HomeMy WebLinkAbout2017-00531 (Septic) , , CITY OF ORONO * z 0 1 7 - 0 0 S � 1 *
2750 KELLEY PARKWAY DATE ISSUED: 06/OU2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 4730 AUGUSTA ST
PIN : 06-117-23-32-0010
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 9 BLOCK I
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
NOTE: (2)PRECAST CONCRETE TANKS
2250 COM[30- 1300 LIFT
MOUND
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
HAYES& SONS EXC. INC. TOTAL 400.00
Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE, MN 55303-
(763)479-1762
Minnesota State License#: sept-L640
OWNER
Gonyea Homes
1000 BOONE AVE N
#400
GOLDEN VALLEY,MN 55427-
AGREEMENT AND SWORN STATEMENT
"I'he work for which this permit is issued shall be performed according to
the approved plans and specitications,applicable Ciry approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission 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 specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time afrer 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.
.
� l—�" �e/ �� �/
A I'cant Permite gnature Date Issued By ' nature Date
�0� City of Orono FOR CI7Y USE ONLY
O P P.O.Box 66
2750 Kelley Parkway �/� Date Received:_ �� � �� f �
Z � Crystal Bay,MN 55323 �J'-1 � � Permit# ' ! ` ����;��
F �� Phone:(952)249-4600 ��
�4KtsNoaE Fax: (952)249-4616 Approved By:
AmounY$:
CITY OF ORONO -SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
.���Site/ CJ���r�r�for�,ati�on:
Site Address: � � ,
Owner: (�9 �r.y�� l-l-�►�,n-G Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Gc�V.�C#�`1� iy�lt in�;�t�� -:�.
Contractor/App: - -e 5 �v�.g Contact Person:`/��
Address: u 3 �`� 5�-S � State License#: �-� � v
City: �'1��� Zip: ���3 Expiration Date: Zo � 8"
Phone: � � 2 (��,� R'�� Alternate Phone: _?ti 3 -yZ -/7(0�
� - - ''�!�`�'ES fl�OCC�.iPANC'� "t����.. �` ��� ' -
Residential ❑ Commercial ❑ Other
:.�;
*�`ATTENTI�i APPUC�4NT*"` _ '
. , 'y ,, �,
� �-` - �- Fil� in al� a ' ra � riat� blanks ant� �hec�;alt a � rc� r�ate b�x�es . '`� ,` �
_,_ .
.. .�
T nks:
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks: ),�
Size of Tanks: _ � ZS� C��vU /.�dC) �� �
Type of Activity:
❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 1
�
New or Replacement System $400.00
Repair Existing System 100.00
(Tanks or Drainfield) /, �
(/�
Total
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 Mi�nesota and certifies that all statements made on this
application are complete, rrect.
Signature of Applicant Date: � � S �/ �
MPCA License No.: ���0 �U
Staff Review: �A pt Denied
�G� �
Review
er: � Date•
Reason for Denial:
Comments (to be printed on inspect9on card):
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 offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION "�`"`
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfleld trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspe�tion to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
,
� ` 1���,� �c� ��
THIS SYSTEM IS DEStGNED FbR
��— ����sP�1�r� I36o y�'�� .,�BEDROOMS. ANY 1NCREASE IN NUMBER
OF BEDROOMS iNVALIDATES TNlS DESIGN.
�� � ��
L� � ���
Joseph 41san D.B.A.
Rusty Olson's--Soil and Percolation Testing
Joseph J.Olson--1�IPCA License#81Q
11-�51 Ri��ervieH� Rd.tiE, Hano��er,;V1?`' ��341
(763) -l98-8779 Fa� (7b3)�t98-8290
Januar� ?3.?01?
Gom�ea Homes
-173U Au�usta Street
Orono. Hennepin County
This un-site Se«a�e Treatment S}stem is designed for a l���pe (,fi�e-bedruom I�ome in accordance�cith
the�4tinnesota Pollution Control.4gency Chapter 7080 and local ordinances.
The periodical{� saturated suils�rere located at I2-16 inches(mottled soil). Due to the periodicall�
saturated soils.a pressurized mound s�stem«•ith 6 inches of rock�vilt need to be ittstailed to treat the septic
etiluent.The bottom of the treatment area must be located at least 3'abo��e the saturated soits.This s��stem
is designed N ith 6 inehes of roek.
