HomeMy WebLinkAbout1986-8786 - new septic system � � GENERAL PERMIT CITY PERMI'T N� 8'7 8 6
CITY OF ORONO
P.O. BOX 66 Date � � ^ '� � �
CRYSTAL BAY,MINNFSOTA 55323
(612)473-7357
Owner ���t�U+.� I �'1 �G_ Z'_�[J S Address '��-� �f���YC� ,i ��C'_, _ ��''r.
Contractor ���� � n �� �� . Address ���� ���-C/J� �G� ��
City License No. ��� �l,� City �� ��+Q�e �C�-i dl
REMARKS AND SPECIAL CONDITIONS
1I �� r� C7� n
PERMIT TYPE AND FEE: � NEW ❑ ADDITION ❑ REPAIR ❑ REMODEL
Inside Plumbing(#fixtures ) Fee $ Water Well Fee $
Water Meter(Size ) Fee $ Mechanical Equipment Fee $
Meter# Fireplace/Wood Stove Fee $
Remote# Moving/Lifting Buildings Fee $
Municipal Water Connection Fee $ Land Alteration(Excavation,
❑ Co r ❑ Grading, Filling, etc.) Fee $
p� Design Review Fee $
Municipal Sewer Connection Fee $
Fire Fee $
❑ PVC ❑ Cast ❑
Sprinkler System (Fire) Fee $
MWCC SAC Charge Fee $
� Other: Fee $
On Site Spetic System Fee $ ` �
After-the-fact Investigation Fee $
ACKNOWLEDGEMENT TOTAL
State Surcharge: Fee $
. :a�
The undersigned hereby acknowledges receipt of[his limited permit, C �
including acceptance of all special information, tertns, conditions or Total Amount Paid to City Fee $
���� ,��
reqwrements written above. The undersigned understands and agrees
under penalty of law that this permit is stricUy limited in scope to the work, /� �� ,l� � ��
activity or improvement specified; that Ihis permit dces not grant any �..�..'���
authority todo work or activides requiring separate permit approvals;and
that this pertnit does notgrantauthority to violate any provision ofany City
ordinance or State law,rule or regulation.All work shall be done in strict '1'his permit is not valid until the proper fee is paid and it is approved
compliance with all City ordinances, building codes and/or health
department regulations,and shall be subject to inspection,approval or by an authorized City Official.
rejection by the City.Whenever�ordered,the undersigned agrees to
correct any work found to be in�iclation of the conditions of this permit.
Signa re Applicant
` Signature o City Official ,
� �
Code: White—File Copy Canary—Inspector's Copy Pink—Finance Copy Gold—ApplicanPs Receipt
: _ _. � .. _
` .
� On the North.S,hore of
� Lake iYlinnetonka
ON-SITE SEWAGE TREATMENT '
INSPECTION REPORT POST OFFICE BOX 66
� . � � 1335 S. Brown Rd.
� Crystal Bay, MN 55323
473-7357
OWNER �w�� ���� ADDRESS I�DIC� S,�OI��L-/N� �/2/V�
PERMIT NO.'S. 8�� DATES ��—�3.��� CONTRACTORS �-aPPiN PLf3�-
City Ordinance No. 210 requires that each on-site aewage treatment system in Orono be inspected on a regular besis.The on-site sewage
treatment system at the above address has been inspected and appeara to fali into the category checked below.
IThis is ❑ an existing system �new construCtion) �pp1�►'1011
�� Meets or exceeds current City standards in all reapecta relating to design,construction,and IoCetio�.Appears to be operating
properly.
� 2 Does not meet ali current City standards for new consiruction (1978 Code) but in most respects appears to be designed,
loceted, and constructed�nerally in accordartce with previous codes.System appesrs to be functio�ing properiy;no major
upgrading of the system is required at this time.
� 3 Dces not meet current City standards in many respects relating to design,conatruction,or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time. '
� 4 System may or may not meet current City saandards for design,construction or location,but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise ereating a public nuisance.Please contact the City�nspect4r to discuss system repair/
replacement procedures. If drainfield replacement is necessery,soib testing will usually be rsquired,and a design and site plan
must be submitted for review.Your contrector must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank' spection indicates: ` O Inapection pipe is located directly over tank baffle.(Dces not
�Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
Solids aecumulation in tanks indicates they should be pump� have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped � Some evidence of surfacing,not critical yei.
within 48 hours to eViminate surface discharge. ❑ Drei�field is saturated a�d visibly discharging untreated
❑ Inspection risers missing—tanks could not be inapected, effluent to the surface. This condition may require replace-
Inspection risera (4"dia. pipe)must be instslled in each tank ment or additiona to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainf.ield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capsbilities for
O Slope (depends on soil types,water Futur Expansion
❑ Soil table, nd system Condition) �Adequate
� High water table �Low � Fair
❑ Lot size ❑ Mediurr�' � O Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
O Drainage ❑System is causing visiWe
surface discharge:
COMMENTS: ���` �' S YS'T�7�� �,�� /����T7ON
��� iE����l�S
�r-�3 -�g � ���
bate of Inspection SeptiF System Inspector
` �
Note: In the event that this inspection report is used to satisfy the ro�{uirements fior a mortgage or other transfer of property,be advised that
this report dces not guarantee or certify that an existing system�rlill c6ntinue to function prope'rly,4ut is merely an opiAion of the adequacy
of the system under current conditions based on t�ie available information.
,, "
This report must be kepf on the premises with system,location anil pumpir5�records. ,
WHITE COPY/Inspector's File GOLD COPY/Homeowner '
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SYSTEM DESIGN
'=0R JENSEN HOMES
CP' TI-IE IRWIN JACOBS PROPERTY
Ofi0N0, MINNESOTA
10-31-86
1 . Percolation Rate, Type cf System.
4.3 minutes per inch, S+andard System.
2. Propcs��� Flow Rate.
Just f�;r Addition, Tr::ai: ��� � bedroom = 150 G.P.D.
3. Soi 1 Treatment Area �eec���d.
1 .27 fa,:tor x 150 G.P.D° ;�_��� Sq. Ft. minimum.
4. S i ze �n,i Number of Tr�����c"es.
One t�en�r� 70 feet lone id ; feet wide = 210 Sq. Ft. This trench would
be 2-:3 ; ;�et deep in th:� �atur�l soi 1 .
5. Drain�` iF. d Rock Needed
1 1 .6 cuui�: ��rds of rc�, ,�,. i s �:eeded to have 12 i nches under and 2 i nches over
a 4 incY ;;:stribution �: . ��.
6. Septi�: T3r�<s.
Two �e�tic t,anks, of :.00`� and 150 gallons are needed. It appears that
gravi !:y f;ow can be u���d t:o reach the drainfield trenches, so that a
pump and ;�umping tank �.vo�:l�; probably not be needed.
7. Additional Informatior�.
All construction and niaterials must adhere to the provisions of the City
of Orono. All construc`�i.�r �:;�affic must be kept off the drainfield area.
Sincerely,
PERCOR, �j�� �
i��-� �/ �,, .,�
�arK� Gronberg, �
PCA certified
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7-�:RCU1_ATIOt�7 'T'�ST nA'IA F�'F�T'
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.�`�'t'�. ... i .��'n�. v��'•'.: .
Te�t hole location ���'��'r.��.� ..ri� ��'�.�_S; _ t3ole nu�...ber �
Date tcst hole wao p�apnr,sd�_ /�-ES -;r 6 , D�pth of hol� bottn�, a'✓ inchc� .
Diamet��r of hole , � inct,��n.
Soil datn .f rom test hc�1F^ :
_�� Depth , iu:�.`,9s Soil t�Ature
..� ii - S —..Y--- !>'r�'i�' C G,+;`� ^
r�� - /,� _ �i�'..:�,,::' �,.a�if i�L
i'�' . � ;:�r�..,�,,�/ �:i�.�/`t j r/`i:/L'
Methc�d of sc::atchinQ E; dew��.l.l _ /i:c �' �'c`�;'s ;r'�;,�;<
;;_r;h �� �ea-si�ec gr-,ve1 i:� botto�: of hole , _ ,;,.� i�ches.
Jc:E c:iC r;C... G: _._�'_.�. 1 •,�=i.er Ili�.i:i� �✓ /�hl ��),• l:� ,i"u
L,'
�e�.�, c` _^it'�= :at�. . iili:�g , L�/ inc!�es zbove. hole botto�.
*;t�ho� used :o :���t<.'_.:� ar �� east i2 inches of water depth in hole For at leGs�
4 ;,au:s ,,('(rf�c ir--l_--____ _ — . _
YEI'Coi�cior test rea::',.n�;s ;:�ce 'by �t'G�.<:' �%'r.a�; T".;' on
�G-,�__,�S 6�dTting et __ ;�':/�f �.n��� Maxim;:sn �ater depth a�aeve hole bottom
(d��e)
cur_�g ,est , _,^__ ir.�_hes.
.
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; � Percolation �
�me �
.��c i iT��Er��G� ; ?iGc':5:1:eIDc'.;i� , Drop 1I1 WdLe7 rate� i Rerr���CS
� ".�ru�es , �._:�ches level, inches sinutes per
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i inch
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Y�rcolt�t.or, rato ' _-__ •;'.: �'';,._... _ calnut�� par inch.
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Tect h�l� loc�tion (" �;"r. . � `. f d�f;a .I�� k3�1� n�bez �
__.._�_.__.�_ � ___
Date t.�t hole vua ; r..,-s;-ed_='G -��4 � c�'�� , L�pth oi� hol� bottnn, �;� inche6 .
Diamete.r of hole , i:�� ��nchTa.
Soil data •frc�m test k�� a.e :
Depth , inches Soil t�ature
G - ,�' rf<�,��,r r��;,�
_ y_
� 'I�' �'`%/�L.,.: f.��; .�,��"
�T�w<</ _, /�,!'.+L/✓ i I.t�3%;' /'.Z:%�7
*�ethod of sc.� �c1-::r:�, E:dewall //.r�t' ,/'c',�A �
�_rt., o� ��a-si�ed g:� avzl ii� b�ttoW of hole , ! � inches.
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:J c: F c-;r r�:... G' -'., . �.c: „c�L t T�1�i:i�.' j" -_i;-.J %�/rl ,/-�L1-' - ��- �a --
�c���� Ct ��:i�' a_ wcC�:" I��� �:iZ � .r�,.i inches etiJOVe }101Z �JOCiO�.
?;ctho� us.-: ; �o uaint :.�r. at least 1? inches of c:ater depth in hole far at ieas�
G hoL:s a^'F,�".<ci,i,�l--
YE7CoiaLic�r test rE:,�ings r.�a�e by ,:%r.j GGG�`c on
�
/D-� `% ,' S str. :i:iq �zt Xn: ?v \�:� . piaxirau� Taater depth above hole botco::;
(c-�e)
cu�_^g :es� > --�..---- in_i,es.
_.._—_---- __.--- .
; .A.�E i Percolation �
�
l�:�c ! iI;;c�'�� � � �-�EoEu.i'_ID�i�� , ' Drop lTl w'82�i T2Le� R�ff�d'kS
� *i�rutes � inches I level, inches �inute� per
I inch �
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Percoletian TdtO a ....___._.�`_:_.:f_`r.........-�------ p��uC�' '�sr iach.
� ' T,ogs of Soil I30L'�11�;s
-- -- I3-27
Location or .:'ro_ject iv.l��j� ����.,f�� , -�
TF ._.�- L"`..,, i /�,{//i/ �7flC✓n ti
Borings Rcdi: bY _/'"f/f�.f� .J /7G•�.._� .IZ��G'�����iC'�r Date �� ��,�`�-.+`��1 -
Classiricat'_cn SysC'em: ��.SH(1 __; USDA-SCS ,.�� ; Unified ; other F
Auger used (c'zecl� two) : 1?;�nc' _� , or Powcr ; I'li�;h� _, or I3ucicet �
x : o�t,�t
Depth, I3oi�i,i;, number / Depth, �3orin� numher �
in --_�.�_
Surf�ce elevation • „ ,� in
feet —��-.� '� Surface elevation f,r,�O, ;.'
feet .
0 -- —_______ �
/'LAC/<' .',>ifi,:
/>>`:/'i`k' �D/i/�'
1 — 1 _ -
G'•�'o.:o:c, 1�,9,.�
�JiPL'�eiri ,s;�',t;i', .�.if ,
2 — Z _ �
3 — . 3 � . ..
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4 _ ji'�.�'_'4��� �".'��,> r"'r= ,:'r_��-
4 —
5 - S �
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7 - 7 .___
8 - g .-
End of boring z+_ S- � ze��t. �nd of borin�; at �(. O fec�.
Standing wa;_er LGble: Standin� water �able:
�esent at _____ feet of d��;: ;:h, Present at fee� of depth ,
_ hours a�ter bo::j.n.,, hours after horin�.
tiot present in borin� hole _,:i� ^, No� present in borin� hole �_,
*SoCtled soi1: t�iottled soil: '
Observed at ___ feet of de :th. Observed ae � �_ feec o� depth.
Not present �.n t �ring, hole __?��, t:o� presen� in borin�; hole _�
ObsurvaCions a:1d coT^Tents: Observations and conunenLs:
