HomeMy WebLinkAbout2001-P04091 - repair septic system CIT� �F ORONO PERMIT
� Permit Number:
2750 K�Iley Parkway - PO Box 66 P04091
Crystal Bay, Minnesota 55323 Permit Type: sept��
(952) 249-4600 Date Issued: �ilv2oo�
SITE ADDRESS: 1209 French Creek Dr
Wayzata,MN 55391
PID: 10-117-23-23-0002
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): Repair Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 50.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 50.50
APPLICANT: Sullivan's Utility Services, [nc. OWNER: Robert&Nancy Lux
3660 Hwy 101 S 1209 French Creek Dr
Wayzata, MN 55391 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
\ f' � . �/ /r'.c�=�_� �c^ ���_1 vy��s �-
,�____ -�--�--J''--------- � ,�.�
APPLICANT P�RMITGE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-Fi(e(Sienitures Reauired), 1-Applicant. I-Monthlv Reoorts. 1-Assessine, 1-Finance Page 1
� -.
CITY OF ORONO SEPTIC SYSTE`I PERII7IT APPLICATION
Bos 66 (2750 Kelley Parkway)
Crystal Bay,l�Tn 5�323
--JOB SITE ADDRESS �/�2 �` � -�Jtk N���� �f�1L� (J2..
Occupancy Type: Residential � Commercial Other
Permit Type: Ne�v or Replacement System �100.00
Repair Esisting System $ 50.00 ._`�c�.. '��
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Otivner's I�Tame: ��c�-{,�- , a , � Phone I�`umber:
1Vlailing Address: ��� � ;: ,� �� City: ��%,?���:1.�) Zip: .���
Contractor's Name: ` - � • Phone Number: S'J.�- �7�-�J��'
Nlailing Address: il �� �u.,� J�'i City:L.�� �i: Zip: �����
, i ,� .
*** DO NOT i�L4IL PAl'I�TE�'T`ti'ITH THIS APPLICATION***
GEl�'ERAL Il\'STRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Off'ices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holdin� a Minnesota Pollution Control
A�ency(i�LPCA) Septic System Installers License.
3. All�vork must be done in accordance�vith the approved septic system desijn. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet si�ned by the City Inspector.
4. The followin� inspections �vill be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to coverin�.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rou�h up but prior to sand placement(sand will be jar tested for silt content), and a�ain
durinj pressure distribution pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(�vhere required) components are functional and comply with codes.
5. Individual holdin��IPCAInstallers License shall be present durin�all inspections. A 24-hour
notice is required for all inspections.
.
�
I\TOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
_ 1. I have received a copy of the system desi�n including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installinJ the followin�:
A. Tanks: ;:�_5�� Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal 3) gal
B. Pump Station(if required)
Pump make & model (attach pump curve &
literature); system design requires gpm at feet of head.
Hi�h water alarm make& model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
��\ �"`'; _;�_Trenches: �� '�� s.f. Mound
-'rC' Depth of rock below pipe " Rock bed dimensions ' x '
>�.� � :� � Drop Boxes Sand bed d'unensions ' x '
� '� Distribution Box Pressure Dist. Pipe Diam. °'
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
trucked in
The undersijned hereby applies to the City of Orono for issuance of a septic system installation permit,
a�rees to do all �vork in strict accordance with ordinances of the City and the re�ulations of the State
of�Iinnesota,and certifies that all statements made on thi�application are complete,true and correct.
�_.
Si�natureofApplican�-�- ._ ,���_ _ Date: �� � ���
MPCA License No. %.;2('�
----------------------------------------------------------------------------------------------------------------------�-
StaffRevie��-: Approval � Denial
Res•ie�ver: ��I�tJC ��2�,-._in--, Date: �`�7 — � �
Reason for Denial:
07/16/2001 22:15 FAX 76�4973566 SP TESTING INC 1�02
S�P TES TING� �NC. Steven B. Schirmers - MPCA Cert.No. 62�
951 Ketydid I..arte NE • St. Mic�ael, MN 55376 • (763) 497-3566
FAX(763) 497-5011
� State License#394
�`�''t"�'t�t?�tC�N�
8�P'TtC PERMt �'�'
Mey 22, 2001 ����
DATE �-� -o PERMIT�
� APFBOVED AS SUBMiTT�
� APPROVEp WI'fH CORRECTION!A��
NOT ApPROVEU.CORRECT�RESUB�
7'heae wmments ace tbt you►iafot�►�eioa AN wrtk d�b0�ArM
gOb LWC tet fuU aomp{;ance with rU appiicebio ceptio a�d son{n�co�,
Requirements including items oot specificaily noted ia fhn reviN6,
1209 French Crek Dr. iC6EP TtilS PLAN 88�'OA 51T8/►T AL6 TlAfE3
Orono, Henn. Co., MN
This si�e hes en existing on•site seNrage tneatmerrt system oonsisting of tank (trash trap),
Mu�i-Flo Unit & a firench system_ City reco�ds show 1000sq.ft. or 330 lin.ft. with 12" of
rock below the disfibution pipe.
The proposal is too add 13' to the west end of the house which woufd require 5 trenches
to have 13' or 65 lin.ft. removed. The area available to add to badc to the system is
upslope slope of the e�asting systern. Theroe is enough a�a fior 2�0' or 80 lin.ft.
trenches. The exisfing trash trap v�rould need to be abando�ed, pt�mped and fi11ed w�th
soil or removed �f needed. A neew 1250 gallon tenk will need to be installed which will be
a trash trap pumping chamber wittt the pump eleveted on a 'FO" bbdc with the top float
tuming off pawer with 500 gellons remaining. The pump wiN pump fivm the dear zone
using a timer, pumping 12_5 gallons every 30 minutes to the e�dst�ng Multi-Flo Unit (see
attached vacuum break for the suppty line to the Mu�i-Flo Unit) �en flow gravity to the
new trenches added. The trenches will be connected with drop bo�oes.
���y ����
Steven 6. Schinners
1
07/16/2001 22:17 FAX 76a4973566 SP TESTING INC 1�0a
� � TRENCH AND BED WORKSHEfiT
1, AVERAGE DESIGN FLOW A-1: EstlmCf�G S�W
A. Estimated 1�D C7, gpd(see figure A-1) nu r �������r�
ar measured x 1„�(sa ty facto�)= gpd °i°fO°"" �O1f� ��° a�.ui c�o�N
�. Septic tank capacity_1_-1 O g��(see figure C-1) a a,�5p 3�oso ze o�i�me
'P'R�ISI� '1'1V'R� 4 600 375 256 volues
Z. SOILS (Site evaluation data) � c � 5�2b �z ci�
C. Depth to restricting layer- 7 (. feet � > 1060 a°° 3�o i�°r ni
8 120p 675 dOH cowmna.
D. Max depth of system Item 2C-3 ft= — ft-3 ft- a.S !t
E. Texture S A'��� �Awi Peicolation ret�e MPI
F. Soi]Sizing Factor(SS� " sqft/gpd(see figu�e D-15)
G. %Land Slope � % ca: s� a���a � � oo�
3. TRENCH or BED BOTTOM AREA N��ar oi Minimum LJquid uqad ap.c�q w��n �°'a`�"ry
ee�o�ns r��aacy ���d� "��d;spoml�
H. For trenches with 6 inches of rock below the pipe= Wt��d�
A x F=____�gpd x sqft/gpd= sqft 2Qi�,o �so n�s ,�
Y. For trenches with 12 inches of roCk below the pipe: �Q 6 �� � �
A x F x 0.9=_�;d x sqft/gpd x 0,8= au�o sqft �,e a 9 amo 3mo
J. For trenches with 18 inrhes of rock below the pipe:
A x F x 0.66=eed x sqtt/gpd x 0,6G= sqft ¢�r�°���9,�������s�a
K_ For trenches with 24 inches of rock below the pipe: p�•�II•4 �a�•�*
A x F x 0.6=__ypd x sqlt/gpd x 0.6= sqft m�i�"�'""' '�°°r""^ '°"a:`"�� '°"
L. For gravity beds with 6 or 12 inches of rock below the pipe; ' �*����� c�,...� oa�
0_1b5 M��umvu+d Oa3
l.b x A x F=15 x end x sqft/gpd= sqft '�""�"^°
�or 0.7 b S^ F4r w�d 1.�7
For pressure beds with 6 vr 12 inches of rock below the pipe; ��'� �''°"" ;�
A x F= �d x sqft/gpd= sqft ""� �'�''"" 'A'
d��
�61olv Uaylaun 17D
�r�r
4. DISTRIBLJTJON(Check all that apply) �"",�°''' .�
ore►67[0 77� CI�
6�ndy eLy
Bed (<6%slope) �Drop boxes (any slope) Rock .,�,,,.,, 91ry��•r �
�/ Trenches Distribuaon box(<3%) Chamber • •�•r•��+• ••p o•M*• ..� �
� pw.wauwe.,den w�rm er.uib�+evr+..lth
Pressure Gravi Gravelless ^�"�">��°Y��'�'M°^^�
Fidl h�ving 30L er�wert Ilne a�nd plu�.�ry►Lr und
�A�noundT WI d,urE_
""M odrr or p�iwnw�ce�TYnn must bc uud
5. SYSTEM WIDTH,LENGTH and VOLUME
M. Select trench width= 3 .L� ft 1�-9= Soll Gharoderistia and Sail si�ang
N. If using rock,divide bottom area by width: (H,I,J,K or L)+M= � ����ss�for�h.�na.�;�
a 0 sqft+ '�_ft- 4�0 lineal feet ����i �R=� �ia ia y
Rock d kh below distribu�on � e 1us 0.5 fvot times bottom area: Foe��r�tvri o.�- c� —
eP P P P ai�o s r��a;�,su,d o.se
Rock depth in feet+0.5 feet x Area (H,I,J,K,or L) �y�+++�
0.1 to 5 Filr Ssnd" Q.6
( 1,0 ft+0.5 R)x Z 40_sqft=_3 V�cuft 6 w 15 s.nay� aa�
Volume in cubic yazds=volume in cuft divided by 27 'si o,�s su�� �
s�l r
3 �o o cutr}27=��cuyas ��o�o a•��,�a> o-�•
Wei ht of rock in tons=ctabic yards times 1.4 s��c�
�cuyds x 1.4=�� tons '��•`�`"•" s.,,ay�i.y r
O. If using 10"Gravellesa Pipe, Flow(A)x Gravelless SSF(see figure D-9) S�ry�''y
���ra�,.����z��
��,�ud x lineal feet/gpd = lineal feet Uw ry�hme lor npldfr pe►�,�i�.�
"Soll ha ' SOX�mee Fu�sand. firr su�d-
P. If using Chambers,H,I,J,�r K(based on height of chamber slats)+ -�i w,"�„wgn o��.�oc�oy�i �
width of chamber in feet(M) "'�`��'°"�'`+�`d'��"�°""d�B�m'
sqft+ ft= lineal feet ���
ru,�
6, LAWN AREA I••��,-
Q. Select trench spacing,center to center=�feet
R. Multiply�ench spacing by lineal feet R x Q�sqR of lawn area ' :.�..
��t x aWa lineal feet=1�ac� sqft e24-Ro�
3/42 l/2"
Ja"
7. LAYOUI' ,..r,.,�a 3 �r
Include a drawing with scale(one inch=�feet). Show pertinent property boundaries,rights-v�-way,ease-
ments, locatian of house,garage,driveway, and aA other improvements, existing or p=oposed soil treaiment system,
well and dimensions of all elevations,setbacks and separaHon distances.
I hereby certify that T.1�ve completed this work in accardance with applicable ordinances, ru]es and laws.
/�. ./J G,// � � _ . , �=� _ _ � _ . .
07/16/2001 22:17 FAX 763497�566 SP TESTING INC C�04
� � � � � PUMP SELECTI03�T�PROe�DjJRE
1. D etermine pump capacity:
A. Gravity d�istribution
1. Minimum required discharge is 10 gpm . ���,��
2. Maximum snggested�discharge is 4S gpm. For other ���{� ��r��
establibhments at least 10°10 greater than the water supply rate, ���I���
but no faster than the rate at which effluent will flow out of the
disin�ution device. � . .
B. Pressure distribution
See pressure distribution work sheet
From A or B Selected pump capacity; 5 gpm
2. Determine pumtp head requirements: �,,,`-�, ��Lo �L��
A. Elevation difference between pump astd point of discharge? � so0 heotment system
&polnt of dischorge
� feet • 'b �+sS.o
B. Special head requirement?(See Figure at right-Special Head Require�ner�ts) tota�
len
�-- feet lnlet 2A,elevctfon
C. Calcu]ate Friction loss p�� dlff�erence
� � � ------- - - �
1. Select pipe diameter a '� , in �,y�
----------------------- -- --
2. Enter Figure E-9 with gpm(lA or B) and pipe diameter (Cl).
Read friction loss in feet per 100 feet from Figure E-9 Special Head Requfrements
Friction Loss = I, 1 ft/�100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length from pump discharge to soil treatrnent Pressure Dlstribu�tion 5 t�
digcharge point.Estialate by adding 25 percent to pipe length for
fit�ng loss,Total pipe length times 1.25 =equivalent pipe length
�0 feet x 1.25 = I � feet E-9y Frlctlon Loss In Ploatic Pipe
� Pet 100 feot
4. Cal'cvlate total friction lass by multiplying friction loss (C2) � nominal
in ft/100 ft by.the equivalent pipe length(C3) and divide by 100. ipa dlcmetor
- I . 1 tt/100ft x i% +100=_ 1 ft flpm� �'�� Z~ �„
D, Total head required is the sum of elevation difference (A),spedal� 20 2•Q7 0,73 0.11
head requirements (B), and tvtal fricdon loss (C4) 25 3.73 1,11 0.16
� ft+ � ft+-- - � ft= 30 5.23 1,55 0.23
Tutal head: � feet 35 6.96 2.06 o.so
AO 8.91 2.bd 0.39
3. Pump selection a5 � ��,o� 3,28 o.Qe
50 13.46 3.99 0.58
65 4.76 0.70
A pump must be selected to deTiver at least �.S epm 6p 5.60 0.82
(lA or B)with at lea9t � feet of total head (2D) 65 6.46 0.45
70 7.44 1.09
I hereby certity that 1 have completed this work in accordance with applicable ordinances, rules and laws.
�- � , � � (signature) 3� `� (license#) 3-a a-d 1 (date)
07/16/2001 22:17 FAX 7634973566 SP TESTING INC �02
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INSTALLATION REPORT
DATE INSTALLED I a- � ' �1 � GPD SIZE , �O[1 SERIAL N �• a�g O
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OWNER/USER $�� �x PHONE N �►�- y� —d � a� �
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ADDRESS: Street � � � ��'�b� O �--A 1r1,'�
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APPROVING HEALTH DEPT. L��C�-( D-G- C>'�n�.!o
ADDRESS: Street � � � �d�' �°l"
City /2'�S'SA-� "61A-� State �`'� � Z�p 5.�� ��
SITE DATE
TERRAIN: HIL�Y FLAT LOW
TYPE OF DiSCHARGE: SURFACE DIRECT INTO
SPRAY IRRIGATION RETAINED ON SITE
SUBSURFACE ✓ NO. FT. FIELD LINES
FACILITY DATA
NO. BEDROOMS N0. FULL BATHS 3 'i' NO. HALF BATHS
DISHWASHER GARBAGE DiSPOSAL ✓ WATER SOFTENEp
ESTIMATED FLOW PER DAY �A� �
OTHER DETAILS AND INFORMATION: A�'�'�o '�� ������ � ��'�'�A"�'�
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DATE TIME
CITY OF ORONO CALLED IN
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT E SCHEDULED �"�7'�� �%C
PERMIT NO. COMPLETED �17"'�� �'C �
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DtMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
❑STOPORDER POSTED.CALL INSPECTOR ! CITATION ISSUED
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Call for the next inspection 24 hours in advance. 249-4600
OwnerlContr�ctor on site:
Inspector.
J�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO ALLED IN
INSPECTION NO C SCHEDULED 7"l�'I�D� ��
PERMIT NO. v O COMPLETED '�� —0� 0'�
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TELEPHONE NO.
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lyi 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 04 WA�L BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE �EPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL i5 EPTIC INSTALL. 22 FOLLOW-UP
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= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO �
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
[,- INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46�0
OwnerlCont tor on site:
Inspector. -
White Copyllnspector's File Canary CopylSite Notice