The soiis at a depth of 1?"haye a percolation rate averagim, 13.1 iv1Pi.
A 2�>0-aall�n septic tank is designed for this site. All tanl�s need to be insulated if there is less than t�+o
fert of cover c�►er the top uf the tanks.Clean vuts must tx installed on the end uf the laterals for
maintenance.
Usr 7 32 inch perforations on the laterals.
A Dan�in 1300�allon pumpin�chamber K ill need to be installed to lift the effluent to the treatment area.
I he po�+er suppl��and switches must be located outside the manhale and pumping chamber in a
��eatherprooi endosure.A�carning de�ice must be installed��•ith light and sound devices:this is in case of
a pump failure.A filo«�mzasurement de�ice must be installed.lncluding but not limited to a water meter,
e�-ent counter,runnin��time ctocks or elecrronicalh controlled dosin�.
Keen all heavv eauiament off of the proposed treatment areas before,durin¢and after construction.
The area around both sites must be fenced oft br the contractor before an��construction be¢ins.
W'ith proper installation and maintznanc�.this s}�stem should hace no problem in treatin�septic et�luent
et�zcti�el�.Nothins other than gra} ��ater,(laundn.showers,etc.►Human�sater and toilet tissuz should be
dispQsed uf into the septic tanks.Garbas;e disposals are not recommended.Additives must not be used they
ma� cause ham�ful dama��e to vour sep�ic s�stem. It is recommended that�ou pump the septic tanks ever��
t«o�ears.
�sinc rei�. CITY OF ORONO
--''��- i ' SEPTIC PE IT PL EVIEW
loseph J.Ol�n INSPECTOR
D.A�.TE .� � PERMIT NO. Z6�(7���/
36�.!' nh�kovr:n ns s�1i3�t[TTF:D
/[� APPROVf:D tiVITH CORRECTIONS AS NOTF,D
[] NOT APPROVED-CORRF.CT&RF.SI:BM(T
Thcse comments are for your infbrmatic�n. All work shall be done
in fidl compliance with ull upplicuble septic And zoning code.
kequircments including items nut spccil'ically noted in Ihis review.
KI:LP'CHIS PLAN SE"C Oh SITE AT ALL TfMGS
`''.,-,�� � o
e
/ �' r 1
/ � l �
// � � ,
! ! ~�y'� i�` �' '��
� � � � / �
1 i `� �. � � '` /
� )
��...-�- �� "`r [0'U['� � G�J . /i
t' �� � �.,_ �d4[�N ��\ ;�{4 ,/ 1
' i� .. - „ i� �`� � 1
� ��/ . � '� ` do '�`' ,� //� �
� , /� �T ' /", 1' _ ``. ' �
'r � " � i
/ ,, �� r i`�..,, e S4 �-_ � r ��
�
I , / '� \��
� ,. .�
�\` `` /` -�i�' ',_ w � � ` Y ' � -- _� � � �/
� i �` � �. � '-�_ '
I '
! �
._�` ' ��' ;�r �� �+r: ✓ � � A �� s
_` ._',t w�,. 1 � � Y + � I �
� . . // `':. l�\`\. •` 1 .�` tS 4� _ " /� e
. . �C-__
� '� ~ s` ', r- �,.
� � _ ,_' �`.y / _ ,t ,.\ �\'�, •�r��——� ' �� , �
� � x� �� '
. _ /j�j_ � .:. `\\ / // ' r
� } / �'.\ �� �M". \ ( /
�\ , yl-.. \ (/ . /
. \ + /� � �/��`� ! t i ! `
� ,' , __," T �„ � ``` � ,\ �/
_ � �` / �` `�'A ,��'
y� � �� ,,�}�
� . .S�'`� � Y � �. ; d
r ,,_ � � � v . �—' f
,
� � �2 :a_ . ;� ,
� y—' } � ,C�_— �s �� . � 1�,�
� . _;�-
f '�'_._ '. '�� �r1 � �"� �� ��,
� i ��
' ' I � �/t ♦ � \
„�./' 1 ��.�,l,� "�,,,, ' �"-� "�" �'\ �1 t° '
. _
A e� .
; . �{ �i' �,� �';,..�,, ``• ', ; ��
: � �� � �` � • �
�"
:
� ' y ' --�-------•--------------`--G=- `
��! 3 '* r .
