HomeMy WebLinkAboutseptic info �\ /��
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\`, '� ' i ' , ::\ G;'� Street Address: Mailing Address:
•,�,. � � . , `' '�;; P.O. Box 66
. <q �¢ 2750 Kelley Parkway
�:�_.,kESK� i%' C stal Ba MN 55323-0066
���� Orono, MN 55356 ry y�
To: The Current Owner of Address p��O�% ���/������-'�
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewa�e treatment system at the above
address has been inspected and the following is l:nown about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brou�ht into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes �Ko
If yes, system must be brouaht into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump out l�Teeded
Yes �No
The City recommends the septic tank(s) and/or lift tanl: be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
; G -,f'�l - c� . The tank(s) should be cleaned through the manhole and
not throu�h the inspection pipes, th.is allows for proper cleaninQ.
Comments:
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Inspector: Date of Inspection
Telephone (9�2)249-4600 • Fa� (9�2j 249-4616
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�� ��� �ITY of ORONo
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i��� z '�i`� ti '/� Municipal Offices
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� G � Street Address: q5a-a4q'y6� � Mailing Address:
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�xESHOg" 2150 Kelley Parkway P.O. Box 66
- - Orono, MN 55356 Crystal Bay, MN 55323-0066
a�pb CoP�e,� V;c� p�
To Current Owner: Address:
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMIT'Y (1-3): �
/ 1 /"CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
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2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or eazlier,and
which is not failing or an imminent threat to public health or safery.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction stan�ards of the current Orono Municipal Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): �'
Tank inspection indicates:
OPumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped \\-a.\-'Q� ).
Make sure septic tanks are pumped throu�h manhole and not through white inspection pipes. This allows for the proper
cleaning. Keep water softner and iron filter discharge out of septic system to prolonQ life of drainfield. Ask pumper to test
alarm float to verify alarm is still working in vour house. The alarm warns owner that septa�e is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4" dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD COI`'DITION 8-10 : �s
�Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: �o�'^c� Do� Q F".\1 '�� So-,� ����^� v�,..
��n\L `�^ �\cLTc.c_ �cX_
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does
not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current
conditions based on the available information.
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-`'� � CITY of �RONO
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�'�'�t�'="�l'� Street Address:
'� '�� �:��` g'`Y � MailinQ Addrau:
��'$H� 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
9sa-�49-4600
To Current Owner: Address: a 7 O v �,oppe( v��e w ��.
City Ordinance 199 requires fhat each existin�on-site sewa;e treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-31: I
� "CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,desian and construction standards of the current Orono Municipal
Code but docs meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safery.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS locaied within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,desion,or construction standards of t�e cuaent Orono Municipal Code and which is failing for any reason;and
any ISTS with Iess than three feet of unsaturated soil or sand betwecn the distribution device and the limiting soil charactcristics.
TANK CONDITION(5-.7�: C
Tank inspection indicates:
OS Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
' Tank was last pumped ��k��w^ ),
Make sure septic tanks are pumued throu2h manhole and not through white inspection pines.
This allows for the proper cleaning.
7 Inspection risers missing tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION!$-�A): �
� Drainfield is dry,no surfacing evident.
9 Some evidence of surfacin�,not critical yet.
10 Drainfield is saturated and visibly dischar�in�untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COi��NTS: � ���-.A��cic) �M��..�ti� nc �c�S r..orc �cnSS d- blq�k d', r-t- o� -,-t� _
�OV hnvC n ���\ �r On SccUW '{-c..h� �-t.,i r.��S� OL (`�``"•c�j.�.^�O ,
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Date of Inspection Matt Bolterman- Septic System Inspector
Note: In ihe event that this inspzction report is used to satisfy the cequirements for a mortgage or other transfer of property,be advised that this rcport does not guarantee
or certify that an existina system will continue to function property,but is merely an opinion of the adequacy of the sys2em under current conditions based on the availab(e
information.
05/2512010 16:40 7634988290 RUSTVS PERC TESTING PAGE 02 /
v
.� M�nnesotaPollution Compliance Inspection Form
Control Agency
5�O lafayette Fioad Nath Existing Subsurlace Sewage Tnatment 8ystoms (88T8)
SC.Paul,MN 55i55-419a InsCructions on page 7
Paroel number: 3311823430017 For Local Tracking Purposes:
System stetus� �Compliant ❑ Noncompliarrt
(based on e/l complfance requi�emenfs)
Summary Form
Property Information
Properly owner name(s): Kenneth Zagzebski ._ _�_,,.,.-
Prpperty address: 2700 Copperview Drive, Orono, MN 55356
Property ovmers address(N sifleront):
County: Hennepin Property owner phone_ 612-203-8473 Permitting authority: City of Orona
Oate system consVucted: 11/21/03 Reeson for Inspecc:tion: Property Transfer
System Descrlption
Approximately 2-1300 gallon septic tanks, 1-1300 gallon Iffk stetion and Approximately 680 square
Brief syetem descrlption: feet of mound rodcbed.
Local permtt number: Number of bedrooms: 5 Oesign flvw rate: -83
b the sysbem:
In Shareland erea? ❑Yes � No In Wellhead Protedlon Area7 ❑Yes � No
An U.S. Environmental Protect(an System serving e Minnesota Department
Agency(EPA)Class V InJectfon Well?�Yes � No of Heath (MDH) Ilcensed f�cility? ❑Yes � No
Compliance Status(Based on atate requirements--8dditionel local requirements may elso apply.)
8ased on the information gathered end reported on attached fonns,the mmpllance stetuc of this system is(check one):
�CeRlflcate of Complience–velid ur�til (3 yea�s from dete of report): 5/5/2073
❑ Notice of No�compliance-For Nvncompliant s�rstems:
The reason for noncompliance is�
Thls noncomplfant system is classified as(check one below):
❑ Immin�nt threat to public health 8 safety ❑ Feiling to protect ground water ❑ Not in compliance with operating pennit
Cel"t�fICBtIOf1(Compleied form must be submitted to the locel unit af govemment within 15 days,)
I hereby certily that a/l the necessery Infonnadon has been gethered to delennine the cnmpllance ste�us of this system. No
determinatiai of futu►e syatt4m perFannence has been nor cen be made due to unknown condlHans dudng system constrvct/on,
possfbla abuse of the system,inadequate meintenence, oi future we�er usege.
Neme= Joseph J.Olson Certlflc.8tlon numDer. 1255
Busineas lioense name and number: Rusty Olsan's soil end perr,ulation testfng Lic#810 or
Name of locsl unit of gv�remment: City of Orono ^
Sig�ature: .. Date: 5J25/1 U
�, —.,,. ..�...,..-..-,_.__, ..- ..,,...�._.,.....�_.�.w_
Requ4red Attachments In�pedar Complete: This Inspactlo� Report is f�paems long.
Check ccmpliance fortna attached: �Hydreulic Perfiormance (]Tank InteQrtty �Soil Separatlon ❑Opereting Permlt Fortn(If
appliceble) ❑Sy8tem drpWing/A6-bullt drawing ❑An assessment of any local requiroments thet are differenl From what is required on thl6
form �Soil Boring Lops ❑Abandonmont fortn(if eppropriate) ❑Other information(list):
Upgiade Requlrements(deri�ed trom M/nn. srat §115.s5)ar,N„m/nenr�ruee�ro puarc neartn ano sanry prpHs�musr ne uppiad•a.rsaacsd,or
8s use diu�n6nued wifhln ten mOnlhB o/IBPB/pt o/M!s notlC�oI WfMlq a aNnrier psiiod if requbed by bca/adinance.II the syatem la fsiling to p�otecf gmund
w�(er,ryre sysMm must Os uppra�ed,�ep�eced,o�Itr uae dlaconHnued w/Mln y�e pme r�pq�IroO Dy local obinancs.!f an exlsNnp system is not failing as daFined in
lsw,end hea B!least Mro�eT WQespn tWl s�psrsUon,Onen Ois system oeed nol be upgraded,r�pslred,iep/eced,a!ts uae diacondnued,notwlMstandlRp any
�a��ma„�mar r��,wre s�+cr, rnrs v�waron aoss nor a�ry ro sysrsma��Snore��,a 8,�8 Wal�head P�otecfion Aiees,w those uaed!n conqectlon wllh�pp0,
Oeve+eQe,and lod9iny establishmenfs ea defined/n lew.
wq-wwlsts4-31 Compliance Inspection Form jor Exlsting 55TS
05/25/2010 16:40 7634988290 RUSTYS PERC TESTING PAGE 03
Parcel number: 3311823430017 System st�tus: � Compliant ❑ Noncompliant
(es determined by this form)
Hydraulic Perfonr�anas and Other Compllance
Compliance Issue #1 of 4
Dete of observation: 5119/10 _ Reason for observation: Prowperiy Trenefer __ �,
Thls form expires upon next inspection or In three years,whichever occurs first: 5/1 B/13
Coropliance questlons/criterla: (Required) Verlflcatfon Method': (Optio�al)
Check the a � riet�box _ (Check the eppropriete box)
Does the system dlscharge sewege to the ❑Yes � No � Searched for surFece outlet
round surFece7 ._
"'– ❑ Performed hydreulic test
Does the system discharge sewape to draln ❑Yes � No
tile or surface weters? � Searched for seeping in yard
Does the system cause gewage backup ❑Yes �No � Chedced for badcup in home
into dwellinp or est�blfshment? _. ❑ EXcessive ponding in soil system/D-boxes
Do nther elUuatfon�exiet that have the ❑Yes � No ❑ Homeowner tesUmony
potentlal to fmmedfetely and adversely
impad or threaten public health or satetp ❑ Exemined for surging In tank
(eledrical,unsafe covers�etc. ?�
❑ "618ck sofl'above soil dispersal system
Any�•yos"answrer lndfcet�ns that�syst�em/s an Imminsnt
th,ss!t�n public heelth and sefaty. ❑ System requires"emergenc�l'pumpi�g
--� ❑ Pertormed dye test
Does the system pose e threat to ground �Yes � No � pther:
water for any oonditions deemed non- —""'-- --
ective es determined b ihe ins or7 „�,,,_„, _
„Yes"indicetea lh�t the sys�n is failing fo proi�ct _
ground water.N"yes';dascr/be�ho cond/don nol�ed:
'No standaid pr�toco/exists. This lisf is not exheus6ve,
in sequen6al order, rror does if lrrdkete which
combinetlens are necessary to make this detem►IneHon.
Cert�fication
This form is to be oompleted and attached to the Summary Form of the Mlnnesote Pollutlon Control Agency's(MPCA)Compllance
Inspectlon Fvrm for Existinq Subsurface Sewage Treatmant Systams. Obaervetlons, interpretativns, and condusfons must be
completed by an inspector. Campleted fomi must be submitted to the Iocal unil of govemment wlthin 15 days.
PropeRy owner name(s): Kenneth Zagzebski
Prvperty address: 2700 Copperview Drive, Orono,MN 55356
Property owners addre�s(if ditTsrent):
County: Hennepin Phone: , 612-203-8473
I hereby certily that!personally made the observa6ons,interpn9tafions, and aonclusions�sporled on this fonn and thef fhey are
correct.
Name: Joseph J.Olson CertificaGon number: 1255
Business license neme end number Rusty Olson's soil end perc�letion beatlng Lic#810 0�
Name af local unit v . ' of Orono �„ ___�
Slgnelune: Dete: 5/25/10
wq-wwlsts4-31 Compllance Inspectfon Form�or Exlst�ng SSTS
Parcel number: 3311823430017 System status: � Compllant ❑Noncompllant
(es determined by th/s 1�rm)
Tank Integrl#y and Safety Complianco
Compliance Issue #2 of 4
Date of observation: S/24/10 Reason for obaervation: Property Transfer
7his form expires on(thtee yeers): 5/24/13
Compllance questlons/ctiteria: (Required) Verlflcatlon Method'": (Optionel)
Check the a rn Nete barx (Check the appropriate box)
Does the system consist ot a seepege pit', ❑Yes � No Q Probed tank boriom
cesspool,drywell,or leaChin It?
Do any sewage tank(e)leak below their ❑Yes � No ❑ Observed low liquid level
desi ned o ratln de th? � Examined construdion records
If yes, Idenlify which sewage � �xamined empty(pumped)tsnk
tank leaks. [] Probed outsid�tank for"black soll"
Any"yt►s"�nswar/ndkatea ehat tha system is falllrrg to pivtect
g�vund water. ❑ PressureNacuum check
❑ Other� Pelerso�CompanY
" Seepage pits meeting 7080.2550 ms�y be complient if allowed
in ordinance by local permitting authorlty.
"No afendard pmtocol exisfs. This list is not axhausti�re,in
sequenHel ader, na doea!t irtdicate which combinationa
ara necessary to meke thls daterminatlon.
Safety Check
1, Are any maintenance hole covers demeged,cradced,or appeared to be alructurelly unsound? ❑Yes" � No
2, Were all maintenance hole covers replaced in a Secured manner(e.g.,all sc'.rews repleced)? �Yes ❑ No"
3. Wes seoondary accoea reatraint present(saFety pen,second cover,or ssloety netting)-hlghly rocommended. ❑Yes � No
4. Wea any othe�safety/hea0th issue preaent? ❑Yes' � No
F�cplain: �....._._..�_..._........
•Syitom fs an Imminsnt tl►r+e�t to publlc hw/df►art0 aahty.
Certification
This fn�m is to be oompleted and attached to the Summary Form oi the Minnesota Pollution Corrtrol Agency's(MPCA)Compllance
(nspection Form tor Exlstlng Subaurface Sa�ge Treatrnent 8ysbama. Observations,interpretatfons, and conclusfons must be
completed by an inspector,mainfsiner,or service provider.Completed form must be submitted to the local unit of govemment within
15 d�ye.
Propertp owner name(s): Kenneth 7:agzebski ,
Property addreas; 2700 CoapeNi�,nr Drlve Orono,MN 55356 _ ___-
Property owners address(if difFerent): ,,,
CouMy: Hennepin Phona: 61Z-20�8473
1 hereby certify that I persona/fy made the obseivedana, lnterpietetions, and condusia�+s reporhgd on thls Iform end that they aie
conect.
N�me: Jose h J.Olson Cert'�fication number: 1258 .
Business I'ioer►se rtame and number: Rushr Ol�on's soil and peroculation teelirtg Lic�810 p�
Name of local unit f mmeM: Cii r of Orono
Slpneture: Date: 5/25/10
wq-wwlsts4-31 Compliance Inspection Form for Exlsting SSTS
4/,/OB
b0 �Jdd JNIlS31 ��13d Sh1Sf1�1 06Z886b�9L 9b�0Z BTBz/5Z/50
05/25/2010 10:40 7634988290 RUSTVS PERC TESTING PAGE 05
Parcel number, 3311623430017 System stetus: � Complient ❑ Noncompliant
(es determined by this form)
Soll Separation Compllance snd Other Compllance
Compliance Issue #3 of 4
Dete of observation: 5/19/10 Reason for obaervetian: Property Transfer _, _
Thls lnfnmretion on this form does not exp;re.
Compliance questlons/crlteria: (Required) Veriflcatlon Method": (optional)
(Check the app�opriate twxL_w__ (Check the app►op�ate box)
Fvr systems built prior to April 1, 1986, end not � ConduCted soil observalion(s)(attach boring logs)
focated in Shoreland o�Wellhead Protection
Area or not ssrving a faod,beverage or ❑ Twv previous verific�tions(attach bo�ing loge)
lodging establlshment: ❑ Other; ._
Dves the system have at least a two-foot
vertical separation dlsfsnce from periodically '
saturated soil or bedrock? ❑Yes No ----„
For non-performance sys/ems built Apnl 1,
1996,or later or for nun-pertormenoe systems
Soil observatlon does no �
located in Shoreland or Wellh�d Protection t expire. Prevlous observations
Areas or servi�g a food,beverege or lodging by two independent perties are sufficient, unless sile
esteblishment: condltlane heve been altered.
Qoes the syst�m heve a three-foot veRlcal
separ�tfon dlstsnce from periodicelly setureted
soil or bedrock?` Yea No
For reduced separatfon distance systems(i_e.,
"performsnoa'systems undar old 7080.0179 or ' May be r�educed by up to 15 percent if allowed in local
Type IV or V system under new 7Q80_2350 or ordinance.
7Q802400): "No standerd protocol exists. This list is nat ezheustive,
Does the eystem meet the designed vertical In sequen6e/order, nor does it indicete whlch
separation distance from periodically saturated com6ina6ons are►�ecessery to make this
soil or bedrocic?` Yes ❑ No defem'dnetion.
Any"no"snswer lndicaOss thet the system!s fa/l/ng t�o p►ot�ct
ground waear.
Certification
This form is to be completed and attached to the Summery Form of the Minnesota Potlution Control Agency's(MPCA)Compliancs
InspecGon Fonn for Existing 8ubsurface Sewags TreatmeM Systems.Observstions,lnterpretations, end condusions must be
completed by�n inspector or deslgner. Gompleted form must be submitted to the locel unit of govemment within 15 days.
Property owner�ame(s)� Kenneth Zagzebskl
Property eddress: _27Q0 Copperview Drive,_Orono�MN 55356 _ _
Property owner's address(IP di1►erorm:
County: Hennepin Phone: 612-203-8473 ,, �
I he►eby ceKlry that 1 personally mede the observatfons, inferpr+statfons, arrd conduslans reported on this form and thet they a�e
correct.
Name: Joseph J.Olson Certification number_ 1255 _
8usiness license name and number: Rust�(Olson's soil and perculstion testin�L.ic#610 0►
Name of local unil of overnment: City of Orono �,�,,,,,,,,,_._
Signature: Dete_ S25J10
wq-wwists9•31 Compllarrce Inspection Form for Existing 55TS
05/25I2016 10: 40 763498829e RUSTVS PERC TESTING PAGE 06
Lg�s Q�Soll Borins�s
License!l8�10
Location or ProJect: 2700 Copperview Drive
Bo�ines made by: Rusty Olson's Soil and Perc testing 5H9/2010
Classification System: AASHO ; USDS-USDS-3C3 X ; Unifiod ; Other
Auger used (check lwo): Hand X�or Pow�r_,Flight, Bucket or Probe�X
Bench mark Is t�p of basmmsnt concrete slab.Ehr:100,00 Assumed
6vring Number_1�Surface elevation_105.4_ Mo�led Soil at,2.2_feet
0"-8" Fill H20 present at`X�
8"-20" Dark brown loam 1 ayr3/2
20"-28"Brown loam to clay loam 10yr4/4
28"-36"Rusty brown clay loam 10yr5/4
Boring Number 2_Surtace elevation_104,1_ Mottled Soil at 1.7_feet
0"�" Dark br�wn loam 10yr3/2 H20 present at X_
6"-14" Brown loam 10yr4/4
14"-20"Brown loam tn clay loam 10yr5/4
20"-30"Rusty brown clay loam 10yr5/4
TBM: Top of gerege cancrete slab Elv.-100.00 assumed
Ground at rock Elv.-106,6
Bottom of rock Elv.-106.8
Original soil under the rockbed Elv-105.2
Thare is 1,6 feet of sand under the rockbed
05/25/2010 10:40 7634988290 RUSTVS PERC TESTING PAGE 07
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. �"`� ���T���i I��. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
S�afie License#394
December 14, 2007 �
Ken Zagzebski �
� �
2700 Copper View Drive �;� r-
Orono, Henn. Co., MN ✓
A Compliance Inspecl:ion was comple�ed fo�the existing on-site sewage treatment
sysfiem located on this property built in 2000. The system consisfis of 2-130Q gallon
septia tanks, 1�1300 �allon pumping chamber& a pressurized mound system with a 10'
x 74' rock bed.
Soil boring #1 found mottled soil (redox features) at 20" belovu the swrface. Soil bor�ng
#3 found the original soil at elev.105.2 8� the bo#tom of�he rock bed at elev.107.3 which
leaves 2.1' vf sand b�low the rock bed. Soil bori�ng #2 found mottled soil afi 26" below
the original soil (6" of i�ill soil), Soil boring #4 found the original soil at elev.104.9 8� the
bottom of the rock bec� at elev.106.6 which leaves 2,3' of sand below fihe rock bed.
This sysfiem mee#s a 3' separat�on from the bottom of the rack bed & redox fieatures � is
clas�sified as in compli�nce wi#h Minnesota Chapter 70�0 rules.
The tanks were pumped by Elmer J, Peterson Co. �nrhich found no (eaks a# the time.
Nothing ather than gray water (laundry, showers, etc.) human waste 8� toilet tissue
should be disposed of infio the septic tanks. G�rbage disposals are not recommended,
due to adding more solids 8� fine solids passing through to #he system. ReCommend fio
divert iron filters out of the sysfiem, recommend to divert the water softner also if
diuerting the iron filter. Excessive amaunts of soaps, antibacterial soaps, cleaning
agents, show�r cleaners used every shower & chlorine agents may ki(I the bacteria
needed to fireat septic �ffluent. Additives are nat recommended. �ecommend to pump
& clean your tanks through the manhole by a cer�ified pumper every 2 years. Check
with your pumper to set up a schedule.
This Certificate of Compliance is no guar�ntee that this system will continue to functio►n
indefinifiely.
�� .
Steve�chirmer�s '
1
e6/30/2e68 21:47 7634975611 SPTESTINGINC PAGE 03107
� 1
. . ,. " j"'.. .
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, I
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• I ?,/25/07_ � Water/Waslewater-l.STSq.31
��? ��,pa��,`������rn��,�rn�����f:ao� I�o�'A7� '�rar I��u:�'���ac�
-._..�.. Ta���d�r����� ��v�rag� �"A��a���r��►nL �gr���*mi�� �in�,e��� �o�iut�orn
-��- .
• C�ok��:roL.Agem��cy
Camplet/an of thls f�r,m fu!!lll�rha rrilnlrnAl,:Pyuirorr�snfs o�ay/nn,Srar§ �16.65(,200'1)•andMlnnosar�R, ch. 70140,�j999�. Plpase rr•:tr�r
�o loc�l ordfnap�os roK�tlivr roqu�r.eme�ta pr ln(ormatlon e�eclail f r:com Itance re utr¢menis,For bedroorn acl�iitlons
Ger��ral:� � � , ... . • '� - '-_�
�ata�f�n��pec2iot�; )�l-y —o� I�m�,so�fo��nsp�cl•lan� .�'��_�y�1Q-5.!<��.
�ropei•l.y�U�nr�erC�)`�'�G_�1-� ��IA�L�.�'�..�i� • �'epe k�on� ..
� � (�I��u��23
�ers�on requ�stpn���rt��Jieetlam� _41�}Y►✓ti'�, 'TeBepl�uon�C )
Slte,1�1dd�-e�s �.'� I�0 G�o � � ' � ' .
� " � '=�--��LJ���'1!�p��� zi� C�od�e-�.�.`
Fii-� p�o./ P�arc�9 nlo. - . �atGta$�/.,-��.1,15'6Q 1 1J
,`�'—„ I "— __.fbiNt�sO�ip�. . .
L�gal D��criptiron . ' � .
�oc�l Regiafatot��utl�or�lZv L�^��p� �
1Da�c�y�o:��n co�tsiruck�t9_�c� O Q � . _ � -�_
:�ysk�m R►n �l�or�el�nd/A�ea, yes �i Sy�teret ir�Vle�ll,O�ca�
Fro��cl'Bvn Aro�,: yPs r� Sy���eta��erv9rt����7�)!•� 41c�aisa�l fa�cpAily: yes Fio �.o��l�&'�rm�k� (I�anY)^,
�� ---.�..�
S�+sl-ems L�uill:pr�or to April 1',, 7.996 tincl 1�ofi I,oci
�ted In �y.sl•enns�loc�ted en�Sl�oreland�pr Wcllhead,prol'ectinn
Shoreland �or Wellhe�d Protectfon'�rea o�Selving a-FoocJ,
. , , qre�s mrt•SetVing,a.Food;Beverage.or'Lodging
B�verage o�I.Odgil7g F„stal�lishinc��l:� � C�l'ab ish�ren ��
. . � 4 sYstems F�utlt�4���r
� � ' � = March 3:l 1996 '
Is tl�e��sLem ah !m . ..nent 1; r�a t�o ��lic h����th Dr ��s�L• .s 's•e� n � ine thre �o . 0.GbI�C oie�lt
sa eLv? (s y�s anst�rei f,�an�77'H�'s'}�st`cmJ•'. 'o����fe ��L�p,—,--,
-�ischarc�e of seW�ge to ilie, rouncl surfatel5 . 4Y�'��'}�s��n.tfNerls,�n,I7�f�5�'systernJ � �
� , YC� NO -D�sci�arge oPsewage to LI��c�round,;urface? YFS NO
-Ulscharge c�f sewage to dnirillfe or surfaCe w�ters7 YG; NO � �
-Scwage t�acla,�Into r.IweQfng? � - afscha�'ge of,*ew�ge to,drafnllle or surface watCrs?Y�s
�• � -Yr:S NO �SeW�ge,.h��lcu�InFo dvVelllr7g7
-Sltualion wllh the pot:enllal to fmmecllal-�ly ancJ ' � -Sll7,l�llon wltll the pqtenL�al to lmmedlately�n� �v�$ N
acJvcisely(mpa�t or khreal�en publ�c I�e'a1tF�or ' - �ac�versely Imp�cL or i;flreat�e� public h��l�l� or
s�feLy? . ' YE_S NO� safety7 , . .
Zs Qh�s 5tei � - . , , Y�s No
1'--�!fa�,illq� (a-J�s,ans��e�l.�.a fa!l/Rqsys(�mJ T�•Ihe a rar� -faili �. '
��.ess i;h�h T`Wi�fePl of veri]cal,seh�r�� h I�elw�en� � � .��-�a J�'s.�nsrHer is a fa!linv system)
-Les�Lhan���IF�E�feet oF�ver.tic�l�separatfo».bctWeen
SySltlm•��OttoRT�ahd satturaLed sofl or�b�drbcic7 ' � �� �Y�S -�NO -•syst,-�ri�bot�om aricl�aki.i�atecl so11 or bedrocic?
-A ser•_page pii:,cesspool,drywell, orCeac�iing pll7 � YFS 'NO Y�S
-A�see'p�ge plk,cesspool� drywell, or leacl�ing�(t7 Y�5 Nv
I ' ,
�.��s3Cst ►�j�go. �co�r �li_ �►il� � � � , x��'1e .
��Is th�syst�m regiilatad•unr�er a mo 1to'rfn. I�n'or � '—��$ � �.➢O ^ 4 ���n�� • .
o �� -� I� ihe' sy�Y�rr�-r�gulatecl unde� a ,monitorin,g p�an o
peratin� pBrmit? jif no,.Ao fo pagv . Y�� NO ' v�eratinp�o�mlt?'�if no,yo�o pago•2) ' YES 1O
Il`yes, ,'
-I•las tho roqu�rod montloring fal<en p+�r-,e? ' y��, �� Ifyes,. � , ,
(�fno, th9 s��srem!:�non�complying) ; : � -Flas ihe reqUfrecl mo�iltoring'l��lcen plai;e? � YE5 NO
, , �, , (If no,7he s�rsfam/s non-c�ci'rnplying) .
- Dnes.thh monitaring fndicata.th�t tlitl sy . .. �� � . . �
�rFo'� �h� i , aFerri rnobts �poas�ih�e mbnitorin tndi�ate�th�it't�n s s
p n� c� expecta,tio'i��'� �� � � . ,� , . ,•� �- '�O • : .. � .,.•. . , 9 , I y tom tne�qts
.(If.�no, :Ctio;sysfomf.s•rio . . .. - .9� � ; � , �YC.'�- . , �'., pelfti'tmar��q:e��pectatji�ns? , . , .
� .�. , n-camplyln , (Ifno, thesy�tsm,isnrrn�-co ���n " "� ' YCS� NO
� � mPY 9J
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06130/2088 21:47 7634975011 SPTESTINGINC PAGE 04/07
' G�r�pnrl'r Owner(s)- ,G�����1�7i'�i�s� .
