HomeMy WebLinkAbout2005-P09239 - septic PERMIT
I CITY OF ORONO Permit ►vumber:
2750 Kelley Parkway- PO Box 66 Po9239
Crystal Bay, Minnesota 55323 Permit Type:
Septic
(952) 249-4600 Date Issued:
10/27/2005
SITE ADDRESS: 3060 Fox St Un►t#
Long Lake, MN 55356
PID: 04-117-23-32-0002
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc. Inc. OWNER: Robert&Kimberly Melamed
263 82nd Street S.E. 3060 Fox St
Montrose,MN 55303 Long Lake, MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
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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APPLICANT PERMITE SIGNATURE ISSUED BY S[GNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
• . ' '� O�' CITY OF ORONO
SEPTIC S'k'STEM APPROVAL
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�:��,� ����s �ITY of 0���"�
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'%� ! ,�. �-
} cti.!�;,;E::,,,,. ►�r
�+, ,)�,���ti� crY biunicipal Oftices
� °� , �ti' Post Otiice Box 66
�.�� '�` ���,� Crystal BaY,Minnesota 5532.�0066 .
kESH�g'
- LOCATION: 306o FoX st.
OWNER: Karen Chadwick
GENERAL CONTRACTOR: . SEPTIC CONTRACTOR:
SITE EVALUATOR: Swedlund Septic Service REPORT DATE: May 12, 1998
The City of Orono has Approved your on-site system design as of" May 19, 1998
(approved-disapproved) (date)
with die following COnlments: The proposed drainfield site is on slopes exceeding 6� and
the downslope edge is within 20' of the property line. As the proposed site is
the only suitable area available on the property, staff variances are granted.
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 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 20°
of tested drainfield sites either before or after system cons[ruction. 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 con[ractor.
CITY OF NO
.
By �
Stephen c an, On-site ystems Manager
�
TELEPf IONE—473-7357• FAX-473-0510
� �� ' � Swedlund
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SWEDLUND
o - � e ti �
S c
p
� S ervice
�0 Perc Test
� Soil Boring
. Q Design
❑ Installation Estima[e
Prepared For: .
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Site Address:
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S:�a�� �e�-tifie� ; : ;
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� Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855 z _`�
� � i � Sw��lund.
, . SWEDLUND
- o - o Se t�C
�
��rvice
. May 12 , 1998
Karen Chadwick
3060 Fox Street �
Orono , Mn.
Re : Replacement Septic System
We propose replacing the existing septic system at
the above property address with: two 1U00 and one
1000 gal tanks and pump chamber; 153T sand, 20T
rock and 136T topsoil . Pump with 17 ' head and
27 GPM, rock bed is 10 ' x 37 ' . Setbacks from house
and garage are not being met due to lack of room.
Measurements and contours are critical in con-
structing this system.
Thank You,
� � �
I� -����� /� --
�
Jeff Swedlund
Swedlund Septic
Swedlund Septic Service • 9520 Laketown Road • Chaska, I�1N 5531 R • 442;5855
STATE CERTIFIED
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t-ly
MOUND DESiGN WORKSHEET
(For Flows up to 1200 gpd) ' �
A. FLOW D-� _ �
.
Estimated - '-J�:_ gpd (see pages D-7 or I-3, 4, 5) `3"""�"�R°�'���"°'y.
w..eci+ �.n or��oexc•
or measured gpd. �°� � ° II s
: wo a� �w tox
3 a�p 7pp =�� ai
� � {00 )T� ISi
B. SEPTIC TANK LIQtTID VOLUMES : .'o �� � ''�`
, ,� .� ��
> � . �� .,� .o. ��„
_ �:�� ;- r, �� gallons (see pages C-3 or C-S)
C-3
C. SOILS (refer to site evaluation) SE77iC r.HK c�v.c�nEs, �H GALLONS
tpuo C✓�cm
1. Depth to restricting layer = %'•;•�' inches ""`"°' ��� ""'°"'�°'
�[Di1CY�Id lJQl�O CU�QTt Otf10111
2. Depth of percolarion tests = � i inches ,a,�.. ,,, ,,,,
3. Percolarion rate �;s mpi ��� �••• ,�.�
� --�
�o,. ,.e. �,�o
4. Land slope � - i .�_. °'o ,.�a,
,... �,ae
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock �
layer: A x 0.83 =
=' �-� g-pd x 0.83 sq. ft./gpd = � � f sq. ft.
