HomeMy WebLinkAboutseptic info Y� $ e��` � �� si, . .
: _ ,� ' � a ; � , i �.r
r .�t �y���f� �, .d '��� i. �4.�ytr' t .�!a �Y�prsr; _
� .. fi .s. . . . .
.�� CQP
/� ,
�i �� ��'�
CITY or oRorao ,,• s-
�- �_jlj, r� .
SEPTIC SYSTE`1 Al'PROVAL ' �
, 1 ^' f µ �-�", �-
�
� ` -'r ,
LOCATION .�—�• ''� ) , r_, .. __ ► e`� � ' � �"
'�:� GENE W1L CONTRI�CTOR ��� " " ' r��,r � � ',�--'•,,• � �. ,- --
��''� r , � '" ��� ,,.- �`.4 c',; ,
���-+ SEPTIC CONTRA,CTOR ��
� s
��t� ;� l-% � '— • �`? " ��
� Otr'NER j ''"� �
�ti,�,.
�,�.:
�, � APPROVED` �
1�PP�OVEDs NOTE CHANGES IIELOW
COMME:JTS �fl t" . /-��,-�'i _ /�1 ,-,•l - //��1� �. f �i� ! ,=- t�^�;�R y"s
/ . } ^ � .� .r r�, .r , • � '�> y � r� � ^/ � "� �
�� � �r� •� , � �� '�� ��-� u .� E -�
� r
��� /�"��� , �.,�:' i.' L'r'� �._.. � ! �/V� � �nL �n �./�-� S�('
.
-r���N��s �� ���T n� (/�: �y C��� r u<�. y � n�r�
_� ^
�J/"."7 ���� ��`/� ) I/`l V"��L- V� ~ CI�� r'�'tI– /+����L'.l� ✓'� � (.' � _
a r- r .�+'�"'"
( �`'C 1`� L�� ' �.+ �'�(J �'1 'l.r t�/ f J IJ C_ �►
� ' • ,
� � ,1
'^, � c
�-- �: j, , �..._
r- I � �. i ,� c
yd' L� ' � r�` l` ` � – —
DATE APPROVED BY:
t � �
_ _r • � �. ��"�' � �.
�' ,�. '�;�/i���' .. ,,,,....,,.. .�•-�
4 �� � 1 �
S�
�
�'T'f�L�- /�'�' �.,�� � � ��. � ����� �c.t-'r .
1 i
� ���`� !.�`• ,�"� � �
t�� � �' �� .����� . . T��S,
.
Y
�S � ���' ���� �- "�� ����� ���/ � .
�s �
D,�� 1�u � ��'�. � S �'r�� ��.�' �'����..�� �
; `a . ` ''> t ;�,.f~ T '`` �_',v`. �. 1, �
w ,
•, * _ ,
..`. ;,,, :�,. . ..:i>�`E..MdL,�'is��:r_. .... '0 .., : :. ,... ... ,_,. .. ;.. .,..., .,. .. �.. y:
,. v
� /� � ,.t3+' � .. .
f / �kp� (�� ���
F4 �`I ( � `^s'3 � .
f � �' i � •,�}
I ,» L ,�
l � / I � y �, �
f � � � � 1 � � � �
�- r i � ( �` �` ' � '
� � � o � �.� �'� �,� k
� ; � i � . � e, �
' f ' � , ; ;' I� � �'z7�� � � � :
� :
�. .—�
�.-�,a � 1 1% 'l � � \ C�
• ` r ' f I � .� � � 1 � " �c�
` ' � 1 � � 1 �;
' i
; � o
� ` i.
1 � o �; f� � !- ' -
� � � l�► .� r
t — � ' , •
( j � � ro �.���'� �/ � , � � � ,;y .
3 � � �1 � :S�i cri r- 4 '. �. 1 N � r
�� � �� �,s�t � �`� oN ��s
� ~ �P1 �� lL � �� • � .r;�'`>
`�" � ' �—,.,� +• ^ �S.�. _j � � �" ` �, ,�„
�' f �/� t�— �N t �\ � - ��� Q
� t1� � , . �' � �
� � a� l p 3�� �!q4 � � i �C , � _
t r �U �../0" U� \,.,•� •� '� � . �
..�,R. � � ' +,�p �� S"OZ — ----:..A .�"" � � �
;' � o �� i � v.l P�.i� � � C �_-}:;=�
� ' �.
� m � cr ��1� e� � � � ��;,;
j � � � 1 s_.
. I x � � % �. O � . / � '� \ �x,°:'��
:.a. �. � _ o z ` . �., ` �, \ �
�. , o
� e� � � � t �Q . � �/ 4, � ,_
v� � �f � - - / "� '
� � � � � � �
c�-� , ' � , � , � � . � vv= Q `
� �p , � / , ��tv� � +
r�
� , � �J('.a o�
' � � r� � , �
� �� �
.L` w�� � � � Q , � �r
� � , � � � �
�� �`� � � o � ` ^�i �
� �\ LO < ¢ L_ .,��` \\ � �
` � �7'a.. �:i�� �� � �
. �� .�. . ---� � J n�
���. �r�
a 1 �S�Z�� ��a �° � :���
� \ �` �� �...s.
:,
� a �� ��
; �'� � �X
. o o ���
� . � �, .
� � .�� �;.
� b �.��
� � -- - -- --`� � � ��� . - '���.�`�
�� ����« �
, ,. •,T�y ti�
M1P kn`
s, +
?' � � :i r�r i,� t ,� �t �xire*+��a.rr�,. ��.».�,w• �e.,,
� °��������
?� ���?� '`s� n't'� 4 �i �✓�`r�a' T �"'"�
� r �#,�����, mY . -. ��4 .r'�r�F t r �� �r f � � -` '
y. �,,.
�� � �'�°x `�t",� ��� ,a'ghrx ti f'r.,�% S"2+"i. ; ✓' .�. ""'� . r : � r � � i
�� � � �� 5 ,� ��. d,Y'"2_`�r.7 ��E P j" '7rM .�y �'�,2 i :
£o ,. �*,� �, z
� x�ld4$��T�.��,}-�n'�o�'��:F '�iy Y'" ��"d�r��'� �` a_^S.i y -� .� S;.� ; � ,.�,��,t � °L ��
y� ��'. + X„ ^�" �p s��' '�,r�f'.�w..yk+,� -
n q �.,;. �,�.� r"t{�.�� fi� ,p'9 � 1 �. � �„� :�� n � t�i t n �r�
jr J$ t N 1
a n . J:'�sr:� - i�.K,^�i,'��x y '�'r�'ts; � a �.Si' � a��t 2� '�+ � t� t�..�'y�. '� �va. i,ln ,
.�--�� .. .. . . . . . E� � . . .. � � �. .
. . '. ,, �t,, .
y�<�f� �'�• � �� R'�F'a����� `� `�9}�"r��'���r7 � �.4 � ^yF �... y �t . ,
.,Fa��� � r.�+�ix.,m�7,'`�J'n ._�. . .t�_...,, ,�"�,,,��'yr .�b�' .5�` �.:� � A�m:�z,�.'���43�tj��,;r..��.�5; f#.,.'�t �,.ie.�'r>f�.��:�it'�'�rirr , .=a- .. . �.
�T:; - ' u�• ':�l� p"`=.:= - - ,a.,�c,-A
, ;. ....a.f.. .. .�-: rr -'a ; ��; ,t. ..-_::` �-'>� ,....i? 7' .�..� :,:h4 ��� t - ^t' ?- 3
u.-��s '�f.� �.: . ,'�., . ... . ��"cyy, a'�- f.. .�"c �-,o . -: # :�;,..
-.�.y. ..r.:�� •�-;<�� ��'- ' '""..,. '�a^.:s z^�;,,:-�Vs. 3,-,�-- ..,..�,.�t- .3�-` �,k� y - �(; y`.�w _ "'�,s`
��(�.. y�
.._ .: �.ur„ r� t. .-�
�'�.� :�'�^ - a.,.._ . . , .,...1 �.. �.,. c, .-�-.„aa ?„�.,. ., .<._-sw ,{;���£3': •a$j r-^ r's..7.� �`.a s `f..4,�� 9 _ �,.
+ a
��.:�:_ ��_.�.r.r: ...: ..r�,Ec .,. e.,�., ..��,.���. .r�._:: ar- ::- .,, �,::-.xv,, , .: �� ,>-v::. :'�.�Y :�' x -�:'� �i'x .� a,aw
�.�s �L.,�:cy... '�. �,.�.._. '-�c.. .�, �� �,,� _
� «"-� . .�h., F�� ' .;, ' *�_�.:, "'� ;3 �; ,� '.�- �a: v� .:f �t'�h=."��' °�` s�`.
��ak a.;k .. �..._.., ::....;,„,."� . ..r.r.-?';� .' .s.,.. .
..;�-r.. � :. .r.�r...a.'� M;.as'fi': ..m ,��„ �.,..;�s..,�. ':�.,.4si .._ .� .. �... �` yz.�� ��'.r,�� �¢ _.� ..t� � `�cr ,1 .,.,;� �� en,��
y - '
s.. §� � �'"' s,�-.�=, .�x;r �`S�; ,--. .... �r. ,�,���`-��,s;, .q•.�. �R,�. �':F.:.;-�.< �`. .e..:� .;.�. -
��n �' .r,. � ��.. ;�:�`�.--�7-`�� sl 4; �t q -'� 6�.e.�� �; y.. �� -�. �' &� '�-
, ;. ,_
, r.
�;
+ 3w
'„ rv
,
� :
� ; x 2 +-.
� ' ....��� �" rf:.a ��� _ � ��_ .3u�s� '�.'+'�.'".�'F - ,-"�
. ,_'
- 3 . a-
,. _ s�', _. �.
_ ` :�
.;"5�,, . � .,.' . . . ... �.. , .r..n.__.�"._m".'�'.�
i / '
3� _.�a%}
� i
' �x �;� s
TB� F,yTu�cr
�� I r fh?A�s,or-J
� y��� .. \ rSRC�3
�_ PKr�4+�SE-o
� 9C- � »1`.•�Y1.�
�� / > 9 � cWa�„a�.a
S� c.y y sk / v�c�G K�:�P �_� R'_A✓� C4u�r'rYsniT" oFF oF TNE
/�� �r �/ � 5,,�.0 �..�. -- � �r,�f�,-r,�;t: r �!��,�s ��f�� .�.�� �f-k.�
�.w �' / �9�i�c'- �� CO.�lS rlL.- ��iatir
/ �cu.s� c � �, r � (1 PR�.cs::�
�)��� W `iG�.--�it�—y :�l` S
/ '� s'1 ,� '� `� ` 1
\ \� -��, � � te] 3 0
� �
�\ " � \ /� , V\ — —
�j� y � �
. l�` IC4.`'� l/ `,—I — _— _' ' .
\c\ F�Y�=11l �T-�"� j lpJ.r�5 E L: �
� i Fh.�o��.�p
M /�.C:�I._�_ t'oUJt �
i ` I �
�� � / � —
� � � I I
Y- � i vzc�;c_o
. - , w c��.� �'j,� I �
, � _ __ _ � � c/�.�ck ��cl�F`��cov�ca �r���r�fs
' `A �
.� � u:C G\.c'v _ � , .
� 1 �
� � I_ —___—I � �
- -' � . . . . . . . � .
(
L
� k.
�
�T�1�1._-c�Q�--��1A.�}?F� /''= GQ - F"ROPER7Y OF�e4��ir__E__,6,PFit! /�QM��
�'�U1-1 1 � �'��c.��l �3��_ X�oilcBori�5 Tests Scale� L o; _`
3 L�L,O�h /
�� — /s2�_�QQ--- - — �9ench Mark F�F�tic,c,� GK1=�K (��O.Ll�.�►
� � Note� This syst�n is 10 be cons�ructed to m�et �
—J �--�----- the Minnesoto Po�.�ui.;r� Con��d Ayency � S-P lES%%��G/NC.
Standards -W FC 40 8� Local Ord,nance ��9� gy,S^��'�,�.�
Date��/�/�.� PH.6,2-4y7-356C�
,
. . _ .. .. ,. _, .� . � : <..r .. .�_ � . . _ . _ _.,. . - . _ , ,. � . . -,_ . . - . ._ ,._ , _
> � . ,
, . ,>� ._. s.. . �
.� » �� � .���- .:,.
., . , .,. ., ., _ , . . . :..
_ . . ,.., .,�
�`�,�i a +f° �K i,�t��" t .t t t i,,,�'�;� �C � z� -. .
.. . ' .Tt, ,. >=> , , ,,'i�� 4 . <
. . _� ,�f� _ - :/�a.�l ..�.':t�s+.=�.,a.,ai.'��'�<n�44d�1►�n'.':r��...
�-P TES TfNG, INC.
951 KA?YDID LANE
ST. MICHAEL, MN 55376
497•3566
S7EVE SHIiiMERS
' .lune 17, 1988
s
'j:�uccr Bren Nomes
L,ot 3, F�lock 1 � ,
French Creek
Orono, tler�n. Co. , MN
�
�
�
This system is designed for a Type 1, four bedroom home and in accordance �
with the Minnesota Pollution Control Agency standards WPC 40 a��d local
►
ordinances. �
The soils on this site are typical of SCS soils - f:eC - Heyder sandy loam.
Z'his site was test�d for a pressurized mound system 7-4-BA during road �
construction & construction of a house on lot 4, block 1. The proposed �
t=eatment area was compacted, tests were ran & failed. Borings were
completed #7 & #8 i.ndicating the clay layer is approx. 36" to 50" deep `
under layed by sandy soil . It is recommended that the clay layer be re- �
moved by using a backhoe to prevent further compaction & a pressurized
n�ound system be place� on the sandy soils using a minimum of 18" of coarse
washed sand below the rock bed. �
�=
n �umping chamber will need to be in�tdlled to lift the effluent to the �
trcatment area. �'
�.
Thc mnnifald and su��ly line pipe must have back drainage to the pumping !''
c'�amber. The distribution �ipes shall have the�r ends capped. 8e sure �
the rock and sand fill material are clean. The sod :ayer c,elow the �
��nt:ire mounc?ed area must be turned ��ver, just brea'�c up the sod, be sure �
n�>t �c, ove�r work. f°�
Thc� ���wer supply and switches must be located outside Ci�e manhole and �i
� pur�r>inq chamber in a weather pr��of enclosure. A warning device must be ¢'
! in�.���1 '.ed wi�h a light and sound device, this is in case of a pump failuze.� }
("^«>r.cury floats are � good me�hod) .
A ! ' i}��1�:��l�OLlflo w��' !s ,ir�� lr�cated more tt���n 100 ' away from the proposed �"
�r�:����rnc:�t are� . �,
E;.:
Keep all heavy equipment off of the proposed treatment area before and �,
afte: const�uction as much as possible. The treatment are� should be
m��rked o.'' befoz'e construction. �
°t;
It is recommended that thr septic tanks be pumped every 2 years. %�
�
�;
�.
�
Suil and Prrcu(ation Teiti CONT'h �:
Sryt�c Syitens De�r�n
.
�,.�»�,p�.�.,.,�„,�. �,...��.,y,�,. ,; . � .�
,.
.. ;:
"' � �n:•�}`�.ne+'�`�����t `.�x T,�s����q '6 i � •. a�na ,�`—
r '. t� `t � � i
� . -3r.s . r° �`4�� �'" x .r,�` e���`�i,�+,�la�� ..�,^ �y�"1 z�n #ti� 7�-�,�z.�� �� ��,
>.
. . f'4. w��' Pe ��y� �i�:•%e�' ?��5,,° c:F � `�.•:w FX.t �.:;n i, ,-aY�'���A y� �4t;'o�,`,���>,aY'dl`�1�� t..�„4.�1e'"r,,.��"�h3'y'ff::..
. _ J...t� f — _
� ;'h�� �>re�er<�tion o£ this site does not meet stat� & local codes. In a
,,:E r��t�tinu with � City official it was determined that this is the only
F��'' possible way of treating septic eff_uent on this site.
��
F
�1��-ti'�� �.�P�Vvv�,�..`�
Steven B. Schirmers �,�,
t `
t
''r' ,
Sf35/ds
;�'
�
. a....-m. �..,_-.,. .,.. .: .:_.,.. ...._ . _,,. , . .... _ .
,.,E � s �' j w� �"`t � !!7 r:s J. ..A�.'�`��}'� '"t
rG �
�,i� ts ' . . . ..� S, . t+ � �' iR. su x .
�i� � , • � (.J1 �� � ���3
� t( `_
;a � { � � �M � � � ��� ��;
� ; � �:
� `-��, ' � �•,� • v. ",�' � lt {�J" n � ����a`�r, � � �'.y�.
'�,'4 � W 1 ,�.ti e^' �:: �
_. � `�i�• � . � � � V(��',�' V �i.E.% ���•i .r/,E�,}�4,:;r
�. Y � =/ 4 5,.. 40�H*+ G1
j 3
�4� , h µ v �) � Ly� i ` N � 'r','. �`�'�, `,�.
v��Y � p� . . -� �.y � � H �
s r���� � � ._ ,� � �� �� � �.
t e J
y� ; I x� � {k � jL � �d .A
� s �,l � v t �' i �
t� z K ' u, `,� `" m� '
.;
�"�},��� � w ; a y�� :�1 + .
�ft� s� , v 4 v`i V� � h, *�'�
F h� 'I �
�'t�"y✓ �..t ' 1 ^ � . � I e� � � � �'...
�, 1- � .� .l� "�r4� ,�,�, .
�� " �<; � :s �f ,v � �r�,'. � .��t a k �r �
`l t�� 1 �t � .� '� �"�'d
r �as�� � k_ � ~ �'S � '��i' ��'
�� ,�� � : k„ 4#�
,� W V Y :�A `",y 5 � ,�`�:.�i'.
f`� � � Y J V �fx ,� �r �
r - " �c �Y !V . .1&;�t `' "��C�� ,'�. t�z
+v�� . y �C a � ��;�
3" w e'� � V 5"',��
w �f r
t��� k H�t� . � . . . c k tt� � .:
"��4K�x�.��g � ,� . .� �i. � "���� ��n� �.
i
+. �1 M�. Vk � •� � _i x Y4 , . .
y�� i
�p,�i�,._�� I . !i� .�'4 (! i`� r � �,tk�Q.
x��`�'"�( \ �y O � y�.'� �
k'V�. �� i . � � � O 6 ;',. , y ('✓.�j,�;.
.. ` I Y y�U J � „'::� Y.
� j� �`
'� � `� t3_4 � .
' 7 t+ ��� X� �J'i �
,.r�.°,� i�: j �.� � �Q 3� .
�� a �
m ( p p r '` A� . ., a
t�.. �.:. ��� � '� t° .iC �
� ��� �� �L � � � � � . i.�
�� _` —�_ _ r p .
S� � �1 � V { �� M V rt ,,
� �VC t 4l � � � �R S�I #
� .3 7 �•I (1 � ', �� x�5 � `r{� � �"r�v
� ` D � �1 � �_"_ �' ��m Y ✓ � -
4 � � � � �� ' � '�— _' �� Y Z
��Z � �V � � )
,rr'T� � 1ti1'r �J I . :
� �`t �� n � I� M � k) V f,�.
1i � u r� j f
'� `�.; / � \ � i it yJ ,� }y. �Y'�
� "� � \ � `� tl � :ttPf' „�.h�.ru #"F.
