HomeMy WebLinkAbout2001-P03940 (new septic) . � PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number. Po394o
Crystal Bay, Minnesota 55323 Permit Type: sepc�c
(952) 249-4600 Date Issued: 6iiai2ooi
SITE ADDRESS: 2140 Carriage Ln
Long Lake,MN 55356
PID: 10-117-23-24-0035
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes& Sons Exc. Inc. OWNER: Scott Winton
263 82nd Street S.E. 2140 Carriage Lane
Montrose,MN 55303 Long Lake,MN 55356
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.
.—�� � �
��'1���t i' � . ��.
�APPLI ANT PERM EE�`�1RE ISSUED BY SIGNATU
Copies: City,Applicant,Assessor,Finance Page 1
M �
CITY OF ORONO SEPT'IC SYSTEi�I PERi'��ITT APPLIC�iTION
Bos 66 (2750 Kelley Park�vay)
Crystal Bay, I1-Zn 5�323
JOB SITE ADDRESS � I `i � �� -�� � ���5 � �N "
Occupancy Type: Residential � Commercial Other
Permit Type: Ne�v or Replacement System 5100.00 /Op `�
Repair Esisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
O�vner's Name: ��t� �.c�i,+�fio.� �i3���-�- t3�:►�P��,1 Phone 1\'umber:
1Vlailing Address: � City: Zip:
Contractor's Name: ��; � 5�,,.s ��� . �.k�, . Phone Number: J(,3•-Y7f- /76Z�(v�x�6�S�g33z
NlailingAddress: Z�s 5�'2� s�+_ S � . _City:/yt��s;, Zip: s�3G�3
*** D O NOT l•IAII.,PAYNIE�'T`ti'ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
OfFices; ho�vever, 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.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
A�ency(1�IPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desijn. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet sijned by the City Inspector.
4. The follo�vin� inspections �vill be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, an�l general contractor.
B. Tank installation prior to coverin�. �
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after
rou�h up but prior to sand placement(sand will be jar tested for silt content), and ajain
during pressure distribution pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required} components are functional and comply with codes.
5. Individual holdin��fPCAlnstallers License shall be present durin�all inspections. A 24-hour
notice is required for all inspections.
a .
I�'OTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
b oxes.
_ `� 1. I have received a copy of the system desi�n includinj the City of Orono Septic
System Approval Cover Sheet.
�_ 2. I�vill be installin�the following: Yw�
�
A. Tanks: �recast Concrete Other Manufacturer�cli sf
Tank Capacities: 1) c'�� gal. 2) I 3dc� gal 3) --- gal
B. Pump Station (if required)
Pump make& model (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make& model . Outside
electrical work to be completed by in�taller electrician other.
C. Treatment System:
✓ Trenches: �Zs s.f.,, Mound
Depth of rock below pipe,q•���lcss" Rock bed dimensions ' x '
� Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
1�Ianifold Pipe Diam. "
D. Final Cover/Topsoil to be: ti bonowed from site
(show location on site plan)
trucked in
The undersijned hereby applies to the City of Orono for issuance ofa septic system installation permit,
a�rees to do all �vork in strict accordance with ordinance� of the City and the rejulations of the State
of l�linnesota,and certifies that all statement made on this application are complete,true and correct.
SignatureofApplicant 5 Date: � `� j �{`'� (
MPCA License No. � � �
------------------------------------------------------------------------------------------------------------------------
Staff Revie�ti•: Approval � Denial
Reviewer: �� Date• b—�y ` b �
Reason for Denial:
67/19/2011 21:33 7634975011 SPTESTINGINC PAGE 09169
���P TESTIIVG� �NC. Steven B. Schirmers • MPCA Cert.No. 627 '
951 Katydid Lane NE � St. Michael, MN 55376 • (763) 497�3566
FAX (763) 497�5011
State License#394
July 19, 2011
Scott Winton
2140 Carriage Lane
Orono, Henn. Co., MN
A Compliance inspection was completed for the existing on-site sewage treatment
system located on this property, The system consists of 2-1000 gallon septic tanks �
395 lin.ft. of 10" dia�meter gravelless pipe (equal to 1185 sq,ft.) built in 2011. At this
time the 1st 2 trenches are being used. Soil boring #1 found mottled soil (redox
"Features) at 5.5' belaw the surFace, elevation 91.4 8�the bottom of fhe t�encl�es at
elev.95.7 leaving a 4.3' separation from th� bottom of the trench & redox feafiures. Soil
boring #2 foun� no mottled soil to a depth of 5.6', elev.68.4 &the bottom of fihe lowest
trench afi elev. 92.1 leaving a 3+7' separation from fihe bottom of the trench & redox
features. This 5ystem meets the required 3' separation from fihe bottom of the trenches
& redox features 8� is classified as in Compliance with Minn�sota Chapter 7080 rules.
The tanks were pump�d & certified by Elm�r J. Peterson Co.
Nothing nther than�gray water (laundry, shawers, etc.) human waste & toilet#issue
should be disposed of in#o the septic tanks. Garbage disposals are not recommended,
due fiv adding more solids & fine solids passing through to the system. Recommend to
divert iron filters out of the system, recommend to divert the water softner also if
diverting #he iron filter. Excessive amounts of soaps, antibacterial soaps, cleaning
agents, showe�cleaners used every shower 8� chlorine agents may kill the bacfieria
needed #o treat septic effluent. Addifiives are not recommended. Recommend to pump
& clean your tanks through the manhole by a certified pumper every 2 years. Check
with your pumper to set up a schedule.
This Certifi�ate of Compliance is no guarante� #ha##his system will continue to function
indefinitely,
_ �� `�
� ���--�_.
Steven B. Schirmers
1
07/19/2011 21: 33 7634975611 SPTESTINGINC PAGE 08/09
� � ' ' i
`�„_,�__
/ '`� 'r- \ ' /
�'c/ a� � �
� , --- �. �
, c� �,
� J`, , .. '. �,
, r_T U ��
. �
_— 1_� _ __rl% 6q \; .
" �.tl
�� �_
.\ � .
o �
C ,�-
\
u -
�1 - �► �
��" >f > ��
� J' J.o�$�G
N+ :^ �
.q�
a3 T
. �' �.
� A�, Si �i +
9�.
��1 �, . �
. � , , h+v
� ' i� �dS
� .
� v �
d � �u � �
R � \ � r � �
� � � O �.1�
� � � o
� s �
� s .�
. �J r�� �---�-��' � ;, ' 9`' -_�
!�
u
_D �� C� 1 ,y..�
. � � � � � � �`\�
� � � �
a�-- � ° � �' � � � �
� � z �
, � „ � �. '9 �
� !' �
A " �,3 a
� , �� � .�g�
� , � �'
, r -� "
, �. � �,
� Q - o jH
v�
� _ 4
�
� �
� i .
S �
? '�o' � �0
n � � � � � � .
� �„� �. ,o �"' � 1 ('�
.� � � �� �.
� � � � n �� �' -� r ��
�� y 0 � � M •�� p. � r °' . .
►� � ' � � � � s � °
� � o � �, �.
� � � �, � � � �I
� ~ �' o b� � � �
� �� . a � � � �, � °rf �
� � � �� a � � `'
� � � cr� � •
� , �, � � �, o o G, � .
o, f'" p'�
� H p � �
fT Ci £
r• �
� a �o �
07/19/2011 21:33 7634975011 SPTESTINGINC PAGE 07/09
S'••� ���r�,NG� ��C. 5teven B. Schirmers • MPCA Cerfi.No, 627
951 Kafiydid Lane NE • St. Michael, MN 55376 • (763) 487,3566
FAX • (763) 49?-5011
5tate License#394
1.�G�0!F��l._E3�._B,L�G_S
Scott Winton
2140 Carriage Lane
Orono, Henn. Co., MN
Borings complefied on 7-11-11, with a hancJ bucket auger.
�O��IG�UM.B_EB,_1=Elev.96,9 - MOTTL�D SOIL. AT 66" - na standing water present in boring.
0 - 10" Topsoil dark brown sandy Ieam 10YR 3/3
10" - 28" Brown sandy loam 10YR 4/3
28" , 34" Brown loamy medium sand 10YR 5/3
34" - 44" Brown medium sand 10YR 5/3
44" - 60" Light brown medium sand '10YR 6/4 - faint rnottles 10YR 6/8
60" - 66" Gray brown coarse sand 10Y�2 5/2 - fain# rnottles 10YR 6/8
6g" - 78" Gray brown loamy gravel 10YR 5/2 �
distinct mottles 10YR 7/1, 10YR 6/8
BOR�G NUIV�.��?�,Elev.94.2 - NO MOTTLED SOIL PRESEN7 IN THE BORING.
0 - 14 Topsoil dark brown sandy loam 10YR 3/3
14" - 22" Yellowish brown sandy lo�m 10YR 5/4
�2" � 40" Yellowish brown loamy mediurn sand 10YR 5/6
40" � 60" LigFtt brvwn loamy medium sand 10YR 6/4
60" � 70" Light'brown medium sand 10YR 6/4
` SEPTIC SYSTEM APPROVAL
. ���� ���� ORONO COP�Y
� � �
�
O O ��, � O
,�
���� ��� - �,1.�.� �_ �, ��; ���� CITY of ORONO o
.�,� �; �_�' �j�'E�r�/ � MunicipalOffices (�
.�� ' ��'�'4� � Street Address: Mailing Address: �
, _jfEg_�� 2750 Kelley Parkway P.0 Box 66
' Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Phone (Home) (Work)
��� � Address Z I�i'6 ('y�vz2(v��e�
L;,3 City A�wNa State v'ia Zip
��jl oc�= � Site Evaluator �'c5���',,�A State License # y3 Phone# ��Z–��3 2– �S�c�7
' Type of Establishment: Single Family�_ Multi Family
Commercial �1c Garbage Disposal Yes No
No. Potential Bedrooms 5 Est. Gallons Per Day 7Sc.�
`Vater Meter Required: Yes_ No� Soil Sizing Factor /;b "7
Perc Rates P-1 1G P-2 !2 P-3 12 P-4 i3 P-5 iy P-6 �� P-7
Restricting Layer Depth B-1 �" B-2 y" B-352" B-4�D" B-560" B-6 S�" , 5��� 6�?%5`'�� EC
Type of Treatment System:
Standard� Experimental Alternative
Pressurized Mound System At-Grade System
Gravity Trenches System ,� Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size �3� # of Tanks � Lift Tank Size �
Pump Brand �— GPM - Head
Treatment System: ,�
Llinimum ►'� Square Feet with �� C',�:„,���' ches of rock below pipe
Type of covering Fabric_� Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior appro�-al of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footings will not be �anted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KI�'D is allowed within 20' of tested drainfield sites ever.
ACCEPTED � DEIVIED By the City of Orono subject to existing regulations and
the follo�r-ina conditions:
.. �
r
, � .
By: ��� L�� .
��1$DESIGNED FOR Chn ence, On-Site Systems Manager
_�S. ANY INCRE�sE i�� r�uMe�R
OF B��AUQATES TNIS DESIGN.
Telephone(612)249-4600 • Fax(612)249-4616
. i
,
' Ihzestwood Professional Services, Inc .
I
���
��'�''�'� M �M'�''
( .� 104 Marry Drive,Sui�e 3
�`� _ .�� � � �� Buffalo,MN 55313
t/YI'4 ��
� Phone:612-682-2587
������ Fax 612 687 1639
����� Toll Free 1-888 682-2587
Apri l 21, �999 `������ Email wps�westwoodps com
��R�11t �r
Steve Bohl
Bohland Development
420 Upland Lane
Plymouth, MN 55447
RE: Septic System Site Plan for Lot 4, Carriage Hill, Orono, Minnesota.
Dear Steve:
This proposed on-site septic system was designed for a 5 bedroom home, with an estimated flo�ti c�f 7�0
�allons per day. The system best suitable for this area �vill be 418 If. of 10" Gravelless trench in�talle�
no deeper than 24" below the existin�� ground level. �t�he seasonal high water table was found at a depth
of 5.0 feet in the septic area. rwo I 300 gallon septic tanks �vill be adequate for a system of this �i�e.
The site in which this system is proposed has an average existing ground slope of 10%. Percolation
rates for this particular site were found to be between 10-16 MPI.
An alternate septic system has been designed to show that there is enough undisturbed area on the lot to
support another septic system. This system was also designed for a 5 bedroom home. The seasonal
water table was also found at a depth of 60 inches, this site would also require 418 If. of I 0" Gravelless
trench. This system will not need to be constructed unless the primary system fails.
Certain precautions will need to be made to protect the areas in which the above referenced septic
systems are proposed. Botl� primary and alternate septic areas have been or will be staked off. It is
recommended that safety fence be placed around both of the sites for protection during construction of
this project. It is critical that the soil is not disturbed before, during, and after construction of the
system.
These system should treat the septic effluent effectively if the systems are installed properly and are
maintained properly. It is recommenced that the septic tanks be pumped once every two years. T�his
will reduce the chance of solids reaching the system. It is also recommended not to use excessive
amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. "l�his
bacteria is needed to treat the septic effluent
Designiny the Future ToAay. since 1912
' � � ,
lf you have any qucstions in regards to this design, 1 wil) be happy to answcr them. I can be reached at
(612) 682-2587.
Sincerely,
WESTWOOD PROFESSIONAL SERVICES, INC.
/��'—����
Bernie Miller
Septic Site Designer
MPCA Lic. No. 4 i
cc. Stephen W'eckman
If�,UI� ll)UAL SLW��<,L. I IZ�A 1 N1Liti 1 >1 � I LM Wl)I<h�NLt. I
� FLOW l�0� y I.nm.�ir�l S�•waFr Fl��w�m(�allun��iri I)a� Ic��Ji
� n i �c��,,.,r�,�� 75� - �'''�� � --
- --
_ �� ��,.��y �,,,,,�.,�
� icj ��I Ij���e I I�ypr II Ivp�•111 T����r IA
Illi'dtiUIY'(,� ..— --� � -- -� �- - H�•diu��n�� � - �
- _ ------ ------ ------
SEPTIC TANK VOLUMF a f�,, � j�N� „s iK�� —M-
13 -�e--��C� };all�in� �//�'`�/1 ?� � aso iai zix „�
- a 6(N) t75 ,«, m��
s �so aso ,va ,.��,,.
SOILS (5ite�r��aluali��n �i�t��) �, ��cNr szs �z� �'�;;
� io�u �,ai ��o „��„�
�� 1)r��th tu rrstrictu��; la�er = __ S.C� (c��t n i_�xi e�s aor ,"�°�����.
I�)- M.�ainium depth of systcm C- 3 (t = �-� feel
�'.- �l'V�Uf(' ��y�C/Zir-�J�E'1'C'(l�l�l(1111"llt` �d--�6�--M��J A1m�mum Mmmmm
-- - Numh�v
. . � $e ri�c�IanA l�a n w nh
1 P:���
{-_ titil /,�.?_ sy t�gPd <�r �.�y��,� �,:,��,:,F��
I�r�1f��u�17S ('apaon� Uinp.�sa�
TRENCH BOTTOM ARLA �Fa������� �c:iu����.i
F 1. F�>r tr�nches with 6 inches of rock belo�� the pipe: �ur Icss 7S0 I_i�S
A x I�= x = ___ �q ft uf bott�m area 3 or 4 I.(xx� I 5�x�
5 or 6 I._5(H) I , 'S11
L F��r trenches with 12 inches of rc>rk beloti� the pipe: 7 or R �.(xxl �, ;.�q��>
A x F x 0.$= x x 0.8 = s9 ft of bottom arc�a over 9 See f�,_C-�; � �x �_s,
�. f�c>r trenches with 18 inches of rock belo�� the pipe:
/� x P x 0.66= x x 0.66 = --sq ft of bottom area -„�c�,�r��.�,,,�,�.�R.•,,�,�,,,,,,_._�„�..•,.a�, �,,,,�,,,,.,_
k l�or trenches with 24 inches of rock belc��� the pipe: ''��'"''�"^°�„�'` ���=,�'�;,� �
tii��,,,ir.�•� h Soil Tcxturc i r ���
A x F x 0.6= x x 0.6 = ___ sq ft of bottom area '"'`"� � ' ,�
BED BOTTOM AREA 1 aster than 0]• oarse 5and ---� ----
0-7 to 5 Sand � U.2�; ' ]�U
I_ For GraviYy beds with 6��r 12 inche� of rock below the pipe; o-t io� r-u„�sa�d�•; i F� ! u�,u
fi to 15 �and��I oami ]?- : i:�u
�.,�i X f� X F= 1.� X X = _ �(� f� (l{�IOfCOI)l 8Tl'3 ]6 tc•30 � Luam j l.i�: i lt nQ
��(`i ��T�l'�tilll-t' �C�S lNlt�l Ei 07 1�711C�1('� (�1 I��t� 't:tn#; ! Siit 1 oam . -UJ �.., U C`
b k l,eic>�� the �,e; �
P F ab,uhli cla���.,,an, a � ��-]>
A X f" = X = _ _ �ij �1 U1 h(1tt(1771 dI-C.�3 51 i.crd�an60•••� C_ia�� � . _ �, lil�di
ROCK VOLUh1E lN CL' �=T •�,�i�,.��„T�.<•r„�.�•,.rFr«,•a�.�,
��..•„�,�rm,r,�<<.,,>�.,�,�,w•��,,,�t,,r.,,,�,
��9 Ruck depth below distribution pipe plu,0.� foot times bottom area: ••�>��n������5�•;��,�mi1Cei1�r���,,,,�r�,����,��u��.�
M =Rock depth+6 inches a Area (H,I,J,L,K) "'�'��w��h<<�,wRh��«r�u,;���,���a,�.,,
nstallafion u(an mgmund s�andard:r.�.�m
( +0.5 ft) x = ___cu ft
ROCK VOLUME IN CU YllS
'� \ �,lume in cu ft divided bv 27
M=27=cu yds_= 2; = ____ cu yds 6 inches- 0% Reduction'�
ROCK WEIGHT a
12 inches=20/o Reduction
i� C ubic yards times 1.4= tons 18 inches—34%Reduction
N x 1.4 = tons x 1.4 = tons -
24 inches= 40% Reduction
DISTRIBUTION *sizing for gravelless trench
(Check one based on slope)__ Bed (< 6`%�slope)
Trenches ✓Drop boxes(any slope) __Distribution box (< 3"<�)
SYSTEM LENGTH
1'. 5elect width = ft . . . �
r.r.f.f.f.f•r.f.f:f:f.f:s:::::
� ti-ti•ti•ti•ti•ti.ti.ti.ti.ti.ti•ti•ti•ti.�. .: II,cLCot+er
O_ )ivi e ottom area by width: (H, I,J, c�r K)-I = lineal fret r•r r•r•r•r•r•r•r•r•r•r•r•r•r-
y•t•�•~•~•~•�•~•y•y'~•y•'••1•� �
— = Illll'd� ft'c't {•f•f•f•r.f.r.r.r.f.f.r.r.r.r.
� ti.t.ti.ti.ti.ti. .ti.ti.ti.ti.ti.ti.ti
— -- r.f.r.f.f.f .�.s.f.r.r.
ti-ti-ti•t• ti.ti.t•ti•t
Gravelless Pipe i.r.f.f.f .f.j.f.f.
ti.ti-ti.ti. ti•ti.ti.ti.ti
f-f-f-f- r•f•r•f•
ti•ti-ti•ti• ti•ti•ti•ti•ti 4 uiC LPlpe
( 10" :A x F-3)= Lineal Feet (S" :A x F-2)= Lineal I�eet r{;{;{;;, tii;fti;ti;ti
Chamber(A x I=- w�idili uf chamber) f.f-f.f.f '.J.l.:.�.
ti.ti.ti.ti.ti ti.ti•ti••..•.
f.f.f•:.f. f•r.r.f.r.
� - �_- Y1� ,.•ti.ti,.titi titititititi
-f f.r•r-f.f.f.r.r.f-'r-r.f.f•r.r.
��X / — �lIlt��l� tl'C'f r:r:rtir:r~r~rtir~r:r:.+:r:r~r~r:
LAWN AREA �~���~�~�~�~���������~�~�~�~��'
r•r•r•r•r•f•r•r•r•f•f•r•r•r•r•
ti.ti.ti•ti•ti•t•ti.ti•ti.ti•ti•ti•ti.ti•ti
r•f•f•r•f•r•f•f•r•f•f-f•r•r•:•
ti'ti'ti'�'ti'ti'�'�'�'~'ti'~'ti'ti'� 6�34 inoL
� yl' C-�t trellCtl SPaCIri�, CP7lt�f t(�C('ril('T = _ ___ tE:C'l r-r•r•r•f•f•f•r•f•f-r-r�r•r•r•
�'ti'ti'ti'ti�~�ti�ti���ti���������ti F.ocE'Be Y�w tLt�Yi'.
i•r.r•f•r•f•r•r.r•f•r•r.r.r•r- .
ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti �
� ��lultiply trench spacin�;bv lineal fc���t I� a <) - s�� tt �if la�vn �3rr<3 r.r.r.r.r•r.r•r.r•r.r.r•:.r•r•
- .ti.ti.L.ti.ti•'�•`.....ti•ti•ti.ti.ti.ti.1
r•r•r•r•r•f•f•r•f•f•r•r•:•f•f•
y� ` -�-- a� �y r, ti.�.�.�.�.ti.ti.ti.ti.�.ti.�.ti.�...
r•r•r�r•f•f•r•f•r•r•f•�•r•r•r•
.ti.t•t•ti•ti•ti•t•ti•ti•t•ti•ti•ti•t••.
I.AYOUT(U5t'Otf�t't�sl�t'� r•r-r.r.r.r•r.r•r.r•r.r.r.;.r.
1. Sclect an appropriate scale; une square -- leet.
2.Show pertinent property boundaries, ri�;ht-c�f-way, easement�.
:�. Sl�u�� lc�caiiu�l of hc�use, garage, drn�r„�av, an�� ��I1 uther
improvements, existing c�r }�rc�����s��c�
-�. Show location and layout ol �ewage treatmrnt s��stem
�,. 5how location of��al��r supply ���e�ll.
�,_ I>i�n��nsic�n all sct harks an�i ticE,ar.�ti�,n di�,tanc��5
li�l)I � 11)I�AL �LWAI,L 1KL't1ll�1L�1i1 J1JlLM V�UICh�lltl:l
FLOW /O� L./ f�hmalcA.Sewa�r Flow in Gall��n��,o� Ua�tcpJ1
L _ _- --- -- —
=---
, �1 [:titim�tcd _ � . --- -- };F'd � N�����i,�•�
L� ♦ nt Typr 1 Typc 11 T�p� III 11��e I\'
flll'"<3tiUf('(� _- -- � �}�� �/�"'�Z� � liedn�ums
SEPTIC TANK VOI,UME , �� �,s �xi�
M 1'w
1 45() l(X) '_I A .��
R. - �-J��.— —gall�,nti a c,00 a�s ,sh N�
5 75o aso ,va "�°��
SOILS (Sit��r��aluaYi��n data) � �x� s2s »� ��,
7 1050 MN) i7U „'�K'
C�. [)c�pth t�� restrictin�; layer =--- _ ,_3 ---- feet s iz�x� �,�5 aon ,"�"�"".
1.�. Maximum depth of systc�m C -3 ft = ___��__fect
E'.. �eXtUl'e � �� I�CII'(l�ltl()Il C�tC� �y' •J M1�1 Minimuni Minimum
Number Se uc 7'anA Ca�acn�wrth
F�. SSF �Z sq ft/gpd of i�q���� ;,,�aR�
Bedrooms ��apacm Uis{wsal
TRENCH BOTTOM AREA Igallon�i ,Fau��,,
---r
�i. For trenches with 6 inches of rock below the pipe: 2 or less 75t� i 1.125
A x F = x = sq ft of bottom area 3 or 4 I.�xx� I.Sc�
1. For trenches with 12 inches of rock below the pipe: 5 or b �.500 � �.�Sp
A x F x 0.8= x x 0.8= s ft of bottom area 7 or 8 2,cxx� 3,cxx)
q over 9 See fig.C-6 (x LS)
J. For trenches with 18 inches of rock below the pipe:
A x F x 0.66= x x 0.66= sq ft of bottom area ��+�c��a<��•,,,���.6Hrymnd.��r.-i�n>.-�.n�;, In•atmrn�
K. For trenches with 24 inches of rock below the i e: rr«<��a����"���� I;:;R:'�' �;a.;
P P nt���in����ch Soil Te.turc i ,,,�,'„^ ,.,Y„�R
A x F x 0.6= x _ x 0.6 = sq ft of bottom arra '"''"' ____ '"'
BED SOTTOM AREA Faster than 01' oarsc Sand' ---- --___
01 ro 5 Sand I Q83 L20
L. For Gravity beds with 6 or 12 inches of rock below the pipe; o.�co s r-�„sa�d••� i.�; o.��
6 to IS andt'1_oami 1'L7 � 079
1.5 x A x F= 1.5 x x = sq ft of bottom ama ib t�so t_��.�n, � i co o.�o
For Pressure beds with 6 or 12 inches of rock below the i r; 31`°4s 5'i'l�,a`" � =°° °.s°
P p 46 to 60 Clav Loam ' 220 Q45
A x F= x = sq ft of bottom area s�oW�r ct,ar,60••• <�id� I --- �o.za>
ROCKVOLUME IN CU FT •�„�,,,,�„��,�,,,,„•„..,,.,.,�,•a,mr�,
u.��.y,�rm,r„�,..��ai,�•��,�,,�i�..��i>
M. Rock depth belo���distribution pipe plus 0.5 foot times buttcim area: ••s����ha,,,,Fso;..,,��,,,�r„�r��r„�,�•�,�,,,�.u,,,,
"•Soil with t�ki high a percenugr o(day(ur
M=Rock depth+6 inches x Area (H,I,J,L,K) �mtallanonolaningmundstandani,,,�rm
( +0.5 ft) x = cu ft
ROCK VOLUME IN CU YDS
N. Volume in cu ft divided by 27
M=27=cu ycis_=27= cu yds 6 inches— 0% Reduction'�
ROCK WEIGHT 12 inches= 20% Reduc#ion
��. Cubic yards times 1.4 = tons
N x 1.4 — tons x 1.4- tons 18 inches= 34% Reduction
24 inches= 40% Reduc#ion
DISTRIBLJTION *sizing for gravelless trench
(Check one based on slope) Bed(<6%slope)
Trenches✓ Drop boxes(any slope) Distribution box (< 3`%,)
SYSTEM LENGTH
1'. Select width = ft T
J•r•l•f•l•,r•f•f•1�J�!•1•f•f•J.
Q. Divide bottom area by width: (H, I,J,Or�C�=P = 1i11<itl f�'�t 'r�'r�r�r:f~r':i�ftiftii:f�r~r�i�r� 2 IDc�Co�t'
r~•y•~•L•�•~•~•�•~•y•�•'y•~•t•t �
•r•r•f•r•r•r•r•r•r•r•r•r•r•r.
— = luleal feet ti•1•L•1•ti•ti• •ti•ti•ti•'.•ti•ti•ti
— -- — f.f.r.f.f.r ...r.r.r.f.
Gravelless Pipe ��~���~� ��`����' ~
f•l.J.l.f l•f•f•r•
J%f�r�1'�� ~l,:���~�~
J•J•f•
ti•ti•ti•ti- ti-ti•ti•ti-ti 4 IDC LPlpe
( 10" :A x F—3)= Lineal Feet(8" :A x F—2)= I_.ineal Fe�et f-r-f-f• r•f•f•f•
. ,.1.1.�. �.y.t.t•�
Chamber(A x F= width of chamber) f'f'r�l�� ��J'f'f'f'
ti.ti.ti.ti.ti ti•ti.ti•ti.ti
f•l•l•r•s• J•r•l•J•l•
� LC� �/ Q ti•ti•ti.'..ti.1• '�.1•ti•ti•ti•1
I�� �..i� -_�_.— 7�5� r•f•f.f.f.r.j.r.r.f.f.s.f.f.r.
i_ X — �llled� fCPt ti•ti-ti-ti•�.ti.ti.ti.�.ti.ti.ti.ti.ti.•,
r•r•r•r•r•�•r.r.r•r•r•:•f•r•r•
LAWN AREA ti•ti•,•ti•ti•ti•ti•ti•'••�•ti•,•ti••..•.
f.r.r.f.f.f.f.f.s.r.:.:.r-:•f•
. ti.ti•-..•.•ti•ti•�•ti.ti.-..-....�..•.
` 1•j•7•l•1•1•J•r•l•J•J•l•l•r•l•
[ .1.•..ti.ti.ti•1.1•L•'..�.�..�.•'.•�
��. `)���1'Ct trL.11Ch 5paL1�1��Ct'n�l:T �C7lL��t�'f— _ _— 1����� 1:J'•l.f.f.f.l.�.J.J.f.�.J.l.:. E��q1LOta
.•ti••.•'.•'.•'.••.•1•1•ti•1•'.•`.
ti r=r=f-r•r•r•r•r•r•r•r•�•r'r•:• kotl:Eek��n'tLf F1
•�.t.�.'.�•�.�.�•••..'.�.�.•..,'., �
. �U ti� V tl"e11C11 ti�Jaclfl�hV �Itica� ��c'1 1� X� = 5(� ft U} �:31��7� ,li�'�i r.r.r.r•r.r.r•r•r.r.r.;•:•r.r.
.- .ti•ti.._.•..•.-•..ti.ti.ti.ti.ti.-.-•.
.;f;�,�,f,f,f,f�f,f.f,f,f.�.f.
yi8 _ � �_ - Z�ro��� +t :�.�.......�.�.......�.�.�.�.........
l•l•:•l•l•1•l•:•:•1•l•:•:•:•:•
LAYOUT(L:sc c,th��r �idc�) .�'.�..,.,.�.~.~.~...•,•�.~••..�.•.
r•r•r-:-f•r•r-r•r•:•:•1•r-:•:•
7. tielcct an a}���rc�}�riatc tic.�l�; c�nc 5.�uar�° _ ------ I`'ct
2. Show pertirient prc�pert�� boundaries, right-c>I-ti�a�', ra5rni��nt,.
3. Show location of house, garage, drive�vay, and all other
improvements, existing or proposc>d
�. Show location and la�out of sewa�;e ireatment s�sten�
5. Show location of�vatcr supply �vcll.
6. L�imension all set back� �u�d separati�m dititanceti.
INSULATED �
VENT LOCATE THE SEPTIC TANK
PI PE , NEAR THE M
AIN SOURCE
OF SEWAGE
.�.-� �.�.
CLEAN ��;�, ,�;��,�, ., �,.� `.
OUT a - - �;; r ;
Qsy'� 6�� TO I 2" 0 F
. EARTH COVER
a <
,
a .�
� -�. ,—,_.-,-�-� TO S 0 I L
� NO CLOSE � " � -��' � ���' TREATMENT
952�3 THAN 10' a � r3ao UN I T
. .� . . .._.. . . � = 9�/..�
�� -. ` -_- - -__- -
NOTES
_ � -
OUTLET TO I. ALL PIPES SHOULD BE AT LEAST 4 - INCN
TRENCH DIAMETER,
INLET FROM
SEPTIC TANK 2. ELEVATION OF INLET AND SUPPLY ��NE TO
OR PREvIOUS NEXT DROP 80X MAY BE ADJUS7ED UP OR
DROP 80X , , ;:, SUPPLY LINE DOWN FOR DESIREO EFFLUENT LEvEL IN
°`' TRENCH.
TO NEXT
_ _ DROP 80X 3. SUGGESTEO TRENCH LIQUID LEvEL 2 INCHES
-� � -•-- ABOVE TOP OF OUTLET PIPE IF PERMEABLE
SYNTHETIC FABRIC COVERS ROCK; AT TOP
OF OUTLET PIPE IF HAY OR STRAW
,
COVERS ROCK.
� � a .. .
4. INVERT OF INLET MUST BE AT LEAST ONE
INCH NIGHER THAN INVERT OF SUPPLY
PIPE TO NEXT DROP 80X.
