HomeMy WebLinkAbout2005-P08908 - septic . PERMIT
C�TY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: po8908
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
7/5/2005
SITE ADDRESS: 280 Hollander Rd Unit#
Wayzata,MN 55391
PID: 25-118-23-43-0012
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: Pernlit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Elmer J. Peterson Company OWNER: Byron&Jill Payne
5921 Dague Ave SE 280 Hollander Rd
Delano,MN 55328 Wayzata, MN 55391
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.
�.����'� '�L ��--C2�--
APPLICANT PERMITEE SIGNATURE SSUED BY SIGNATURE
Copies: 1-File(SignaturesRequired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
� •
CTTY OF ORONO SEP'TIC SYSTEM PERMIT APPLICATION
Boz 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
d / n � �
J
OB SITE ADDRESS � � ��' // �-'� 4�'C � �
Occupancy Type: Residential_� Commercial Other
CX�
Permit Type: New or Replacement System $100.00 /OC,�
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:�'/� �� � � Phone Number�g'� � � �`g ���5�'
MailingAddress: ��o � 4� �� City•�Y.`�-'�4, Zip• S _
Contractor's Name:�/�c f � . t -��'sa� C� . Phone Number: 7G,p 9 �2- 2`►�2�'
Mailing Address: �`�7 2( A9�-�_ I�U�• .S� City:�c.fo�►o Z p: 5 53 2�
*** 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 City Offices and work must not begin unless the permit cazd is on the job site.
2. Perm.its 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 sta.tions
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installers License shall be present during all inspections. A 24-hour
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 installing the following: /�
A. Tanks: �Precast Concrete Other Manufacturer�r r`�"5�
Tank Capacities: l�gal. 2)la`�a gal 3) faa� gal
�a�
B. Pump Station (if required) (� �
Pump make &model CC3v �d�J` (attach pump curve&
literature); system design requires ` �17 gpm at J���feet of head.
High water alarm make& model ����6 � - . Outside
electrical work to be completed by installer�electrician other.
C. Treatment System:
Trenches: s.f. Mound /1.'� �0 3
Depth of rock below pipe " Rock bed dimensions.��' x-� '
Drop Boxes Sand bed dunensions�' x.��/�
Distribution Box Pressure Dist. Pipe Diam. e2rt "
Manifold Pipe Diam. 2 "
D. Final Cover/Topsoil to be: borrowed 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 statements made on this application are complete,true and correct.
Signature of Applicant `�""'O— �""� Date: �` � � �- o '� _
MPCA License No. o� � `
-------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval � V eni 1
Reviewer: � Date: C�'��S-`C��
�1��r�t
Reason for Denial: ��7 p�� )Z� �S L.,J'cZ�� J� ��.`S.'5-�-�.��02 d 17/l�T
s *
S�'P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
State License #394
' (`� �r ( �' �� �� L�
Aprit 25, 2005 �„�„" ����
�v�s� c,-�,�►-oS �`� 'ktSr
�1A - - F.l�ldtT t+�#r
,+�xts�err��
Jill Payne ���r�uc��M�
280 Hollander Rd. �.,.�,,,,.w�,,,�������y
Orono, Henn. Co., MN �������+�+��
��W�{iMw.w�a�r.ae�!r w.a�4M�
�t�#i�AM�7'W��q�R'�11�i�
This site has an existing on-site sewage treatment system which was classified as
failing by the City of Orono.
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are a clay loam. The seasonally saturated soils were located at
22" 8� 24" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound
System will need to be installed to treat septic effluent. The bottom of the rock must be
located at least 3' above the saturated soils.
Due to the limited space available on this property, the toe of the mound will need to be
10' from the property line.
An existing trench is located in the area of the proposed mound. This area will need to
be roughened up, (see site plan).
The soils at a depth of 12" have a percolation rate of�0.0 mpi.
The existing tanks will need to be abandoned, pumped & filled with soil. The existing
pump in the basement will also need to be abandoned. The main floor will flow gravity
as much as possible with a new lift pump in the lower level.