�—��_..,1�1re No./ IParcol Na.
_.._....w__.._......---T.._.�._.�.2�0.�._._4:�'��.':� . �/�::�%� ��.�'�. .
._.�.._.� ,�...._..._�..,.,
5 stein �Corv� onertrs(P/eas�des�ri'be tfie sy$Eem com o�ents� �',��.~""__....._.�....�.�....,.,,Y„_,�_..
p �vd at�'ach sfl�sket'�h showfirg sys��m/oc�tlon);
—j�-����" 1 t7 v a,qa c.�P r��� ' . •
�, . ''�� 1 - � � 'Qi_I
��,� . �-�r-�-� _: �U�\ .. . � � �
�.1�� ��t� ���:._..�. � � y� �
1N���nel,�h+�s� rn«��[a�.k�th4 c[�F�,� I� , �� � , , . ' . ., . , ..� ._
Tlae lol/ow/ng/lstl.s note�hatrstt�tre; a�ln sc�quentla/orde�orl����'vh�n�/��S�aj,n�N���°���ke{�detemin�on
)
wa�ertlght zank(s) Flyairaullc Func�fo�png �
VertqraY Separation �i��nc�
o Probed tank boltbm. ❑ Se�rclied Far suiface outlel• '
❑ Observed low II Uld fevel � � 'Conductecl soil horinr�s
q 4 �PerFq�mecl hydraullc tesl• Deptli to Ilmiting laye�. av���'�le y
C� Dcamined const.records �1 Searched for�seeping In yard ?la
R� F�caminec!em � � p�p�t°SYstem bol•lbm�+ �,�'S�4N4
p y(pumped)tanl< q Checked Pnr bacic u�,ln hom� � , ,
Q Probed oulside lank fo�"hlacic soll" � � � �amined re�co�ds 3,�t � y,w
� F�ccesslve ponding In sall syslem/D boxes ❑ LGU Llmilin�L.ayer V�•��'�j�"�1�?1.�,
o Prc,Ssuce/vacuum check Q I-�omeowner 1:es t lmony ., , �
❑ Otl�er �� OEher
� • a Examined for sui�ing In tdnlc r��
��'�'��S 'PJ W1�Q�� �,� � "�lack svli'��hovo soil syskem ��
4��'��?..� �� , Q, Okher �
Stat�s,of�h�s stE -
A ���Y '
��seci ooi Xhe cornpl�anca cx��erB�a,t1���sy�reraa sha�Us�s; (check one) ,❑ Falling,(to protecG grnundwater) ❑ an
imminenl threat to public h�alih,or sai'efy(�i'pNS),�CI non=mmpliant�(morit�oriny issue) �cbmp)ianC(none oFthe 3
previous conditlons). 7henefare,.tltis.do�:Uaxtent I's a: f�.Cerlificat�e of�Compliance CI�Notice�of N'oncompliance
S�fihis s steet��an'��PA Class'�][ '�e�Inr�.QAleIA� O es �� no '
Ce` rlifr�atio�. - � . ., ; . ,
� � �
I.hercby Gettl(y as a state oF Minncsoi� Iltensed�Tnspector and/or Deslgner I or Quallfled�mployee Inspecfior ancl/or Qualifed Employee
Deslgner I t�iat I condurted an Inves4igatlon thal:acc�irately determined the compllance sl:atus of thls sy�tem and iliat my recoi�ded
observat(ons�re accurakc as af this d�te, .�N�d�termin��lon oFt'utui�e hyclraulic FerForm�nce has�een nor c<�n be made due to
unicnown condlUons during system constructlon,a�use oP the sysl-em,Inadequate rndinle�ance,or future water usage.
Inspeclnr's name(p�lnl•) c r?�.��C�_Y�,����— ' � �}O�� � e� J
r 'J��,_It '•,�y� Phone�'�.�J��—L�.yZV-�O�_1
Llccnse and/or Regfstratlon Numbel-.._,,�'.� � �ddress�� ,,,, ' �- � L
Employed bY - � , � . . �•' �,"��•
Acldr�ss__ �.� ti y�,
Slgnal•ure y; -`.^1_ ��'����,,
U r�de Re u1 �men1.'5 ,(,der/veAfrornM/rrnesataStatuh:s�6115.55� naLe J a- .rp `
An.1TPffS must be u,ograded,r�p/ac�d,,or l�use d/scbnt/nued wrrhln l�n manths ofr�ce/pt of t/�/s nadce or wltfi/h�a shorrer.
�7r�/��y/ar/or�Ir�ance, I�b'i�system fa!!s tn prvv�de su�clenrgroundwa�rpmc`eciyon,t/�en the . l��iod/f
rep/accid, or!►s use discon�'nued w�t5'i'!n dje trme nequl�o'by�tule or.t/ie/oca/arz�/nanc�e rfan�i�ern �teR7 taiustl�e�upgraded,
lary,.and has arle,asr hvo feet oFdes/gn so���p�raUon,�fien O�ie,s r 9�n�Is not falling as defined/n
disrnntlnue�d,notr�/t�`istand/ng any/oca/oir/jnance 65�tls more str����s�dQes n�u�r����s�hor�l/a d are��s, wel/head
profecG'r�n ar�as,o�tfiose ris�d tm m�necd'on iy/t/i%nqd,b��era ppY � �
. g�and Jodg�ng estab//shmenGs as de�Tned fn/aw, .
S- uaQeste_ d,A ac e t ,. � �
1) �"Site sl�etch cou(d also lnclude;uvell well setback tq SyrStem,dwelling or otl�,er hulldin s.tank(�)
s�i'�aco inr�Eer a'nd�so�f`boring locatlans, Include a9-bulll'diawlhg If avalla�lc. - 9 '� � � ;reserved soil treatment arc�,
Z) Soll boring 1❑g;,sliowing each�l�orizon.�Yr1dIc�L�e tlie'texture,calor,redoximor��lilc f�lures depth�to bedrocic,standing water ancl
whell�er.Ll�e matertal Is flll.
3) A Ilst oF�any,aiid al! requlrements oF the,local oi•dlnance that.eire cIICFecenl•fr�vm��re sl•ate�requlrements referred to on th(s form,
�4) A homeowner survey oi'system perTormance,slgned by the homeowner es bel�g factual.
j) Monftoring d�l•a as approprl�te. � �
' Page 7 oF� . ,
06/30/2008 21:47 7634975011 SPTESTINGINC PAGE 05/07
S_� �������� �NC. St�ven B. Schirmers • MPCA Cert,No. 627
851 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX - (763) 497-5011
State License #394
La�s Q�.soIL BORI,��
Ken Zagzebski
2700 Copper View Dr.
Orono, Henn. Co., M�1
Borings completed on 12-A�-07 wifih a hand bucket auger.
�QRING I��I�BF,�i 1_ EI�v.105.2 � MOTfLED SOIL AT 20" � no standing water present
in boring.
0 - 6" Topsoil dark brown Ioam10YR 3/3
6" - 12" Brown clay loam 10YR 5/3
12" - 20" Yellowish brown clay loam 10YR 5/6
20" - 32" Rusty yellowish brown clay loam 10YR 5/S - mottles 10YR 6/$
BO��G,.,�VU l�l �R_2, EIev.105.2 - N/�OTTLED SOII�AT 32" (26" infio the original soil) -
standing water present in fihe borirtg.
0 - 6" �ill soil loam
6°' - 22" Original soil dark gray brown loam 10YR 3/2
z2" - 32" Brown clay loam 10YR 4/3
32" - 38" Rusty �rown clay loam loam 10YR 7/1,6/8
38" - 42" Rusty pale brown clay loam 10YR 6/3 - motkles 10YR 7/1,6/8
BORI�IG NU���t 3_ EIev.108,7 - through the maund.
0 - 8" Fill soil loam
8" - 42" Fill soil medium sand
42" - 44" Original soil dark brown laam 10YR 3/3
BORING NU�.B��EIev.108,4 - fihrough the mound.
0 � 6" Fill soil loam
6" - 42" Fill soil medium sand
42" , 48" Original soil dark brown loam 10YR 3/3
66/36/2008 21:47 7634975011 SPTESTINGINC PAGE 06/07
. ,,,,,�������uv� lc.�a ry,� ltf;falGC4[U F..lmar _i. ppTcrson Co. 1�001
-. . . .. _ . i , ,,. . . , . , .I. .. ,,._ .. _�_
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Tar��C Reqort � ' ,
- ;
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�t�te; becem er 3, 2007 i
� � .
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�imer J. Peterson Go. � I ~�
59�'I I�ague Ave, ' ,
D�Iano, M�I 55�28 � I
Rhone '7�3-972,2��0 '
Fa�c 763��72-721� � j
i �
Ken zegabeaki � �
2700 Copper View bt�iwe i
Long Lake, NIN�56 � i
i
I
BafFle�: O�l / OF� ; I
,Tank C�pa�city: �'1300 G�flon Tanks, �iitpr in 2n0 Tank � �
�
# of Tanks; � � �
1'ype of T�nks: Concr�te ;
�
_�.�___
�allons: ��QO � i
� ,
Manholes to Grad�: YES Na �
�omments: � '
, I ;
On 5/25/07, Elmer J_ Peter3dn �o. PumpEd the Tanks and Replaced he Pump. No V1l�t�r I
Leaks At Tt��k Time. , ,
, !