�
� � �'+I pb � � � `\ 1 1 \
J �� - _ -�, � _ _�t-- � ��� < + `��
t '/_ � '�' _. ___ � �\ �, �-'\
t `
�// ' _ .,// i _ -_' \ � ��.� f f� �\
b � %( �� � I
� �� , i" �� '�
/ i / �:s � . , . � �
� } � �� . `� � ' r �
� , � °' �� _ ♦ , r; � \
� � � . � � ;f • ' /
� � � r ���� } ' �`f'Y ' J
i i 4' /
� 1 / �� o b . I �� ���--'-� % .
�;, i : 1 , ;�'. � • '�. � ,' ,,' ,f ` ,
�. �, f . �� `�-- �, - ; �: �, i f
, ' � . ,, , . . �,
� �'. !-__- ` __ ; "-� �__ i�i ' ,,�/ j �
' _t.` .'____'_ ' _'_ _ _�'e � jf /� i
� � %
� a �(' �� d�� � /
i . �� 1 :. -�� ,f/ r d, �"' �\
\ � �! �i'
1 � : / i � �
. � � ; � �w\ �x , � ,i � �i� / \
�_L `, � , \� . ��'''' �� .
�"����"�.�.L^ � .�`��,._,��—�'- i i't'!' f / \
��� �_ �'AfR�7/r°'�-i� � �� / \
`� ""`+�� � „� �
�. � r� '— AS,�'t ,' � �
'��\ ! `� �i� �.a.�.a.oeM,' p�LT�U� f� / '� �
� � �
_ ��i L, �. �� � /
�
��,
� ... _.__.___..__..________.__ � — ...''""""
��� ��.r"n�.��+.�y w�n. �"� � Y 1 `►~ • .
• l/�'Nf,� � �Isr.tY y /...!'_�.._.__.b ' _---�___"Y_�_ Sto�1�'
...,_.......�..,_-_-.. -- .�,,
�,��� �
_ �.,.._...,, .�
. o� ��- ...
. �,_.... ,..�.r �._.._�_.:.__ ..�.�_�..GR,.�,��.'``+� '
• ,
Z�4t�. ....�,�:..7�,,.!!!�'-i�.--,,..,......�....... ,,�4,�' .._......_.,..
♦.�.>�.�>..YX.'M�Sa=JAh.'na'9�4�.s�'Wl�_.��a .
'`„___ •--,,.,,, ,•.,,,�_ �'�R` 1'�U. .
�
''" .u�.�
�.�tl�r
.�.d�`.�1h...,,.. ��"�.��j"' u.�c f�'''�• �.�.-.-..».��"�•.. ''�..w......fa4_
�._,. --- .....0_ ...,.....,�.. .,, „<..-,_�� ...........� _
�.�:TM�.�...�.,�..... . ,,.,,,.L;,,,�-........�..�M�'`��`���a ..
- . ... ,�.._...�.:...--�..._ �53.7` a.�ou+fi►H'1+1► !'+!� 38' _,..�......,.- --.......��.._.
�e�Ac �'de�lt � ,.�. . • . -•• _
� , �pe�tcr ar�aww sr t�,� =o
aa� x a�a �,+� s�c�.,�� .�.� o� .
c.a�-� t 3uu .
� 6�ts l..q�.s i �y�q �y �/ .f�i
� �._..... ,,.�...�..-... �.�,_ � �9 O r . • ��i..i?�+��GE.�YA����14?
MUUN�7 SYS�i F�,�i f7LS1(i!� • �.���� ��,� �
- //�� fiH.�EL.__`��?�s"
E'YDt= ' • a. E��droa►n,fivetdE;r p��rculalion�a[e 13 � t y�f y
._.�.. .. � ��`��p���� ����1.��
,__.
/ ��•��7�f ���r�„, e'F
t��
J�'��_ gal/r1�sy 'o;r� sq-ft ot treafinerii a�ea /30 (/7.tJ Ft_ width = 3 ft. len�;th uf bed area �� '�';��i[��'p���t1a= ��,....��;.1
G_._
�U �t�lllpl� .�@�'1..<•_�.�`3 g
S�de slopP rua_`t. .ta 1 x?,,.n f7ei�hc : �s'fi.x�`�a ii..t:�wrr arE�a. ����
��i�'il,,;,,,,,,!�1�,�..,���l�
Clear� r«r.k nec•ded glus 7(N��d, _tu.ycls.c:a:�rsr,�wa�hed san�t d���cu.Yds. .�veta�c�sand depth a.v5' "r�(q�Q��f+aa�t��1�C
,._._ `� �
Sandy loarri?�✓-.cu.yc�., fa�sc�il 6" _1 y_ ��- ��t�0ai 1N�#
. ycis.phas 5�,t t 1 ._cu.Ycis. , �'�i�Y�
Mui�rnf ta�ks_'•.__, 1"taak d?���gals..2"�tank_. x__R�-,��P cfiamber �pacity�3,X� gals.
__ F�47�R7Y�A�:,<i,.�.� ::..�_..'�.:�a:�..._..�_.
I�?..f�a�.��.QU Imeai feet��f .�_'"d�_ SuPi�Y P�,linea!teet nc�ederl s ic' �_�:; ; ;' � ?o ,v+,v �� -
_.. . �"_ , _
..�.'��..»��•..,...-.`�,.o.....,-`::?1�G.'�.«.....,........._,_.._.._...._.,
Disiributian P►P�'. - "dia. � '�r .i?.:'...a�:.�.t���'�-�''.,.-�.J.I�'kt '�.ti�...�...,......_......,..h
-•-.-_ .��v_. li�eai fr_nt,_r3�•,dia.p�r fc►ratiorts..- t._."aNart --_......_. , _.....�____ ....�.�__.�._.w__
. , �bat set at .;��__ga{s.,__{� times�r�r day Punep r,urv�_;;:r- /min. .�W_fe�#he�ut pressure. ,,
, i7�tet.:���.� Ph. 7b3-�9$-8779
.,. .. ..._ ., ... _. _ _ . ._ K......r...._
�°��p°��� Mound Desi�n
www.SepdCResource.Can (vers 152)
Property Owner. Gonya HomeS Date: 3/31/2017
Site Address: 4730 Augusta Street PID: 0611723320010
Comments:
instructions: C� =enter data � =adjust if desired - � = camputer catculated-DO NOT tHANGE!
�� �bedroom Type � Residential System
�; 750 GPD design ftow
�; Yes Garbage disposal or pumped to septic 50;5 targer tank with multipte comp/tanks
, 2250 Gat Septic tank(code minimum) 2250 Gat Septic tank(design size/ LUG req'd)
Tank options: none
:s 1.2 GPD/f[2 mound sa�d loading rate contour toading rate of 12 req's a min 63 ft. long rockbed
r 9.9 ft rockbed width b3.0 ft rotkbed tength
;i 3.0 ft taterat spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed manifotd connection
g� ��laterais 6i.0 feet long 21.0 perfs 1 tateral 63 perfs total
(1/2 a perf inear�s the first perf starts at the middte feed manifotd)
a� 7/32 i�ch perfs at �feet residual head gives 0.56 gpm ftow rate per perforation
for this perf size�spacing, f�pipe size on tine 12, max pe�fs/tateral= �> line#8 must be less--> �+�.
n„ 4.0 doses per day (4 minimum)
�i r 188 gallons per dose (treatment votume)
2.00 Sx
�=r 2.00 inch diameter laterals must be used to meet 4x pipe votume"requirernent
2.00 3x
i�, �feet of 2.0 inch supply line teads to�galtons af drainback volume
{Tip:"top feed"manifotd to controt the drainback)
i.�� 194 gaitons TOTAI pump out volume(treaunent+drainback)
u� 9 feet vertical tift from pump to mound taterats, teads to a:
��r 36 GPM C� 16 feet of head, Pump requirement (note: >50gpm may require an e�ctra 3-6'of head)
i�, 750 gal Dose'tank(code minimum) 1300 gat Dose tank(design size / LUG reqd} at 25.49 gpi
teads to a
ixr 7.6 inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump rate with drawdown
(this detivers Average flow, =7Q�of Peak design flow►e9 hrs OFF test and adjust as necessary)
iy� 12 inches from bottom of tank to"Pump OFF"float
:o� 20 inches from bottom of tank to"Pump ON"float,or 12 incties to'Timer ON"float if time dosed
��� 23 inches from bottom of tank to"Hi Leve!"float,or 33 inches to"Hi Level"ftoat if time dosed
==► 714 gailons reserve capacity (after High level Atarm is activated)
?�� 0.45 gpd/ft� Absorptian area Soil L.oading Rate. which gives a mound ratio of 2.7 (minimum)
(this must match[he soit boring tog) detired mound ratio 2.7
.�+s �percent site stope (0-ZO%ra�ge) �5 (�downstope site stope, if differeni than upslope)
2>i t4 inches. or '!.2 ft.to Redox or other limiting condition (need at least t2"to be a Type i)
Treatment zone contains�inches of 0%soit credit, and�inches of 50%soil credit. Giving a:
^h� 22 inch,or 1.8 ft. Sand Lfft Mound CRIT'ICAL FOR FUTURE CERTIFKATIONS!►.!