1
s +
A pumping chamber will need to be installed to lift the effiuent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enctosure. A warning device must be installed with a tight
and sound device, this is in case of a pump failure. . ,
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shaff have their ends capped. Be sure the rock and sand fifl
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be gure not to over work.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid �the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent efFectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner atso if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids &fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower&chlorine agents may kill the
bacteria needed to treat septic effluent. Additives are not �ecommended. Recommend
to pump & clean your tanks through the manhole by a certified pumper every 2 years.
Check with your pumper to set up a schedule. Recommend laundering be limited to 3
to 4 loads per day.
C����- ���...
Steven B. Schirmers
2
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: . HOUSE . - System �! ank�.�irorn iRes • . . X ��c��h,..�► �c��s�w�o-c� , � .
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� Treotrtient oteQ .:�fnQrn bSats,��, . .
. . �Es p�;,i�s��ppty ad suridks must be l000ted iri a
. � � Treout�eM ata �.from property rr�es*� �o � weaAier Proof endos�xe oWside ttk puci.�pin9�cfiombet and ma�tak ' � .
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SYSTEM OE;�GN -MOUt� � �
. AR4'¢@n4_,,___o4__Q'�-�- _+�- '
, TYPE-�.;S BEpFippM, /�� penoob6on rote���.min./'nch(design.$3sqtt lreotrr�a+t orea pe�9o1.otdai�l s�wo9�.f�►) ' ' .
' 2�,qd,/doy x.83sqftlgdSesl�.s4fl.of Ireohnent ona+10°/.= sq.ft. (�IOftwidlh=_So.�fl.lengh of bed area�ide sbpe nn�.b 1 x�hd9H=�_ftx3L iLiowEaea noedod7 Ac�, . '
Clean rod�f�eeded- .S�33sq.ftke�m�occa x�.�de�ef�dc=.Ja3�a�t:27�a��(3/��o21�d�o)., fncludes 2"ef�odc abaue pipe� �a�� ss��.�•� �� l•��--.. `
w.��►t� Cloon sqid ftll�bebiir rodc needed�_a�Yds. ePp'ooc- , s�!►barn boC�c fl�cuYds.aPp'oa:� taPsoi 6".S2?_W.Y���°_NU�.�A9�t..�P:tia -{��oe's��- • . �l 2• G��- �
s •a , Ist ta,IcLo 9d.;2nd io�2�9d-mnirnms Fws Qat,n ���.; �N�►m�p � "b �12�z.! ' ft�-).
' . Pturnl�of tor�{cs reqared � P��'- . •
. p�mpig chocnbeY oopocity-25"/o�af doiyse'wo9e tlaw of.�qd.=1�.gal+resave slaoc�of �150ga�/B�_gd.+P�Penodcaoi�oge- . PROPERTY �: '��ti..`- ����.�-'��. — ;
of•._l�..gd./100in:fk ot3�da.suppl�►•ppe, 1'n.ft needed�4_, �gal.�nwn'fold...LS�.gdJ1001'nfi of...��da.pipe�fnftneededZ,t?- 9� • ��O 1-�o L`.il���- '��
_, - : iotal CapoC�y I�d �I S V qd.�P�°�e°for P�rnP�l.�s�tr+�►��n. 1�..�v o,ptl.utp. ' . . . ,r��� v� �1 1�'�-�1 L �'�� � :
� oist�ution p+pe ('.�'+-'do., ��`b2.1'n.fk, 4-�—��-P�Ot'°"s.�lQ-"°part � -� 7 -P TESTNG / C.
P�ni�s¢e �►Z�►�P• tp�pable copocih �—°�-9°L 4��doy� J l��o a�! t-���o Pa��s �5,2�.,�13� 4 , aa�) �►,,n. � � . S �:
� :
^ . Nole� Whee oo�structing bed � , this �eo shoutd be shoped Note= Oisto�ce ircm treotmeM ereo b neighborinq welts— � - � . '
' Oes�c,+ned 9Y= ,
fo drvert n,n-otf from enter�ng" tieotmen! orea. �����t'�- '��'� 1�y� . OO1e:�/��, PH. 612-49?-3566
'� MOyfJND DESIGN WO�IC SHEET(For Flows u to 12�0 d. . .
