HomeMy WebLinkAbout2000-P03078 - septic ,. PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po3o�a
Crystal Bay, Minnesota 55323 Permit Type: sept�c scM^�
(612) 249-4600 Date Issued: ioi3�2oo
SITE ADDRESS: 4755 Bayside Rd
MAPLE PLAIN,MN 55359
P I D: 06-117-23-22-0021
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: ,
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FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
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TOTAL FEE: $ 100.50
APPLICANT: VIRGO CONTRACTING,INC OWNER: HILLOWAY CORP ET AL
75 31 ST Ave NE 4755 BAYSIDE RD
MINNEAPOLIS,MN 55418 MAPLE PLAIN MN 55359
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CI'IY OF ORONO ORDINANCES AND
STATE OF NIINNESOTA BUILDING CODE REQUIREMENTS.
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APPL PERMITEE IGNATURE SSLTED BY SIGNATi.JRE
Copies: City,Applicant,Assessor,Finance Page 1
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CITY OF ORONO SEPTIC SYSTENI PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, l�In 5�323
JOB SITE ADDRESS��,j 7S S Y��1 �.S � b E' �C�
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 x � �i j���, ;;�''�
Repair Esisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's l�Tame: �(!C v �(!�L K�y/�I/�C�(�'/l Phone Number: („/ - c�� - '��
Mailing Address: � City:--1���� Zip:
Contractor's l�Tame: � �^ ' ' �'v ' � � C Phone Number: I.- - '- 75
Mailing Address: -�t ';'� /1.�.H City: �I'If�%S Zip: SSS���
*** DO NOT MAII.PAYNIENT"'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 holdin� a Minnesota Pollution Control
Ajency(NIPCA) Septic System Installers License.
3. All work must be done in accordance�vith the approved septic system design. Design reports
are not �onside:ed 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, an�i general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverin;. 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 pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(�vhere required) components are functional and comply with codes.
5. Individual holdin�i�d'CAlnstallers License shall be present during all inspections. A 24-hour
notice is requii•ed foi•all inspections.
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NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
ti' 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be install�ng the following:
A. Tanks: � -�P er cast Concrete Other Manufacturer �Gl�/S
Tank Capacities: 1) I�?,�; gal. 2) C�U gal � 3) Zrl) gal
B. Pump Station(if required) C , �,�,1 eL;,�l�( !`�
Pum make& model (-`�CiCt � �=-'��'b�
p _�c� � (attach pump curve&
Iiieiaiure j; sysiem design requires gpm at�T feet of head.
High water alarm make & model�� �, �J-�Z C � cJ�-e//�/J�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 /G ' x�
Drop Boxes Sand bed dimensions ��' x�C/'�
Distribution Box Pressure Dist. Pipe Diam. .'� �� "
---� " �—
Manifold Pipe Diam. � %� "
D. Final Cover/Topsoil to be: borro�ved from site
(show location on site plan)
_� trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all ta'' ments made on this application are complete,true and correct.
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Signature ofApplicant Date: �C'
MPCA License No.__ �r �U �
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Staff Revie�v: Approval Denial
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Reviewer: �(wj ��-��� Date: � /(,?� -��
Reason for Denial:
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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 desi�n including the City of Orono Septic
System Approval Cover Sheet.
2. I�vill be instali ng the following:
A. Tanks: � .-, P er cast Concrete Other Manufacturer �C.� �S
Tank Capacities: 1) /,�,�; gal. 2) IC�U gal 3) 2''C) gal
B. Pump Station(if required) p (�,1�?L�,.�1 ( ff
Pump make& model�;Ut,1�c� �� �=%�J�� �(attach pump curve&
liieia�ure j; sysiem design requires t' gpm at�feet of head.
High water alarm make & model — � G 1 c�i-P//�/7jv�0utside
electrical work to be completed by installer electrician_�other.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions /G� ' x��
Drop Boxes Sand bed dimensions��' x�'�-
Distribution Box Pressure Dist. Pipe Diam.� �_��� "
Manifold Pipe Diam. j %� "
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,
a�rees to do all �vork in strict accordance with ordinances of the City and the regulations of the State
of 1�Iinnesota,and certifies that all ta ments made on this application are complete,true and correct.
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SignatureofApplicant � _ Date: ! � `/ '
MPCA License No. ;� ��� �
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Staff Review: Approval Denial
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Reviewer: �&�� �,��%-'� Date: � /�1�,�'i�
Reason for Denial:
` SEPTIC SYSTEM APPROVAL
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��;�, � � ���'' �� � SVeet Address: Mailino Address:
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�'��y$���► 2750 Kelley Par�cway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Phone (Home) (Work)
Address �(?SS ,BR-�lDE Rd City pizo,U� State M� Zip
Site Evaluator 5—P %� � State License#39� 627 Phone# Y 9�- 356.6
Type of Establishment: Single Family_� Multi Family
Commercial �1 o Garbage Disposal Yes No
No. Potential Bedrooms S Est. Gallons Per Day 7$a
Water Meter Required: Yes No k Soil Sizing Factor , 83 (, �(S q�(/{�F J
Perc Rates P-1 Z�7 P-2 2.� P-3 2•7 P-4 3.1 P-5 Z,� P-6 �,K P 7
Restricting Layer Depth B-13y" B-2��� B-3 26'� B-4 l8" B-5Z6" B-6 20"
Type of Treatment System:
Standard� Experimental Alternative
Pressurized Mound System x At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alann __
Septic Tank Size j2 50 00� # of Tanks Z Lift Tank Size�ZSc�
Pump Brand GPM ,�q Head /y'
Treatment Syst m:
Minimurr�d,�b � Zo��oZ' Square Feet with_�_inches of rock below pipe
Type of covering Fabric_�_ Other
THIS IS NOT A PERIVIIT. 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(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 prunary and alternate sites are protected.
NO VEHICUI.AR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED X DEl�TIED By the City of Orono subject to e�cisting regulations and
the following conditions:
By: �
Chris Pence, On-Site Systems Manager
Telephone(612)249-4600 • Fax(612)249-4616
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-P TESTING� I�C. Steven 6. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
y 7ss �3•�-�s�� �d,
April 29, 1996
Hilloway Corporation
Lot 3
Co.Rd.19 & 84
Sub-Division
Orono, Henn. Co., MN
This on-Site Sewage Treatment System is Designed for a Type 1, five bedroom home
designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and
local ordinances.
The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonally
saturated soils were located at 18" to 34" (mottled soi!). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 3.4 mpi.
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 waming device must be installed with a light
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 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.
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Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area shouid 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.
�th proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc.) human waste � toilet tissue
should be disposed of into the septic tanks. Garbage disposals are not recommended,
due to adding more solids & fine solids passing through to the system. Excessive
amounts of soaps, cleaning agents 8� chlorine agents may kill the bacteria needed to
treat septic effluent. Additives are not recommended. Recommend to pump 8� clean
your tanks through the manhole by a certified pumper every 2 years. Check with your
pumper to set up a schedule.
c� � ��
Steven B. Schirmers �
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�,:F�' � �\\ C: N�LLOWG`I L'24 '
� %����`��v;:., , 1„_so �ERrr a ;
I�'i,Y1; S�TN WLST c;,z�cn 2a�N oF cor= t� � �o Bpercplotion Tests Scale� I
94' �� �:�,`� co.�o 19�-`�y ���CiJ���oti �
' 6�- 99�.S (u�r��1 '''b'�s� . �` ` X$oil Borings {
j ��?,a,<< ' �BencF Mark ��3. TS�o��'1 C��*�o r�i. �
I ?�`'• ``.^'b+ Note� This syslem is to be constructed to meet F-��v. Co. �
� - � � v the NGnnesoia Poilution Conirol Agency �
i � Chapter 7080 s Local ordinance S-PTEST/NG�NC,-
Desgred By:��r-- �. iJ:.�
Note : Check all underground utilities Dd>:3/=�:, �.�-497-3566 i
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�� 1J�t 1.4�� R+�c.`L OFip —� � — — � � �
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' �0�r- /.SS�Ff-\O . luoq.o
) a-� I. /O� .L �Oi n�0Y��1
S�T- BACKS �' �.�� � � t 4' �,�-c.�.
HOUSE Syslem must be� X_ s�1���,�....\ ��!Sr1L w�oT�
Tank ao� fron property lir,es •
�u.- As�r��.�-r �5' from wel!s
�ni.4�.�--ov'� =� from b:dgs. �
����. Treatmen! oreo =�frorn lakzs - s'reams
� 7reatment area �o�from property lines ��T���'"�suppiy and svitches rtxat be locoted in a
r�tA��µo�5 m�n ��" ���from we'Is w?ath=r prco� enc4sure o��side the pumping chamber ond manhole
. :i _CacrF�c� �o ';rom b!Cgs.
�'� :� . i�'trom trees y �} SOIL BORI�G ELEVATIONS
� {i I i I ��-, �� t ' I�- �I
�o min.—�-�-� TH'I EL.- oo�S =tN"`(,-iooa.'1
. j a. •,do.su � � TH 2 E�_.-1tz2`£•o �•'� -ivoc.s
� � -7�'- �so S�i�-�%
ian'c � Tonk I :`•, TFi:'3EL.-�o.�s
Oroo to Tank �I PRESSURE D!STRIBlJTION MOUND SYSTEM T�;_�c�_�o�,o
Min.I�fo 8� �p�mp��9 TH'S E�.-iooe.-,
hlcz.l��to4� � ti��p �ti=11�-5 �,N'A�L--oc�J Chombzr E��VATIOV ot PRO?OSEO P;l1,'.?;�\�
� � C�A\'.SLn- �� .ob�co �w,,•,Y-1oov.o
4��0 6�dia.pipe • - - 4'4�oN.. -{o'P a� 'cwc.�c-1�?o,c
� . n Lo�i�y�.u��--1 o:.a.0
SYSTEM DES!GN -MOUND '
TYPE-S,�.BEDROOM, Ave�agz percolofion rate�`�min./ir.ch (design.83sa.it heatment area per gal.of daily sevroqz flow)
�� gol./day x.83sq.ft/gal.�a�- sq.ff.of treotment oreo�10%=�_sq.fi. (.=ION.width=S��ft.lzngth ofbed ereo+sides!ope run�to I x3_�heigN= `'��_ft.x�`�ft.lawn-crea needed)
Ciean rock needed- �l.sq.ff,treotmenl area x �•�S� G�pth of rock�.2l�w.ft=27= �� cu.yds(3/4�to 21/��dia.,inJudes 2 Of fOCR abOV2 pipe)
�"�°`�-`'� Cleon sond fill below rock needed a3D cv.yds. o�prox. , so�dy bam b^-ck fll.�`sLa.yds.approz., topsoil 6� �� cu.yd .fl�1=• SRuo o�P�H ' �'�' •
WAstFEo A-%[..�.C"'11��-��—:CO AdO.�.o'70 _(O_ToPSO�L_frOf-._lR_Rfctx�LA�`>S-O��-�`—'Y�)
Number of tonks required a , Ist tonk�gol. ,2ndtcnR oo�9ol.minrrtms Fws PamP�Nu ��'�impeR- , .
Pumpng chamher capacity-25% of dai!ysev�age flcw of `� � gal.=lu�Sa�•+resu�n_ s:orase of 150ct:1/B�_Ic,CL_gal.+pip?tecicdrenoge— PRO?cR7Y C=�u���� aw o n.
of IcS q�l./IOOlin.ft.o`�Yd:o.s.�PaY Pipe, lin.ft.needed 70 , ��goiiman�o'd�gol./IOOIin`to(audia.pipe,lnftrued�7,_�ga'• �,co Iq�,�u ���.--,, �s,�
fotal capacity needed �S3 gal.(plus area fa pump) uSE rn�n.�gq�•cap. � �O"r� '-d�� � �'u c �" '
Distribution ���1�do. �q� lin.tl.,�adio.per(aotGns� ��opert �'���'. GG.
WP`— �—
Pumps2e ��� hp. (p�mpahle capacityao3 gal.4cycies/day) �.J� 1�) � H=Ao PR.Ess J9�Se�.R?v= 39 aa,�l w+,*�. $-P TEST/N6 //NC.
No'e� �'lhen coRSlrucling bed .- , tr�s area shoud be shaped Note= Distonce from Irea!m?nt erta lo neigMr�inq v,�!Is— � pes�sne� �y� -��-^-`'��• ry'-'rr—
lo civeri run-o`f (ram en;ering treatmznl areo. �'g��� ��� �G"� i Deie�._y/�/�, PH. 612-497-3505
� ` � MOUND DESIGN WORKSHEET
� (For Flows up to 1200 gpd)
A. �,�w Estimued Sea�age Flow m Gallons pa Day(gpd)
Estimated '�gPd N�� �
or measured — x 1.5 = — gpd. a��� �`I �'P`n ry��u ry�rv v
2 300 225 180 sas
3 450 300 218 •�
B. SII'TTC TANK LIQUID VOLUMES 4 �o0 3�s u� .�.
5 750 450 Z94 m
j-I;SO a- )��p�c� g3llOI15 7 1050 600 370 od"
���
���,�� 8 12D0 675 408
C. SOIIS (refer to site evaluation) 34�, ,���, �.�" ��� ,,� ,,�
ct �T� c�,-�,
1. Depth to restricting layer = i�a�� a�,' a o" inches �� �,, �,
2 Depth of percolation tests = � a inches `'""' `'"�`'
3. Percolation rate 3�4 mpi 23«� �'.oso°o i'.'s o
4. Land slope � �o �t� . �'a <������ �a� ;a a zo�0°o0 000°
wc 9 See fig.C-6 (x 1.�
D. ROCK LAYER DIlv�1SIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
�Sv gpd x 0.83 sq. ft./gpd = �a� sq. ft.-����o=�`�y°
2 Select width of rock layer (10 feet or less) = i� ft.
3. Length of rock layer = area=width= Rock Bed
��s y sq. ft.i �_ft. _ (.� ft. ..,.�...�.�.,.ti.�.ti.�.,.�.�.�.ti.�
f•r�f•t•�•1•f•t•t•l•t•I•r•f•!•r•
♦•1•\.�•1•ti•�•ti•ti•ti.ti•ti•1•�•ti•ti•ti
f•r•!•/•r•t•r•Hl•t•t•r•r•l•�•r•
�•ti•�•ti•ti•ti.�.�•ti•ti.ti.�.ti.ti.ti.ti.ti idth S10 t.
ti�tirti�tif~�1rtf�fti��ftirlf��tif1?tfti
.r.�.f.f.�.r.f.f.f.f.r.f.j.�.f.f• _
E. ROCK VOLUME ~— �'� � ��
1. Multiply rock area by rock depth to get cubic feet of rock;
c��y sq. ft. x �.�ft. _ ��� cu. ft.
2 Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
��cu. ft. -27= -�� cu. yd. �
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a�cu. yd. x 1.4 ton/cu. yd. _� tons.
F. ADSORP'ITON WIDTH L`-�'� �-o�`'''� ,��,w,��,s�, ��
1. Percolation rate in top 12 inches of soil is 3,�I mpi p��,��,�,� ;�,;, ,��,
�,�,k, �, Soil Texture ,,e,q„-� �,,,-
t�,� f.� �v
2 Select allowable soil loading rate from table; Faster than 0.1 oa�sand 1�o l.00
���� d/ft� o.i to s sana i2o l.00
� 0.1 to� Fne Sand" �� 2•�
6 to 1� ndy Loam 0.79 1�2
3. Calculate adso rion width ratio b dividin rock la er 16 to�o �o� o.bo 200
� }' g }' 31 to 4� Silt Loam �-'� 2•`�
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to�o clay Loa� 0.4� 2.6�
61 t0120 Clay 024 �.00
1.20 gpd/ft2i��gpd/ft�= a.C�� Slower than 120 Clav - -
"So;l kuving�OsG or mae d fine ar.Qy Fu+e sutd
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�.�� x lo ft=���� ft
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G. �JOWNSLOPE D�WIDTH
1. If landslope is���more, subtract rock layer width from
� adsorption width to obtain minimum downslope dike toe
=�ft-�� ft = �feet
2. Calcvlate Minimum mound size based on geometery:
a. Deternline depth of clean sand fill at upslope edge of rock
layer: Separation � feet
b. Multiply rock layer width by landslope � roo� co���
to determine drop in elevation; � rooc Ro �a
Siope DiffeTeTICC ���.5µ StDeretlon • f��t .s �.
So�'sN C�-�� /c; x • S %-�- 100 - . � feet S1oD• Ditt�renc• et
- Up51oDe W1Gt�
c. Add de th of dean sand for se aration (2a) �a Jeet'+�
P P � Rock eea w�otn
at upslope edge,depth of rock layer(1 foot) to dept�o� �r�et Dawnslope Wfat�
cover (1 foot) to find the mound height at the upslope edge �f�i��'
of rock layer;
�ft+ lft + lft= 3•S feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 2 ,33
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.S x�� = 1 a feeE ��e-� L3�S �'� _ '`►� �'`'��
f. Add depth of dean 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;
3.S ft+ : S ft= y,� feet
�-.. _ g. Enter table with landslope and downslope dike ratio.
"" � Select dike multiplier of S. c�
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: y.o x s�.� = ao feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; �
. �0 feet } UDSIOD�M10L�
j. Total mound width is the sum of �� 7..1 �'� '
upslope dike (G.2e)width plus rock S"' Ro�r e.a�,at�
' 10',�l.�d r..t
layer width (D.2) plus o �oS� o. N�a�� UDiIOD�MIOI
downslo dike width G.2i 3' �""" f���
�.��o+��=`1 a.� pe � ); so�N �
�`°�• �_ft + ►o ft +�_ ft = �� feet � �
k. Total mound length is the sum of °°"°5�°':~'°`� =
r«L �
upslope dike width (G.2e) plus rock layer �� ' ' �ti '
length (D.3) plus upslope dike width (G.2e);
�� ft + �� ft + i� ft = �� feet `
� y t t,� + ac� !v� /o z. _
7otellanptn
- •--.._. - own ope �ps ope
3:1 ll 5:1 &I 7:1 3:1 �:1 5:1 41 7:1 81
7G abpe
0 3D l.0 �.0 6.0 i.0 3.0 �.0 5.0 60 7.0 7D
1 3.W 1.17 526 638 ��3 291 3.85 d.76 5.66 65t 7AI
2 319 l35 556 6S2 8.7� :.83 3.N �S� 5�6 61t 690
3 330 l i1 �B8 732 S.b6 2ia 357 �35 �.08 5.79 6A5
�"'" { 3.11 U6 675 �.89 9.72 268 3. �.17 l8l S.f6 6-06
5_ _.39 _5�0_ _-_667 857 1077 261 337 �.00 l.62 5.19 5Sl
.,�.'� 6 3b6 5� 7.1t 938 ]207- ' 3.23 3.85 ltl �.93 5.�]
7 3F0 556 7.69 10.3� 1373 2L9 112 3.70 1.23 l70 513
! 3.95 SBd B33 115� 15.91 2G2 3.m 3S7 1.�5 1.�9 �BS
9 f.11 6?S 9.09 73A6 18.92 7_6 29/ 3.15 3.90 l30 �55
�p {�9 6.E 10.0 15.00 Z333 231 286 333 3.75 L12 4.1f
Il 1.�8 71l I1.11 17.65 30.l3 2Zb 276 323 3.61 3.95 t2b
12 �yq 7.5i 1:50 27.63 6375 221 2TJ 3.I2 3.19 3.80 �d18
, , .
. • � ,
�
F-17
.:�„ PiTMp SEr.FCTiON PROCEDURE
E?O P£RFORATION OF G pERFpReTE�i L�TE�
A. Determine pump capadty: �-�«
Gravity Disfributioa T.,.o„
1_ Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of = :_ - �
.`��.a,so.a�,- �►'��`�.:`+'b:�``�"��::.:`.
water use rate. � �,.,b...�,�.,'
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ., , ��•��a���-^ ��^w�
��� ,+.a. �..
gallor�s per hour(45 gpm)to prevent build-up of pressure in drop box. ��,•P,,,, :-.,�.e., �:•�.��.
�,.�. .���,..
� _ ... '' Pr�ororMir Lora1N�t
Pressure Distibution :'�,..,s,,,.,,,� e"'^'^N L�i•�m
3.a. Select number of perforated laterals 3 .
b. Select perforation spacing= 3 feet °�,,'"�"°',�;;,;�;R""°
c. Subtract 2 ft from the rock layer length.
�`� -2 R= ( feet
���
d. Deterrrune the number of spaces bet�veen perforations.
I,ength �.spacing=�ft.+ 3 ft.=3_spaces tt�quued Perforaaon�e
e. �-�spaces+1=_�perforations/lateral �8�°�p��°te tgp�,
f. Multiply perforations per lateral b�number�f]aterals to ��3��o,a. ��dBe �Zm�R,, + ad� �
get total number of perforations. �,�,,� x�,�Q,,=�_perforations. �p�q i
g� � X��_�gP� I.Oa 0.56 0.74 '
SELECTED PUMP CAPACITY 3� gpm 2,�b �.8� 1.�4 . I
B.Detezmine head requirements: ' a.Use for single family homes
1. Elevarion difference between pump and point of discharge. b.Use for all other applicatiorts (
�_feet ' i
� Z If pumping to a pressure distribution system,five feet for pressure
^ required at manifold if gravity�stem,zero.
�_feet
3. Friction loss
a. Enter friction]oss table with gpm and pipe diameter. RP��8�
Read friction loss in feet per 100 feet from table. � poinc of Dischz
F.L= �. L ft./100 ft of pipe T��'�
b. Determine to�il pipe length from pump to discharge Elcvation Differcncc I
poin� Add 25 percent to pipe length for fitting �p�P y,�c
]oss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
�x1.25= �`d feet
c. Calculate total friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Yl g g� Friaim Im pc]00 ft of pipe
friction loss in ft/100 R by equivalent pipe length. 10 0.69 0.20
Total friction loss= a. �- x `5 4� +100= � feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and tota] friction loss. 16 1.63 0.48
18 2.03 0.60
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 7.90 2.06 030
TOTAL HEAD �feet � � 14.�73 3.8 0.48
50 3.99 0.58
C. Pump selection 6o s.bo o.s2
� 1. A pump must be selected to deliver at least
�gpm (Step A) with at least � �a feeE of total head (Step B).
. • 1 . '
v J-P TESTINGi �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License #394
LOGS OF SOIL BORINGS
Hilloway Corporation
Lot 3
Co.Rd. 19 & 84
Sub-Division
Orono, Henn. Co., MN
Borings completed on 4-25-96, with a 1-1/4" Soii Probe.
BORING NUMBER 1- EIev.1007.5 - MOTTLED SOIL AT 2'10" - Standing water was
present in the boring at 2'7", 17 hours after the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 18" Brown loam 10YR 4/3
18" - 34" Brown clay loam 10YR 5/4
34" - 42" Rusty olive brown clay loam 10YR 5/4
42" - 48" Rusty olive brown loam 10YR 6/3
BORING NUMBER 2- EIev.1008.0 - MOTTLED SOIL AT 1-1/2' - Standing water was
present in the boring at 2'10", 17 hours after the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 5/3
18" - 28" Rusty olive brown clay loam 10YR 5/4
28" - 48" Rusty olive brown loam 10YR 5/3
BORING NUMBER 3-EIev.1006.5 - MOTTLED SOIL AT 2'2" - No standing water
present in boring.
0 - 22" Topsoil dark brown loam 10YR 3/2
22" - 26" Brown clay loam 10YR 5/4
26" - 40" Rusty olive brown clay loam 10YR 5/3
40" - 48" Rusty olive brown loam 10YR 5/3
, . � .
S=P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Hilloway Corporation
Lot 3
Co.Rd. 19 & 84
Sub-Division
Orono, Henn. Co., MN
Borings completed on 4-25-96, with a 1-1/4" Soil Probe.
BORING NUMBER 4 EIev.1009.0 - MOTTLED SOIL AT 1-1/2' - No standing water
present in boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 18" Brown clay loam 10YR 4/3
18" - 40" Rusty olive brown clay loam 10YR 5/3
40" - 48" Rusty olive brown loam 10YR 5/3
BORING NUMBER 5- EIev.1009.7 - MOTTLED SOIL AT 2'2" - No standing water
present in boring.
0 - 16" Topsoil dark brown loam 10YR 3/2
16" - 22" Brown loam 10YR 3/3
22" - 26" Brown loam 10YR 4/3
26" - 38" Rusty olive brown loam 10YR 5/3
38" - 48" Rusty olive brown clay loam 10YR 5/3
BORING NUMBER 6-EIev.1009.7 - MOTTLED SOIL AT 1'8" - No standing water
present in boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 20" Brown clay loam 10YR 4/3
20" - 38" Rusty olive brown clay loam 10YR 5/3
38" - 48" Rusty olive brown sandy loam 10YR 5/3
• ' . . •
� J�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License #394
LOGS OF SOIL BORINGS
Hilloway Corporation
Lot 3
Co.Rd.19 8� 84
Sub-Division
Orono, Henn. Co., MN
Borings compfeted on 4-25-96, with a 1-1/4" Soil Probe.
BORING NUMBER 7- EIev.1006.5 - MOTTLED SOIL AT 1'10" - No standing water
present in boring.
0 - 18" Topsoil darlc brown loam 10YR 3/2
18" - 22" Brown clay loam 10YR 5/3
22" - 38" Rusty olive brown clay loam 10YR 5/4
38" - 48" Rusty olive brown loam 10YR 514
, . `, .
; �ERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing, Inc. on 4-26-96 starting at 9••lgam•
Test hole location Hilloway orp.Ln�3 Co Rd 19 & 84, Shut�i�ivision, Orono
Test hole number�. Date test hole was prepared 4-25-96•
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
viethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
.vater filling 4-25-96,4:OOpm. Depth of initial water filling is in above the hole bottom.
viethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic si�hon.
viaximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water levei, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
9:00 refi 11 6
9:18 9:33 6 5-1/2 2.7 15 min
9:56 10:11 6 5-112 2.7 15 min
10:12 10:27 6 5-3/4 2.8 15 min
ercolation rate=�,7 minutes per inch.
•� . •
,rERTffICATION N0.627
STATE LICENSE N0.394
PERC�LATION TEST DATA SHEET
?ercolation test readings made by�-P Testing.Inc. on 4-2 96 starring at 9:19am•
Test hole location Hilloway orp .�t 3,Co R� 19 Rt 84, S��-Division, Orono
I'est hole number� Date test hole was prepared 4-25-96•
�epth of hole bottom�inches. Diameter of hole 6 inches.
�4IL DATA FROM TEST AnL
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay Ioam
�fethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 in . Date and hour of initial
vater filling 4-25-96, 4:OO�m. Depth of initial water filling is 2 '1 inches above the hole bottom.
�iethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic si�hon•
•Zaximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate, � I
Time , Time interval,min inches inches minutes r inch , Remarks
9:00 refill 6 � (
�
I �
9:19 9:34 6 5-1/2 2.7 I 15 min
9:55 10:10 6 5-1/2 2_7 � 15 min I
10:13 10:28 6 5-1/2 2_7 j 15 min
i
�rcolation rate=�,7 minutes per inch.
� �CERTIFICATION N0.627
STA,TE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,��on 26-96 starting at •29• Oam•
Test hole location�Iilloway Cor�. Lot 3, Co Rd 19 & 84, Sub-Divi�ion,Orono
Test hole number�. Date test hole was prepared 4-25-96•
Depth of hole bottom�inches. Diameter of hole 6 inches.
�OIL DATA FROM TEST HOLF, -
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoii dark brown loam
Method of scratching sidewall is�ife. Depth of gravel in bottom of hole is in h . Date and hour of initial
water filling 4-25-96, 4:OOpm. Depth of initial water filling is i h 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 6 inches.
Measurement, Drop in water levei, Percolation rate, �
Time i Time interval,min inches inches minutes er inch Remarks �
9:00 refill 6
9:20 9:35 6 5-1/2 2.7 15 min
9:54 10:09 6 5-1/2 2.7 15 min
10:14 10:29 6 5-1/2 2.7 15 min
Percolation rate=�7 minutes per inch.
. • ' � •
�CERTIFICATION N0.627
STATF,LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing In� on 4-2�96 starting at •9•21am•
Test hole location$illowa orp L.n�3,Co Rd 19 & 84 ub-Division, Orono
Test hole number 4. Date test hole was prepared 426-96•
Depth of hole bottom�2 inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Vlethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
,vater filling 4-25-96,4:00�. Depth of initial water filling is 2 i h above the hole bottom.
viethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic siphon.
vlaximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks I
9:00 refi I I 6 I
9:21 9:36 6 5 3 15 min
9:53 10:08 6 43/4 32 15 min
10:15 10:30 6 4-518 3.2 15 min
'ercolation rate=3 1 minutes per inch.
,
� .
��ERTffICATION NU.627
STATF LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 4-26-96 starting at •9•22�m•
Test hole location�illoway Cor,� Lot 3,Co Rd 19& 84 Sub-Division, Orono
Test hole number�,. Date test hole was prepared 4 � 6
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 knife. Depth of gravel in bottom of hole is '2 mches. Date and hour of initial
water filling 425-96�4:OO�m. Depth of initial water filling is 2 ia above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth above hole bottom during test is�inches.
Measurement, I Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
9:00 refi I I 6
9:22 9:37 6 ( 5-1/2 2.7 15 min
9:52 10:07 6 5-1/2 2.7 15 min
10:16 10:31 6 5-1/2 2.7 15 min
I
?ercolation rate=?c,�minutes per inch.
• ' w
. � . �
�{
,,,�;ERTIFICATION NU.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc, on 4-26-96 starting at •23
Test hole location Aillowa Corp Lot 3,�'o Rd 19 & 84 Suh-nivici�n, rono
Test hole number 6. Date test hole was prepared 4-25-96.
Depth of hole bottom 12 inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOL
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 'mches. Date and hour of initial
water filling 425-96,4:OOpm. Depth of initial water filling is 12 inches above the hole bottom.
Vlethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
1�faximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
9:00 refili 6
9:23 9:38 6 2-3/8 6.3 15 min
9:51 10:06 6 2-1/4 6.7 15 min
10:17 10:32 6 2-1/4 6.7 15 min
'ercolation rate=�6 minutes per inch.
� .
PERFORATED LOAMY SAND CAP '� � �
LAYER OF GEOTEXTIIE
��,,.�,1 _ �ATERALS fABRIC PERFORATED LA7ERAl. �' •
,��~, ��.=.�� ';�w� •....., , ••...•, GRA55 COVEFi 6 INCHES
SANDY LOAPA SOIL '� , '^ �;.�f!'�.�:• 7oP50i�.
' .' Y � �• ����.�.�•` CIEAN SAND Flll � _,.
. ••.�� ,�, �+ ;;�.✓•:�. '
�' � �/.:'��I '�•i;!.. MAXIMUM SLOP[-----
. 'Y,� 3 TO I .
LAYER OF GEOTEXT��E �, �'� ;Jr •tti �� f ,• �� ' ' �, s�oP
FABRIC OR 4 INCHES OF ''' ;•,,, ,,�'.�y� ;� To��� ` Pi.owEo oR /+ �vE ZN�rR��NES 4�
HAY COVERED BY � % ' . � �' D�SKED SURfACE
BUILDING PAPER ..�'r�` ' ��j'r�:��/ � �/�� uosoi� •
��� �R 2- .��1'•;�•- �;�,,,�/ •� CROSS SECTION A-A
PIPE �'ROM PUMP�:�:�,:.+ ' ���� i:/ �' '� �'�
.�
�,•• �/ .';�/'/••! i :' ,/� �!
3/'_Z�/ . ,•� , / /./ ' ' l,�'� ./ vuMPING�C AMOER
9 � '••..:
CLEAN F�OCK �;.�L'� � �-�!•' � � /i� � DIVERSION FOR . w �
6" TOPSOIL� .' i� ��' ��� ,� �. SURFACE WATER _
.,: . .f� � // `, � _ � , I //
..,.. �� ;f/ >r — �r�— — —;—� — --
--. ��: '��-- �'` . � ��� �?'='� � ' I�
�� + '."�' •� '• 3 �'• - PERFORATEO ; ' I
?'��� --�`�� �.���"9"/ �� Ml�x. ( ,�� CATERALS ' � � I .
- � � � 1 1
�• ��� '�`a�, , `•��',: , �
� '/ -�� � .~'�,J� ?�"�:r:. ••. �.�,!'a�; — ' ; . I
�� • �p . . � , i
•�lf S pE ::;►,�;, , .,:�'�;, ,
� . i�';�:�•.+�M•.�:;, '
�: ,'al�:i1i`��r:.<:�.4 I � ! � I S
SqNp qN . _. =--. .,,�,,.,:.�. � .
F� `$ �,�� 36„ `,��� :.'••> BEO AREA � ' '..� �
l� Op � �, �1, L=� ��:�• �I ; �
gRpk q �R :;�.�,�,��;r: — '� ;--- �� � � :_
EN �p ���' -�- - .�:-,:^�� �. : � ; ; ; � o :—
B NqTU ..:'.� , A — ; � � �n w . a
R�ER �l ,....:,�-' � _ —
A� Rq � ' x ; ii � °°
AY�R � _ _ � � i � i � � � ,
; � I
o..,r o '
' _ INCN�a � � � INCH �—
LAYOUT Of PERFORATEO PIPE LATERA�S FOF2 _ � � ' ; I —
PRESSURE OISTRIBUTION IN MOUNO —• ; '
• �—�— — —�—� .
�
OIKE�0 FEET�_p�KE
PERFORATEU P�ASTIC PIPE -- MAX.
� � — TOTAI WIDTN
A�1N� .1..1. 1
�ONR ENTER.NP RFORADION• RfORAfION SP I . . � ,
VIEW 5�2E� ►;MY BE �/ic: 'ht, 6• is PE PLAN VIEW
OR /�, 1
2�MANIFOLO � END PERFOAATION OF A PERFORATEO IATERAL
, PIPE --
/
PERfORATI0N5 ON DOTTOM OF �� G�o�� tova
PLASTIC P�PE T.o.,u ��
�S
_ QQ., � �7r.r i.\ •..;.,.i, . . .. . .
._+^ ( .Larw d Gwiuill� FoDrlc (K 1ar•
/ .�r =�lA`TERNATE LOCATION � ., �0����0�~ .`1M�����N��M°"'c�v«�e
OF PIPE FROM PUMP)
i +—Pola �ion Dr�I�eJ Harltonlallr
� ` • • bio C p 1Mm Top .
���/i Plu� � M l�o�l 12�lo Edp�
EN� caP 9p• /�/ ERA� i H« .,. �,�ai� .i Aou �o�.,
f \� ��....
/ �A ', �� � ,'� .�.� .. -Pwla�llm�Local�d ol
� �E� Baltww �1 l�l�rol
� RA 2�PIPE FROM . ;ti�.' c�.on sona Ur.�
. -�/� nF PERF� PUMPING CHAMBER '� u
. s • .
�'
�` F-8
• � � � ,
REOW000, CEDA� OR
WATER TIGHT 8� LOCKABIE EIECTRiC BOX—� TREATED POST (4 x 4 minl '
PLUGS OR ELECTRIC CONNEC710NS---- �ALL ELECTRIC CONNECTIONS MADE
2' PVC CONDUIT SCHEDULE 80 �.,_. INSIDE 80X
MANNOLE COVER CHAINED Q LOCKED 6��� LOOP OF POWER CORO FOR
SETTLEMENT
SEALED MANHOLE RINGS .FINAL GRADE
�
�` AT LEAST 12� '� �
� BEIOW GRAOE
UN I ON
WIRE FROM PO'+�'ER SUPPLY
PIPE IS LAID ON A UNIFORM SIOPE FROM
FbR PROPER NORAINBACK��7REATMENT MEA
,` �–IF PIPE AT TANK MUST 8E LOWER THAN
SEALED TANK COVER UNION. TO GET ELEVATION FOR ORAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST �E USEO
WITH ANCHOR — WEEP HOLE
AIARM FLOAT ON SEPARATE
ELECTRICAL C�RCUIT
NOTES� EIECTRICAL WIRE FRCM POWER SUPPLY
. S�RT �FV�,9_— � _ Mt1ST NOT RUN OVER ANY TANKS BUT
–7 T ' MUST BE LAID BESICE 0T11ER TANKS
3.J Y `� AND N�UST BE PLl10ED IN CONOUIT
ALONG POST _
$F{UT-OFF L,E��Q_ _ _ _ ELEGTRICAI. CORDS FROM PUMP AND
FLOATS MUST BE RUP� THROUGN
CONDUIT. WIRES CAN�dOT HAVE GROUND
PUMP CONTROI FlOAT CONTAGT.
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Figure F-8
.
METAL
COVER
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MANHOLE '
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� METHODS OF SECURING MANHOLE COVER TO PREVENT
I
i UNAUTHORIZED ENTRY
, Figure C-14 .
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VERTICAL SIDEWALL SEPTIC TANK
/—FINISHED GRADE
--AT LEAST 6"TO 12" SOIL AT LEAST
4" OIA. � COVER 4r ��A•�
��- AT LEAST 1"
M� AT LEAST I"
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�i A DIMENSIONS FOR TANKS W17H VERTICAL SIOES A
—� WIDTH, W 24� MINIMUM
' IENGTH' L 2 TO 3 TIMES THE WIDTH
B D�AMETER 60� MINIMUM :
� � DEPTH, 0 30' MINIMUM• 78� MAXIMUM C �
A 0.2 �
- -AT LEAST g 6� MINIMUM; 0.2 0 MAXIMUM _ 6" —
3� c o a o
- -------- ----AT LEAST 4 FEET- -^
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.� '�: _ , , ., ` I� :� ir
�, �;;_,OUTLET LEVEL ,;�,�,Zi � :
i'. _.. _—•- — _ _ — ;� ;i
_.__ SCUM CLEAR SPACE — � ;, CLEAfV OUT TANfc Wr�EN�
; — � — — -•� �_��t• �; � IS 3' OR LESS OR
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- - �j� g '8'IS 12�OR LESS
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Y' � ���°���•<:•:•:.•�. SLUDGE • . . . ,i. �:, DISTINGUISHES SLVOGE
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._.. � �.c�
;�''. �.L�::• ''�'"•
MEASURE SCUM AND SLUDGE ACCUMULATIONS
i N THE SEPTIC TANK
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� �����°'��%�'� ��� \� ,_ � • P�J?ERTY CF: N�L.�.owA�r Lrz�
IRM; Sw�wts� Cc�,vER ZaoN OF coT.; tn� � �}; •;'�• 1 — SO �
�Percolotion Tests Scale� 1
� �c- 99�.S lu�Me�) ��`�`�����a 11'�_ '� XSoii Borings �,�� 1��- `�y ��-��il���o ti5 �
� �(��°2�E;'�' , ��Benct: Mark ��3, -c��.o�L'1. , O�ouo t�sS . i
1 �c•^`� `'� `� Note� This system is io be canstructed to meet �h'� ��" �
i - �� � the Mnnesoca Pollution Conirol Agency �
� s-P rEsriivc iivc,-
Chapter 7080 & Local Ordinance �.
oes}gned 6y: ���- �, i�:.�---
Note : Check all underground utilities D�e:.1/�/2.� �-t.6r2-497-3566 1
-�y�-
-3 _ -,� � ..
_ - ` � - ` _
�� 1J�f l.sd� R-�c.`L UGp —� � -
r� . 55
i � _� '�- v�•� 3.S �f��°_.L'o ouo 3_�_ 5 0�-)�cbl
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• � � O` � �p' r.�o�-�l-�
S�T- BACKS � � �y � soil-rvr.
� 4 '
HOUSE Syslem must be�
Tank �a� from property lines >C- SF���o,.-� ���SY'1� w�oT� .
f��. As�M�v.�-r �5� from wel!s �
�ni,4��--ov'� �J from b'c'gs.
�-���p„ irea�men` orea =�f:� laxes , ._� streams � ���;�� supply and switches m.,st be located in a
Treetment area �o� from propert tines
, ,� , y weather proo` encAs;ue o�rtside the pumping chamber and manhole
,�1�.�µ��,:5 m:�n t�.' �� from we:ls
. ;� ._ Cacr F,« �o 'jrom b!dgs.
?'� :;I� �� 'from trees �,} SOIL BORInG ELEVATIO\S
;i . , , I ��, �, c �� ��
� !i � i � ' — �r
.�o„min.—�--'.� . TH"I EL,- oo�.S =tU (.-�o0�,.'1
. j a „do.su t t- �ao. grece 5°/,Th 2F�,�o�a.p �l� -rvoc,.S
� iank � Tank I ::� -�o s°• ��a-� TH:'3 EL-�oo�s
Droo to Tank I I PRESSURE D[STRIBLlTION MOUND SYSTEM .i.�»� ��_loo�A
� ��
. - Min. I�fo S� �R;mp�ng Tt-i`5 EL-�ooa.�
Mcx.l��to4� � ���P ��=�Y-S SN��--ti--o� Chamber EI.�lAT10V ot PRO?OSED P��ti'.?;�\;
�4�106��dia.pipe - C:-{A�:6�n- oi .o��co �•�w+�-�oo�.o
_ _ . _ A�4Y�orv, . -{o'P oxr 'fiw��c-J�30,0
SYSTEM DES!GN -MOUND ' �� Lo�� j`yv�-�'"�.�
TYPE-�, �. BEDft00M , Ave�age percolafion rate�_min./irch (design.83sa_ft treaiment area pergal,of daily sewo� flaw)
. �� gal./day x.83sq.ft�gal. �aa- sq.ft.of treotment oreo T IO% =��.sq.f1. (.= IOft.width=.S��ft.izngth ofb2d erea Ts�de s!ope run�to 1 x3_� h�igr= ��ft.x2�ft.lawn•cleo needed)
Clean rock needed- �_sc�.ft.treatm�t area x l.v S� �=pth c�rocSc�.!�cu.ft=27= a� cu.yds.(3/4�to 21/��dia. ,indudes 2�of rxk above pipe) �
�°��`'� Cleon sond fill below rock needed a3D cv.yds. o;prox. , sondy loom b^_ck fili�C_a_yds.opprox., topsoil 6�� �a w.yd. Rv�• �B�� p� - ���" �
W�stt�o ¢=����.��=to _Aao_�o'7c =Co_-�oP So��.EoF-._1F_R�1.�Jt.H4—S�����Y�)
Number of ianks r2quired a , ist fonk�gol. ,2ndtenk ov� 9ol.minmms Fuis P�mP►Nv �-��mpEg- . .
Pump�ng chamher capacity- 25% of do;!y sev,age ffcw of '� � ga1.=L��gai.+resern s'oroge of 150�?]./B�..1�_gal.+pipe t�ocfc dr�r�oge— pROPcR7Y G•": u,��o aw ov�.
of i cs gol./IOOlin.ft.o`a�dia. s.iPaY Pipe, lin.ft.needed �� , �_gol i mon;�o'd�.go�./1001?n`t of�udio.pipe,lnftnecded 7 ,�Qo'• ;�,�o i�� u c,,�.--,, �s�o •
total capacity nec-ced �-�3 gai.(Plus ar� for pump) �s� r+,�n. �g°+I.cap. ' �O'f 3 �-0�� '� �'�� �'"`'
� Distribution = �����da. �`�� lin.f�., �a dio. perferot;cns 3��opc�t N-��. GG•
�P ' 3� a,a,� I r.,,r,. , S—P TEST�NG /�1/C.
Pump s¢e >>� hp. (p��mpahle ca�city �03 gol. 4cycies/day) �.1�� �`1 � H:f'o Pa.Ess ���5�_}d�t'��
No'e � \'lhen cortslrucling bed - , tr�s area shoud be stwped Note� Oistonce trom treah-n?nt erea lo neighy-.�inq v,�!Is— � pe$�Sne� 'y� �-`�3• � `-",�''-";
1��=�'S`G� -����-1 /o o� � •
to cive�l run-o`f (rom en;ering sreotmznt area. ; �e�e�..�/�/� , P�i• 6�2"597-3505
/ =-O �\
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� ;: ,;,.�.. �, C ITY of ORONO
� ;; ,�lS� MunicipalOftices
'�� - �.; G
� � � � � .� �,� Street Add�ess: Mailing Address:
9$'EggOg',%� 2750 Kelley Parkway P.O. Box 66
-__—"'� Orono, MN 55356 Crystal Bay, MN 55323-0066
June 14, 2001
Allen Friedland
4755 Bayside Rd
Maple Plain, NfN 55359
Dear Homeowner:
This letter is regarding the final inspection of your septic system. We still need to do a final
inspection on the pump and alarm on your septic system. We need to varify that the pumps are
working in your septic tank and the pump alarm works. The alarm is installed in your house so
we will need to set up a time with you or set up a time with your septic contractor to view it.
If you have any questions or to schedule a time to inspect your septic please call the number
listed above.
Sincerely,
"�,��
Matt Bolterman
On-site Septic Manager
.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
V DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC ?, SCHEOULED - a � ����
PERMIT NO. �✓��� COMPLETED +b� �� ' � t�
ADDRESS �7�� c` .a c�
OWNER A� F(� �'�fS 1�c�� CONTR. v���ci C�
TELEPHONE N0.
� DESCRIPTION ���f.�.. �.��I
� 01 FOOTING 11 MECHANICAL RI 18 EXCA�I/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 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 RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES�NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. O PHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlCon�ractor on site:
Inspector. tJ�C�..� � ��r���^���—
White Copy/lnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN I�-3-� f ; �a
INSPECTION N TIC SCHEDULED l��� -�'`' �•� �
PERMIT NO. ��� c �� . COMPLETED � � '� � �� �
ADDRESS ` ✓ � `�-
OWNER �I1���i �v''�C�c�a�v/r➢It � CONTR. VrRGO Ctrv15�'d?l(G�'i�O�I
TELEPHONENO. �lCi�bS�Z � I/a��4C�� / �
� DESCRIPTION _ I�Q�Wl1 �
lu 01 FOOTING 1 ECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
h 07 DEMO-SITE 27 SEPTIC . 21 COMPLAINT
v 07 DEMO-FINAL 1 PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 2 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN
INSPECTOR WILL RETURN
Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
[1 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for e next i pection 24 hours in advance. 249-46��
OwnerlContr t , o�si :
Inspector. �`�r
White Copylinspecior's File Canary CopylSite Notice
���J'Jr.{ilVl.
White Copyllnspector's File Canary CopylSite Notice f
DATE TIME
CITY OF ORONO CALLED IN f U `��°`' ��3 c7
INSPECTION TICE SCHEDULED �� .5'om 8;•T�'='
PERMiT NO. ��s��._ COMPLETED f0•-`i��`v `��d�
ADDRESS 1SS �'�ysr�c= ���ra�
OWNER �� �c k 1�-vtc(c�2 CONTR. ��G c� ��y':;1�.
TELEPHONE NO.
� DESCRIPTION ?��Gcl�e�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
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 SEPTI AINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
Q ----
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: I Q�� b�` R C3
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� ❑ CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY
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� BEFORE COVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN
INSPECTOR WILL RETURN
Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next' spection 24 hours in advance. 249-4600
OwnerlContr c on s' .
Inspector. �. �
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �� �-�� R��
INSPECTION NOTICE F� SCHEDULED ��-5-�� 2��d
PERMIT NO. �f'Q�O 7 a COMPLETED /C "'�v-da Z;0�
ADDRESS �7 J 5 �'4�5 i�L�4
OWNER W�����►���� CONTR. V i,2� D ��nSf-
TELEPHONE NO.
� DESCRIPTION ' I ►�"v1 vL�
ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
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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
J 07 DEMO-FINA� 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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� BEFORECOVERING PERMANENT
Cl CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
C] STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE / TIME �
CITY OF ORONO CALLED IN ��`��- "�' /2' -3 V
INSPECTION NOTICE C� SCHEDULED � -' -Ov /-�� �
PERMITNO�� .� � �J COMPLETED G � �� �
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OWNER � CONTR.
TELEPHONE NO. ��S ���D �
� DESCRIPTION ��
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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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 P 23 SEPTIC FINAL 35 HARD COVER REMOVAL
36 FOUNDATION/REMOVAL
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