2. Select width of rock layer (10 feet or less) _ ?:"% ft.
3. Length of rock layer = area i width = I
�' -; _3 sq. ft. y _ ft. _ �� �' �ft. Rock Bed
. �f.f•f•f•r•f•f.f r•f•f•r•r•f•f ,
.�.�.,.�.�.�.�.�.�.�.�.�.�.�. T
f•r•r.r•f.f•r•r �•r.r•f•f•�•r �
L•ti•ti.ti.ti.ti.ti.�.ti•ti•ti•ti•�•ti.ti• idth 510
/•f•/•f•f.l•t.l f•r•J•l•t.r•r
�•ti•�•�•ti•ti•ti•`•ti�ti.�ti•ti•ti•ti•ti•
.r.r.r.f.f.�.f.f.�r.r.f.�.�./.r
E. ROCK VOLUME �-- Le�g�h --;
1. Multiply rock area by rock depth to get cubic feet of rock;
� �` � sq. ft. x ft. =� '-�' cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
� � cu. ft. y 27 = � -j cu. yd.
3. Multiply 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 I
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; ��..•��n,d.���ou��•ot I
��� —I �
gpd/ft2 � �......._. I
3. Calculate adsorption width ratio by dividing rock layer � "�� �� ��� � ������' '
..,. . ,., ..a �.. ,oa
loadin� rate of 1.20 gpd/ft2 by allowable soil loading rate; .� ,a ::e e:i '.:: e>:
-„ .., a„ ... ,., ,.o
1.2� gpd/ft2-� _�_RPd/ft2 = "' - �� :� :;_, ::: a:�: .� ato
Check fhis t�aii�e on page E-16.
4. Multiply adsorption width ratio by rock layer width to get �
required adsorption w-idth; �
x /,,: f t — -' '-� f t
DOWNSLOPE DIKE WIDTH
' i. If�landslope is 3%a or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�-�::r�;ft- .���=•ft - r�:��w.; feet
2 Calculate Minimum mound size based on geometery:
a. Detertnine depth of clean sand fill at upslope edge of rock
layer: Separation _�feet
b. Multiply rock layer width by landslope � root co�.�
to determine drop in elevarion; � roo� Ro .a
Slope Difference S�per�tlon s_ r..�
_-� x i %� 100 = ' feeE SIoD• Dltf�r�nc• - � c
Upslope WIOtN
c. Add depth of clean sand for separarion (2a) ''' ' ��•� Ro�k aea w,atn
at upslope edge,depth of rocic layer(1 foot) to depth of -- r��� oow�:�ao�w+ac�
cover(1 foot) to find the�mound height at the upslope edge -=-�'••`
of rock layer;
� ft+ lft + lft= .� feet
d. Enter table with landslope and upslope dike rario.
Select dike multiplier of �� . :���
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: �f' x •'� _- a= ; -��� 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;
"t �:.�ft + '� r ft=.�' i feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of �== • � -i '
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:�'?- � ; x -� i = ;_:; 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;
� `=' feet c:% �-�o:�ao.w�a�� '
j. Total mound width is the sum of �� -� �•�� � �' ''` a
� >+, ;
upslope dike (G.2e) width plus rock R,�C o.,M,,,�
layer width (D.2) plus = �o:�o.�,��o�� �`��'"" �o,,,,.,,,,,�
downslope dike width(G.ti); 3 , ' """- Y ""
" " ft + �" ft + '� ft = .; feet � ' ; � >
k. Total mound length is the sum of' t � � °' °°""" � "{
�o�ww��
r��i
upslope dike width (G.2e) plus rock layer ��' }. : ` y �
length.(D.3) plus upslope dike width (G.2e); �.�"
ft+ ft + ft = feet �`
ro�ei unqtn
owns ope ps upe
7:1 l:l 5:1 &1 7:1 )�.1 tl S:l 6:] 7:1 8:1
S�{ope
0 3D �0 SA 40 7.0 )D yp_ 5.0 '6.0 7.0 6D
`7 � 3119 �l.171 5.7b 438 7S7 291 �'].g5�. �J6 5.66 6.54 7A1
�2 1.19 �135 556 6.ffi 8.1{ :.d7 ).70 l51 5.36 ii! 6.90
3 330 LS1 5.88 '32 9.86 :.i5 3�� 1.35 S.OB 5.79 6.L5
♦ D41 L76 635 J.89 9.T2 26S 3.15 �.17 �.6/ 5.16 6.06
5 753 5.00 66) 157 10.T7 I61 J17 1.00 {.62 5.19 5J7
� J�6 5.7b 7.1� 9JJ 1207 25/ 721 7.65 lAl {.93 5.�1
7 �0 SS6 7.69 t0�1 I1.:3 2�8 7.12 ].70 IZ7 t.70 S.p
! 3.95 S.bi !33 1154 i5.91 2.12 J�¢! 357 �.QS 1.�9 ��d
9 <.Il 6.25 9.09 13.U1 18.92 236 294 3.15 7.90 {30 �65
10 t29 66� l0A t5.00 23J] 271 286 31J 3.i3 �.72 l.N
11 t.1! 7.11 11.11 17.65 30.�) 226 278 J33 ].61 7.95 116 �
u �s9 7.� izso zi.0 �a�s zz; z�o a.0 �.w a.ao �.oe ��
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 dean sand fill at upslope edge of rock
layer: Separation ' feet
b. Multiply rock layer width by landslope � roo� co�.�
to determine drop in elevation;
i rooc Ro .a
Slope Difference S�per�tion !_ r..t
x � `• %+ 100 =_�feet Slop� Dltf�nnc• � ' c
UDsloDe WIOt�
c. Add depth of clean sand for separation (2a) �••� Rotk B�p W1CtA
at upslope edge, depth of rock layer(1 foot) to depth of !�� re�� oowns�oo�w+o�n
cover(1 foot) to find the mound height at the upslope edge �_�-' r..c
of rock layer;
�� ft+ lft+ lft= .�' feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of ;- i c�-
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: `' x � %-�_ ��;.: - 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 ratio.
Select dike multiplier of ��'. �'�:. =% �
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: ��',�'.�Jx .��-�- _.:c>. %' 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; _, „ .
�;'-_ • ? feet , ,
Total mound width is the sum of �' u�'���•����� '�� t� �-'y
J, � _.
upslope dike (G.2e)width plus rock R,�C,. W,,,�
layer width (D.2) plus o �„ OD►MICIn '= `�y`••`
UDs1o0�M10869
!
d o w n s l o p e d i k e w i d t h(G.ti); , Y E "" tf : '••`
'' ft + ;r: ft + <<:� �' ft= �=�`�' feet � '
�, � , {.� • �l r� �1� Do�wns�oo�wwtn ?
k. Total mound length is the sum of ,,,,
' upslope dike width (G.2e) plus rock layer ' �� ;
length.(D.3)plus upslope dike width (G.2e); ,,;_
r' ft+ `�T''�`ft + :: ft = ��; ���feet ��=
TOl01L�npin
owns ope ps ope
3:i ai s:� �i �:i �:i �:i s:i s:� r.i ea
s�ope
0 7A l0 5.0 40 7.0 7.0 l.0 5.0 '6.0 7.0 8D
1 3D9 ltl 5.7b SJd 75] 291 ).SS �.76 5.66 651 7.�1
2 7.19 �.35 556 6.52 8.1! 2.61 3.79 {51 5.J6 61! 6.90
3 330 l5� 5.88 7�2 8.66 2.75 J57 t.35 5.06 5.79 b.t5
{ 3AI l76 675 7.D9 9.TS L66 ].l5 �.17 {.8{ 5.�6� 6116
5 7S1 5.0� 667 aS7 10,77 261 717 l00 �.62 5.19 S.)1
� Ji6 51b 7.11 938 12P7 2.5! 7.27 3.55 {.�l !.� S.�l
7 720 556 �.69 1034 13.77 2.�8 7.12 3.70 1]3 �.70 S.I7
b J.95 5.8! !17 1151 15.91 1.Q lm 357 I.QS t.�9 lB6
9 �.11 6.25 9.09 13.W 1892 T36 294 �.15 3.90 {30 ld5
10 �� 667 10.0 15.00 Z7JI 211 286 317 3.75 1.12 tM
I1 •A8 7.I1 11.11 17.65 70.0 226 276 327 3.61 ).95 116
'12� �fA 7.69 1250 21.13 �]7i 22t 2.N ].12 ).!9 3.80 I.Os ��
PRESSURE DISTRIBUTiON SYSTEM
l. Select number of perforated laterals -�
2. Select perforatioh spacing = �� ft.
3. Since perforations should not be placed closer than I ft. to
the edge of the rock layer (see p. E-14), subtract 2 ft. from the
rock layer length.
. ' r'
Rock layer lenqth � 2 Et. _ � ^ 1 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 PERfORATION DISCHARCES IN C f'�'
Head Perforabon diameter(inches)
Length perf. spacing =::�.`.�: ft. � ��� ft. = 1 spaces �i32 �!4
�3� �2� 1.Oa 0.56 0.;4
1.5 0.69 0.90
5. Number of perforations is equal to one plus the number of Z.ob � o.so i.oa
2.5 0.89 1.17
perforation spaces . 3.0 o.9s i.zs
4.0 1.13 ].4i
, 5.0 1.26 1.6i
` spaces + 1 = � '- perforations/lateral aUse l.0 foot of head for residential svstems.
bUse 2.0 feet of head for other establishments
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. ' E-17b
;�. t `.,� , , N..ia,..�,.v W.�cLe w�urr a,,daa�a..W..,,.
x - ,� r:., erforations. `"""'<'°`�„a"`.`.�.'�
la�eral s peds/tacenl- p "rr"�,,,?"+ 1.25 inch 1.5 inch 2.0 inch
2.5 14 18 28
7. Determine required flow rate by multiplying 3•0. 13 1� '-6
number of perforations by Elow per perforation a.o ii is �3
(see page E -17) s.o io ia z�
-- f !
�-,,� � � �; ,
_ �
� �r� X �,i��c SPm• E-�5
�/RD�f4im�T 00 OI n�0l/�OR�N�R+O� 1Ttr
• � �'�
8. If laterals are connected to header pipe as shown on page E-
@
15, select minimum required lateral diameter from table on
� „�.
page E-17; enter table with perforation spacing and number ,��'' �'V-
of perforations per lateral. Select minimum diameter for `/�
perforated,lateral = � � ._. inches.
E-12
•--�.:........,..�.�.
9. If perfar�ted laterz; system is attached to manifold pipe near �,��:_�: ��
t11e center, a� on page E-12, perforated lateral length and '�`'��
�-
num�er of perforations per lateral will be approximately one "�''�;�� _
-
"s'L7'L�
half oE that in step 8. Using these values, select minimum _� . ,,,_
diameter for perforated lateral from page E-17 as �,r-� -'-
inches.
,�
�
PUMP SELECTION PROCGDUR[:
A. Determine pump capacity:
Gravity Distribution END PERFORATION OF A PER�ORATED LATERAL
1. Minimum su�ested is 600 gallons per hour(10 gpm) to stay ahead of �c,a�.�,�.,
water use rate. -'`- -`- -� �-
�� ToDwd
2. Maximum su�gested for delivery to a drop box of a home system is 2,700 ��: -,- ---__�-
�oyer of Gcol�clil� FaDNc (w�ar•
gallons per hour(45 gpm) to prevent build-up of pressure in drop box. . �oomy sa�w�Y�, �;Mh,ar.,,,,�,„,,,,,,�,��.,
�_ lh red rosin paper)
���
�er rqle c�erni r�-PerWrotiun O�Illvd Nonronially
Pressure Distribution ;������ � ���a ca, �a, ro,
�/.'Plu� AI leucl 12�lo Edpe
3. a. Sclect numbcrof perforated laterals Lo�a;� F���a.R�� ��`� o� 17xY �oyv
b. Select perforation spacing= ft. ` --P,,,w,,,�„s����,�a oi
c. Subtract 2 ft. from thc rock laycr icngth. c�.a�Sond Loyt� Bai�uni of Lat�rol
-3 , _
Y����� -2 ft._ -�:., ft.
. orioi�oi son Properly Scanlied
Belore Nlxinq SaM Layer
d. Determine thc number of spaces betwcen perforations.
L.ength perf.spacing= ` ft.+ ft._ ',�, Sp1CCS TAil1.F.0�PGRI'ORATION UISCIIARCGS 1N CPM
e. �� spaces+ 1 =�perforations/latcral
' f. Multiply perforations per latcral by numbcr of latcrals to Hcad Pcrforation diameter(inches)
get total number of perforations. -
� ,
��r. x �.�-1era1= perfaratiot�s. �" �• _
1.Oa 0.5G 0.74
�it+ <1�{' _`>, ].5 0.69 0:90
�• p��. X sr��"''..< ..$Pm. 2.ov a.so i.oa
2.5 0.89 1.17
SELECTED PUMP CAPACITY ,� 7 3.0 0.98 t.2s
gPm 4.0 ].l3 1.97
� 5.0 1.26 1.65
B.Determine head requirements:
aUse 1.0 foot of head for residential systems.
1. Elevallondifferencebetweenpumpandpointofdisch�lc�e. bUse2.Ufeetofheadforotherestablishments
f � feet
2. If pumping to a pressure distribution systcm,add fivc feet for pressurc
required at manifold
� feet
3. FriCtion loss Pipc Length
a. Enter friction loss table with gpm and pipe diameter. � Point of Discl�argc
Read friction loss in feet per ](�feet from table. T
F.L. _ ! �_"�:.` ft./100 ft oF pipe Ele�ation Diffcrencel
b. Determine total pipe length from pump to discharge Pump
point. Add 25 percent to pipc lcngth for fitting
loss,or use a fitdr�g loss ehart. Equivalent pi�e ' F-18b
length-1.25 Hmes pipe length= 1.5 ir,ch 2.0 inch 3.0 inch
�- o�; x 1.25 = %`��'� fcet sPm Friciion loss per 100 ft of pipc
c. Calculate total friction loss by multiplying . �0 0.69 0.20
friction loss in ft/100 ft by equivalcnt pipc len�th. t2 0.96 0.28
Total friction loss= ' •" x �' �" +100= �' feet 14 1.28 0.38
4. Total head required is the•sum of elcvation diffcrence, 16 1.63 0.48
s cial head re uirements,and total friction loss. �g 2.03 0.60
P� 9 20 2.a� 0.�3 o.�t
2�_., 3.73 1.11 0.16
� " + + '� '30. ' S.23 '1.55 ' 0.23
35 7.90 2.06 0.30
(1) (2) (3c) 40 11.07 2.64 0.39
45 14.73 3.28 ().48
� -_' S0 3.99 0.58
TOTAL HEAD �" i feet 55 4.76 0.70
60 5.60 0.82
�'. Pump selection
1. A pump must be selected to deliver at least .�'r'� gp�n (Step A)
with at least;•'"T� feet of Eotal head (Step B).
• �izing oE Pum� Station
1. Dctcrminc Surfacc Arca T
Rcctanglc=Arca =L x W widih •
x = square feet 1
Lcngth
Circle= Area =n x(Radius)2
3.14 x x = square feet Radius
Other=Get Surface Area from Manufacturer n=3.ta
' �'� square feet
2. Calculate Gallons Per inch
Thcre arc 7.5 gallons per cubic foot of volumc,thcrcforc you must multiply the arca
times the conversion factor and divide by 12 inches per foot to calculate gallons per inch
Arca x 7.5 gpft'+12 inchs per foot `",
I , ...I�` , ..
- x 7.5+12 = gallons/inch
3. Calculate Gallons to Cover Pump(with 2 inches of water covering pump) Estimata!Scwagc Flows in Gallons per day
(Height(in)+2 inches) x gallons/inch(#2) �g��
�.1! '_+ �'• )x ==<':> _..:'`��� gallons um r
of Type I Typc II Typc TII Typc
I3cdrooms �y
4. Calculate Total Pumpout Volume 2 3p0 225 180
a. To maximize pump life select sump size for 4 to 5 pump operatioits per day. 3 450 30Q 218 �
`,�-- gpd+4 = !! �, galions per dose 4 600 375 256 °r�"�
b. Calculate drainback ' S 750 450 294 "';��
]. Determine totai pipe length, +;,: feet.� 6 900 525 332 �Yr��.
2. Determine li uid volume of i ' � 7 1050 6W 370 ���`�'
q p ��=-�=�_�jallons per 100 fc.�ct. 8 �2� b�s 4�g colwnns
3. Multiply lcngth by volume: Draiiiback quantity=
fcet x ��•t�-gallons/]00 ft._ /ri galitms.
Pi diame�er inches C�Il�nx er 100(ut
c. Total pump out volume equals dose voluine+drainback 1 4.4
,! . eallons per dosc+ �' �=� �illons= �'s'' =`} 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.S 24,87
�'�'�` x �'� _ � �- gallons 3 38.4
4 66.1
6. Calculate Reserve Capacity(75% the daily flow)
Daily flow(see page D-7)x.75= � '
"' ..���-:-, x.75= �'" t�_gallons
7. Calculate total gallons Rcservc Capacity
gallons over p.ump+gallons pumpout+fiallc�ns alarm +gallons reserve capcity
�3+ #4c+#5+#6 �; ;�,
�'/':; + <<: R' +�'��% + ,:,:; = i `, ; gallons Alarm
Pump On
8. Tatal Depth (Total�allon dividcd by�allon per inch)
Total Gallon(#i i)+�allon/inch(#;2)
�� �'� + ' ' _ ^''if incl�es I To 1 Pumpout�olumc
Pump OfF
Pump Hcight
9. F7oat Separation Distance(equal total pumpout�-olume)
Total pumpout volume(#4c)+gallons/inch(#2)
i�'� + Z ^ _.�_inches
i
YERCOLATION TEST DATA SHEE't
�
. i
Te�t holn location____��T, i�r-, i��t: '�d ...� ��,� ,-;,- �` Nole nu�aber ;';�` '�
Qate Cest hol@ vae prepared �:"-- ?- �� ,�=? � Drp�h of hole bottom� %�'. inchea>
Diao�acer of hole� �� inches.
Soil .data froca teec holc:
Depth, inchrs Soll cexture
�� '�'_ j;�;�'_.,�:��; !
ltethod of scracchlnR sidcvall f, , r� � J'
Depth oE pea-sizeJ gravel in boccom of hole, ;?. incher►.
Date and hour of initi:,l va�cr filling ��;.--�_�;�,� ,i�-> , ,�,2',-yq
Depch of lnitinl vacer filling, 0,�' lnches �bove hole bo�com.
Hethod used [o maincain ac 1Cast 12 lnct�cs of Wstrr J�pth in hole for ac lea�c
4 t►oury '
/w�Ff � �
Percola[ion [esc readin 5 m:�dt b �
i � Y ..> �.c.:�:���ti�•L! ��[�, O!1
�-��;'��'��; scar[inb ac �� �,� �\ , M:,xlmum Water dep[h above hole
(dacr)
durin� [�a[ � � lnches.
'1'im� Percola[lon
TiaiC In�urval , Mc��uren�unc , Drop in u:,�rr r:,ce , Rem:,rks
Minue�s in�hc� l�v�l , incLes minu[es pCr
• . - /
� �� inch
�G' i� . '7 l�� J'" �
;' '�j, r
;�
��i >�:, ' `.__�� /,� � .�1�� �� ivi .::r ,
�
/ Z G C�� ',� ,�-,�-' _ f� � ��� l S�� ��
• � YERCOLATION TEST DATA SHEET
�
/ ,-,�'` �
Teat hole loca[lon -'-.�`�!J(� (� r-c� ii � f e'�-�� ! Hole nua►ber �%;�`i '
. , _
Date Cea[ hole vas prepaceJ S - `!- �f�_ � Depch of hole ba�tom�� inches.
Diaouater of hole� �:� Lnches.
Soil .data from ceac hole:
Depth. inche5 Soil cexture
�� - �� �y.-,,� '", r-� � 1
�—r"
He[hod of scracchinR side�+all _ n , ,-�1 + j
Dep[h of pea-sized gravel ln boctom oE hole� ;', inchcd .
Date and hour oE initiul va[cr fLlling .��- �- ;� � !r'� ���i
Depth of inlcial vater fllling� / �� inches above hole 6oc[om.
He[hoJ used to m�in[al� ac lesst 12 lncties of W1CeC J�pch in hole for ac lene�
�r !
4 t►ouca Jc',� -� : I �
t'ercola[ion Cest readin}�s m:�de by '� � �-1�
�a c.�� � � /�.,�� on
� � � ��`� s�ar[inb a� ,i/ �r�� �a� . M;,ximum uacer depch above hole
(datr) f
p.m.
duein� teac , (�� lnches.
'1'im� Percola[lon
Tia�r Inc�rvdl� Muue;urerounc , Drop in v:,�er r�ce� Rem:.►rks
Hinu[�� in�hu� l�v�l , lnches minu[es per
%f � �-��' �'%� �-f'� �� � 1 n c h/;-j
.:.. �
-� ` 1 �>f..
/�i� _ "->> .�%'. G'_�� �•/� i /fj � n,
/ 'c.� ) ' ��� / j �- f •
,! .G= �." .i - � � .T�`_ � �. �,
_ �l f�
PERCOLATION TEST QATA SHEET � �
�
/ ��
Te�t hole locacion ,s� r%� � ^ -;������ - � ,�-�,?
�_�..-P-? � .< �:� -t- Hole nua►ber % r-
� .
Date tta[ hole vas prepareJ `; -7- �;� � Dep�h of hole bottom� ! i'_ inchea.
D1ao►acer of hole, �=� inches.
Soil .data froaa cesc holc:
Oepch, inches Soll [ex[ure
__--, �
�� �- I� ~/ c r,.-'<.`-�' i
�
.. . . ..... .. ...� .x..
Ne[hod of scracchinR sidevall _�L.� t? i �
Depth of pea-sized gravel lii boctom of holr, ;l' inchcr►.
Da[e and hour of initiul vaccr f illing .�'"- �-- ;� � /.'> r��-s�
Dep[h of initial vacrr fllling� �� lnches �bove hole boccom.
Nathod used to mnincain :,c 1Casc 12 incties of V1[rC �f�pch in hole for ac leu�c
4 houry ��-��� .�, �/
t'ercola[ion [es[ readin�s m:�da by ,��,.,.��' 4:x�i�,���-� �� on
-� �.�� "" '1� s�ar[inb ac ,-`�. .?�<.•' �-�' . M;,xi�nur� wa�er dep[h above �ole
�datr) � .m.
durit�� t��t , ��.� inches, ,
'1'im� Percola[lon
TLa�C In�urval � Mu�e;urrn�un[ , Drop �n �:,�e r r:,�e� Rem:icks
Hinuccs inch�s l�vul , 1��c1�Cs minu�eb pCr
!;'%,1 i�' �. - << � ���_: l�ch � . �
� ,
//� �--�1 E j �/` ` �.'j`_ � L.� J �� �
. � !
./�/ f_` �. / r.� � %L) �/� J �J.
_ ' G, - ••il
; LOGS OF SOIL BORINGS
_ ;� �
Location or Project • :?�ar;:t^ •`-�<.= k tii '��'�;�� �
Borings made by SWEDLUND Date 'r-` �_� >�`�"�
Classification System: ❑AASHO Q USDA-SCS � Unified O Other -
Auger used (check two): Q Hand ❑ or Power; ❑ Flight Q or Bucket; ❑ Other
J , -�
Depth, Boring Number� Depth, Boring Number .:_" �_
1 =�
in feet Surface Elevation in feet Surface Elevation
� ;i�,/�./i! .��';,.� ; �;-- o ,/J�,r��� -�: :/ �l,�; ----
� - 1 �- ,�_-
1 — !�'/`' "1-c-�' ' , � s� �//� 1 — `/ � �-- „� ��y-� - � . _ s_ /.
� a�.r,i.'e.�_,t<,:� . � ` ` �!
" "".'"_'� ' . .. ., .�.... ..
Yyti-�
.,"_"_`_'_'...'__'"_"'__"'. "_"�._"_ �
_'_'' �/ �
�`f- Z � __..-- ---- --__-_.__- -------- -- ,,-!---_.__.�_
t�..�Jj7���L� �,�-- �S ' t 1...7 '.C�I�iYL• � "'! �'e�...
.
_....,.�_._�_ -"-�---'-�----____--------•---�._.....__.....,
- -----'-_-'-'— - 2 -
� � --------�.._----`---___.�__�
� � /4-� �� ,
�j � � , �=�• � �--.
3 — `" `) f ,r�--� � _ 3 — ;-� ����,
� � "� r �- ' '
, �
�" �-; ,%f::; � � _.
� ,;c l y ��-
4 — ____._._.___._----_--�?--�_--- 4 — � �i � � J 1_� �� �` .�
5 — 5 —
6 — 6 —
7 — 7 —
8 — 8 —
9 — 9 —
10 — 10 —
� / f
End of boring at `% feet. End of boring at �f 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.
Mottled Soil: ,' ,� Mottled Soil:
❑ Observed at � �= feet of depth. ❑ Observed at `�' fee� �f_de�ti�.
� Not present in boring hole. ❑ Not present in boring hole.
LOGS OF SOIL BORINGS
Location or Project____ �"�C":- !�� `�' -1 �:�� � ,'Ir��� � + �
Borings made by _ SWEDLU�}D Date - ��� %c`">
Classification System: ❑AASHO Q USDA-SCS ;O Unified ❑ Other
Auger used (check two): Q Hand ❑ or Power; ❑ Flight Q or Bucket; ❑ Other
Depth, Boring Number ,.�-�' � Depth, Boring Number
in feet Surface Elevation in feet Su�face Elevation
p /��J�_/s::=;���`' � :��' 0
L% — rv
1 - •---- , / . .%�._. "2__. 1,� _
_,�(, -��UE�?� ( ___�..�._.. __�_.� �.
I S�— t.c� / ����
�—ll'`=�.'y,.-�,� l
2 - _�..._�__�_�------_..��__________--- 2 -
2C !
3 - �--� � -� �' � � � ,1 c'� 3 -
i�1 �
� �s�,. '"��i`_ ^ �_./ C� � `�,�
4 - -.�.!..��_�-__-.�-=' __._�'.__—;.. �-- � 4 -
5 - • 5 -
6 - 6 -
7 - 7 -
8 - 8 -
9 - 9 -
. . .. �, .„ ,. .�.. c .�,. ,.� .... .. .-... , . . .5 .�:C .,
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 aft�r boring.
❑ Not present in boring hole. ❑ Not present in boring hole.
Mottled Soil: Mottled Soil:
❑ Observed at �- feet of depth. ❑ Observed at See��y ��p$h, !
❑ Not present in boring hole. 0 Not present in boring hole.