A. Average Desigl��F'LOW�� .� :A-1.�fstimatad Sawo�o FIQw;1n Gc11o�u,per D�ry
nu r o
�.�c• bedrooms Clau I Clau 11 Clas;lil Class IV
Estimated �=gpd(see figure�A-1)� : 2 � �22s � t eo �
or measured -- x 1:5 (safety factor)=-- gpd 3 � � 2�$ ot tne
q b00 � 375 � 256 values
B. SEP'TIC TANK Capadty 5 �50 450 294 in the
6 9q0 625 332 Class I,
7 1p5p 600 370 II,or ill
►�SO �+- �000 gallons(see figure C-1) g :� : 12pp:. . 675 408 colur�ns.
4r laSOg'�.Y�w.T c�Ar+�6IF � '
C. SOILS (refer to site evaluation) � . ai:S �IC�OkCY CI� IIOOS .
.. . .. : liquid'capacir
Na.mba d� Miuimwn Liquid �.Liqufd capulry with .with disposal8
1. Depth to restricting layer= �/.� � a.� feet �°'°� . �'�' 8��R� lift inside
2. Depth of percolation tests= �•0 feet z«� �so llu �soo
3 a 4 1000 1300 200p
3. Texture ��� 1��v� sa6 �sao � � 3000
Percolation rate �t�.•� mpi � • � . ��$°r9 . �0° 3°°°
4. Soil loading rate -4S gpd/sqft(see figure D-33)
5. Percent land slope I � % �
D. ROCK LAYER DIMENSIONS � �
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
�S o gpd x 0.83 sqft/gpd = �a�, sqft
2. Determine rock la.yer width= 0.83 sqft/gpd x liriear Laading Rate:(I:LI�
0.83 sqft/gpd x 1=Qud/sqft= �;_ft I�lound LLR
3. Length of rock layer=area+.width=
'c�_sqft(Di)+ �ft(D2) _�_ft� ��. � � 20 M P I <1.2
E. ROCK VOLUME . . � . . � � 2O M�PI < 6
. � - - .
1. Multiply rock area.(Dl)by rock depth of 1 ft to get cubic feet of rock ,
�_��sqft x 1 ft= �t�� .cuft
2. Divide cuft by 27 cuft/c�xyd to get cubic yards �
t��_cuft +27 cuyd/cuft.= �� _:cuyd
3. Multiply cubic y�rds by 1.4 to get weight of rock in tons -
�_cuyd x Y.4 ton/cuyd = a a tons
' n�33:.Ab.orPuoe vViath si�Ir�T1.6�s
Ptirod�Uan Rat� -1�d�s�.
F. SEWAGE ABSORT'TTON vVIDTH �� � ±���� �Tµ� �;,�;�^' "R�``�'
_ , . � F..a.w�s cu.�.s.�a �ao �.00
: M.diums.na. ,
Absorption width equals absorption ratio (See Figure D-33) � � 'p'"''�' ,
times rock layer width(D2) " � . , a � .
�. ��x I� ft= �10•� ft f ,b a bo s�iidya.°"'r i.o.m o.4s s.6r..:>.,.
. 61 a 1� S�•nd Q.y 0.24 3.00
. � •f�erfP���e�otbmn�Mab�ror� emrow �
G.; MOUND SLOPE WIDTH&LENGTH Landslope> 1% slope .
' (landslope greater than 1%l �.,� r 3;�
1. Dawnslope absorption width=absorption width (F) ;. . . � , b.,,�v
minus rock layer width (D2) ,_ �� � .. �� :,��nd , h , .
7.1.. ft-�,�t=�.ft p.nsenl��R �� --•..
' ����:�� Roek dthf D7) �K��
'��.�•
2. Calculate mound size
UPSLOPE
a. Depth of clean sand fill at upslope edge of „�,,�w.�«,
rock layer= 3 ft minus the distance to restricting layer(Cl) 3yT"
3 ft- �• � ft=- '�.Z� , D.gq; SLOPE MULTTPLIER TABLB
b. Mound height at the upslope edge of rock
layer= depth of clean sand for separation(G2a) S�a �,��a��n r�adou� myv�l eR f�orvuiou�
at upslope edge plus depth of rock layer(1 ft) �+�` .�oar.tl�. '�°r�"�«
plus depth of cover(1 ft) ` ' ` ` ` ` ` `
1.2 ft+ 1ft+ lft= 3,Z ft o 3.0 4.0 SA 6.0 7A 8.0 3.0 4A S.0 6.0 7.0
c. Upslope berm multiplieF�based on land slope ' �� 3�s `'% 5.� 6.� '"' 3.a, .." ub 6.� 's�
a.� o (see figure D-34) s ze3 �.�o �.s� s.� �.�� �.�o �.�9 4.AS 5.56 6.ax e.��
d. U slo e width= berm multiplier(G2c) times � �'� �� �� s� �� � � �� a� ��Z e�
P P 4 2.6d 9d5 1.17 4.81 S.�k 6.06 3d1 4.76 6.25 7.89 9.72
upslope mound height(G2b): s �1 9.33 �.00 4.6Z s.i9 a� s.s3 s.00 �� e.s� io.r�
o�_ �7�X 3+Z � =_L_ft 6 Z.54 3.23 3.85 4A1 �.93 SA1 3.66 526 7.1� 9.38 1Z.07
DOWNSLOPE � s.~e �.� a�o �.xs sao a� 3.so s.se �.69 io.� is.ra
e. Drop in elevation=rock layer width(D2) times 8 � �.o� s.s� �.os •a9 ..ee �.9s s.ea 8.� ��.s� iS.91
percent landslope(C5) + ZOO 9 2.36 x.� 9.�s �.�o +.90 s.ss '�.ii sas 9.os i�.a 18.92
�ft x 1�%+100= 1.Z. ft � io z.si s.ee s.� s.� �.�x 4.N 4.29 6.6� �o.00 is.00 �as
f. Downslope mound height= depth of clean u � �.�8 9.43 9.61 3.95 4.26 M8 7.14 11.11 17.65 30.43
sand for slope difference(G2e)at downslope � �1 � 3.� 3..9 3.eo *.oe �9 �69 12.50 z�.� �3.75
rock edge plus the mound height at the
upslope edge of rock layer(G2b) . �
3•2 ft+ {,Z ft=�;,�,_ft
g. Downslope berm multiplier based on percent land slop _ ��, '
t},_, L`� _(see figure D-34)s� -- g�_ -.► : •
h. Downslope width= downslope multiplier � � vP•��-.�dwc�d,
(G2g) times downslope mound height(G2� y�� �.�s� . �
1��/ t X����= � 1t ' � Up�ope fWidth(G2d) � ��)�_�� u,lope fWidth(G2d)�
i. Select the greater of G1 and GZh as the -'�-' g
downslope width: �-� ft � ��•���aw<�i�h
j. Total mound width is the sum of upslope ~ "�"�^�"dw`F'. ��
, . 3'.�5'���
width(G2d)width plus rock lay.er width �. .. - o - -,.
�(D2 plus downslope width (G2i) �w�a�cc��.1Q a f�
ft+ l�? ft+�_.ft= �_�.#. ..
k. Total mound length is the sum of upslope width(G2d)
plus rock layer length (D3)plus upslope width(G2d)
�_ft+ c�_ft+�_ft= ,�_feet
�e t �� �- �Q '°a Final Dimensions:
, , .
_ �9 X � 91 ��J'�c,
I hereby certify that I have c mpleted this work in accordance with applicable ordinances, rules and laws.
� . ,�� `��.-.--' (signature) � (license#) �'a`�-d; (date)
� �'
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
'��;�,���,��°v'$t'OmaRD:�I,Ee��a���s���nco'.�o�i�s�:�u��a''�}"'��'
3 .. . � 4,:�t.
'b:N.�. �1•. +Rt
1. Select number of perforated laterals p��, �,�,�e ��s' .c ;.;��-zw:�:-0;.,:'
;�..,��t:;.... . �.:.:ra;:���•- ;. � �:��L.:b��-,;.,.�ti.
.v)Jw�I?� tl'17 ;� r..�+0 w�'�ir.�'C n:4,�^:Nf,`:e,o¢.,. d:.1�
v. e.:..e. Ga�'as'n j. q. .a.. ..
,,. �. ;{a �`�a�� r:• :o. c••�•�,, r,a,a��:y.,.,�a:r.
H �,, ;.�C�;.�.�:s�s h• CS• .��•�` ,O; !�'c ':s
•O fee� n:){�'b.p�R:a�i��.'J..!7�Gk�:��l�a:�i?p..-o,....rRo, t,"t.`,'�"J�r,.•. ?i:e:..G�,t?
2. Select perforation spacing= "w'°..�j.`,�,�:' ��; '
G.�G,C:�;��.`��'apGP�`N���k��u aa' `'��i'3Zt;�r�`�.l�;.7;;;rG•r.��a:�.
Perf Sizin 7/32"-1/4„
3. Since perforations should not be placed closer than 1 ft. to Perf Spac�ng l.s�-s�
the edge of the rock layer(see diagram),subtract 2 ft. from
the rock layer length. Pertoratlon Diacharges in gpm
? perforat(dn d(ameter
� aY -2 ft. _ �o feet. heod inches
' (feet) 1/8" 3/16 7/32 1/4
4. Determine the number of spaces between perforations. �,pa 0.�8 0.42 0.56 .74
Divide the length above by perforation spacing and round 2 a, 0.26 0.59 0.80 �.04
down to nearest whole number.
. 5.0 0.41 0.94 1.26 1.65
Len erf. s acin = �o f t.+ 3 ft. = a� SPaCeS a u��.o toot for s�np�e-famny homes.
S� P P g �3� l2� b potentla�or P o g�e�.
5. Number of perforations is equal to one plus.the number o f
perforation spaces . _ , �
Maximum number of quarter inch perforations pe
�� spaces + 1 =a1_perforationsllatexal lateral to guamantee<10�o discharge variation
Perforation
6. Multiply perforations per lateral by number of laterals to � S(�feet)g l� l� 2
get total number of perforations. . 2 5 14 18 28
.
3.0 13 1� 26
3 X �- G�_perforations. 3.3 12 16 25
ter per
Calculate the square footage per perforation (6-10 sqft/perfl 4.� 11 15 23
System area: �� x,,.�r�� _ �� 5.� 1� 14 22
� + �_��sqft/perf
MAMfDIp LOGTED AT !NO OF PRESSURE MSTRIBUTION SYSTEM
7. Determine required flow rate by multiplying: :
number of perforations by flow per perforation "'�`°
�.�~
�1w�o+�A �,
co 3 X �- �l� gpm ,�,��,�
�'�' SPm Per . �
�u^"�
8. If laterals are connected to header pipe as shown on upper ��
example,to select minimum required lateral diameter;enter
table with perforation spacing and number of perforations ���;,;�,w,�w•�;,,��
per lateral. Select minimum diameter for ,,,�,�,,,,,K.�
perforated lateral= � inches. � ' , ,� ��,,,��'"`
� . �
9. If perforated lateral system is attached to manifold pipe near •�,,�,�»�a �
the center,lower diagram,perforated lateral length and - -��T�rr�,�,�.:,
number of perforations per lateral will be approximately one �.�, �, ��,�
half of that in step 8. Using these values,select minimum �,,,�,�'"'" �'^���^
diameter for perforated lateral= ���_inches. �
� i • r� PUMP SELECTION PR4C�DURE
1. Determine pump capacity:
�,,A. Gravity distribution
' 1. Minimum required discharge is 10 gpm .
2. Maximum suggested discharge is 45 g�m. For other
establishments at least 10%greatei than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribution device. -
B. Pressure distribution
See pressure distribution work sheet
From A or B Selected pump capacity: 4� gpm
2. Determine pump head requirements:
A. Elevation difference between pump and point of discharge? so�treatment system
& int of discharge
1�,_feet a;.:.�>., 1`S
B. Special head requirement?(See Figure at right-Special Head Requirements) �nal pipe
9
�_feet 2A.elevation
fnlet difference
C. Calculate Friction loss P�pe
------- -- -
1. Select pipe diameter � in """"--��" "
.......................... .......�o�
2. Enter Figure E-9 with gpm(lA or B)and pipe diameter(Cl).
� Read friction loss in feet per 100 feet hom Figure E-9 Special Head `Requirements
Friction'Loss= �/F � ft/100ft of pipe Gravity Distribution 0 ft
3. Determule total pxpe length from pump discharge to soil treatment ?ressure Distribution 5 ft
discharge point.Estimate by adding 25 percent to pipe length for
fitting lvss.Total pipe length times 1.25=equivalent pipe length E-9:Frictlon loss in Plastic Pipe
7� feet x 1.25 = 4 � feet Per 100 teet
4.Calculate total fricdon loss by multiplying friction loss(C2) nominal
in ft/100 ft,by.the equivalent:pipe length(C3) and divide by 100. pipe diameter
= 3 •V ft/100ft x �6�f +100= � ft flow rate 1.5" 2" 3"
m
' D. Total head required is the sum of elevaHon difference(A),special 20 2:47 0.73 0.11
head requirements(B);and total friction loss (C4) 25 3J3 1.11 0.]6
t�-I ft+ 5 ft+�_ft= , 30 5.23 1.55 0.23
35 6.96 2.06 0.30
Total head: a� feet - � ao s.9� 2.ba o.39
3. Purnp selection as �i.oz s 28 o.as
50 13.46 3.99 0.58
55 4J6 0.70
A pump must be selected to deliver at ieast�.gpm - bp 5.60 0.82
(1A or B)with at least�_feet of total head (2D) �,5 6.48 0.95
70 • 7'.44 1.09
I hereby certify that I h ve completed this work in accordance with applicable ordinances, :rules and laws.
. � (signature) 3'?�-I (license#) �� "�`��oJ' (date)
� i
S�P TESTING, INC. Steven B. S�h��� • MPCA Cert.No. g2�
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
L�OC� OF SOIL BORINGS
Jiil Payne
280 Holtander Rd.
Orono, Henn. Co., MN
Borings completed on 4-21-05, with a hand bucket auger.
BORING NUMBER 1- Efev.109.6 - MOTTLED SOIL AT 22" - no standing water present
in boring.
0 - 6" Topsoil dark brown ciay loam 10YR 4/2
6" - 12" Yellowish brown ciay loam 10YR 5/4
12" - 22" Yellowish brown ciay loam 10YR 5/6
22" - 38" Rusty yellowish brown ctay losm 10YR 5/6 - motties 10YR 7/1,6/8
38" - 48" Rusty pale brovim loam 10YR 6/3 - motttes 10YR 7/1,6/8
�ORING NUMBER 2- EIev.110.2 - MOTTLED S41L AT 22" - no standing water present
in the boring.
0 - 6" Topsoil brown clay Ioam 10YR 4/2
6" - 22" Brown clay loam 10YR 4/3
22" - 38" Rusty brown clay loam 10YR 5/3 - motties 10YR 7/1,6/8
38" - 48" Rusty brown loam 10YR 5/3 - mottles 10YR 7/1,6/8
BORING NUNIBER 3- Elev.111.3- MOTTLED SOIL AT 24" - no standing water present
in the boring.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 12" Brown clay loam 14YR 4/3
12" - 24" Yellowish brown clay loam 10YR 5/4
24" - 42" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8
42" - 48" Rusty yellowish brown loam 10YR 5/6 - mottles 10YR 7/1,6/8
: � �
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P TestLg,Inc. on 422-OS starting at1Q�12�m�
Test hole locatiott Pavae;Z80 HoLl�nder Rd.�Orono.
Test hole numberl. Date test hole was prepared 4_Zl_Og•
Depth of hole bottom LZ.inches. Diameter of hole f�inches.
SOIL.DATA FROM TEST HO�.F,..
DEPTH,lNCHES SOIL TEXTURE
0 - 6" Topsoil dark brown clay loam
6" - 12" Yellowish brown ctay loam
Method of scratching sidewall is l�nifg. Depth of gra.vel in bottom of hole is?.iush�.. Date and hour of initial
water filling 4-21-0 � 10:OOam. Depth of initial water filling is 12_in�hg�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
10:02 refill 6
10:12 10:42 6 1-1/2 20 30 min
10:45 11:15 6 1-1/2 20 30 min
11:16 11:46 6 1-1/2 20 30 min
Percolation rate=ZQ,Q minutes per inch.
� I �
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCULATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 4-22-05 starting at 10:13am.
Test hole location.Pa�e,280 Ho ander Rd.,Orono.
Test hole numbers.. Date test hoie was prepared 421_Og•
Depth of hote bottom 1�inches. Diameter of hole f�inches.
SOIL.DATA FROM TF.ST HOLE
DEPTH,INCHES SOIL TEXTURE
0 -6" Topsoil dark brown (oam
6" - 12" Brown clay loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2�. Date and hour of initial
water filling 4-21-OSFIO:OOam. Depth of initial water filling is 12_in�hg.�above the hole bottom.
Method used to maintain at least 12 inches of wa.ter depth in hole for at least 4 hours is�utomatic si�hon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
10:02 refill 6
10:13 10:43 6 1-1/2 20 30 min
10:44 11:14 6 1-1/2 20 30 min
11:17 11:47 6 1-1/2 20 30 min
Percolation rate=�4.�lninutes per inch.
✓
DATE TIME
CITY OF ORONO �8G�o8 CALLED IN
INSPECTION NOTICE SCHEDULED �-��hS 1 U.'3Q
PERMIT NO. ��� COMPLETED T�� f D� ��.
ADDRESS ��� h�d f 1 A�. e�
OWNER CONTR. �.,�/�e��Z�-I-KI.��
TELEPHONE NO.
`
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI �EPTIC FINAL 35 WARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: ��� �IC✓i^ �—�� ���
a ��Ne�..� �� ,��� r�4 ��-.r� r�ir 1�
�
�
� �- i���l I La,il� 'l r�� K�' D�rw��t
�
° �- ' ��'F r u e,. T ��` 1-f�� �'�
W
Q i3��`�/e ��"' 1 ,� s� T� .�� K
�
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� I �a u ���S �v,�� - C�.T er- �� _S�-.
j ��'�r '� � /�c�c �r l3���
W �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
� O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CQRRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next ins ti hou ance. (J 49-4600
OwnerlContractor on site: � �G� �
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION OTICE SCHEDULED �7
PERMIT NO. COMPLETED �• S'OS �C9C11�M
ADDRESS � �� f""rr� �/A/�c�-CI�
OWNER � f �� �� �C� CONTR. �- P�'�SU1J
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 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 INSTA�L. 22 FOLLOW-UP
= 09 PLUMBING RI 23 PTIC FINAL 35 WARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� COMMENTS:
a � S 8� ,� � -� O� F��e ��-ti,
J -� �: "��1
O
�
�
� � ^ %� /� �.S
°� �e2c� � �^�- %�2�SSv /'�"2� /�n.Ow�P�
Q
�
2
� �rN� 1�� — O � .
�
�
a ` /
� ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLEfE
�
W O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V 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. (g52) 249-4600
OwnedContractor on site:
Inspector.� �r �
White Copyllnspector's File Canary CopylSite Notice