HomeMy WebLinkAbout2009-00819 - new septic CITY OF ORONO PERMIT NO.: 2009-00819
� ' 2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 1U16/2009
952 249-4600 FAX: 952 249-4616
ADDRESS : 520 NORTH ARM DR
PIN : 06-117-23-31-0005
LEGAL DESC : VICTORIA ESTATES
: LOT 003 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
�,.�<<�;<.,
i ,
NOTE: INSTALL NEW SEPTIC
(3)PRECAST CONCRETE TANKS-SIZE OF TANKS- 1250 GALLONS
MOUND SYSTEM-570 SQUARE PEET
APPLICANT
SEPTIC NEW 200.00
FESSEL ENVIRONMENTAL STATE SURCHARGE SEPT[C 0.50
47562 141ST AVENUE
WATERVILLE, MN 56096- TOTAL 200.50
(507)362-8829
Minnesota State License#: 156
OWNER
PELLIZZER, TIMOTHY
520 NORTH ARM DR
MOUND, MN 55364
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 permi[is for only the work described and does
not grant pe�mission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specitied herein.This permit will
expire and become null and void if construction authorized is not
commenced within I 80 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
r uested in conforman with th St Building Code.This permit may be
v ed at any ti fo ue cau .
�� � ��� � i i O
A �cant Pe mitee Signature Date Is d By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK THER THAN DESCRIBED ABOVE.
��l
�
� ' ,¢�� City of Orono FOR CI USE ONLY
O O P.O.Box 66 �� ,
2750 Kelley Parkway Date Received: � f1 Permit#� �
�. Crystal Bay,MN 55323
����y� (952)249-4600 Amount: $ ��•�
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(Alt permits must be approved by the On-Site Septic Manager and/or Building Official)
Site Address:_�a� 11J�1 (� rm �t,��ip
Owne�: ��j ��D t� Mailing Address:
c�ty� �Nc`� z�p:
Home Phone: �'S_oTI�Q -`�,� Alternate Phone: �j�9- �3�
Contractor/App.: �P�o��������� Contact Person: �
Address: �7r'j��_f�/Sf �� state �icense #: /5
City: (.v Zip: Expiration Date:
Phone: �7_�=�a 9 Alternate Phone: �7-��-Q7a�
� Residential ❑ Commercial ❑ Other
00
New or Replacement System $200.00 �f,lp
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total � a� �
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
1 /2
���
J
�� ' � '..I .... ., .. .. '
I will be installing the following:
Tanks
[gf Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks:
Treatment System
Trenches s.f.
�_ Mound �7Q �s.f.
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to be borrowed from site (show location on site plan)
_� trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, 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, true and correct.
Signature of Applicant � Date: !/_� �- _
MPCA License No.: 15�
Staff Review: � Accept ❑ Denied
Reviewer: _� �X p,�o, Date: l ���'U�
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
2 � 2
�,
• • • •
emo
To: Timothy Pellizzer and Gerold Brothers Construction
From: Willie Gibbs SSTS Manager
Date: 9/2/2008
Re: Septic design submittal for 520 North Arm Drive
The submitted septic design for your proposed new house has been approved by the City of Orono.
Several things will still be needed before a permit to install this design can be issued.
1) Must provide for a verification of the soils with the designer in the area of the proposed mound
system. The designer shouid call the main office number and schedule a time to meet onsite.
2) The monitoring plan must be submitted to the City of Orono, not the county, as indicated on the
submitted design papers.
3) The system owner must understand that not providing for semi—annual inspections of this system
wilf result in this system being labeled as non-conforming at the time of sale or for any building
permit requests. Inspection reports must be submitted to the City of Orono on a yearly basis.
4) The septic permit is issued to the installer not the owner or general contractor.
Piease feel free to contact me with any questions you may have.
1
. � ' ,
AND
t�RONO C4PY
B ox l�'Iound
with
F E S S EL ATU PRETI��;ATMENT
t�
�a
ORONO COPY' ,����.�
""�.�����
����
Prepared For: Gerold Brothers� C�nstruction
Prepared By: Advanced ��nSite, Inc.
Prepared: July 8, 2�08
CTCY O�'OR41� ��ONO COPy
8EP'fiC FERMI�` LA�i R�V'��
INSPE��
DA -c�g PERMt�„�,,,��
I�►PROH6D�iB�TIIMi't'7Eli
"''P1°"'�1°"�"��`�'a"'�' S 20 North Ann Dri�T�
xar �r s�
�«'°�•�►��. �.'"�.� Orono, Mn. 55364
���aa.�x.r«dttc�i�r�.eal�rMi�1�rM�t
�'�!l.Ail��I�Iq�i1'Ai�{►Tati�
. ' � � -
f
AUG-27-2�08 �2:�SP FROM:FESSEL ENU 1 507 362 8829 T0: 19522494616 P.1;5 ,
Fessel Environmental Services, lnc
41562141st Ave.
Waterville,Mn. 56096
Ph. 507-362-8829
A „ .. ., ,. .... .,�:
�O/ •
From.
Fax. q�T���l10
W' � � .
, � �. C`.c,p,..� �.w m m«�Car,
�� � , u� otli�i° s . (.�.P Cam
�
� �
a� wm11, .
l� � � �. :
U Loc�., �.111 ` � ,
� . �� rn� .
� h�� a S`�c'
C�p-� �'o a.� C°as�;
�
w� � . �►� � �� ,�.d.�d
�'u� � a� � ,�u
� .QQ, Qin,a� �2.
.�.Q.C,DL ,
. �
(SD Q�y� (,v,l.�,�j � u�L
.
9
� � .
' �P � w�.QD .� o,�
, �� �
(n.p �n.��� � ' ; , .
� �.�' c�.�.�$.Ol C,��.��i:t,o -:���
�..,.......�. � .,� -, ..��t��s
�;�. �r ��. ...._....,.�r�;�
�:��r,►
��,�
�� ��t rc�lt
�f ` ,, .,. par
( � � �� �;� }
��n�o' �� = � ��� .�aE
C.J�-►' `� � �z��
�+
. � � �
r ,�
SEPTIC SYSTEM DESIGN
Mini-Mound & Fessel ATU
D�SIGN CRITERIA;
5 bedroom type 1 single family home, with a garbage disposal.
WATER tJSAGE;
752.4 gallons per day maximum.
PERCOLATION RA.TE;
13 minutes per inch.
SEPTTC TANK; �
Install a 1,000 gallon single cornpartment precast septic tank as a trash tank and
install a I'essel 1,250 Gallon precast single compartment ATU as specified.
PUMP CHAMBER;
Install a 1,250 gallon single compartment precast tank.
Note: An event counter is required
DRAINFIELD;
Treatment Mound, Pressure distribution required. Located on 7% slope. Tota.l
mound area is 25 feet by 67 feet. Rock bed measures 10 feet by 57 feet.
Dov�-nslope dike width is 10 feet, upslope dike width is 5 feet and the end
��lces are 5-feet. -130 'T-o�s of sand required,_Please-see-detail._ _. _ _ _
GENERAL CONSTRUCTION PRACTICES;
Divert a11 surface water away.froin the drainfield area. Do not disturb the
drainfield area during construction. Fence off the draulfield area before per.mit
application. If there are any questions regarding this design please contact Tom
Klanchnik at(952) 461-2356.
System Sizing
Worksheet For Flaw Rate and Syst�:rr► Sizing
For Site ' ero/ ,� �/�����1
. �Z a �`� 2 7� �4 2�I ��r'��
,�d�O r ��� +��e S°�'9 .
Size of lanter box wiil deterrnin�absorption area. � �/`���� �
p G�fi3 � G�c �
. �armula Exar:t le �ite Qimensions _
_.---- ---� ' .__--l�ength _ __ __-�---25 �eet - � fpet�
� , X '�111id#h X 10 feet X feet
� 250 sq. fee# �'�Q sG. feet
--�.---
j
; Farmuia Exam le Site Dimensions y�
� ' Araa 250 sq. feet � � , sq. ieet
. X 1;2 gaUsq. foot X 1,2 gai/sq. foot X 1 .2 gallsq. foot.
Gallons . � 300 gallons c�allons
Forrrtuia Ex�m te � Site Dimen ions
� � � Gallons 3�D galfons Galic�n�
,
. X 1 .1a (�ta°lo) � X 1 .10 X 1 ,10
� Aitowed gatlons per day � � 330 gal. per day gal: per;day : ,
; Exarnp�e system is designed ta a/low 330 gallons per day. Exam��lP tlow readings�
, � determine that �.2 gel/sq. ft is met $s Per 7�8Q.0178B as 964.29 i�: !ess than 33�.
�
4
, , ,
FESSEL MIN( (BOX) MOUND DESIGN WORKSHEET (see Martin��ale letter)
All boxed rectangles must be enfered,the rest will be calculated. -�- ��-
� A-1:tsivix�ted Sewage Rov�in C�ctq�s per CkN i
A. FLOW � �
Estimated 752.4 gpd(see�gure A-1) ; ������I��
or measured x 1.5(safety factor)= 9pd � �0� 3 ��$� j ��s U� Ci�ss 131� aaa lU ;
��� t �� � :fi0 � ti1,6 ;
B. SEPTIC TANK LIQUID VOLUMES � � � ��� ` �� ' 219 ' �;tha '
Septic tank capacit 1,000 Fessel A.T.U. galions(see flgure G-1) ; � ' ��a+1 ! '���� ' �� j ve��es �
t � ! !tiJ � NJ�� ; �4 � I�il I? �
C. SOILS(Site evaluation data) ����� ! � � `��� ` �� ; �� � ���• E
� ? 'C� ` b�'1 3"t�J + :I,�,'iil �
1. Depth to restricting layer= 2.17 feet � , j „ ( j ,,� � , �
! L LC}� b7� i Qt,a i cc�u��.j
2. Depth of percolation tests= 12 inches �-�---�---�-� � �
3. Texture Sand Loam
4. Soil loading rate(see Figure D-33) 1.27
Percolation rate 13 MPI
5. %Land Slope � % tD•33; ;1b:�1�rpUu�ti V�'idth Slzi��7xhk
t'�rccXm:�kasc� ~- l.�oaC+ng R.aur i
. .. . . . . . . . .. ir,;�ti2¢[..-�Nx % Cxni'ir,cture � ::raliw:x j .9h:u�r.a:nn
c:"-l: �e tie'i`ank t.`a �cifiies tin gallc�ns> rn.r ! � �a�y. t a�u�
':`_��l:t. R ........{.,...�.�'c.�...;...,_..._,_......_._.
� � r � , tt'37ti �Ii�f�G3t�1' � I A ur ifwn 5 � c:ca�5r�.7nd , ?,.�U � �th�
llJ2��Y��'U. 1LlIl]t .i �.:(.::l: i fr C��k1 1t�14'ii.�l ,. " s �.��.i����,y�.�
E3rtLtx�r,ia , .i},,i�:.�` ,, �illt c+fs��t7�alh; i
�d+�')a;t1 trS:xSdi � . � E�nrr,cuua i
�n
• lif•msicic .� ����c�.,�a �
c.01 ��.a.�.t..�.,_ _���__-i,__-�t 4n
i,t3t�G,Q,�, -�r� �L.�.� ,,, ' c�'10 �, I.n3m �,__y'l f�(t�-'�-.TL- �b0
r �?i.;.3 l �0 4S S+i 'oun f.� t � I 4q
„�.i .._.._ _
a.7 4 1 v,�., i_`JJO �L�,�� .. _._..._, �ilf.._ � .� - --,-
S Ol'�> 1�.J '��SiJ •: 44 ca GO , .:vmd�4.tm•i 0.4i-' 2 67
_ 3r�3 �;:��•<,�a:'� - - -
�._ _� ...__ .
.8:r� . 'r"r'� . . , .. .. ... �s�rx;:.o�_
� ..L�u3 ��0 ._. .�. � _.�.�.
. `^ b to i2V i Saisy�:3ap �-���0.?a -�V � S 00
",anGa-S;:tay t
� ._...ilo��ci�iliwt t2ti'��_.�._,,•'7i�t..�._.�_____..__._. t_..�...,__..__....
�vuarr•de.:ga.;[w�fl.aa.roi:i mn,�M a4e�ui;Nrliumx»cie
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer:Item A x 0.83=
gpd x 0.83 ftvgpd= ftZ Use 570 Square Feet ......... See System sizing Work Sh�t�
2. Determine rock layer width =0.83 ft2lgpd x Linear Loading Rate(LLR)(see LLR chart)
0.83 ft2/gpd X �� = ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
570 ftz / 10 feet= 57.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth#o get cubic feet of rock
570 X 1 ft= 570.0 ft3
2. Divide ft3 by 27 ft3lyd3 to get cubic yards
570.0 ft3 I 27 = 21.1 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
21.1 yd3 X 1.4 ton/yd3 = 29.6 tons Use 30 Tans
F. ABSORPTION WIDTH
1. Absorption width equals absorption ratio(see Figure D-33)times rock layer width
1.5 x 10.0 ft = 15.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1%) " �
1. Downslope absorption width=absorption width minus rock layer width
15 feet - 10 feet= 5 feet Use 10 Feet
2. Calculate mound size
UPSLOPE
a.Determine depth of clean santl at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3 ft - 2 ft= 1 feet
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation (G2a)
at upslope edge plus depth of rock layer{1 foot)to depth of cover(1 foot) �--�.-_,
ft+1ft+ 1ft= feet
c.Upslope berm multiplier based on land slope(see figure D-34)
Select berm multiplier of �
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b): USE 5 Feet See
x ft = feet Martindale letter
r�;�a� sc,c�yr rvr�n_-�•tr��.tt:��,�,�t.�;
�--- , �
. taud � 1'P!"s1.C)3'f� t?OM'tiSIOIR�
; 5inpr' mwlt.�iirrcf»it•arinr�F rnuitiplirrsf�r�•auiou<
; in'.'., 3 stopr ta8os ai,vpr tstias �
(�# 1;1,� 4.[ a.l b.1 ':1 3F:2 3:I 4:t 5:3 Sr�t 7:1
~.._+i.ft..,....S.A 6A ;A SA j 3.6 4A 5A S�A 7.0
[
� y � 2.9T 3A5 4.^6 's.64 G.SA �:�! 3,04 S.I^ 5.24 B.3j8 73�
f �
� 2 � 2.9.� b.70 4.SA S.i�6 4.tA 5.�51 3.19 43�a 5.5(i b.f42 8.1-0
� 3 �y 2.;� 3.S �7.3� 5,Ci8 5.:'�} be35 3.31I 2.�r! 5.88 i�2 8.8G
3 1 2.48 3.45 A.I:' 4.89 S.A�6 (6.0G 3.�i i 4:*G 83S ;�9 9.^2 E
r •
� S ; 2.til 333 A.06 4,,(.2 5.19 5.^l; 3.i� 5A0 b.(i^ SS; 9fl.^f
b 2a! 323 3.85 h.�Sl 4.43 SAl 3.t;4 5.26 .^.14 9_38 12.07
i i � 2.1i3 3.t3 3.'0 �.3.3 4.70 5.13� 3.8ft 5..r.6 i.6� t439 33,73
� S � 2.�92 3A: 3.5^. 4.65 +R�S 4,88� 3.�75 5.88 �33 1iSi1 i.�'i.41
( 9 7 23a. ,T,,9.1 3As 3�0 3� h.liS} 4.t I r,.25 9.d9 i3.0�i 7Fs�2
� 1� � 232 .?.Ab 333 .4.''S �4.32 4.3A 4.24 Gb: 90.00 15.0t1 233i1
F i� a 22ti 2.^.B 3.2z ;.i,i 9.95 i.2e� ��r ".79 �i.7i 1'.ti5 3A.a3
� 72 a 221 2.^0 3.T2 3.�9 3btt 4Xrt1 ;.64 ,^.tiq 7tSp 77,$,s 43:;5
f �
�
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)I 100
ft x % !100= feet
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
ft + ft= feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) ��
h.Dov+mslope width`downslope mul6plier(G2g)times downslope moundheigh�(G2fl
- x = feet
i.Select greater of G1 and G2h as the downslope width feet USE 5 Feet See Martindale Letter
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i)
5.0 ft+ 10.0 ft+ 10.0 ft= 25.0 feet
k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)
plus upslope width(G2d)
5.0 ft + 57.0 ft+ 5.0 ft= 67.0 ft
Final Dimensions 25.0 ft x 67.0 ft
I hereby certiiy tha av completed this work in accordance with all applicable ordinances,rules and laws
..� �4 S� �-� .-p�
. � � , S�OIL TRF.�l.� !�'T 3Y3TEll� SIT� PLAA DRA�IFG
,REQIIIRED II�(F'�R�.ATIOZ( Chec� ii comple�ed:
❑ Aoreh asrow [] Lak�s, str�ams„�wtL�ads ❑ Road ri�ht-0f-wa7►is�
❑ D�d�t�l�i wil tr�atmaat aa�a ❑ Osdiaas� wal�s Iwtol o!pa�tlic watars ❑ Lot lia�s
L� Altarnat�aoil tnatm�at auna ❑ T�a-r�r �I�Ltoa ❑ Lot di��asioas
❑ Soil boslap i p�rc t�st loaatloss with ❑ !leodia�po ar�as ❑ Lot�wm�ats
horlsontal i wsf3cal r�i'�raae.poiat ❑ Locatioa ot or eompaet�nr��s ❑ 3atbaolts fsvm b�tildiap
❑ W�IIs wlthia 100 fi�t [] Loaaiioa of raa-oa at3a1 arns ❑ Pmpos�d��adstftas bsildlaP
❑ Sew�s lis�s withia SO t+�t ot w�Ils ❑ ffi*+►sLioa od'betfom lr��t�n�nt�a with fovadatioas
❑ Dlr+atlon af sloP�(s) ❑ Aoo�s ront�fo:taalc b�aesee = �
SCALE: 1 inCh
, ; : � , ; .
, ---- i ` ; i i ---
, � � � � �l.,� _!�. ' _' _ _ �
- , �
� . , ' , ---� --- ._.� -
" ---'--_. _..
, . � ,
- - -- --- ' - - -` - - ---, ---
i� -- 610.� - - - -- -.... _ _ _..----
� � ' --- --- - - � -- .._�_..
� ---- - / —
/ - _� _ _� w
����. - --- - -. -- ; - -- -� � �
� �-
, _ — _ _ ___ ; .� ��
P
' ,� .5 v
I;ZSO�iI�� ; �- � ' � �`�
—_.__----- — -------- --- -----_ _ �, n
��� i � --. `- "� _ .
�``�� _ __ .. � ---.- ------ .._�__�._.. .i_ _ ���_ �
_ _ — — -� --.---- ���.�o�. _ ___�. -
�,�{f� �/� E�
; _�/1.�/.iGG_.. _ ___�y �r.,�\
i'+� A � � ? ��w�
�Lr - ' -----�----�__�---- � -- � � �
. +
��'''''' L / r ��E q�:��
----� , , � � ------- . ""Y���---.�"�..�_..— '--��:�Ci �`o
' - --�`���—._�Q_ __ � ��, ��
; ���� �
' � � .�--�-���----�-? � � � �� �
' c � G. T � � �ao �
--- ���, ,w �: � �
� __�_ _ _�.o; _ � ��� ����
.� __ �.�, a����_ ' �s��
� � — ; = , - - �Ne�
, . . � , ., � _ a3� �
: � . - �. �,'�i� z
b � �ltt��. _- .i �� q�
:e� � . � � . s� �T � ��! Y rt� �
' : Q� � � , �/ � ` CtO����-�;
� � � a . :� � � � ; � _
� ; ; . ; ;
� � � � : � . � ;�; ; , ; � ; , ;
' i i � � i ' ' � i ; ' ' i • ` ' '
I ! � . ' � ! � � � ' J � � � �
— � - � ` ' I
. . ' � •, � � .. '�`: . ' � -- � - ..4�.��^c_ex:-r ..a.r�.^.,,..G,�, � ? � . •
. � � � . ;abovc�Ces' � ^....,:l�n:l spPlimbi_:equi�s.maV.s oflrlinaesom F4:!cs Chapter?D e a�afr'��.r.ate . I �
::en� .)' c,:' _ -�^t:^c 'cate ac tF.e t+aGan e.`tt!�5 fom:;�::he s��e:e'snt:fix'�n rh,s ra, � 10�ecr.m;ea:i:�o`.'�'�.riw-e
. •do �cc �: .tue cc=:::re..zte:usagc ovc:iic�fc M�ne ss.em, �,�._,,w_— � .
-, - =�"- '_ '__ .__—'__.__ -�-' �� �' � 0
�
�s�n i�.�� - n�.
�
THE �E � ��L
MINI-BUX MOIJND� DR�iIlrTFIELD
{PLAIe,TTFR}
� p ROJECT
_ _._, Top Vi�. ._,
Slope �7� �'
rt
�- 3� ► ,
- - - - - - - - -��_-�3�r. (J
L�" Laterals � _-- - - - - - - - 3; ,'
- - - - - - - -- - ` �� l`
_ 30'' 4 � 2" Pump Line
-- -----! �
. � r�.
'�� � Landscape
_ �7_ - ' Retaining Wall
Front View
----..__
oc er� - 1 v L
•-- ---....�_ �. �_"�'�--�-=
•� _- - �.�
VVashed Mound Sand - -- - -- -
OgIGINAL GRAI)E - �
Side View �
12" o���nd Loam/Planter Soi� .
2�" of Sand at Rockhed ---� �� '
L�o«-nhill Slope , j—'"--' � Rockbed
Washed iVlound 5and ' �E 2 " of Sand at Rockbed
{
� L'phill Slope
< -------- ORIGINAL GR.ADE ----- >
FESSEL MINI (BOX) MOUND CROSS-SECTION -
�T,<<. ��1:'I' S:1.7�f; OF CZC)t�iCEII�U �,�. 1'`r• k �l'"1' . �; i ';',1� O1' .�;�ti; ;�
� PL(tC1;N'1' SLO]�I; Ol, • � ---�
U[trC�:CrIi�L SOXL
c� ►_��clti_�::� c�{' `co},so:(:�� t'c:r{
____..._.-- __________�-_.� c ii,��;s <-�c�v�::r� o� .'-%�.� n�:�. ��'
Gli.O'1'LX'I'XLL CLO`i'l�] UR 4 :f.ncl�c:� � _,����—�""��.
COMI'nCTI�D IIAY OIZ -� --- , ��``-�.
a�l�itt�w cov�,t�i:,i) wx'.c�1 ~�� � '��r_.----•-�..__�. --" -- --��_�`�`� _.� _v. 12 Tr�c:[�i,;� ;i�•� ;_,n�;�>�i �.c,;,,-� ,, ,, �
It1;D RO�i:CN I?l1{.'l�iZ ' ;� - ��--� :�- '1'7�l'F:ItJ i'!C� '1'C) (i i llc'111�;.`�
_ `1� __-------_-�---- `` _
,�- �` ��' �� �� ��
�,i .r-� U C7 � -
�- f : �, �� �t��t:►< �:����,���� �>► .�����z � �,��-��,:��, ►�:� ���..
���i �� - -- -,
��� ' � �
. �' ; .-..Lz-- �:tact-���.s ol� snt�n ��, o i.►vc:tir�� oc �;n��t� �`�
_______--.�o a:r.c;a�rv n r, � `�--�- .. �
--_.___�---.�iz n i�i:_;,� --�..... ,_._
ti-.._.:_.._._____,y„_�% �iouct�r,rv i�:�.� �-
` ---------�._--_'�':r T, ��u i?i�n c r ____
�� l:3 Y' '� � y �-'�'---_- - r"``-�------�__.._,�.._._
��7 —�---------=�_---_::. ,.___.._ ,
- �._ 1� � __-� _-� �� 1���:������ ---- �l
K :►:��;�:��� , � .
�_.... 1 L.I�:T ---)�- t)oG�1t�i��L,or�[�: D:[i<l�: t��J:l:y�`�j
UPSLOI'I?� I7IlC1� WIUT[-]
IJ:Cf�'C11 bl? 17UC(<131�:D
_.�
� D � �S ��= �
�
CLIsI�N Wl�`'i(�il•'.D SI\I�ID (lli l�i.�l?IZO��f;17 1�'I7.' lZlli�l .`�/�NI). 1�:1`I' I:UN �;/�NI1 I'1!I;�i'(' f�1': I�l'I�ROVf;l) !l1' �/'/i (:(lUf�) I'ti'
� � ItONMI�,N�l'�l-� fi1�J1L'i'11 11I:;1�C71t1', '1'lii�, I)n1' Ol' CC�N;_;'I'ItUC"i'.f.C)(�l . Wt�: �.I.i,l, C.'lli\Itr;f: i'OI: nl�i i n.l';!�I•;(."•'I t�i�i I'��It
� I;;NV.L
`l'(]'15 nPPROVI�L• ••
� � i .
PRESSURE DISTRIBUTION SYSTEM �
�,N...11�.;.J>:,,.:.
�a........::...�.. .� ......�..�. .. ...:....'_...�......:..�.�._..��_. ��.....:..:.. ......:_.iia
1
:i.....__....__"_ _"..�_—__.���. f
All boxed rectangfes must be entered, fhe rest will be calculated. �L�n���"��"� ��,���� �„v����tK V� �—�'� �� !'
� �� , �, �r..-�,:�t.
,_.._........................_..___---------------�..._.._.-------------.._._..,
}. _.. ... ., ....
,��: ,,�.• .�, -�. .
'a:�i 5:f.�:ucc;�.c"�.:�. .,. •
1. Select number of perforated laterals: �
�_.___..� __ _ �__._.._i
2. Select perforation spacing = �3 ft �E-0:Akn�irnumdia�lera�rriheroft/G-inchptricrntiorxs�
;p.n latrrcallo puorantr.e c10%+fiar,horqe vcniplron
r._...__,-....._.,..._...y...._.._..._,..__..,...�........�..,...----•m...,�..,._.._...-_._.._......._-�
3. Since erforations should not be laced closer that 1 foot to `p�`r"`°""" ` � j `
p p s `
the edge of the rock layer(see diagram), subtract 2 feet from 4 5A�+�p E �±7�:� ` �.z_s�,�, �.s,,�-.r, � z�oi„�yt,_,i
the rock layer length 3 �s ; a ` ,c ; �� i � �
57 -2 ft= 55 ft ; :•o A• ; �s ; i� � �n �
rock layer length i '4 ' ' � '� � 10 � � '
j tu ; ? I 11 t 1� � 23 j
; S.Ci q f 1Q � 1d � 7 �
t�.,___,.._c � ._._._.
4 Determine the number of spaces befinreen perforations. ,
Divide the length (3) by perforation spacing (2) and round down to nearest whole number.
Perforation spacing = 55 ft/ 3 ft = 18 spaces
5. Number of perforations is equal to one plus the number of perForation spaces (4}.
`Check figure E-4 to assure the number of perforations per lateral guarantees
< 90% discharge variation.
18 spaces + 1 = 19 perforations/lateral
6. A. Total number of perforations = perForations per lateral (5)times number of laterals (1).
19 perfs/lat x 3 laterals = 57 perforations �
£-6: 3��.*rkxc�iion i�ischcx9e in�an
B. Calculate the square footage per perforation. —
Should be 6-10 s ft/ erf. Does not a I to at- rades. �e�far�tian dias�r�eter
q P PP Y 9 ��� incr�es
1. Rock bed area = rock width (ft) x rock length (ft) �f,��� 1;8 3j�$ 7 j�2 !Fq '
10 ft x 57 ft= 570 ft2 � �Q Q�8 C e�2 i3 5b a��
2. Square foot per perforation = Rock Bed Area/number of perfs(6)
570.0 ftZ / 57 perfs = 10.0 ftZ/perf 2�Ob t32d �.59 d.80 1.f74
5.0 D.41 Q.9� 1,28 ?.+��
7. Determine required flow rate by multiplying the total number ::,;,,�,.�;,�.,;;,,;�.,.y�„�,.,,�,,.4,.,_.�,;�•4
of perforations(6A) by flow per perforations (see figure E-6) - ;�•�-^�}rc�:���'�tlj,r,=;!!}rv�.:a�:•.
57 perfs x 0.42 gpm/perfs = 23.9 gpm
8. If laterals are connected to header pipe as shown ;.-�x w.:r���
..:�; '
-.� :,„_:
in Figure E-1, to select minimum required lateral ���} . =�- �t!� '
, ,::-.. . , ;
diameter; enter figure E-4 with perforation spacing (2) and ' �" _ _ �� `" ;
� �,...•.::r.= � .. �\
number of perforations per lateral (5). � ; �
.�. . ,..,. . . .
� - � -� � � ; Figu.^e E-l:Mant7otC LooafeC at EnC of Syshsm !
....._.._._.__..._........__........._,..._.._._.._._.._..._.._. ..__ ._._..__...._.�.._.....'
Select minimum diameter for perforated laterals = 2.0 inches
9. If perforated lateral system is attached to manifold pipe HgureE2:Monifoldlocalotl '"*"� `�' I
m tno Cenrer oe me 9ysiem
near the center, like Figure E-2, perForated lateral length (3) � + !
and number of perforations per lateral (5)will be approximately _ �' �,. `
1� � -�• �
one half of that in step 8. Using these values, select I-� � . , , i
minimum diameter for perForated lateral = �inches. � �--..� � 4r' !
I _ �.�,,,.,..�.,�:: ;
�
I hereby ce � a have completed this work in accordance with all appiicable ordinances, rules and �aws.
�
(signa.ture) 2656 (license#) 7-8-08 (date)
. � � '
' � PUMP SELECTION PROCEDURE
All boxed rectangles must be entered, the resf will be calculated.
1. Determine pump capacity:
A. Gravity Distribution
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10%greater than the water
supply rate,but no faster than the rate at which effluent will flow
out of the distribution device.
B. Pressure Distribution-see pressure design worksheet >o;i;�Ca�-nz�:,s•Y-s±e�-�
$c ao?nt r�(disr.har�e
�;t:+
Selected Pump Capacity: 23.9 gpm r°�"��p� ,�` ,
;��:c,�';, .
_.ry�.,y.�, Lfi.@tevc�fiotl�
�r E � - ��- differ�.^.Ce(
2. Determine head requirements: verify h�NE �i �
, .� r:i
A. Elevation difference between pump and point of discharge. �� :
,:, , .;
:, �.
, :.. ..........
22 feet .,,,,,,.�::�,����fi- -..._........._.---- ----•-
g. Special head requirement?(See Figure-Special Head Requirements)
��feet Special Head Requirements
Gravity Distribution Oft
C. Fnction loss Pressure Distribution 5fl
1. Select pipe diameter �in
2. Enter Figure E-9 with gpm(1 A or B)and pipe diameter(C1) E-9':f�iC��0.�S�t Plt�C P�p�
Read fnction loss in feet er 100 feet from Figure E-9 ��1����
Friction loss= �1 ftl 100 ft of pipe ���!
� �e c�dmet�r
3.Determine total pipe length from pump discharge to soil system discharge point. k���� �.� � ��
Estimate by adding 25 percent to pipe length for fitting loss. ��
Equivalent ipe length times 1.25=total pipe length �2� �'�� ���� Q���
230 ft x 1.25= 287.5 feet ��� ��.7; �,I1 O.lb
�;Q �5.2: 1.� �.23
�'S 5.96 2.l�i 0.3�
4.Calculate total friction loss by multiplying friction loss(C2) ���} �,9T 2.� tJ.3� '
by the equivalent pipe length EC3)and divide by 100. �Q� i��� ��� �Qa
FL= 1 ft/100ft X 287.5 ft I 100= 2.9 feet � ���� 3� ��
D. Total head requirement is the sum of elevation difference(A),special ��'' �'�'� �'�
head requirements(B),and total friction loss(C4). ��� ! ��� ����
22 ft + 5 ft + 2.9 ft ��� � �,*.4d. �.�. �
Total Head: 29.9 feet
3. Pump Selection _
1.A pump must be selected iver at least 23.9 gpm(1 A or B)
with at least 29.9 fe of total head(2D).
I hereby certify I v co leted this work in accordance with ail applicable ordinances,rules and laws.
� (signature) 2656 (license#) 7-8-08 (date)
� ,. i .
DOSING CHAMBER SIZING � '
All boxed rectangles must be entered,fhe rest will be calculated. Width
1. Determine area
A. Rectangle area=L x W
C� ft x 10 ft = 50 ftZ Length
B. Circle area=3.14 x ratlius2
x 2 ft = ft'
C. Get area from manufacture ft2 Radiu
2. Calculate gallons per inch
There are 7.5 gallons per cubic foot of volume,therefore multiply the area(1A, B or C)
times the conversion factor and divide by 12 inches per foot to calculate gallon per inch.
Surface area x 7.5/12= 50 ftz x 7.5 I 12inlft = 31.25 gallon per inch Legal Tank:
500 gallons or
3. Calculate total tank votume 100%the daily floW
A. Depth from bottom of inlet pipe to tank bottom 40 in or Alternating Pumps
B. Total tank volume=depth from bottom of inlet pipe to tank bottom(3A)x gallin(2) ; A 7:L"„�^lhnatedSe�eHaws inC,a6orc per Ck�y �
= 40 in x 31.25 gal/in = 1250.0 gailons - � �
� be�oom• aass� � a�s p � aass tu I aass rv ;
4. Calculate gallons to cover pump(with 2-3 inches of water covering pump) ? � �' � �' } ''� � °�� �
' , AS`J 1 30D ' 'll9 etth& :
i A b�J ' 375 7.�L vc5.�es ;
(Pump and block hei ht+2 inches)x gailon per inch � 5 i � � „�, � �,� I ;,,h,� ,
(�t 2 in) x 31.25 gal/in = 312.5 gallons � ; � i� � � E �n j a,�a;ii �
5. Calculate total pumpout volume � a ` �� f �� � � �C�� �
A. Select pump size for 4-5 doses per day. Gallon per dose=gpd(see Figure A-1)I doses per day=
752.4 gpd I �8 doses(day = 94.05 gallons �
B. Calculate drainback
1. Determine total pipe length 230.0 ft ��
2. Determine liquid volume of pipe, 0.17 gal/ft(see figure E-20)
3. Drainback quantity= 230.0 ft(561) x 0.17 gallft(582) 39.1 v E-���' yO���me.cat Li uid in Pi .
C. Total pump out volume=dose volume(5A)+drainback(583) Pipe Diameter�Gallons per foot�
! vrcitc� t i
94.05 gallons+ 39.1 gallons= 133.2 � 1 0.045 '
; i'S G 0.073 ;
6. Calculate float se aration distance usin total um out volume I 1.5 � 0.11 �
P ( 9 p P ) s 2 u.17 i
Total pumpout volume(5C)/galfinch(2) � 2.5 i o:25 !
133.2 gal 1 31.25 galfin = 4.3 inch � 4 � o.b� �
�
7. Calculate volume for alarm(typicaily 2-3 inches
Alarm depth(inch) x gallonlinch(2) = 2 in x 31.25 galrn = 62.5 gal
8. Calculate total gallons=gallons over pump(4)+gallons pumpout(5C)+gallons afarm(7)
312.5 gal + 133.2 gal + 62.5 gal = 508.2 gal
_ _ _ . ,. . ,
9. Totai tank depth=total gallons(8)/gallonlin(2) �-��}.. , ,
508.2 gallons I 31.25 galCn = 16.3 '�'' '"`��'""�'•
[R'
4•.�w? F�:' !"5-"d?C!7i:<+»t::�'W se
':€i r. :���^�:f�
Recommended ---- "'�-��`a""'•''
Calculate reserve capacity(75%of the daily flow) `�`t`�"'""```}��'�, �t"`
�::i... . ._�S. ;:�r.f•:r..�,^.
Dail flow x 0.75 = 752.4 x 0.75= 564.3 ailons r°�' �''`'''�-�``~t� � � �s �`''`"`''4
�9r� COf�2R^!^'' :'�
6r�
508.2+564.3=1072.5 Gallons USE A 1,250 GALLON TANK.
/
:`
I hereby ce ' at ave compteted this work in accordance with all applicable ordinances,rules and laws
.
� (signature) 2656 (license#) 7-8-08 (date)
AUGr27-a0�8 02:36P FROM:FESSEL ENU 1 507 362 8829 T0:19522494616 P.3�5
"OTHER"ON-SCfE SEWAGE TREATMENT SYSTEM IYOTIFICATION
1. The attached system design is classified as an"OTHER"system according to Minnesota Rules,Chapter
7080,individual Sewage Treatrnent Systems Standards,Revised September 2002.
2. The undersigned designer assumes responsibility fo�the design,worlQnanship and material used for the
_....... attached system-desiga�— — _
3. Le Sueur County assumes no responsibility for the performance of the attached described system.
MOMTORIIVG PLAN (ATTACX ADDITIONAL SNEETS AS NEEDEDJ RESPONSIBLE PARTY
REQUiRED: FLOW READING AND VISUAL CHECK FOR SEEPAGE HOIV�OWNER*
B[ANNUALLY(APRIL,OCTOBEI�
RECORDS SUBMITTED TO COUNTY BY NOVEIV�ER 15'�" HOMEOWNER*
i
MAINTENANCE CONTRACT–A�ROefC r�rhrENT uivlTs Onl[Y . HO[vv�OWNfiR+
(RECOMMEND QUARTERLY MAINTENANCE SBRYICE)
�
"Homeowner c�y choose to contract out for these services.
NRT[GATLON PLAN (A7TACAAD PI70NALSNEE7SASNF.EDED1
. .
Ftow Measurement Type: D IOm R� ,�
PARCEL ID: Township ' Rauge Section
Designer Name and MPCA Liceuse Number Property Owner Name
Desigr►e�r Signature Properry Owner Si�ature ,
[hereby acknowtedge that I a4sumc responsibiliry for f hereby acknowledge that I have read the above
tlu atteched"Othe�'ISTS design and fully�nderstand my requirements of tfie Monitoring Pien and fully understand
my responsibilities as stated in the above MoniWring� my responsibilities as a homeowner of the attached
Mitigstion Plens. "Other"ISTS.
Date Date
A copy of this form and eny aaachments will be made available upon�ques�
and will he Icept on 81e at the Le Soew County finviroemental Servicas Office.
PAGE 2 OF 2
�
.
� `� ,`'ri; is. '�' �-� ;t�� ,- - .'.1__ _ - ... .. �_ .-s.�.• _
� i �_r �i�•��� r+:;: , �`��� l���
S. '�- �i�. :5 :.��}��
.�� � '
���� � .��w T�ie I'eaael S Stexn
� Residerfial lndus�d�ial
� � Self-Contained Waste Treatmer�t System
�
� The I is to kee our famil aod the environme�rt safe b
� P��Y 8� P Y Y y reducing the organic and harmfW material in �
� wastewater as measured by BOD,CBOD,TSS,Fecal Coliform,nitistes,and others. The Fessel System has a unique
N � - design that introduced dif�'used air into a series oFcollection pipes whick creates a diluting action. This action circulated
� � �" the wastewater creating continued contact with the attached growth. The diffused air provides the water with high levels
0 of dissolved oxygen. High Levels of dissolved oxygen promotes.activity of the healthy bacteria that live in the system. lt
� - is a complete and self contained system. The first compartment starts the digestion process by forcing compressed air into
� .� ' �► the tank from the bottom,assisting in the breakdown of the solids. The second chamber continues the system's unique
. � /_. _,`-'*�- circulation process by and provides severa!advantages: ��
� � , • It contains the media pfomoting an auached growth process.Media can be described az � .
m � plastic"houses"that the healthy bacteria attach to. � t �,'
� 't� • Peak flow periods are controlled to reduce wash through. � �
� � • Production of micro or�aanisms,attached growth,are increased because.of the aeration =
r� process.
�J _.. �
m - _ • Digestion of organic material is increa�es due to the continuous water circul�tion. This —
N ---- circulation continuously exposes the organic material w the healthy bacteria.
�
The clean,odorless water flows ihrough a fina{filtered discharge chamber which
�� dispenses to the drainfield_ An optional Clorinator is available to reduce the fecal Coloform ' `
�_.:,;
number's to be reduced well below discha�e standards. -
�
� _ The operating principles of The Fessel System are based on the designs associated with larger municipal and _
w�_ industrial processes known as extended aeration and attached growth biological processes. Traditional septic tank designs
� are anaerobic in nature,which are less e�cient and effective. The Fessel System can be adapted to anything from a Cabin
� on a Small Lot to a Clusie�system for multiple homes and smaH Community. „� �
�
� We 6ave a[ull Eogineering Company oa hand to desigo any size or soil Condition you may bava
� �
0
�
� -
� A �
�+'] ,t_ �Cp^ >,
0 � �
� �L ��
� i j Vr`�
f� �>;b'�V�� y " - _ _ - ; -� :tia _: � � _' "` - -
[1J ^:�`��,-.� "ii� - . �
(3 d. .,. � , r:`. , r�� :
� , .� ,,�,�.n'` >�.. '�ar-�_:i _
�j � 4..
Q �
Drainfields �- e
in "Che Fessel System",wlrich is a smalier versi� �����
d- of the aerobic municipal treatment system,processes
� cleaner water allowing for a reduced drainfield.
The smaller drainfield may allow for develo� � ���
ment or sale of traditionally hard to fit properties. �
BEiYEFITS TO OWNING a
� "THE FESSEL SYSTEMn Residential Industrial
� • With proper maintenance, the system should have
N an extended life,potentially saving thousands of Self Contained Waete Treatment 3yste�
U� dollars over time.
m
�' • Competirive warranty.
� • Maintains a healthy drainfield with can be of �. Fessel Systems
reduced size(250 sq.ft.),with no unsightly ty
mound. ��I{�`� Z��iit AV�:,�S�rv]�; AI��. ���
• Watertight designs keep ground water out. , ���.;;',a��" � " ""�'"
� • Available in Concrete or Poly Tanks. � ;� � �
� • Installation is `contractor friendly'no need for � ¢ r
N heary delivery equipment.
�n
� • Solids are not allowed to discharge into the
m drainfield.
u� -
,._, • The Three chambered design allows far
accessibility to each compartment_
• Reduces land application requirements. - -
��— _ T _.�r.::_-
• Ideal for residential, light commercial,and
replacement of failing systems. '
�-�
� • Rele�ses clean odorless water that meets or �_ �
w exceeds state standards F
^. �
... a
w _�„^�. -- U � � � � �
� � � �a
w� - - .. _s� � m
�� _ o � � � � ,
J - � � � `�'
rt- - - � a � ^ �
tD -�sa� ^=s I,` � '� > � � p y
f'`1� :7r '� `��.:��:~ � Q � ..• 1n G': � '
•�-3: .� ++ ., L
m�� � _ ` f �j � ~ � � 1 1
i-� _ '`}�r -y- � �
. ` � _"'�c�'���=�- y�j � �.�i
��� -'�'���� � _ ° � 3 � � � �
� - � - �, v
�J _ , �.x-,- ..a, � :
� . - '.:a�,r''�'�r'4:�Ft�,� "#.t:
� �r _
t ' p •
PERCOLATION TEST DATA SHEET �
Percolation Test Readings made by Tom Klancluzik on July 3, 2U08 starting at 9:00 am.
Test Hole Location: 520 North Arm Drive: P l, Date hole was prepared: 7/2/08
Depth of hole bottom is 12 inches, Diameter of hole is 6 inches.
Soil data from test hole:
De th in Inches Soil Texture
p"— g" 10 YR 2/2 Loam
8"— 12" 10 YR 3/3 Sandy Loam
Method of scratching sidewall is 2 x 2 with nails. Depth of gravel in hole is 2 inches
Date and hour of initial water filling 7/2/08, 11:45 am. Depth of initial filling is 12 inches above bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is Automatic Refill.
Maximum Water depth above hole bottom during test is 8 inches.
Time Time Interval, Measurement, Drop in Water Percolation Rate Remarks
Minutes Inches Level, Inches Minutes Per
Inch
9:00 ---------------- 7" ---------------- ---------------- 8" Water Head
9:10 10 Minutes 6 3/16" 13/16" 12 Refill to 8"
9:20 10 Minutes 6 3/16" 13/16" 12 Refill to 8"
9:30 10 Minutes 5 3/16" 13/16" 12
Percolation Rate= 12 Minutes Per Inch
. y . �
P�RCOLATION TEST DATA SHEE"�'
Percolation Test Readings rnade by Tom Klanchnik on July 3, 2008 starting at 9:00 am.
Test Hole Locatio�l: 520 North Arin Drive: P2, Date hole was prepared: 7/2/08
Depth of hole botto�n is 12 inches, Dianleter of lZole is 6 inches.
Soil data from test hole:
De th in I�lches Soil Texture
0"— 8" 10 YR 2/2 Loam
8"— 12" 10 YR 3/3 Sandy Loam
Method of scratching sidewall is 2 x 2 with nails. Depth of gravel in hole is 2 inches
Date and hour of initial water filling 7/2/08, 11:45 am. Depth of initial filling is 12 inches above bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is Automatic Refill.
Maximum Water depth above hole bottom during test is 8 inches.
Time Time Interval, Measurement, Drop in Water Percolation Rate Remarks
Minutes Inches Level, Inches Minutes Per
Inch
9:00 ---------------- 7" ---------------- ---------------- 8" Water Head
9:10 10 Minutes 6 1/4" 3/4" 13 Refill to 8"
9:20 10 Minutes 6 1/4" 3/4" 13 Refill to 8"
9:30 10 Minutes 6 1/4" 3/4" 13
_ _ _
Percolation Rate= 13 Minutes Per Inch
� ' F .
PERCOLATION TEST DATA SHEET' �
Percolation Test Readings made by Tom Klanchnik on July 3, 2008 starting at 9:00 am.
Test Hole Location: 520 North Ann Drive: P3, Date hole was prepared: 7/2/08
Depth of hole bottom is 12 inches, Dian�eter of hole is 6 inches.
Soil data fronl test hole:
De th in Inches Soil Texture
0"— 8" 10 YR 2/2 Loam
8"— 12" 10 YR 3/3 Sandy Loam
Method of scratching sidewall is 2 x 2 with nails. Depth of gravel in hole is 2 inches
Date and hour of initial water filling 7/2/08, 11:45 am. Depth of initial filling is 12 inches above bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is Automatic Refill.
Maximum Water depth above hole bottom during test is 8 inches.
Time Time Interval, Measurement, Drop in Water Percolation Rate Remarks
Minutes Inches Level, Inches Minutes Per
Inch
9:00 ---------------- 7" ---------------- ---------------- 8" Water Head
9_10 10 Minutes 6 1/4" 3/4" 13 Refill to 8"
9:20 10 Minutes 6 1/4" 3/4" 13 Refill to 8"
9:30 10 �Vlinutes 6 1/4" 3/4" 13
Percolation Rate= 13 Minutes Per Inch
• � � � ,
� � LOG OF SOIL BORIl'�11GS�
Location of Project: 520 North Arm Drive
Borings madc by Tom Klanchnik Date: Julv 2, 2008
Classification System: AASHO USDA-SCS _X Uriified Oiher
Auger Used (check two): Hand_X_ Power Flight Bucket X Other
3 Inch Hand Au er
Depth Depth
In Boring Number B 1 In Boring Number B2
Feet Surface Elevation Peet Surface Elevation
10 YR 2/2 SandY Loam 10 YR 2/2 Sa.ndy Loam
1 10 YR 3/3 Sand�m 1 10 YR 3/3 Sa�idy Loam
10 YR 4/4 Sandv Loam 10 YR 4/4 Sandv Loam
2--- 10 YR 4/4 Silt Loam 2--- 10 YR 4/4 Silt Loam
� ___ 10 YR 4/4 Silty Cla L�oam_ 3 ___ 10 YR 4/4 Siltv Clay Loam
4--- Mottled at 28" 4--- Mottled at 30"
5 --- 5 ---
6--- 6---
7--- 7---
8--- 8---
End of Borin� at 3.0 feet. End of Boring at 3.0 feet.
Standing Water Table: Standing Water Table:
Present at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not Present in boring hole X Not Present iii boring hole X
Mottled Soil: Mottled Soil:
Observed at 2.33 feet of depth. Observed at 2.5 feet of depth
Not Present in borin�hole Not Present in boring hole
Observation and Comments: Observation and Comments:
LOG OF SOIL BOlZII�G� ` � � � �.
Location of Project: 520 North Ann Drive
Borings made by "I'om Klanchnik Date: :Tu1�2, 2008
Classification System: AASHO USDA-SCS X Unified Other
Auger Used (check two}: Hand_X_ Power Flight Bucket X Other
3 Inch Hand AuQer
Depth Depth
In Boring Number B3 In Boring Number B4
Feet Surrace Elevation Feet Surface Elevation
]0 YR 2/2 Sand Loam 10 YR 2/2 Sand,y Loam
� l 0 YR 3/3 Sandy Loam 1 10 YR 3/3 Sandv Loam
10 YR 4/4 Sandv Loam 10 YR 4/4 Sandy Loam
?--- 10 YR 4/4 Silt Loam 2--- 10 YR 4/4 Silt Loam
3 ___ 10 YR 4/4 Silty Clav Loain 3 ___ 10 YR 4/4 Siltv Cla Loam
4--- � Mottled at 28" 4--- Mottled at 30"
5 --- 5 ---
6--- 6---
7--- 7---
8--- 8---
�nd of Boring at 3.0 feet. End of Boring at 3.0 feet.
Standing Water Table: Standing Water Table:
Present at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not Present in boring hole X Not Present in baring hole X
Mottled Soil: Mottled Soil:
Observed at 2.33 feet of depth. Observed at 2.5 feet of depth
Not Present in boring hole Not Present in boring hole
Observation and Comments: Observation and Comments:
� � � 1 ,
� � LOG OF SOIL �ORIl\1G�
Locatioii of Project: 520 North Arm Drive
Borings made by Tom Klanchnik Date: July 2, 2Q08
Classification System: AASHO USDA-SCS X Unified Other
Auber Used (check two): Ha.nd_X_ Power Flight Bucket X Other
3 Inch Hand Au er
Depth Depth
In Boring Number BS In Boring Number B6
Feet Surfa.ce Elevation Feet Surface Elevation
10 YR 2/2 Sandv Loam 10 YR 2/2 Sandv Loam
i --- ► ---
10 YR 3/3 Sand�oain 10 YR 3/3 Sand,�
10 YR 4/4 Sandv Loam 10 YR 4/4 Sand, .,�Loam
?--- 10 YR 4/4 Silt Loam ?--- 10 YR 4/4 Silt Loam
� ___ 10 YR 4/4 Siltv Clay Loam 3 ___ 10 YR 4/4 Siltv Clav Loam
4--- Mottled at 30" 4--- Mottled at 28"
5 --- 5 ---
6--- 6---
7--- 7---
8--- 8---
End of Boring at 3.0 feet. End of Boring at 3.0 feet.
Standing Water Table: Standing Water Table:
Present at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not Present in boring hole X Not Present in boring hole X
Mottled Soil: Mottled Soil:
Observed at 2.5 feet of depth. Observed at 2.33 feet of depth
Not Present in boring hole Not Present in boring hole
Observation and Comments: Observation and Comments:
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED ` �r(� �
ADDRESS J�L% a �lVl � fi � � (.�
OWNER TELEPHONE NO.
CONTRACTOR �� ��-�� � �'"'� �
�; DESCRIPTION �� �%.�� �� �� ' �`� � ��`�'��
�
11� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
ti
O ❑ FRAMING ❑ MECHANICAL FINAL ❑ 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
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
a
� j�; , !� C�C)�d �, �',� -f-�U�l.l �'
� � ��.�t,� :� ��—i�.� �' 1—�}�� .-�,�;r-� �)^, ' `l
0
�
W
�
Q `
� �l�" � 5�: , j �' � ��� � r
z -
� �'rA E. �1�,•. � 5-( S�-k� �r'l
w
�
�
a
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITNIN HOURS. � 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. �95Z� Z49-46�0
OwnerlContractor on site:
Inspector. �t� � � �����
�9hite Copyllnspector's File Canary Co,�ylSite�G�tice
�r� ✓
�� ATE U TIME
CITY OF ORONO CALLED IN g
INSPECTION NOTICE SCHEDULED ! " �
PERMIT NO. oZDO, -c'��gCOMPLETED
ADDRESS S� ��� ��� '�-�2�'�'��
OWNER CONTR. ,7`�SS�� �J'GU1�''�'P�L
TELEPHONE N0. --�0 — l� �
� DESCRIPTION ������ry �uDu��
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q � FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-S�TE \❑,SEPTIC MAINT. ❑ COMPLAINT
v ❑ DEMO-FINAL �SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUM � ❑ FOUNDATION/REMOVAL
� OWN RICONTRACTOR T EEf YOU:�,YES_NO
\
� COMMENT :
�
W
a
o C�i P�.,o� rs �ueE�� � �7 �'�� ��
� ����
�
0
�
W
°� 3- l�� C-���ro,� B�n�� T��<<S
Q
�
z
W —nG�4N,'�/'r�A 1 Ay.c� K.�A.� ��n A�C�' �@�.. ,-�'ct
� or��+� S �t/S�
a
W� ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE
W �CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECONERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WFLL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Ca11 forthe next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice