HomeMy WebLinkAbout2009-00174 - septic - mound CITY OF ORONO PERMIT NO.: 2009-00174
� 2750 KELLEY PARKWAY
� ORONO, MN 55356- �ATE IssuEv: 04/23/2009
' 952 249-4600 FAX: 952 249-4616
ADDRESS : 3225 GRAHAM HILL RD
PIN : OS-117-23-14-0067
LEGAL DESC : GRAHAM H[LL PRESERVE
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
��k�`� I G � '� �.( � i' ��i``\� {�c�`�
APPLICANT
SEPTIC NEW 200.00
GROTH SEWER&WATER STATE SURCHARGE SEPTIC 0.50
775 TOWER DRIVE TOTAL 200.50
HAMEL, MN 55340-
(763)478-6712
Minnesota State License#: 058606-PM
OWNER
WEBER, AARON
3225 GRAHAM HILL RD
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
Thc work for which this permi[is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Codc. This perniit is ior only the work described and does
not grant permission for additional or related work which requires separatc
pennits. 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 wi[hin 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any timc alter work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
�J �i'_'l��-�_ � � �_�f i i (,�_)� ,� ��-�-- � �,�L�j`� `t /� � �C��j
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
� City of Orono FOR CITY USE ONLY
• �¢ �� P.O. Box 66 (�IzJ���G� � 1 ��
� 2750 Kelley Parkway Date Received: Permit#
la �'��X�,;;�'. � Crystal Bay, MN 55323 cjC�
� � ���,y��,�oyo' ( (952)249-4600 Amount: $�_
�!r�Ko
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information: `
Site Address: ��:�Z� � �`, ,� L �� lV` � �- /�� �
Owner: �/�-rov� ��-� � -� v� Mailing Address: S�'�-� ��
City: �r � ., � Zip:
Home Phone: Alternate Phone:
Contractor/Applicant information:
Contractor/App.: ��c���;, ��r �:� ,. � ��%�-"�'�- Contact Person: �- Y ��
Address: �7 i� 6 ������ Y � � �� State License #: ��`�
�
City: ( e C- Zip: ��� d� � Expiration Date: � �° �3 �o
Phone: �.� 3 �l � � — �"� I z- Alternate Phone: 6 � 2� 2 S� � ��� `r�
TYPES 0F OCCUPANCY " ` `
��esidential ❑ Commercial ❑ Other
,.,�;; PERMIT TYPE AND FEES
�, � �.
New , r Replacement System $200.00 �a(:� � U�
�.
�
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total $ v� � c� , ��
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
1 / 2
** ATTENTION APPLICANT **
�' Fill in all a ro riate blanks and check all a ro riate boxes. �
I will be installing the following:
Tanks
-� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: /Z J�
Treatment System
Trenches s.f.
\( Mound � 3 Z 3 s.f. /c� �l 6 3 ' ���� l� B�> c� .
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to be borrowed from site (show location on site plan)
` ��'
V 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 an correct.
, / ���
Signature of Applican�' Date: Z � o
MPCA License No.: �3 �
/
Staff Review: [�Accept ❑ Denied
Reviewer: �-����Z.. � Date: — ( r�3'- � `�
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
2 � 2
� � ** ATTENTION APPLICANT **
;
Fili in all a ro riate blanks and check all a ro riate boxes.
I will be installing the following:
Tanks
�. Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
� Number of Tanks: �
Size of Tanks: /z ��
Treatment System
Trenches s.f.
�� Mound � 3 z � s.f. j c��l 6 3 ' rf?��� I� f�,� � .
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to be borrowed from site (show location on site plan)
i
. �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 an correct.
/
Signature of Applican�� ( 2"-� Date: Z� � G�
MPCA License No.: �� �
/
Staff Review: O�Accept ❑ Denied
Reviewer: ����� � Date: — l `��3'� U `�
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
2 � 2
�.�� �I S ���� ��� �� ���
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ORONO COPY ,�����p� �� �.����i�--l���"l� �.�c�°�se �f31��
�1-��1 ������-���e�- ����, �d�i�, ��aa������°, '.Vi� ��3�1
���3� ���-�77�� ��� (7(�3} ���-�2���
ORONO COPY
�:;:� is�:i I)c��c��,�h�r 3l. �('�O�s
;��i:c��� !�,e�er
' �,( _;. i.3lt>c!< I Grah<�r�l lliil E�ru�ei�ve
�)�:�i�r:�. i?ertn�nin E ���it�lv
t'{�i� o�1-site 5���-<��-�e "[�re��'n��ent SysteE�1 is desi�ned 'fic>r a T`�-pc l. f'rve-bed�i��io�1� iio?ne in accordarace «�itl� tl�e
rii��n,��c,,a �'c��iution C`o�,����c�l Ager�c�y C:hapter 7050 and local ordinances.
I�#ie s,�as�sr�allk� saturatec3 .�c,ils tti�ere (ocated at 18"-sU" (r�ioi�tled sc�il). Uue to seasonali�� ;atu;ated soils, a
}�r�•��urirec3 ��1«ui�ci �yste�i� u�il; Eieec: to be inst�alied to t�r��at septic tfi'luerft. 'I�'}�e b€�tter,� <�f tt�e trea!ri�ent
:?':'i'. lill.5l t7C: �f?C�311:(l� `clt �f;2t5fi .i' tii3l`?�%l-t11E; 3i11L11"c3ttlj SC)1�5.
i?t� ';t7l�fi Fi( � Cj�t?i}t i3( ]�.. ntivC �l E)Et'CCIt'cltiOli i'3tC £iYC;I"�l`.',tti`.; n ''�1��.
"_�� Ii�'1�.?ilj��3rli7�?, 1'�'t��5 cll':,' �OCc 1��:j Qi�iS1f',�i' ��1i37 ��)�)' dti�'C1� �T0311 �I'b�)US�(j tt'C�lt�ll�d]< i1T��c�.
:��� ? �� inc?1 �cr#�n�-��tions in t?�L i�ater��ls. ORONO COPY
, :��;;;-; iIEtCY FiilC� I.eF�Tai �le��;r� outs rle�d €t� bc irlstailec�.
�-. p�t�z���;ir�g charT�her ���ill rteeci it, �e in4t��iieci ti� lift tlle e:ff(tient t� tl�e treatfnent�area. `I�}le F�����et� st:ppl� �i��cl
`�l��itches ���u;t be 1<�cated E���tsic�e the zna.nl��le and{�uinping ct�arnber in a ���e��itherp��c�ol�enciosure. ,1
�G�ar-nir31�dcvic�. �nust t�c inst�iiE.d ��it}3 light and sou�id devices; this is irz case ofa ptir7�p tailiu-e. �F�he;
n�<:��iinld and ;u}�piti� lii�e�7�ust l��ave back cL-ainage to the pui��pin+�,chatnber. "I�tte distribuCion pi�res shal(
ii:��-e : �:?ean t�ut device co{�lzec�ec� t�� �r�ere en�t t��r rr�airiten�r�ce.
'�����3 ��1 9�����-�' �c�iyi�����a� tk��f�f���� i��•ca�c�s�� �i•������en� �re�� t�ef€�re, ����rE������d �ite� �t3���s�r-��cti����.
���� ��-..:� ua•��s�d k�o�9� �i�e� mus� b� f�i2cc*d «���v the cc���t�rf��t€�s- b�:#'ore arav cor�s��-i�ctiori b��ir�s. �'t�i�
������*€� is s��[ a���ir9 EAr�r� �€�� ��'�t�r� ��iil ne�zS ta ��e a•clt�e��ed if��zi�a:r� to �arc���st �hc �r�:-�s �ro�t�cec�
T°��ix �`�[3-�s[$� �i�'��'���C ���'���iT����@!� Q��41@'S.
i���tilis�,�� oti��.� ihan �rav �rater. (I���1id�y, sf�c��sers, e.tc.�) �-#t�n�ra w�i�r•ar�d (ai(et t_isstie sliould be dis�osed t���
'il"tli iP'C' Si:�?t?C ie�i1��5. �te�eC�i1�Tt', uiS(JOSil1S iIYC' 11t1� :C:Gl11Ti1Y1E',il(iE(�. �C�l:�1t1Vk;S t111lS�F1C)i �)z i15t.'.Cj: iIl(:V t?1c�� Ce3USC
}�t<�_�:��tu( dai�,a��e io yata��septic syster���. !t is reco�i�lin�nded tl�at you �Sump the ta��ks everv�vo ycars.
CITY �F t�RONO
SF,PTIC PERMj���'x.c,�c.��
s<<;��,��s. nvsrFc�roR ��.�
T�IS SYSTEM tS QES#GNED FOR ' �.$.��.=1,....�
-� PERMIT N4.��,r,,,
__.�'BE�DROOMS, ANY UVCREASE 1!Y NUMB£$ ��'PROYF.D AS SCBM(T?ED
'�".�r �F BEDROQ�I{S lNYAUDATES THIS DESlGN, t_.J n)T A PR VEU-CORK8C1's�Esi aW�it�
' Thcsc wmments arc fot your informatiuq. At!work ahd!bo donR
?;�����1 .}. ()15011 in full rnmpiianco with all applicable septic�wid zoniag cuJe.
Requiremcnts iacluding items na specilicWlly notoJ ia 19i�a�virl/.
KFCP THts Pl.��u saT oK StTE AT�u.Tla1G8
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,1,�'trom bMQa.
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�Mp�d C�UI�ilid��ItSOYr f�OC�C �.i�!{fDOX. �1i������ POD50%tap5pit �j ,^.U.Yo —_
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p��qet capsc�r-2a%o!Qslh�r�errs9s tiow at?,,,,}�9a�■ Ki gsl.f r�sarv� � •C�. I lin.ri.aaeded - �- ab�
j�a31i001M.R.ot_..'�.�PPh�P�M.�.n.nesdod a, � al i mantfomd.�.0�1J100 lin.ft Of,,;� P P�� ==�---�
� .,,�_,_„q Date:�a ?f1�. �'h. 763-498-8779
tata9 aP�e�Y��d�=qal.(plaa era tot P�P1 usa min.%9�t.uP• PROPERTY OF:���r•o u `f�`-�'�� O r1'a$ol �a
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Flo�i Nt d r 4. t�t�, ,�.-Tia;ea}'�'pay. - f''
Pua�a�we `'?tla�!MI�.�`�.PKt Ha�d Pt+waure�
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University of Minnesota Pressure Distribution System Design - 10125/04
All boxed rectanQ;es must be ente�ed,�he resf will be cafculaled. r
o.as,rn _�„
$CWA6G �..fj��
1. Select number oi perforated Iaterals: 03 TRCATMGNT _,_' �
PROGRAM
2. Seiect perforation spacing= ��ft
,�,
3. Since perforations should not be placed cioser that 1 foot to ; . , ��,__,;„ _
the edge of the rock layer(see diagram),subtract 2 feet from • , _, „
the rock fayer len th ----. �_ .____.___
63 -2ft= 61 ft . ' .. ^
4. Determine the number of spaces between perforations.
Divide the length(3}by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 61 ft/ 3 ft= 20
5. Setect perforation size 1/4 inch
S. Number of perforations is equal to one plus the number of perforation spaces(4).
'Check f,gure E-4 to assure the number of perforations psr lateral gusrantees
<10%discharge variation.
20 spaces+1 = 21 pertorations/laterat
E-4 Maximum Number of 114 inch perforatians E-5 Maximum Number of 3116 inch perforations
er laterai to uarantee<10°/a dischar e variation er latoral to uarantea<10"/a dischar e variation
Perforation � Perforation
Soacing Pipe Diameter Spacing Pipe Diameter
ft 1 inch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1 25 inch 1.5 inch 2.0 inch
2.5 8 14 18 28 2.5 12 19 25 39
3.0 8 13 17 26 3 11 18 24 37
3.3 i 12 16 25 3.3 10 17 23 36
4.Q 7 11 15 23 4 10 16 ?_1 33
5.0 6 10 14 22 5 9 15 20 31
', 7. A.Total number of perforations=perforations per lalerai(5j times number of laierals(1).
21 perfsl lat x 3 laterais= 63 pertorations
B.Ca;culate the square footage per perforation.
, Recommended value is 6-1�sqft/peri.Does not apply to at-grades.
1. Rock bed area=rock width(ft)x rock Isngth{ft)
' 10 ft x 63 ft= 630 ftZ
2. Square foot per perforation=Rock Bed Area/number of perfs(6) '
630.0 ft2 / 63 perfs = 10.0 ft�/perf
8. Determine required flow rate by muitipiying the tatal numbar
of perforations(6A)by flow per perforations see figure E-6)
63 perfs x 0.74 gpm/pesfs= 46.6 gpm
E-6 Perforation Dischar e in GPM
Head Perforations diameter
feet inches
3/16 7l32 1/4
1' 0.42 0.56 074
2° 0.59 0.80 1.04
5 0.94 1,26 1.65
a. Use 7 A foot for single-family homes.
b.Use 2A feel tor anyltwn else .
�/
9. Detertnine Minimum Pipe Size ,
A. Manifoid on End. If laterals are connected to header pipe
as shown in Figure E-1,to select minimum required laterai f�qa�ok 1 Mo�itokflacoroCa�ItnAnliys�om
diameter;enier figure E-4 or E-5 with perforaiion spacing and
number of perforations per lateral.Select minimum diameter
for perforated laterals= 2.0 inches
B. Center Manifoid. If perforated lateral system is attached to �w�rco4�M.,^��M�^���--� -
. ��mo c..ro�a m�sn»,,, ,
manifold pipe near the center,like Figure E-2,perforated lateral length(3)
and number of perforations per iateral(5)will be approximately '
one half of that in step A. Using these values,select -
minimum diameter for perforated lateral= 1.5 inches • Z�
�I herebj�certify that I have compfeted this work in accordance with all applicable ordinances,rules and laws.
��!.�•�'' ��� (signature) 810 (license#) 12/31/08 (date)
� ,.
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University of Minnesota Pump �election Procedure - 10125J04
Ali boxed rectangles must be eniered,the rest will be calculated.
�� • .
c3��„-�
1. Determine um ca aci}��; ��w"`'� " ``"��
p P � `J �NCATMlNT --•- -'
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
suppiy rate,but no faster than the rate at which effluent wi{I fiow
out of the distribution device.
B. Pressure Distribution-see pressure design w�rksheet ' ' ` ' ` '��
�s.E _�,i__ r�� �._i :.���
, ,i.,;�,�,� /.,_ _
Selected Pump Capacity: 47 gpm ;,, �l
,��� �
. �� Ji1.. "r.'.�- i�.f�
Ill.'r;.�,_...._........ . . � C'��'E; .. `.:::...
2. Determine Totai Dynamic Head(TDH} "oc:
A. Elevation difference between pump and point of tlischarge. ~'� ;
��feet �� �' �
B. Speciai head requirement?(See Figure-Specia!Head Requirements)
C�feet Speciai Head Requirements
Gravity Distribution Oft
C. Friction loss in supply pipe Pressure DistribuGon 5ft
1. Select pipe diameter Din
' 2. Enter Figure E-9 with gpm(1A or B}and pipe tliameter(C1)
' Read friction loss in ieet per 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe
Friciion loss= 3.99 ff/100 ft of pipe per 140 ft
nominal
3. Determine tofal pipe length from pump discharge to soil system discharge point. Flow Rate ipe diametes �
Estimate by adding 25 percent to pipe length for friction loss in fittings. m 1.5" 2.0" 3"
Pipe len th times 1.25=equivalent pipe length 20 2.47 6.73 0.11
27 ft x 1.25= 33.75 feet 25 :3.73 ".11 0 �6
30 5.23 1.55 0.23
� 4.Calculate total friction loss by multiplying friction loss(C2] 35 6.96 2.06 0 3
' by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39
� Friction Loss= 3.99 ft/100ft X 33.75 ft 1 100= 1.3 feet 45 11.07 3.28 0.48
5Q 13.46 3.99 Q53
! D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7
ihead requirements(B),and toial f�iction loss(C4). 60 5.6 0.82
; 9 ft + 5 ft + 2.0 ft 65 6.48 0.95
� 70 7.44 1.09
Total Head: 16.0 feet
I
3. Pump Selection
1.A pump must be selected to deliver at least 47 gpm(1A or B)
�vifh at least 16.0 feet of total head(2D).
I hereoy�ertify that 1 have completed this work in accordance with all applicable ordinances, rules and laws.
.
/�-.---J`��J' (signature) 810 (license#) 12/31l08 {Date}
I Page 1 of 1
� SEPTIC SYSTEM INVENTORY
Site Address: 3225 Graham Hill Rd PID 05-117-23-14-0067
Owner Name: Aaron Weber
Owner Address: 3225 Graham Hill Rd Long Lake MN 55356-
BuildinqTvpe: Residential Installer: Groth Sewer 8 Water
Date of Permit: 04/23/2009
Svstem Tvpe: Mound BR's Designed for 5
In Musa?: Shoreland?: N
SEPTIC TANKS:
Material: Precast Concrete Capacitv: 1250, 1250, 1250 Tank Filter:
DRAINFIELD:
Treatment Area: 1323 Soil Boring: Y DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: Well DF: Report In File: Depth:
INSPECTION RECORDS PUMPOUT RECORDS
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Date Notes Date GallonsOfLiquid
4/23/2009 Groth Sewer&Water installed a new mound system 4/23/2009 0
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_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
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INSPECTOR WILL RETURN
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Call forthe next inspection 24 hours in advance. �95Z� Z49-46�0
Owner/Contractor on site:
Inspector. 1 J 1�t L�
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