HomeMy WebLinkAbout2016-01108 - new septic CITY OF ORONO * z 0 1 6 - 0 1 1 0 8 *
� 2750 KELLEY PARKWAY DATE ISSUED: 10/i U2016
' ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 135 LUCE LINE RIDGE
PIN : 31-118-23-34-0007
LEGAL DESC : PAINTERS CREEK
: LOT 005 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
NOTE: PRECAST CONCRETE TANIGS
2-EXISTING AND 1-NEW
1000, 1000 1500 SPLIT
MOUND
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
HAYES&SONS EXC.INC. Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE,MN 55303-
(763)479-1762
Minnesota State License#: sept-L640
OWI�TER
JOHNSRUD,MICHAEL&SUZANNE
135 LUCE LINE RIDGE
MAPLE PLAIN,MN 55359-
AGREEMENT AND SWORI�i STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Buiiding Code. This permit is for only the work described and dces
not grant permission for additional or related work which requires separate
pertnits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any ti or du cause. ���
/ U '��� ��c�� ��-c��'f� � °i ��� l�
Applicant Permitee ' ure Date Issued By Signature Date
��� `' City of Orono OR CITY USE ONLY
�'� N��°
O `,, P P.O.Box 66 _� /�
� 2750 Kelley Parkway Date Received: %
�,�, � Crystal Bay,MN 55323 Permit# �0/�O—���C/
�� ' t�? Phone:(952)249-4600
�`''�rs�ioF`.% Fax: (952)249-4616 Approved By:
~ Amount$:
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
Site Address: ` '`� � �--� � �--', �'`�- 2 � `" �
Owner: �m � l�� �b �►�S ✓'�� Mailing Address:
City: Zip:
Home Phone: Alternate Phone: (� 1 �Z `� !o O � �o � U �
�� � 1�
Contractor/Applicant Information:
Contractor/App: -e ' "�S✓►��-5 Contact Person: �'�
Address: Zi� 3 �2-� S'd`' � Er�' State License #: �- �v `��
City: ��'I ��s-c Zip: S `3 Expiration Date: ����
Phone: � �v � - Alternate Phone:
TYPES OF OCCUPANCY
i
lResidential ❑ Commercial ❑ Other
�.
�
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
Tanks:
_' recast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks: � ' �x�S-��hs' l` �°2W
Size of Tanks: >�(�� �(��I� 1��� j'��
Type of Activity:
❑ Trenches ��Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
�
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. R������D
sEP o 9 zo�s
Paye� C1TY QF pRONO
� � .,��--�t, ,f e�ai C,�'�S'�:4� F � _ .+1g,.3,.�.3 "`- •
3
��
New or Replacement System $400.00
Repair Existing System 100.00
(Tanks or Drainfield) �_!`
Total $ �
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, tr correct.
� ---.-_.�..._ �,� � �. � �
Signature of Applicant � �„����..�..�._ Date:
MPCA License No.: L (�� ��(�
StafF Review: ccept Denied
Reviewer: Date:
Reason for DeniaL•
Comments (to be printed on inspection card):
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.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued 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.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
to x�"o ���� ��
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,l�.e w' !,5'D 0 S��r �" �ac��ad'c�S = !0 0�Pv�io
�� � �/�'�Lashinski Services, Incorporated M.P.C.A. Certi�cate # 65
i �
� 1326 lb1'`A��e. Andover, MN 55304
�1 , �� Oftice: (763)43�-3915
Fax: (763)�134-7152
CITY OF ORONQ
SEPTIC PE IT PLAN I W RECEIVEp
INSPECT R
TE P .RMIT NO. 4,�./�d ���' �Q � �Q�6
A PROVF.D AS S[;BMITTED
,�ugust�8. ?O 1 G ��T q pROVET)CO`RRBCT&R StiBM TT� CITY OF ORONO
Thcsc commcnts arc for your informatioq, Al!work shxll bc done
Patrick Doolittle in fuil compliance with ul!uppiicaiblc scptic und zoning cado,
13S LuCe �,111e�'tiClg� k�.�quiremenis including items not specifically noteJ in this review.
Qioilo iYIN SS�59 ���=�!'TFUS PLAN SCT ON SITE AT ALL T1��1GS
'Tl�e onsite se��age treatment sy�stem at S 35 Luce Line Ridge in Orotto is designed for a type l.
four-bedroom home in accord�ice��°ith the hlinnesota 1'oI[ution C'ontrol A�ency {M.P.�..A.)
chapter 7080 and local ordinances. �l'he ma�iinum daily flow for this s}�stem must i�ot exceed 600
GPD.
The e�isting tanks are�vatertight a�id can therefore be reused. They�must,hotiever, be pumped
and inspected at time of construction to eusure Chey conforin to MPCA Chapter 7Q80. The
baCfles should be checked. An additional 500-gallon septic tank���ill need to be installed as well
as a 1000-�allon pumpin�chamber to lift the effluent to the proposed systern. These tanks must
be supplied b��an MPCA certified supplier ai�d must be a registered tank. The manhale cu�•ers
on eac'1� tarik rniisi be broueht to tlle surface for future maintenance ai�d inust be insulated. If tlie
tanl:s are instalied w ith less tl�a�i 2�"of cover.they�7iust be i�nsulated to an R-valiie of 14. All
plirmbing in and out c�f the ta�iks niust be 4" 5�hedule#40 PVC.
An elevated mottnd s�stem should be installed in tl�e area of soil borings#2-#3. T`he soils in the
area are classified as LesCer loan� �-ith redo�'s�norphic inottling observed at a deptl�of 24".
'1'welve inches of ctean uashed sand must be instailed beneath the rockbed, with 6-inches of'l�"-1
'/''rock. Three 1 '/z" laterals sl�oufd be installed�vith 7132"perforations every 36". The s}stem
should be installed as dra�n an the attacl�ed site pian and must be at least 10-feet from the
vroperty lines. Tlae entire lateral i7�ust be installed level and dle materials clean as per MPCA
chapter 70s0. It is the homeo�vner`s responsibility to establish ground covering over the
proposed system to prevent freezing andlor soil erosion.
A�eep well is located to the front of the house greater tl�an �0-teet from the proposed septic tank
and drainficld locations. All neighboring wells are ]ocated greater than 100-feet from the
propc�s�d sep2ic ln�atian. It is the homea���ner`s responsibility to locate and disclose an}�wells
�vithin 100-feet ofthe proposed septic site.