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N�TE:Th�s is only�t�nk report. Thi�is not�ccampliar�inspe,ctlon or po�nt of eele �
nor do�s it replacs a complir�nr�irlspection. I
I
Li�ense� 219 ' i
,
;
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06/30/2808 21:47 7634975011 SPTESTINGINC PAGE 07/07
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No4e= Ths s7stem is h bt oonsta,deci fo mez3
[he t�Gmesdta Poffu':�an Coc�rot A„'�c.7
�Ct�pter 70EQ & 7�eal ord'saa�c
'~-^5 Check aIl ur►derground citilitiE
Z'.r,Ks
> � PFtCPERZY O�': 1='�—'� 2�t���
a��o C,b4���-v,�J o�,���
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S-P TEST/,�VG�IYC _ _
pepg�ed g7:�� 1��`�.� — .
� Da�c-)�/5/0'7 Ps-I 763-�+97-3566
S-P T,ESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
July 25 , 1995
Mike Hilbelink
Lot l, Block 1
Rosch Addition ,= �
Orono , Henn. Co. , MN . �
� . P.'';�y.�J
. �.a,7 �� . . . _ -
This On-Site Sewage Treatment System is Designed for a Type l, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are a clay loam. A seasonally high water
table was located at 12" to 30" (mottled soil) . Due to the seasonally
high water table, a Pressurized Mound System will need to be installed. �
The bottom of the rock bed must be located at least 3 ' above the
seasonally high water table. �'°- j
The soils at a depth of 12" have a percolation rate averaging
11. 1 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
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.
The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device, this is in case of
a pump failure.
Al1 neighboring wells are located greater than 100 ' away from the
proposed treatment area.
CONT' D
. �
Lot l , Block 1
Rosch Add.
Orono
(2)
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 into the septic tanks . Garbage
disposals are not recommended. Excessive amounts of soaps , cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
� �
Steven B. c irmers
SBS/ds
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�\'�1�� i3.1 i'�r '� ���CSS%_A �..� �. � �
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1 � \ \� � ! %}103}.7 . t \' � , ---.�`�U�i. \ . ��� � ,
t � �t i' y ie3'..? ol-�'S'F.
� ra3?.S �� �i3i�f ip�S� �� /� ,(-, � � � � �� O
� � ��� � � � � � � \ � I O
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, � .G ;% � � � �%o�� \ / o
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- � / /�i +,03�.� � �
V � �0���� 03�.1 ` • �+1031,S�r � \..,,.
'��A�fm'�s-t�; ro 3z��� *� %/�� W �/
� ���1- � - � � � W'<-�� Qgc�cs�o__ /
o \� ` ��C.4�A?�Si v l-� W��.L �
� A�rk /
t�o3o.s � / /
I 4
.�.1ls�
N'-1/,��
'�oA� .
�1�-�P /at-U 1��1�V�1 '�Q���M�� o� c�
-CN� Qgo�a�� ��-tm��-� �-4��1s 13�>�-^�� -
�l- 1Q'�'C-�C=- �-�-a s'��vCi v�
.:
;
�
_ ���� ��� P��?ERTY CF: r^n�� l��t,�°.��'L-
�.�.��t�-��o�-�s s�� '6�1 '. ��rcr�!otion ies!s Scale:
, l.d�'F�t-{ 4 L�g�b'�'�� S��w�'� XC�iI Earings .�-' r��� 1\ l�"o�
��B��ch t�iork �.o-� � , ���L� �
N�'e: This sys!em is to be corstr��cied ►� meet v�ouo ?�1�.�. ��v?�}ti. 4F°,
- the �,�;nnesoio Poilution Con'ro1 Agenty S-P EST/NC's INC.
Cnapter 7080 & Local Ordinance G b� (7� �
Designe� Ey: /2�-�--- �
Note :. Check all undergraund utilities Dete�2/3�/�.ta�P�;.6�2-497-3566
- qa' _
�`s �1'.1 S S
� �
!
� � i �oc,L' � _ � � 1
)0 )C�o� T,,�C�• �1
� i
i � -
� - /G�,- Jc •l � -�oe oF_sR►.io
3.S ��.-.. v � 3•�I
' ��-�� y�
'�'LA� \l���.`/
SET- BACKS �_. a� l �o' � � �
�. ' I
HOUSE Sys!em must be�
Tank a� from preperty lir�es � - S�-L'��b� �'''�k�t��-- W�oT� , i
� � from v,�el!s
-��-��-f '�,-�w�P w,L� ��._ � from b'des. , � �
�<� ���1�.�� ��� �.� ����pi� 7�ec!m2ri� erea = rrCR1 IQ'Kc's , .= sireams � , +
Lov�Ecz- �-�-���-- �C� Trea?mert eree ��� from property lines h��� �� supply and sw'tches mus be located in a
���� -���5 �1�1u-e+.J M/�}-�1{DLES m�r t�-" �'' 'rom we!is weather proof enc'�osure outs�de the pumping chamber and manhole
;� �a�rF,�� �o 'from b!dgs.
''� :-i1_._; .�' f�om trees � SOIL BORIhG ELEVATIONS
I � li ' � � ��;�� i t i� �1�
�
�m,n.----�T--=� �-�-----=—i � TH�I EL.-�S -t�`rCo- )03�.0
„
,� � �.o.s� 1 o Th.�2 EL.1oz<.2
; � , grede. `�. /o
ICni I Iank I � :,� � 130 � Thr3��..'�•`6
�Jro� to -�n'•, � � �i� PfttSS'Jft� DISTRIBUTION MOUN�J SYSTEti1 �..h••� �.L. 1�.� �
� ,
. �� � I____--� r . TH.`5 El..-- o�2 �
�'�n. I fo 8 �DumP^9
Vcx.l��l04� � ��� ��1.a�C.s S!-�'RL.L--cc� E��VAT101' cf PRO?USED PJ�U?:�'�G �
C��amber
4�10 6��Gie. pipe CHAti':BER-�ozP._D 2��,�-=mY;-�'��=�
� - � R4�g�n:- , 'Co4 0� 4�,tx.1G -!G3�s•_ �
SYSTEM DESIGN -MOUND � " �.ow�-�-t �ioc� - t oas�+
TYPE-�, � B�D.�.JOM , Averoge rerco!a`ion ro�e �m�n./;r,ch (��si�.83 sa.fi treatmen' area per gal. of dcily sewage flow)
. � � gol./d�/ x.83sq.`t�gol. a� se.ft. e`tr2o`ment creo +10% _ "U sG.fi. (.= 10�.width=��ft.!2ngth o`bed area +side s!ope run u to I x.�heigh'= �'� ft.x°��ft,lown•erea needed)
I
Clean rock n�ded- (e�_sq.ft.treaim�stt er-� x l.u�� ��p;��;r�};_ '�I� cu.ft=27= a� _cu.yd�(3/4�to 2 I/��dio. ,inc}udes 2�of roc�c above p�pe)
���- Cleon sond fill below rock need2d �`�ct!.y�s. o�prox. , ser,dy loom b�c<fill a-� e.�_yds.o�prox., topsoii 6�� ��w.yd. AV � �
�. SA�b aF-P�3� )-�_
W ASl-Y�-�o ��;Lo.Mt�1���_-00 .AoO.ao°7o 'C� _T_04501�.FOE- 1R-RFt�+-�l�A�Ss.o��s_�-I�.__��Y�)
Number of tonks r�G�:ired a , is' tcn'r. ��� g�!. , 2r�`�cnk ��� goi.m.�irrxms �.1 s PL-im Pti N U �--�-s�Am�p�R- . .
Pumping chcmber ce;.,acity- 25% of daly s�•rfiga f,cw of��ge!.= � �`�gal.r resen� s'oroge o` 15 0�a:],/BF�� � gol.+pi�bock dr��noge— �
PROPERTY 0�� M��� ���-�L��`�� '
of 1� gol./IOOlin.ft.of � �dio. s!pp�y pip�, lin.ftre��ed 1?� , =�� ga!:+mon�E��1�gol./i001iRrtof���dio.pipe,ln.ftr�zeded� , a go�. �oSC,1� 1a�•
total capacity need��eal.(pius erea fcx pump) us� rn,n. a l� 9ql.cap_ ' LoT � ��OC.-�- 1�- �
- Distribution pipe �L�dia. , �_IiRft., ��d;a. �rforotiens���e�crt D�o?-�0 N1 �1. N'�N��. �-%'- ;
Pump size ��a hp. (Fumpe�e copacity?.�?gol. �cyc'es/�aY) _Us�� /9 � H�iao P��ss ���5�-�F3�—�,'� 3� qa,11__T,n.__ S'-P TE'.ST�/1/ � �.
Note � `'�hen ccr�stn,�ct�ng be� -- , t�;s ereo s`a�'o be s!-�c�eG Note= Dis!ance from trea!ment erea to ne�qhborinq v�!Is— � Des�gned 9y� `��S ���`''' •� - _
to diverf run-c`.f from ente,�ng irZGlfc'�2nt orea. '��`�'`��� ���1� �`�� � �
. . i Doie�2/��/� , PH. 512-497-��06
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. �QW Estimued Seavage Flow in Galloos pa Day(gpd) .:�
FSt1II13tfC� � v �JC� N�ba ,ry�I ,�lI 7ype III Type IV
or measured x 1.5 = " gpd. s�a►��
2 soo Zu �so 6oa,
3 450 300 2]8 °r
B. SEPTTC TANK LIQUID VOLUMES 4 �o0 3�s u� .�.
s �so aso �sa �
�_��,�J `�: I-1 Go�� gallons i t� � 3�0 �,�,.