��� 26.8 ft.Totat ABSORPTlON width (with sand beyond rockbed as follows:}
'x> 0.0 ft. upstope and sidestope
16.9 ft. 0ownstope
Individual stope ratios give BERM widths(topsoit beyond rockbed)of:
,a� 4:1 upslope ratio 13 ft. upstope berm
�cn 3:1 sideslope 13 ft. sideslope berms
�i, 4:1 dc�wnstope 22 ft. downstope berm
��� Overall Dimensions: 9.9 ft_ wide by b3.0 ft. tong Rock bed
45 ft. wide by 89 ft. long Mound footprint
4" inspection pi�e
18" cover on top
U siope berm 13 Downslo berm 22
_�,,_._ _ ....�...�., .�_,_.... ...__.._,..- 12"cover on sides
. �..�.�' .�,.�_ . .�..��..__.� .._ (5"loampcap&6'topsoip
1.8 Cl�an s� ,:1 iiff ^���
�,.
1.2
Absor tion Width z6.$ _ _. .
Note•
For 0 to 1�� s[opes, A6sorption W�dCh is measured from the Bedequatty in both directions.
For slopes >1�, Absorption Wfdth i3 measured downhill from the upslope ed�e of the Bec�
�3� Rock Bed:
9.9 ft. by 63.0 ft. by ��inches under pipe.ptus 20�gives 21 yd'or'1.4= 29 ton
,�� Mound Sand: f note:votume is based on 3:1/4:t slope from top of rockbed, Exchange sand for toamy cap if desired)
40.1 up + 83.1 downstope � 12.2 ends+ 4g.2 under�ock= 220 Yd'or•1.4= �tp�
plus 20%
;�i l.oamy Cap:
41 ft. by 85 fi. 6"deep, ptus 20'�gives 7g Yd'or'1.4- 109 ton
3e� Tflpsoil:
45 ft. by 89 ft. 6"deep, ptus 20%gives 8g yd'or`1,4= 125 ton
I hereby rtify that!have completed this work in accordance with all appticable ordinances, rutes and laws.
Rusq olson's Soil&Perc 610 3/31/2017
igner Signature Company License# Date
tnstat[er Summary
2250 gallon Septic tank(minimum) Tank options: none
�vA►atger wnK wun rnuu�p►r cornpi ian�s
1300 gatlon Dose tank{minimum) at 25.49 gpi
36 GPM @ 16 ft. of head, Purr�p required
7.6 inch swing on Demand float which translates to roughty 4.8 inches of float tether length
if tirr�dosi�is required --> 5.4 minutes ON time& Uhours OFF time
20 inches from bc�ttom of tank to"pump ON"ftoat,or 12 inches ta"timer ON"float
23 inches from bottom of tank to"Hi Levet Alarm"or 33 irtiches to'Hi level alarm"if tirt�e dosed
38 ft. ot 2.0 inch supply line with end feed manifotd connection
(Tip:"top feed"manifold to conirol drainbackj
22 inch,or 1.8 ft. Sand Lift Mound
9.9 ft.wide by 63.0 ft. tong Rock bed
3 taterals 2.00 inch diameter G1.0 ft. tong 3.0 ft. laterat spdciru3
7/32 iach perfs 3.0 ft. perforation spacing
No Efftuent fitter fr alarm
3 clean out f�vaive box assemblies
26.8 ft.Total sand ABSORPTlON width (minimum)
0.0 ft. upstope and sideslope (sand 6eyond rockbed, minimum�
i 6.9 ft. Downstope , __ -
Specific stope ratios give BERM widths(topsoit beyond rockbed)of:
4:1 upslope ratio t 3 ft. upslope berm
3:1 sideslope 13 ft.sidestope berms
4:1 downstope 22 ft. downslope berm
4" inspection pipe
18"cover on top
U si berm �3 pownsl berm 22
�/`� ._._�._._. __.....m,,� ___�__...�._�r.a. 12"cover on sides
_._..._ ,., � _..,._,.....__._�__...._..: _ ..�.. (o"loe�aycap6c6'topsoil�
1.$ �l�r1ll S�3t;:1 l�ft
1.2
Absor tion Width t6.s _ _ _
Note:
For 0 to 1�slopes, Absarptivn ys�id�h is me�sured from the Bea'equalty in both directions.
For stopes >1�;, Absorption Width is meawred downhill from the upslope edge of the Berf
Rock Bed: 21.0 Yd3 or'7.4= 29 ton 6 inches under pipe
Mound Sand: 220 yd3 or't.4= 3pq ton catculatia►based on 3:1/4:1 stope from top of rockbe�
Loamy Cap: 78 Yd3 or`1.4= 109 ton 6"deep
Topsoil: 89 Yd3�'1.'�� 125 ton 6"deeP
tNSPECTOR CHECKLIST - mound
4/3U Auqusta Streei
� V4'ELL se�backs: 20'to preswre tested sewer line (5 psi for 15 min)
50'to everything 100'to dispersat area with sha[tow rwell
PROPERTI't_ItiES srttr�k: 10'to everything
Roa.i secl+ack: platted: 10'prop tine. Metes&bounds:out of road easement, or outer ditch.
LAiCE�BI.I�FF ,�iback: 20'fa-Wuff. Lakes:GD_, RO,, NE_.. Protected wetland_
Buiiding srtbacks: 10'for everything, ZO'for dispersat area.
v1'ATFR LI�E un�r Prc-�sure�t0'to bed.tank&sevrer line. (etse sewer tine> 12"below)
� Sewer tine�batfte connection (no 90's, 3'between 45's, stope min 1"in 8', max 2"in 8')
(no depth req's, dean out every 100', Sch 4Q pipe)
� Septic tank and risers (water tight, insulated, proper depth,existing verifietl by pumping}
mfg 2250 gallons �one
Riser over outlet, rise�over inEet or center, and 6"+inspecrion pipe over any remaining bafftes.
No effluent fitter&atarm
Dose tank risers and piping (water tight, insutated, proper depth,drainback)
mf� 1300 gallons
� dose pump 36 gpm 16 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF
� ftoat setting drop 7.6 inches at 25.5 gpi "DESlGNED" 4.8 inches approx float tether length
194.0 gal dose divided by gpi "INSTALLED"= inches ftoat drop�field corrected
LABEL pump requirements and drawdown on�ser or panel
Cam lock reachabte from grade-3U'max. J-hook weep hole. Suppty tine access Ino hard 9Q'sy
2.0 inch wppty pipe: Sch40, stoped 1/8'+, supported by 4"sch40 steeve or compacted, and buried 6"*,
spt�e box /control panet /etectrical connections
ftow measurement: CT, ETM, time dosed, home water meter
maund absorption area rough up
mound rock dimensions 9.9 X 63.0
Sand lift depth 22 inches. (Jar test: 2"sand teaves< 118"silt after 30 min)
� Absorption Sand beyond rock 0.0 upslope 16.9 downslope
� Sermed topsoil beyond rockbed 13 upslope 13 sideslope 22 downstope
caver depth of 12-t8"+ VERIFY
3 laterals (1-2'from edge of rock}
2.00 inch pipe size �Sch40 pipe 8 fittings►
3.0 ft lateral spacing
8 �t32 inch perforations
3.0 ft perforation spacing
Air inlet ai end of laterats, and at top feed manifold if necessary. VERIFY
ctean outs {no hard 90's)
4"inspection pipe to bottom of rock,anchored VERIFY
Abandon existing system-if necrssary �Re•use existing tank certification
monitoring ptan and type
wett abandonment form - if necessary
1 � i�r`�IS��L�:YXd.I�'•, •�J�
Systern Elevat�ons �
benchmark y'"���'{^�+�'"�'"�Y�r� �1 r
______.____.._.____'�..__ � - - - - gN��T
Mound 1
(Grade elevations are existing. �f a loamy cap
different final grade is desired it shouid iaterai
be shown and described here.j
bottorn rock
grade (at u�nlo�to�k tmc!j
SH�''4�T (.,t up.lu�,e�oi k bNJI
1 � l l
� "'! A .J J J ✓ +, 'U '.J
�� r � I � I
� r
r 1' 1
Sewer pipe
exiting house Septic Tank Septic Tank (�r aiai��H,�hier Pump Tank
Grade �rade Grade Grade
Pipe iniet infet inlet
Tank bottom Tank bottom Tank battom
Loas of Soif Borings
License#810
Location or Project: Lot 9. 81k 1
Bonngs made by: Rvsty 01son's Soil and Perc tes#ing 6H/241d
Ctassification System: AASHO ; USDS•USDS-SCS X ; Unified ; Other
Auger used(check two): Hand_X�,or Power�, Flight, Backet or Probe_X`
Boring Number_1_Surface elevation_995.8 Mattled Soii at 1.2 feet
0"-8"Dark brown loam 10yr3/2 H20 present at X_
8"-14" Brown loam 1 oyr4t4
14"-20" Rusty hrown loam 1Qyr5i4
Boring Number_2,_Surface elevation_995.5 Mottied SoiE at 1 A feet
0"-12"Daiic browr� loam 10yr3/2 H20 present at,X
92"-14"Rusty brown loam 1Qyr4/3
14"-18" Rusty brotivn foam 40yr513
Baring Number�3�Surface eievation_999.4 Mottied Soii at 1.3 feet
0"-6"Dark brown loam 1ayr3/2 H20 preseni at�X,,_
6"-16" Brown loam 10yr414
16"-24"Rusty brown clay ioam 1Qyr5/4
Boring Numbe� 4,Surface efevation,999.3 Mattled Saii at_1.3,feet
0"-6"Dark brown toam 10yr3t2 H20 present ai_X_
6"-16"Brown loam 10yr4/4
16"-22°Rusty brown Ioam 10y�5/4
Boring Number 5`Surtace elevation_995.1 Mo#tteti Soit at 1.3 feet
0"-12"Dark brown loam 10yr3I2 H20 present at TX_
12"-16"Brown loam 10yr4/3
1fi"-24" Ri�sty bcown loam 10yr5/3
Boring IVumbe�6_Surtace elevation_989.3 Mottled Soil at 1.3 feet
0"-6" Dark brown toam 10yr3?2 H20 present a1_,X�
6"-16"8rown loam 1Qyr4/4
16"-24"Rusty brown clay toam 10y�514
Percolation Test Data Sheet
LiC.#810
Percoiating test readings made by: Rusty 41son's Perc. starting at 1:29 P.M. On 7102f14
Location: La#8. 8!k t
Moie number: 3
Daie hole was prepared 7l01194
Depth of hole bottom_,12"�inches, Diameter of hole_6"_inches.
Soi(data from test hale:
Depih, inches Soii te�ure
0-12" Dark broarn loam 10yr3i2
�tethod of scratchi�g side wall: Knife
Depth af gravel in bottom of hole 2 inches
Date of initial water filling 7I01/14 depth at initial water filling 12 inChes
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Autamatic Siphon
Maximum water depth above hole bottom dunng tests 6 fnches
Time Time Depth Drop in H20 Perc Rate
1:41 1:56 6" 2.7 5.5
1:59 2:14 6" 2.6 5.8
2:19 2:34 6" 2:5 6.0
AVERAGE PERC. RATE 5.8 MPI
Percolation Tesf Data Sheet
Lic.#8i0
Percoiating test readings made by: Rusty Oison's Perc. starting at 11:201 A.M. On 7/06/14
Location: Lot 9. Bik t
iiole number. 2
Date hale was prepared 7/05/14
Depth of hole bottom_72"_,inches, Diameter of ho{e,_6"r inches.
Soii daia from test hafe:
Depth, inches Soii texture
0-8" Dark brown loam 1 Qyr3/2
8"-12" Brown loam 10yr4l4
, Method of scratching side waN: Knife
Depth of gravel in bottom of ho4e 2 inches:
Date a#inifiai vrater fiiling 7f05/14 depth of initial water fiiling 12 inches
above hole bottom.
Method used to maintain at least 12 inches oi water depth in hole for at least 4 hours Automatic Siphon
Maximum water depih above hole bottom ducing tests 8 inches
Time Time Depth Drop ir�H20 Perc Rate
11_32 11:47 8" 1 A 15.0
11:52 12:07 6" 1.Q 15.d
12:i0 12:25 6" 1.Q 15.0
AVERAGE PERG. RATE 15.0 MPi
�
Percolation Test Data Sheet
l�ic.#81 a
Percolating test readings made by: Rusty Olsan's Perc. starting at 11:201 A.M. On 7/06/14
�.ocatien: �ot 9. Blk i
Hole number: 3
�ate hole was prepared 7/05l14
Depth of hote 6ottom_12"_irches, Diameter af holE_6"_inches.
Soii data irom test hoie:
Depth, inches Soii texture
0-6" Dark brown laam 10yr312
6"-12" Brown toam 10yr4i4
Methad of scra#ching side walL Knife
iJepth of gravel in bottom of hale 2 inches:
C3ate of initial water f+iling 7/OSl14 depth of initial water fifling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in l�ole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom dunng tests 6 inches
Time Time Depth Drop in H2U Perc Rate
11:33 1i:48 6" 1_1 13.6
11�51 i2:06 6" i_0 1S_0
12:11 12;26 fi" 1_0 15.0
AVERAGE PERC. RA E 14.5 MPt
C4� _ DATE TIME
CITY OF ORONO CALLED IN �+ �r
INSPECTION a TI C SCHEDULED / 7�,3 Pt' ,
PERMIT NO S I ��' COMPLETED
ADDRESS 7 ,a,/vi �' -�
OWNER EPHO E NO. "� '551_5'96
CONTRACTOR °f/ i I if/ et
• DESCRIPTION / )e al
W ❑ FOOTING 0 DE -FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL
❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
cci, COMMENTS:
ct
a
% ,e1 tY/4-)q i/ '--- 0
It
L.
liciw k of / .e.zr.y c ,f/ e
z
W
z
W
k
CI
W 0 WORK SATISFACTORY:PROCEED ROJECT COMPLETE
IQ
W 0 CORRECT WORK&PROCEED 0 I E CERTIFICATE OF OCCUPANCY
CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
u BEFORE COVERING PERMANENT
0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
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. (952) 249-4600
Owner/Contra- . on site:
Inspector f 2 fs �-
White Copy/Inspector's File Canary Copy/Site Notice
1.,
City of Orono Septic Asbuilt FormNIG . `� py:,
L
`4kESHO
Address: 4730 Augusta Street Building Use: Residence
Installer: Hayes&Sons Excavating License# L640 Date: 5/30/2017
Septic Tanks: 1-2250 Pump Tank: 1-1300 Bedrooms# 5
System Type: n I n ii n III n Mound E Trenches n Pressure Bed IT Other
Draw detailed diagram with measurements indicating distances to tank Risers. Use two(2) points from a
permanent structure. Show locations of drop Boxes and length of trenches
A B
Li"044" 1 7 t () /
u�'r
2 /SL) /6S-
K � 3 /`61 l70
I/2 4 /b60 18 /
-/ 8
3 A 9
D66-K--
10
11
12
v0
Vj
_/- --------------- S --1"1-- N
0 rik -'k-e"'''''
2- la --___ S_____1_ _______j
3a
i
old RECEIVED
(9``'4 � JAN J t,) 'Mid
vii A%Av
Pko .6e--- CITY OF ORONO
SEPTIC SYSTEM INVENTORY
Site Address: 4730 Augusta St PID 06-117-23-32-0010
Owner Name: 2486
Owner Address 1000 Boone Ave N #400 Golden Valley MN 55427-
BuildingTvpe: Residence Installer: Hayes &Sons
Date of Permit: 4/10/17
System Type: Type I Mound BR's Designed for 5
In Musa?: No Shoreland?: No
SEPTIC TANKS:
Material: Precaste Concrete Capacity: 2250, 1300 Tank Filter:
DRAINFIELD:
Treatment Area: 630 Soil Boring: DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks Well DF: Report In File: Depth:
INSPECTION RECORDS PUMPOUT RECORDS
Date Notes Date GallonsOfLiquid
1/9/2018 New system Finaled Hayes and Sons 1/9/2018 0