"I'he pawer supply and sc��itches for the 1ift pump rnust be locatecl outside the manhole in a
weatherproof enclosure. A tivarniiig det�ice must bt i�lstalled���ith both audible and visual alert in
case�f�ump failure. Tl�e (ift pump must have au event coui�ter,or elapsed rime meter,to
n�ouitor flow into tlie drainfield. Tlle pressurized force main from the pump to the treatment area
must be sloped ta allo�� for drain hack aiad pr���ent freezing.
�HIS SYSTEM tS DEStGNED fOR
,,,�BEDROOMS. ANY 1NCREASE iN NUMBER
OF BEDROOMS UVYAl1DATES THIS DESIGN.
Keep all heavy equipmeat off tne �ropased treatment area before and after construction.
The treatment area sliould be marked off and protected before construction. It is the
homeowner's responsibilit�� to protect the proposed treatment area,failure to do so can
result in this design b�ing in�-alid and the system needing to be relocated.
Nothing otller than human ��ast�;Toile2 tissue, laundr��.sho���ers,���ater softeners, etc. should be
disposed into the septic ta�iks. Iran filters must be diverted out of the system. Garbage
disposals are not recommended�due to adding mora solids and fine solids passing through the
tanks and into the t�af�nen�area. E�cessive amawrts of s��aps,cleaning agents, and chloriue may
l:ill the bacteria necd�ttt�'ts'tP�ai"�'eptic efi7uent. We recom�nend usin� liquid laundry and dish
soap instead of powder,�;Additives should not be used.
Each tank must be pumped and cleaned through the manhoie covers ane year after
construction,then at least once every three��ears b��a certified and licensed contractor.
The system should'�be 1r�aiutainecl�-earl��. With proper installatian and maintenance,this
system should have no problem treating effluent properl�.
Sinc � , .
�� ;���.
. � �
R��an Lashinski
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� Hennepin Caunty Property Map
Dat�e:8/29/2016
enchmark=Top oi second septic
ank. Assumed e��v =100'fl"
dditionai 500-gallon
eptic tankl?000-gallon 4
ift tank : �
500 sq.ft pressurized
�n�und w/�2`"washed B#1
tsanci.6"rock a�d 11f�"
�atsrals. 1/d"
erforations eve 36"
��,�, iating tanks-
� p end reuse.
B#2 `
3
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B#3
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1 inch=�0 feet
PARCEL ID: 3111823340007 Comments:
OWNER NAME:Patridc DoolftUe
PARGEL ADDRESS: 135 Luce Line Ridge, Orono MN 55359
PARCEL AREA:2.68 acres, 116,619 sq ft
ArT B:Absiract
SALE PRICE:$260,000 _
SALE DATA: 12/2015
SALE CODE:Exduded From Ratio Studies Th+s date�i)fs furnfshed'AB IS�wnn no
represe�tatlon as to aanpleteneas or
ASSESSED 2015,PAYABLE 2016 socuracy;(N)ief�rnlshed wlthno
warranty of any kind;and(ii�)t�notauftahle
PROPERTY TYPE: RB8idetttlel br lagal,anginee�ing or surveylnp purposeF.
HOMESTEAD:Homestead Hennepin CounfyshaN not bellaWeforany
MARKET VALUE: $521,000 demage,injury a loss re�ultlng irom this data.
TAX TOTAL: $6,201•OS COpYRIGHT�HENNEPIN
couNTv 2o�s
ASSESSED 2016,PAYABLE 2017
PROPERTY TYPE: Residential
H4MESTEAD: Non-homestead
MARKET VALUE: $260,000
_ _ _ _
UNIVERSITY �y�TP Soi! Observation Log �� �� �
�� ��� ���. .
OF MI N NESOTA Project I�: �05.13.14 =� �v��--
Clientl Address: 135 Luce Line Ridge Legat Description/ GPS:
Soil parent materiat(s): (Check alt that apply) [O oucwasn ❑�aa,strirre ❑t.oess ❑ru ❑��uv�um ❑eedrock ❑oryanic�
Landscape Position: (check one) O summK ❑�ou�er ❑Badc/s�de sbpe p Foot slope J Tce siope Stope shape
Ve�etation Grass Soil survey map u�its L41 E Stope% 2.0 Elevatian:
eather Conditions/Time of Day: sunny Date
Observatian#/Location: SB#1 Observation Type: Auger
Rack I--------Structure-----------I
Depth (in) Texture F�� � Matrix Coior(s) Mottle Color(s) Redox Kind{s) Indicator(s) Shape Grade Cvnsistence
, ,
0-10 toam �35� � 10YR 3i4 , Blacky Moderate Friable
, _ ; _ , . ! .
: �
-28 Loam ' �35% 10YR 4/4 � Blocky Moderate Friable
� .
-3b Clay Loam I <35% , 10YR 5/4 � ; ,; Btocky ; Moderate Firm
;
� ;
:Concentrations,
: Clay loam i 10YR 6!2 10YR 5/8 I depletions ;
,
�
; : . . .
� ,
i
i ' ' ,
,
,
_ _ _ __ _ ; _ __ . _ _ . __ : .
i � ' :
� I '
� � ' '
Comments Redaximorphic mottling at 24".
I hereby certify that i have completed this work in accardan , alt le dinances,rtiles and laws.
��� ' (� � r� Y'J
1
(Oesi ner/!n tor 5i nature) Lieense# (Date
� .
, '
Additional Soil Observation Lo�s �� �`�����{�:. "
Project tD: �� .����-��.�--.-
Client/ Address: 135 Luce Line Ridge Legal Description/ GPS: �
Soil parent mate�ial(s): (Check atl that appty) C�outwasr, (_7 tacustrine ❑�.oess I��n ❑Alluwum ❑eedrock ;7 Orqanic Matter
Landscape Position: (check one) ❑Summ�t ❑Shoufder C��sack/side S�ope C7 Foot s�ope �Toe s�c�e Slope shape
Vegetation grass Soil survey map units L41E Slope% 15.0 Etevation:
Weather Gonditions/Tirr�e of Day: wnny Date
Observation#/location: SB#2 Observation Type: Auger
Rock I--------Structure•-.-___.___�
Depth(in) Texture Frag.% �trix Color(s) Mottle Calor(s) Redox Kind(s} indicator(s} Sha Grade Consistence
0-1Q , Loam <35% 10YR 3/4 Blocky Moderate Friable
;
-28 i Loam <35% ; 10YR 414 Btocky Moderate Friable
-36 ' Clay Laam i <35% j 10YR 5!4 Btocky Moderate ; Firm
, , Zoncentrations,
; Clay Loam ; i 10YR 6/2 10YR 5/8 depletions ;
I Single grain Weak ' Loose
i
Comments Reda�cimorphic mottli�at 24".
Observatian#tLocation: 56#3 elev. Ohservatiai Type: Auger
Depth (1n} Texture ROCk Matrix�olor(s) Mottle Color(s) Redox Kind(s) Indicator�s) �""""5tructure-----------I
Frag.95 Shape Grade Consistence
0-10 � Loam <35% 101(R 3/d j � � Blatky Maierate Friable
; _ � _
� _ , _
-28 � Loam <35% 10YR 4J4 ' ', Btocky Moderate Friable
; _ ; _ _ _ _ _ _ _ . _ _ _ _ _
-36 j Ctay loam <35% tOYR 5/4 � , Blocky Moderate Firm
_ i _ _ . Concentrations, ' _. , _ __ ___
� Clay loam 10Yii 6/2 10YR 5/8
!_ _ . _ - —____. _.. _ . _ deoletions .
_ _ � __ ___ _ ___ ___ : i ' �........
fi
Comments Redoximorpic mottling at 24"
�"����� UN IYERSITY
MlnnesotaPollutbn OSTP Design Summary Worksheet
Cw�trolAqency OF MINNESOTA .'"-.�
Property Owner/Client: Patrick Doolittle Project ID:��v 05.13.14
59te Address: 135 Luce Line Ridge Date:��
1. DE51GN FLOW ANp TANKS
A. Destgn Ftow: 600 Gallons Per Day(GPD) Note: The estlmoted design flow fs considered a peak ftow rate
fnc[uding a saJety factor.Far long rerm performance, the avervge
8. Septic Tonks: datly fiow ts recommended to be<b0%of this mlue.
Minimum Gode Required Septic Tank Capacity: 2500 Gallons,in �Tanks or Compartments
Recommended Septic Tank Capactty: 2500 Gatlons,in �Tanks or Compartments
Effluent Screen:C� Alarm:�
C. Holding Tanks Oniy:
MiMmum Code Required Capadty:�Gallons,in �Tanks
DesSgner Recommende�Capacity:�Gatlons,in �Tanks
Type of High Level Alarm:
D. Pump Tank f Capacity�Code Minimum): 1000 Gallons Pump Tonk 2 Capadty(Code Minimum): ��Gallons
Pump Tank i Capacity�Designer Rec): 1000 Gallons Pump Tank 2 Capacity(Designer Rec): �_]Gallons
Pump 1 38.0 GPM Total Head 10.8 ft Pump 2 30.0 GPM Totat Head 9.8 ft
Suppty Pipe Dia. 2.00 in Dose Volume: 100.0 gal Supply Pipe Dfa. 2.00 in Dase Votume:��gat
2. SYSTEM IYPE
OTrend, Oead �rwu�uJ (�at-Graee OGrawty Diso-�mon �vressise Dismb�on-Leve! QPrassure uKmbutlon-UNevel
Oor� p►�oki+ngTa�c Ooaxr � *Selection Repuired Benchmark Elevation: 100'0" ft
Bencfimark Location: Top of septic tank �
System Type Type of Distribution Media:
(]Type i ❑Type 11 ❑Typa IU ❑Type Iv ❑TYpe V O��d Rodc DRcg�uced 7reamier�t Me�e:
3. S17E EY7lLUAT10N.
A. Depth to Ltmiting Layer. 24 in 2.0 tt B. Measured Land Stope%: 13.0 96
C. Elevation of Limittng layer. 0. 5oil Texture: loam �
E, Loc.of Restridve Elevation: F. Soil Hyd.Loading Rate: 0,78 GPDlftz
G. Minimum Required Separation: 3b in 3.0 ft H, Perc Rate:�MPI
I, tode Maximum Depth of System: Mound in Commenu:
4. DES16N SUMh6ARY
Trench Desfgn Summary
Dispersal Area�ftz 5idewall Depth�in Trench WfdthC�ft
Total lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in
Contour Loading Rate�ft Designer's hM�c Ttench Depth�in
Bed Design Summary
Absorptfon Area0ft2 Depth of sidewatl�in Code Maximum Bed Depth�in
Bed Width�ft Bed Lengthr_�ft Designer's Max Bed Depth�in
.
`�'� � � OSTP Design Summary Worksheet UNIVERSITY
�ca uo�A n�cw" aF M�Nrr�soTa -� �,,,
9 ^tY M '\,_.
Mourtd Design Summary
A6sorption Bed Area 5pp,0 ft� Bed Length 50.0 ft Bed Width �p,p �
Absorption Width 2p,p tt Clean 5and Lift t,p ft Berm Width (0-1%) 12,0 };
Upslope Berm Width 6.0 ft Dow�stope Berm Width 26.1 ft fndslope Berm Width 18.0 ft
Totat System Length 86.0 ft Total System Width qp,� ft Contour Loadfng Rate 12,0 gaUft
At-Grade�esig�Summary
Absorption Bed width�� Absorption Bed Length�ft System Height�ft
tontour Loading Rate�gallft Upstope Berm Width�ft Downstope Berm Width�ft
Endslope Berm Width�ft System Length�ft System WidthC�ft
Level&Equal Pressure DistHbution Summary
No.af Perforated Laterats� Perforation Spacing�ft Pertoration DiameYer t/4 1n
Laterat Diameter Z.O� in Min.Delivered Volume 98 gal Maximum Delivered Volume 150 gat
Non-Level and Unequnl Pressure Distribution Summary
Elevation Pfpe Volume Pipe Length Perforation Size
(ft) Pipe Size(in) �gaUft► �ft) (in) Spadng(ft) Spacing�in)
Lateral 1 Minimum Detivered Votume
Lateral 2 ��al
Lateral3
Lateral a Maximum Delivered Volume
Lateral 5 ��al
Laterai 6
5, AddiNonal lnfo for Type IV/Rretreatment Deslgn
A. Calculate the organit IoudtrtS
1. Orgonlc loqding to Pretreatme»t Unit =Desfgn Flow X Estimoted SOD in mg/L fn the efftuent X 6.35+1,000,000
�9pd X �mg/L X 8.35+1,000�000= �lbs BOD/day
2. Type of Pretreatment Unit Being Installed:
3. Calwlate Soi(Treotment System Organlc toadlnq: 8pD conceniration aJter pretreatment T Bottom Area =tbs/day/ft=
�mg/l X 8.35+t,000,000 4 C�ft2 a �Ibslday/ft�
Comme�s/Special Design Considerations:
I hereby certify that I have completed this work in acwrda � a1t applicabte ordinances,rules and taws.
ttyan lashirnki �,, 65 Ot/00l00
(Designer) Signature) (License#) (Date)
_ ... _..._..
_ _ _ _ _ _ _ _ _. _ _ _
• `` C}STP Mound Design �
� :
UNIVERSiTY
Mlnnesota Pollution � -
Controf Agency
Worksheet > 1 / Slope OF IVIINNESOTA `.:-'-�:.��
1. SYSTEM SIZING: Project ID: v 05.13.14
A. Design Flow: 600 GPD TABL� IXa
Z �LOAO�RATES FOR DEtERMiNING 807TOM A[350R?TION AREI4
B. Soit Loading Rate: 0.78 GPD/ft � AN4 ABSORPTION RAT105 USiNt3 PERLOtJ1TtON 7'ESTS
C. Depth to Limiting Condition: 2.0 ft ; 7i�'�`��"`�� �"°'���,�-2,a,
j PeraoiNion.R�te ��� Ab�md ..� Fbuad :
D. Percent Land Slope: 15.0 � � �""�'� 'wc� "'"°'�'O" w�ee "�'p1�"P"'
; ts�ar�'f ""n° t�') "'e�°
E. Design Media Loading Rate: 1.2 GPD/ft2 �, _ , _ y
F. Mound Absorption Ratio: 2.00 iQ�to� ��� ' �'° �
0�to 5(t�re santl 0.8 2 1 1.6
� � � � TO�E.�� � . . � -�ancf foa fine santl
MOili'iD GONTI?UR LOAWNG RATES: e ro�5 0.78 1.b � 1.6
���r t8 ro 30 O.fi 2 0.78 2
tiwasur40 ' Ta+cwrc=dcrivad ��m a,�Q.� o.a i.a oae 2
Pac Ratv '� rnound absorption rat Rata•�
. ax to Bo 0.�5 2.6 0.6 2.b
�6pmpi 1.0. t.3, 2 0.2.4„2.6 e t2 !Fi�c tzo - 6 o.s 6.�
"�p • _ _ .
6�-�zo mpt aR 5.0 =�Z "Systems with these values are not Type I systems.
� i2o n,Pi• �s.o• _6• Contour Loading Rate (tinear toading rate)is a
recommended vatue.
2. DISPERSAL MEDIA SIZING
A. Calcutate Dispersat Bed Area: Design Flow�Qesign Media Loading Rate=ft2
b00 GPO t 1.2 GPD/ft2 = 500 ftZ
If a larger dispersal media area is desired, enter size:�ftZ
B. Enter Dispersal Bed Width: 10.0 ft Cnn not exceed 10 feet
G Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate
10 ft2 X 1•2 GPD/ft2 = 12.0 �aUft Can not exceed Table i
D. Catculate Minimum Dispersal Bed Length: Dispersal Bed Area =Bed Width =Bed Length
500 ft2 = 10•Q ft = 50.0 ft
3. ABSORPTIQN AREA SIZING
A. Calculate Absorption Width: Bed Width X A+�und Absorption Ratio =Absorption Width
10.0 ft X 2.0 = 20.0 ft
B. For slopes>1%, the Absorption Width is measured downhitt from the upstflpe edge of ihe Bed.
Catculate Downslope Absorption Width: Absorption Width - Bed Width
20.0 ft - 10.0 ft = 10.0 ft
4. DISTRIBUTION MEDIA: ROCK
A. Media Votume: Media Depth X Length X Width
1.00 ft X 50.0 ft X 10.0 ft= 500 ft' � 27 = 19 yd3
5. D�STRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
A. Enter Dispersat Media:
B. Enterthe Component: Length: �ft W1dth:��ft Depth;��ft
C. Number of Components per Row= Bed Length divided by Component Length (Round up)
� ft = � ft= �components/raw
D. Actual Bed Length= Number of Components/row X Component Length:
�components X �ft = ��ft
E. Number of Raws=Bed Width divided by Componen#Width(Round up)
� ft s �� ft= Q rows AdJust wfdth so thts 1s an whole number.
F. Totat Number of Components=Number of Components per Row X Number of Rows
� X �� _ �components
6. MOUND SIZING
A. Catcutate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift
3.0 ft - 2.0 ft = 1.0 ft Design Sand Lift(optionap: ��ft
B. Calcutate Upslope Height: Clean Sand Lift +media deptfi +cover{1 ft.) - Upstope Height
1.0 ft + i.0 ft + 1.0 ft= 3,0 ft
C. Select Upslope Berm Multiplier(based on land slope): 2.00
tand Stope% ' 0 1 2 3 4 ` 5 8 7 8 9 1(� 11 12 Lattc
Upslope Berm 3:1 3.U0 2.91 2.83 2.75 2.68 2.61 2.54 2.48 Z.4z 2.36 2.31 2.�6 2.21 Upslop�
Ratio 4c1 4.00 3�$5 3.70 3.57 3.dS 3.33` 3.23 3.12 3.03 2.94 2.$6 2..78 2.70 Ra�
D. Calculate Upstope Berm Width:Muitiptier X Upslape Mound Height =Upstope Berm Width
2.00 ft X 3.0 ft = G.0 ft
E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope 1 100=Drop (ft)
10.0 ft X 15.0 % = 100= 1.50 ft
F. Calculate Downstope Mound Height: Upstope Height+Drop in Elevation =Downslope Height
3.Q ft + 1.50 ft � 4.5 ft
G. Select Downstope Berm Muttiplier(based on land slope): 5.80
Land Slope% 0 1 2 3 Q 5 : �i 7 ' 8 9 10 il 12 lanc
Oownslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.45 4.11 4.29 4.48 4.69 Down
Serm Ratio 4:1 4.OQ 4.�,7 :4.35 4.54 4.76 5:OD 5.�6 5:56 5.88 b,25 6:67 7.i4 7.69 eerm
H. Calculate Downstope Berm Width: Multiptier X Downslope Helght =Downslope Berm Width
5.80 x 4.5 ft = 26.1 ft
I. Calcutate Minimum Berm to Cover Absorption Area: Dawnslope Absot'ptlon Width+4 feet
10.0 ft +�ft - 14.0 fi
J. Design Downslope Berm=greater of 4H and 41: 26.1 ft
K. Setect Endstope Berm Multiplier: 4.00 (usually 3.0 or 4.0)
L. Calculate Endslope Berm X Downslope Mound Height =Endslope Berm Width
4,00 ft X 4.5 ft = 18.0 ft
M. Calculate Mound Width: Upslope Berm Width + Bed Width +Downstope Berm Width
b.0 ft + 10A ft + 26.1 ft = 42.1 ft
N. Calculate Maund Length: Endslope Berm Width + Bed Length + Endslope Berm W9dth
18.0 ft + 50.0 ft + 18.0 ft = 86.0 ft
7. MOUND DIMENSIQNS �
,'
Upstope �4.D) 6.0 ',
.
�s 1
� �
f �
( �
� � Endslo e 14.L) Q�swersai Bed: (Z.6 x 2.C1 -n Endslo 4.i.
y N m'
� � �s.o �o.o x 50.0 � �s.a,
, � ,
� � v ,
� � '
-v �
� i �
� ` 26 1
� '
,
;� Downstnpe �4.J) `
.� ____________.._..---_____ _____..----- -------
�
Totat Mound Len th f4.N 86.0
4" 1t15pECtiQt1 �lj}�
18" tover on top 2b 1
U sto berm {4.D) Downsto e t�erm 4.J
6.0 12"cover oi� sictes
(6" tapsoit}
C(ean sand lift (4.A) 1.0
�t ,�i� rn �:����;irn:� � t,t-,
n.__ �2.4
_._ �.. ._.
__� _
rFTlltii�'1? {.Qt `'}7(Ita11 ._ _ ��
_ —..-.__.. ____-----
Absor tion Width (3.A) - _�_ � � .y ��_-- —— -___.� .
Note:_ 20.Q
For 0 to 1% stopes, Absorption Widfh is measure� from the Bedequally in both directions.
For slopes >1�, Absorpt�on Width is measured downhill from the upstope edge of the BPd.
Comments:
�� �� OSTP Mound Materials Worksheet UNIVERSITY
Mtnnesota Pollution OF IVIINNBSOTA
ConNolAgenty ' �
Pre ect : v 05.13.id
A. Calcutate Bed(rock)Yolume;Bed length (2.0 X 8ed Width 2.8)X Depth e Volume ft
50.0 ft X 10.0 ft X 1.0 = 500.0 ft�
Div(de ft'by 27 ft'Jyd�to catculate cubic ards:
500A ft3 � 27 = 18.5 yd;
Add 20%for constructabflity: 1$•5 ydi X 1.2 = 22,2 yd3
B. Calculate Ctean Sond Volume:
Yol ume Under Rock bed:Averaqe Snnd De t�Width x Medfa Len th =tubic feet � �� 3
1.8 ft X 10.0 ft X 50.0 ft - 875.0 ft
For a Maund on a sla e from 0-1%
Volume from Len th=((U lope Mound Height-1)X Abso�Qtton Width Beyond Bed�Length� _ ��
3.00 ft -1) X 3.OD X 50 ft 30D.OD
Volume from Width=((U slope Mound Hetght-1)X Ab�o�dth Beyond Bed��Width) ` Q
3.00 ft -1l X 3.00 X 10 ft 60.00
Totaf C(ean Sand Volume:Volume Jrom Len th+;olume from Width+Vofume Uader M+edi� 3 � '
300.0 {t + 60.0 ft + 875 ft = 1235.0 ft
For a Mound on a sl e eater than 1%
Upslape Volume:{(Upslope Mound Hei ht -!�x 3 x 8ed Length)*2=cubic feet
q 3.0 ft -1) X 3.0 ft X 50.D )+2- 150.0 ft'
pownsfope Volume:{(Downsto e Nef hf-1)x Downstope Absorption Width x Media Lengih)�2=cubic feet
(( 4.5 ft-1► X 1U.0 ft X 50.0 )+y=' $75.0 {t3
Endslape Volume:�Dawnslo Mound Hei ht- 1)x 3 x Medla Width =cubic feet
( 4.5 ft-1 ) X 3.0 ft X 10.0 ft = 105.0 ft3
Totnl Clean Sand�ps(ope Volume +Downslo Vo3ume+£ndsl_ o�e Votume +Volume Unde� ' �
150.0 ft + 875.0 ft t 105.0 ft + 875.0 ft = 2005.� �
Divide ft'by 27 ft'/yd'to catculate abic yards: 2005.D ft' � 27 = 74.3 yd'
Add 20�for consVtxtability: 74.3 yd�X 1.2 = 89•1 yd'
C. Calalate Sandy Serm Votume:
Totol Berm Volume� rox):({Avg.Mound Height•0.5 ft topscsil)x Nroun���und Len +2=cubic feet ��
3.8 0.5 )ft X A2.1 ft X Sb.O )+2- 5$83.5 p�3
Total Mound Votume-Clean Sand volume-Rock Volume=tubic feet
5883.5 ft3 . ?005.0 ft' - 500.0 ft' = 3378.5 ft�
Divide ft'by 27 ft'/yd'to calwlate cubic yards. 3378.5 ft' + 27 = 125•t yd'
Add 20R for constructability: 125.1 yd3 x 1.2 = 150.2 yd'
D. Calculate Topsoit Moterlai Volume:Totai Mound Wfdih X 7oto1 Mound Length X.5 J!
42.1 ft X 86.0 ft X 0.5 ft y 1810.3 ft'
Divide ft'by 27 tt3/yd3 to calculate cubic yards: 1810.3 ft' + 27 = 67.0 yd'
Add 20%for coi�structability: 67.0 yd' x 11 = 80.5 yd3
��+.: C�STP Pressure Distribution � � �
Minnesata Pollutinn QeS1 n Warksheet UNIVERSITY
Controi enc � OF �INNESC?TA� �� `�,�'',,
Project ID: v 05.73.14
1. Media Bed Width: 10 ft
2. Minimum Number of Laterats in system/zone = Rounded up number of[(Media Bed Width - 4) = 3] + 1.
( �� - 4 ) * � _ �laterats Does not apply to at-grodes
3. Designer Selected Number of Laterals: �laterals
Cannot be less than line 2 laccept 3n ot-QrQdes) _,.,, ,
4. Setect Perforotion Spacing: 3.Q ft �T'
<;
.. , , ; ,�,�.* --,.
5. Select Perforation Diameter Size: 1/4 in 4 � -��--
��4�
6. Length of Loterals =Media Bed Length • 2 Feet.
50 - 2ft = 48 ft Perjoration can not be closer then �foot from edge.
7 Determine the tJumber of Perforatfon Spaces. Divide the Length of Laterals by the Perforation Spacing and
round down to the nearest whole number.
Number of Perforation Spaces 48 ft = ��ft = 16 Spaces
Number of Perforotfons per Latera( is equat to 1.0 ptus the Num6er of Perfaration Spaces. Check table
8, below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The
value is double with a center manifold.
Perjorations Per Loteral = 16 5paces + 1 = 17 Perfs. Per Lateral
Ma�amum tlumbec of Pcrfaratiars Per Late�al ttr�ar�te t 10%Dischs�e Y�ria�ion .
t� P ara#�a�s 71321nci�Perfca�atiars
Pipe i)iair�tter(Inches) Perforation Spacing P�e D+an�e�r 1�MksI
Pefforation Spacing{Feetl 1 i1t 1h 2 3 �F�) 1 11i i�'� 2 3
2 14 43 1d � b0 2 if 1B 2i 3+{, ; 6d
2� d 12 16 2B 54 2�t iQ 4�1 2Q 32 bai
� 8 12 1b 23 S2 3 ` <9 14 , '�9 30 iE�
3116 kXt►Pe�Eorrtio�+s t/a hrd�Pe�ations
P�rforari�Spac�r►g(Feet� �Dia�neter{lnchesl Perioration S�ci+� i�e Di�te�'t�ct+esl
t tu tv� 2 3 t��) 1 t1t fri 2 3
1 1! 1a ' 2b !!b �7 3 21 33 +�+1 74 ' 1�1
11� i1 t7 2� !W 64 2Y: 2Q 30 N 69 i35
3 12 16 t1 37 75 3 20 �4 3� 6r4 _ #2d
9. Totat Number of Perforotions equals the Number of Perforotions per Loteral multiplied by the Number of
Perfarated Laterals.
17 Perf. Per Lat. X ��Number of�erf. Lat. = 51 Total Number of Perf.
10. Select Type of Manifotd Conneciion (End or Center): C{End O center
11. Se(ect Lacera!Diameter (See Table): 2.00 in
� ��.��. OSTP Pressure Distribution
Minnesota Poitution Desi n Worksheet UNIVERSITY
ControlA ency � OF MINNES�OTA ��
12. Calcutate the Square Feet per Perforotion. Recomme�ded va(ue is 4-f i ft Z per perforQtion.
Does nat app(y to At-Grades
a. Bed Area = Bed Width (ft)X Bed Length (ft)
10 ft X 50 ft = 500 ft2
b. Squore Foot per Perforation = Bed Area d9vided by the Total Number of Perforatfons.
500 ftZ s 51 perforations e 9.8 ftz/perforations
13. Select Minimum Averoge Head: 1.0 ft
14. Setect Perforation Discharge (GPM}based on Table: 0.74 GPM per Pertoration
15. Determine required�tow Rdte by muttiplying the Totol Number of Perfs. by the Perforatlon Discharge.
51 Perfs X 0.74 GPM per Perforation= 38 GPM
16. Volume of Liquid Per Foot of Distribution Piping (Table 1l): 0.170 Gatlons/ft
17, Volume of Distrlbutfion Pip�ng = - - - - ---
�� `Table 11 '
_ [Number of Perforoted Lcrterals X Length of Laterats X (Votume of votume of Liquid in
Liquid Per Foat of Distribution Piping] �P� `
� L� �� - � Pipe Liqatd
3 X 48 ft X 0.170 al/ft 24.5 Gallons �an►eter Aer�'oat
(�nchrs) (Ga11ot►s)'
18. Minimum Detivered Volume=Votume of pistribution Piping X d 1 0.045
1.25 O.D7$
24.5 gals X 4 = 97.9 Gatlons _1,5 Q.110
2 0.17U
mam p�pe� 3 0.380
i 4 0.8b1
� __._--------- ____..__._....__.�
� __tleawuts - . __ .- __
pipe from pump
'�' ManiloW pipe.
lean ouu �
f �• i �
alternate location �
oi ' from 'Auanm�aatbn
�P��P�P
Pi ttom
Comments/Speciat Design Conside�ations:
� :. OSTP Basic Pump Selection Design �
MinnesotaPallutlon Worksheet UNTVBRSITY �
Control Agetu OF M I N IV$50'I'A ''�-``�.,i'
1. PUMP CAPACiTY Project ID:
Pumping to Gravity or Pressure Distrtbutlon: OGravtry �w�esswre Selectfon required
1. If pumping to gravity enter the galton per minute of the pump: �GPM (f0-45 gpm)
2. If pumping to a p�essurtzed distribution system: 38.0 GPM
3. Enter pump description:
2. HEAD REQUIREMENTS �°"'"°'""`
A. Elevation Difference �ft �� w,dw'""�
between pump and point of discharge: ,-.--•
nkt PK�' EMwuan%
e. Distribution Head Loss: �tt _ e�ra,e��.
C. Additional Head Lo55: �ft/duetospeclatequlpment,ecc.) ------------------_----..... _.--�---•.---
Tabie l.Frktion Loss in Plastic Pi f00ft
DistribuCion Hesd i_oss Ftow Rate ____ Pi �Diameter�incfies)
Gravity Oistributian � Ofi ��pµ� 1 1 25 I_ 1.5 2
.. . -
___.
Pressure Distribution bas¢d on Minimum Average Head 10 9.t 3 1 j 1.3 0.3
vaiue on Pressure Distrtbution Worksheet: 12 12.8 4.3 � 1_8 0.4
Mlnimut»Av ra s Head Distributfon Nead Loss 14 47.0 5.7 � 2.4 0.6
1ft 5ft 16 � 2i.8 � 7.3 ; 3.d 0.7
2ft ��t 18 � 9.1 � 3.8 0.9
Sft 1Oft 20 f , 11.1 � 4.6 1.1
?5 � i 16.8 , 6.4 t.7
D. t.Supply Pfpe Diameter. 2.0 in 30 � � 23.5 � 9.7 2.4
35 � j ; 12.9 3.2
2.Supply Pipe Lenqth: L�Jft 4p � ( 1b.5 4.1
E. Friction Loss in plastic Pipe per 100ft from Table I: `�5 1 20.5 5.0
50 � 6.1
Friction Loss= 3.67 R per i00ft of pipe 5� � �'J
bo ! s:e
p, Determine Equivalent Rpe length from pump discharge to soil dispersal a�ea dtscharge 65 i � 10.0
point. Estimate by adding 25�to supply pipe length for fitting loss. SupA�Y p+Pe 70 ! j � T1.4
Length(D.Z)X 1.25=Equtvafent Plpe Length 75 { i 13.0
� ft X 1.25 = 50.0 ft 85 � I ! 16.4
95 � � ! 20.1
G. Calculate Supply Friction toss by multiplying Friction loss Pe�t00Jt Iline El by the Equiva(ent Mpe Length �Une FI and divtde by 100.
Supply Frictlon Loss=
3.67 ft per 100ft X 50.0 ft + 100 = 1.8 ft
H. Total Hend requirement 15 the sum of the Elevation Dffference tLine A),the Distribution Head Loss�Line B),Additional Head Loss(Line C),and
the Suppiy F�iction Loss ILine G)
4.0 ft + 5.0 ft + �ft • 1.8 ft = 10.8 ft
3. PUMP SELECTION
A pump mus[be selected to deliver at least 3$,� GPM(Ltne 1 or Line 2►with at least ��.$ feet of total head.
Comments:
' ��:" OSTP Pump Tank UNIVERSITY
MlnnesotsPolluUon Desi n Worksheet �-�-
ContrdAgency g OF iV11NNE50TA �'ti.
DETEW+UNE TANK CAPAGTY AND OIMENSIONS projett 10: v 05.13.14
1. A. De5lgn Ptow(Design Sum.1,4): 600 GPD
B. Min.required pump tank capacity: 1000 Gal C.Recommended pump tank capacfty: 10U0 Gal
D. Pump tank deuription: Demand m Pressure
lNEASURED 7AHK CAPACIIY existi tanks:
2, A. Rectangte area=Length�L�X Wfdth(W)
4A ft X 7.p ft = 28,0 {t1 Width
B. Cirde area=3.14rx(3.t4 X radius X radius)
3.14 X �-�2 h = �ftz �-----►
Length
�, Calculate Galtons Per i�ch. Muttiply ihe area from 1.A or 1.B, by 7.5 to determfne the gallons per faot
the tank hotds and divide by 12 to wlcutate the galtons Qer inch.
z8•� ft2 X 7,5 gaVft' t 12 tn/ft = 7�•5 Gatlons per fnch �------
Radi
D. Calcutate Toml Tank Volume
Depth Jrom bottom o/tntet plpe to tonk bottom: A9 in
Totot 7onk Votume-Depth from 6ottam oJ inlec ptpe (Line 4.A)X Golionsllnch (Line 2)
49 in X 17.5 Gattons Per Inch= 857.5 Galtons
MANUFACTURER'S SPECIFIED TANK CAPACITY(when avallabie):
3. A. Tank Manufatturer: DeI ZOtto Note:Deslgn calcuiaHons are ba�ed on
8. Tank Modet: «+fs��f�r tank.Subsdtutfrrg o
dlJJerent tank modef witl chnnge the
C. Capacityfrommanufacturer: 1000 Galtons P'�PJloacortJmersettings.Contnct
designer tJ changes are necessary.
D. GaUons per inch from manutacturer. 17.5 Gallons per inch
E. Liquid depth of tank from manufacturer: 49.0 inches
DETERAAINE DOSING VOLUME
4• Calculate Yolume co tover Pump (The fitet of the pump must be at teast 4•tnches from[he bottom of the pump
tank&2 inches of water cwering the pump is recomrr�ndedl
(Pump and 6lock height�2 inches�X Galtons P'ar Inch (2C or 3E)
� 10 in + 2 inches) X 17.5 Gallons Per Inch = 210 Gallons
5. Minimum De!lvered Volume= 4 X Volume of Distribution Piping:
-ttne t7 aJ tbe Pressure Distrlbutlon o�Ltne 11 of Non•7evel 98 Galtons(mtnimum doae)
6. Calculate Mnximum Pumpout Volume (25%of Design Flow)
Destgn Ftow: � GPD X 015 = 150 Gallons{maximum dose)
7, Seiect o pumpou[volume that meets boih Mfnimum and Maxlmum: 100 Gallons
8. Caiculate Doses Per Day=Desfgn Flow�Detivered Volume
60o gpd� 100 � VWur�r of Liquid 3rr
gal = b onses
9. Caiculate Drainback: ��a
A. Dtameter aj Supply Mpe= �inches ��4' ' �=i�1��
Diamet�r Per F�oo�t
B. Length of Supply Pipe- 40 feet
��llCtltS� (�s3�bM�;
C. Volume oJ Liquld Per L►neot Fooi of Pipe= u.no Gallonslft 1 0.045
D. Drctnbock=l.ength oj Supply Plpe X Volume of LtqWd Aer Lirnc!Foot o/Plpe � Z� Q.��$
� ft X OJ70 gaUft = 6.s Gatlons Y.5 0.190
10. 7atat Da�sing vo(ume=Delivered Vofume plus Drotn6ack
2 0.f 70
100 ge(+ 6.8 gal= t07 Gattons 3 0.380
11. Minimum Alarm Votume�Depth of alarm l2 w 3 inches)X gallons per inch of tank
��in X t�.5 gaUin = 35.0 Gatlorn
d Q.b61
OSTP Pump 7ank LNiVERSI"fY � �Y; �
""�^^�,"°�''���" Desi n Worksh�et `�t� ��.��.
CoM�olAgeacy � OF 1'11tiNES0"fA -
TIMER or DEAMND FLOAT SETTINGS
Setect Timer or Demand Dosing: Or,me, �cen,ano pose
R. Timer SatN�
12. Required Flow Rate:
A. From DesiQn(Line 12 of Pressure Distribution or Line 70 of Non-Level'�: � GPM
8.Or calculated:GPM=Change in Depth�in)x Gattons Pe�inch 1 Time Interval in Minutes 'Moce: 7his vntue musf
� � 8 � � be ad�usted aJter
in X al/in+ min= GPM instoltation based on
13. Ftow RaYe from Line 12.A or 12.8 above. � GPM �mp caUbrat/on.
14.Catculate TU�R ON settir�g:
Total Dosing VolumelGPM
�� $a(+ � SPm= �Minutes ON
15.Catculate TIMER OFF setting:
Minutes Per Day(144DI1Doses Per Day- Minutes On
t440mtn . �doses/day - �min = �MinutesOFF
16. Pump Off Float�Measuring from bottom of tank:
Distance to set Pump OJf F1oat=Gc!!oM to Cover Pump /GoUons Per Inch:
� gal= � gatlin= �Inches
17, Alarm Float-Measuring from bottom of tank:
Distonce to sat Alarm Float�Tank Depth(4A)X 90%oJ 7ank Depth
� in X 0.90= �in
B. DEMAND DOSE FIOAT SETTINGS
18. Calculate Floa[Separation Distance using Dosing Volume.
Tota!Dosing Volume/Gatlons Per lnch
107 ga� : 1�.5 gatlin= 6.1 I�ches
79•Measuring irom bottom of tank:
A. Distunce to set Pump OfJ Floot=Pump+blak height�2 inches
10 in+ � in : 12 Inches
B. Dinance to set Pump On ffont=Disionce to Set Pump•Ojf flont .Float Separctton Dtstance
12 in* 6.1 in = t8 inches
C. Distance to set Alarm F(oot =Distance to set Pump-O��toat »Atarm Depih �2•3 inches)
18 in+ 2.0 in= 20 tnches
FLOAT SETTINGS
DEMAND DOSING TIMED QOSING
r ;
inches for pose: 6.1 in =
� ii � s-
Alarm Depth 20.1 in' 1 l+larm Depth �� �
Pump On 18.1 in� 35 Gal i�
Pump Off 12.tl in� 107 Gal �t � Pump Ofif jn �
+---
j 210 Ga1 ' � f ��
� ------�__' �
_ -- __
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� Natura!Resaurces Web Soil Survey 8/29/2016
Conservation Service National Cooperative Soil Survey Page t of 3
OSTP Percolation Data Sheet UNIVERSITY �� �
OF MINNESOTA .���
1.Gontact lnfarmation Pro ect 10: v 05.13.14
Property Owner/Client:
Address: 1 5 Luce Line Rid e rono
era erto at on n ormat on
DiameCer 12 in Date prepared and/or soaked: 9/30/16
Method of scratching sidewall: nai
Is pre-soak required•? es •Not required in sandy so!!s
Soak'start time: 10:30 AM �kt�me 2:30 PM 4:00 hrs of soek
Method to maintain 12 in of water during soak re i
erco a on est ata
Test hole: #1 Laation:
Date reading taken: � Elevation:
Starting time: 230 Depth"":Qinches
Soil texture descri tion:
Depth (in) Soil Texture "' 12 inches for mounds&at-grades,
��� �m depth o/absorption orea for trenches&
I beds
�— t - - - � - -
- - � - -
' :Start Reading End Reading Perc rate �Difference
Reading ` Start Time ( End Time ��n) (in) (mpi) Last 3 Rates PaSs
I
1 2:30 AM 2:40 AM � 8.00 7.40 � 16.7 NA � NA
2 ' 2:40 AM 2:50 AM ^ 8.00 ,� 7.38 :. 16.0 � _ NA { NA
_3 �--2:50 AM 3:00 AM–� - --8.00 7.38 , 16.0 _ 4.0 _ Yes
4 � --- _ , . i ,
- - - . . , .
� - - - -! , . . �
, —T_�._.__. _ + -• —--
� — —+--- — - a - • .
Chosen Percolation Rate for Test Hole A�1 17.0 mpi
Additional percolation test data may be included on attached pages
Design Percolation Rate(maximum of all tests) = 17.U0 mpi
t hereby certify that i have completed this�vvil�ork i rdance with all applicable ordinances,rules and laws.
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Add�t�onal Percolat�on Data OF IVIINNESOTA
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Pro'ect ID:
Test hole: �2 Laation:
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StartinQ time:� Depth••; 12 inches
Soil texture descri tion: " 12 in. far mounds&at-grades,
Depth (in) Soil Texture depth oJ obsorption area fo�trenches
•1 Loam and beds
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Reading ' Sta�t T9me I End Time Start Reading End Reading Perc rate %Difference pass
in in m i Last 3 Ratet
1 2:30 AM_� 2:40 AM 8,00 _ 7.38 16.1 NA NA
--2 2:40 AM _ 2:50 AM � 8.00 . 1 7.35 15.4 � NA � NA---
3 � _2:50 AM_ 3_00 AM- �-- -8.00_ . ._ 7.38__ _ : 16.1 � 4.6 � � Yes
4 — � _ � . _ . _ --
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Chosen Percolation Rate for Test Hole+�2 16.0 mpi
Test hale: N3 Location:
Date reading taken:�� Elevation:
Starting time:0 Depth"': ��inches
'" 12 fn. jor mounds&ai-srades,
Soil texture description: depth of absorption area jor trenches
Oepth (in) Soil Texture and beds
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'Start Reading; End Reading Perc rate 9K Difference
Reading Start Time End Time Pass
I � (in) (in) (mpi) Last 3 Rates
1 , � NA NA
Z—�— NA NA
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Chosen Percolation Rate for Test Hole Ji3 m i
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' Hennepin County Property Map
Oate: 8/29/2016
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PARCEL ID: 3111823340007 Comments:
OWNER NAME Patridc DoolitUe
PARCELADDRESS� 135 Luce Line Ridge, Orono MN 55359
PARCEL AREA:2.68 acres, 116,819 sq ft
/�T-B:Abst►aa
SALE PRICE:$260,000
SAIE DATA: 1212015
SAIE COdE:Exduded From Ratio Studies This data�i)la furmshed'ASIS��n.w
repreeeMalron a8 lo wmp181enass a
ASSESSED 2015,PAYABLE 2016 • amuracy;{u)Is�wmshed wnh no
wsrranty of any kbi0:and(i�i�is notauita6le
PROPERTY TYPE:Residential tor�eqal,enpine�ring or survayinp vurvosea.
HOM ESTEAD:H omeste ed F+e��r+cow,�Y snau�wt be liable for any
MARKETVALUE: $521,000 damsge.njuryorlosare�ultlnglromlMade�a
TAX TOTAL. $6,201.08 �. . COPYRIGHT�HENNEPIN
COUNTY 201u
ASSESSED 2016,PAYABLE 2017
PROPERTY TYPE:Residential
HOMESTEAD• Non-homestead
MARKET VALUE: $260,000
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CiYC-""/ DATE TIME
��ITY OF ORONO CALLED IN \
INSPECTION NOTICE SCHEDULED � -,-"�" 1
PERMIT NO.���h�n//DX COMPLEfED
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
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V BEFORE COMERINO PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS_ p pHOTO TAKEN
INSPECTOR WILI RETURN
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Cafl for the next inspection 24 hours in advance. (g52) 249-48�0
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Inspector:
YYhite Copyllnspsctor's Fils Cmary CopYISM�Notiq
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. ����- ��l�� COMPLETED � l z"crY'7
ADDRESS I �� �'/` '', �,�:: , n C
OWNER TELEPHONE NO.
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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2 OWNER/CONTRACTOR TO MEET U:_YES_NO
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V BEFORECWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-46��
OwnedCon r on site:
Inspector
White Copyllnspector's File Canary CopylSite Notiee
. �
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� DATE TIME 1 /
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CITY OF ORONO CALLED IN � �
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PERMIT NO. l I( � COMPLETED
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OWNER TELEPHONE NO. �'����� ��-���
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� DESCRIPTION �
l~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ TIC INSTALL
2 OWNERICOlRRACTOR TO MEET YOU: YES_NO
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�O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COWERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HWRS. p pHpTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail br the next inspection 2a hours in advanoe. (g52) 249-4600
OwnerfCon/tra�on site: ,
Inspector. /�
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White Copyllnspector's File Gnary CopylSM�Notks