HomeMy WebLinkAbout2003-P06629 - new septic system PERMIT
C ITY O F O RO N O Permit Number:
2750 Kelley Parkway- PO Box 66 P06629
Crystal Bay, Minnesota 55323 Permit Type: sepn�
(952) 249-4600 Date Issued: 9/4/2003
SITE ADDRESS: 4700 North Arm Dr W
Mound,MN 55364
PID: 06-117-23-23-0007
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Sepric Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pemrits required:
NOTICES/REMARKS:
FEE SUMMARY: Pemut Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL F'EE: $ 100.50
APPLICANT' Elxner J.Peterson Company OWNER: �Ymond&Dorothy Maijala
� 5921 Dague Ave SE 4700 North Arm Dr W
Delano,MN 55328 Mound MN 55364
'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.
�G�����
APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Conies: 1-File(SiQnitures Required), 1-At�nlicant, 1-Monthlv RenorLs, 1-Assessin�, 1-Finance Page 1
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CITY OF ORONO SEPT'IC SYSTENI PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323 �
JOB SITE ADDRESS ��� � �� . ���� ���; ,..�,, �� (,�
Occupancy Type: Residential�_ Commercial Other
Permit Type: New or Replacement System $100.00 �
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's I�Tame: +/`i��� ���`J �-�� Phone Number:7 5 L� �f � ` -�` 5 �r g
—�
Mailing Address: ��o /�� r'�� Ar-� � :� City:�` r� ,�^ Zip:
Contractor's Name: F �,-�-�� J . P� J�=f s'o�� ��' Phone Number: `�C:; � `1 ��- z�f Z�'
Mailing Address: �`i Z! Q�-;��� �-7 c < S.i_^ City:1��J��<<� Zip: 5 �32��
*** DO NOT MAII,PAYMENT`ti'ITH 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 approvzd 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
rou;h 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�1PCA 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: x Precast Concrete Other Manufacturer
Tank Capacities: 1)�c�� gal. 2)/�<s� gal 3)i'o d � gal
B. Pump Station(if required) � �>
Pump make&model C-���.- ��C _ `f �(-' • (attach pump curve&
literature); system design requires � gpm at �-f� � feet of head.
High water alarm make&model �7.,c �� + . Outside
electrical work to be completed by installer � electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
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 ofApplicant��,,��J.`{-�=e'�y�.~-"". Date: �^ �� � �� -�
MPCA License No. � / �
-------------------------------------------------------------------------------------------------------------------------
�
StaffReview: Approval �� Denial
�
Reviewer: ��- �— Date• � � �� -D�
Reason for Denial:
- � SEPTIC SYSTEM APPROVAL
. O (�( t� �1t�
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� r�fi � C ITY of ORONO
!� Municipal Offices
ti
�,�� .�G Street Address: Mailing Address:
kE8H0�' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Rav Maijala Phone (Home) 472-4568 (Work) 763-595-9999
Address 4700 North Arm Dr W City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 600
No. Potential Bedrooms 4 Slope: 3%
Depth of Sand: Upslope: 1.2 feet Downslope: 1.5 Soil Sizing Factor 0.83
Perc Rates P-1 3.3 P-2 8 P-3 6 P-4 P-5 P-6
Restricting Layer Depth B-1 28" B-2 22" B-3 24" B-4 18" B-5_ 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 1000 # of Tanks 2 Lift Tank Size 1000
Pump Brand GPM 38 Head 43
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed (10*50) MoundTreatmentArea (41*72241*90)
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: 1) Old tanks must be crushed and pumped.
2) Sand placement must follow Cross Section A-A in�lans (Upslope and Downslope of bed).
3) Alarm must be installed inside house for pump tank.
4) Be aware of both Telephone and ag s line•
5) Divert runoff away from mound.
^ B �!'M�t,?� ��r�% u�.^_�yr-c�✓�.._ �'�_� 1 " ��' �
y'
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
. � .
S-P TE�TInICa� INC. Steven B. Schirmers • MPCA Cert.No. 627
. 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
5 2 �2 `�S�� State License#394
�� � �� -
� ���� �9�- `�99�
Novemf�er 6, 2002
;�r �a �I o� .�3—
�_
Ray Maijala
4700 North Arm Dr. W. ��itS S�'STEM IS DFStGNED�OR
Orono, Henn. Co., MN �,$EDROOMS. A1�11YlNCREASE IN NUMBF.it
�Bf�R�VIS��TES IHIS DESIGI�,
This site has an existing on-site sewage treatment system which is surface discharging
septic effluent. The system is classified as an imminent health hazard which must be
repaired or disconnected within 10 months.
T�;is on-site sewage treatment system is designed for a Type 1, four bedroom home, �n
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" to 28" (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.
The soils at a depth of 12" have a percolation rate of 8.0 mpi.
The existing tanks are block type which will need to be abandoned, pumped and filled
with soil.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
1
�
� • ,
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure 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. lron filters must be diverted out of the
system. Recommend to divert fhe water softner also. Garbage disposals are not
recommended, due to adding more solids & fine solids passing through to the system.
Excessive amounts of soaps, antibacterial soaps, cleaning �gents, shower cleaners
used every shower 8� chlorine agents may kill the bacteria needed to treat septic
eff1uent. Additives are not recommended. Recommend to pump & clean your tanks
through the manhole by a certified pumper every 2 years. Check with your pumper�o
set up a schedule.
�. _ �;O
SEf'T'i= i�.�i� '����: i : � -�REVi��
INSPEC;"CC)R���?�"''�
<�� �� DATE S'-t�-�� �_' �>'1lTN0.
Steven B. Schirmers nrr�kc��-� �� :�� ;� ������ rca
� APPR01'IiD���I i�fl ; t�itltfiCTifJN$A8N0" '�
NOT APPROVF:I)-('(�kkF:CT& RESI�A�IIT
T}ICse Cofimcnta sre lor your in(i,rr.iaii�m. All �anrk shall bc dotN
In fuU eoraplisnce with atl upplic,�i,!c�Crlic und ioniug cudC.
�eytti[pnOutslHC{ud'Ing items not sprcilicully noicd ittlhia rcvicw.
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'C'�vV� ' '�C�C' O� 'gf1S�w1�r �"_ �� Pf2'JPERTY OF: RA�? Mf�S�R�A _
S�.-3�-� '�V�/c'J D. O �Pefco�ation Tests Scole=
�irSoil 6ormgs I �1�� t�o�—S'H' #'c(Lrv�
�BencF: Mark �'���+ � � O CL-oNa �-i�r1�1,�O. , �'�nr�1
. i Note= This system is to be canstructed to meet
. the Mtinneso�o Poliution Contrd Agency S—P TEST/NC'i /N
Chapter 7080 & Local Ordinance LJ� �, ��_
Oevqred 6y: c
_ . Note : Check al l underground uti 1 ities pa;�:►L/�/�;—�-t,6�2-497-3566
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P�As� v���.�! �
. SET- BACKS t ) � 1 0' ���
HOUSE Sys�em musi be�
� Tonk�� ffom p�opertyfines . �C— S -��,1 c��}S�� w�o-f� ,
� w �tiM'�-�-'r. � � � �o'. from vr•eils . .
W��-oL1T• � . � from bAgs. ' .
. . :F�;M Treotment o�ea =�fran bkes,_�streoms . .
� . � . . • . • � Treotment o�eo ��from property lines � NOT�`P0'�"���°^� s`""�ct'es must be bcoted �a
• � ��1� �� ,Fpo�-�S weott�r proof erxiosure outside the p�xnping�char�ber and mocihole
. ' ttit��t'� ��- - vo from wetis,,�cc.wr.so, -
. . . . 6aczF,L` ��.•.�:•. �Q�from bidgs. ' � •
' ? � � � from trees 4 � SOII 80RIn'G EI.E�(ATIONS
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. . • �"� ' 9�3 °�o TH�2�E�.:LLS�:.�- �
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� � � � � Taiuc Tank '. . TH:�3 EL:��' �
Drop to Tonk /one g4� � �noo . PRESSII�E D�STRt8Uf10N MOUNO SYSTEPA `
TH;'�EL-
�~ TH'S E1.-
I�I�u�,l"fo S� - �Pumping • .
. tvlax.l��to4� � �f��F' ���-1�s• �H�Av�ocsJ Ghomber 10�0 (. � . . El.�1/A710V ot PRO�OSE� P(!MPUJG
,4,�10 6��dia.pipe � �� . . CHAAI,BER-.�S V''�4J�`'n�`�3.v
' . l.S¢r�+.���+a'4_l��+±.+�41t���(`FY�`L--�9•4S�'S��f#r��F--gs6,o
SYSTEM DESIGN =MOUNO - ' ` �� . •� �,xo „ " _9g.co.,"-----" - -°��_�6..
. . _ ___- _ _ . . _ _. .. ... . :
. . - TYPE--�,�.BEDROOM , Averoge percotatioc� rate '$•a minJinch(design.83sq.ft heatrnent area pergol.of daily sewoge fla+►) .
.�o o0gd./day x.83sq-ft�gd��sq.ft.of ti�eofinent orea +t9°}�=---sq.fi. (:-lOf�width=.�_ft.le�gth of bed area-�side sbpe rtm�.to I x�.height= `�' L—ftx.�i�lav�n•area needed.�J9tJ�
qeaa rodc needed-��sq.ft heotment aea x l.D ' depthof rock�.`�cu.ft:-27=�_cu.y�ds,(3/��io 21f��da.,iridudes 2'�of rocfc abave p'�pe) a��. s��.�.� v�-1,� /,� 1 .
_C�AY.��'r qeonso�d filf bdoa► rock needed ��_a.yds. opp�ox. , sanaYbam bockfdl��.cu.yds.appr�x., iopsa'I 6��� cu.yd._�-�J�M�a�o R.'Q�? �iogo -�o -fo4so«.- `d lo �-►�.'�vs
W ti1s�t�o • � .__ . _. . . _ . . . _. _. • . .�1�ti.'�oos�.fl.�=��-". '�lt�.�'�
Numberof ionks reqcxred�_, Istlonic da gol ,2ndlank�9ol.nwirrxrns fv�s P�1m�P��U �Nx1m�G3��g- . .
pump'r�g chomber capacity- 25% of cb�ly sewage fbw of(000 y��,�Q�gal+reserve s�ocage af 15 Oyz��./B��gal..+pipe bak droonoge— pRpPERTY 0:=:'�i4'`1 �,..� r���f A1�a4
of �� goi./1001'in.fl of�.rda.supptY pipe, I'u�.ft needed��, �Z g�1.-t macufo!d�gal./1001'�nft of 3�dia.pipe,Frtftneeded.2, Z- gol. y 7o a �oY�1�- 1�-'��
� - total copacity needed �14 gol.(plus area for Pump) �s�rn�r�. !oo v g�,l,ca p. � DY��-s-o M� • ��'1� ��.
Distribulion pipe ����da_,1.��IuL f t, �_��do. perfaafions���apart
_ _� Pump s¢e 3.�-hP• (Pumpable copacity.�1y gal.4 cydes/doy) J�t�� �3 � H��o PQ.��T�����3.��-� � qal 1 *�� S'—P TEST G � • .
Nole� 1�Yhen coruln�cl+ng bed � , this areo shoul0 be shoped Note= Disto�ce irom treotment oreo 10 neighbaing w�11s— � �esi ned 9 -
. . . ,. . . - •---•___. .._.,,. Lo���- ��1�9� /D0� � � -- Y• - - ...., �o-�_�,566
• I ' � �
� Mf�U�TD DESIGN WORK SHEET(For Flows u to 1200 d)
A. , Average Design FLUW A-1: Eatimated Sewage Flowa in Gallons per Day
num er o
� Estimated o d gpd(see figure A-1) bedrooms c�as:t c�au u c�ass��� c�ass�v
or measured x 1.5 (safety factor) = gpd 2 �oo �225 ��o �
3 . 450 300 218 of the
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294. In the
6 900 525 332 Class I,
a-/o o O allons (see re C-1) � » � 37o u,or m
g .�� 8 1200 675 408 columns.
C. SOILS (refer to site evaluation) ai:Se ticTaakCa acides(in uo�
liquid capaciry
Numba of Minimum liqnid liquid capaciry with w�����
1. Depth to restricting layer= /.�.i..a.o��.s feet B� ���' ��� uft��a�
2. Depth of percolation tests= /o feet . 2«� �so �izs ��
3. Texture G�-�-`� ��-w� 3o�a �000 �soo �
S a 6 1500 2250 300p
Percolation rate � a•0 mpi , �,8 a 9 ?,000 3000
4. Soil loading rate •4� gpd/sqft(see figure D-33)
5. Percent land slope 3 %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
(oe c� gpd x 0.83 sqft/gpd = � � sqft
2. Determine rock layer width= 0.83 sqft/gpd x linear Loading Rate (LLR
0.83 sqft/gpd x l� gpd/sqft= J o ft Mound LLR
3. Length of rock layer= area+width=
� � sqft(Dl)+ �� ft(D2) _�ft < 120 M PI <� 2
E. ROCK VOLUME > 120 (VI PI < 6
1. Multiply rock area (D1)by rock depth of 1 ft to get cubic feet of rock .
�4s sqft x 1 ft= '�1� cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
� `7 cuft +27 cuyd/cuft=�_cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
�_cuyd x 1.4 ton/cuyd = a.3 tons
D-33: Abeorption Width Slzing�Lble
percol�tion Rate l,o�dins Rate
F. SEWAGE ABSORPTION WIDTH inMinmesper Sa�T.�� c��«� A�o�;�
�h pa�y ptt Ratio
1 u�re foot
Futer Uwn S Co�rx Sud 1.20 1.00
. Madium Sud'
Absorption width equals absorption ratio (See Figure D-33) `A""'S"�
times rock layer width (D2) ,o ;, 2�
d..�J X 1 � lt- o��o. lt 46 to 60 S,ady�Q��m 0.45 2.67
61 to 120 S ilty p�a�� 0.24 5.00
ud
. ower
. •Srn„n daiprA tor tlws rofb m�p De otL�r a yafomrses
G. �.MOIIIVD SLOPE WIDTH&LENGTH Landslope> 1% slope
Qandslope greater than 1%) , �r
1. Dawnslope absorption�width= absorption width (� ' �
minus rock layer width (D2) � b-Topsoll
/� r l --�._, .�,s,�,e�•
�l.. • ! lt-��dt= � �4 ,. •. r _._._.
1 L P�+� � �LYR
� ���) Ree ldlr(03) ��q
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 (C1)
3ft- /. � ft= �z- ft � .
b. Mound height at the upslope edge of rock D-34: SLOPE MULTBLIEIi TABLE
layer= depth of clean sand for separation (G2a) �..�a VPSLOPE DOWNSLOPE
Slo e mnldpllea for various mnitl llsa for various
at upslope edge plus depth of rock layer(1 ft) ��. .�o��tl�. �o�nu„
plus depth of cover (1 ft) � _ _ ,:,
�Z ft + 1ft+ 1ft= .Z ft o s.o �.o s.o e.o �.o a.o ao s.o s.o 6.0 �.o
C. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.5� 7.41 3.09 4.17 5.26 638 7.53
3 •� / (see figure D�a34� Z � 3.70 {34 5.36 6.14 6.90 3.19 43S S.S6 6.82 8.14
�. Upslope width = berm multiplier(G2c) times s �'� � �� s.oa s.n 6:�s �o �s.as. �.�z 8.86
:�pslope mound height(G2b): 4 Z68 3.�5 f.17 1.8{ S.f6 6A6 3.{i �.76 6.25 7.89 9.T1
3�x 3�ft =�_ft a zsi 3.ss �.00 �.6z s.� s.� s.�s s.00 6.e� as� �aa�
DOVITNSLOPE 6 2.54 3.?3 3.lS �.11 f.93 5.�1 3.66 3.26 7.14 9.38 12.07
7 Z18 5.12 9.70 4.23 . 4.70 5.33 3.80 l.56 7.69 30.34 13.73
_'. Drop in elevation = rocic layer width(D2)�times 8 Z�2 3A3' ,S.S7 4.Q5 �.�9 l.6d 3.95 b.88 8.33 1154 15.91
�ercent landslope (C5) 'a' �.�� • 9 4.36 2.94 9d5 3.90 f.30 {.6S 4.11 6.25 9.09 13.04 18.92
�� ft X y%"�' 1�0= r� ft 10 291 2.86 5.33 3.75 4.12 4.f4 4.29 6.67 30.00 15.00 23.33
�. Downslope mound height= depth of clean u z.�6 �.�a .' a.i� a6i a.95 4.26 �.ts �.ia ii.ii i�.6s so.as
�and for slope difference (G2e) at downslope � � ��0 3•32 3A9 3.so �.oa 4.69 7.6s 3z.so s�.as 43.�s
•ock edge plus the mound height at the
z slope edge of rock layer (G2b) ' �
�,�- ft + ►3 ft= 3�5� ft � � ,
;. Downslope berm multiplier based on percent land slop � _�Z , ^ .
y.S4 (see figure D-34) .
l. Downslope width= downslope multiplier '� � � � „�.,P�.�,,,,dwcc�d, �
G2g) times downslope mound height(G2� y�� � � �
4r��( 3•� ft- l� ft 1.-15'� a0 � UpslopeWldth(GZd) �(D3)3G� Vp 1 pafWidth(G2d)
S e l e c t t h e g r e a t e r o f G 1 a n d G 2 h a s t h e � �-"
!ownslope width: ao ft � ` , � �,,.��.w,awcc�; zo re
Total mound width is the sum of upslope a �° j • "b'°�"°"""°w�'�� �
�idth (G2d) width plus rock layer width _ �. �
J2) plus downslope width (G2i) Ta�,�„aw���v'_ f�
►� ft+�ft+ ar� f�= �ft
. Total mound length is the sum of upslope width(G2d)
lus rock layer length (D3) plus upslope width (G2d)
�.ft + �_ft+ �. i. ft = �.�- feet
�� . t s-° �' 2� �° � Final Dimensions:
.. . w � x _ � �s� x�v�_ ,
hereby certify that I have c �npleted this work in accordance.with applicable ordinances, rules and laws.
.
�>�j• (signature) � � (license�#) . I1 � �a ��.Z-- (date)
, I � � ' � .
PRESSTJRE DISTRIBUTION SYSTEM Geotextile fabr�c � �
� :.;�: . :,,.�. .: -;;� ��;:•; _�... .. ...: . _; _
1. Select number of perforated laterals 3 � arter irch •e:foraMorv. ,aced @.3' •. 'S 1�'". . �
'. �'� :: •r.:,,;^.:'•j i �. :.�� ..�; ';� . , .
nr•.. .
..J�:,;,.�.���r'�• '�r:�.tfif�G�C'
2. Select perforation spacing= 3.0 ft .� ' . � .".' �{�:t ..`,� . . . .. : .
.:r .r, .
PerE Sizin 3/16"-1/4"
3. Since perforations should not be�placed closer than 1 foot to P�spa�►s 1.5'-5'
the edge of the rock layer(see diagram),subtract 2 feet from
the rock layer length. E-4: Maxirrwm allowoble number of 1/4-(nch pedoration
' s v -2 ft . p�r laterd to guarcmtee<107L dtscharge variatton
o t �yez eng �f t . , pAf�OfC}�0�
.sp��9
4. Determine the number of spaces between perforatioris. tee 1 Inch � :1.25 Inch .T:s tnch� 2.o inch
� Divide the length(3)by perforation spacing(2)and��
�.p�to nearest whole number.. �
2.5 � � 8 •14 18 28
Perforation spacing= � ft+,,,�ft=1�a spaces 3,0 � 8 13 17 2b
•3.3 7� 12 16 ' 25
5. Number of perforations is equal to one plus the number of 4 p � �� 15 23
perforation spaces(4)..Check figure E-4 to assure the number of
perforations per'lateral guarantees<10%discharge variation. 5.0 6 10 14 22�
�1 ,�spaces+1 =-1 !L p�rforations/lateral E-6: Partoratton�ts e t gpm
6. A. Total number of perforations= perforations per l�teral{5) perforatlon d(ameter
times number of lateraLs.(1) � �� heod inches
�`� a��• (feet) 3/16 7/32 1/4
�'�perfs/lat x,�_lat= �1 perforations �.�0 0.42 0.56 0.74
B. Calculate the square foatage per perforation. 2,pb 0.59 0.80 1.04
Should be 6-10 sqft/perf.Does not apply to at grades.
Rock bed azea= rock width(ft)x rock length(ft) 5.0 0.94 1.26 1.65
�o ft x .tu ft= $O� sqft , � a u�i.a roor i«��i�-ro�h�no�:.
Square foot per perforation=Rock�bed area+number of perfs (6) b u�2.0�aer ro�o� i►, e�3a.
So o sqft+�-Perfs= �•t� sqft/perf .W„� �,�,,,�.T �a.,��„E �a�.�,�, �,
7. Deternvne required flow rate by multiplying the total number of .
perforations(6A) by flow per perforation(see figure E-6) � �,.
S 1 " perfs x�m�pper�s= 3�_gpm �� �
8. If laterals are conriected to heacier pipe as shown on upper �
►�'"'t ya"�'R'.'
example,to select aL��mum ret�uired lateral diameter;enter ,,�••'°
figure E-4 with perforation spacing(2)and number of perforations `""� �
per lateral(5) Selectminimum diameter for \�
u�a�w cMa iiiinnw�n MTi�a�v�wo�
perforated lateral= inches.
.�..�....�..,K..�
9. If perforated lateral system is attached to manifold pipe near � � „�
the center,lower diagram,.perforated lateral length{3) and � �ti""`�`` ��� M"'��
r.r�e.•
number of perforations per lateral(5)will be approximately one K.,�;�.M MfqM M �
half of that in step 8. Using�these values,select minimum � _ �
diameter for perforated lateral= �I 1 Z inches. �*��
a w �. �
. . . . . ►�.�'"" ,,,w. .
. . ��
r
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
,
�� �� �� (signature) 3�� (license#) 11 - �o-O Z (date)
. •� • ' '
. • �. . � 1'U31?.P ��LECTTO��T•��4�C�'D�IiE ' �
C. Determine pump capacity: ' ' �
�i. Gravitq disi�ribufion . , • • � � � •
1. Mi.niazvEal recju3red discharge is 10 gpat ' . .
2. ,Maxinlum snggested'discharge is 45 gpm. For other� � � '
. establish�n�nts a�Ieasfi 1�°�o g•re�te�c ��the water suppl�rate,
but nd�faster than the rate at which effl�ient w3I1 flow out of the � '
distt�'button,device.� . � . . . . .' .
. �'ressure distribution . " � • ' �
See pressure�distrt'btttion znork shee� � � �
rom'A or B Selected•pump capacifp: 3��• gpn1 :
Determine pzxnc'p'head•requiremen#s: . . �
Elevatioz�d3fference befweert ptmcg and point of discharge? , ' � &��I��e f schYar
a eet . • • , p
• Q�'i°•:• , !ZO
Special head requiremeztt?(See F�gurt at rfght-Spec�al Head Iteqsn"rtm�rtts� , total Ipe
lenpt
yrfeet • . . ' ' . •• ' i�e.� 2A.elevation
Calculate Frictiort Ioss . � . • . . , p�pe. ___ __ difference
a.� � . � . . -
1. Selectpipediameter _ . •� '� �, _�3
. ,• . . ........................... . .
2. Enter Figure E 9 with gpm(�s or B)nzid pipe diameter(Cl). .
Readfrictionlossirrfeetpex100feetfromFigv�reE-9'' . � � ' S ectal •Head 'Requtrements
Friction Loss=_a•1� .,ft/100�t of pipe ' • �. Gravity Otstrl utlon o ft
3. D�etern�ne total pxpe Ier,tigth froai pump d3'scharge to soil treatmer�t F��ure Dtstributton 5 ft
discharge poizit.Fstiaiat�bp adc�ng25,percent to pipe length�for • �•
fitting Ioss. Tota1 pipe Iercgth t3mes 1.25 s equivalen�pipe length ' � _
eet x 1.25� �1� f feet • • . ' �•�FrlctJon Loss in Plosttc Pipe
�. CaTculate total frictiar�,loss by multiply�g fricti�on Ioss(CZ)� � ' Per 100 feet
in�ft/100 ft• the e val�t i e Ien C3 �ar�d divide b 100. • - �� riomirral
b3'• �. �P ' &'�� y flow rat0 1.$"Ipa d2amste3��
- �_�_ft/,100ft x ��31 . +I00� . ' � .
Total head required is.t�te sLmt af elevatloa differezice(A�,sped'al�' 2b ' 2:47 . 0.73 • 0.11
head reqt�it'e?rtents.($ ,and total frlction Ioss(C�) � 2� . 3.73 1,11 0.16
� � {�+ ' � _ ' . . 30 5.23 1.66 0,23 '
I'otal h�ad: �3 'feef , � ' 3� 6.96 2.06 0.30
• 40 � 8.91 2.64 _ 0,39
'urnp selecfion � , � ' � � >>.oT s.2s o.aa
60 13.46 3,99 O.b8
' S5 4.76 0.70
,pump must be selec�ed to deliver at ieast -��r m ' sp . 5.60 0.82
.A or B) with at least.�feet of tota],head(2D) � ' . 65 6.48 0.95
. . , , 70 7.44 ' 1,09
ereby certity that I hav �comp�eted this work�in accordartce w�th appl�cable o�dinances,,zules and laws.
- �� _ % ' fsig�ature) �� (license� l l - ('-l7 Z- (date)
S-P TLSTING� IN�. 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
LOGS OF SOIL BORINGS
Ray Maijafa
4700 North Arm Dr. W.
Orono, Henn. Co., MN
Borings completed on 10-28-02, with a hand bucket auger.
�ORING NUMBER 1- Elev.117.4 - MOTTLED SOIL AT 28" - standing water present in
boring at 26", 24 hours after the boring.
0 - 16" Topsoil dark brown loam 10YR 3/2
'16" - 20" Brown loam 10YR 5/3
20" - 28" Brown clay loam 10YR 5/4
28" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
34" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 2- Elev.118.4 - MOTTLED SOIL AT 22" - standing water present in
the boring at 32", 24 hours after the boring.�
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 14" Dark gray brown loam 10YR 4/2
14" - 22" Brown clay loam 10YR 5/6
22" - 30" Rusty brown clay loam 10YR 5/6 -mottles 6/8
30" - 36" Rusty gray brown clay loam 10YR 6/3 -mottles 7/1,6/8
36" - 42" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 3- Elev.117.4 - MOTTLED SOIL AT 24" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Gray brown loam 10YR 5/2
14" - 24" Brown clay loam 10YR 5/6
24" - 32" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
32" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
,
CERTIFICATION N0.627 �
STATE LICENSE N0.394
PERCOLA�ION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 10-29-02 starting at 11:50aaL .
Test hole location Maijala}4700 North Arm Dr.W�Orono.
Test hole number.l. Date test hole was prepazed_10-28-02.
Depth of hole bottom],2.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is l�ifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 10-29-02, 9:30am. Depth of initial water filling is 12 inches 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.
Maxnnum 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
11:40 refilol 6
11:50 12:05 6 41/2 3.3 15 min
12:10 12:25 6 41/2 3.3 15 min
12:26 12:41 6 4-1/2 3.3 15 min
Percolation rate=�.�ninutes per inch.
� + . .
CERTIFICATION N0.627 �
STATE LICENSE N0.394
PERCULATION T�ST DATA SHEET
Percolation test readings made by�-P Tegting,Inc.on 10-29-OZ starting at 11:51am.
Test hole locatio�jala, 4700 North Arm Dr.W., Ornno.
Test hole number.�. Date test hole was prepazed 10-28-02. .
Depth of hole bottom 1Z.inches. Diazneter of hole�,in�hes.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Dark gray brown loam
Method of scratching sidewall is i�if�. Depth of gravel in bottom of hole is Z_iu�h�. Date and hour of initial
water fiUing 10-28-02, 9:30am. Depth of uutial water filling is 12 inches above the hole bottom.
Method used to�naintain 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 levei, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:40 refill 6
11:51 12:06 6 1-7l8 8 15 min
12:09 12:24 6 1-7/8 8 15 min
12:27 12:42 6 1-7/8 8 15 min
Percolation rate=$�Q_zninutes per inch.
CERTIFICATION N0.627 �
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by. -P Te 'ng, nc.on 10-29-02 starting at 11:52am.
Test hole location Maiiala,4700 North Arm Dr.W.. Orono
Test hole number�. Date test hole was prepared 10-2&02.
Depth of hole bottom 12.inches. Diameter of hole�inches.
SOII.DATA FROM TEST HOL. .
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam �
10" - 12" Gray brown loam
Method of scratching sidewall is 1�i,f�, Depth of gravel in bottom of hole is�inches. Date and hour of initial
water filling 10-28-02.9:30am. Depth of initial water filling is 1Z.in�h�above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic sinhon.
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 Remarics
11:40 refill 6
11:52 12:07 6 2-1/2 6 15 min
12:08 12:23 6 2-1/2 6 15 min
12:28 12:43 6 2-1/2 6 15 min
Percolation rate=�,.Q�ninutes per inch
PERFORATEO LqyER OF GEOTEXTILE �OAMY SAND CAP -
��=a.Y LA7ERAL5 FABRIC . PERFORATEO LATEF�L
•~.• '��_` ��"w^--. GRA55 COvER 6 pdCNES.
SANOY LOAPA SOIL �V '� '~'% `•" '�"�`""''�^'��'"�' 70PSOIL - '. _
.�� i : y i?r .�;;:••• CLEAN SANO FILI :�.
��i /' � � � / ��JJ •• . - ' '
�i' ���'�%� •� �i: MAXIMUM SIAPE--�- _
�• i� �•tP 3 TO 1 . . •.. � .
IAYER OF GEOTEXTILE � % sL' ' : � En Rodt a=
..�.;� �" f�y :" TOPso�� . �r. z7h INCHES
FABRIC OR 4 INCHES OF r° ;.,r . .�y� .-• � PlAWEO OR � �xo
HqY COVEREO gY r' � 'l ' j �i � �15KE� StIRiACE -
BUIIOtNG PAPER ,�.� ;' �:�/ � srj �. usson. � -
� • �'iF— � �f � •
, , / a CRO55 SECTION A—A
PIPE��ROM PUMP�\ `w;;'�r. ���i%`�i" ,/ 1'�
.l�,^' �I ��/,� ;� � /I �F
. .l PIPE FROM
3,��2�/� % ,. /�•/ „h;. ,/ • �/ � PUMPING CHAMBER
...�•� ♦
CL�AN F�OCK ' � ��/•' �. �� � OIVERSION FOR . '
'� J� SURFACE WATER '
:�•'. • �' Y l
6' TOPSOIL� % •• r'= �r � r o ' _
:• %� ,,t ' ,� /` •� . ,
w•.,�i: � f �� , / � . � . �r;�i _�
�
�� •t"' � . t• � i Q
V ��l •:.;j � �/ / � � • � � : � I� ,
� ,� • f .�' PERFORATEO : . � �
�'t 9N I � t •tATERAlS � • • '
-� ..� _� +� X � :�� _ • � ' i 1 I
.::, 2..., ` � , . � � •
... '/. S • .eJ a�s• :•.•r•!- � i . � .
t� 'T�• �J S•"L:��� � � � �
�;/(� �. • "� ,�,.. ?�,. . � � I'
. � SaN f� � :�.•.1�,`''t�.Ai�' �`ti�''' :tn!'�.« • I � _ � Y F � .
0 F��� Spp ` ��" �. :;,�F;�.. eEo eut�►. � ; i »j i
BRpk a1rER , .� ' :r_.•. . • �---�' W _
• � ; .�
EN UP ''=�'- ��- ''-�.. : ' � � •
.�•=.:-.... � � ; S � o
B��y A T�� • .-•'�.` . A ; � . H ; � W a
....
; r:� I , . W . m
�'ER �aYFR�� . — — i � _ � � ; � — ' .
. : , � —
�. �
f F T T RA FOF2 . �NCHES I ; ��� ; INCH
U l Y O U T 0 P E R O R A E O P I P E L A E L S _ �
PRESSURE OISTRIBUTION IN MOUNO - L�_ � _�� •
pIKE�����DIKE '. }
PERfORATEO PLASTIC PIPE —�,
� • TOTAL WIDTlt
�
ON�ER� SF�TW�N ��AtlON �� . ' +.
vi w s�z� u�n,r ee�:��u 6� ii � PIAN v��n► . _
oe i:. � -
YMAN1FOlD � + E'ND PERFORATION� Cf A �PERFORATEO LATERAL
PIPE �
. Graa Grer
PERFORATtONS ON BOTTOM OF
P�ASTIC PIPE Tp.�y
- 90♦ �i,� ' :,•S:�.<r.:, . ....:..�r�,t '�'+�
-*r�.,� � V��y V� ..lqrv N GaNatIN FaOrk fM Nv� ,
. � �b(ALTERNATE l0GTi0N ' �•'• - ••��►i Mwpwl a.c...rd
Of%PE FitOM FUMPI
� Mwr �ie�ailN H.rl�eean�
' • InN /Nw ToP -
, END CAP 90� / ER�(, ys�o�ile�c d RocM Lepw�E�� .
l.A� � •`r: , . ` �Pvlautkn L�to1�C el
// Fp/tA1E� 2�PIPE FROM . ;'' tt•ae sona ter�► eou«..�t.�..a
/ � pER PUNwa+G tw►Me�t -
\ ��N�rN � Y'aro�n.i_son neo.�iy s�aui.e �::
.. �
, F-R
._._ . :��
� -r -i,
REOWOOD. CEDq� OR
WA7ER TIGHT 9� I.00KABLE ELEC7RIC BOX TREATEO I�OST (4 x 4 min) '
PLUGS OR EIECTRIC CONNECTIONS i �—INSIDE�BOXRIC CONNECTIONS MAOE
2' PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR
MANHOLE COVER CHAINEO 6:LOCKED SETTLEMENT
SEAlEO MANHOLE RINGS F NA GRADE
* � AT LEAST 12� '
��� 8 lOW GRA�E
� WIRE FROM POWER SUPPLY
Ppu�P MP�STA I ON UP TO�SOIL TREATMENT MEA
• /�� , FOR PROPER ORAINBACK
SEALEO TM1K COVER �--1F PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR ORAINBACK,
P�WITH ANCHORCHAIN A �/� INCH WEEP HOLE MUST OE USEO
— WEEP HOLE
ALELECTRICAI C RCUIT RA7E
NOTES: ELECTRICAI.WIRE fROM POWER SUP.PIY
��� ��D _ �-- _ MllST NOT RUN OVER ANY TANKS BUT
�r ' MUST 8E LAID BESIDE OTIIER TANKS
.. 3•� `� ANO MUST 6E PLACEO IN CONOUtT
ALONG POST ,._
SH�.L'4EF._1.��.-Q— - - EIECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL �LOAT CONTACT.
000 :
, Figure F-8
METAI.
COVER
�.. _.�;, .�; _�.. '�; � y.. k
:. .
; '� l� _.� ; �.v:,.
i i ��_.• 1 ; 'v.
� i z i
' ;,,.,-:�.:r_:,_,, i
. CONCRETE ��� +,.,+'
: MANHOLE
� RING
METHOOS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-la.
� .
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC SCHEDUIED
PERMIT NO. PC���OZ9 COMPLETED r>''` '�``� ����Z
ADDRESS ��� �t��— O� �'�'�
OWNER CONTR. ����'^
TELEPHONE NO.
� DESCRIPTION �C `� �'`�V�
lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/fILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
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 SEPTIC MAINT. 21 COMPLAINT
v 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
� OWNER/CONTRACTORTOMEETYOU�YES_NO
� COMMENTS: �� d `� — ✓ O I�
�
� — ( �XSO �
� � �bf , L. 0
o �
� ` `(���C ��- �: � � (CI�rK�S
° .�f`i�� .�b�' ��^�;�`
W �
Q �- �^j5:,,� �`,�� — ;..� a,s�- �ii�
� "'�Ca'�".�1l� O k
� ` ��h,� v��-- -1-� p v�,� ;r.
�
�
� �ORK SATISFACTORY:PROCEED ❑ PFiOJECT COMPLETE
W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
�CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContractor on site: �` �
�ector. ���°C
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DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �-
PERMITNO. �P� ��Z� COMPLETED `� 'Z�-U�
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� DESCRIPTION _ �`.�J���-- �". c��\
� 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING Rt F` 3I,EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL �-/ 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOH TO MEET YOU:_YES_NO
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� ❑WORKSATISFACTORY:PROCEED �\PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED '� fSSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
�� CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-460�
OwnerlContract n site:
Inspector.
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