HomeMy WebLinkAbout2004-P08193 - new septic system � '
ITY F R N PERMIT
(' � � � � Permit Number:
2750 Kelley Parkway- PO Box 66 P08193
Crystal Bay, Minnesota 55323 Permit Type: sepri�
(952) 249-4600 Date Issued: il�i6i2ooa
SITE ADDRESS: 2945 Jamestown Rd
I.ong Lake,MN 55356
PID: 28-118-23-31-0005
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Sepric Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 Valuation• $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT' Environmental Septic Solutions,Inc. QWNER' Micheal&JoEllen Wahlig
� 19151 Brookwood Rd. � 2945 Jamestown Rd
Prior Lake,MN 55372 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.
�
C�,c`-C��
APP CANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Couies: 1-File(SiQnitures ReQuired), 1-Apnlicant,1-Monthlv Renorts. 1-Assessin�, 1-Finance Page 1
CITY OF ORONO SEPTIC SYSTEM PERMTT APPLICATION
Boz 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS��'LI S J ar'�1'�w�/ �.D � � l�'N'4� �,�r�/a�tir✓
Occupancy Type: Residential� Commercial Other
Permit Type: New or Replacement System $100.00 �
Repair Ezisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: /Vl� �2 w�I �� Phone Number:
Mailing Address: Zq�j.S- i7.�,Nt t5 ��✓ P City: P�✓'aNC� Zip: SS3 Z�
Contractor'sName: £SS .,�-,�C PhoneNumber: Gtz-�y�^S-����{
Mailing Address: ►Q l 5'�/ R�^<<� uJ� .�° City: �`�+^ la� Zip: -�'�'72
*** DO NOT MAII�PAYMENT W ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
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 holding a Minnesota.Pollution Control
Agency(MPCA) Septic System Insta.11ers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump sta.tions
(where required) components are functional and comply with codes.
5. Individual holding MPCAInsta.11ers License shall be present during a11 inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
laoxes.
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be insta.11ing the following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal 3) gal
B. Pump Station(if�equired)
Pump make& model (atta.ch pump curve&
literature); system design requires gpm at feet of head.
High water alann make&model . Outside
electrical work to be completed by insta.11er electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the Sta.te
of Minnesota,and certifies t t al sta.t ments made n this application are complete,true and conect.
Signature of Applicant vV Date: ��' ��`��
MPCA License No. �L 4 7.5�
------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval � Denial
Reviewer: �al� ��\�51�1�Y� Date• �1 —t�^U�
Reason for Denial:
• ' � �Minnesota Polluilon CoMrol Agency
� � Individuai Sewage Treatment Systems
� Professional Registration
Anthony J. Westrude
Designer I (Restricted), Installer
(Restricted)
Reg#6876 Expires: Mar 15, 2005
Authorized for work only if accompanied by a valid business license.
, � Minnesote Poilution CoMrol Agency
�"'"'r Individual Sewage Treatment Systems
Business License .
; .� Environmental Septic Solutions,Inc.
Lic#2675 Installer-Expires Feb 26,2005
Designer I-Expires Feb 26,2005
Anthony J. Westrude,D.R.P.
Autl�orized for work only if accompanied by
valid professional registration.
e
11/11/2004 23:16 FAX 7634973566 SP TESTING INC l�02
. p
- , o� ° � °p�
S-P TE TING, INC. Steven B, �h��� • MPCA Cert.No, s��
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License#394
November 1 Z, 004
Mike Wahlig
2845 Jamesto Rd_
Orono, Henn. o., MN
A Site Evaluati n & Design was Completed on this property in 1996. The site was rc�
evaluated on 1 -11-04. Soil borings indicate the soils remain the same as the original
design. There s no sign of travel or compaction on the site. The design dated 10-2a-
1996 remains t e same.
�J - -
Steven B. Schi mers
1
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�
�
• .` ' �7-P TEST/NG' �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
October 28, 1996
Mike Wahlig
2945 Jamestown Rd.
Orono, Henn. Co., MN
This site has an existing on-site sewage treatment system classified as failed due to not
meeting the 3' separation from the bottom of the system to the saturated soil.
This on-Site Sewage Treatment System is Designed for a Type 1, four bedroom home,
in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonally
saturated soils were located at 16" & 18" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 11.3 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be tumed over,
just break up the sod, be sure not to over work.
1
,
The existing tanks may be used upon approval by the city inspector. The tanks must be
water tight.
All neighboring weils are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc.) human waste & toilet tissue
should be disposed of into the septic tanks. Garbage disposals are not recommended,
due to adding more solids &fine solids passing through to the system. Excessive
amounts of soaps, Geaning agents & chlorine agents may kitl the bacteria needed to
treat septic effluent. Additives 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.
��� � ,
��,.�
Steven B. Schirmers
2
_ . . �-�f�' 't„. •. : .
�' �VERTICAL SIDE1iU'AL� SEPTIC T�1NK ��
�FINISHED GRADE
-AT LEAST 6"TO 12" S01� AT LEAST
4" DIA. COVER 4� OIA.-�
� AT LEAST I" � � � AT LEAST I"
M�K I . _
1 .:. �•�,•�:... ..•.
.,.... � .
; _ 4. . . �
—�. T � A D�MENSIONS FOR. TANKS WITH VERTICAL SIDES A
WIOTH. W 24" MINIMUM
LENGTH, L 2 TO 3 TIMES THE _WIOTH
B OIANIETER 60� MINIMUM :
; � DEPTH, 0 30' MINIMUM: 78� MAXIMUM C �
r - -AT LEAST A ---• 0.2 0 _ _
B 6" MtNIMUMi_0.2 D MAXIMUM 6«
3� c o.a o
-- ------ ---AT LELIST 4 FEET--- -^
Npl E S: i
1. SN�IIAfiY IECS Ai LfAS!�INCI IES IN OIA�+�E1F.Q �. AWIII(JI E OOYERS S�IAII i�IOGAIED WI111N1121NG�ES
S. 11 IEf�SI W l UC 01�E On IAOI IE MN�IOLLS.20'lf.ASi If TI E M�w�KXE�S V'�TI IN dl(NC1 E!OF 1�IC SUfKA�E
M�nEfayDN/v�IOC��FDwii��risFEElOf�llinr+!c 1�EOOVE�i�aS117ESECUEO�oofEv[r�t�CCC5.4
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�. MI rt9�EC110N�w'E O�AT IE/�Sf�Y1t:�rES M�u.�f;lEli NEN'1EST POrll ON 6Nfl@ SfVLLIliE NOLES31�W/i wG�ES
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MJDOtl1lL•IOCVICLS.iMECEf�IEJiIM�[Ofllrt151'FC1qH 6. F0111qItlZ(NIIALCri/N7f1iCA1.1MIKBWMCNf.K)NAIS0.�50
�tl�Es 9 YLLL OE 71 F SN.f•AS 11 IE CCN�Ln�WE(1F i HE � AND OII.F.NStON C li o.�50. �
ON FLE p'CNRlGS 0�1 S�va I Nt1'1 CES.A ll pflD W51'EC I ION
� p1`E►UST pE IOUIEU BE IwEf.N i��E f+LEI MrUtX�ll E7
Mf flEi —
• ... :... . .
:-
� PENCIL
� �� , .,� � :•.
. , .
� ,. MANHOLE y� �'. � �► .
� , i� -
�i • :;
INLET ` SCUM�. ; y� OUTIET
�, . ,y •v;;��OIJTLET IEVEL .�'x.3�.� 1 :�` Y
r _.. --•-= _ _ — ''; 7 .
_.__ SCl1M C�EAR SPACE --��I-t, �LEAN OUT TANFC WMEN'
y� —• -- -- _.. t, i � 74 IS 3' OR l.ESS OR
•` _ — "— — — �'•}� 8 '8'IS 12�OR LESS
� � • ::.t� 1 Y�
.;-:�.:,,:.,. � ,. . . . : :,; :�
w :'� ':,�''.':.•. . . . • ;' ' BLACK COIAR
�;��:::,, '': ', , �t'' DISTINGl115HES SLUDGE
��"'.;• ,� SLUDGE j �AY R FROM LIOUIO
� �:•y'F.'�: . .. - :.� � �
.».. . t�i�+ .
'!'p.. :.'�:.. .�..
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
..
. . F-8
. � ,.
.. =a
REOWOOD, CEDq� OR
WATER TIGHT B� LOCKABLE ELECTRIC e0X—� TREATEO f'OST (4 x 4 min) '
PLUGS OR E�ECTRIC CONNECTIONS----- �ALI ELECTRIC CONNECTIONS MADE
2" pVC CONDUIT SCNEDULE 80 l INSIDE BOX
MANHOLE COVER CHAINEO 9 LOCKED 6��� S�TT�EM�E�N�TER CORD FOR
SEALED MANHOLE RINGS •FINAL GRADE
' AT LEAST 12� '
��� BEIOW GRADE
WIRE FROM POWER SIlPPLY
PIPE IS LAID ON A UNIFORM SIOPE FROM
. ,�
FOR PROPER DRAINBACK IL TREATMENT AREA
SEALED TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK.
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST �E USEO
WITH ANCHOR--� — yyEEP HOIE
ALARM FLOAT ON SEPARATE
ELECTRIC.AL CIRCUIT
NOTES� EIECTRICAL WIRE FROM POWER SUPPLY
. S�RT �V�9_ � _ MIJST NOT RUN OVER ANY TANKS BUT
r ' MUST BE LCID BESIDE 0T11ER TANKS
3N� � `� ALONG�POSBE PLl10ED IN CONDUIT -
SHUT-OEF�,EV�4 Q_. _ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL'F�OA? CONTACT.
��� :
Figure F-8
.
METAL
COVER .
..� .-�. .
; �� _.�. ..� -�- : y-� ._y
/ . �, ;. �- -
. ��� � ��'' �.y:,.
' '%.Y.
� •l�_:• �: � -
� . � % I
I ' ;._>•__�_,. I
1� ,' �
CONCRETE ,�+�'
I MANHOLE
RING
;
i
' METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
; Figure C-14
I
PERFORATEO �OAMY se►No CAP �
LAYER OF GEOTEXTIIE
� �,:_ I.ATERALS FABRIC PERFORATEO Lh7ERAL
SANDY LOAPA SOIL � ~,1 • ,• •���• ^'"' �� ' '' , �RA55 COVEH 6 INCHES : '
� ' � � . / ...,� .�.,�.;n,•:,;',!�s:';, TOPSOIL
� , r ��' � ,. •''2�,- CLEAN SAND FILI. , .:
::i ' ' i �/ � ..
/� �� ��� � / ���l;. MAXIMUM SLOPE—�
I.AYER OF GEOTEXTILE �. �-'� ,�..�i� � �f rrf� 3 TO I EAN ROCK "4�
FABRIC OR 4 INCHES OF " ;-,,.. ,y,�y� ,.� �,l�' TOPso�� P�WEo oR si• �'�b z'i= INCHES ,, s�o
HAY COVEREO BY .� • ! . , ,� � o�SKEo SURfACE
BUILDING PAPER ,.?�'� ' ,,j'� �/ / �t j� � ueso�� •
I�/ OR 2� ..,;�:�t" �fi•��� % CROSS SECTION A-A
PIPE �ROM PUMP `���:�Y: ` ��'�;�/ ��' / �
�,.�� ,�� ;,, ,� /; r''
.;�. /• J
� � � r,l� J PIPE FROM
3�•_�I� • ��+ �� /. .,,��y � .I PUMPING CHAMBER
CLEAN F�OCK ����• �i•'� �� �� � OIVERSION FOR
' %' ' ,;�� � � � � .I� SURFACE WATER W �
6' TOPSOIL� ' ��,• ,� � �� � Y ' ` �i
.., . '`�� ' 't� �. .; � j�� _ �I — — -
' .� r� ,�1J � L��- ;�
-���:�r;� ., �- , r� . ,� _ � I ; ; I�
c �� � 3 �t� PERfORATED �
-' •� "`�c...� •`, �'9"/ � MAx• I L'ATERALS i ; � I
• •� �� ' �` 'w�,..1 i 2�� w.i-;�:��" � ; � I�
�'� • S� � � ', :%►��,.: •'.:'.r.;�l'�,,,' I 1 ; i� .
Op .. .�' ;.':�•..�M...,.;• � ; �
gQ lfqN . _. .` • '��t }�:ti;.ttir:.��F I � � ,
r r�s� ..ti � ; i =
�.... �
Np F�l� S�� is,� ��'l',i�'=�.�i;�• BED AREA � � ; �•� � .
BRpk �AYFR ;', . . .�'�.:a,>�: _. � � � I = .
EN �P , � '.. .•.� ,"' ; � j :_
_ ,.. �.`.
.•� ��� � � ; � .
BAf� ATURq `','•� - A — � 'L�' � w ; m : a
�IFR �� ,....;.�, ' I ; �
QYFR ' — — � ' z ' z ; � — � .
; � � —
LAYOUT OF PERFORATEO PIPE LATERALS FOF� iNCHE � � p#� � INCH 5
PRESSURE DISTRIBUTION IN MOUNO - � � 1 ' ( •
' I� �I—'— — —' .
��KE____-_4�,j0 FEET�_�iKE
�PERFORATED PLASTIC PIPE '— MAX.
TOTAL WIOTH
ENO ONR ENTEA NP RFORATION• , ERfpRAfION SPA�IN� i , , � .
• •1 •1• 1
5�2E MAY BE �ic: '/�r: � � �S P P�AN VIEW
vIEW oa �i,. I6�
____---____ ._._.
2 MANIFOLD � EF�D PERFORATION OF A PERFORATEO LATERAL
PIPE .-
Cww�Cova
PERFORATIONS ON BOTTOM OF
P�ASTIC PIPE T�i�
q0,, -�`� ���,-�.z� ,M.,:, ,�,.�.��,..,�'----t.-.-�•_
�r,_..�r ( � .�Lorw ef Gwl�nll� ioDrlc (a lar•
� LaarwY SO�O LoYw �:Ywh NyM N hqr w�vo.ce.�r�e
� '�'(ALTERNATE LOCATION "witn rMin popw)
Oi FIPE FROM PUMp1
� • P�rla lion ddleJ He.itontolly
�
• �Nle G p Wor Top
END CAP 9Qy / ��/i Piw ,� —A1 l�oN 12'lo Edp•
E�AL o •Id Ra . • ol RxM Loy�r
/ �p, r; �1 1.. . .1j,:• -PwIwalloru�Loco1�0 0l
� A1E� eo��«� o� �a�.,a�
� FpR 2�PIPE FROM . Uwn Sana Loy�r
i�/ . nF PER PUMPING CNAM�R _: `
�CERTIFICATION N0.627
�TATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing�Inc. on 10-1.3-96 starting at 11:27am•
Test hole location Wahlig, 2945 Jamestown Rd.,Orono.
Test hole number�. Date test hole was prepared 10-22-9�
Depth of hole bottom 1�inches. Diameter of hole S�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is i�ife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 10-22-96, 1:OO�m. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic��.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:15 refill 6
11:27 11:57 6 2-5/8 11.4 30 min
11:58 12:28 6 2-1/2 12 30 min
12:33 1:03 6 2-3/8 12.6 30 min
Percolation rate= 12.0 minutes per inch.
� CEIZTIF'ICATION N0.627
�ST�TE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 10-23-96 starting at 11:26am•
Test hole location Wahlig,2945.�amestown Rd., Orono.
Test hole number�. Date test hole was prepared 10-22_96•
Depth of hole bottom�inches. Diameter of hole f inches.
SOIL DATA FROM TEST HOI.E
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoii dark brown loam
8" - 12" Brown clay Ioam
Method of scratching sidewall is�t�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 10-22-96, 1:OOnm. Depth of initial water filling is '12 �nches ahove the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic �iphon.
Ma�cimum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate, �
Time Time interval,min inches inches minutes er inch Remarks
11:15 refill 6
i
11:26 11:56 6 3-1/16 9.8 30 min
I
11:59 12:29 6 2-7/8 10.4 30 min '
12:32 1:02 6 2-3/4 10.9 30 min
Percolation rate = 10.4 minutes per inch.
'CE�TIFICATION N0.627
�TATF.LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testi�g.Inc. on 10-23-96 starting at 11:25am•
Test hole location Wahlig,2945,Iamestown Rd.,Orono.
Test hole nu.mber�. Date test hole was prepared 10-22_96•
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is 1�if� Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 10-22-96, 1:OOpm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:15 refill 6
11:25 11:55 6 2-3/4 10.9 30 min
12:00 12:30 6 2-9/16 11.7 30 min
12:31 1:01 6 2-7/16 12.3 30 min
Percolation rate= 11.6 minutes per inch.
. , , " ' �7�P TEST/NG� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Mike Wahlig
2945 Jamestown Rd.
Orono, Henn. Co., MN
Borings completed on 10-22-96, with a 1-1/4" Soil Probe.
BORING NUMBER 1- Elev.88.3 - MOTTLED SOIL AT 1'4" - No standing water present
in boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Gray brown loam 10YR 4/2
16" - 36" Rusty gray brown Gay loam 10YR 5/2 - mottles 6/6
36" - 48" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1
�ORING NUMBER 2- Elev.88.7 - MOTTLED SOIL AT 1-1/2' - No standing water
present in boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 18" Brown clay loam 10YR 5/4
18" - 30" Rusty brown c(ay loam 10YR 5/4 - mottles 6/2,6/6
30" - 48" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1
BORING NUMBER 3- Elev.88.8 - MOTTLED SOIL AT 1-1/2' - No standing water
present in boring.
0 - 10" Topsoil dark brown loam 10Yr 3/2
10" - 18" Brown clay loam 10YR 5/4
18" - 28" Rusty brown clay loam 10YR 6/4 - mottles 6/6
28" - 36" Rusty olive brown loam 10YR 6/3 - mottles 6/6,7/1
F-17
'��
i' PiTMP SEL.ECTION PROCEDURE
FJ�D PERFOitAT10N OF A PERFORLTED LATERnL
A. Determine pump capadty: w-�
Gravity Distribution ..,.«�
1. Minimum suggested is 600 gallons per hour(l0 gpm)to stay ahead of ;:. �� . 'M w.N�w�,,k�,,,,,�
wa ter use ra te. '`""�`"" ��°'"•�"°"" "'`""'°
�.,�.,..,..,,e,.;'
2. Maximum suggested for delivery to a drop box of a home system is 2,700 , . ��;;�,�������^�^�"
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,,,;,,,� .;�-u�a., �Z•�e fe,.
�e .i n�.u,K
... ...� � hrtiretlM�IO��IM al " .
Pressuze Distibution � c��� '"""''"'•"'
3.a. Select number of perforated laterals�_
b. Select perforation spacing= 3 feet �:".�';,;�;K''"°
c. Subtrad 2 ft from the rock layer length.
��-2 fG= 53 feet
d. Deternune the number of spaces between perforaHons.
I„eitgth �eSf.SpaCil►g=�_ft.+�_ft._�spaces Required Perforation Disch e
e. �spaces+1 = 1� pezforations/lateral ��uo�p�a,in�ce�gp�
f. Multiply perforations per lateral by number�of laterals to �H'�'d e ��.ap.� � ad�,,
get total number of perforations.w� x ���a,,_, S�_perforations. �f��
g� � X�'d �gp� 1.Oa 0.56 0.74
SELECTED PUMP CA.PACTIY��- Q_gpm 2.��j �.8� 1.�4
B.Determine head requirements: a.Use for single family homes
l. Elevation difference between pump and point of discharge. b. Use for all other applications
�_feet
� 2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �P��8�
Read friction loss in feet per 100 feet from table. Poinc of D�scharg�
F.�.. = a.(. ft./100 ft of pipe �
b. Determine total pipe length from pump to discharge E1c�avon DifFenncc�
point Add 25 percent to pipe length for fitting p�,p �S
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 dmes pipe length= F-l8b
50 x 1.25= ('� feet
1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying �, fr;a;�►«��ioon�rP;�
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= �-l. x L3 +100=�,_feet 10 0.69 0.20
-� 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
spetial head requirements,and total fricdon loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 O.11
�_+ S� +�_ 25 3J3 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
4 11.07_ __ 2.64 0.39
TOTAL HEAD 13 feet 45 1a.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.bo o.s2
► 1. A pump must be selected to deliver at least
._.� ��gpm (Step A) with at least �� feet of total head (Step B).
G. DOW�TSLOPE D�WIDTH �
1. If landslope is�'o��alore, subtract rock layer width from
� adsorption width to obtain minimurn downslope dike toe
-� a�•� ft-�_ft =._1�feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth of dean sand fill at upslope edge of rock
layer: Separation l. 7 feet
b. Multiply rock layer width by landslope r reo�co�.�.
to determine drop in elevation; ' � reoc ao ea
$IOpe Dirfe7'eriCB S�peretlon fe�t 1
X °�o y 1�� _ ��� feef s�opt o�t��ranee�_ et
�_ �_ uvsiope wiacn
c. Add depth of clean sand for separation (2a) �-f�et Ro�k e�a w�at�
at upslope edge,depth of rock layer(1 foot) to depth of �r�e� oownsiove w�atn
cover (1 foot) to find the mound height at the upslope edge -�-�eet
of rock layer;
l .'7 ft+ lft+ lft= 3,� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.�t S
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.� x 3��S_ _��feeE �
f. Add depth of ciean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
3.� ft+�_ft= 4 - 1 feet
� g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of y .� �
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: y. I x�= a� feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; _ �_
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layer width(D.2�Pl� o UDS Ov i Wta[II UDCIOD�M10t1
� �t��t ��test
�p ::co's::ii�.:•':� .;::Y:<'t':;;i:.;.;:t::y;: :i;:i:::z-i's;:�'s;;.:;•»:•;:�::;.;;r::.x:
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ft o ft+ o ft
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um of
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lus ro 1 er
u 1 dike width G.2e ck
so
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+ + t f t
ft � ft
f ee
�_ 1�-
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a.o + SS t dp 0.S :.::._.:�5;:;._.;:.::.;:
Totet L�nptn
wn ope ps ope
3:t a:i s:i 6i �:i 3:� a:i s:i �� r.� a:i
s.�
0 3D lA 5.0 40 7.0 3.0 �.0 5.0 60 7.0 8A
1 3.W L37 a�6 638 �.53 Z91 3.8i 4.76 5.66 bSt 7.�1
2 3.19 l35 a56 482 8.1� L83 3.70 t.5t 536 6.1� 6.90
3 330 454 SBB 7.32 8.86 u S! t.35 5.06 5.79 6.15
--:<;,, �--�'u----� �5-.._�._2.l9_ - --.,9T�___ ._26E_____�.lS �17 t.at SA6 6D6
�� 5 353 SAO 6.6! 857 1077 261 333 4.OD 462 5.19 571
6 316 5�6 7.1{ 93t 1207 7S4 3.23 3.85 L!1 �.93 S.tl
7 3d0 556 7.69 lU3! 1373 Z1d 3.12 3.70 4.D 1.70 513
8 3.95 SB{ 833 115� 1591 2l2 3.QI 357 lnS �A9 498
9 �.11 6.75 9.09 13.W 18.92 236 29{ 3A5 3.90 l30 4b5
10 419 6.67 I�A 15.OD 2333 231 2.86 333 3.75 4.12 4M
Il 4A8 7.7� 11.11 17.65 30.43 21b 278 3.23 3b1 3.95 4?b
12 I,b➢ 7.69 1250 21A3 �375 2Z1 27D 3.12 3.49 3.80 �.OB
, � • MOUND DESIGN WORKSHEET
. , • • (For Flows up to 1200 gpd)
A. FL.OW Estimued Sew�aae Flow in Gallons pa DaY(gpd)
,.
Estimated�,�gpd
or measured x 1.5 = gpd. �°f,�,,,, �'�`I ��I TY�rn �ry�rv
2 300 225 160 sos
3 430 300 218 er
B. SEPTIC TANK LIQUID VOLUMES � 4 �oo ;�s zs� �
s �so �so ss� "m�
a-,�oo o gauo� 6 � S� 332 �
� inw soo 3�0 �,�,.
g 1200 675 408
C. SOIIS(refer to site evaluation) � �
1. Depth to restricting layer= ►l.�' d 1 �d �� inches NB °�� �,"�` �,,�
2. Depth of percolation tests = 1 a. '� inches `'"`'' `'""'
3. Pereolation nte l��3 mpi Z3'4` 1'0�0o i',s o
s or 6 1.500 2.250
4. Land slope �-I °lo �a a �.000 s.000
�Q 9 su e�.c.s �x i s�
D. ROCK LA,YER DIlVIENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = ,
l�oo . gpd x 0.83 sq. ft./gpd =�t�sq. ft-���o=sy�°
2 Select width of rock layer(10 feet or less) = i o ft.
3. L,e�gth of rock layer=area i width= R��
S�t� sq. ft.+ �_ft. _�ft. 1•tih.ti•tiKK•�1��•ti•ti•tiK.ti ti.ti
.r•r.r.f•f•r•rr•r•r•r•r•r•r•f.r•
yrtftifNyl�t:f1�r~Itir�f�Mr�f~fT
ti.�.ti•�.ti.ti.ti.ti.ti.ti.ti.ti•�•ti•> >dth 510 ft.
f•Mht•f•f•Mt•f fY•r�l�t•r•1•
�•ti•tiK•ti•1�Y�ti•�•MtiKw�1•ti•ti
. .f./.f.r.f.t.f.f.f.j�t.t.r.f.r.f.
E. ROCK VOLUME ~- �'�' -�
1. Multiply rock area by rock depth to get cubic feet of rock; �
Sy� sq.ft. x .�u s ft. =S�4 cu. ft.
2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards;
�cu.ft. +27=�._cu. yd.
3. Multiply.cubic yards by 1.4 to get weight of rock in tons;
�cu.yd. x 1.4 ton/cu. yd. = a��- tons.
F. ADSORPTTON WIDTH L►-A� �.o v✓1 ,� oa,w�ae,s;�, r,bk
1. Percolation rate in top 12 inches of soil is !�•3 mpi ��a,ti«,�� � �;,;
r�,,,,m�tt„�, Soil Texture �„q„R ,,,;,,,,`
i.. .e.e. a
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1�o l.00
d/f� 0.1 to5 Sand 1.20 1.00
•y S � 0.1 to 5 Fine Sand" 0.60 2.00
6 to 15 ndy Loam 0.79 1 S2
3. Calculate adso hon width ratio b dividin rock la er 16 co 30 [.oam o.bo 2•00
� � }� $ }' 31 to 45 Silt Loam �� 2•�
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo c� L.oa�, o.4s 2.6�
1.20 gpd/ft2i ,►�S gpd/ft�_ �.�� Slowerthan 120 ciay oz4 �.00
"Sal havin6 509G or maee d fine or vcy fine sv+d
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
a•�� x �o ft=a�ft
_ �'� - ...t• .
13� y%1SS
.
�
�� /O`x 55 �o�,k QE.p '
"7 - ._ t_ �
� ' �
' �� '.l SS
� 3.7 -(oQ oF SAUo '
-�S - p��.` 9p,'1 4,I
/.��SAi�o � °l,o _
P L A�J v�'��.�/ � �_-�'�_— __�-1 0�0
SET- 8ACK5 3� I o' � ao�
�
HOi3�E System must be�
Tank�� from property I�nes _ X - SP�-<���.1 ��}S�'ii w�o-��_.
'7S� from welts
� '�os-��.�av _ �-��-r �>->w� , � from b'dgs.
!N 'fioi'� t�o __- uv�• '
�� - p„ ireotmen! orea =�frorn lokes , .= streoms
��L-- Treatment oreo � from property lines NOTE�P�awer supply ond switches must be localed in o
M,4N�{0�5 m:�n ►,>" ��from we'Is weathsr proof encbsure artside the pumping chamber ond monhole
C�aceFrc� �'from b!dgs.
ca' .l�'from trees SOIL BORInG ELEVAIIONS
�
i � - � � I� ��
�min. , � - - THaI EL.-�i3
� � � � ,�dw.su SU - grade�% TH. 2�L.��
�
Tank � Tank :;� TH"3 E�.- �`�.�
I Drop to Tonk � , � �y� PRESSURE DlSTRIBUTION MOUND SYSTEM
TH"� E�.-
I, IV�in. I��io 8� �p�mping TH�5 E�-
i Max.l��fo4� � ���P -T'��1`LS S1��A�Loc�J Chamb2r ELEVA710V at PROr�OSED PL�MPING
4�l0 6��dia.pipe CHAN:BEn- �o.o ��o� -�� �55�
: U-eo��o A-��n�rs�r�v �S'��Sfi��F-- ��{,7
SYSTEM DESIGN -MOUN� -Pcrp o� L� �� � � - 9 1,y
I.�'�o�s�o �1-C E,�,s-�,�v �,.�o .� —�3•a
TYPE-�, .� BEDROOM � Ave�age percolation rote �_min./inch (design.83sq.ft heaiment area pergal. of daily sewoge flow) -�o�e o� " " " - �o.l,
�2Q.c)ol./day x.83sq.ft/gol.!33Y�sq.ft.of freatment orea �10'/a =�Y2_sq.fi. (= IOft.width=ss ft.length of bed area+side slope run�io I x 3 9.heigFt= y�.fi.x.�.g ft,lown•area needed)
qean rock needed- 5�_sq.ft.treatment oreo x •�depth oF rock=5�'-_cu.ft=27=a1_cu.yds.(3/4�to 21/��dia. ,incfudes 2�of rock above pipe)
��'� Cleon sond fill below rock needed�o cu:yds. opprox. , sandy loam back fill��a.yds.approx., topsoil 6��_�cu.yd. Av�. s�t t-�� o��t� -/• �
c.v qs t-t�o (
Number of fonks required�_, Ist tonk�oo o gol. , 2nd tmkLU�_gal.minim�ms �.0 s Pti-1 m P�N u �t�¢am p����� �o �o �o�' �o T_oe so�`EoF .tF4LE:�LA�sso���1�0)
Pumping chamber copacity- 25�/a of daily sewoge flow of ��_gol.=�.�gal.+reserve sforoge of 15 O�z:1/B�..Sa4�_gol.+pipe bocSc drorx�ge—
PROPERTY C��
of��gol./IOOlin.ft.of.�rdio. supply pipe, lin.ft.needed $0 � �_9al.�manifo!d l�gal./IOOlinftof���dia.pipe,ln.ft.needed�_ � �- gol. �� �j 1,,��� .�
total capacity needed 7�� gol.(plus area for pump) us'� rn�r�. Do ga l.ca P. � p�
Distribution pipe��dia. , 1 S� lin.fl., l���dia. perforotions�.Sa_��oporf
Pump size ��� hp. (pumpable copocityL(�Lgol. 4cycles/day) LLS�� 13 � ►-��Po PQ.Ess ���Sc�q_��� 40 q�J Yr�� , S—P TEST//V / C
Note � �Vhen corutrvc�ing bcd - , tr�s oreo shoutd be shoped Note� �istonce from treotmen► oreo to ne�ghborinq v�lls— � �, �_.---
to divert run-of( from entering treo►ment oreo. �a"�'S� �Cl��4�-1 IDO
� i 0esigned 9y: �
; Do�c �Lo/a�/� , PH_ 6�2-�97-3566
FROM : PROFESSIONAL SERVICES FAX N0. : 9524470897 No�. 19 2004 01:39PM P2
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOf�IC SCHEDULED
PERMIT NO. r o�/9 3 COMPLETED I��Z���y a'.(�
ADDRESS ��y� ��j �'""'h �
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION � ��� •� f ''��I� �� �') � �^'I��_
� 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
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME "
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Inspector.
White Copyllnspector's File Canary CopylSite Notice