HomeMy WebLinkAbout2002-P05665 - septic % PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway- PO Box 66 P05665
Crystal Bay, Minnesota 55323 i Permit Type: Septic
(952) 249-4600 Date Issued: 9/25/2002
SITE ADDRESS: 405 Old Crystal Bay Rd S
LONG LAKE,MN 55356
PID: 04-117-23-24-0004
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: $ 00.50
APPLICANT: Kothrade Sewer&Water OWNER: CAROLYN KOZLOSKI
12059 Whitetail Avenue 405 OLD CRYSTAL BAY RD S
Hanover,MN 55341 LONG LAKE MN 55356
THE , 0 E' IGNED HEREBY REQUESTS PERMISSI oN TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND GREE. TO DO AL WORK IN STRICT o•MPL 1ANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
M *II SOT. B /DIN D ' I IRE 0, S.
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' ° 1 4' • ,,, '9,e r)ma,-(-- COS-)
\• •PLICANT EE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-File(Siznitures Required).1-Applicant, 1-Monthly Reports, 1-Assessin¢, 1-Finance Page 1
i 4
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS
ds 0 1 dys+ -ec( f 120S .W)
Occupancy Type: Residential X Commercial Other
Permit Type: New or Replacement System $100.00 (.5 '/ 00.DO
Repair Existing System $ 50.00
('ranks or Drainfield)
$0.50 Stite surcharge added to above fees 100,e 0
* See fee schedule for non-residential permit fees
Owner's Name: Nb l Phone Number: `�SZ' T% ` I lsc
Mailing Address: �IO�/� Id Cry rz � r S• City: Ornn0 Zip: 5S3S7p
Contractor's Name: ISO . ram-S'etwe r (i —v Phone N mber: "7co 3' 894710 a-
Mailing Address: /40S-9 (,()h,',i LOt,,ti� City: 2✓Zip: $-S�3cLI
*** DO NOT MAIL P4YMENT WITH 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 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
Agency(MPCA) Septic System Installers 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 installatioi prior to covering. For mounds, inspection is required after
rough up but prior to sand lacement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify p oper final cover depths and to verify that all pump stations
(where required)componen s are functional and comply with codes.
5. Individual holding 1M1PCAInstal ers License shall be present during all inspections. A 24-hour
notice is required for all inspe tions.
I
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
A/ 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) /-/sem gal. 2' T-/SbO g 1 3) gal
Cabo ro
B. Pump Station(if required)
Pump make&model Good AS WO 15- (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make&model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches:
C1 e S i - 1 �4 1-►�1C .
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. it
Manifold Pipe Diam. ii
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby appl to the City of Orono for issuance ofa septic system installation permit,
agrees to do all work in str. t ac'ord. .ce with or.'nances of the City and the regulations of the State
of Minnesota,and certifie' that. 1 s:at•me is m.• - on this application are complete,true and correct.
,+ /
Signature of Applicant 0 01 Date: q 1,. 1 bd
I
MPCA License No. C q
Staff Review: Approval X Denial
Reviewer: 4 Date: �' -� -d�
Reason for Denial:
1 .
City of Orono INDIVIDUAL SEWAGE
P.O. Box 661 TREATMENT SYSTEM
Crystal Bay,MN 55356 OPERATING PERMIT
(952) 249-4600 APPLICATION
Owner's Name: ( # L b-k 5\41 Date Issued: '7- 3I"D
Facility Name: Expiration Date: -7-'1 —01-1
Street Address of System: 4 0 ' Q'. 6V-493141.. f R-o 14'b. S
City/Zip Code: erlitt9 1-ko M1.G. SS"3W'S
Telephone: 71.3 -5i-1-1. - 7 l ci?
1. Detailed description of the Individu Sewage Treatment System, its operation and
maintenance requirements. Include 11 manufactures' recommendations for installation and
maintenance. Attach all copies of de ign specifications, calculations, site evaluation, and
service contracts as well.
1. = .. .4,� 4 £t . '? O.0 Scan - • - ,r.µ
tion t.iJA 1 i i-i-k , --I lvnie,VosA,.Lv -Co ,a. 1.,‘4.4‘..:1‘.%.1%4 t.)- i.e).
ofrkercectme.k.ipc Ais-caw► . - wyfJA, La ACJ Vi-s( 'T-I1 F1 sou w['P (.i4 ovrair
-Pawn>vl..3v 'et) 14- av ,6s=w4P AIX. 13/eyQ. loo w.Pr, -11.V.S.
S.(G►w► ul,,A. ► A i a.-`1 -re 1% II - LTJ • -to wt6-05‘.Xsokm
SOIL.
2. Performance requirements and monitoring frequency: (*Parameters require annual monitoring
at a minimum. Other parameters maybe required based on the situation and list any additional
parameters not given in the table in the provided blank boxes.)
: iiiiiiimigiiiiiiimm
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„,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,„„„„„„„„„„„„„,„„,;„„„„„„,„""",,....,,,,"""",,,,,,„„„„„„„,„",,,,".kr INI1MigiiiiiiiiiiiiiiiRV:WARMgii!iiiiiiiiilaYOM:iiiiiiiiii li!!FligNIRFEEN
*Flow 4S eptijoi ,,I411 Daily Average Annually
*Total Fecal AVe.2000 RAm9 Annually
Coliform colonies/100 ml 141404.21 ,ht
of effluent
5-day BOD
Total
Phosphorus
Total Nitrogen
TSS
*Unsaturated lt, Annually Annually
Soil Depth
i -
1
1
Comments: vf. . c..-1.4‘.. 1.omel,-ev-v►1 -'vc, 1411a1k- "9rc�S 6 11.$
30 4am.A4S.
Person Responsible for Monitoring: S- V 11-5..T41iN 1441...0
Address: cI S 1e-- vm 1.4—, 9-tiE.
City/Zip Code: -<• )4111 .1-1' 011/1 5-537(.
Telephone: 71i 3 — 1.°10 = 3.cti Co
Signature of Person Responsible for monitoring: o.
fi---" ,
3. Maintenance Requirements: (Listadditional requirements for this system. Examples may
include Effluent filter cleaning/repl ement or pump and alarm components.)
::::,,p,,,,s,-..gram..;:vw,t rw.?..,;,:qi.. .ftsmp,N:n:ir*,::;'d,:r5:17r7enl:']' 'C;,r.Y.Vvrn::;SfiMRe:IMN
:.fif '•' c
Septage All septic tanks S 0 % t).Si1MO�l—'t-.0
Removal/measurement 01-k YS'
MO\-01\— 'I✓W Sewt.E Pet N-'-w v tiss, '4 to 1+10.
`i `fItKOVVO-NO Ig—11(4\-Art•frosigidi‘ 11 • ,‘— 1 '.?*. 'rS
VIP 41,a111— "Vr ?4-(4.QVAC> 611+r4.4 'Foy- 146ftePt4A-48. WPAD•v+., Como .
Comments: 514w41'1...e- I f.k. Q+,Avor" <ierc. 14S N 0 C,C. Se;* 6'c-
10 L.1‘.IT -Ct...0 1 1A. 611aorc1.Airekote. 50 .+00 14.1✓44...W 5B Jc, -rAAV
1>.. ... 'G3 'QQwA? -. L1 +G. . t,L.w.5 ' rG14 5V07-0‘c.w.....
Person Responsible for Maintenance; 5 11.4A-4c - w • g
Address: ciS1 '1<-Ar'*\ A-
L . l,•l"
City/Zip Code: . . Wt 1.- .Ala Al
Telephone: 710 -
Signature of Person Responsible for Monitoring: Ail /' 4 -- -
4. Mitigation Plan: (List any additional]component in boxes provided.)
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il
•.. 0$,6{ 8'8R M76£ wiF { �. :.'i�`8 � a • 8 A •��W. sA„3 }� �• a 0:�``K`,iE,d:
`•r. •. .,. '•.. 's• ..�e,.4• 'SF '?i`Fit .7.•i_. .. kY.•. `v .•.ov l/.N.....:.
Pump/alarm $-)a 4411, ,, .• S o n d° 100.j7-4
4CA-z eC8� S- 7 idt1� 11 5t�e®�' +
-f%w I 11 1 30`�
1
Comments:
Person Responsible for Mitigation: OU)-¼ ' GA' ' -1 IL o Z LOS
Address: Li 6 S DL'S) 4-0 •
City/Zip Code: D+"-b''14) 5 "3-(�
Telephone: L.3 S u:to — ')
Signature of Person Responsible for Mitigation: .. ,_ .t�AIL
5. Reporting requirements: All monitoring results collected during each year shall be
summarized and submitted by expiration date of the operating permit to:
City of Orono
2750 Kelley Parkway
P.O.Box 66
Crystal Bay, MN 55356
The person conducting the monitoring and the owner shall sign the annual monitoring results.
All sampling and laboratory testing procedures, if required, shall be performed in accordance
with Wastewater Standard Methods.
6. Noncompliance:
Violation:
Remedial Action:
Notification:
I hereby certify with my signature, as the Designer, that all data for the operating permit
application is true and correct the best of my knowledge. I agree to indemnify and save City of
Orono harmless from all losses, damages, costs and charges that may be incurred by the City
because of my failure to comply with the provisions of this Ordinance.
Signature of Designer MPCA License # Date
SrS 1 SL►a-yX51 1 4+,o s-itt a t-14,93 5toce,
Printed Name Address Phone Number
ST• v� t.t.AA r-ft... ✓N g5-376
I hereby certify with my signature, as the owner of the property where this system is to be
installed, that it is my responsibility to maintain an annual operating permit in accordance with
Orono Ordinance No. 199 and MN Rules Chapter 7080. Orono ISTS Permits are not
transferable and any subsequent owners must apply for new operating permit with Orono.
i, ,� .r . r(tr-dyl l(OZl osk
Signatur-/•f 0 - Printed name Date
aVZ.ffs.e.".. 9 -Irk_t;Z C: —1 InS9ec►-,,,r
Application reviewed by Date Approved or Denied MPCA Reg. #
_ „a --f - . _ ___
MILTIFIti
Treatm
A OMWa,or ent Systems.Inc.
1 IN ALLATION REPORT t
DATE INSTALLED -tv •.6 % t""O ' GPD SIZE 5 0 0 SERIAL # I(p 4 9
OWNER/USER G L.s 1.1► Ito Z F.DSIL 1 PHONE # <3 ‘7..• • 4') L.- 9'13 s''
ADDRESS: Street 40S b 04146•0401.... Titer %Zoo,
City 401TS4C) county 1,4,10.4A4 , State NI N Zip Se 3Ap
LOCATION 6-014%. L'44`'a' VM os
DIRECTION: 01.E vr. tKA L; it,tit gam` --545),. o . Vs it 1444.)V I- a Looser S»
&9 1* of -ofa`A.(.,
MULTI-FLO DEALER 5U41' telco r,ujmice, Wierfoog. PHONE # I)(®3 - 41') -3' le(,.
ADDRESS: Street Q g% 16144.(wN ict, L.,• )•. r
City �. M1L.14* County 1wNR-11a1 State M �` Zip SYS,'NQ
'VAA�w14 O6. ) H1%14.0• 0 t S N l=416•11r 40.CO..14,412%444- t O,
APPROVING HEALTH DEPT. G)-{,4 O O',¢p ►S.0
ADDRESS: Street '4?o. 'SAO A lett!
City c. {S-si . 8*,-{ County *04.1W, . State Al y1 Zip .54°3�3
SITE DATA /
TERRAIN: HILLY FLAT V LOW
TYPE_.OF DISCHARGE: SURFACE . DIRECT._INTO . .
SPRAY IRRIGATION RETAINED ON SITE /
SUBSURFACE ✓ , - # FT. FIELD LINES °)OO SO.,Pc
V?moi.
FACILITY DATA
NO. BEDROOMS 3 NO. FULL BATHS Z NO. HALF BATHS
DISHWASHER V1 GARBAGE ISPOSAL WATER SOFTENER I/
ESTIMATED FLOW PER DAY LiCa
OTHER DETAILS AND INFORMATION: lAirocict9¢444 I(1-?A1.e, 5 q b-cow S ).O.►o).S' S FaG4^ow.
. J "-_ �ti 'i _.7 ' -A_ !r •.'_. _ 1. r-a,r 1 t� i l H{t�1s��F�+O
A /Soviet% I' Z�rmt%N.1.V e.%.0 . -iv A Sart 5 GI SIC. SISVPtdrL,+G ' 46K-v.
ELEVATION EFFLUENT DISCHARGE LAYOUT - AERIAL VIEW
(Stow Location of Facility of Plant Installation)
-1401.1S17
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,�LD Please return to: Consolidated Treatment Systems, Inc.
MIIYI 1501 Comaerce Center Drine
Franklin, Ohio 45005
ADivision ofConsofldatedTreatment Systems,Inc. (937) 746-2727, Fax: (937) 746-1446
.. . Autnorizea UISIrIDutur rut
Schirmers Wastewater Treatment Systems, Inc. 1111111TPIFIO
951 Katydid Lane NE . S .til hael, MINI.55578 • (763) 49.7-3566 ,AERATION EQUIPMENT
FAX (763) 497-5011 :SALES & SERVICE
GENERAL INFORMATION
OWNER G Y:--(72, 105Y-1 RESIDENT
ADDRESS 14OS DLA 6C s✓446r' ) fl COUNTY P4J
DATE OF INSPECTION 1 a.•- 4 -O3 PHONE���" 97'
UNIT INFORMATION
TANK NO. / TYPEOFTANK Sd 0 NO.OF MOTORS ) SER NUMBER )a`84 9
CHECK LIST •2 O 0
Item Dc Per, Soecs. r'Need Attni 2
Take Mixed Liquor sample L. L-� G ®(.6.\O 0 O
Cheek Alarm System _ ® v
Turn Off Power ,��( O � I � 0
Rinse Surge Bowl -�-�V 1 ` O O
Inspect Effluent Quality V tiI...44�!" ®C$
10 /0\ �O 6
Vacuum Weir and Filters �" O
Wash Filters
Inspect/Replace Top Gasket
Inspect/Replace Bottom „ �� o° ® o '°
Inspect alarm Sensors O O O ®
Inspect Aerator
__,,,,) .......................... ............. •
Turn Power On
CORRECTIONS RECOMMENDED: REPLACED FILTERS It
florl ,01' REPLACE EXPANDERS II
• COMMENTS
TESTING INFORMATION .
IN FIELD TESTS TESTS IN LABORATORY •
PH TEMP._ B.O.D. 1 (� y(o3
D.0. D.O.
C.O.D. _
FECAL COLIFORMS I9c t ck.ttip° rpt-
SETTLEABLE SOLIDS % `-- SUSPENDED SOLIDS
• 4,.a------- LICENSE NUMBER 3 c1 s
SIGNATURE OF SERVICE OR REPAIRMAN •
• WHITE/Health Dept. YELLOW/Billing File PINK/Maintenance
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CITYofORONO
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.\\,,,‘,.t �A/' Municipal Offices
•� ` '`' +';°.`��� � Street Address: Mailing Address:
�EgH 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
September 18, 2003
CAROLYN KOZLOSKI
405 OLD CRYSTAL BAY RD S
LONG LAKE MN 55356
Dear Ms. Kozloski:
This letter is regarding the Performance septic system that was installed this summer. We still
need to schedule a final to make sure the pumps and alarm are working. We also need to make
sure the disturbed area is reseeded so ilt does not wash out next spring. We also need the
enclosed operating permit application filled out by you and Steve Schirmers. Your septic system
is not final until this is filled out.
If you have anyquestionsplease call e at 952-249-4600.
�
Sincerely,
19Y1rACc 11\5t< W1‘4\----
Matt Bolterman
Inspector
Telephone()52)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
SEPTIC SYSTEM APPROVAL
Iv 0.4 .
o ,
oORONO
COM,
>:„-,r �, CITY of ORONO
��,',i ,'qq yq� �& Municipal Offices
C
t > ., , :\ ,0, Street Address: Mailing Address:
'9$EgnjOV' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
'763 _
Owner (4c of yn k6 . I05 ,.. Phone (Home)474-913c(Work)5i{6--17g 7
Address LOS' Old (c y Stat PAy o S City State Zip
Site Evaluator S>m.i t. Sc1.:t-kr) State License# 63.7 Phone# -761- 4 ell-3 St
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 45-0
No. Potential Bedrooms 3 Slope: 3°"O
Depth of Sand: Upslope: DovVnslope: Soil Sizing Factor a.0 U
Perc Rates P-1 7.5 P-2 6 P-3 5;7- P-4 3-`i P-5 P-6 P-7
Restricting Layer Depth B-1 Dg” i3-2 3i" B-3 3'1" B-4 36" B-5 B-6
Type of Treatment System:
Standard Alternative Other Performance X
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System X
Holding Tank W/Alarm
Septic Tank Size 1500 (o.4c' # of Tanks I Lift Tank Size I CO v 3- 00 9• M°l :-ch.)
Pump Brand GPM d1S d- -13 Head 4 1 y
Treatment S stem: ' Z I Z
Minimum S/
°O Square Feet with t D, inches of rock below pipe
Mound Bed Mound Treatment Area
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(952-249-4600) 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 granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF AI41Y KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED K DENIED By the City of Orono subject to existing regulations and
the following conditions: -wc net.() Gr. dr(4 r.. Jet 3- —. -11,; MI-N.
— S `S 34-c- Ct-\-I ^\IArr.,4rvt. f t•...
f c\ t . S-131S-131-k....kdf. frittr
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--,,..c.vs 1,11 - r-a'i t c) r-6 t t. Sri, Co4.1-.1( :5 r\e 4 te..) .
By: �+C f ' j - _ -1 S/da
Matt Bolterman, On-Site Systenils Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
S-P TESTING, INC. 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 23, 2002 CITY OF ORONG
17#.1-At' • 1,
�*w c OVUM
$.1S-o
Carolyn Kozloski Mme-- iatumarne
405 Old Crystal Bay Rd. So.
NW 61101110111
Orono, Henn. Co., MN
iri eploah
assqsdalacrodikeilla
This site has an existing on-site sewage treatment system which is surface discharging
septic effluent. The system is classified as an imminent health hazard and must be
repaired or disconnected withifl 10 months.
This site has very limited space for placing a new system. Soil probing indicates a
mound system would be neede , but there is no area available to place a mound
system. A Standard system under Minnesota Chapter 7080 rules cannot be installed.
The proposal is to install a Performance System under Minnesota Chapter 7080.0179
rules for a Type 1, three bedroom home. The system will be a pressurized seepage
bed with 12" to 18"of separation from the bottom of the rock and the seasonally
saturated soil (redox features). A Class 1, Multi-Flo Aerobic Wastewater Treatment
System which is classified as standard under Minnesota Chapter 7080 rules will be
used. The highly treated, filtered effluent produced by the Multi-Flo is over 95% free of
the normal sewage contaminants that cause the progressive failure of conventional
systems. The unit will be a 500 gal/day. A trash trap is installed in front of the Multi-
Flo. The unit requires to be serviced 2 times a year which will be done by Schirmers
Wastewater Treatment Systems, Inc. A 2 year service & parts warranty comes with the
purchase of the unit. After that time, the homeowner is required to carry a Service
Contract at $125.00 a year (2002 price). A report is sent to the homeowner, city, MPCA
& Multi-Flo yearly.
Approval will be needed to be 10' from the south & east property lines with the system
and 10' from the south property line and 15' away from the house with the tanks.
To install the Performance System,,approval will be needed from the local unit of
Government. An operating permit is required by the County. The permit will need to
1
t
II
include monitoring of the seepage bed for hydraulic overloading. This could be done at
the same time the Multi-Flo IS serviced. Lab samples will be needed to test for fecal
coliforms, recommend 1 time\a year at a cost of$75.00 to 100.00 per test.
Theist tank will be a 1500 g Ion trash trap dosing chamber reversed using the 500
gallons as a trash trap and the 1000 gallons as a dosing chamber (pump #1) which will
dose 9.3 gallons every 30 mi utes to the Multi-Flo Unit. The effluent will flow gravity
from the Multi-Flo to the 1500 gallon pumping chamber (pump#2) which will pressurize
the seepage bed. The power upply and switches must be located outside the
manhole and pumping chamr in a weather proof enclosure. A warning device must
be installed with a light and so ind device, this is in case of a pump failure.
The mitigation plan is to move he well and add additional drainfield if hydraulic
overloading would occur and a so by using the 1500 gallon pumping chamber allows
the effluent to be stored during peak use and pumped to the system during low water
use periods. A timer could als be added to reduce the amount of effluent pumped to
the system.
A water meter will need to be installed to monitor daily water use.
The soils at a depth of 12" have percolation rate of 7.5 mpi.
All neighboring wells are located reater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of tte proposed treatment area before and after
construction. The treatment area Should be marked off before construction. This
Design is not valid &the system 011 need to be relocated if failure to protect the areas
proposed for On-Site Sewage Tretment occurs.
2
,
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Recommend to divert the water softner also. Garbage disposals are not
recommended, due to adding more solids &fine solids passing through to the system.
Excessive amounts of soaps, anti-bacterial soaps, cleaning agents, shower cleaners
used every shower & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. The trash trap, Multi-Flo and pumping
chamber will need to be pumped out when the setable solids reach 50% in the unit.
This will be determined at the time of the services.
is swat eisammit
Steven B. Schirmers 1/1111=4
Wim ,
3
MLS _-cI — ' 1..v boo•-,1. 'b,5-t.-1'130-t')o)-4 . 1'-
o141,.,1 430,z. - (43" I1)'Lo7a"n114. 'c:1eac.-- °L 5a.4
'1 S* - N.4 it-1‘.,14- -`EA.`_� 3) �� 1�i4_t.)_)-5,.1---c _t514 1 LO N,>o.
lx-iz Ary E -co ►►x�., )>,+.V l•C•�7 '•i u 5" crcr4.1�-•ll� �._3(� _1'�iY'i-'S- - u��o),A.___ prc.,'F)��
vi `' 0,11‘....51. 1 i _ 19 314 '�-1 e- .°(pis
)(-11)401CrS' 00. 4_''V4'S __'IS S1yd ,(1.4 = 100 tu.'yv -)
�-k1N"FI)-t-b__. .' 4A_' - 37.51bs 'H8•) P a .o
11'_)..••.___f:••••.^ ._t.}Ay_ 'S C V '1 r ._ -4 rh
n1s-Sof., `� S(y i - - 0• A,- r-,
18 - .? r)
' -
SET- BACKS �.s ��ti`}�.�
9�.7 -3 S '-
.,.`1%,44>,,,,,c-1.11....a
HOUSE System must be: _
Tank ' from property fines is v r ��xk\._ 0
1 ' P\-I1 >. V1-' f ---
.5c1 from wells
ao from•bldgs. -w 41 .ov AA— Co )S 1
Treatment area —I from lakes, _'streams
Treatment area �2 from property lines >�•o< r� o1v,aA-f-og )0'
- elatitro+.. . _�4x.l4." L22'from wells s „c" so ll'4 s�
134CKFre- t_ aLfrom bldgs.
I 1=1►1 L'from trees ate:Power supply and switches must be in a weather SOIL BORING ELEVATIONS
)11..F.-vv)-F-- . proof endosure- Outside:pumping chamber pin 0i'c.- Sc '..,
min. -_ • NE ---------� 9 e. -to ola.co
THI EL.-9°3.10 9').`3
�,os�►�b = --a.. pe:_-___; �- 3 1 Le3 %sk,pe
oW °°°�+� 1eonk Tank 13 N TH"3 EL.- 7 9 to '`�
Dcdp to Tank S " *)%-11.-s�- TH 4 EL-�lai•C7 9l.-O
Min:l"to 8' - Pumping 9'6.3t-st:.,-5-1-ow, Tkl. €k..-
Mi.rto 4'
• re ' fSiZ '. ELEVATION
at PROPOSED PUMPING
4"to 6"dia.pipe 1Sootp,>• a CHAMBER •
•_
405S8wv F1....0 _ 1.114_e
SYSTEM DESIGN 14-. N u,A 51e — °I-S,,
TYPE--j,3 BEDROOM - Percolation rote '• min./inch (design 3)-1-4.5-mit/inch) a"D s a• .)'a .
Treatment area required w/j' of rock filter material" +10% =90osq.ft. of trench bottom •
Number of tanks requiredL• , 1st tank)So o goL2nd tank - gal. ninimums
yr-1ril_ G4I-A-w\•g- 'P v S- -. 00.4.,)••.1'"'r6 14 '15-47 4Zr- )°°0 '?,1 mos i,►s\, L1a'Aw15*'C `.t.
Clean rode cu.yds. (3/4"to 2 V2"dia.,includes 2"above pipe) PROPERTY OF:(-X K-OU± 11-4,ZA-o51G 1
!o '11mOC=
Pumping chamber capacity= 25% of daily sewage flow of,ASO-gd.=9S•gait Reserve.stomge9 d.+ Pipe bade drainage gal= - gal.cop. yon SO. O`,V kN.e_1 - MnhL Po
. -c.v.,« �r+,.k „ . Ti--s a-QQ,,S)n a� efs 15 - ,S00 er.iu.p.
p�.�)..to t� >`-1 \kms U .6o.
- ( Reserve storage = gal/bedroom=9 i o•gal. t pipe bock drainage-IS gd./IOO6n.ft.3 pipe- length of pipe needed app__ft :_gal.)
Pulvh r yr ' Pump size 11 Z hp w/mercury float pump controls Seo 14 1 F' S , •- "13_.51 w,,.l._ _-
"F>,w)� ++•.5.. -_ _ I13 I l q ► )4 Li Li -s 1 J i' 11• S—P TESTING / .
- W i 111-#130‘.. Note: When constructing bed - , this area should.be shaped Note: Distance from treatment area tonei iboring wells— Designed By:. 1.-.---- �'
to divert run-off from entering treatment area. 1...,-"er.44-<-0.e.- -114-• //48.k 100
Date 2/x/0 , PH. 612-497-3566
3
g
Ido .Z Y1It
19.
.?
1
li
MX M x99. N
'2L'
in 20: 2-71J'3 93'
14' \
q&e\ \ 14-' -
I:////,c.IST 1N Ekak.LSE_ \ x A'4 7( (, 00 xwo.2_ '�`�
0 o 3 99.i 4Z• •V'L.--1190 .O
r N\ \
\
i. 2
� � — ^ B tat'an Tuts Scale: =ZO
x G`.wd Borings
l�' 99.4
\ - r4 0 Bench Mak
Q- 9 O. -
CaA(ZftbE 4 6'® (o' 9 8 7 r•99.4- Hole: This system is to be constructed to meet
's , F*Art,.,c. l the Mnnesolo Pdtu'ron Cor4'rot A„' ncy
\ \ ( ® -t�tixz Chapter r 7080 & Local Ordinance
X 92 3 z 99. ,Q ft- q9 q Check
e. all undrground utilities
4`4 9`'S PROPERTY OF: C oL`LI\D kO- QSKl
x
Wc9 .OL9C(Z�?ST�A�- ��- -
X 99.p
e�� fZ��1 Llrs AKsPRox,a a� 9'•1 0(1 oc.» ,,.� Co. r� l
e\raP n�.-uST gE 1,LI. Isz._._
S-P TEST/NG lN .
Designed 6y:_ - 61i. J
n_._./l 112/n7_ r).1 r-e _no7_-1.rigR 1
il
0r
1
'?'
.1%zz"----‘ -,-----— !
��' .MM-tom 51cE _Qi 1
E —'k T�-►'ctuXaZf�a .C*04 p
/ la.-.1 ,
1 \ F
2L Zn �, Z$' I' / / /27 r / S'
.r/ 1( la \ \ 4a,e, I/ ; / / / ��
0 x / ® / 'fes v 4 ..�1 �
j WxlsT� Homos~ I / ;4 / x p / ie x...Z
Q n � / /99.1 / i k --/(`�0 .O
N, N\ \
\ \ \ I/ / / / /
14' 2' 20' � / 98,9 2.( ' `t1;1 ' 1� -- A 11 r
/ z ,-T / I '& \�`x I ,� �— B P ociotanr Tests scale: L=Zo
Cotza6_bi� 1-°`"-''Y'' wi 4�� R ! \\ • -99.4 I Note: ilio system is b be constructed to meet
*a 1 °a.204' \ 1 NGmesolo Pbac�'.an Coc>�rd Agency
��� �, o �MS,*� \ I ? Chapter 7080 & Local Ordinance
rte® _ \t r \ \
1r o " % x I
Y��vs I sno ora p� .. I L--- �* E �, 8.2 .\4 ,, 99.2_ ®�"i- 49.9 Check all underground utilities
•
L\ - vv• s � - 35, ..- , ,
5oo�1 CASVr CSP x4 _'_ -
I000 5a 1 c7oSiY\,TY�1.1�L le_I__ 6.1 9xL,S 0---- S \
W 1.6•wI _ 17 O Z -ovsoN� PflCPEArr OF: C 1�c12-OL-`, --COLI O
x
yC v�`� A'LLI► ,•\'GiH,VS �Qv NQ�V,, .-‘-c Y�S 4os
94.0
',9,,w-,.., t494 5,01-S)rZ�SZ W.L E�. 12_-
Jor ' yY�ors )--- -0‘_._•-• —'F'--O 97.E
O V_c,, )c7 ___\c,( .1 .Co, 1-km\1
S-P TESTING/N .
Designed By t - 61TESTING
•
-
Do e:/2.Voz; PN_6Q-497-3566 '
TRENCH ANO BED WORKSHEET
1. AVERAGE DESIGN FLOW A-t: Estimated Sewage Flows In Gallons per Day
A. Estimated Li 50 • •d(see figure A-1) number of
or measured x las(8a - •ctor)_ gpd bedrooms Class I Class II Class Ill Class IV
B. Septic tank capacity ' 0 c./ a,a allons(see figure C-1) 2 430050 33000 218 of�the
e
u S f. t St,O 'vasal r44 t l-trvvtip, - - .0.\ 500,3„1-i'rkels, 4 600 375 256 values
-"014-V 4- /0019 'C)oSllab (-Week') ,1154- *--.1_, 5 750 450 294 In the
2. SOILS (Site evaluation data) 6 goo 525 332 Class I,
C. Depth to restricting layer= feet 7 1050 600 370 u,or III
8 1200 675 408 columns.
D. Max depth o system Item 2C- ft= ft-3 ft= ft
E. Texture ercolation rate ') •S MPI
F. Soil Sizing Factor(SSF) _sqft/gpd(see figure D-15)
G. %Land Slope % Gi:Septic Tank Can.dties cin gallons)
3. TRENCH or BED BOTTOM AREA Number of Minimum Liquid Liquid capacity with Liquid capacity
Bedrooms Capacity p ag with dil&
Bed
H. For trenches with 6 inches of rock below the pipe: lift inside
A x F= gpd x sq t/gpd= sqft 2 or less 750 1125 1500
I. For trenches with 12 inches of r k below the pipe: 5 or 6 1500 1500 0 2000
A x F x 0.8= gpd x sgft/gpd x 0.8= sqft 7,8 or 9 2000 3030 _ 4000
j. For trenches with 18 inches of r k below the pipe:
A x F x 0.66= gpd x , sqft/gpd x 0.66= sqft Fetor(ooll Characteristics> aand Soil Sizing
K. For trenches with 24 inches of r k below the pipe: Percolation Rate sou Slairta Factor
inlnutn per Inch sou Texture .quare feet/gadore
A x F x 0.6= gpd x sqft/gpd x 0.6= sqft cmpit perday(sgft/xpd)
L. For gravitybeds with 6 or 12 in es of rock below the pipe;e; faster than 04° coarse sand 0.33
1" p 0.1 to s Medium sand 043
1.5 x A x F= 1.5 x_gpd x sqft/gpd= sqft 0,1 t,,» p1'j Nand 1.67
For pressure beds with 6 or 12 in es of rock below the pipe; i to
30 Loam
_Viola. !'�
A x F= y So gpd x a. sq /gpd= 70 0 sqft 31sers_____- ..
46 to a0 Gay loam 2.20
Sandy clay
4. DISTRIBUTION(Check all that a ly) Cl yd'y
over 61 to 1�••• CV 4.20
Sandy clay
Bed (<6%slope) Drop b es(any slope) V Rock slower than 1 silty clay
Trenches Distrib 'on box(<3%) Chamber •u.estems for n dl
•Y y permeable awls
I Pressure Gravity Gravelless pressure dber%utlanor serial diaail,unon with
no bench a25%or the total system.
"soil oun 30%or mon fine sand plus very fine sand. cl C( ,`,
"'A mound mustbe sand.
5. SYSTEM WIDTH,LENGTH and I VOLUME `A"o°"'or performance system must be used
M. Select trench width= ft D-9: Soil Characteristics and Soil sizing
N. If using rock,divide bottom area by width: (H,I,LK or L)+M= facto
n for Graveness Pipe
percolatlon rate
urinal feet/
c;)(7 0 sqft+ ft= j lineal feet iminutes/irtchl soil texture gallon/day
Rock depth below distritrution pipe plus 0.5 foot times bottom area: Fater than 0.1• coarse Sand —
0.1 to 5 Medium sand 0.28
f
Rock depth in et+0 eet x A a(H,I,J,K,or L) i 0.mFine ysand
( /.O ft+0 )x 900 sqft 119 O cult 6 to 15 Sandy NL art• 0�
Loarn
Volume in cubic yards=volume in cuft divided by 27 331 to
Slit 067
Silt
I 1 C)0 cuft+27= LI 3 cuyds 46 t0 6o Clay Loam(CL) 0.74
SandWeight of rock in tons=cubic ya ds times 1.4
slower that 60'•' tyy�C,L
cls
`}3 cuyds x 1.4= (op ns Sandyay —
O. If using 10"Gravelless Pipe, FlOw(A)x Gravelless SSF(see figure D-9)
Silty Clay
'Soil too coarse for sewagetreatment.
gpd x linealfeet/gpd= lineal feet Use systems for rapidpermeable soils.
P. If using Chambers,H,I,J,or K(based on height of chamber slats)+ du h.vfnto oxgh a per lime sandf day
fine sand.
gh 'Sou with Too high a penmtage of clay for
width of chamber in feet(M) butallatlon of a standard inground system.
sqft+ ft= ; lineal feet , deatii.rair
T/7�ta-^°,wsa2,�,St ra.wc...
6. LAWN AREA �.�� . pi o
alt ,
sA
Q. Select trench spacing,center to canter= feet *"y� d"'`.�.q
R. Multiply trench spacing by linealjfeet R x Q=sqft of lawn area '" �
ft x lineal feet= 9 O sqft t-t - 'r x- ti-4t= 6-24•Rock 1)
A..,,,,�Y .tf.r,i 3/421/2" a
7. LAYOUT
Me mde,
`}
Include a drawing with scale(one inch= ,.C) feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house,garage,driveway,and all other improvements, existing or proposed soil treatment system,
well and dimensions of all elevations,setbacks and separation distances.
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
- P- •— (signature) 39 y. (license#) 9—a\--1 -O -2— (date)
1
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select number of erforted laterals n 12
p / Quarter inch perforations spaced 0 3'
tom'-i?s., t. 9 of:rack
2. Select pjerforation spacing= 3. 0 ft t;=z ji.-r,',:.e
an--,. 2,-,,
31-zt1"=tt Perf Sizin3
az-� >>+t=t �fotYkti.= S� PerfSpacing 115'-5'
6"-1/4"
3. Since perforations shoul not be placed closer than 1 foot to
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E-4: Maximum allowable number of 1/4-inch perforations
per laterd to guarantee<10%discharge variation
Rock layer length! -2 ft = ft perforation
4. Determine the number o spaces between perforations. spacing
Divide the length (3)by erforation spacing(2)and round (feet) 1 inch 1.25 inch 1.5 inch 2.0 inch
2.5 8 14
clown to nearest whole n ber.
18 28
Perforation spacing 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
4.0 7 11 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
spaces + 1 = perforations/lateral E-6: Perforation Discharge in gpm
6. A. Total number of perfo ations = perforations per lateral (5) perforation diameter
times number of laterals(1) head inches)
(feet) 3/16 7/32 1/4
perfs/lat x__1 ___lat= 5 8 perforations
1.00 0.42 0.56 0.74
B. Calculate the square footage per perforation.
2.0b 0.59 0.80 1.04
Should be 6-10 sqft/per . Does not apply to at-grades.
Rock bed area = rock w dth (ft)x rock length(ft) 5.0 0.94 1.26 1.65
ft x ft 90 0 sqft ° Use 1.0 foot for single-family homes.
Square foot per perfora 'on = Rock bed area +number of perfs (6) b Use 2.0 feet for anything else.
C'Do sqft+ 5' / perfs= /(0 sqft/perf
MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM
7. Determine required flow rate by multiplying the total number of
perforations (6A) by flow per perforation(see figure E-6)
perfs x : )y gpm/perfs= `-13 gpm `'� �
Mgr
8. If laterals are connected to header pipe as shown on upper
example,to select minim required lateral diameter;enter " T"`"00, ' °M "
figure E-4 with perforatio spacing (2)and number of perforations `"`"�d
per lateral(5) Select . ' um diameter for
perforated lateral= I �1 Z-
LAYOUTOF mCPCDIMINUTION
Pln RI MOUND roR
inches. PRESSURE DIfTRIfY71DN W MOUND
KRIOIYTIC PLASTIC Mf
9. If perforated lateral system is attached to manifold pipe near
�,�,,„�,
the center,lower diagram,perforated lateral length (3) and °'° Anker , 1a K""""�AW
number of perforations per lateral (5)will be approximately one KR,sas , TIOr M -
half of that in step 8. Using these values,select minimum .. wDw-4
diameter for perforated lateral= inches. 4D?,. a
„IRLL
„ �
d
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
g- 4X.__L_ ___I (signature) 3`,N (license#) `-)-a`-1-0 Z (date)
-
' ' . •: , . . ' PUMP SELECTTON•PROCEDURE •
1. D etermirte pump capa�a'ty: `3�^'��' *7_i -
A. Gravity distribution
•
1. Minimum required discharge is 10 gp t • •
2. ,Maximum siriggested'discharge is 4502n. For other' .
establishments at least 10% titer than the water supply rate,
but no faster than the rate a •which effluent will flow out of the •
•
distribution device. . . '
B. Pressure distribution ! "
•
See pressure'distribution work sheet
From•A or B Selectedpump capacity: $'• gpm
•
2. Determine pump head rquirements: . . MUL-s,-� .0o
A. Elevation difference between pimp and point of discharge? • • soil treatment systl
1 feet &p. 1. ar!
B. Special head requirement?(See figure at right-Special Head Requirements) • total •Ipe
' Ingt
feet ' .
inlet a1'
• 2A,deiffleevreatnicoen
C. Calculate Friction loss . pipes '
•
1. Select pipe diameter a in , 1 I ,
M001112. Enter Figure E-9 with gpm(14,or B)and pipe diameter(Cl) ` •°M'W° ''' n' ''' _ D
Read friction loss in feet per 100 feet from Figure E-9 ' Special Head 'Requirements
Friction Loss= ) . 1) ,ft/1 Oft of pipe Gravity Distribution 0 ft
3. Determine total pipe length foai.pump discharge to soil treatment Pressure Distribution 5 ft
discharge point.Estimate by adding 25.percent to pipe length for .
•
fitting loss. Total pipe length limes 1.25 se equivalent pipe length -�.Friction Lou in Plastic Pipe -
1 0' feet x 1.25 =, 1'3 feet Per 100 feet
4. Calculate total friction loss by ultiplying friction loss(C2) • nominal
• nominal
in ft.by.the equiyalent, e•length(C3) and divide by 100. flow rate 1.1F'1139
diameter
= 1. i I ft/100ft x., ,. +100= 1 • ft
gpm
D. Total head required is.the sum Of elevation difference(A),special'' 20 ' 2.47 0.73 . 0.11
head requirements.($), and total friction loss(C4) • 25 . . 3.73 1.11 0.16
r).• ft+ ' ' ft+ ' I ft: ' • 30 5.23 1.55 0.23 •
Total head: eg ',fee 35 6.96 2.06 0.30
• 40 8.91 2.64 0,39
I. Pump selection • 45 11.07 128 0.48
• 50 13.46 3.99 0.58
55 4.76 0.70
A pump must be selected to deliver at least . L.gpm • " 60 5.60 0.82
(1A or B) with at least 4f feet of total head (2D) 65 6.48 0.95
* 70 7.44 1.09
•
I hereby certify that l have ompleted this work•in accordance with applicable ordinances,soles and laws.
,-/--- A . - .;____(signature) a`12 y (license#) 7 -0.1/4-1. -O Z. (date)
• ' : ' r . ' , PUMP' SELECTTO.N.PROCEDURE •
•
1. D etermine pump capafity : -FLS W/✓-? -
A. Gravity distribution
1. Minimum required discharge is 10 gpm •
2. . aximum ggested'dis is 45,gpm. For
Mother
establish= is at least 16% • iiter than the water supply rate,
but no:faster than the rate a which effli ent will flow out of the •
distribution device. . .
B. Pressure distribution 1 . " . '
See pressure•distrr iution work sheet
•
From'A or B Selected•p • p capacity: WI gpm
•
2. Determine pump head• -quirements: . .
A. Elevation difference between • .. • and point of discharge? • soil treatment systi
4 ,feet . ! &p•Int • •Ischar
13. Special head requirement?(See figure at right-Special Head Requirements) . total •Ipe
feet len.
Inlet t;Y, ,.u.,,, 2A.elevation
C. Calculate Friction loss . pipe ti I'll difference
1. Select. ia diameter Q. v • -
PP � ,f,
2. Enter Figure E-9 with gpm(1}A�or B)and pipe diameter(Cl). �.°u•w. ° �'�'''
rrcr�✓
Read friction loss in feet per p.00feet from FigureE-9 ' Special Head Requirements
Friction Loss in 3.2 ,ft/100ft of pipe Gravity Distribution 0 ft'
3. Determine total pipe length from pump discharge to soil treatment ;Pressure Dtstrtbution 5 ft
discharge point.Estimate b •adding 25.percent to pipe length for .
fitting loss. Total pipe length times 1.25 a equivalent pipe lengthE-, Friction Loss to Plastic Pipe
3‘ ?feet x 1.25 = �-1 • nominal
eet • Per 100 toot
4. Calculate total friction loss . multiplying friction loss(C2)
in.ft/100 ftby.the equivalent ipe•length(C3)and divide by 100. pipe diameter
= 3.1.- ft/100ft x 441 . +100= I ft ' flow rata 1. 2 3
gpm _
D. Total head required is.the sued.of elevation difference(A),Opecial''' 20 ' 2.47 0.73 • 0.11
head requireatents.(B),and total friction loss(C4) ' 25 3.73 1.11 0.16
'1. ft+ S ' ft+l, I ft.. t . . 30 5.23 1.55 0.23 '
Total head: 1 ye t 35 6.96 2.06 0.30
• 40 8.91 2.64 0.39
;. Pump selection 45 . 11.07 328 0.48
. • 50 13.46 3.99 0,58
0
A pump must be selected to delver at least . 4 3• •gpm 0.
60' 55 2
0 5.6600 5 0.82
(1A or B) with at least 1 4 (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 ordinal ces, :rules and laws.
7 i-- (signature) 3'7(4 (license#) I -?•-\ -0 2_ (date)
S-P TESTI/44
G, INC. Steven B. Schirmers • MPCA Cert.No. 627
9 1 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
I LOGS OF SOIL BORINGS
Carolyn Kwloski
405 Old Crystal Bay Rd. SO.
Orono, Henn. Co., MN
Borings completed on 7-11-O2, with a hand bucket auger.
BORING NUMBER 1- Elev.99.6 - MOTTLED SOIL AT 28" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 20" Brown clay tom 10YR 5/6
20" - 28" Brown loam t clay loam 10YR 5/6
28" - 36" Rusty brown I am 10YR 6/4 - mottles 6/8
36" - 60" Rusty brown I am 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 2- Elev.99.4 - MOTTLED SOIL AT 34" - no standing water present
in the boring.
0 - 16" Topsoil dark brwn loam 10YR 3/2
16" - 34" Brown clay loa 10YR 5/4
34" - 42" Rusty brown cl y loam 10YR 5/6 - mottles 6/8
42" - 48" Rusty brown cl y loam 10YR 6/4 - mottles 7/1,6/8
48" - 60" Rusty brown lo m 10YR 6/4 - mottles 7/1,6/8
I
BORING NUMBER 3- Elev.98.7!,- MOTTLED SOIL AT 34" - no standing water present
in the boring.
0 - 12" Topsoil dark brov,n loam 10YR 3/2
12" - 18" Brown clay loamOYR 5/4
18" - 34" Brown clay loam OYR 6/4
34" - 38" Rusty brown clay oam 10YR 6/4 - mottles 7/1,6/8
38" - 50" Rusty brown loa 10YR 6/3 - mottles 7/1,6/8
IF
Soil borings cont'd.
BORING NUMBER 4- Elev99.0 - MOTTLED SOIL AT 36" - no standing water present
in the boring.
0 - 18" Topsoil dabrown loam 10YR 3/2
18" - 36" Brown clay I am 10YR 5/3
36" - 48" Rusty bro clay loam 10YR 5/6 - mottles 6/8
48" - 60" Rusty olive rown clay loam 10YR 6/3 -mottles 7/1,6/8
2
•
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P�esting,Inc. on 7-12-02 starting at 11:45am.
Test hole location Kozloski,405 Old Crystal Bay So., Orono.
I
Test hole numbed. Date test hole was prepared 7-11-02.
Depth of hole bottom 1$inches. Diameter of hole fi.inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 18" Brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-11-02, 12:00pm. Depth f initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inchof water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole botto during test is¢inches.
• Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
11:05 prefill 6
11:15 11:30
6 2 7.5 15 min
11:37 11:52
. 6 2 7.5 15 min
11:53 12:08 6 2 7.5 15 min
Percolation rate= 7.5 mijiutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PER4OLATION TEST DATA SHEET
i
Percolation test readings made by S-P testing,Inc. on 7-12-02 starting at 11:16am.
Test hole location Kozloski,405 Old Ciystal Bay Rd. So., Orono.
Test hole numberl. Date test hole was prepared 7-11-02.
l
Depth of hole bottom f I inches. Diame er of hole fi inches.
1
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 16" Topsoil dark brown loam
16" - 18" Brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-11-02, 12:00pm. 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 siphon.
Maximum water depth above hole bottom during test is 6.inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
11:05 prefill 6
11:16 11:31 6 2-1/2 6 15 min
11:36 11:51 6 2-1/2 6 15 min
11:54 12:09 6 2-1/2 6 15 min
II
Percolation rate=6.0 minutes per inch.
•
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 7-12-02 starting at 11:17am.
Test hole location Kozloski,405 Old crystal Bay Rd. So, Orono.
Test hole numberl. Date test hole was prepared 7-11-02.
Depth of hole bottom 1$inches. Diaml
. ter of hole!z inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil drk brown loam
12" - 18" Brown clay loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-11-02, 12:00pm. Depthof 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 siphon.
Maximum water depth above hole bottom during test is li inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
11:05 prefill 6
11:17 11:32 6 2-7/8 5.2 15 min
11:35 11:50 6 2-7/8 5.2 15 min
11:55 12:10 6 2-7/8 5.2 15 min
I
Percolation rate=5.2 minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PER OLATION TEST DATA SHEET
Percolation test readings made by S-P zstiing,Inc. on 7-12-02 starting at 11:18am.
Test hole location Kozloski,405 Old C> ystal Baty Rd. So., Orono.
Test hole number.. Date test hole was epared 7-11-02.
Depth of hole bottom 1$inches. Diamet of hole fi inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES I SOIL TEXTURE
0 - 18" 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 7-11-02, 12:00pm. Depth of in4ial 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 siphon.
Maximum water depth above hole bottom durig test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min I inches inches minutes per inch Remarks
11:05 prefill 6
11:18 11:336 4-3/8 3.4 15 min
11:34 11:49 6 4-3/8 3.4 15 min
11:56 12:11 6 4-3/8 3.4 15 min
Percolation rate=3.4 minutes per inch.
•
SURGE BOWL
FILTER
414 INLET • OUTLET
o , 1
O O4 FILTER HANGER
�� 11,
PACCESS 1
COVEREFFLUENT ---- -
- - -WEIR-
____--------_-
EIR PLAN VIEW . 7( .... ACCESS COVER
ACCESS COVER •
POWER SUPPLY /� �� • DOME ASSY.
CABLE ' GRADE O�
1–—4"P.V.C.
GABLE TO `,, _. - " OUTLET
ALARM BOX
ANION
SURGE BOWL
4"P.V.C. 1 �ig 4"P.V.C.OUTLET
INLET
EFFLUENT WEIR 86" BASIN
753/4"
FILTER TUBES
SUBMERSIBLE ® OUTLET END ELEVATION
AERATOR I
V 11/1111714F1111 DAYTON,OHIO
500 GPD R ATE
BATS 5/22/0.5
ELEVATION SECTION Multi-Flo Unit ✓
DRANIINO RUURER
- -- A-1018
, p.
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�REQWOQD,CEDAR OR
WATER TIGHT a Le CKABLE ELECTRIC BOX TREATED 'POST (4 x 4 m1n) '
PLUGS OR ELECT•IC CONNECTIONS— /"INSIDE 60T)IC CONNECTIONS MADE
2" PVC CONDUIT •CHEDULE 80 6'SPACE LOOP OF POWER CORD FOR
MANHOLE COVER RAINED 8�:LOCKED T--
SEALED
F- SETTLEMENT
SEALED MANHOLE •INGS • F NA GRADE
ii `d
v 7
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B LOW GRADE
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u. ,- :4;4 PIPE IS5 LAID ON A UNIFORM SLOPE FROM
' iill /;�. FOR PROPER ORAL BACK IL TREATMENT AREA
L-IF PIPE AT TANK MUST BE LOWER THAN
SEALED T NK COVER UNION. TO GET ELEVATION FOR DRAINBACK.
PLASTIC ROPE OR C AIN ll� A I/4 INCH WEEP HOLE MUST BE USED
WITH ANCHOR — WEEP HOLE
ALARM FLOAT ON SE RATE ' Il
ELECTRICAL CIRCUI II
11 NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
S1APJ_LEYEL.9_ 'II MUST NOT RUN OVER ANY TANKS BUT
'4—^T Wil: "1. '—— MUST BE LAID BESIDE OTHER TANKS
3"_ �` t AND MUST
POBE PLACED IN CONDUIT
LOSHILL-CIF-MY-EL-2-- . — - - ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOT • CONTACT.
0.00,•
•
-
• Figure F-8
- l
•
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METAL
COVER
v! : WAim•
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CONCRTE .� w" - '
MANHO E _ —
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
I Figure C-14
4 ,` • .*. •
'VERTICAL ICAL SIDE WALL SEPTIC T IK - .
, -FINISHED GRAOE
AT LEAST
�••AT LEAST , 6"TO 12" SOIL 4" DIA.— _,
I". 4"' DIA. COVER
'' AT LEAST I
MAIM - AT LEAST I\I" �:,
1--•-
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. SCUM .• AR SPACE" ' r r
4 it -' —--- "" —'T' 7C IS 3. OR'LESS OR
—•�-••• I• it. I '8'IS 12"OR LESS
BLACK =UM
4..
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w 's ia; 1°:;•• r ,,1 LAYER FROM LIQUID
1 •• Mtt ,
t «,FSM •....4ft, .*.k+y-
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
\ � --
v DATE TIME
CITY OF ORONO CALLED IN 7-a S
INSPECTION TIDE SCHEDULED i 1-05 e'41 _
PERMIT NO. .J�J 5 COMPLETED 31'01 $'•UU z,qt
ADDRESS 1765 CJ/� et 'c)—iL 4 ,--ii S
OWNER CONTR. ,ror� -1-147‘
TELEPHONE NO. 7(0 3 iqP ?70 Z
DESCRIPTION �Uq V & T' k *�`k ILP
44 01 FOTING 11'KAECHANICAL RI 18 EXCAV/GRADING/FILLING �•34
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
" 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 SEP 21 COMPLAINT
v 07 DEMO-FINAL SEPTIC INSTAL 22 FOLLOW-UP
C
09 PLUMBING RI 23 C FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:''YES_NO
o COMMENTS:
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W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Con ctor on site: -
Inspector. C'Ni mj.......
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME "
CITY OF ORONO CALLED IN
INSPECTION N TIC .- SCHEDULED
PERMIT NO. VC' 5/c 'S \ COMPLETED 7-11- - 1 V-3 0
ADDRESS I-06- CA C(- --.\ ib00 w S -
OWNER CONTR.
TELEPHONE NO.
E DESCRIPTION Sed)-, iL.0 c\c__ 0
i,
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
4.
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
v 07 DEMO-FINAL C6EPTIC INSTALL. 22 FOLLOW-UP
1.14 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
' OWN ERICONTRACTOR TO MEET YOU: —NO
2 COMMENTS: _ 1.1)(c Cc,+-r-,, < y Ste
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/bRKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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0 CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY
O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
O5 BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
CI CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor site: �_
Inspector. -�
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME I
CITY OF ORON CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. 7(0!05 \ COMPLETED rt \tn�1\-1.03[ -LAI
ADDRESS `, d\V <<-S1,\ 6- c S
OWNER CONTR.
TELEPHONE NO.
E. DESCRIPTION �1'r aL �,�'�
IQ 01 FOOTING I 11 MECHANICAL RI 18 EXCAV/GRADING/FII,.LING
Q02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q03 INSULATION li 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 1 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 1e.EPTIC FINAL 35 HARD COVER REMOVAL
v10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR T MEET YOU:_YENO
2 COMMENTS: ' J ,.'10C\LCC �
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❑CORRECT WORK&PROC ED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 0 CORRECT WORK,CALL F R REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDI ION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RET RN
❑STOP ORDER POSTED. INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.C/LLTO ARRANGE ACCESS.
Call for the ne4 inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on s 1 e:
Inspector.S 9 v'� 14,31.----
White Copy/Ins.- tor's File Canary Copy/Site Notice