depth,
hours after boring. hours after boring.
�l Not present in boring hole. � Not present in boring hole.
Mottled Soil: j h Mottled Soil: j ��
❑ Observed at�_feet of depth. ❑ Observed at �Z. feet of depth.
❑ Not present in boring hole. ❑ Not present in boring hole.
� �ate //-�D:' PERC TEST BY SWEDLUND SEPTIC
. �
Location Hole # � Depth �
Soil Depth D '- /2 Texture '���
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time 9��t Date /I �✓p2
Time Intervals Drop in Inches Perc Rate
d�..a �w
Date /J- tl 0 2 PERC TEST BY SWEDLUND SEPTIC
Location Hole # _� Depth / t
Soil Depth O " j� Texture ���'''1
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time g��l Date J� ��t�Z-
Time Intervals Drop in Inches Perc Rate
. A�.u� Scai I ,�H
Date ��-`��o Z PERC TEST BY SWEDLUND SEPTIC
t
Location Hole # _� Depth �
Soil Depth b—!� Texture ��'r"i
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time ���''� Date //L��'.�
Time Intervals Drop in Inches Perc Rate
� P p
� Dater — �o PERC TEST BY SWEDLUND SEPTIC
. � l
Location Hole # � Depth
Soil Depth C� ^ !2� Texture
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time � '`�`'''`�-� Date
Time Intervals Drop in Inches Perc Rate
�-�-�- �T I r �
�ate PERC TEST BY SWEDLUND SEPTIC
Location Hole # Depth
Soil Depth Texture
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time Date
Time Intervals Drop in Inches Perc Rate
Date PERC TEST BY SWEDLUND SEPTIC
Location Hole # Depth
Soil Depth Texture
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time Date
Time Intervals Drop in Inches Perc Rate
;
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION N TI E SCHEDULED
PERMIT N0. � 8$� COMPL ED �0�`t'n� ���3
ADDRESS �-�� S�SS�-�C-
OWNER CONTR. �^�(t S
TELEPHONE NO.
� DESCRIPTION �CP t `� �`�'1` ' v�(�
ly 01 FOOTING 11 MECHANICAL R� 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
O 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 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
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVEA REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�ES_Np
� COMMENTS:
a -~ 5 a�� -- Rr��'�L- v
j
0 � ,c. S
'' — r�.S Sc,�.
�
0
�
W
�
Q
�
2
W
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W
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W �y1�ORK SATISFACTORY:PROCEED ❑PROJECT COMPIETE
W ❑CORRECT WORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP OR�ER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
Owner/Con ctor on site:
Inspector.t���
White Copyllnspector's File Ca�ary CopylSite Notice
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. ���888 COMPLETED IU-15-�3 10=3 0
ADDRESS aq�6 U suss t X �
OWNER CONTR. �'I�ytS
TELEPHONE NO.
� DESCRIPTION S o� �� L �
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 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 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 5 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNER/CONTRACTOR TO MEET YOU:i�ES_NO
� C�MMENTS: ' � ��� �Y—� ^ k�-���- �
�
a "� ��?�—t r �`� S t c v.r c� }-�r��
� ' 'x �L � 1 e 4� <� ��- �-��r�e I,S �' ����-�s
0
� — �':��� •� v.. r��,�
� — � S r�� d^ � t �' -� �.� �Sar o\L
Q � y� `C e�k:_. 0
z ' 1��t�•1 S c c..�-,-,.,.., t �
� '' �< ���.i�S p
W _\ 1
j � £���(J �:M� -�/ _�1+T � A\<i�f1
d
� �/ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC01/ERING PERMANENT
O CORRECTUNSAFECONDITION WITNIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 houp��n j vance. (g52) 249-4600
OwnedContr or as�it.e: 1 ��
inspector.
White CopyMspectw'a Flle Canary CopylSite Notics
DATE TIME v
CITY OF ORONO CALLED IN
INSPECTION N TICE CJ SCHEDULED ot
PERMIT NO. � a COMPLETED �� �-v
ADDRESS o���� �u S,�P� �d
OWNER CONTR. �N`��Cj
TELEPHONE NO.
� DESCRIPTION �e�}� L r;�t I
t� 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
� 10 PIUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTORT�MEETYOU:�S_NO
� COMMENTS: "'����t r v^ s<<<�,r� )��1�,�
a � �t���f n.� wC /�
o - � �..� r`�s
'' '_ 5����� o I�
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� �,�5����-_ A 1�ts a� �-,�sa- �- s��� ��lc
Q �..�c� ��d�c.c.� d— s:�.�.. �..._•ss ,� ��1CS . Qu,MAtr
� b`'��' -j-i.^l� .'� f,�tc,+�e� �(... Sa S��j'
� n�..�r�r �o�- ►��-o r��� ,
�
a
W� ❑WORK SATiSFACTORY:PROCEED �ROJECT COMPLETE
W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑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 next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlContr�on site:
Inspector. ti"�-,
White Copyllnspector's File Canary Copy/Site Notice