OUTLET TO
� TRENCH 5. TRENCHES MAY OUTLET ONE SIDE OR
BOTH SIDES OF DROP 80X.
� SUPPLY � INLET
—�— �NLE i i � � LINE I i„\ I
_i_i� i i I , � SUPPLY L I N E
_ � ,i._I_ —_`. ( _ I
� 2 I �,F � � ,�
I I �� � � - j ; �"-
r
I I ""*_' I i i j —�-
� OUTLETS - 1 � L+-
� _ _ _ _ _ � TO TRENCH L _ _ _ _ _ � OUTLET TO ;
TRENCH
DROP BOX
USC r��- A I � �'reY1C,� loc.��-iohs
GRAVELLESS TRENCH CONSTRUCTION DETAILS . :- �
� �� �� �
� � � � ��� �w�� � �y .
1 1l2" lnspec��c,�, I�
I n I e c Pipe 10 Next 95Z- o �
1 1/2 Male Well j
Drop Box Adapter i
�
6-�iZ Soli Back(ill �
, � ,
,
95/.� _ . �
Corrugated Tubing Covered �
g�' with Geotextile Fabri
9�.v
'� q�5o.o
! Drop E3ox
, ,
Trench Length = up to 100 Feet �
i �
Ovcrfill 10 A1low NO�S : 1 . Botiom ot trench must be I v i '
tor Settling e e . Top
01 tubi�g must be �evel.
Soil 12" of Soil 2. Scari(y trench bottom and sidewalls
� Backfill Backfill at (easl 12 i��cf�es aboec trcnch bottor
2t � ; ��
� � to exposc �atural soil.
' ' 12" �. c�,
, ,
� � ip,� = p
G'� - - - - '-� 3. For proprictary products consul�
' H�les Located manufacturers perlormance criteria
' 24~ at 4 and �
8 O'Clock '
I
�ig-u..re D-29
. Westwood F'mfes�i�n:�l S��rv�c ���; In�
� `�
L O G S � F S � � L B O R I N G S [] 7599 Anayrarn[)nve 1�1 104 Ma�ty Drive, SIe 3
Eden Prame,MN '�;;:t44 E3uftalo, MN 55313
612-937-5150 r;t; 6g2-7587
t�,il f����� 1 8flR-682-2587
FAX 617�937 :�87;' I �X G17-G82-2639
I.��c,iliiin ��r I'iu�r�I li��lil,in�l I)rci'In��ntrnl V�{7'): I):ur I�/11Ii9X
13iinn}�m�kic h� K�ih ti��i��r
(�las�i�icW�m ti��:irin n��\IIO I ltil),�-�('ti \ l niliril OIhrr
�uttc�u�c�l(Chcrk I����1 Il:inil \ ui I'����ri I�lii'hl ur 13ucl.ci \ f)tliit
1)cpih ISni in_� \iimhrr i� _ �I)i��ih 13<xing Numbcr --- / Z
�
in \inll+:r F.Ic�;wcm in Surfacc f�lcvau��n - — --
----- -- _. _. --
frct \li n•.i� ( h:�n I:�t Muns�ll(�harl
-- --- —--- --
----- ---
0 - -- --
I ----_ . __ _ ---
�u h0'V LOQn? 1�7� 2�2 () SrnYIG�y �-OGm .. (GY� 2�Z
/
� 1�-_.. . _ -______-_ _-_-.__-. _--.. �
------------
SG.ir��� L6o� lOY/( 3�3 --- �-----l-Z �a4rh SG ---- �- -------
r nd '�7� 3�3
? zz __ _ _ �
----- , -
�,�., !��u,� 7 s m yly - ---z�- --- --
z6 _ Loa�r Sa� ior/t .�ly
3 Loamy Sa,,,� roY�Q 3/3 � �
------y2 � ---3- —
Sanc� IDYk d/�/
-- � - --- — -----
,� S c.n�; 16 YR 3JH l
--- --+(� --_____- � -
5�,��,� rG{-.q y/y
s H -- ----
�----�o — -- — -;-------
� �,
------- - ----------
�
x ;� �
End uf 13onni at (D��� .Scei. I:nd o1[3oring S`�' � -�itit.
SlandinL�a:+ir� i,ihlr titandin�watcr I�blc�
Prcscnt at� fcG u��dc�th. Prescnt aL �.�t��I �lr�,ih_
--- ----_.
h��ur�.itter horing __ hours a�lrr h„r�n,�
N�ri ��r�scnt in h�nin�� li��lr V' V'��t ��resint in h�ring h<ilc X
99�N11����.��n! - � 1!,�,,.��.i�,��r;
Oh>ri��i�1 .�1 ��1 �I�'�ill� I �1j,.,,-!�r�l :il �.
�111 �lit"�i'lll 11: �'..Iil:f'.' ��. '.. )' � � .� . .'�l'Iil II�,. li.,ii i�'i�,� I;i�I ..
I
(�1�)':'I'..11'i��ll` .I�,,.�: � .. .�, . � � ..'1 . '�:I�I. � i . � �, �
�. . _. _ .. _ . 1 1 . . ._ � . .
( �
� j
� WestwOOd ('rc>fi�ti�i<iii�il ::��ivi����s In�
' ��
L O G S � F S� � L B� R I N �i S (1 I',99 l�nayr:im Dnve [�I 10o Marty priv� SIe 3
f_den f'raine, MN 55344 Bu(1alo. MN 55313
r;1 7 931-5 t�,(l 61 7 682-2587
toll fiee 1-8A&f,8? ?5g;
