HomeMy WebLinkAbout2001-p04520 - new septic � Y � PERMIT
C I TY O F O RO N O Permit Number:
2750 Kelley Parkway - PO Box 66 Poaszo
Crystal Bay, Minnesota 55323 Permit Type: septic
(952) 249-4600
. Date Issued: t 1i2i2ooi
SITE ADDRESS: 4245 Chippewa Lane
MaplePlain, MN 55359
P ID: 31-118-23-42-0001
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: PermitFee: $ 100.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Patnode Bros OWNER: 7on&Clea Altman
23200 109th Ave 4245 Chippewa Lane
Rogers,MN 55374 Maple Plain,MN 55359
THE UNDERSTGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITI-I ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
`1 ' - '
'G�I � %'� L�/''1�C � ; ` lv�---
APPLI ANT PERMITEE SI NATURE ISSUED BY SIGNATURE
Copies: 1-File(Signitures Required), 1-Applicant, 1-MonthlyReports, 1-Assessing, 1-Finance Page 1
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CITY OF ORONO SEPT'ICSYSTEI�iPFR1tiIITAPPLICATIOY �U��cl
Box 66 (2750 Kelley Pazkway) - =
�Crystal Bay, NIN 55323 . �
JOB SITE ADDKLSS: `�Z`�' S ��^ � � �`-�k� �ui�-�-�
Occupanc�- Type: Residential � Commercial Other
Permit T��pe: New or Replacement System, �100.00
Repair Existing System, $ 50.00
(Tanl�s or Drainfeld)
0.50 State surcharge added to above fees
. *See fee schedule for non-residential permit fees
Owner's Name: ;r„� � (CL �-�-- ,�7_�,.�,� Phone Number:_�12- 3��z�3
I1�Iailing Address: City: Tp:
C�ntractor's Name: ;e-�,.,o�:r- (.�2o s PhoneNumber: ��:� - 8'-�7:3q�
lYlailina AddreSS: 2 3 2c7 0 l � G � �e�� � City: /�G-�S 7.ip: �S'S3 7
DO \TOT I�IAIL PAYIti�1ENT WITH THIS APPLICATION
GEYERAL I�YSTRUCTIO�TS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will no[ be mailed out. The permit must be picked up in
person at the Ciry Offices and work must not be;in unless the permit card is on the job
site.
2. Permits will be issued only to concractors holdin� a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system desi�n. Desi�n
reports are not considered approved unless accompanied by the "Ciry of Orono Septic
System Ap�roval" cover sheet si�ned b,y the City Inspector.
4. The followin� inspections will be required for all septic systems: �
A. Pre-inscallation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to coverin�.
C. Drainfield trench irLstallation prior to coverin;. For mounds, inspection is required
after rouQh-up but prior to sand placement (sand will be jar tested for silt contenc),
and a�ain durin; pressure distribution pipin� installation in the rock bed.
D. Final i.nspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holdin�MPCA Installer Certificate shall be present durin� inspections: A 24-
hour notice is required for alI inspections.
NOTE: Applicanc must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system desijn includin� the Ciry of Orono
Septic System Approval Cover Shee[.
(/ 2. I wiIl be instal�lin�Q e followin�:
A. Tanks: //precast Concrete _ Other Manufacturer b'��-�S
Tank Capacities: 1) IZS� gai, 2) ��ao �al. 3) rZ,�"� gal.
B• Pump Station (if required) ���
Pump make & modzl (�y-t,�l.��� S —3�7I ' (attach pump curve &
literature); system design requires � 9 gpm at /� feet of head.
Hi�h water alartn make & model �NC/��yt S"�;�,,;jr,���. Outside
• electrical work to be completed by installer electrician ��
other _�, Inside �lectrical wnrk n,,,�r he ��;��,�=�d ��
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions /f, 'x (��'
Drop Boxes Sand bed dimensions _�'x � '
Distribution Box Pressure Dist. Pipe Diam. � "
Maniford Pipe Diam. 2— "
D. Final Cover/Topsoil to be: �borro�ved from site
�{show location on site plan)
1� trucked in
The undersi�ned hereby appIies to the City of Orono for issuance of a septic system installation
permit, a�rees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on th.is application
are complete, true and correct.
QivnahirunfAnnl:..n.,�. - � !�
__a'_--___....___t.i,�L..�..5�. r� Date: /`7 2v�(
T
MPCA Certif cation No.:_ � � S
Staff Review: Approval � Denial
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�}� /
� Revietiver: � � _ � � � �
. d�� }�, " , ;,�.�� f
7 � 1 '-�. -�r' Date: i �� �� �
Reason for Denial:
� SEPTIC SYSTEM APPROVAL � ����
. � , � R���� �OPY�
. , � �
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� � �� � ''��� CITY of ORONO
' 1� ,, �j iJ�^ �l j i
� ti MunicipalOffices
"� � ,� ;`. � //',
��� �� � ���' Street Address: Mailing Address:
��
���'9$EggOg'� 2150 Kelley Parkway P.O. Box 66
\----� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner `�j� v:� �;'��� -1��-��e; Phone (Home) (Work) �-
Address y:�u S ��1,.����„� L.,,,�� City ����.�� State �� Zip
Site Evaluator �-f Te s+�� State License # c�7 Phone# �6 3 -���� .� -�E�6
Type of Establishment: Single Family�_ Multi Family
Commercial Garbage Disposal Yes No
No. Potential Bedrooms � Est. Gallons Per Day �;c
Water Meter Required: Yes_ No � Soil Sizing Factor - `.� �
Perc Rates P-l�,(, P-2 �, , P-3 .�a P-4 ��.S P-5 P-6 P-7
Restricting Layer Depth B-1 �a" B-2 ._� B-3 ���'' B-4 ,�� ' B-5 ,��f " B-6 �y "
Type of Treatment System:
Standard �C Experimental Alternative
Pressurized Mound System �C At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size ►��-c/ior c� # of Tanks --� Lift Tank Size I�S"C'�
Pump Brand GPM �'� Head 1`;'
Treatment System:
Minimum�►;'�6r5���- yC�'� co4) Square Feet with � inches of rock below pipe
Type of covering Fabric X 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 approval 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. Appro��al to pour footin�s will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED�_ DENIED By the City of Orono subject to existing regulations and
the following conditions:
By: v���-�- �:�12..rr�n,�..
Matt Bolterman, On-Site Systems Manager
�����
��
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
� �J�P lESTIIVG� ��C. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michaet, MN 55376 • (763) 497-3566
FAX {763)-497-5011
�tMtA i i�.�s��39�
February 14, 2001 C'6TY OF��
sF�.r��r�c f�FRMI
[NSPE;CTnR�� � i' � �� � -�`
Bruce Bren Homes DATE a-16-o i pFRM �����,
4245 Chippewa Lane �rnRovrn ns st;t���Tz�
APPROVGp WITH Ct)RRE
Orono, Henn. Co., MN �IPOTAPPROVED-CORRF.CT��
'�MN��oMM�talerl�your information. All work sbalt be dooe
���li�1fN wbh atl applicable septic and zonin$cwls,
����IORh�t0�lsnnt apoc�caliY notcd in�ja�sUiN�.
�h�����'Ai�L't't�tG�
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soiis mapped - KkC - Kilkenny loam_ The seasonally
saturated soils were locateci at 18" to 28" (mottled soil}. Due to the seasonal{y saturated
soils, a Pressurized Mound System will need to be instalfed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soits.
The soils at a depth of 12" have a percolation rate averaging 2Q.0 mpi.
This site had an existing home that was removed. The existing tanks have been
abandoned according to Chapter 7080 on record with the City of Orono.
A pumping chamber will need to be insta{led to lift the effluent to the treatment area.
The power supply and switches must be {ocated outside the manhole and pumping
chamber in a weather proof enctosure. A waming device must be instaffed with a fight
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 turned over,
just break up the sod, be sure not to over work.
1
All neighboring weiis are located greater than 100' away from the proposed treatment
area.
Keep al! heavy equipment off of the proposed treatment area befor�e and after
construction. The treatment area shoutd be marked off before construction. This
Design is not vafid &the system wilf 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 human waste, toi{et tissue, {aundry, showers, water softener etc.
should be disposed of into the septic tanks. lron filters must be diverted out of the
system Recommend to divert the water softner also. Garbage disposats are not
recommended, due to adding more solids & fine solids passing through to the system.
Excessive amounts of soaps, cleaning agents, shower cleaners used every shower &
chlorine agents may kill the bacteria needed to treat septic effiuent. Additives are not
recommended. Recommend to pump & clean your tanks through the manhote by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
;'� � � ��—_
Steven B. Schirmers
2
CERTIFICATTON N0.627
STA'�'E LICENSE N0.394
PERCOLATION TEST DATA S�IEET
Percolation test readings made by�-P Testing,Inc.on�-9-01 starting at 9:38am.
Test hole location Bruce Bren Homes,4245 hi��ewa L.�nP rono
Test hole number 4. Date test hole was pregared 2-8-01•
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SO{L TEXTURE
0 - '12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is i h . Date and hour of initial
water filling 2-8-01, 12: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 antomatic si on.
Ma�mum water depth above hole bottom during test is 6 inches.
Drop in water level, Percotation rate, � �
Time Time interval,min Measurement, inches inches minutes inch Remarks
9:20 refill 6
9:38 9:53 6 3-3/8 4.4 15 min
9:54 10:09 6 3�/16 4.5 15 min I
10:10 10:25 6 3-5/16 4.5 15 min
10:33 10:48 6 3-5/16 4.5 15 min �
Percolation rate=4 5 minutes per inch.
CERTIFICATION N0.627
STATE LIC�NSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 2-9-01 starting at 9:37am.
Test hole location Bruce Bren Homes,4245 C'hi�.�wa an , rono
Test hole number 3. Date test hole was prepared -8-01
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES S�iL TEXTURE
0 - 8" Topsoi! dark brown foam
8" - 12" Brown ciay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of bole is� inches. Date and hour of initial
water filling 2-8-01, 12: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�utomatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Drop in water level, Percolation rate,
Time Time interval,min Measurement, inches inches minutes inch Remarks
9:20 refill 6
9:37 10:07 6 1-'I!2 20 30 min
10:11 10:41 6 1-1/2 20 30 min
10:46 11:16 6 1-1/2 20 30 min
Percolation rate=20.0 minutes per inch.
C'ERTIF'ICATION NO_627
STA'�E LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.I�c.on 2-9-01 starting at 9••36am•
Test hole location Bruce Bren Homes,4245 hi� ewa an� Orono
Test hole number 2. Date test hole was prepared 2-8-01•
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOfL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 in . Date and hour of initial
water filling 2-8-01, 12:OO.�m. Depth of initial water filling is 12 inches above the hole bottom.
���;,t.:,u used t:, maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is 6 inches.
. ; Drop in water level, Percolation rate, ' �
Time Time intervat,min Measurement, inches' inches minutes inch Remarks
9:20 refill 6 i
9:36 10:06 6 I 4-1/4 7.1 30 min
10:12 10:42 6 I 4-1/4 7.1 30 min
I _
10:45 11:15 6 � 4-1/4 7.1 30 min
�
�
I
Percolation rate=7�minutes per inch.
CERTIFICATION N0.627
STA'�'E LICENSE N0.394
PERCOLATI4N T`EST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on�9-Ol stafing at 9• 5 m
Test hole location Bruce Bren Homes,4245 Chippewa Lane,Orono
Test hole number.�. Date test hole was prepared 2-8-01•
Depth of hole bottom 1.�.inches. Diameter of hole 6 inches.
�QIL DATA FROM TEST HOLE
DEPTH,INCHES SOtL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 2-8-01, 12:OO�m . Depth of initial w�ater filling is 2 in above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si,phon.
Ma�mum water depth above hole bottom during test is 6 inches.
� � Drop in water level, I Percoiation rate,
Time Time interval,min Measurement, irx�-tes inches minutes r inch Remarks
9:20 refill 6 I
�
9:35 10:05 6 3-1/8 , 9.6 30 min
10:13 10:43 6 3-1/8 9.6 30 min
I
10:44 11:14 � 3-1/8 � 9.6 30 min
I I
r
I
Percolation rate=9.6 minutes per inch.
Soil borings c�ont'd.
BORING NUMBER 4- Elev.955.1 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 28" Topsoil dark brown loam 2.5Y 3/2
28" - 38" Dark brown ioam 2.5Y 4/2 - motties 10YR 6/8
38" - 48" Rusty dark brown c{ay loam 2.5Y 4f2 - motties 7/1,6/8
BORtNG NUMBER 5- Elev.952.5 - MOTTLED SOIL AT 24" - no sta�ding water present
in the boring.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 14" Brown loam 10YR 5/3
14" - 24" Bro�nrn sandy toam 10YR 5/4
24" - 38" Rusty brown sandy loam 10YR 5/4 - mottles 6/8
38" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 6- Elev.956.7 - MOTTLED SOlL AT 24" - no standing water present
in the boring.
0 - 16" Topsoil dark brown loam 10YR 3/2
16" - 24" Darlc brown loam 10YR 4/3
24" - 28" Rusty brown {oam 10YR 5/6 - mottles 7/1,618
28" - 40" Rusty brown clay foam 10YR 5/6 - motties 7/1,6/8
40" - 48" Rusty brown sandy ioam 10YR 514 - mottfes 711,6/8
2
. �7=P TESTING� INC. Steven B. Schirme�s • MPCA Cert_No. 627
� 951 Katydid Lane NE • St. Michaet, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
LQGS OF SOtL BORINGS
Bruce Bren Homes
4245 Chippewa Lane
Orono, Henn. Co., MN
Borings completed on 2-8-01, with a hand bucket auger.
BORING NUMBER 1- EIev.950.3 - MOTTLED SOIL AT 22" - no standing water pr�esent
in boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 22" Brown clay Ioam 10YR 5/6
22" - 38" Rusty brown ctay loam 10YR 5/6 - mottles 7/1,6/8
38" - 44" Rusty olive brown clay loam 10YR 6/3 - mottles 7/1,6/8
44" - 48" Rusty gray brown clay loam 10YR fi12 - mottles 7/1,6/8
BORING NUMBER 2- Elev.949.3 - MOTTLED SOIL AT 18" - no standing water present
in the boring.
0 - 18" Topsoil dark brown loam 2.5Y 3/2
18" - 22" Rusty gray brown toam 2.5Y 5!2 - mottles 10YR 6/8
22" - 40" Rusty gray brown clay toam 2.5Y 6/3 - mottles 10YR 7/t,6f8
40" - 48" Rusty gray brown loam 2.5Y 6/3 - mottles 10YR 7/1,6/8
BORIN� NUMBER 3- EIev.956.0 - MOTTLED SOIL AT 18" - no standing water present
in the boring_
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 18" Brown clay toam 10YR 5/4
18" - 34" Rusty brov+m clay loam 10YR 5/6 - mottles 7/1,6/8
34" - 42" Rusty olive brown clay loam 10YR 6/3 - mottles 7/1,6/8
42" - 48" Rusty otive brown loam 10YR 6/3 - mottles 7/1,6/8
� � ' � � PUMP SELECTION PROCEDURE
1. Determine pump capacity:
A. Gravity distribution
, 1. Minimum required discharge is 10 gpm
2. Maximum suggested discharge is 45 gpm. For other
establishments at least 10%greater than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribution device.
B. Pressure distribution
See pressure distribution work sheet
From A or B Selected pump capacity: �.� gpm
2. Determine pump head requirements:
A. Elevation difference between pump and point of discharge? soil treotment system
11 feet
&point of discharge
°i9a�o°:�`; ,_j
�,
B. Special head requirement? (See Figure at right-Special Head Requirements) total pipe
length
S feet 2A.elevation
inlet difference
C. Calculate Friction loss pipe :
= ------- -- -:
1. Select pipe diameter a . 0 � "��-������---�-����- �•'
-------------------------- ---•--�'`��i
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter(C1).
Read friction loss in feet per 100 feet hom Figure E-9 Special Head Requirements
Friction Loss =_�-�_ft/100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25 = equivalent pipe length
E-9: Friction Loss in Plastic Pipe
�� feet x 1.25 = /D o feet Per 100 feet
4. Calculate total friction loss by multiplying friction loss (C2) nominal
in ft/100 ft by the equivalent pipe length (C3) and divide by 100. pipe diameter
- c� �- ft/100ft x /�t� +100 = � ft fiow rate 1.5" 2" 3"
- pm
D. Total head required is the sum of elevation difference (A),special 20 2.47 0.73 0.11
head requirements (B), and total friction loss (C4) 25 3.73 1.11 0,16
I 1 ft+ � ft+ 3 ft= 30 5.23 1.55 0.23
35 6.96 2.06 0.30
Total head: /�feet ao s.9� 2.64 0.39
3. Pump selection 45 ii.o� 3.28 o.as
50 13.46 3.99 0,58
55 4.76 0.70
A pump must be selected to deliver at least 3� gpm 60 5.60 0.82
(1A or B) ti�ith at least � feet of total head (2D) 65 6.48 0.95
70 7.44 1,09
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
(signature) (license#) (date)
� PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1., Select number of perforated laterals 3 uarter inch erforations s aced�3' 12
• 9"of rock
2. Select perforation spacing= 3.0 ft
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer than 1 foot to Perf Spacutg 1.5•-s'
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E-4: Maximum allowable number ot 1/4-inch perforations
�� per lateral to guarantee<1090 discharge variation
Roc ayer eng �2 f t —�ft perforation
4. Determine the number of spaces between perforations. spacing
feet 1 inch 1.25 inch 1.5 inch 2.0 inch
Divide the length (3)by perforation spacing(2) and round
down to nearest whole number.
2,5 8 14 18 28
Perforation spacing = l�c- ft= ? ft= �� spaces 3.0 8 13 17 26
3.3 7 12 16 25
5. Number of perforations is equal to one plus the number of 4� � �� 15 23
perforation spaces(4). Check figure E-4 to assure the number of
perforations per lateral guarantees <10% discharge variation. 5.0 6 10 14 22
�a-. spaces + 1 = a? perforations/lateral E-6: Pertoration Discharge in gpm
6. A. Total number of perforations = perforations per lateral (5) perforation diameter
times number of laterals (1) head inches
�"� perfs/lat x ? lat—��perforations (feet) 3/16 7/32 1/4
1.Oa 0.42 �56 0.74
�-
B. Calculate the square footage per perforation. 2,0b 0.59 0.80 1.04
Should be 6-10 sqft/perf. Does not apply to at-grades.
Rock bed area = rock width (ft) x rock length (ft) 5.0 0.94 1.26 1.65
JD ft x (e� ft = (o�� SC�ft ° Use 1.0 foot for sfngle-fomily homes.
Square foot per perforation = Rock bed area =number of perfs (6) b Use 2.0 feet for on n�� else.
���_.l sqft=�perfs = �.� sqft/perf MANIFOID LOCATED AT ENO OF PRESSURE DISTFIBUTION SYSTEM
7. Determine required flow rate by multiplying the total number of
perforations (6A) by flow per perforation(see figure E-6) ��
�perfs x .5�o gpm/perfs =.��gpm '"�'°"
8. If laterals are connected to header pipe as shown on upper �,,,,�°�'-�
4i��waT[—�
example, to select minimum required lateral diameter;enter ,,��'"` '�"�'""�
figure E-4 with perforation spacing (2) and number of perforations ��`"`M
per lateral (5) Select minimum diameter for
uroo.w renraurco•�rc urc�.�s ron
perforated lateral= inches. .pEgS,�E o,sip,.�t��, W MOUND
�rcrauno n.snc rrc
y. if perforated lateral system is attacnea to maniro�a pipe near `L,�„�,,,,��,,,• ,�,„��
the center,lower diagram,perforated lateral length (3) and � '�"�°":�"�;`�;`� .. �""`�
Y�nao
number of perforations per lateral (�)will be approximately one ,�.��.;�,�,�.,,,�,„ •�n
half of that in step 8. Using these values,select minimum '°• '-
diameter for perforated lateral = '�_inches. � `���`�"�
..��.. a u�„�
�
,��*to rr..-
d K .v+� �
����TM
I hereby certify that I have completed this w�ork in accordance with applicable ordinances, rules and laws.
�� L7"� � � (sigr►ature) 3�y (license#) a- ►y —t7 I (date)
G. MC�UND SLOPE WIDTH & LENGTH Landslope > 1°yo slope
(landslope greater than 1%) o��r,. ,
1. Downslope absorption width = absorption width (F) �:;�a�a ba�g o�<: �
minus rock layer width (D2) . �,��;S�,d,�h ;; 6"Topsoil
�r.�.
�(�� �� ft- 1n ft = ��ft parallon �•� h �.� -.�.�
. Re�aictlng Lay.
UpsbveWidthkQC) Rock W dthrD2) �"'*'sbpe Idth(�2p
2. Calculate mound size ��
UPSLOPE
a. Depth of clean sand fill at upslope edge of
Abso � Wid'th•Sv�d(� �
rock layer = 3 ft minus the distance to restricting layer (C1)
3ft- ) - �� ft = I -�� ft
b. Mound height at the upslope edge of rock D-34: SLOPE MULTTPLIER TABLE
layer = depth of clean sand for separation (G2a) L�,a UPStOPE DOWNSLOPE
Slo e multipliers for various multi liers for various
at upslope edge plus depth of rock layer (1 ft) �� slope nbos SPope ntios
plus depth of cover (1 ft) 3:1 4:7 5:1 6:1 7:1 8:1 3:1 4:1 5:] 6:1 7:7
l . �ft + 1ft + 1ft - 3 - J�ft o s.o a.o s.o 6.0 �.o s.o s.o a.o s.o b.o �.o
c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.91 3.09 4.17 5.26 6.38 7.53
? . b� (see figure D-34) Z 2•83 3.70 4.54 536 6.14 6.90 3.19 4.35 5.56 b.82 8.14
3 2.75 357 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86
d. Upslope width = berm multiplier (G2c) times
4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72
upslope mound height (G2b): • 5 2.61 3.33 4.00 �.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
� . O� X � � � ft =.�_ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 526 7.14 9.38 12.07
DOWNSLOPE 7 2.48 3.12 3.70 4.Z3 4.70 5.13 3.80 5.56 7.69 ]0.34 13.73
e. Drop in elevation = rock layer width (D2) times 8 2.42�3.03 3.57 4.05 4.49 9.88 3.95 5.88 8.33 11.54 15.91
percent landslope (C5) = 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 ]3.04 18.92
J� ft X � % = 1�� _ � � it 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 70.00 15.00 23.33
f. Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.19 11.11 17.65 30.43
sand for slope difference (G2e) at downslope u 2�1 Z.�o s.�z 3.99 3.80 a.os 4.69 7.69 �z.so z�.43 43.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
� • � ft + , � ft = y �3 ft
g. Downslope berm multiplier based on percent land slop ,
S. � � (see figure D-34) - � �
h. Downslope width = downslope multiplier `I UpslopG Width(G fd)
(G2g) times downslope mound height (G2� y�' � �
r .�/� X y ' � ft = �1 ft m Rock Bed Upslo e Width(G2d)
`� � Ups�lqpe Width(G2d) Width(D2) �� .
i. Select the greater of Gl and G2h as the � ' Length(D3) �.,u f`
downslope width: a. � ft F'c Downslope Width(G2i) �� E�
AbsorpNon Width(F)_�Z �
j. Total mound width is the sum of upslope ��
width (G2d) width plus rock layer width
(D2) plus downslope width (G2i) Total Length(G2k) /J � f�
! 1 ft + /o ft + ��- ft = ��ft
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
/� ft + � ft + I l ft = ��D feet
�, =� �� `�`� �' �S " � Final Dimensions:
'� � x _/v `� A�� `
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
i �_ :'
L'�----�/-�- �J_-� '. (signature) 3� � (license=) a -) �-1 -U ) (date)
� MUUND DESIGN WORK SHEET (For Flows u to 1200 d)
A. Average Design FLOW A-1: Estimated Sewage Flows in Gallons per Day
num er o I
�'stimated � gpd (see figure A-1) bedrooms cioss i cios�n ciass nt cioss�v i
or measured — x 1.5 (safety factor) — gpd 2 300 225 t so �
3 450 300 218 ofthe
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 � 294 in the
6 900 525 332 Class I,
I-��So � �-��-�no allons (see ure G1) � �050 �'�o s7o u, orm
g �g 8 1200 67� 408 columns.
i
C. SOILS (refer to site evaluation) C-1: Se ticTankCa acitiesfm¢allons i
Liquid capacity
,� u Number of Minimum Liquid Liquid capacity with W��disposal&
1. Depth to restricting layer = _1� - a, � feet Bedrooms Capaciry garbage disposal lift inside
2. Depth of percolation tests = I a `� feet Zo�ieS: �so �izs 15�
Ld��� 3or4 1000 1500 2�
3. Texture 5 or 6 1500 2.'.50 3�
Percolation rate •�o•o mpi �,a o�9 Z000 '000
4. Soil loading rate , �t S gpd/sqft (see figure D-33)
5. Percent land slope %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
� SO gpd x 0.83 sqft/gpd = (��,a sqft a ��`°�D=���'�,
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR
0.83 sqft/gpd x 1 � gpd/sqft = �o ft Mound LLR
3. Length of rock layer = area= width =
c���' sqft (Dl) = i o ft (D2) _ (o� ft < 120 M P I < � 2
E. ROCK VOLUME > 120 M PI < b
1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock
�!�- sqft x 1 ft = (�,�cuft �
2. Divide cuft by 27 cuft/cuyd to get cubic yards i,
(.�� cuft = 27 cuyd/cuft = �_cuyd i
3. Multiply cubic yards by 1.4 to get weight of rock in tons
a S cuyd x 1.4 ton/cuyd = 3 s� tons.
D-33: Absorption Width Sizing Table
F. SEWAGE ABSORPTION WIDTH PercolationRate LoadingRete
in Mmutes per Soil Tcacse Gallons Absorptwn
Inch per day per Ratio
MPI wro foot
Fester than 5 Coarsc Ser.d 1.20 1.00
Medium Sand
Absorption width equals absorption ratio (See Figure D-331 '�°�"'ys`°
times rock layer width (D2) 16 io 30 �. - o.�o z.00
31 to a5 Silt Loa.-� 0.50 2.40
�.�� X �� ft = a c�. ft ae�0 6o s�,ar a,� o.as z.6�
Silry Clay Loam
61 to 120 Silty Qay 0.2a 5.00
Sandy Cay
I�.
Slower than 120'
•Sy��em duiEned for ihrx wil�rtun be aLer or perfwrncce
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_�BYy1 : ��ux�t n�..i S s�-r " � PR'J?ERTY OF=�u�'���5� 1101-��
BPelcolotion Tests Scale= � ' 5v
�� �o��� � b�ev�-(g�� )�L __ - lo c�S o9�- .
___ . ySoil Bonngs ----------.--------- — y a�-1 S L1�1�Y'��I1� L�.
�BenU: Mark C7�n�S O M 5� . }��c�.S , !t p,
- - Note= This system is to be constructed to meet
� ihe M4nneso�o Pollution Confrd Agency S-P TEST/NC'i /�VC.
- - Chapter 7080 & Local Ordinance � �
' Devqned By: ��--�. :7��!= ---
Note : Check al l underground uti 1 ities Do:e �/�/21, �r�.6i2-497-3566
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- PLA�J V�'�W /,SsAv� �5�.� �— � e,�
SET- BACKS I 1� i /O' L �S �
HOUSE � �
Syslem must be�
Tonk a�� from property lines X - SF�-r� �t� C���Sr-�� w�o-��_.
��'� ������ �i' from welis
W�'�-n�T ?` from b'dgs.
'��yp�� Treotment orea =�from lokes , �i s4rEams��p5
. Treotment oreo a�� from property lines � NOTE�Power supply ond switches must be locoted in o
' Mlkl?a't`�4NAt1[.�,.yo� /DD �from we!Is'�"�`'�"�""''S° weather proof encbsure outside the pumping chamber and manho(e
� C�RGCF�tL ia"..,�.. �
:,� a�_� from b!dgs.
" � �� �from trees
ii , , � — � SOIL BORI�G ELEVATIONS
zv min. ' � t � I� �I
_30�_ � � TH.'I EL.-55'c�.3 �'�!o - �i�'lo.�
� � '�da.su I
Tank � - �o� - 9�e�% TH. Z EL.5�:3
Ta nk TH"3 E L.-�•o
_Drop to Tonk � "� PRESSURE DISTRIBUTION MOUND SYSTEM .�.h••� E�. 9 � �
Min. I"to 8� �p�mping TH'S EL.-�=a��
Max.l��to4� � ���Q -rp���s ���q�Loc�J Ch�mhP� EI.EVAT10V ot PROPOSED PL�MPING
4�to 6��dia.pipe CHAMBER- �s�ug�,�� ��t� o
cvSTEM DESIGN -MOUND �ti4os�� ���-���-no�-97�.��5
'' �.oW�s� �Lne�- `�'.•'.-.'-:
TYPE-�, 5 gEDR00M , Ave�oge percolation rate o�o min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
�S� gal./doy x.83sq.ft�gal.� sq.'t.of treatment area �10% =So�1,sq.fi. (.= IOft.width=�ft.lenqth of bed area�side slope run�to i x�heigh�= �_fi.x��ft,lawn•ar�a needed)Ac��
Clean rock needed- �sq.ft.treotment area x �•� � de ih of rock= ��� cu, ds,(3/4�to 2l/��dia. includes 2��of ruck above �
P cu.ft=27= a� y , P�Pe) ���. s�a�,Q 4�-1u- J. y
��� Clean sond fill below rock needed 3�� '
c.vqs�o cu.yds. opprox. , sondybom bockfill a�a.yds.opprox., topsoil 6� �.�cu.yd._�AMM^�Na -to Rdp yo�o -f� -{oQso,,.._ / �.S L�.��s
Number of ianks re ired� Ist tonk� ol. 2ndtonk D�v ol.minrrxms . - - - ���"�od5���1-L-_ �" F�r�.�L�
� � 9 , 9 PWs P�1mP�Nu LH�mpE.� —
Pumping chamber capacity- 25% of daily sewage fknv of ��v ga1.=1��gol,+reserve sloroge of 15 Oc�],/B� �S'.J gol.+pipe boc}c dro'�noge—
of�� gol./IOOlin.ft.of � Mdia. supply pipe, lin.ft.needed_.` � � � PROPERTY Or� Q�'����'��-� 1-�01 {�
, L gal.+manifo d�gol./IOOlinft of�-'�dia.pipe, I'n.ftneeded 7 , Z-- gol. .' �'�S � �,4,�,� )� �� .
total capacity needed ��S`-_gol.(plus area for pump) us� rn1 n. 1 z-.S� 90,1.ca P.
O���--�b � . �" 1:�, L,� ,
: , Distribution pipe ���dia. , 19� lin.ft., ���dia. perforotions 3� ��ap�}
. , Pump s¢e �1 a�.hp. (pumpoble copacity�goi. 4 cycles/day) y SE� )� � �..{��o PQ.��s ���5e���U� 39 aa,\ ) },-„ r
. Nole � When cortslruclin bed .- this areo shoul0 be sho ed � S—P TEST/NG /NC.
9 � P Note= Oistonce irom treotment oreo �o ne�ghboring v�its— I ��i -'., `;,
to divert run-off from entering treatment orea. ���Ts"---!?-��=`�° •�'i�>>;1 jvv ' � Desiqned 9y� ,- __ �. _u -:- -'---
. _ _ _ i oo�e� aii�.i� , PN. 612-497-3566
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ,��-0�. ��
PERMITNO. P y 5�.v COMPLETED 3'�1-b�= �,�.0
ADDRESS ti a4�� L��p P ew�� �t�'Z
OWNER �or, A\'t- '�'^��� CONTR. T"�-k �oc��
TELEPHONE N0.
� DESCRIPTION _ �e U�"`•C:. ��c��\
LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 PTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL \/ 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU�VES_NO
� COMMENTS:
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� BEFORECOVERING PERMANENT
C;CORRECT UNSAFE CONDITION WITHIN HOURS. ,- pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 2�,�iours in advance. 249-4600
�
OwnerlContractor on site: "�'� `��C� e-
Inspector. ��'C
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN /,
INSPECTION NO C SCHEDULED I("'�"'t�i � f�'—�v
_k�����
PERMIT N0. ?-� COMPLETED ��—��'� __I���
ADDRESS ���� L�• ev''^� �
OWNER CONTR. ��fi�'�t-
TELEPHONE NO.
� DESCRIPTION �t.��'�� �_ �CIL'�t
tL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SE�VER HOOK-UP 06 PROGRESS
� 07 DEMO—SITE �EPTIC MAINT. 21 COMPLAINT
� 07 DEMO—FINAL �5 EPTIC INSTALL. 22 FOLLOW-UP
4Qi 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Q OWNERICONTRACTOR TO MEET YOU:__YES_NO
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� �� CORRECT WORK&PROCEED f:1 ISSUE CERTIFICATE OF OCCUPANCY
O i 1 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALI INSPECTOR CITATION ISSUED
�1 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
OwnerlCont actor on site:
Inspector. �� '�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTI�/E' SCHEDULED �iw��i �'': Q
PERMIT NO. YJ�e"�� COMPLETED ii—S-O\ 1�'�3
ADDRESS �,.--�.��1� �� '(�C,�y.,�-, ` �`;
OWNER CONTR. ��'"�'t';1� I`,����i;7fL..
TELEPHONE NO.
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� DESCRIPTION �� D °C `--
ly� 01 FOOTWG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: � -� ��--SU �v��S '�'A� S
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� BEFORECOVERING PERMANENT
❑ 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. 249-46�0
OwnerlContractor on site:
Inspector. ��
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ��-% ": � '`'v `'�
PERMIT NO. P���'� COMPLETED I� '�� 'o Q
ADDRESS f'f'Z'-j'� 2 1�. :��`�,.,,s; I_f�
OWNER CONTR. �1 r,��L
TELEPHONE NO.
� DESCRIPTION �'�� "' ``
lV 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL (�EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 P�UMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS:
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d WORK SATISFACTORY:PROCEED . PROJECT COMPLETE
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W C� C RECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ` CITATION ISSUED
Ci INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
OwnerlContractor on site:
Inspector. '� 1�
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