���,�+S� � .. �3 _ �-� �.r�i {,��,.
y 3°�� sP� %r ,� ' �r"'i �..�V', �'--'....-a�_.�' I �'k.�M '"a � f��.'s L. �.
��j �tl y,x 1 ^ ��^ l � � � 1 ��'a �kA ��,d.�i�`v�.
�.t .K' + _..i` Y._�x v '1� � � � 3y.,.
,«.; .
1`" i .� . i �� I , , , { �, ,.
. � /'�'s � � T � � �^ a � r,
'Si � \,� T Y` � M � � � � z S
� , 4 ' S i -
dd$ �h��- � ,1 � I �. :�� � � {� ��� �:.
�bv� r .
bo��. . Q�_1C„ - � �� � � µi.�,'�'�3� �w y* 1,- .
� � t+`
"w. 4 S `4�♦ � 1 �,
� 1� , ! �c r x c % . u'"t
x , y.
��R � � ������y�w�+ � � i � � � � �Y;�t�,�,,,$ ' `��
..'a4` � M O 1"_ � ; f I �,��'x�''F $ ����° '-;,� "�.
'�► ,c �+%----"'_" y t� � ��� »� � '� r � ���.
�� �� �py. �,� f E � i '` �'�,q
� , � �,c U o� ; ; ' �
� �f� �� 1 � �
' ,�. � i p�':� i ' , � t ,,
�s' � q { 1 � ,�; e i r .
P �]
�'h� 4S ( Q V� ( � � ,�1 1
fi �
I { t>t.�
:- . r1� � � � ar �
x; a''. y 1 �,° ` � �
�
t'� 1� � � � '�� �s'`�"�'�
i;� ,'�� D�I -� ( i
k. � � � ��W I '
� �
`�'a , i . �
:�t`�x�� �
"�l aa'�..q{i�� � A!T�.�`},�w` '���
,y�.' ���(,y, � ��� 1�`. 2�� ;�.ii ,�, 7 r
5�p ��h �`4 5t � Z -x
'aFr� y ` ,�y��'��*�e 9 � P.
iq C
y �
.�� �+'�,�*'�,iR�l % ,i.,��y,..
F� �� ........._.__�.�,..a� — ��y'#, ,�S
y� �k: '� . +. } �. �, > - ,'a'� '�".,.�'�, '.�'s�=,y; r' - - .. �
� Y �" � '� y r . �f
��x J�S9y�� �� #� �- � f k ;
.� %' � tfr, f 3 i e� �...� �t�Er P 4� � ' . . . �
'wyri i,.� ;"e.� �a t: �'S�°�s�3 ; y, �'� r . a.
r � .�:�' i 3 q'� Sa �F PXd r�, � s y
��^�1k��°���� :� s'�` 3�„s�J�„# ,'�i' F� t�` }�� �Y �� "� ' !.l r�'���. sn.�) ,.�� . , �.
-.'.:� ,,,� .e 2s ..� ,'.s � 1.'v�.a.��' K't, � e�j'��'��,�e.�.1�; e M�,, i"'�' k�-".�e*�"�.�Kt`41'' 1?^�S.�..y)'`k , ��� kp� ''r'�. }t�'#'; i,a. nv, s:4 i
� � ��� `2�'�'`'�. �,�5����'#F,� �aw`� �t''� ti'�� ��,c'r�Q ;. ��t+ `�� 4 „,� n, d i.
d�+Q �,�. ,;�r1�(�� 6 Y t '✓ S 'N'-� �` • e i C ,5
k-Jf�h"li.j.����"•k�H��'� .C+M Mf�.C1 � y1 5 �i ta � �Y�al"L /{. +�[ MyA R�d : i' fv�Y"!� FY�R�jiyT�}' ����,k'k�„�"3�
b
�-N,��v�"��M1 c�H�`.� B �y :�'s 4 .�.-',q'�r � y_ `�l`8'+"`�y.,��� . . r�� �;' m m�������� ,f..�. .�..,.��y � '�-�f� t�a>�lAg3� i'�'��P�"'y,`��'Si4�`�t, 7�r`�ji� �."..fP.��
_'.;r3 _�44wt�',�" 1ii ai'(a �,a�'.�.i� P�11'��. . .�.:..y � .`.� a� S, , -�' '� d.:
L�Ha �.���A_ _ -a..�*� �'�.��4?����b��"y���'� �a' :� w r s� ��a� �t � .fa4j x t � .� �'��� ` 1 ri�;k `.pi v �,',
S d r �._ <, 'T..: .} �;,.
- . - .. .. - >lb.. , _ ._ _ •i . . �
r. .._., _.. ,....«..� ,�.; . ,_ ,..<. > � _ Py � � ��#',��a¢£�, ' t � t
� . . . � � � i `"'
* �'� �w{ � ' t �� 1 � r �
...� 'J ,.�t � I �� �:! 1�: � i � {'�� A.$r�,i3,�„p�y�,�yiP�� fa � ��,
Y.s"( . . .L' "j .. � . ��i� ft �-�� � s� �� � t •��� u � �� �'A� �, y .�r .N� • .��
! L i i �
��� �1� � � ` � . . � T�7 � � �l � �, • �� ��:.,� .. 3 � � °;� 3 �54 'F . �.
�)f 1. . f# C��� � t, g{��,,�� ���,�� � � x �.�.
�i�,,4 .;Y� ¢ k; . � ��� i�p,�,� _ ta � '7' �y .. '*r �� � i ���-:'+�- €`. i �'c,.�`°�Y'�'�`�� ''�s-�°�g �#.
� a 4+ 6,J l'�kN A:r ��.� �!}�. F.-� , �� s7+ •q�°�d �hq�,��x �c .
� t t ' � .+i� r
t � � �'V . `S x'�� �) ! � � �:. �I ��� �', �- �`'�5� +y '
. � ( ) �, . .. ,, �j �' tw t�`� �' � r�^"1':' �
�� I Y w, W f 1 t � ia� +n � � # � � �E,,�{ ry ��� d�z %�y s
��. � '�,,,"' , � C.i �� �� I I ! L o� !1 � � �'�t �.j '# � '�j;� ;� � ����' x,.
r r i , p � M, ,
� { , < „j ) ..J ,1 � � , ! /y ��' %� a � � �q+�.
� -� � � 4 �? 4�N tU 41 l�J �u 1) f :. � ��� � "`��°'� f 1 ..S`,� �c'R ,
a / i +� t[ /C� i.e �i� � ��t q!y �,� � � f�� '�( �:�'`� �• � ��
�. � �^ O 6 `^" � �� )� } W U ,+ (°+T Y' . �t � �ci *.1 �, � ''3�" -
� �,� � � � �( ., � �' � � �� G ' '� ;�
� �fA �'� ,.k`
1 f 1 ' �? i' i � � v'y ' �� �. � ��4 ~� � � ���,�,�'��..
�
T*'j�y� "'.� J ..y+ � '� ,► � �. . �t �• �` , � �.� �3X�at";'�
7`'1 � ; L. �Y m. � ,. �,a � ���,,�
� �Q ,� 1� � � I � � � . . - A z��,tt �ii (
. � � � ; � � }�' � � . . s #�r��.S '��s,,� 4ti a�3!"�,-._
',� s � ��'
, � �I.�{, t i . V � � .:� � [p` . � , ar.
5,�; M �
�Mi j r � ,�1 Il �r `:�T 4.{" 4�3 �4i 2 �A
� 1 ��.: �j Q �) �� _"I �r ' r � �' �"�����`�a.�� ��`�c,�^'� �`� ; •
���n..�� �• � ' '.'.'4� �' ✓.Y 7; . �� � � :`,��"� �1 *���2`� ��'[��� f db;,e���`�
I I I � V
� � I ,}� �„ � � „ rr '� f � �,, .�a. S��r�,; �. �. ,�.
�E � ' � � « 3 d �' : r' � I j �i�...��� ;�� � �.
' �p,. U +x � ��" 'a 4�Q (� �� � ri �e���` � '� �. �..
�`'� � � ' b � �� � =� :� .�,t ��' � r � � �,Y., � , . ,.
T �+ ;j � z� � ,,, t �` ` ,f �� -�� -�
� � � � �t ��+ � ;i � �_}. r �� � -v � �" M i �;� � ��
'+%� �� �i , U . . '",� ' ' � !1'1 � „�, �,c � : �,, 1 4� �:d�F� "�`� , �4�' 1� � :i���,�
� x K
f � � � � . � i ��� � �g �'"d �.'s. �:.
GG � }%
il ,�
'' � ` � � � I i I ` �! .,d � � �� �i��" � � �,�. R �
` � � � � �I �. � xN `'�1 1a ♦ ;�� �� �s „a��,.t�"'c��+�� �
.�, � �� .` � il �x � 7 � � !� ��r;s ��Y * ��,� �
"�t" � � t � � J " I `I `. ` � n 3 i'��� . � . �.�} �t a � '�t c,
� \ � II f „�" ,� �1) � � ��, F� t`� � :h� .a:
` �; �,� �i j ►✓ ��3,, �� t � � �'.:
\ Cj'� �y � s �v x
\ � T , yy�` Cl O � `, t��. � � �"�� ;'
`I �' q ` �I � C � p � � 'Zjr . ... �.�'�t{" i
;n y ��� y ta IZ� - � 1a � i � .
' � " ' ` i e ,F '� .. '� � .'i H}� ��+3 .
�
'. i ��r $� y � 1 � ✓f Q � Y �h;
Y ..�.�„ �+ � �. �; r a�. �
� N u�y � � F.' � � '� � 5 �' � � ( ���y k���%,^
.;: ��� i � ii�.r y r� n J Y� � � ,� i � ,, 4 ;��'',TF y,h� 4
�. ,� y Il f v.. /���� 0. U o � 4 p �i r S+J,;#�. #a d Mz .�,,, .
p(; 5 � u u o' a}....';� � a ! ,� � � a ! {�+, �y'����� ..,c a'�,i� �a.
..� ` ' ` � . ��f 1 Y 'y .� �+ � . < �vK' 3�.'.5 '1'�c �� Nv}
i
ak ' ` w �' R � Q � a '; � �y i -;` � ' ,a.x 4,�.y,! ,r���ts y`;� t ,�.-�>a-r
��1����! �_.._� � � •F � � µ ? : i. k,-�� ,.{,,, *�r Y'
� N � v• ". �~ ,fi, � � * ♦ J �. i �,r.}�._r�,. ,,. � h,��� r��' .
. 4 �� ..'� � � ..rr� ' tl' f'f, � y d t +�, �� -,-,
�,"� _ u o . _ � +� c3 �� r- � ,i t� �,r��s .�..gyf r���fr��� .
!T C '. C�'� � � C � � � CF S�,'I' � � � jt '.� �� '4 ��r+
°i r �", � �c �'� � ►�- I j� � � � � �� °'� �i � � .� 3
i� �, r u \ �, � �i ^y
v s n L o E l.. _._._r ¢ � � k •�Q, `� w
y EEEr r:�� �� . � ..,q � `� �' (� ° +'rl' � +�' g
a,,Y =y - �'_."'� �� �I.�? � � � .� � � � �' r1 F
n�c�`��� .;a�i L_� 'o ( ti>� � �U � t`v..�<r �+ `� �' �% .����k � ..
� y� .k t� ! f.��
� U� � � 7 ! �'...�..»..J � � � K�' � � �` � � .�k � � t � �1;���, r = .
�� � . r ,� � t, .� � 4 � �+ � � «�;:� � �� � ,�����, ��� .���,� � �,r��x� ���
.� � .f
, � I :; � � � , ,t � - �, ,�t ,r,'��, , ",�, , ..
� � u � ,.. „� a ..E ,), - L +�` .-��3 � ` ,�x� ,�:
5` W� ii Ij � }�, Z: � iy ,V yn �.° �i �'� t ...y �xY�J"�f"'j��� r..r��J�r ° t�;�'s�tit
"& Y�� N . I i �� 6 .� (� :^ � r 3"` � y C ��i�'{na� e'� . �i:
I '� � t # ,� 3�°, :
"p 'E'� � Q s (�: � � Q .ts' +'� � � � �.�7;�� '` �`;sy.� � �?x x� "��d1'
� t 'l�� Y, J' z-` 2�' ra
����� 2 " � yJ N b �. �Ls. + �a,e• �O�e�r� p��': � Y•�..
• � � •r� '� � � V � 1 � 1� �•,'� e�'�n�� ; �iw��� � �..
. �� �I �m�v Q �� � t. !� +��. � � t .
� I �R �y �+�
�...�1. I � j—�F+10 �� W S( � � � t �.t� • � +,. a
.,�..� 1�.. I q F' � S i m � � � u � � �
�s, . �'o �`� . � !c ff �' � �� � a
� � � �
� f
'� ` � � � ' ,� ' �
� � s. � � � . .�
�
• ►-� ut �y � �� y�+'. ,e� � ���
. A � • , Nj ��� t? t.,� '� � � 3l C� p,� � .� !'{ k �`i. k3G�;�� .
Z {r � } ,,�"'s�"e�k`±` � � t .
�, �s,t p�3� a , x.
c F;Ji� ir� "a� �FFf,��°d�� �x X'�,
W '���,d6�:���'„+.,'-.�q#k+ hz ..;., �,}'.
, J �m i�'`Ti,a,�g ,,��
� �.,� . �C„a� M -
_. �.._ _ � .. (y , P .` p ,
., 'a°,�e � p�"j 4: �p�"3����"'�,y��,� _ .... _ g Y.!� � '.�°�Si j��{�dy''�.l
�s' a� t � �= ' f a m�,z��, ,�,
s�5-? 4� ! � � - �,"�t rr 4 p�a n 9�'1 t . �S�t �. -
a�.E ,, t ; �dP i M z p + �i r�� � �"Y uK �.� �� i� � ��;fk k�� °3�r�k,�a9r� i�;:� �"�T� �,
``..« z�::� s t .s' ^�,�f�`�i�.�'4�3�'"'� '� .,r;:�`�.,� _g.: k cek`n�'�
. ,. . f�. .-,r , , , . _ , . . .. . . .. ..
.,.-:<�. � . �. .
. . , _. ... .. ,, . . .... �.��-»�w.0 ss:7:, *:1��,� '.;�,�, . 'i ����� t'1 As��:�
* _ ��:
>.
�
5
°rk
� .., f,
f��(
-----. -- .—'—.._25�Q� �"��,/�4,2¢7'��(�/
j=—-,...�c...,_ ._.....r.,�..,.,....,., ,a,,;;- �
� ��. t .,.,.,.""e!�"��,w.� _
' �'w_ 'Ml.s���. ...._.��i ` ,,......... �' ~Y ���`'"":'�"'+,: �
�,,,,,g�.p � �� _.�`�b+r,_ ..__�, ,,w_ ` _. "�`-"..���
�*-^" , o. ! Dscii'��•_'��`��• ��4• r� ;�� 4 41
�,,..• ,.. � ._ '
� Rtl�R�3L � � �1�.3.�'i 'r'�=^ -�'��'�a-- _�'Jt.'S �`''�..
'e.��ow �,./ " � ^\ � � � 30.� - _ ���"''``.��, „� a
J :� r�p N p Os ED. �"--o �.54- .."'~�-.y. ."
4��` �...0 4�N � ' ���� .,�..
/�y � o�.��
ara.N„� 3k »( �' '" � '1
� �,�' �z �-'_._� ,.,� ,`
� � �- — — o.o�.l �-. � ' `�,
� � , ���'�° i a . . __.��..�- . ___.._...-.---r � � `�,
N � F���.t� , � '.,,._
�.-�.� z _r ^ - �8 �, �
.�; ,
f � �x� _ '``:�'r;,, _ _ - "�, I
��f�\ ����\` � �\ �
9 � �'� � �� � �
,'�,�� ` t'f� ,�e � �\ �
� �'��°t�� ` ,
��� ��� / � \�.� .%i '
�.���y ��� �`•, � �/
� /� ,�► Q ` `✓ '' �„"�" '1M, �� '��
,
/T �//� +�" ` �, . 3��� 0�• �*�o5'c�
F�F �;, `�' �5 ° �oa o��.�
� .�• ��+'t• `g�,EK :
� �
� �c,�.,.� G� �,�.---.— �:
o Denotes Iron hlonument �,4�/�
XO00•O Denotes Existing Elevoti �(
���•�► �enotes Proposed Elevotion Propoud Top of Foundot(on E�evot�� =9,fo40
x x�.a Proposed Geroge Floo� Elevotion : q��
_�--- D�notes Direction of Surfcrce Droinoge Propoxd Lowest FlocK Eievqtio� :
I hereby certify that this is e irue ond correct r ��'�
epresentotion of a surveY of +he �ries at:
Lot 3, E�lxk ], FRRNCtI CRE�K. H�Mapin County. Minne�ota.
. And of tf�e location of oll buildings, if ony, thereon, ond all visible enc�oechm�nts, i ony� from
. or on so;d Iand. As r��rveyed by me this lOthd of
�Y !9 H� .
�� i ,� ,
!.'.
Tt'�'s S• eergqufat f
�i`' �'�-�j mwc� ►+sc ���, Registered Land Surveyor� Minn.
lic. No. 7725
.�`'' '�••
�� SATNRE-BEAGOUIST, iN�, �„',��'� CERTIFICATE OF SURVEY
1 'i �w�ouTN��o.ow�r.w�rUT�.µN e�a�� �l0 e }Of
'*' .
` Ti�ar�ow��,ii�h�000 ��
'---••�•... l0(i0-SZ ESft[K'h: E3F2NN HO['fFS, JNC.
�` '�iit�`��°.'�
r, *
' . s r�, ''•� � .�a
.} k Y.*. ,� a' .J' zS � ,r '�, .. c o; � .
� a a +i�w�'} ''S �.���'1i F.�.��,'�f E
' . . . _. .,,�,an��'r�s'�J„� s�.�Vy+,, .s� , � , ���';:'v, k�_� r �, ,+,n�% .r
.
'� � � 53191.1
TQ: Street File
From: Michael P. Gaffron, Asst. Planning & Zoning Administrator
Stephen Weckman, On-Site Systems Manager
Date: May 31, 1991
Subject: 2280 French Creek Circle - Septic Problem
Note: This was brought to our attention by Steve Schirmers after
a request came to him from Quickway Excavating to check out
a surface discharge from the mound system on this property.
Symptoms: The mound system was discharging from the rock bed at
the northwesterly corner. Bruce Bren had noted to Quickway
that the discharge to the surface had occurred as early as
February 1991.
Possible Problems:
1. The pump in the pump tank was set or somehow functioning so
that the volume pumped appears to exceed 400 gallons per
cycle . The water level at pump shut off was at
approximately the base of the pump. The evidence on the
walls on the tank as to the normal pump turr%�elevation was
approximately 2' higher. Steve Shirmers calculated the
drainback should be no more than 30 gallons in the length of
piping between the pump tank and the mound. If the 1, 000
gallon tank has approximately 19 gallons per vertical inch
capacity, it appears that appr�ximately 400 gallons to 450
gallons were being pumped into the mound at each cycle.
It was also clear that the single orange float that should
be controlling pump turn-on/turn-off was hanging at its
lowest point and was a foot above the water level, when the
pump was still pumping, hence it is clear that the switch is
not functioning correctly.
2. In the rockbed of the mound, eff luent discharging from the
�ump station is puddling in the rockbed, and not penetrating
into the sand layer below. Borings in the rockbed indicated
water level at or above the top of the rockbed. Soil
borings 1' outside the rockbed were not saturated and in
fact were only moist to a depth at the bottom of the borings
as much as 2-3' below the rockbed. Clearly, water entering
the rockbed is not entering the sand f or final treatment, or
is only entering the sand at a very slow rate, good for
treatment but hydraulically not accepting the full load.
� 2280 French Creek Circle - Septic Problem
�May 31, 1991
Page 2 of 2
Also, Steve Schirmers did a quart jar sand test during our
inspection today and found that the sand sample from various
depths of the sand bed does meet the cleanliness
requirements for mound sand. In excavating in the rockbed,
there was evidence that some of the rock may have been dirty
and there is the possibility that fine particals originally
attached to the rock because it wasn't clean, have filtered
to the top of the sand bed and caused a clogging layer.
Also, another problem with the mound system is that there is
no loam or loamy sand cap with normal top soil above the
rockbed. The materials above the rockbed are clay loams and
loams. Also, while there was some evidence that a Iayer of
hay had been placed over the rockbed, in approximately 4
borings into the rockbed we found no evidence of a building
paper layer. However, the heavy consistency of material
overlying the rockbed suggests that there may not have been
a tendency for that material to slough into the rockbed.
This suggests that the rock originally used may have been
dirty.
3. Regarding the sand below the rockbed, this sand during
normal probing appeared to be rather compacted, as compared
to what one would find in a normal sand situation. There is
possibility that the sand layer itself was compacted and may
have some effect on limiting its permeability.
4. At the manhole opening to the pump tank, the ground surface
is at a Iow point relative to its surroundings, and during
spring runoff and heavy rains, it is very possible that
runof f water i s entering the pump tank through the manho 1 e
or inspection riser opening. An easy solution to this
problem would be to regrade the yard directly west of the
pump tank so that positive drainage away from the manhole is
accomplished.
5. Steve Schirmers was able to check inside the house today to
determine whether there were obvious extraneous flows into
the system or whether the water softener or air conditioner
were discharging an inordinate amount of water into the
tanks. During the time we had the pump tank open there was
a continuous stream of water approximately the diameter of a
pencil flowing into the pump tank from its inlet. Even when
nobody appeared to be home and no water use was occurring,
this flow continued into the pump tank.
This memo is merely to document today's inspection and
additional followup on this problem mound system will be
occurring.
. � �
� -�,,�,fl� ��%LE'���
„
�l--��~255 QO~_'7�/�3a42.47„w .,b ,
� — — —--�..—. � -
���.�... *, __. ___.
ri __._'�"o"'-,--.----._.�._�__
` , a�s�.3 n ,x 9___ --____.___a_._ ----___,-- - .-_`--`�. 40
_.-
9q.0 n`i„��--- _— _ 9 - ��.o_�.�_-� _---=`---=-� -
.�/"� , .--� '' g�_D�cK �_ ,JR-� ~p���'�.�.
PR�pt�S E D /� \ ��\ \ \� Zo.$�, _��'
� �y�ec� f�' _ � oPosED �� 1—_-
E o \`i 4-
_ _�0 '�PAT�� .""" C �N �3 N !\h `�..
� �/ �2.
�V/
" • N ai �, 13. IS.O
/ 963.67�. + �34 � 3.5 962.7 �
I �\�i q 9r.3�2
. � _ 0,0�.) �--� � ��
N I � �AC�PC�SE� Q __ -- �� ~� � .9
� I � � . ...
�/ De K 8 60
(�1 �;�Z� �1 %
��.��` �\�� _-- -� � I �
I //-/� /, � �� I cv
I ;, � � `� �
�, �9�('� ! ` / ��,�\ \ I
�-�l-� � � �`F 1' �p � ` I
A `(� \ ��� ` y /
: � �
' ������ ��� ��\ \ X\ // , '� 9M.9��
9��.� x y • >3 �� .�� � � R=3os.ao
� �.
� � 4' / •Z� O� p
� �/C � �' \� � / ��32 1��A��9r.e.e
c� c�,����� � �-�Z'�5 �tiEK
� �
xq�7..6 ��
o Denotes Iron h1onument !�•` /
X000.0 Denotes Existing Elevati n ` Proposed Top of Foundation Elevation =qfo40
1000.01 Denotes Proposed Elevation x��.8 Proposed Garage Floor Elevation = 9ro.3.ro
�s-- Denotes Direction of Surface Drainage Proposed Lowest Floor Elevation = 9Xi.O
I hereby certify that this is a true and correct representation of a survey of the boundaries of:
Lot 3', Iilock 1., FRRNCEl CREEK, Hennepin County, Minnesota.
And of the location of all buildings, if any, thereon, and all visible encroachments, i any, from
or on said lond. As surveyed by me this lOthd of May 19 88 .
/ ,
�!�
/ � / I
/� .� �.'� � ' !/� �'L Y
Thocnras S. Bergquist i-`,
REv. 6-8-88 n1ovED t+sE B�c. Registered Land Surveyor, Minn. Lic. No. 7725
+tE�' SU�yR` j��`�o' CERTIFICATE OF SURVEY
W +, SATHRE-BERGDUIST, INC. K f0�
' = 106 SOUTN BROADWAY�WAYZATA,MN bb391 ,'O 8
Il
TEIEPNONE612•476•6000 �Q(p�-�jZ �KU�'k; ���� H��''�J/ ZNC.
` � �
� /�� �
255.� N��4�4�"w
�- ------ � ---- ----� \
I I
v,��. I 9!f1.3 x. .x gsOA
" 20,0 — �. �5�5� I�.O I
,Y.� I 956•�x�-� �B �E� — ��934.5 I
.':�i:. �� �n �5.Z5 '�' I
. I RZo(�SED � n�\ \ \ �d.�' S.7
:. , 3 C�v.eDFN ¢ � � " • F�2oPo5EA, �'= 5¢+
-'` � �u� p I PAr�o Aeeq `� NouS °
„� � � ---� � �3 I
-i\� ��\5 Y: —a�
,:�� � R. p m �„ �3. IS.O �
..`. I 963.67 N�34 �N��.5� 9fe2.7 � I
�� I �\�iX9e3�- �9�3.21�--I q— �x9G3.'L I �
::? (p 2 G�O� �<a3.� ,-�� i �t Z
, � � ( ____ _ --, .___- , , I
,:��, N I P20 POSE D � 1 �.�1 tLL�
�. peA�� � a I
.��, �' � I F,��-� I L� �;_ I �
N I �s � I � ,� *� �
L _ _ ._ �iv�,\ �, I �
I ;, N
� � � �� � I
� A \\ ,\ , I
���A \ \ \
\ O I �
�\ � �C�'E' O
F `\ �\F���.Sf� \. I
� .`b ' ` ' _J
� � i '
f� �/V �/� \ \ / �', `t � 9d�.9
�� xCy >3 � �.� � y ' ,. R=�
�, � � ` ��,
D � `� 4��90 \ / � D' 32 2� �9�e.e
�c�FF �R ��' -,Z"'S EEK R�Ao
� � � �,�
x9�7..� r a �
o Denotes Iron h1onument `
��v/ �
X000.0 Denotes Existing Elevation . ` Proposed Top of Foundation Elevation =q�40
1000.01 Denotes Proposed€feVation' x 9��.8 Proposed Garage Floor Elevation = 9<c�3.ro
�— Denotes Direction of Surface Drainage Proposed Lowest Floor Elevation = 9�l0.0
� I�her�y certify that this is a true and correct representation of a survey of the boundaries of:
<�.;t i
��,1`i�l-���� Lot 3, Bloc;c 1 , r^RFIt�]CE; CRE�R, fienne�pa.n C:ounty, h]innEsof�a.
�. r,���PF�
And of t ation of If buildings, if any, thereon, and all visible encroachments, i any, from
or" ' A��ykyed.by me this lOthd y of �7ay I9 f3�3 . ,/
�;- ��-- _- - � ..; :�
�� -- -� �� .
�. � � �T� �' �;� i�� ] // � r��=' ..
�' ,1�� ; �� -i .,.
' /
Thorn�3s S. Ber.gquist� .
Rev. �-8-88 n�tovEv HsE g�L Registered Land Surveyor, Minn. Lic. No. '7725
fCAIE
+�EPS S�q�F` �„_ �o' CERTIFICATE OF SURVEY
_ = SATHRE-BERGQUIST, INC. K � for
- = N 108 SOUTH BROADWAY�WAYZATA,MN 553�1 I'O 8
" illE NO.
TELEPNONE812•476•8000 �Q(pD-�jZ' �;�ZU�F, ����N H��"��Ji J.T�C.
�–� �'�+ 5����� ��C. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE � St. Michael, MN 55376 • (612} 497-35fi6
August 16 , 1991
Audie Dunham
2280 French Creek Circle
Orono, Henn. Co. , Mn
This letter is in reguard with the existina On-Site Sewage Treatment (
Pressurized Mound System located on this property. The system is
surface discharging at the west end of the rock bed .
I inspected the pumping chamber first. A small flow was entering the
tank with no water being used in the home in May & August of 1991 .
In May tne pump was started which pumped out until the bottom of the
pump was exposed . The float switch was not functioning properly.
At this time two holes were exposing the rock bed at each end of the
rock bed. Effluent raised to approx. 12" from the rock bed to the
originai soil . The soils were found to be dry. An additional �
boring was bored at an angle into the sand layer below the rock bed
to the original soil finding the soil to be dry to moist. Effluent
does not appear to be traveling through the sand layer. The sand
belo�v tne rock bed appears to be compacted when drilling through
the soil profile. A quart jar test was completed with sam�plzs from
several depths in 2 locations and does not meet Standards for Mound
Construction.
A boring was completed into the rock bed. A 18" layer of loam &
clay loam soil was found. A 6" layer of topsoil & loamy sand cap �
which is required over the rock bed was not found . A layer of hay
was found in several borings but paper or filter cloth was not found .
With the rock bed being overloaded and saturating the clay cap over
the rock bed , the clay soil may have sloughed into the rock bed. The /�
rock that was pulled from the rock bed , clay soils were found on the - 11
rock (pressed to the rock) . With the sloughing & possible dirty rocks ,
the sand layer at the rock bed would be sealed off.
Reccomendations for repairing, the system:
Finding the rock bed full of septic effluent and the Iayer below the
rock bed being dry (very little moisture) , it is apparent that this �
system will not function properly. Long term use of the system in
it ' s condition will only cause greater failure of the system. The
system will need to be replaced from the original soil .
CONT ' D
- � _ � �
Audie Dunham
2280 French Creek Circle
Orono, Henn. Co. , MN
(2 )
Recommend prior to replacing, to verify the performance of the �
existing mound to excavate a x-section through the system. A
water meter should be installed to monitor daily flow from the
house. The tanks should be checked for ground water seepage.
All water uses were checked for possible leakage during the site -�7
evaluation and none were found. The foundation drain needs to be �
varified where it outlets .
Inspection was completed by Steve Schirmers . Michael Gaffron & Q
Stephen Weckman from the City of Orono were also present. ��
---��" .
Steven B. Sc:�irmers �5-
SBS/ds
�'i�
f`„,
��� � 2 Z�Z� ���� ���. t�.���.�� �:.
�l� u� J1 v� s�t��rec2.�r`_ �,�''G �v�c.�..�.N �� -`� z....--
� �s� �r�� �� 2- issu �s <
..'/��-3�fl Tv �E��.�,i N�". /,� T.�-lx.�` ,s ���-
�,�4t����s �w J�e..o M r�u 5 Z�) ,6�^�'� �..��2we,u�E�-.
�/o t_..u����� 8�`�N C�, L'`1�S G�IA�.t�d`a TD �iU''�'W`'�l�,
'�' �tt`� •�PP�02E.�T ,l..g� t� a!� �w fi�or�. /zo��--��
�N� -r~�~ s��.�� rn��r�-s �?�s r� ,o
���� ���� �m��. ���_ �� �� � ti.��
� ��wr iti�- -�I-t.s e�.�.��. ,�� t-rs �:�i-��"
N�� ;--S�'�y�wA2s�' ,� t�Pt���� �'uwc t� /�+v p Sw�p-�"�
s?N G•E'" G��°7� �ta r���; ��
�- � k�t� ,�rvv�t..��•� � �� ,�� F�c� /�.►o
� hl��l`��s'� I� �"�- 1��GJ S� /'L�t w►.�i N G� �-�l�►Cs�'S� �'g"`C.. . ,e-^^� O
�o 'D���-u ti�t o�.! p�- � t,�-at.s� Q 2 1/o c...���� c�� Lv��..
Col�" ��r�n��..��� �'"y'•�t�.�t.�.9 ti � //'�►�"c� `�� `�e��� .
�
— � I,c S P.,[� c"t.�,�r:r � /'�t o k N� S,�C� �►`�or� g�t�2tSr�-1 .r
l,.��,ktc-�E ► S l,��S��-� � �s�t-� S�c.,�� ,.
_' �- T�o�s� �- ,�-�,� �}�►` �I,/E� liv.sr�4r�.q�'IaN �2_..
M/1'f"G"YQ-�AeL S �/'��'� S N gS��✓�►�1�� � �b�'S ��Z--�t..'7/�' ��
�Lo c�� � na�, �� � �YS� �? 1.��-� e�Gow�� ��
5 Lu���`'�^� 4� � �/�'�S �^°� �aG� �l r�� (�4uSlNG
� g��--�-���'�,_ ,�o v� 'l� S�� ,
— �S Jvb`T C!m N v'�ra�t,�t,�, �.,� ,
~���� 7� i�� � �r•► S�re►u�
��@ ��:r�.> �.�P�''�/�`g � �� C��2 C�a� b S lr;�►.. 7�t�'- ' - '
J����..� i'�►�E F� I l.. GJ�.�-''��;,1"r'�,��� L�, lH�j ��4�.J T �`'ecJ H"�4 �vh-... G'��
r� ---
�Nvc' ,S'�.�C� �,E�;,,� /�-. ,r �a-�. � ..Z���,�!C�,r�1 ,�"",�ti►J1 �i'� SYSt�'�.
� �
��� � L�l�k'�,`� e,..,..��a.,k:. G.p�:',�'�.`�t� 'r t, '� � � �'�-}��� �r.��;;; �` �.f x c.�..�
.,.r.�..
���`�- ��1�- �t� 1 N a� ��, �
� ��'J� f� �� r�'�t",�"`�� '.
� � �>`�=� W 1 L.Gr G,.8A�4'�2.� �Lu.���"�.."�'�"� �NN Es�6'
/� W�"(.�.� �vl�'I"'°�,',�,�.. /N?7? �-�°,OtM"'�� �'�C.�.-t�t l�/.�1 G.. f���t'S I�!�`
S 1 Lt Cc� �-S/�F�.d��lE'�-:�) '7"b �7��"1L.�1 ti E� �o�� w�-4'b�'Z.,,_
�5� �ol N G� 1^�nt-c� T.�-�v�c- S ,
2,. � :�-�:�;, ��..� a�t�.-t /�►g�r�.�c � �`�i+�Pa�,y G�� Vk�.��V �.
� ���r►�+rti� D2�+�v �n�.. �7'� B� r��vc�`�.� ��` wtru-��
r
� Wt C t... '��'.S /tibN l�2- 5 '9'ST�,.., '�"'�"� ��t"�r2�t n.�8r �
�/oLu,r��'`.� G.cat�, �_��. �/�vY� /`�c,l� '`� ,
s' t lF �7►- � s ���.r�r��. Tty�'� ,�,�. �S �. �o�-
�xc�s C1� 2��e.t�-� //�'i a 1^^0�-�� �� c��A� `�
�r-��� t�-�rW��... c�c.s�� 7��`.� �-,e.s..�,�:��c� ��..a i�,-z, �-�-�+�s
Mµs'T' �� Sc>t.�+f�, .
lj+t, �NC,�°-- �u€ . �N� �� ,�; y'SrZ-►-�k. /S, �o��>r�� 0�t/�-4�b..d-�Es�
m�� �-�t'°�' /ti-��..'� '� T�o � c..�S�,-�t�'o•�1 �v�'o�t c'��
/�t..C.-oe/!.N� '�Z.� 1�E��Z/'`�//U�s /�' G�l� �.�-i 1D!-u�1T7F'� � �/�/�--
��f�'�.. •
,S• ��--�i rn�4'�'z-�'l � 1�- �S t_-t.��7 T� R.�c.,{� �Q�v� '1a PSoI t,._
�^'I�� ��V� � ,f,�/� ��'L-�4-c-�i3 . r���t,�+�s�.�� � �vc�r'z.-
OU�-- "''�"� M o cn�►J �S !�C` �!s�"� f 5 �t�!N G ,l� Cs�-I2 u S/a^�fl Y
L-e�. v�-�'I e��. w�ri.�-tL r�L-� C�� �?��.:� t�.c.� ��� t,��K-� �-�.._,
r t ��� . ,��,�.�N�
� , ���. �js c.�-� ��n�a� ,� ,� c��o��.r�°� �,e��..._�o
�.uuetiu�. � Tt#-�' ��� ,�l�,o �B�' �,PI.���� .►� ,
�����
To: File, 2280 French Creek Circle
From: Stephen Weckman, On-Site Systems Manager
Date: July 6, 1992
Subject: Septic System Problem
This memo is to update our monitoring of the failing septic
system at this address. Please note memo's from Michael
Gaffron and myself dated May 31, 1991, and S-P Testing dated
August 16 ,1991 for back ground information regarding this
problem.
In order to better determine what is causing the septic
system failure, a water meter has been installed for the house
and a pump counter and a check valve have been installed in the
pumping chamber. The water meter was installed in the house to
determine the amount of actual sewage entering the system, while
the pump cycle counter was installed to determine whether surface
or ground waters are entering the septic tanks, vahich would
increase the amount of of liquid entering the mound for
treatment. A check valve was installed after the pump in order
to prevent effluent from draining back to the septic tanks after
being pumped into the mound.
The initial intent of installing a water meter was to
establish the total water usage inside the residence. The
plumber has notified us that the water meter does not include the
laundry facilities and kitchen sink as well as the exterior
faucets. The interior plumbing was not included due to the
constraints of the interior plumbing, while the exterior faucets
were excluded as they would not add to sewage entering the septic
system. As several interior plumbing fixtures are not metered,
the actual water usage in the house may be more accurately
reflected by the pump counter readings, assuming there is minimal
infiltration into the house underground waste piping. (The pump
counter readings were intended to determine any surface or ground
water infiltration into the septic system, but this evaluation is
not possible since some fixtures were omitted.)
The pump cycle counter has been monitored by Doug Todd of
Bruce Bren Homes for approximately one month. The data from his
inspections are as follows:
Date Counter Reading Water Usage (Gallons Per Da )
(Based on Counter Reading�
6/5/92 31
378
6/8/92 39
378
6/18/92 61
620
6/19/92 69
388
6/23/92 79
357
6/29/92 93
The water usage calculation above are based on measurements
taken of the pumping chamber on June 29, 1992.
The pumping chamber was measured to be 42 inches deep at the
outlet and the pump observed lowering the liquid level in the
tank by approximately 6 1/2 inches. Using these measurements and
knowing the tank volume is 1000 gallons, the tank will hold
approximately 23.8 gallons per inch and as drain back is
prevented the entire volume of 155 gallons must enter the mound
after each pumping. The pump counter readings, indicate that
the amount of effluent being pumped into the mound is between
357 and 620 gallons per day. Some error is likely due to the
fact that the pump may not turn on at the exact same point every
time, however the dosage per pumping should be accurate assuming
no significant sewage flow to the tanks during the time the pump
is running.
If the amount of liquid being pumped in to the mound system
averages 385 gallons per day as calculated from the the pump
counter readings, the usage is still well below the 600 gallon
per day designed capacity of the system. For the past month this
system appears to have received usage below its design capacity
and the system was still observed to be surfacing on June 29.
From this I would conclude that the mound drainfield is not
operating to its full design capacity.
Inspection of the mound in 1991 revealed that although
effluent was ponding in the rock bed, the sand below was very dry
indicating that the majority of the sewage was not passing
through the sand to the soil surface for treatment. This
condition would be most likely attributed to a problem with the
materia 1 s or the way the mound was constructed rather than the
design of the system as effluent is not reaching the soil
treatment area but perching above the sand layer.
The mound drainf ie ld must be reconstructed to remedy the
problem. Repairs should include the removal of the existing
mound, (including as much of the sand as possible without
compacting the native soil below) and replacement of the mound.
The septic tanks should also be inspected to verify that all
joints are sealed to prevent leakage from surface and/or ground
waters.
Repairs should commence only after the mound is allowed to
dry adequately by temporarily disconnecting the pump, and having
a sewage hauler pump the tanks as often as neccessary to prevent
overflow or backup into the house.
MINNESOTA EXTENSION SERVICE
UNIVERSITY OF NIINNESOTA
Department of Agricultural Engineering � — -,�
201 Agricultural Engineering Building >
1390 Eckles Avenue �
St.Paul,Minnesota 55108 i
(612)625-9733 �
FAX(612)624-3005
August 20, 1992
���
u� � 5 F�:��
Mike Gaffron
City of Orono
P.O. Box 66
Crystal Bay, N, 55323
1 ��`�,_�
Dear Mr. Ga�{fr �
This letter is in regard to the inspection and review of the mound system at 2280 French
Creek Circle on the morning of August 18, 1992. At the site were a!I person� inv�!�!ec!
including the designer, the contractor and the builder.
At the inspection we excavated a section of the mound rock bed. In reviewing the section
of rock bed that was open, it became apparent that the rock bed was filled with water and
the rock itself was covered with black material. As excavation continued, into the rock bed
there was a barrier layer of soil particles in the rock. This layer of particles appears to be
the cause of failure with the mound system. As was discussed at the site, the problem is
not a new problem but had been on-going for approximately 4 years.
The critical situation is to identify what caused this layer. There appears to be two
potential sources. One is the use of dirty rock and the second is the washing in of soil
particles. The use of dirty rock typically would not cause a layer this thick, but dirty rock
could facilitate clogging and that clogging would create a washing effect carrying more
soil. The other potential problem is the cover material was hay, straw and building paper.
At the inspection there was no building paper found, but some hay and stray. Because of
lawn watering and other water sources running through the soil above the mound system,
the potential to wash clay particles into the rock is quite high. Currently, the use of hay,
straw and building paper does meet the requirements of Chapter 7080, but it looked like
the hay, straw and building paper did not keep the soil particles out of the mound system.
The other qu2stion ruised at t"e site was did tl�e afternati;r2 d2sign of ,he system lea� to
the failure. Because of the brown color of the sand that was used to replace the removed
damagec� material, it did not appear to be saturated, highlighting it is not a cause to the
type of failure that was noted on the site. The design itself, even though it did not meet the
standard system requirements of Chapter 7080, would fall under an alternative system
design and would be considered engineered to meet the intent of the rule.
If there are ot er q�stions, please feel free to call me at (612) 625-6711.
r
Si� er�ly, 1
1�y ��,; � .
Dave Gilsiafson ,_._----�---�
Assistant Ex��nsion Specialist
DG:rm
UNIVERSITY OF MINNESOTA,U.S.DEPARTMENT OF AGRICULTURE,AND MINNESOTA COUNTIES COOPERATING
, * •. � �
- --_-_-
� '%" �y
,
,-
,% � �0�
��� � 0��,,
j� , �� �����: . ��; CITY of ORONO
,�� ,�7 r, � � I, M�;�,o��
; f ���9� � � l� � Post Office Box 66
�
��� '� ���'� 'r ���a ��� Crysta]Bay�Minnesota 553Z3-0066
�� ` � "� ,s;�.�"��j %%
kESH� �
August 27, 1992
Bruce Bren Homes
326 South Broadway
Wayzata, MN 55391
Attn: Doug Todd
RE: 2280 French Creek Circle
Dear Mr. Todd:
Dave Gustafson of the Minnesota Extension Service has submitted his
comments regarding the Dunham's septic system (copy attached) . His
letter suggests the likely reason for hydraulic failure of the system
is clogging of the rock bed with soil particles, which either were
attached to the rock at the time of its placement or were washed in
after construction. He does not reach a conclusion as to whether this
occurrence is due to faulty materials, faulty workmanship, unusual
usage of the system, lawn watering, or other factors. He does
indicate that the nature of the failure does not appear to be a
function of the design of the system.
Monitoring of the water use and volume being discharged to the mound
was completed during the month of June 1992 by the general contractor.
Because the water meter as installed did not monitor all house
fixtures, the pump cycle counter was relied on as the primary source
of data for determining the effluent load to the mound. The
monitoring indicated an average discharge to the mound bf just under
400 gallons per day, two-thirds of the 600 gallon per day design
capacity of the system. It was concluded that neither the volume of
water use nor unknown leaks into the underground plumbing/septic tank
system are significant contributing factors to the hydraulic failure
of the mound.
Because the system is experiencing intermittent failure, the City has
been carrying it as a failed system which must be repaired.
The letter from S-P Testing, Inc. dated August 16 , 1991 ( copy
attached) , outlines recommendations for repairing the system. The
City is in general agreement with this recommendation, and we would
outline the following specific repairs which were conceptually agreed
to by all parties at the August 18 inspection:
1. Installer will remove the topsoil, sandy loam layer above
the rock bed, the rock bed, and the top 6" of mound sand.
TELEPHONE-473-7357� FAX-473-0510
. - _
Bruce Bren Homes
August 27 , 1992
Page 2
2. Site evaluator will perform percolation tests in the
remaining sand layer prior to reconstruction of the system.
If the resulting percolation rate is slower than 5 minutes
per inch, then further analysis of the sand layer will be
required prior to system reconstruction.
3 . Installer will replace the 6" layer of sand and the rock
bed, using new materials conforming to minimum requirements
of Chapter 7080.
4. Drainfield rock must be covered with either a permeable
synthetic fabric (preferred) or a 4" layer of hay or straw
covered with untreated building paper.
5. Installer shall place sandy loam soil on the drainfield rock
to a depth of 1' in the center of the rock bed and 6" at the
boundaries of the rock bed.
6 . Installer shall place approximately 6" of topsoil over the
mound to bring the system back to grade.
7 . All repair work and materials must meet the minimum
standards of Chapter 7080.
In order for the installer to work on this system, the mound should
not be dosed with effluent for a 2 to 3 week period of time to allow
the system and surrounding area to dry sufficiently. This will
require that the septic tanks be monitored and pumped on a regular
basis during that time. I understand this dry-up period is underway.
The installer must obtain a repair permit for this system prior to
commencing repairs. The permit is $50.50.
The installer shall coordinate with the City Inspector and the Site
Evaluator to ensure timely inspection and testing as required.
Nothing in this letter should be construed as an opinion or
determination as to which parties, if any, are responsible for the
failure of the system.
Please feel free to contact me or Septic System Inspector Steve
Weckman at 473-7357 if you have any questions.
Sincerely,
�y� /� i.� � � �
l i'-l' "�' --� �� f'�. lJ��l���t"`��,/.1�,� �
Michael P. Gaffron
Assistant Planning & Zoning Administrator
cc: Jim Stewart, Quickway Excavating
Steve Schirmers , S-P Testing, Inc.
Audie Dunham, 2280 French Creek Circle
Steve Weckman, On-Site Systems Manager
MPG/lsv
���,,
O \
// � �\
i/ O O
�� CITY of ORONO
� ,
a ,. �. � ,, �
'�� - +, ';� ;�_ ,, �C„;;� Municipal Offices
� �� , �
`!+ �� ,;, � �
',='``,'-' ��% Street Address: olSot-a4q'�"�6o O Mailing Address:
� ��`9$E$�KQ�'�=� 2750 Kelley Parkway P.O. Boz 66
---—=� Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: ���� ��t^c� (t t C�C �;r�-��
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : �
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or earlier,and
whicb is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction stan�rds of the current Orono Municipal Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil chazacteristics.
TANK CONDITION(5-7): �
T k inspection indicates:
5 1 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped q'�L'�L ).
Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the proper
cleanin�. Keep water softner and iron filter discharge out of septic system to prolon�life of drainfield. Ask pumper to test
alarm float to verifV alarm is still workin�in your house. The alarm warns owner that septa�e is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
INFIELD CONDITION(8-10): �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: �b`'`"� ��c�c,� Se�-�:� j--rn�( 1 `dOK 0� �
� - 1�3 -o� �'�`�
Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mor[gage or other transfer of property, be advised that this report does
not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current
conditions based on the available information.
,�;i
i
;\
,
/ �\
�.
���`��
�
_ . _ ���, ���� o� o�o�ao
`� v� � � r ,�, �%� Municipal Offices
�, � , � � ����� �� �' � Mailin Address:
��,.'C� j��``' ' , ���:���` G!% Street Address: g
'':, �•q ' ' ¢� " 2750 Kelley Parkway P.O. Box 66
� ,kESI3� �%' Crystai Bay, MN 55323-0066
����� Orono, MN 55356
To; The Current Owner of Address �•2 �v �/��.'�C'�'` C ���� C'��'
City Ordinance requires that onsite sewa�e treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Mana�er at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brou�ht into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes �-''"
�� �/
If yes, system must be brouaht into compliance by:
December 31, 2007
December 31, 2010
Other
Septi� Tank(s p out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every tluee years. City records indicate the tank(s) were last pumped out on
l�._ ��2 -�,� . The tanl:(s) should be cleaned through the manhole and
not throu�h the inspection pipes, tlus allows for proper cleanin�.
Comments:
Insp
ector: ��e��� ���°.��� Date of Inspection •� ��
Telephone f9�2)249-a600 • Fa� (9�Z) '-�9-4616
� o�
o. :,, o
=�=�=�-�=� �- CITY of �RONO
;
,� 'a�'''l. � � ,�
��]` 5.: ' �'
�'„ ��� �.,'��`��i� F+ Municipal Offices
,�, ��;�M�,i���► Gti'
� � +,-�t.��-��x � Street Address: Mailing Address:
`q$�.Eg�gOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
95d-�49-4600
To Current Owner: Address: ���� F�z'^�l` �f��-k �:r L�e-
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two yeazs.
T'he on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below.
YSTEM CONFORMITY 1-3 : �
1 "CODE SYSTEM" An ISTS which meets all the location,desian and conswction standards of the cuaent Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and conswction standards of the current Orono Municipal
Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or consVuction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than t}vee feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(���: .�
Tank inspection indicates:
5 Pumpout not needed at this time.
� Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
T'ank was last pumped `�"s'a�` )•
Make sure septic tanl:s are pumped through manhole and not throu�h white inspection pipes.
This altows for the proper cleanin�.
7 Inspection risers missina tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION(�- I�;: D
� Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: S-(Src'-� ��a1<S dk _ �'�� , }-��kS rG �xr�:�� 1:l� o� ���:��:c�d,
�t.\ �C'�-.�'r., v-�c��\ �''�`y�� `C J?C �^i'� S C l U S^.`+ t-:� �"�� . -
!M
7 � 'v� �azc l ��
Date of Inspection Matt Bolterman - Septic System Inspector
Note: ln the event that ihis inspection report is used to satisfy the requirements for a moRgage or other transfer of property,be advised that this report does not guarantec
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
infortnation.
�—__�
�..�
�� � � _ �
�
�
� O O �.
�a r�.. ,, �
CITY of ORONO
ti i Municipal Offices
�`,,
ti
��� ��� ��� � � '��.������ Street Address: MailinQ Address:
1fEgg0,� 2150 Kelley Parkway P.O. Box 66
=-_-__ �� Orono, MN 55356 Crystal Bay, MN 55323-0066
June 13, 2000
James & Julia Peterson
2280 French Creek Circle
Wayzata, Mn 55391
Dear Mr. & Mrs. Peterson:
An inspection of your septic system was conducted on June 6, 2000. A summary of the inspection
is below.
Septic Tank Condition
1. Pumpout not needed at this time.
The septic system is a compliant system, meaning it meets all or most current City and State
Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This
list is enclosed simply for your reference in case your septic system needs maintenance in the future.
Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built
drawing is enclosed showing the appro�mate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
Respe,�ctful ,
L� �'L�/
Chris Pence
On-Site Systems Manager
Enclosures
In the e��ent this inspection report is used to satisf�the requirements for a mortgage or other transfer of property,
be ad�ised that this report does no guarantee or certify the existing system�vill continue to function properly,but
is merel�•an opinion of the adequacy of the system under current conditions based on the available information.
This report must be kept on the premises with the system location and pumping records.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
� ��
� ;_� �
��,s�,:_,,.., C I'1'Y of OI�O1�T0
,���;r,� �� �,
,� r ��
r�,, ��°�` ��� �!� Municipal Offices
a� , �
� F.:j6,�;,l,,,�rc,� G
,� ,,: ,.�, . ,� Street Address: Mailing Address:
�"`y'� 2750 Kelle Parkwa P.O. Box 66
`�x'ESKog' Y Y
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ��I i J, ��j� ��;rs� Address: 2280 French Craek Cir.
Permit #'s: 1062 Dates: 7/29/88 Contractors: Quickway Exc. '
(This is [ ] an existing system [ ] new construction) .
STEM COMPLIaNCE (1-3) : 1
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(The saturated soil level [�] has or [ ] has not baen identified at this time. If the
saturated soil level has not been identified, this classification is subjact to revision.)
K CONDITION (5-9) : 5
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out witlZin 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out •
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [ ] were not confirmed
to ba watertight by the licensed pumping contractor. If the tanks were not confirmad to be
watertight, this classification is subject to revision.)
INFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low
COMMENTS:
� � �� ' � � � •
Date of Inspection Se c. System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 5 5323-0066 � � ON—SITE SEWAGE TREATMENT
r� � INSPECTION REPORT
ti
��9kESH�4'�G
Owner: �1�/���1r� Address: ��� �l/�.�/`. �i�rPAIC. ( .1�.
Permit #'s: 7S �� Dates:_���t����„� Contractors:(,..{I//l�I�,�+1/ �i�.✓Qd01�1,�/dV�Cc_�
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked betou.
(7his is �an existing system [ 7 new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but uas installed according to the code in effect at the time of instatlation, and which
is operating satisfactorily by treating and disposing of the entire current seuage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located uithin a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and uhich is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand
betueen the distribution device and the limiting soil characteristics.
<The limiting soil characteristic vT—has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): /�"
..+—
Tanij inspection indicates:
� Ptrnpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accunulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e.
9 lnspection risers missing-tanks could not be insPected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purtipout. If tanks have not been p�miped out within the Last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been purnped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drp�field inspection indicates:
Q,Y Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City lnspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMIT[NG SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): �_�
COMMENTS:
Date of Inspection Sept c System Inspector
Note: ln the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer ot
property, be advised that this report does not guarantee or certtfy that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the prE�nises uith the system loc=tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
'C�� G~
�
9kESH��'
Owner: Tlf/�ll�/7 ,(/L��,��} Address: ��� �t�l'�1�, �a/�PC�� L�� _
Permit #'s: �6 Dates: ' -�g Contractors: U(IJ1cJ4,.C�v �CL./Qi�r.C'n.c�✓�—�G,
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked belou.
(This is � an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface uaters.
3 "NON-CONFORMING SYSTEM'�-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(7he limiting soil characteristic 1�]. has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi°fied, this classification may be subject to revision.)
TANK CONDITION (5-10): aC"'
�7_
Tpryc inspection indicates:
(� Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumPed out this year to help prevent future problems.
7 �olids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. [nspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
lf tanks have not been pumped out Within the last three years, they should be pumped out now.
DRA[NFIELD CONDITION (11-14):
D nfield inspection indicates:
1�J Drainfie[d is dry, no surfacing evident.
�'f2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): ��T
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �nl�/
COMMENTS:
r
Date of Inspection S ptic System nspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the pre�nises With the system loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r�, � INSPECTION REPORT
ti
���kESH�g'�G
Owner: ,�1���ad1'� ,/i�'t�AYY\ Address: ��� �r°/%�C� ����'� Ci�,
Permit #'s: �ic� Dates: 7iZ/�g� Contractors:�lili'.�C;�✓�.i LLXC.
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site seuage treatment system at the above address has been inspected and appears to fall into the category
checked belou.
(This is �an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface uaters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic � has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumPed out this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be punped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
[f tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): �
Dr nfield inspection indicates:
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): 1�/
COMMENTS:� T����l�'-tTa�g�/�`�lc'r�
u�i-�
Date of Inspection eptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system uill continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the pre�nises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
� �
SEPTIC SYSTEM INVENTOR Y
Address: 2280 French Creek Cir. PID: 10-117-23 23 0003
Building Typeresidence BRs Install'd r: 4 In Musa: Yes
--_...,�
Permit#: 1062 Date of Permit: 7/29/88 � Installer: Quicicway EYc.
System Type: mound Experimental: no Tank Filter:
SYSTEM CONDITION
Conformity: 1 Tank Condition: 5 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 10 Cesspool:
DRAINFIELD
Length of Lines: 16� # Lines: 3 Trench Width: 10
Treatment Area: 88*42 Type of Filter: rock,clean sand Soil Boring: no
Tile Size: 1.5 Under Tile: 9 Perc Rate: 15*
Setbacic DF-Bldg: 50 DF Ht above Wt: 3
Soil Type: sandy loam Liinitations: water table, soils
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File yes
Pump Type: subm. Depth: 350 Diameter: 4 Method: drilled
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
8/17/88 installation (top 18"-36" of clayey soils r 1 8/14/92 2500
7/9/90 no surfacing 1 8/19/92 3000
5/3/91 DF surfacing 4 9/9/92 2000
7/8/92 DF surfacing-pump tai�ics 3 4/14/94 2000
12/1/92 mound replaced in same location 1 7/27/95 3000
5/10/94 no surfacing 1 8/S/99 2000
4/24/97 no surfacing 1 9/12/02 1000
6/6/00 no surfacing 1
7/22/02 no surfacing,pump tanks code system
�� . �� -���� �,i.G�
� �
�7�?8 v f�^-��c.� ��f� C�.-� • � w�-� A g � D
� G �' ,LS'S' ��'
Tz �/o� �o� � � �
-j3 y3` �( � ,��o � ,--- �
, — °'
we11 � � �
� � .
- � �
_ — - — � �
� �
, � .
� , � . � v�-
n A r � `
�'� `— - -r / J
/ /
! �
� � i /
� "
� ��' � � / ��' ,
�� � � i
� �_ _ _ . .�--- -\� �--- cg,�'
� �, _�-� ��-
/�/-� .