I /�x h t;' (1_4 i '�877 F/1X (i 1; 6N7 ;G39
lu�:ili��n��rl'ru�r�l ��u�l���n�ll)r�il����in�•ni '1X '�)� I).il�' I' lll '!�
IS�nin��. m:u1r b� Iluh Swi�sc
tl:i..ilir:rtiuntivslcm- /�/�tillO IiSI);1-ti('ti X t!ni�iril �)Ihii
�\u��rr usrd(chcck l��'o) I lan�i \ ut I'ii��ir 1 1i��hi ��r liuck�t X OIhcr
---- -- ---- -- - —
--- --- --- -- ----- -_--
--- - - - —
Ue�nh 13urin¢Numhcr � I)r�ih 13�,nne �'unihir
� in Surfacrl Ic�:iti�?n �� - --- nfi tiuit:ir� IJ.•�,ili��n /� — ��
-- ---_ __ --
- I��i \lunscll ( h:+rt I.�� i �l :n.iil c haii
__; �
I - ----- - - ---- _____ . _ _--- --- ------ - ----- -- -- I
� il >c�n�� Le� �6Yit 2/z �� � a„�y i.our�'1 �[';.�' �/Z �
� ' I � �
-/Z- ---__ - _ _ - iZ
----- - ---- -
I. SG�Idy Laayr� iGi'Q 3�Z ��Un.,, Sc.nl� /O{-/t� .i/.?
, 2 �
� - - �� - j ,
' Su,,dr Loanl rBr,� .3/3 ---
— --
? 3 c ou✓t,r sand �89�'i �/y
�`�--
--- - --
i LoGmI, Sa /�Y/� '��y
i
i� � � y b + - ---- -------- I
, - --
I Su�d �oY/1 y/y
5Z - -- ---- —
l — ---
Sun ��YR r1�{ ,
-----6� --- -��� �und '�i�4 S/y
d�`s� lOr�P -s�z ,,,��t��S �6 ----- c�ia� lOtk S�i �oNlrS —
6 G
- --- ----- - � �
i
---- -- -�--- {
� 1- ----- -x-
I:nd of[3oring at (�,� --- -Fert I�_n�1 ofli�,nnL (��" _frtt-
11an�1inL��'�fter tahl�'� �tan�iin:� �,:iici I:ihic
Ptcticnl ��i fc�l �if il��i�li I'rctitn� :�t �c�� ui dc��lh_
_ _ I
h<wrs afirr hurinr huur�.�ficr horin�-
V'�il ��r�.cnl in honn,� h�ilr \ ����i �iri,rii� ni h��rini� h�ilr \
i - �
� Y r, .�.� „�ii � !, �r.... . . ;
' � )I:� i� ',1 .;I '. � � i � i �� t , L �il �1i�ill� �
� , . .i� ,�i i���t i,i� ii��lr i � �. �
; . , . . . �_.. �ii� ,
; � �i�.,r�.iu��si,.�n�l�,�iniir.ii, _1 1 " �, , . ,
i . � �
j
�
I ,
. � Wcstwood f'rof�ssi<�n.�i �;r�rv�� r; In�
• ��
L O G S O F S O I L B O R I N G S �� i���as n�,.�y�,�„������ i�i 104 Marty Dnve, Sle 3
E den Prauie,MN 5'�344 (3irtialo, MN 55313
(i17 937-51',p f,12-6822587
���II hee 1-888-682-25H7
1 AX 617 93I f�N77 1 AX 612682-2639
I �i�al�i�nui I'i���r�� 1{uhlan�l I)r��il����in�nl ��V'��, Ikilc�l������ �
�z/zB/�ti
I�iinnc�m;ulc h� Ituh Swiss�
(�I,utiilic:uiun ti�.lrni /�l�SllO I'�CI),A-ti(�� X l!nilir�i (llhrr
��u}trrusr�l(chiil. I���i) Il:in�l \ �u I',,��r� I li��ht ur liiiil.�t \ l�tli.i
- , _ •-- -- -- ----
-- -- —= - -----
— --- . -
I)c�uh 14�n�inir T�'umhrr ��_ Ui�,ih 13urini� ?�umhrr
-- -- - -'�'-�--
in Surl��cr I:Icva�i�m in Surt.+ir I:Ir�:W�m
- - _ __ __ ---------
liri �iun.cll C h;irt liii \�lunsril (�h:irl
----- - ---- --- ------ - -- -
----- --- -- -- _---- -------
Il SC�ntr G-oa.� IG''fy? ,l, �� I �07�
y `-�C. .Sarip�� �64Yr� 3�2
� �
_'''_' _J L _ - _—_.— _ -_.__'_--__.-'. ' -��
Lo�my San� lbY� 3/3 - S4no�y �ca�r �OYR 3�3
I
�. -...�p _r .S _�-- - - - - 4' j1y � i --2�{
Lc.4�^ -Gn--- - - I L',� --- °" �DY/1 Y�y
3� i L oa m-y S c�
� _ 5and �er�� y!H ;
---- - -------
`� 1
i -57� ---- —
�
�oa� . �aY,e y/�/
, - �� � L a�M o/�'s f �AYR s/z .�„off,� iOT�e v/y
-- — - - _--- -- --{a8
� ��
7 -r
x �
f�:n�1 ut Il��rin�� .0 (�(� _ Icri 1 nd of 13oring G�� �r�
� -----
Si:in�iin�� ��:uri iahic Standine���a�cr lahle
I'rc�rnt at fcct��f dr illi. I �
— � - - I'r�scnt at 1ir1 nl �ic��Ih.
_ h�iurs aftcr horin�� huun atlri h��nnu -
T��iil �irr>rnt in I,uiins� h�ilc ?< N�i1 �irrs�•nl in horin�� h�,lr \
Il,r,�lr.:��i , '
i 1 f,rl(,;1 s,,tl i
ul�.. �� .i.,� ��I��ir��it � � iil�.ci��:�i :it ' � , ,
,,, � ,{;� !, , :�, �;�,i� - , i �
� � ��t� .ii�l n I �a n I� . i
� f i; . ..._. . , .. . .�i�.�l' � � . ... ..in�1 �, -
� � - . .. . ._ _ . t
I �
( I
�
_— --_.__.___.__.____
___ ___.—.__ .__.__ __---___ �
� Westwood P��>f�ssi��n.al Service� Inc�
, ��
L O G S O F S O I L B O R I N G S �> >�����a n��„<,,.a��,o���� (�I 104 Many pnve, Ste.3
f_den Pre�ne, MN `i`,:544 f3uflalo, MN 55313
(i1?-937 '.1',0 612-682-2587
loll iree 1-888-682-2587
I nx r,t:' ����i ��x7:' I /1X 612-G82-2639
I ir��;iU�rn ui I'iii�r�t li��hl:in�l I)r�rli���inini ')X7'15 Il;il�' I.' .'� '!�f
I�i�rint'.s inadr h� Iluh ti��i,tii
( I:i>.illraliunti�.irni ��\till(1 1'til).�-ti('\ \ l!niGr�i �Ilhri
1u��it u�r�l l�h�il. I��i�1 Il:in�i \ �ii I'����ii I li�_h� �ii 1{ucl.r� X OIhir
—�)i��ih 14�ii in�\'iinih�r -- --��{ — --=---Ur��Ih 13��r in,� Nuiiih�•r . ,S
in `ur�:u� I:Ic�aliun in tiurGii� I.Ic�aliim
(c�t \1iin�rll ( h:iri liit �lun.cll ( h;nt --
11 ---- .5kn�y �Oqryl -- -----��� 3/1 O SunNr l�oM ----- ��y�l� 3�2
�— -J�
- ---- -----— -,- ---��-
San�y. �OPrr� l6Y� 3�,j �-aa.nr Sone�-- -- --- --�yP 3/,j
� -- — 2
------ 2�{- ----- --------- -- ------
L sa,�,y �an� ��yk '���1
? 3
-- --38-
LocLn «7/t 3/�
vz --- yy
� ' . Coam�, .sli.,� r6r� ti/y a SG d ,oyR sl�
— ---- — ^
; -
Sy ---- -
,
-- -� ----- ----
G �
---- ----- ------ ----
7 �
--- ----- ----------
� x
i:nd of 13oring�ii _�� _ lr�t I:nd of!_�oring _�y� I��ri
`tandine�ratrr�.ihl� tiiandin� �rat�'r t�ihir
I'resent aC — — I�ct uf dcplh. I'rescnt at le�t��I��i��ill��
h�iur�allcr h��rin� hourti�iftcr burin>> --
N��I �rescnt in h��rine h��lc A Niit �irc�cn� in h��rini�hul� X
11�;n1r�!�,�rl , �,���rlrJ�„�,
O�hCl�i�i:fl ___ _ _ ' � :�.����ill � � 11�� t'I��_•i1 �fl �.i) ijr��l'�
V���I �ii �.ru� in �_� 1;,�� � �i � i i h�+iii�,� h��lr . �
,,,�
� i 11�, �n,r� i I �. i ��n� - ; � ��in�,iiii'�il�
� _ ,�,. .,.,. �
� �
� �
� ---- --- - ---�
� � " � Westwood ProfE�ssi��n,�l �;F�rvir�>�, Iri�
. ��
L O G S � F S � � L B O R I N G S [1 7�i99 Anagram L)nve 1� 104 Marty Unve. Ste 3
E:den Prame, MN 55344 f3uffalo, MN 55313
fi17-931 5150 G1? 6t32 ?',87
luli Re�� 1 £iAti-Gfi2-2'�ft7
I AX 61; 9:)7 .`�7ii':' { /1X l;1;'.IiH7 ?(i39
I iir,iUuniii I'i�i�r��i liuh�:in�l I)r��'I����ininl `)V")• I�:�i: I'l)h�')`1
14unngs madc h�� Ruh ti��i>�i
(�IassilicaUonS1'slcm ��Atill(1 I�til),� ti(�ti \ l�nitir�l OIhrr
\ui�rr u���1(rlic�k l��u� I l�in�l \ ��i I'�i���•i I li��lii iir ltu:l.il A t�iliii
--- -- —_ --- --_—_--
- --- _ - -—
-- —
llr�Ih Itiirin�� t�un�h�i � i �
I . �� I .E ili I���nni� 1�unibrr 1_L
- -- ---
in tiuit;�r�' IJr�:�u��n in tiurf�icc I I��ali�m
-- -__ _ --- - -
_
1ri1 \1un>rll('h;ii1 Iii1 �\1iin.�•II('h.ut
G _-- --- --___ - -- -- -- -- - - - __ -- -----. ____ ----
(1 Ldam lfiy/� 3/Z 1) LG�on'I in �
�' _ �%
I �
-----------
- - --
,y --- �Y- - - --- --
�Ia� �oa� IOY�Q 3/3 ,$�no(y LGcrrr �j
� , a-s Y 3/3
----�� _
San�y l-�a.� �or� vly — � z7�- SGn�/y �oan� Z 6Y `+�`�
3
------------ -3------`��- ,Loamy Sa„c� ZKSj' y/�
� �z 5a�dy Lban� -- z.sr v/y y2 -
-�� ? s a,�� � s�- s/y
- — -----_—
�aMdy �eam � 5,��-----1.Sr yl�
-- - -- --
� `Sy 5li�ar Lvarv� , �arevt� 2.SY y�,� � Sy Lcamy Sa� !OY/� K�`�
--- -- S�j- 1F z rt- S�?oics�f5 -
-- --�oEJ
,Lbarn�, Sans� 2.,5'Y Y��/ sq n p 2.SS" y��
6 (> — — -_
---- ------- c�isf 2.SY S�2 rn6}�pS --------� l-04�1 1.S)' `1�`/
78 . — _ 7� �1's� zS �' �lz moff�s
� �
--- ---- - – --
x H
-----
- – – --
l:nd of I3orin�at �7F„ Icri I�:nd of 13�irint �� ±ri i
��°--------
Standing �+�alcr tahlr tilandine �+�;itrr lahlr
I'rc��nt at: _ )cct�il d���th_ Prescnl al� Iccl �ii Jr�ilh.
--- -
huu�ti atl�r h�irinF h�iun aflrr horin:r - _---
Nut �irescni in hiinn:t h�ilr X Nc�� �ir�•�rnt in h�nin!t hulr \
11�,��1��J,,,,' If,�,r.,,� ���!
t)h.�y��rii :fi _j [y u) �1�'�)Ili ( I �i� � �
� � il•,�'�� �il .ic.��., �`��� �
\,�t ��n:�-rn� i: i���.�,n �u,'�, � � � , ' �
,;� i, I�� iii t���;:
' �1�,�.� . _.�.li,in�..,i,.f. . .�,. . _ i , i ,
� . . . _. . _ ' __ . . .. .i.i. i , 1;7i:'.�,
i
�
' �
�
� � . Westwood Professional Services, Inc
, �
L O G S O F S O I L B O R I N G S ❑ 7599 Anagram Drive � 104 Marty Drive. Ste 3
Eden Prairie, MN 55344 Buffalo,MN 55313
612-937-5150 612-682-2587
toll free 1-888-682-2587
FAX 612-937-5822 FAX 612-682-2639
Lucatiun or Proj�ct: Bohland Devclopmcnt 98795 Datc: 4i 19/99
l;�irin�s madc by acrnie Miller
(�IassificationSystem: AASHO U51)A-SCS X l�niticd Other
�\uger used(check two) Hand X or Po���cr I�lieht or t3uck�t � Other
I)cpth Boring Number Depth E3oring Number
in Surface L:levation in Surface F lev�itiun
I��ct Munscll Chart fcct Munscll Ch.ir[
O
loaw� �oyR Z/, ° loa� �oya- 2/i
-�--------��-- � _ C1A foz� �°Y� `��4
� ------5`-
�oa� ���i i2 'f(3 y
-------Z�- - (�w�. S� �oYe N/6
, � ?o
-'-------- �
�aar�� 5 a� �0Y2 y�6
3------'��,- 3
loa�� Sa..d �oy,z y�Y ---�1`
=�------y�„ a SZrd ��re 53
------------
5 a� �°Y� 5�3
- �
-'----------- 5 be
6Y" ervd ------------ e�S
�> 6
------------ ------------
7 7
----——---- ------------
8 g
t-;nd of F3oring at �,� fe�t Gnd of Boring ,Q feet.
Standing water table: Standine water table:
Present at: feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Nut rresent in boring hole X Not present in boring hole X
A4ollled soil: h�ottled soil:
Observcd at of depth Observed at of depth
Not present in boring hole: X Not present in boring hole:�
Observations and comments: Ubscrva[ions and comments:
---------—------------------------------------------------- ----------------------------------------------—-•-------
� . Westwood Professional Services, Inc
• ��
O 7599 Anagram Dnve L�l 104 Marty Drive, Ste 3
P E R C O L A T I O N T E S T S H E E T Eden Prairie, MN 55344 BuNalo, MN 55313
612-937-5150 612-682-2587
FAX 612-931 5822 FAX 612-682-2639
Test hole location: Carriage Hill (Bohland Dev) [.o f �
Deplh of hole bottom: 12 inches Hole No 1 Z -r I�—
Diameter of hole: 6-8 inches Dale test hole was prepared LZ�Z 3 f j�
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratchmg sidewall hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: �/13 /p;��"pepth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: R. Swfsse Percolation test started at Z ' 3 �Z� y r
__,_
Maximum water depth above hole bottom during test
8 inches Date /Z�2y�9�
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
l Z;ya START O � �
— — — �b'�--- A
---�-------- �------
3 TIME - DROP = PERC
�2 ' I�' REFILL O 3�
— — _�88--- ._lo, I----- 6
' 3 7 37� .ga TIME - DROP - PERC
(',�J� REFILL Q � 32- 2-''��----- C
--I o'�---
�oZ 3 Z � ,� /8 3•�3 TIME = DROP = PERC
2�,�� REFILL � _��_ 2--�3----- I-I-a---- D
�. ( 2,�T— Z 5/8 2 6 3 TIME - DROP = PERC
1?J I =� REFILL O 3 "3�-( Z-7 �— (2• c,f E
lu -- _ - - - - - ---
I: �l Z� Z �'� Z- 7 � TIME----- -DROP------- _ --PERC
: �j2. REFILL by- ,� �� _-Z--65--- --�1= � F
v�; Z 3 3 ��/!C-� 2 /6 2•Ej`'1 T1ME - DROP - PERC
A, B, C B, C, D
lu��,�r.i dn/AH�' \rnuN..r s nJ.dU(� 1<,rgrsi au/Hc�U \'rnollr.r a n/R('l�
r ��_�O _ V O.�O —
.Gnullrer t„/AH(� .Cmnllr.i t o//((7!
C, 1), (: — — ---- 1). F:. F— —
/.�r�,�,�i=„J(�1�1 \rrr.�ll..�A'„J(�l)/�. I��r l.�. /)I/ \rr�.,i,. r--
x•�-, - J . „j,r��.
� UJU - � (1JU
�,,,,,u,„a,.��i n c,,,.,u�.,4„�ni_i
. Westwood Professional Services, Inc
• `�
❑ 7.599 Anagram Dnve L�1 104 Marty Drive, Ste 3
P E R C O L A T I O N T E S T S H E E T Eden Prauie, MN sssn4 Buflalo, MN 55313
612-937-5150 612-682-2587
FAX 612-931 582? FAX 612-682-2639
Test hole location Carriage Hill (Bohland Dev) �,�"t' �-�
Depth o(hole bottom 12 inches Hole No �y .} 4 z,
Diameter of hole 6-8 inches Date test hole was prepared I 2-rb l9 8
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratchmg s�dewall hub w/nails Depth of pea size gravel in bottom of hole 2 mches
Date and hour of�rntial water fillfng: � Q ;�S�Depth of initial water ffliing: 12 above hole bottom
Method used to maintain 12"of water depth in ole for 4 hours: Automatic siphon
Percolation test conducted by R. Swisse Percotation test started at 2; 2;y�
Maximum water depth above hole bottom during test.
8 inches Date /Z�2c�
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
/ -�t c� START � S/b 3Z 2-6 �- (2�Z---- A
� 6 3 Z 2S� Z /p Z'6 � TIME = DROP = PERC
l:�� REFILL b �--�,/�-- �-12=-Z---- B
�� ' N � ��9 ,..3/8 �•I 3 TI�E� = DROP = PERC
f'. 55 REFILL o 2 2-.�- l 2- a C
--�-----
Z: 2? Z 2/� Z�L Z-� TIME = DROP------- _ � PERC-----
(Z;�{� REFILL � Z �.3�
� I 32. Z�J Z3�� Z-3 B TIME = DROP = PERC,� D
l�� � � REFILL O �
`i� .- �/ - --3�--- Z�s----- --t3�-y-- E
7 �� L !`I Z-7� TIME - DROP - PERC
�,� REFILL d 3 �
2:- 2:-3-�-- -�-3--�-5-- F
Z�,2� 3 Z. Z�T— Z 3lQ Z • ,3p TIME - DROP = PERC
A, B, C 13, C, D
11�r�,��•.,�aq/,fet' ��,��u.��a,�/.let' ��.rX�•..i a„/Hc7) �',,,�,n,��,i a„/�t��u
� Q��) = x U_�0 =
�',�adi<,�s�,�.aer s»,�di.,,�a�,1�t���i
��, �), H, �). ��, }---- _---
— ------ -- -- ------- - -- __ - _
l..v�r,�a„/r'1,6. �,n.,16�.,_„/,7�� 1.,,..„.:.l iV 1 �,m,u��„�..,J 1�l 1 �
� U I(1 � � 11 IU
�„�„u.-,�.,,/�n� — --�,,,,.u.„_-�r�r i
. Westwood Professional Services. inc
' ��
❑ 7599 Anagram Dnve � 104 Marty Dnve, Ste 3
P E R C O L A T I O N T E S T S H E E T Eden Prairie,MN s53aa Buffalo, MN 55313
612-937-51 SO 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location Carnage Hill (Bohland Dev) (�fi �
Depth of hole bottom: 12 fnches Hole No : y y �-y�
Diameler of hole: 6-8 inches Date test hole was prepared (2/.'�/9�.
Soil Data from Test Hole
depth, inches soil lexture soil color
see logs
Method of scratching sidewall: hub wJ nails Depth of pea size gravel In bottom of hole 2 inches
Date and hour of initiai water filling /Z �y SDepth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in h le for 4 hours: Automatic siphon
Percolation test conducted by: R Swisse Percolation test staRed at i Z Y9 /L; yb
Maximum water depth above hole bottom durmg test
8 inches Date � 2,2�
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
12',��q START d _ 3�----- 2 . 1�[----- �-y'-�--- A
1 Zc� 3( Z3 6 Z Z• �� TIME - DROP = PERC
y� �: 2( REFILL o �- Z_� (��,6 g
' --------------- �----- - -
` S 6 3� 2 '/Z 2 Z Z-S� TIME - DROP = PERC
'. S7 REFILL � 28 2.06 .13�-�----- �
' 2� Z�j Z � Z`I�6 Z. O 6 TIME----- = � DROP------- - PERC
12;y 6 REFILL o .Z
— - - ---33 z �6��_ o
----- �--------------
Z TIME – DROP = PERC
y� ��,� REFILL b
� , �� ---�=-�--- -�6'-`-{---- E
� 2' Z� � 2-Z.S_ TIME - DROP = PERC
I � S) REFILL b 2
Z'.2� 3� �� I �� I. S TlME(--- _ -pR�B---- _ PER� F
A, B, C �3� C� p
lnr�c,ra,�J.4H(' .�'muU�c,ia„/AH(' l�.rgr��a�,/H��l� ,Gn„lln.�uujH('l7
x �.�Q — X �).��) —
Snnlles�q,f Al1(' .Sm�dlrer#oJ Hr'l�
``� V� I'� ��i �,� �•—_ _—_—___
—_"_—"'
. _— ___—_'__—_ .,i��,r�„1l iPJ ,. .
,.,.}...�,:,./�:�! Fo�,Jlr.i r..,/i 711- � --- -�-----..
,,,�.d�, �� ---�— ----- --
� OJ(1 � U IU =�
�,,,,,�i.„a„i��i�r. — ��„��,ii��,�a„�ni�.r
m1999 Westwood Professional Services, Inc.
� ' `� � �/` ' i LEGEND
/ \ �
' � � exisfing we//
/ 2 75' W D/SEPTI SE � — � soi/ boring
• Q pe�co%tiori test
- _ —x existrng fence
r'-'" � exisfing deciduous t�ee
existing conife�ous t�ee
. ti � ��
\ � �''`•�.� / - - - - exisfing e%votion confour
� \ 91x4 existing spot e%votion
\ \ 2x4 p�oposed spof e%vofion
, � \ � � E/evotions �e/ati�e ond ossumed
eALTE`RNATE SEP C SITE � E/ewtions �e%tiue ro u.sc.s 1929 N.G:V.D.
� �4 �Q �� �_� Oenotes proposed su�face d�ainoge
`�' N SB 2 �RAVELESS TRENCH)
-� -.�--- � � �
\ SB60
, S64 � Notes.•
\ �� / / 1 Avoid compaction in septic o�ea before, du�ing ond
Q j /_ ofte� construction
��� � \\
=O 2 � /� 2. T�enches ore fo be insto/%d po�o/%/ fo the contou�s ond the
\ t�ench excovations o�e not fo exceed a moximum depfh of
��
�� � 72 inches be%w the exi'stinq g�ound su�foce.
� (P 4 D R 0 P B 0 X ( 3. t�e�ify bef��e d�i//ing thot no septic tanks o� d�ainfie/ds
1 a�e within o 50 fool iadius of p�oposed we// %cation.
�� �,��� � (ioo feet �ar sho�raw w��r� . .
`� �� � � 4, l�e�ify hefo�e const�uction that no sha//ow we//s a�e within
� ROPOSED S �4 100 feet, or deep we//s within 50 teet of p�oposed sepfic
P R I M A R Y S EP TI S YS T-r / tonks or d�oinfie/d o�ea.
X � . L � - - - - -
(41 LF OF 10 ID 5. To exten��the �e o�septic system pump sep� tairks a
/ �� G VELES TRENC minimum of e�ery 2 J�+ors
� � 6. See ottached sheets for additiono/ const�uctian detai/s
i / ��
7. Soi/ C/as.sified os Bu�nsui//e sondy /oam (BuC� 6-12�' s/opes,
--� ' / � occo�dinq to the U.S. Deporfine�f of Ag�icu/ture soi/ Survey
� / ' ! � • 8. Site p/an pre,oared by or under the supe��ision of Bernie
� Mi//e�- M.F!C.A. License No. 3
/
� �� - l-�
� Date
\ / /
-- \ �U
= �/ /� / �
`
. ,
� � j �
� 0 40 80 120
� '_ � /, � � �
��s t w o o d Property location. DESIGNED BCM REQUESTED BY: DATE
Westwood Professional Services, Inc Septic System 4/'10/99
104 Morty Drive, Suite 3 Lot 4, CAR.RIAGE HIL,L, orono DRn'� B�M Bohland Development
Buffolo, MN 55313 CHECKED JMc Site Plan Job No.
612 682-2587 —
Plymoukh, tvtrt. 98795
✓ ATE TIME
D
CITY OF ORONO CALLED IN
INSPECTION NO CE SCHEDULED �'�? � ' �'� �"
��,_. _
PERMIT N0. � -3g�0 COMPLETED � � L' ..�
,
ADDRESS ��-1 U�� i.�. �;�- ,,, �r;�. � (`�,�
OWNER CONTR. ��- `i ��- :`�"�
�4 1-
_ �-;,,.� -�,�-,-,,
TELEPHONE NO. '�`��� `'-`-� 1 �- - -
� DESCRIPTION �,'�G' t �_- ��� ;�.t .
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 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
Q 07 DEMO-FINAL f1�EPTIC INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:v'�'' YES_NO
� COMMENTS:
0. ' '�-�� ,.t,1, 1;�.: - �: ,' ;,
j � 1�'jCv ; �?��-- �P� �,.�\ c?� �; �f. ,
� � �r.�l-.S = �-1 5t:; i4 ,�-1
� 1 - t
o � �
� � ., 1 S�,� C� ,<� 1 -�-r�,�.k �� �,r _ �-,
Q �
' ��� � "r� ; �,.-� �, �� .=�c�,,�
� � ��.,, r� f, �,� ,f `\ �' ' �� �� -�
Z l ''
W
�
W
�
�
� ❑WORK SATISFACTORY:PROCEED �PROJ ECT COMPLETE
W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL AETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call forthe next inspectiop 24 hours in advance. �952� 2Q9-46��
OwnedContractor on site: T�'`��`�
..
Inspector. ���?��.- ��" `' r ';; a