��-,-f,�-�,, ,, s t2oo 6�s aoa
C. SOILS (refer to site evaluation) ''�''`�'�� � �o
N�c� ,.�,� ,�m
�� of s�..� ��,
1. Depth to restricting layer = ]i�,",, i s��3o inches U� �� &a� �, �,,
2 Depth of percolation tests = 1 � inches `'"m`' `""m`'
3. Percolation rate I), mpi 23a'a ,'o�o°o ;•.s o
5 or 6 1 S00 2,250
4. Land slope �j `70 ,a s z000 3.000
wa 9 Sce fig.C-6 (z IS)
D. ROCK LAYER DIlviIIVSIONS
1. Multiply flow rate by 0.83 to obta.in required area of rock
layer: A x 0.83 =
�.�v gpd x 0.83 sq. ft./gpd = a-� sq. ft.�-»�v=��yD
2 Select width of rock layer(10 feet or less) _ ,�ft.
3. Length of rock layer = area=width = Rock Bed
i��U sq. ft.= l!� ft. = i.,s1 ft. �.ti.�.,...ti.�.�.ti.ti.�.ti.ti.....�.�
�•r•f•�•1•f•I•/•r•f•t•t•f•f•l•r•
't.ti•ti•ti•�•ti•ti•ti•ti•ti.ti.ti•ti•ti.�.ti.1
tifti:ti:ti�tifti:�:tifti:ti�ti�Lftftiftifti�ti idth 510 ft.
. 1fti���tifti�ti�ti�,tiftiftifti�tiftil�rL�tif1
.f.r.f.l.f.f.f.f.f.f.r.t.j.f.f.j.
E. ROCK VOLUME �— �ng�' —� ` '
i
1_ Multiply rock area by rock depth to get cubic feet of rock; ���
uy sq. ft. x /.0�ft. _�cu. ft.
2 Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
L 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. = 3� tons.
F. ADSORPT'TON WIDTH �-LA`� `--o'�"-� �, �,w,a�,S�„ Table
1. Percolation rate in top 12 inches of soil is 11.) mpi P��ieaiRi� ��,. R.�d
Minutesperuich SO117E'Xtllf2 �,y„�� �O�`ad��ie
(mpil r.e .�a,
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00
L'' ; d/f�Z 0.1 to� Sand 1.20 1.00
' `� � 0.1 to� Fne Sand" �•b� 2•�
6 to 15 ndy Loam 0.79 1�2
3. Calculate adsorption width ratio by dividing rock layer 3i to a� si�i t,o m o50 2.�
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to�o ciay Loa�, o.a� 2.6�
61 tU 120 Clay 024 �.00
1.20 gPd/ft2� y � gpd/ft�_ �.t�� Slower than 120 Cla -- —
"Soil having�09G or mae o(fu+e or vey fine xnd
4. Multiply adsorption width ratio by rock layer�vidth to get
required adsorption width;
�.�,� x /� ft=�!�.� ft
.�
G. DOWNSLOPE DIICE WIDTH
1. If landslope is 3% or more, subtract rock layer width from
-`� adsorption width to obtain minimum downslope dike toe
�- - �� ft- ;C� ft = I '7 feet
,,
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation /• i feet
b. Multiply rock layer width by landslope � rooc co�.�
to deternune drop in elevation; : �ooc Ro �a
Slope Difference S�peratton ���r..t '
�(� X L� �0 �- 1�� _ •� feet SIOD� Oliterence �U et
Upslope W1Cin
c. Add depth of clean sand for separafion (2a) -�r«t Roce eea wiatn
at upslope edge, depth of rock layer(1 foot) to depth of �^ ��et DownsloDe WiOtn
cover(1 foot) to find the mound height at the upslope edge T`'�teet
of rock layer;
/. � ft_+ lft + lft= 3•J feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3����
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: �.l x ?�'.1J�=��feet
f. Add depth of dean 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;
� ? �� ft+�ft = 3.� feet
:"� g. Enter table with landslope and downslope d.ike ratio.
Select dike multiplier of y .�!-,
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3,3 x u �. _�_feeE
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; a, _
_ �„
1� feet :<.... : -
,;:...._...UDSIOD�MlCttl:: ' ::: -:;:�i.
, .
j. Total mound width is the sum of -�.�.-f..t ;::
upslope dike (G.2e) width plus rock ' 9 �
R C
r o�a wiatn ;:;:;
layer width (D.Z) plus o UDS10D�N1C[� /G / f„t UDt1oD�MICt11
downslope dike width(G.2i); 3 �'`••` ``°`
� � ; �
�,�ft+ �„ ft +�_ ft = �feet �' ' `'
k Total mound length is the sum of , ;: ' °°"i 51ope W�°`°
,. _teet ;
upslope dike width (G.2e) plus rock layer
length(D.3) plus upslope dike width (G.2e);
�_ft + ��" ft + 1; ft = ��� feet
�' ' • G. � - CU� �-
I� ,.,� � /� �
rote�lanptn
own ope �ps ope
3:1 Ll 5:] Sl 7:1 3:] 6:7 5:1 61 7:1 8:7
L abpe
p 3D LO SA 6.0 7.0 3.0 4.0 5.0 60 7.0 8.0
1 3.01 117 5.?6 638 7.53 291 3.ffi 4.76 5.66 6.Sf 7.�1
2 3.19 43i 556 GS2 S.II 2.ffi 3.70 �S{ 536 61� 6.40
; 33D 45l SB� 732 &.86 2T 357 �35 5.08 5.79 6.15
�'y �_�_ 3.11 `--1J6 1 675 7.89 9.� 2.68 �--3.15 -' {.17 l8t S.f6 6.Od
'� 5 39 S.OD 667 857 ]077 261 � 333 �.00 {.62 5.19 ST
L ' :` 6 366 S�b 7.14 938 32Q7 2.51 3S3 3.85 ltl �.93 S.�I
7 3d0 S56 7-69 ]034 1373 268 3.12 3.70 l23 1.70 5.13
8 3.95 SBB 83'i 115t 15.91 242 3.fII 357 lQ5 d.t9 tB8
9 �.Il 625 9.09 ]3At 78.92 736 2A1 3.�5 3.90 !30 f.65
�p �2g bb7 ]0.0 IS.00 2333 231 286 333 3.75 4.12 4A4
11 4.48 7.1� 17.11 17b5 30.�3 Z26 27d 313 3.61 3.95 4.7b
12 �I�➢ 7.69 1250 21.i3 3375 221 270 3.12 3.19 3.80 4A8
, � F-17
•,, h.
,;4Vy�; PUMP SELECTTON PROCEDURE
F1D PERfORATlON OF A PERfORATE�D LATEia%L
A. Determine pump capacity: c�v�•-
Gravity Distribution T,,,,,,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of = :.. - � d�..»R„F,b,k�,,,,,-
wateruserate. '�'`""'S"°`"` `�� .""�.;""""
2. Maximum suggested for delivery to a drop box of a home system is 2,700 . . -��„a����
gallons per hour(45 gpm)to prer•ent build-up of pressure in drop box. _.,;,,,„ , -.,�... �z•�e�.
�a .���..
. P.,+«m�.�.��,«.,
Pressure Distibution - � �»��� �"'°""'`"'^'
3.a. Select number of perforated laterals 3
b. Select perforation spacing= 3 feet �w�';,,'`��,""°
c. Subtract 2 ft from the rock layer length.
��-2 ft._ �� l� feet
d. Deterrrune the number of spaces between perforations.
L.ength perf.spacing=�ft.+ :. ft.= a� spaces tt�qU;red P�o�eon�t,�xe
e. �� spaces+ 1 = r� perforations/lateral �,gallons per minute(gpmj
f. Muitiply perforations per lateral b2 number�of laterals ro ��f��,p, ��`dse �Z m��", { °�d�
get total number of perforations. �,��� x �„ ,Q,,= lO� pezforations. �f�c>
g' '� X��+' ^a gPm. � -
1.Oa ��6� 0.74
SELECTED PUMP CAPACITY 3`1 gpm 2.�b �.g� 1.�4
B.Determine head requirements: a.Use for single family homes
1. Elevarion 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.
� feet
3. Friction loss
' a. Enter friction loss table with g-pm and pipe diameter. � PiP��8�
Read friction loss in feet per 100 feet from table. r Poinc of Discharg�
F.L._ �.l� ft./100 ft of pipe T/�3;.
b. Determine total pipe length from pump to discharge Elc�aaon Diffcrrncel
point Add 25 percent to pipe length for fitting p�p ����
loss,or use a fitting loss chart. Equivalent pipe
]ength-1.25 times pipe length=
�-3 feet F-18b
IZO x1.25= /�L
c. Calculate total friction]oss b multi 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Y� g � �;a;m i�.��oo a or��
friction loss in ft/100 h by equivalent pipe length.
10 0.69 0.20
Total friction loss= a, l� x J L-�� +100=�_feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
speCial head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
/0 + � + y 20 2.47 0.73 0.11
25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HEAD �feet 45 14.73 3.28 0.48
50 3.99 0.58
C. Pump selection ss 4.76 0.�0
bo s.bo o.s2
'� 1. A pump must be selected to deliver at least
� ��gpm (Step A) with at least �feet of fotal head (Step B).
L-13
CERTIFIC�\TIOI� ;k OU627 Log:; of Soil I3orinqs
Location or Project Lot l, Block 1, Rosch Add. , Orono
Bor�ngs made by �-p Testinq, Inc . Steve Schirmers _ Date �-20-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number Depth , Boring number 2
in in
feet Surface elevation feet Surface elevation 1035 . 2
J - --- --- 0 - ------
Topsoil dark brown Topsoil dark brown
loam loam
1 - 0 - 1 ' 1 - 0 - 1 '
Brown clay loam
Brown clay loam 1 ' - 1-1/2 ' -MOTTLED 1-1/
2 - 2 -
1 ' - 2-1/2 ' -MOTTLED 2- / ' Rusty olive brown
3 - 3 _ clay loam
Rusty olive brown 1-1/2 ' - 3 ' 8"
4 - loam 4 -
Rusty olive brown
loam
5 - 2-1/2 ' - 5 ' 5 - 3 � 8�� _ 5 �
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table : Standing water table :
present at feet of depth , present at feet of depth,
hours •after boring . hcurs after boring .
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2-1/2feet of depth. Observed at 1-1/2 ' feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
L-13
C�RTIFICI1TIOfJ ;I UU627 Log:, of _Soil 13orinqs
Location or Project Lot 1, Block l, Rosch Add. , Orono
IIori�ngs rrrade by S-P Testinq, Inc . Steve Schirmers _ Date 7-20-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iland X , or Power , Flight , or Bucket X
Depth, Boring number Depth , Boring number 4
in in
feet Surface elevation feet Surface elevation 1032 . 5
0 - -- -- 0 - -----
Topsoil dark brown loam Topsoil dark brown
0 - 10" loam
1 - Brown loam 1 _ 0 - 1 ' -MOTTLED 1 '
10" - 1 ' 4"-MOTTLED 1 ' 4" usty 1 ' - 1 ' 4" g�o�mbrown
2 - 2 -
Rusty olive brown
clay loam Rusty olive brown
clay loam
3 - 3 -
1 ' 4" - 3 ' 8"
1 ' 4" - 4 '
4 Rusty olive brown 4
loam Rusty olive brown
loam
5 - 3 � 8�� _ 5 � 5 - 4 � _ 5 �
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table : Standing water table :
present at feet of depth , present at feet of depth ,
hours �after boring . hcurs after boring.
Not present in hole }{ Not present in hole X
Mottled soil : Mottled soil :
Observed at 1 ' 4" feet of depth . Observed at 1 ' feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
_ _ .. ._ .
L-13
CERTIrIG1TIOtJ ;! UU627 Log., of _Soil f3orinc�5
Location or Project Lot 1, Block 1, Rosch Add . , Orono
IIorings made by ;;-p Testinq, Inc . Steve Schirmers _ Date 7-20-95
C3assifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1033 . 0 feet Surface elevation 1032 . 0
J - -�- -- 0 - -------
Topsoil dark brown
loam Top�oil dark brown
� _ 0 - 1 ` 1 _ loam
Brown clay loam 0 - 1 ' 8"-MOTTLED 1 ' 8"
2 - 2 -
1 ' - 2 ' 4"-MOTTLED 2 ' 4"
Rusty gray brown
3 _ Rusty olive brown 3 _ clay loam
clay loam
2 ' 4" - 3 ' 10" 1 ' 8" - 3 ' 10"
4 - 4 -
Rusty olive brown Rusty olive brown
loam loam
5 _ 3 ' 10" - 5 ' S _ 3 ' 10" - 5 '
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at S � feet. End of boring at 5 � fe�t.
Standing water table : Standing water table :
present at feet of depth , present at feet of depth ,
hours �after boring . hcurs after boring .
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 ' 4" feet of depth . Observed at 1 ' 8" feet of depth.
Not present in hole idot present in hole
Comments : Comments :
CERi. �00627
' � PERCOL�ITION TES"I' DAT�� SHEET
S—P Testin , Inc . ` 3:m_
Percolstion tcst readin�s made by g on 7-21-95 startin�a� 10 : 08
` �e.,�.�
Testholelocation Lotl,Blk. l,Roseh Add• , Holenumber 1 , Dateholewasprepared �-20-95
Dcpth of hole bottom 12 inches, Diameter of hole 6 inches
Suil data trom test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
,�tethod of scratchins side�+�all Knlfe
2
Depth of gravel in bottom of hole inches
Date and hour of initial �vater fillinQ �—20-9 5 3�epth o�initial �vater fillinQ 12 inches above hole bottom
1�4ethod usea eo mainta�n at least 12 inches of water depth in hole for at least 4 hours Automat ie s iphon
6
,Maximum water depth above hole bottom during tesc inches
Time Percolation
':ime interval, Measurement, Drop in"�ater rate, Remarks
minutes inches level, inches minutes per
inch
Water rem ining in te t hole
10�: 08 10: 38 6 1-13/16 16 . 6 30 min
10 : 49 11: 19 " " " " "
11: 20 11: 50 " " " " "
I
�-- —
Percolation rate = 16 . 6 minutes per inch.
CERT. �00627
' ' PERCOL��TION 1'EST D�1T�� SHEET
S—P Testin Inc. ` ��.��
Pcrcol;stion tcst readin�s made by g� on 7-21-95 ctartin� ac 10 • 09
���.��., -
Test hole location Lotl ,Blk. 1 ,Roseh Add. , Hole nun�ber 2 , Date hole ��as prepared �-20-95
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
,��Iethod of scratchine side�vall Knife .
2
Depth of Qravel in bottom of hole inches
Date and hour of initial �vater fillino�—20-9 5 3 Dep l�i o�'initial water fillin� 12 inches above hole bottom
f�4ethod usea�o mainta�n at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon
6
, I�4aximum water depth above hole bottom during tesc inches
Time Percolation
'�ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 • 58 refill 6
1Q: 09 10 : 39 " 3 10 . 0 30 min
10 : 48 11 : 18 " 2-13/16 10 . 7 " "
11: 21 11 : 51 " 2-13/16 10 . 7 " "
I
I
Percolation rate = 10 . 5 minutes per inch.
CERT. ;00627
' � PERCOL�ITION TES"I' DAT�1 SHEET
, S—P Testin Inc. 7-21-95 lO : lO 3.(11:.
Percolation tcst readin�s made b� g � on startin�at p.m.
,..:.•«, -
Test hole location Lotl,Blk. 1,RosCh Add. , Hole number 3 , Date I�ole�t�as prepared �-20-9 5
Depth of hole bottorn 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" To�soil dark brown loam
10" - 12" Brown loam
Aiethodofscratchingside�vall Knife
2
Depth of gravel in bottom of hole inches
Date and hour of initial �vater fillin� �—2 0-9 5 �ep�}���itial �vater fillinQ 12 inches above hole bottom
I�4ethod usea�o mainta�n at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon
6
,Maximum a�ater depth above hole bottom during tesr inches
Time Percolation
��ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
9 : 58 prefill 6
10 : 10 10 :40 " 4-3/8 6. 9 30 min
10 : 47 11: 17 " 4-1/8 7. 3 " "
11: 22 11 : 52 " 4 7. 5 " "
I I
I
—r----- —
�
Percolation rate = 7 . 2 minutes per inch.
CERT. tt00627
� � PERCOL��TION TES"I' DATA SHEET
S—P Testin , Inc . 7-21-95 10 : 11 �
P�rcolation tcst readin�_s made b�� g on �tartin�a►
��.��., p.m.
Tcstholelocation Lotl,Blk.l ,Roseh Add. , Holenumber 4 , Datehole�vasprepared �-2�-9�
Depth of hole botcom 12 inchzs, Diameter uf hole 6 inches
Soil da[� irom test hole:
� Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
i
�
�
�
.
�
� Method of scratching side�vall Knife
i 2
� Depth of gravel in bottom of hole inches
�
? 7-20-95 3 �� 12
; Date and hour of initial water filling t��f initial water fillina inches above hole bottom
�
� Method usea ro mainta�n at least 12 inches of water depth in hole for at least 4 hours AutomatlC s iphon
; 6
a
, Maximum water depth above hole bottom during test inches
�
j Time Percolation
�
$ ��ime inten�al, Measurement, Drop in water rate, Remarks
' minutes inches level, inches minutes per
t inch
� Water rem inin in t st hole
10�: 11 10 : 41 6 2-3/8 12. 6 30 min
_
Y 10 : 46 11: 16 " 2-1/4 13 . 3 " "
; 11: 23 11 : 53 " 2-3/16 13 . 7 " "
�
I I
I
13. 2
Percolation rate = minures per inch.
CER^. �00627
� � PERCOL�ITION TES"I' DAT�� SHEET
,� S—P Testin Inc . 3��'�
Pcrcolar.on test readin�s m::�e by g� on 7-21-95 stanin� ac 10 : 12 �.m,
�v.��., -
Test hol� location Lotl ,31k. 1 ,RosCh Add. . Hole number 5 , Date I�ole�vas prepared �—20-9 5
Depth oi hole buttoir �2 inches. Diamerer of hole 6 inches
Soil d�ts ;rom test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
�tethod of scratchin�side�vall Knife
2
Depth of�ravel in bottom of hole inches
7-20-95 �• �0 m 12
Date and hour of initial �vater fillino , ep h��nitial water fiilinQ inches above hole bottom
A4ethod usea�o maintain at least 12 inches of�vater depth in hole for at least 4 hours AutomatiC s iphon
6
, Maximum water depth above hole bottom during tes� inches
Time Percolation
�:ime interval, Measurement, Drop in�vater rate, Remarks
minutes inches le��el, inches minutes per
inch
9 �58 refill 6
10: 12 10 : 42 " I 3-7/8 7 . 7 30 min
10 : 45 11 : 15 " 3-13/16 7 . 9 " "
11: 24 11 : 54 " 3-11/16 8 . 1 " "
I
Percolation rate = � • 9 minutes per inch.
