HomeMy WebLinkAbout2011-01107 - new septic CITY OF ORONO PERMIT NO.: 2011-01107
2750 KELLEY PARKWAY
ORONO,MN 55356- DATE ISSUED: 10/04/2011
952 249-4600 FAX: 952 249-4616
ADDRESS : 2350 LONGVIEW CIR
PIN : 03-117-23-23-0005
LEGAL DESC : LONGVIEW
: LOT 006 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOUND SYSTEM-SEPTIC
NOTE: (3)PRECAST CONCRETE TANKS- 1250- 1000-1250- 1000 FOR OUTBUILDING
MOUND-43 X 87 S.F. 10 X 63 ROCKBED
APPLICANT SEPTIC NEW 200.00
BURNS EXCAVATING,INC.
3470 CO.RD 21 STATE SURCHARGE SEPTIC 5.00
MAYER,MN 55360- TOTAL 205.00
(612)685-4303
Minnesota State License#: 1888
OWNER
RYAN,MR.&MRS. THOMAS
2350 LONGVIEW CIR
LONG LAKE,MN 55356-
AGREEMENT AND SWORN 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 Building Code. This permit is for only the work desc�ibed and does
not grant permission for additional or related work which requires sepazate
permits. All provisions of laws and ordinances governing 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
requeste 'n onformance with the State Building Code.This permit may be
revo at y time f e cause.
7 v � � � � � �
Appli t Permi Signatur Date Issued By Si ture te
SEPARATE PERMITS REQUIRED FOR WORK OTHER AN DESCRIBED ABO
�� r
, REC�IYED ��3� J
� City of OrOno �O/R CIT USE ONLY
����0;,\ P.O.Box66 5�P 23 �Ott DateReceived. f / Permit# ����� ��0 (
� 2750 Kelley Parkway
6 j}� �.,' Crystal Bay,MN 55323 Amount: $
a+t �.:; .,�o�. (952)249-4600 �„/,k�Q�"��,�1�
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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:
s�te AddreSs: 2350 Longview Circle
Tom & Suzanne R an 2350 Longview Circle
Owner: y Mailing Address:
c�ty: Long Lake Z;p: 55356
Home Phone: Alternate Phone: (612) 750-7926
Contractor/Applicant Information:
Contractor/A Burns Excavating, Inc. Contact Person: SteV2 BUI"nS
pP.:
Address: 3470 County ROad 21 state �icense #: � 888
c�ty: Mayer Z;p: 55360 Expiration Date: 3�20� 2
Phone: �952� 955-31 12 Alternate Phone: (612) 685-4303
TYPES OF OCCUPANCY
❑� Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES
New or Replacement System $200.00 200.��
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Tota� �205.00
W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc
1 /2
� ** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
I will be installing the following:
Ta n ks
■❑ Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
Qist manufacturer)
Number of Tanks: 3
1250 1000 1250 � � ���
Size of Tanks: �
U�r4 �� �•
Treatment System
Trenches s.f.
, c� � �3 Ro �,�a� �
X Mound 43X87 s.f.
Gravel I ess s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final inspection.
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 � �� nd�orrect.
'`'"--`�' 9/22/11
Signature of Applicant Date:
MPCA License No.: � 888
Staff Review: �Accept ❑ Denied
Reviewer: �.c� �i � '�--5 Date: � " > 6 � < <
Reason for Denial:
Comments (to be printed on inspection card):
Reset Form
W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc
2 � 2
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS � ��� L- c� n G-�i C� �'`1 C. r'
OWNER I � IZ ��� TELEPHONE NO.
CONTRACTOR �� �� �� .S 5 � S
�; DESCRIPTION S� ' � S U� ' �' � � ���N
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREJWETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
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� ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP OFIDER POSTED.CALL INSPECTOR
❑ IPiSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. �95Z� 249-46QQ
OwnerlContractor on site:
Inspector. r � ` �
White Copy/lnspector's File Canary CopylSite Notice
Jul 27 11 10:45a Betz Builders, Inc 952-473-9563 p.6
Septic System Design
fl��Nfl
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Site Localion:
2350 Longview Circ�e
O�ono, M1�T 5535�
o�o C�y�
Og
Prepared For:
Tom Ryan
o�oNo coA
Y
Yrepared By:
Miller's Sewage Treatmen� Salutions
9075 155`�' Street
Kimball, '�VIN 55353
CITY OF dR4N(�
1REPTIC PERMIT N V
�ivsp�CTOR,.C�..�r���� �����..
DAT �3c�-�r PERMI'f NC�� .ruiy z�,2oii
�1PPIlOV6D AS SL'BMITt'ED ���IS��
APPROYEA WCfH,CORRECTtON3 AS NOT6A ,r,��Q ���{�
NOT APPROYfiO�CaRRECT 4 R�9L'BMtT �",����"""""'��
�Q �
TAese oommeNla att Aae yoar h►formstiwi. A{I work shxll be dotw �W j���
1�idt oompliance wtth rti applioaW�scptk aad:oning cuJo.
Requirementg inciudiag items not apeciticalty ttotcd ia tbis revie�r, ,
K6EP TtitS PLAPI SfiT QAI SIT&AT ALL T1�1GS
---------------------------------------------------------------------------------
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� HYDRAULIC PR�FILE �
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� NOTE: THE LiD OF THE TANKS AND MAINiENANCE I
� COHERS ARE TO BE INStJLATEO WITH WATER �
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� RESISTANT INSULATION 41NTH Ald R—VAI.UE OF 10 I
I IF 7HEY HAVE LESS THAN 2' OF COVER. �
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�-------------------------------�-------------------------------------------------------------_-�
contact Troy Johnso�at
�'°^ Mound Design ��$ep����m
11.7 #or questions or Comment6
Property Owner. Tom Ryan Oate: 7/21/2011
5ite Address: 235Q Longview Circle, Orono,MN PID: 03-117-23 23 0005
Comments:
instnxtions: � =req'd input � =inpt�t or default �=ca�ulated field `"' =instatler info
t� �bedroom Type � Residential System
y �GPD design ftow
3� No Garbage disposal or pumped to sept9c
� "� 2250 Gallon septic tank(minimum) Tank options: none
s� 1.2 GPD/ftz mound sand loading rate
� 10 ft rockbed width 62.5 ft rockbed length
"' 3.0 ft laterat spacing 3.0 ft perforation spacing (maximum of 3 for both)
end teed manifotd connection
s) *'"�(aterals 60.5 feei long 21.0 perfs/ laterat b3 perts total
1 a perf ineans the first perf starts at the middle feed manifoid)
9� "• 7/32 fnch perts at �feet residuaE head gives 0.56 gpm fiow rate per perforation
for this perf size 8 spac'sng, Ft pipe size on line 12, max perfs/laterat= 30 , �1ne#8 rnusC be less--� OK
�a� 4.0 doses per day (4 rninimum)
i�) 188 gailons per dose (treatment votame)
�Z� 2.pp inch diameter laterals(or smaller)will meet'Sx pipe valume"
""* 2.00 inch diameter laterals (or smatler)must be used to meet"4x pipe volume"requi�emerst
2.00 inch diameter laterals (or smatler)will meet"3x pipe voolume"
�3� "'• 35 feet of 2.0 inch supply l'►ne leads to �6 galtons of drainback volume
("top feed"manifold to controt the drainback)
ia� 194 gallons TOTA�Qump out votume(trea[ment+drainback)
�s) 12 feet vertical lift from pump to dispersal area, teads to a:
ie) ""` 36 GPM @ 19 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head)
t�� *** 9250 gal Dose tank(minimum) at 25.00 gpi
leads to a
is� •'• 7.8 inch swing on Demand float, or timed dosing of 5.4 min ON (canfirm pump rate with drawdovm
(to deliver 66%of design flow) 9 hrs OFF test arsd adjust as necessary)
�v� 12 inches from bottom of tank to"pump OFF"ftoat, and/or to cover pump
o) ••' 20 inthes from bottom of tank to"pump ON"float, or 12 inches to"timer ON'float
�� *•' 23 inches fran bottom of tank to'Hi Leve["f[oat (add 5-15 inches if Time Dosed)
� 675 gallons reserve capacity (after High t�evel Alarm is attivated)
� 0.45 gpd/ft2 Absorption area Soit Loading Rate, which gives a mound ratio of 2.7 (minimum)
(this must match the soil boring tog) desired mound ratio 2.7
n� C�percent site slope EO-20%rarxse) �9 (%downstope site slope,�f different than upslope)
s� 24 inches, or 2.d it. to Redox or other limiting condition (This must match the soik boring log)
leads to a:
6) """ 12 inch, or 1.0 ft. Sand Lift Mound tRITICAL FOR FUTUttE CERTIFICATIONSl1!
2� •'• 27.0 ft.Totat ABSORPTION width (sand beyond rdckbed)
Z8� OA ft. upslope and sideslope
17.0 ft. Downstope
"'" Indivi�ual slope ratios give BERM widths(topsoil beyond rockbed)of:
9� 4:1 ups[ope ratio 9 ft. ups[ope berEn
30) 3:1 sideslope 12 ft.sidestope berms
3l) 4:1 downslope z4 ft. downslope berm
2� Overall Dfinensions: 10 ft.wide by 62.5 ft. long Rock bed
43 ft. wide by 87 ft. lang Mound footprint
4` inspection pipe
18"cover on top
U slope bet'm � Downslo berm 24
.__,�...:. _.., _.__._....___,. 12"cover on sides
...... _._..__.:......:..... .. ., t6�baatY cap&6"to�
1.0 Clea+� sa.nci {i!t
F- ;i:i�.i,;
' . - - - �- z.� ` -- .. -- - ,.. .
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.- ,� . -:
�: ;':...;....: - - r � -- -
'- i, t', ..._ ...._�. --�
�._ . _.. .. ._
— --
Absor tion Width z�.0 - ..__ _ ...
Note:
For 0 to 1�stopes, .�tbsofption Width is measured from the Bedequally in bctith directions.
F'or slopes �1�, Absorptiar Wydth is measured downhill fran the upslope ed�e af the Bed
3) *'"' Rock Bed:
10 ft. by 62.5 ft.by ��inches under pipe,plus 20%gives 2t yd'or'1.4= 29 ton
� "'• Mound Sand: (note:volume is based an 3:7/4:1 stope from top of rockbed, Exchange sand for loamy cap if desired)
17.1 up + 76.4 downslope + 9.3 ends+ 33.6 under rock= 164 yd'or•1.4= 22q to�
plus 20%
5> ""' Loamy Cap:
39 ft.by 83 ft. 6"deep, ptus 20%gives �Yd'a�`�-4= 101 ton
36) '~'a TOp501�:
43 ft.by 87 ft. 6'deep, plus 7.0%gives 83 Yd'or'1.4= 116 ton
I her certf have completed this wark in accordance with ali applicable ordinances, rules and laws.
MSTS/WRM Services, 1nc 1921 7/21/2011
igner Signature Company Lkense# Date
Installer Summary
2250 gallon Septic tank(minimum) none
1250 gaUon Dose tank(minimum) at 25.00 gpi
36 GPM L� 19 ft. of head, Pump required
7.8 inch swing on Demand float or 5.4 rninutes ON time& �hours OFF time
24 inches from bottom of tank to"pump UN"float,or 12 inches to"timer ON"float
23 inches from bottom o�f tank to'Hi Level Alarm"float
35 ft. of 2.0 inch supply tine with end feed manifotd connection
("top feed"manifold to control drainback)
1 Z inch,or 1.0 ft. Sand Lift Mound
10 ft.wide by 62.5 ft. tong Rock bed
3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing
7/32 inch perfs 3.0 ft. perforation spacfng
No Effluent fitter�alarm
3 clean out&valve box assemblies
2T.0 ft.7ota[sand ABSORPTION width {sand beyond rockbed) (minimum)
0.0 ft.upslope and sideslope
17.0 ft.Downslope
Specific slope ratios give BERM widths(topsoil be�rond rockbed)of:
4:1 upstope ratio 9 ft.upslope berm
3:1 sideslope 12 ft.sideslope berms
4:1 downslope 24 ft.aownslope berm
4" inspection pipe
18" cover on tap
U slo berm � '--� Rawnst e berm 24
_.�_. ._ ---.-� ._......�.. 12" cover on side5
r: ----
___• ._....._... ,..._��.---_-= t6„y����6�m�)
1.0 Cle�s� sanci lift
.
,..
2.0 ` r. ,, .. �:,.: ��. _
: •;
� �;�:
- --- -
; .,.; : .._ ,: - . .:.-:---- - --- .. .. _.._ _
�, . ,._... . �_.:�si�. .�-:.� � _ _ __
Absor tion Width 27.0- _ __ - . - - -- -- --- - -- --
Note:
for Q to 1�stopes, .46.sorptior� Width is measureti from the Bedequally in b�t� directions.
for slopes �1�, Absorption Width is measured downhilt from the �apslope edge of the 8�ar/.
Rock Bed: 27 yd3 or`1.g� 29 ton 6 inches under pipe
Mound Sand: i64 Yd3 or"1.4= u9 �n catculation based on 3:1/4:1 slope from top of rockt�
Loamy Cap: 72 yd3 vr'1.4= 101 ton 6"deep
Topsoit: 83 yd3 or"1.4- 116 ton 6"deep
SOIL PROFILE L�G
Client: Tom Ryan Date:�?/1 l/I 1 Completed By:_Bernie Miller
Project/LegallAddress: 2350 Longview Circle,Orono, MN PID#_03-117-23-23-OQOS
Type of Observation: Bucket Auger. Test-pit Probe
Vegetation: Lawn Grass
Landscape Positaon: Side sloue
Observation# 1 Elevation: 977.8
Horizon
De th Soil texture Matrix color Redox.Colo � or Features Sha e Grade Consistence
0-S Loam 1Qyr 2!2
8-14 Loam l0yr 3/3
14-18 Sandy Clay Loam l0yr 4/4
18-24 Sandy Clay Loam l0yr 5/4
24-30 Loam l0yr 5/4 Few faint l0yr 5/6
30-40 Loam l0yr 5/4 14yr 5/6 &4/2
Depth to Restrictive layer: 24"
Depth to standing water table: none
Other comments: 12" deeg perc test at this location perc rate 14.2
MSTS
Kimbail,MN 55353
Phone: (320)398-2705 Fa�c: (320)398-20'IS
S�IL PROFILE LOG
Client:_Tom Ryan Date:_7/11/11 Completed By:_Bernie Miller
ProjecVLegaUAddress: 2350 Langview Circle, Orono,MN PID#_03-117-23-23-0005
Type of 4bservation: Bucket Au e�r Test-pit Probe
Vegetation: Lawn Grass
Landscape Position: Side sloue
Observation# 2 Elevation: 976.7
Horizon
De th Soil texture Matrix color Redo�.Colo s or Features Sha e Grade Consistence
0-1Q Lflam l0yr 2/2
10-14 Loam l0yr 3/3
14-19 Loam 10yr 3/3
19-26 Silt,y Clay Loam l0yr 514
2b-32 Sandy Clay Loam l0yr 5/4
32-38 Sandy Clay Loam IQyr 5!4 l0yr 5/6& 4/2
Depth to Restrictive layer:24"
Depth to standing water table: none
4ther comments: 12"deep perc test at this location perc rate 15.5
MSTS
Kimball,MN 55353
Phone: {320)398-2705 Fax: (320)398-2U75
SOIL PROFILE LOG
Client : Tom Ryan Date:_7/11/11 Completed By:_Bernie Miller
Project/Legal/Address: 2350 Longview Circle,Orono,NIN PID#_03-117-23-23-0005
Type of Observation: Bucket Au e�r Test-pit Probe
Vegetation:Lawn Grass
Landscape Position: Side slo�e
Observation# 3 Elevation: 975.2
Horizo�
De th Soil texture Matrix color Redox.Colar a ar Features Sha Grade Conaistence
0-20 Loam l0yr 3/2
24-22 Loam l0yr 3/3
22-27 Sanay Clay Loam 10yr 5/4
27-32 Loam l0yr 5/4
32-38 Loam l0yr 5/4 l0yr 6/6& 4/2
Depth to Restrictive layer: 24"
Depth to standing water table:none
Other comments:
MSTS
Kimball, MN 55353
Phone: {320)398-2705 Fax:(320)398-2075
Jul 27 11 10:49a Betz Builders, Inc 952-473-9563 p.14
�
LaN IVERSITY ,
OF MTNNE54TA ,�,
Scptic System Management Plan
�
for Above Grade Systerns
T1�e goal oF a septic system is to protect human health and the environment by proper�y treating
�vastewater befo�e returning it to t�e environment. Your septic system is design�d ta kill harmful
urganisms and rerszove poflutants before the water is recyc{ed back into our lakes, streams and
ground�vater.
This management plan �vill identify the operaiion and maintenance activities necessary� to ensure long-
eerm performance oP your septic system. Some of these a�tivities must be perforr.led by you, the
homeowner. Other tasks must be performed by a licensed septic maintainer or servic� provider.
1-lowever, it is�`OUR r�sponsibility to make sure all tasks get accomplished in a iimely manner.
The l.�niversity of Minnesota's Septic System Dwner's Gurde contains additional tips and
recommendations designed to e:ctend the ef�ective life ofyour system and save you money over time.
Proprr septic st�stern design, inscal�ution,operation and mai�ttenarrce means safe and cleun water?
�-
Pro�erty Du�ner �D� y� y� _
Propert�� .qddress � �� Q L D�•'! '✓`-,��-�' �/ir� � ���'r r�Propeny ID;� :�:�f�'�.��� �C f`'�-�—
,,�„" _l �, t� �^�. „•."
S�stem U�si�ner �`�� =� J j' _Phone ,��.-' ..> � . '�4'..�
--�+--
�vstc;m Installer P1�vnz
Service ProviderrNla�ntainer Phore
Permittin�,�linhority Pi�one
p�rin;t a� Datz lnspected
Keep this Vlana�ement Plan with your Septic Svstem (h��ner's Giride. The Septic Svstem. (�.vner's Guide
includes a folder desi;ned to hold ma�ntenanee records incliiding pumping, inspection and evaluation
reports. Ask your septic professional to also:
• Attach permit information,designer drawings and as-builts ofyour system, if they are availaole.
• Ke�p copies of all pumpir�s records and other mainter.ance 2nd repair invoices with this document.
• Review ihis document with your maintenance professional at each visit;discuss any chan,;es in procluct
use,activities or watzr-use appliances.
For a eopy of tFte Septic System O�+-•rrer's Guide,call I-800-876-8636 or So co http:l,'shop.extensian.umr�.edu/
http://septic.umn.edu
Version 6!1012Q[0
- l -
Jul 27 11 10;50a Betz Builders, Inc 952-473-9563 p.15
U�I IVERSITY ��`eptic Ss'stem ,tlanugcmcnr Plu��
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Septic System S�ecifics
System is subject to aperating permit*
System Trpe 10[I QI1[QiV* Q V' Systein uses L�� disintectior, unit*
, 1:6us��1 r»� t1. �P,i�le.s ChaPter• 'fJ$(J.'�0!)—Z-Jfli;� I ��ype of advanced treatrnent un'st ��
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��!_ D�velting Type v � A_-��'ell Construction �
Nu�l�r of becrooms: � V��ell depth(t�): �--
S}•stem capaeityf desi�=n tlo�v (g�d): �� �Cased well Casin�deptlt:
( �
A��ticipated avera;�e daily flow (�,pd): - ''� � Other(specifpj:
C�mments Distance from septic{ft): � _��
Business? 1�'hat type? Is the well on the design dravrina�Y � N
Se�tir Tanf�
One tank Tunk vr�Ium��: gullons �•` Pump Tank(iJ'r�ncy ,'''..:`�` oallons
Does tank have two compartments?[�Y ❑N ' ' Et�uent Pump make,%mncte;:
� �.5� -'�
Two tanks Ta�tk vnlum2: +- gallons Pur�p ca�city ��GP;�T
[l Tank is constructeei of TDH � Feet of l�ead
❑ Effluent Screen h:pe: � o Alarm location
Soil ?reatment Area tS'CA)
. Mound/At-Cirade area(width�length):U� Ft x � ft Cleanouts or inspection ports
Rock be� size{width x length): 1 V ft xV 1•�ft Surface water diversions
Location of additional 5TA: Additional STA not ava�lable
-2 -
Jul 27 11 10:50a Betz Builders, Inc 952-473-9563 p.16
UN I V E R S I T Y ���l�t1 c Syslem ,'�luna�>emcnt Plun , ,.
jur.�ho��e Grade Sti-stems
QF MII�NESOTA �.�
a
Homeowner �'Ianagement Tasks
These nperuiion uncl mu+nter�unce acr;virie.c are}��ur respnrrsibilit��. Use the charf on pase 6 fo track
vour ucliti•ilres.
ldentifv the servic� intervals recommended by your system designer and your local government.
The tank assessment for y�our systcm wili be the shortest interval of these three inten�als. Your
pumper/maintainer will deterrnine iPyour tank needs to be pumped.
Si•s1e�n De�signer; chec� every• ����� months
Local Governmene: check every months My tanic needs to be checked
Srur�Reqcrirement.• check every 36 months every months
Seasonall}'or several times per year
. Lenk�. Check (listen, look)for leaks in toilets and drippin�faucets. Repair leaks promptly.
• Sw7�rcir� seti��age. Regularly check for u�et or spon�y soil around your sotl treatment area. lf
sur'raced setia•a�e or strona odors are not corrected by pumpins tha tank or ftxino broken eaps, eall
}our serrice r�rotessionaL ��rrrrearec�setirage maymake humar.s�nd anirnalssick.
. Alarms. Alarms sienal ��her. there is a problem; contact your maintainer any [ime the alam
si�nals.
• L%rrt fi�Cer. IC��ou Lave a lint t'ilter, check for linc bE�ildup aod clean when necessary. Consider
addin�one after washirrg machine.
. E1,?tre,�i scr,;er�. [f you do not have one, consider having one acded the next time the tar.k is
cle:nzd.
Annuall�•
. �t�ater usage rate A water meter can be used to monitor your average daily w•ater use. Compare
�'our ��'ater us��e r�tte tu th�tJ�sign (luv� of your system (listed on the n�xt page}. Cuntact your
septic prof�ssion;I if your avera;e d�ily flow ove� the cour'se of a month exceeds �)0°.0 of d��
desi_n flo��' for voursvstem.
• Ca�s. h�€ake s�re that all caps and lids are intact and in place. Inspecc i'or damaged caps at least
every fall. Fis or replace damaged caps before���inter to help prevent freezing issues.
• ��at�r condttior�ing devires- See Paae 5 for a iist of devices. Whan possible,program the recharbe
frequency based on ►�•ater clernand(Ralfons) rather than time (day.sl. Recharging toe frequently
may negatively impact your septic system.
. Revietir yoa�r iti•arer usagc� rate. Review the Water Use Appliance chart on Page 5. Discuss any
major chanoes with your pumper,'�naintainer.
During each visit by a pum�erJmaintainer
. Ask if your pumperlmaintainer is licensed in Minnesota.
• Make sure that your pumper!maintainer services the tank through the rnanhole.(NOT thou�h a 4"
or 6"diameter inspection port.)
. .Ask your pumper/maintainer lo accomplish tt►e tasks listed on the Professional Tasks on Page 4.
-3 -
Jul 27 11 10:43a Betz Builders, Inc 952-473-9563 p.2
127.96' LEGEND 54.7�•
_ _
� EXISTING V�LL LOCATION
� SOIL BORING
� 3EST PlT
Q PERC TEST
X-98.2 EXISTING ELEVATION
X—(98.2) PROPOSEO EL�VATlQN '
i
BENCHMARK:TOP 0�
WELL CAP ELEV.=99Q.16
.:-
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• ��
` 1EXISTIi+tG /
pEEP WELL � 5�•
-- � 986/ �
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LVl Y GGI�'Ty GII�CL�, APPROXIMATE MOUND QUANTITIES
Rock (rockbed) = 21t yards
127.96' S4.»• Mound Sand (absorption area� = 164t yds.
. �� � ��--�-��� Loamy Cap/Sandy Berm = 72t yds.
' . Top Soil (cover) = 83t yds.
95��8 'Quantities are based on the U of M OSTP
mound material design calculation
LEGEND 'The loamy cap/sandy berm is the soil between the
� EXISPNG WELL LOCATION 3 mound sand and topsoil
8 SOIL BORING � "Quantities have been increased by 20%for
� � lEST PIT o constructability
, 0 PERC TEST x
X-98.2 EXISTING ELEVATION �"
X-(98.2)PROPOSED ELEVATION
BENGH,NARK:TOP OF
WELL CAP ELEV.=990.18
� A N�,.��
� OF�� �
�eF
� �m� .ra�E'', ..
j� \ ExisnNc� / �Ers"",,
� DEEP WELL /� 50 �.K/� /
'� 6
^ \ \ �90 q/ ��. V/ �
� \ \ �g0 � U
V � c�v �-naoN� r.+.��Nc:n:�Ks'�c�_ ' j
.:a�ry�NK•_u� , PRGr:R�_Y qaA��v�l=�
� � / y0 i „
� � FR�P�.p 1000 GAL'�GN /g �
\ �. � 5=$'.i"'AYK ' �
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ee �� �/ / . M�n���EVpE
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, 3so CONSTRUCTION NOTES
', / �� � 1. AVOID COMPACTION OR DISTURBANCE TO THE SOIL IN hiE
�� ABSORPTION AREA OF THE MOUND.
2. TREES ARE TO BE CUT OFF FLUSH WITH THE EXISTING GRADE PRIOR
- TO INSTALLATION OF THE MOUND SAND, BRUSH VEGETATION AND
� DEBRIS IS TO BE REMOVED FROM THE MOUND AREA PRIOR TO
- INSULATION OF THE MOUND SAND.
� — -'�� 3. MSTALLATION OF THE MOUND IS ONLY TO BE DONE WFiEN THE SOIL
'�. � IS DRY AND BELOW THE PLASTIC UMIT.
- 4. ALL MATERIALS USED FOR THE CONSTRUCTION OF THE SYSTEM AE
TO MEET OR EXCEED THE MN RULE CHAPTER 7080.
5. A MEANS TO MEASURE WATER USE OR SYSTEM FLOW IS TO BE
USED. AN EVENT COUNTER OR RUNTIME METER MAY BE USED ON THE
PUMP CONTROLS OR A WATER METER IN THE HOUSE.
I hereby certify that this site plan was prepared by me or 6. DIVERT SURFACE DRAINAGE AWAY AND AROUND THE MOUND AND
���Jurr}}QQer my direct supervision. TANKS
'�'�'�.Q� �/Z/ 7. THE 2" SUPPLY LINE IS TO 3.5' OF COVER OR IS TO BE INSULATED
r'l,�-tXurc TO ACHIEVE AN EQUAL FACTOR (1" OF INSULATION EQUAL TO 1' OF
Bemie Mille�D.R.P. M. P. C. A. License,¢ 1927 COVER), STIROFOAM OR CONCENTRIC PIPING IS ACCEPTABLE.
MILLfR"5 SfWi7G£ TREATMEN7 SOLUTIONS PROPERTY LOCATION PREPARED FOR:
A division o/ WRM Services Inc. Lot 6, Block 1, Longview, Hennepin Septic System Site Plan Tom Ryan
Caunty, Minnesota.
9075 755th Street Kimball, MN 55353 pid�} 03-117-23-23-0005 DATE JOB N0. SCALE 235p longview Circle
(320) 398-2705 cell (320) 980-1737 ]�'��n 20fl-161 ��.�
5� / DAT�j TIME �
CITY OF ORONO CALLED IN `d—✓
INSPECTION NOTICE SCHEDULED lD / -�
PERMIT NO �—' l�� � COMPLETED
ADDRESS a 3 � vv
OWNER TELEPHONE NO.���Z �S �3D�3
CONTRACTOR �U
�: DESCRIPTION C�
�
� ❑ FOOTING PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
O ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
a
o � - oo G- �S, 7-,� � Ks .�s�e
'� t 5-�a l� , 5 �t. d- 4-A-.• �< Q-�'
�
� �J D �� �ANIC
W � �..F-'aaL G'�
Q `�-�lQ� �
� �' ?' � C fiCs' S l S,
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� � C� � L� �-.
j S Q�,� 1 fi� � S'�6ic,.- �-�
a ,,,���///
W� I�VNORK SATISFACTORY:PROCEED �PROJECT COMPLETE
W ❑CORRECT WORK 8 PROCEED ^�---fl"I550'E OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnedContractor on site:
Inspector. "
White Copyllnspector's File Canary CopylSite Notice