CERT. �00627
� � PERCOL�1"I'ION TEST DAT�� SHEET
S-P Testin , Inc . 7-21-95 10 : 13 n'.
Pcrcolation tcst readin�s m3de by g on star-tin�ac p, �.
ie.n�/
TestholelocationLotl,Blk. l,ROSCh Add. , Holenumber 6 , Datehole �vasprepared �-20-95
Depth of hole bottom 12 inches, Diameter of liole 6 inches
Soi!data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
A4ethod of scratchins side�vall Kn i f e
2
Depth of gravel in bottom of hole inches
Date and hour of initial�vater fillin� �-20-9 5 �e�tR��initial u�ater fillina 12 inches above hole bottom
I�lethod usea[o maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon
6
,1�4aximum water depth above hole bottom during tesr inches
Time Percolation
��ime interval, A4easurement, Drop in water rate, Remarks
minutes inches le��el, inches minutes per
inch
Water rem inin in t st hole
10�: 13 10 : 43 6 2-3/4 10. 9 30 min
10 : 44 11 : 14 " I 2-5/8 11. 4 " "
11: 25 11: 55 " 2-5/8 11. 4 " "
I
I
Percolation rate = 11. 2 minutes per inch.
PERFORATE� l.OAMY �nNo Ca��
I.AYER OF GEOTEXTiLE
�r__:,_ _ LATERALS fABRIC PERFORATED LATERAL
�'~, " •.. �• � GRA55 COVER 6 INCNES
SANOY LOAPA SOIL i� ' - ' �^ !'� : TOPSOIL�
• i Y , /` ��• .y1f :LEAN SANO FI�L _,.
�� /, .' �/ �, � ^�, NAXIMUM SLOPE--^ .
�.••� .�'" 3 TO I
LAYER OF GEOTEXTILE " f F � ,%�'
;. i ;� '�' � CIEAN ROCK 4"
FABRIC OR 4-tNEHE�-OF � �•�•. J'.�� � �I'' TOPSOIL � p�OWED OR 3�a TO 2'/z INCHE$ ' i, SLOP
HRX-G��B-$Y % .
$k1+�-��� i� ' .��� �, Z '% l, SUBSO4. DiSKED SURFACE
I�/2 OR Z� r:r,':.. .� �i� / /� �
PIPE FROM PUMP-� �`;��•,: ` ��'��,/ �•'� � ,� CROSS SECTION A- A
��,
-y' �/ ,.;y,%,,! � �' /.� �.
Z' �. �' � i,J// / P�PE FROM
CL�AN �OCK '�• '/ �• / ��• Y/'/ f \ PUMPING CHAMBER
` �IVERSIpN FOR � �
'� ,�' �� � �� ./� SURFACE WATER '� W ' f � ,
6' TOPSOII�, % , �/'� j � _ Y ' ' , %�
.f� � � / � .;r� � _ o i
,-..• .. ,�� /' � --
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1--U�,`1• • �' •�• 3 j�� - PERFpR4TE0 ; ; I _
:i � _ �`"'�„' �.���'9''�' � MQx• I Y'� LATERAlS ' �
�--i,�^ "`��, �' i .,:t,� � (�
�� � s�o� �-.� ��`�'J . �����'> : � ;i�,: _ � i �
. .Cl Pe�J ;:.. •. �,. : ;:'� .. �
eq ;�• ..
$q N • � • •��- �. "'a�,:,;,�;:ti.��'•. _ I ; .
Np F � 36, l.,,,:>:: ; i� x
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BRpk�N YFR : :.��.���`':'• _ ' ' ' I = ._
UP � ;�, =�� _ � -�'. � � .—
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ER :...� . . Q _ � Z ; Z �
�AYER �— _ — — � z z � — � .
� — INCHE I a#� I INCHES _
LAYOUT Of PERFORATE� PIPE LATERALS FOR - I � ; � -
PRESSURE DISTRIBUTION IN MOUND .
��—'—� — — � .
OiKE -----�-=0 FEET�,_piKE
�PEHFORATED PLASTIC PIPE _ MAX.
TOTAL WIOTN -
�PERFORATIONS SYACED 36' — RAfION SP�clNG / I 1 , `
END ON CENTER. P[RFORATION �--�'�� Rf0 � I �
SIZE MAY' BE �/ib. '��� ��„ .'/� Pf '� PLAN VIEW
VIEW pR y�•. \�
2�MANIFOLD i
. '-�� � PIHE ��� END PERFORATION OF A PERFORATEO LATERA� . i
•n�' �Grou Cora
°1� PERFORATIONS ON BOTTOM OF •! '� � �
P�ASTIC PIPE ,%
QO ��� '�� �t•- f,�, ry roY.oll�
7
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� �\ °�(ALTER��ATE LOCATION ' �a^�Y Sond LoyM ��«.«,�.-��„�,.e
- '�,c' 3i � �wx,-o�o�1-
�,l �.� OF PIPE FRUM PUM1+1 � �
\ ��ry�,y-.• �—Pulw 1�on DiJIW t1oN+ontnlir
'� ,�y( .�1nio C p PNor Top
I
_ L [ND CA� qp1 �� / ��/i PI � ��� —A� l�o�l IJ'lo EAp�
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, � Eo �arE \• ' . ..� -•Pulwallon�LocaHd ol
��=i. FQRp1 Z�PIPE FROM . �.� ti.an Sood loy�r Bul�wo al La�uol
pER PUMPING CNAMBER
�LFN�rN oF �so�i r,� oP.,�rs u�.a�
B�la� Plaunp Sond loyn
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1 REDW000, CED OR
' WATER TIGFIT Q LOCKABIE EIECTRIC BJX—� TREATED f'OST�4 x 4 min)
i PLUGS OR ELECTRIC CONNEC710NS— -- /-ALL ELECTRIC CONNECTIONS MADE
� 2� PVC CONDUIT SCHEDULE 80 _�_ INSIDE BOX
� MANHOLE COVER CHAINEO � IOCKED 6�5�'.� LOOP OF PpWER CORD FOR
SETTLEMENT
SEA�ED MANNOLE RINGS–� FINA� GRADE
� — �
� �
�"�' AT IEAST 12" •.�,�
i ��� � BEIOW GRADE
� WIRE FROM POWER SUPF'LY
--►
� --- - ' PIPE IS I.AID ON A UNIFORM S�OPE FROM
i u /�� . �F0�PROPER NORAINBACK�L TREATMEN NMEA
i SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THA
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITN ANCHOR---��
ALARM FLOAT ON SEPQRATE — WEEP HOLE
ELECTRICaL clRCulT—
NOTES� EIECTRiCAL YIIRE FROM POWER SUPPLY
_STQR_T_LEV�9__;�.� _ _ MUST NOT RUN OVER ANY TANKS 8U1
MUST BE LAID BESIUE OTIIER TANK.S
3 •1 �� AND MUST BE PL�CED IN CONCUIT
A�ONG POST
SHUT=OFF I�EVEI�Q_ � __ _ _ E�ECTRICAL CORDS FROM PUMP ANO
FLOATS MUST BE Rl1N TF�ROUGH
PUMP CUNTROL F�0l1T CONTACT. W��FS CANNOT Hl1VE GROUV�
���
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CONCRETE - ,��
MANHOLE ':'
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;
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! METHODS OF SLCURING MANHOLE COVER TO PREVENT
UNAUTHOf;iZED ENTRY
� Fi6urc C-14
i
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. ;
VERTICA� SIDEV`JAL� SEPTIC TANK
/-FINISHED GRADE
�: � -
- AT LEAST 6"TO 12" SOII, AT LEAST
I"
4" DIA. COVER 4" DIA.�
Mlt�l I �AT LEAST I"_ � AT LEAST I"
� .�
, ., _
�__ � �
--� � ' A DIMEN510N5 FOR TANKS WITN_ VERTICAL_SIDES A
W�DTH. W 24' MINIMUM ---
' LENGTH, t 2 T0 3 TIMES THE WIDTN ___
B DIAMETER fi0� MINIMUM _ . __
, � DEf THLD 30'_MINIMUM; 78� MAXIMUM __ C �
----
--
A 0.2 D _... .--• —
- � AT LEAST —8 � 6" MINIMUM; 0.2 D MAXIMUM _ 6" _
3�� - � -- 0 4 0 -- ---
-- - -AT LEl1ST 4 FEET- -- --`-' -^
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6__ � �
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iNLET ` � — SCUM �. ; �; OUTLET
� ,I ,�;,'�;OUTLET LEVEL „��,j� �'I .�` Y
S` —•• --•— — — "'� �'
—.__ SCUM CLEAR SPACE- �� �� r
�„ CLEAN OUT TANK WHEN�
— — __ �••{� — �—� 'T' �4 IS 3' OR LESS OR
— — -- — _ �� g 'B'IS 12'OR LESS
;, __ -- _ - _ - _ 1
� � _ �:
. .. . . . y.
::� .;�,..:�• :;:� . • '. • •'� :': BLACK COLAR
� ' �i.3.`��i•i.`•�.:.• • SLUDGE ;; � DISTiNGU15NES SLUDGE
�, s�',:,;:�;';;.',.'.;,.:. .. . . .. .', LAYER FROM LIOUID
, �
.,.. .�.;:
.,�, .,�... ,�...
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK