HomeMy WebLinkAbout2009-00641 - new mound septic • ' �
CITY OF ORONO PERMIT NO.: 2009-00641
2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 09/28/2009
952 249-4600 FAX: 952 249-4616
ADDRESS : 2250 FRENCH LAKE RD
PIN : 10-117-23-22-0012
LEGAL DESC : JOHNSTONS FRENCH LAKE 2ND ADDN
: LOT 001 BLOCK 002
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW -- h'lOGC/) 'G�
NO'I'E:
TANKS-(3)PRECAST CONCRETE(2)EXISTING AND(1)NEW
APPLICANT SEPT[C NEW 200.00
HAYES& SONS EXC. INC. STATE SURCHARGE SEPTIC 0.50
263 82ND STREET S.E.
MONTROSE, MN 5530� TOTAL 200.50
(763)479-1762 PA[D W[TH CC# 4286
Minnesota State License#: 640
OWNER
COSGROVE, DODD&ANN
2250 FRENCH LAKE RD
WAYZATA, MN 55391
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approvcd plans and specitica[ions,applicablc City approvals,and the
State Building Code. This permit is for only the work described and does
not gran[permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied wi[h whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked y time or ue cause.
/,��' / �r
A plicant ermi ee Signature Date � �����
Iss d By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK THER THAN DESCRIBED ABOVE.
. ,
¢0� City of Orono R C TY USE ONLY /, (��
P.O. Box 66 ��,� � � nl�i Q `C y
�' � 2750 Kelley Parkway Date Received: L-�. U Permit# (/� -�
�i,�,�
� "��'��'�' a Crystal Bay, MN 55323 >'
� 1?��.�;�t�- � �
a����.. �o (952 249-4600 Amount: �• v.,
t��.i(u�o$q, )
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
Site Address: Z Z �� �'��'�� ���� �"�` �
Owner: ��� � ��� �������-2 Mailing Address: ZZs� �'��.��. �``� �
City: ��'�J Zip:
c��/
Home Phone: �1�2- Z�(�7 - � 7�U Alternate Phone: �'�Z `��'7�- `��Z�
Contractor/Applicant information:
Contractor/App.: N 5 �w-s Contact Person: �(Z�!�
Address: �Z�3 �jZ �S'fS� �
State License #: � �i��
City: ���n'��S-P Zip: ��>6,} Expiration Date: �� L �
��+
Phone: 7�`� ``�7�- �7�6 2- Alternate Phone: Co (Z C��S- �5�3�
TYPES OFOCCUPANCY
❑ Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES ;
New or Replacement System $200.00 ZC�%C��
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total � Z �(� s�
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
1 / 2
. '
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes. '
I will be installing the following:
T nks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
�,(;s h� 2�C i s�`� .�c�C:� h-e�✓
Size of Tanks: i d��-, /o�e �Opo 1,�F
Treatment System
Trenches s.f.
✓ Mound S�U S,f, fv '�S�
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to be borrowed from site (show location on site plan)
t/ trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
�
Signature of Applicant � Date: `t — ZS'u�
MPCA License No.: (n ��}
Staff Review: �Accept ❑ Denied
' ���� �'� 9� .� � �
Reviewer: �,1'� Date: � ` C�
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
2 � 2
a�'�/� �L��T11116�� �I�14►. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
Fl�X (763)-497-5011
State License #394
� s~� - zYy - �,�,����f��
September 12, 2009
�1,�� — S'�� ? - 4' 4� 2,� � t l�'
Dodd &Ann Cosgrove
2250 �rench Lake Rd.
Orono, Henn. Co., MN
A Compliance Inspection was completed for the existing on-site sewage treatment
system located on this property. The system consists of 2-1000 gallon septic tanks & a
trench system with 3-100' long trenches. Soil probings found the bottom of the
trenches at approximately 30" to 36". Soil boring #4 found mottled soil (redox features)
at 50" below the ground surface 8� boring #5 found motfiled soil at 26" below the
surface. Thi� system does not meet a 3' separation from the bottom of the trenches &
redox features & is cfassified as non-compliant, failing to protect the groundwater. The
upgrade period will need to be determined by the City of Qrono.
This on-site sewage treatment system is designed for a Type 1, four bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The sails on this site are clay loam . The periodically saturated soits were located at
20" to 28" (redox features). Due to the seasonally saturated soils, a Pressurized
Mound System will need to be installed to treat septic effluent. The bottom of the rock
must be iocated at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate of 26.7 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
1
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 filf
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.
If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must
be in�ulated to a value of R10.
Cleanouts for each later must be insta{led & be accessible from finish grade in an
irrigation box with a ball �alve.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
If a garbage disposal is used, an effluent screen will be needed in the 2nd tank.
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-�ite Seuvage Treatment occurs.
MANAGEMENT PLANS:
The tanks need to be pumped every 2 years. Check with your pumper to set up a
schedule.
�ystem inspected for wet areas by owner & or Inspector as determined by the loca► unit
of government.
Any other requirements as determined by the locat unit of government
With proper installation and maintenance, this system should have no problem in
treating septic efflue�nt effectively.
2
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids & fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower & chlorine agents may kill the
bacteria needed to treat septic effluent. Additives are not recommended. Recommend
laundering be limited to 3 to 4 loads per day.
�i. ;/ �', / '
. �
'�,.
Steven B. Schirmers
3
'`'���,,,es°t� P°���t�o�, Compliance Inspection Form
Control Agency
Existing Subsurface Sewage Treatment Systems (SSTS)
520 Lafayette Road fVorth
St.Paul,MN 55155-4194 Doc T}�pe Compliance and Enforcement
Instructions on page 7
Summary Form (Compieied form must be submitted lo tfie local unit of government within 15 days.)
Parcel number.
System status: ❑ Compliant � Noncompliant � For Local Tracking Purposes: ;
(based on ali compliance requiremenls) I ;
L.—, I
Property Information - — — --
Property owner name(s): _ p y p � ti Z� �, 4�?- �'�(frJ
-�p"4� `� ����L__L0�;1a'�?�'�l �`r..:. Pro ert owner hone: � �
Property address: ���fip ������� L����
'P vY}_,�_�___��:-�ZS�.:)
Property owner address (if di(terent): --
County: �-��: ,t�.`�c,,��31 Permittingauthority: __��.5,.( p�: ����n
Date system constructed: �9��;�j Reason for inspection: q'%�qT�'�Y;�:-;.�j 1�2:�,k���{;"�r'_
System Description
Brief syslem description: _d-loDp �p 1 SfC-'P�1C -(f�>.��F-S � -/uU�Uo�t� �(�Z��.1��_����
Local permit number: _ Number of bedrooms: _l�__ Design flow rate: (oU 0
is the system:
In Shoreland area? � Yes ❑ No In Wellhead Protection Area? ❑ Yes jQj No
An U.S. Environmenlal Protection System serving a Minnesota Department
Agency(EPA)Class V Injection Well?❑ Yes � No of Heath (MDH)licensed facility? ❑ Yes
�i N o
COfT1P�idllCe $tatUS (Based on stafe requiremenls-additional local requirements may also apply.)
E3ased on the information gathered and reporled on attached forms, ihe compliance status o(this system is(check one):
❑ Certificate of Compliance-valid until (3 years from dale of report):
� Notice of Noncompiiance- For Noncompliant systems:
The reason for noncompliance is� �1�y�.�-.---�_�.,.��o �
Z�1� �',',�1'-�Oc�>'���,� 4��1�F^a ��o1LS�
This noncompliant system is classified as (check one below): —
❑ Imminent threat to public health & safety � Failing to protect ground water ❑ Nol in compliance with operating permit
Certification
1 hereby ceriify Ihat al!the necessary information has been gathered fo determine the compliance status o/(his system. No
de�ermination of future system performance has been nor can be made due to unknown conditions during system construclion,
possible abuse of the system, inadequate maintenance, or future water usage.
Name: Gi ��.�__�, SLN���,�.��c,, Certification number: (o a,�
Business license name and number: �-Q �('��1�� ��G L�L. � �9 W- �e3 -y��-35i�to o�
Name of local unit of government: ;,,
Signature: l�---- '', �-�__-__ -- -- Date: �j �11�P'Y
Required Attachments
❑ Hydraulic Performance ❑ Tank Integrity
�`" 9 9 � Soil Separation ❑ Operating Permit Form (if applicable)
Soil Borin Lo s
� System drawing/As-built drawing ❑ Any local requirements that are different from what is required on this form
� Olher information(list): ���,���/ �,j-�'�f, ,��
Upgrade Requirements (derived from Minn. S(at. § 1 i5.55)An imminent threat to public health and sa/ely(ITPHS)must be upgraded,
replaced, or its use drscontinued within fen months ol receipt of thrs notice or within a shorter period il required by local ordinance. !f tl�e system is
lailing fo protec!ground water, the syslem must be upgraded, replaced, or its use discontinued within fhe time required by local ordinance. Il an
exisling system is not lailing as defrned in law, and has af least two feet of design soil separation, lhen the system need nol be upgraded,repaired,
replaced, or ifs use discontinued, notwithsfanding any local ordinance that is more strict. This provision does not apply to systems in shoreland
areas, Wellliead Profection Areas,or fhose used in connection with(ood,beverage, and lodging establishments as defined in law
www.pca.state.mn.�s • 651-296-6300 • 800-657-3864 • TTY 651•2B2-5332 or 800-657-3864 • Available in alternative formats
wq-wwists4-31 • 4110109
Page 1 of 8
Parcel numbec Sysiem status: ❑ Compliant � Noncompliant
- -- __ ----
(as determined by thrs form)
Hydraulic Performance and Other Compliance - Compliance Inspection Form for Existing SSTS
Compiiance Issue #1 of 4
Date of observation: q -�D- Reason for observation: t� ,/�,
-- p9-----=-- \'�'0 i 5,4'`i`� �C'"F'},�91 ca�j`y=�-.
This form expires upon next inspection or in three years, whichever occurs first:
Compliance questions/criteria: (Required) Verification Method': (Optional)
__�Check the appropriate box) ___ _ (Check the appropriate boxJ
Does the syslem discharge sewage [o the ❑ Yes 0 No Q Searched for surface ouUet p•��
ground surface?
Does (he system discharge sewage to drain i ❑ Yes ❑ No ❑ Performed hydraulic test
tile or surface waters? � Searched for seeping in yard*1�
Does the system cause sewage backup ' ❑ Yes � No ❑ Checked for backup in home
into dwellinq or establishment? _ (
— � Excessive ponding in soil system/D-boxes la0
Do other situations exist that have the � ❑ Yes � No
potential to immediately and adversely ❑ Homeowner testimony
impact or threaten public health or safety ❑ Examined for surying in tank
_�electrical, unsa(e covers, etc.)?
An e - ❑ "B�ack soil" above soil dispersal system
y"y 5"answer indicates ihat f/�e system is an imminent
threat to public health and safety. ❑ SyStem requires"emergency" pumping
— -- ---- — ❑ Performed dye test
Does the system pose a threat to ground � ❑ Yes � No
water for any conditions deemed non- ❑ Other:
_protective as delermined by the inspector? i
"Yes"indicates that the system is failing to protect
ground water. If"yes", describe the condition noted: ------
'No standard pro(ocol exists. This lisi is not exhaustive,
— ------- — — ---- in sequentia/order, nor does il indicate which
________ _ _ ___ _ __ combinations are necessary to make this defermination.
Certification
This form is lo be completed and attached to the Summary Form of the Minnesoia Pollution Control Agency's(MPCA) Compliance
Inspection Form for Existing Subsurface Sewage Treatment Systems. Observations, interpretations, and conclusions must be
completed by an inspector. Completed form must be submitted to the local unii of government wilhin 15 days.
Property owner name(s): v 0'i��; �e r�y,��bl (���,L��Z,,�( f!
Property address: �2.SU r"i c'i 1 L��-�- l..-��`! �=.-- 'C���a ta � �4�3-ti�?
Property owner's address (if different):
County: �-} �=�..1}.1�t�;'14-� Property owner phone: ry��7 - �5.+.}cy ~ �cj L��j _ ——
I hereby certify that 1 personally made the observations, interpretations, and conclusions reported on this form and that they a�e
correct.
Name: _r-�{��/l��y �• S��..�.,��,,���c,, Certification number. (,a�
Business license name and number: �-���irya��U\� ►�C , �� ,�4�. i_���,..�g ��'3c, �,�, o�
Name of local unit of government:
Signature: r_ '�,.- - (_.r� �.:� (s� -- �'1 —1
Date: � vo�
www.pca.state.mn.us • 651-296-6300 • 800-657�386��,• TTY 651-282-5332 or 800-657-3864 • Available in afternative formats
wq-wwists4-31 • 4/10/09 � Page 2 of 8
Parcel number _ System status: � ❑ Compliant � Noncompliant
-— _ _ -- —
(as determined by this form)
Soil Separation Compliance and Other Compliance - Compliance Inspection Form for Existing SSTS
Compliance Issue #3 of 4
Date of observation: _�--) p -U^,� _ _ Reason for observation:_�'�y''�'.�-,��
. -'S rl s-�<�(%g___
This information on Ihis/orm does not expire. - - —
Compliance questions/criteria: (Required) Verification Method'*: (Oplional)
Check the approprrate box) _____ Check the a ro riate box
---- --T ---- ( PP P )
For systems built prior io April 1, 1996, and nol I
located in Shoreland or Wellhead Proteclion � � Conducted soil observation(s)(attach boring logs)
Area or not serving a food, beverage or � ❑ Two previous verificalions(attach boring logs)
lodginy establisl�ment:
❑ Olher. bo'F'CDwI '(�7��'}�c.1���- "�o��it7'',�.,�i
Does the syslem have at least a two-foot -
vertical separation distance from periodically `-r'`�'"'-1 b '`5
_saturated soil or bedrock? ❑ Yes ❑ No __ �p-�-(L4:a �,o��. �,��,�� �,��.����M��<>)
For non-performance systems built April 1, .� ���1 ,�� �p i!
1996, or later or for non-performance systems - -----
located in Shoreland or Wellhead Protection Soil observation does not expire. Previous observations
Areas or serving a food, beverage or lodging by two independent parties are sufficient, unless site
eslablishment: conditions have been altered.
Does the system have a three-foot vertical
separation distance from periodically saturated
soil or bedrock?' ❑ Yes [�9]No
For reduced separation distance systems(i.e.,
"performance" systems under old 7080.0179 or ' May be reduced by up to 15 percent if allowed in local
Type IV or V system under new 70II0. 2350 or ordinance.
7080.2400): "'No s(andard protocol exists. Thrs lrst rs not exl�austive,
Does the system meet the designed vertical in sequential order, nor does it indicate whicli
separation distance irom periodically saturated combinations are necessary to make this
_soil or bedrock?" _ ❑ Yes ❑ No determination.
Any "no"answe�indicates t/iat tlie system is failing to protect
ground water.
Certification
lliis form is to be completed and attached to the Summary Form of the Minnesola Pollution Control Agency's (MPCA) Compliance
Inspection Form for Existing Subsurface Sewage Treatment Systems. Observations, interpretations, and conclusions must be
completed by an inspecior or designer. Completed form must be sut�mitted to the local unit of govemment within 15 days.
Property owner name(s): ��v#, q� �'a9.)�1 L04�t.�i D i��
Property address: _ a �: S� '���F�}i.�1�, �.�Y�� '�T���Z_�_D�t91,`�(� - --
�
Property owner's address(ii difterenq:
County: �k;.%}�t��•,,'t !.1 ----_ Property owner phone: `�'? �Z-?-,`-}�)�- �'��"1 f.-�
1 hereby certify tha(1 personafly made the o6servations, inferpretations, and conclusions reporfed on this form and that they are
correct
Name: �-(��/��� �, �j���¢�.��x�c� Certification number. ___�a,�
Business license name and number. �-�Q-�{i����l� 11JL� L.1 C�_�_��3 - �}9 7 _ 3 S(o(�, or
Name of local nit oi gover�ent:
Signature: �� � [y-�(� - ��------ Dale: �-) 1��oj
�—
www.pca.state.mn.us - 651-29(s-{r300 • 800-657-3864 • TTY 651-282-5332 or 800-657-3864 • Available in atternative formats
wq-wH-rsts4-31 • 4/10/09 �= Page 4 of 8
��I"" T���I/ML79 ���d 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
LOGS OF SOIL BORlNGS
Dodd & Ann Cosgrove
2250 French Lake Rd.
Orono, Henn. Co., MN
Borings completed on 9-10-09, with a hand bucket auger.
�ORfNG NUMBER 1- Elev.98.2 - M�TTLED SOIL AT 20" - no standing water present in boring.
0 - 8" Topsoil dark brown loam 10YR 3/3
8" - 12" Gray brown loam 10YR 5/2
12" - 20" Brown clay loam 10YR 4/3
20" - 24" Brown clay loam 10YR 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
24" - 40" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8
40" - 48" Pale brown silty clay loam 10YR 6/3 -
distinct mottles 10YR 7/1, 10YR 6/8
�aRING NUfiABER 2- Elev.98.1 - MOTTLED SOIL AT 28" - no standing water present in the
boring.
0 - 8" Topsoil dark brown loam 10YR 3/3
8" - 12" Brown clay loam 10YR 4/3
12" - 28" Yellowish brwon clay loam 10YR 5/6
28" - 34" Yellowish brown clay loam 10YR 5/6 -
distinct mottles 10YR 7/1, 10YR 6/8
34" - 42" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8
BORING NUtVIBER 3- EIev.100.7 - MOTTLED SOIL AT 26" -no standing water present in the
boring.
0 - 6" Topsoil dark brown loam 10YR 3/3
6" - 12" Brown loam 1 QYR 4/3
12" - 26" Brown clay loam 10YR 5/3
26" - 30" Brown clay loam 10YR 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
30" - 36" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8
Soil borings cont'd.
BORING NUMBER 4_ EIev.100.8 - MOTTLED S�IL AT 50"- no standing water present in thQ
boring.
0 - 20" Topsoil dark brown loam 10YR 3/3
20" - 38" Gray brown loam 10YR 4/2
38" - 44" Brown loam 10YR 5/3
44" - 50" Pale brown clay loam to loam 10YR 6/3
50" - 60" Pale brown clay loam 10YR 6/3 - distinct mottles 9 OYR 7/1, 10YR 6/8
IBQRING IVUMBER 5- EIev.1Q1.8 - MOTTLED SOIL AT 26" - no standing water present in the
boring.
0 - 8" Topsoil dark brown loam 10YR 3/3
8" - 14" Brown loam 10YR 4/3
14" - 26" Brown clay loam to loam 10YR 5/3
26" - 36" Yellowish brown clay loam 10YR 5/6 - distinct mottles 10YR 6/8
2
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCQLATION TEST DATA S�I�ET
Percolation test readings made by S-P Testing, Inc_ on 9-11-09 starting at�;_45am•
Test hole location Cosgrove 2250 French .ake Kd , Orono
Test hole number�. Date test hole was pr�pared 9_10_09"
Depth of hole bottom 1� inches. Diameter of hole (inches.
�OIL DATA FROM T �T Hni F
DEPTH,INCHES SOIL TEXTURE
� - $" __ To soii dark brown loam
8" - �2" Gray brouvn loam
Method of scratching sidewall is 1�ife. Depth of gravel in bottom of hole is� inches. Date
and hour of initial water filling 9-10-09, 2•30�,Lm. Depth of initial water filling is ��c1�es above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour� is�uto_tnatic� tn ion.
M�imum water depth above hole bottom during test is�t inches.
- -
__ __ , - _
_ _ _ _ ; _
i i-___— --__ i
j Measurement, � Drop in water level, i Percolation rate
Time Time interval,min � inches i_ inches � minutes per inch_', Remarks
__ _ _ -- _ I .
_ _ _ -
� ___ -- __ - --- -� -- ,- ---------
i_ _ __8:35 _ I--- refill _ I _ _g --t I I
_ 1� -. - t -
- -__ _.— __ __� —
___ i- _
_---
�_ 8:45 i 9:15 ' 6 3-1/8 � � �
-- - --- �-- � -- -- --- ---� 9.6 �_ 30min !
_,_ _-- _ - - '
_ _ - - -- --
1
� ' �
9:18 { 9:48 6 � 3-1/8 9.6 , 30 min I
__ ._- --- _ __ _ � _ __ I
I - _
- _ _ -- -- _
- 1 _ ___ � _ _ �
--_ - - _ � �
____ 6 3-1/8 � 9.6 30 min
9:49 ��-19 _ __ ' _ -- -- { ---- ---- - - � _ _
I �
- -- ,
- ---
-----------
-- ------- -- _ - ---- -------- _ __ --- ------- __-- - — ____— - ---�
� _-- -- --_— _- _ __ __ 1 _- ----- ' I
Percolation rate =9�ninutes per inch.
CERTIFICATION N0.627
STATE LIC�NSE NQ.394
P�RCOLATION TEST DATA SHEET
Percolation test readings made by S-P Tec�ing* Inc_ on 9-11-09 starting at_$;�_Gam•
Test hole location C�'o,�grove, 2250 French Lake Rd , Orono
Test hole number�. Date test hole was prepared 9_10_09•
Depth of hole bottom 1.�inches. Diameter of hole �inches.
SOI�. DATA FROM T ST u�r F
DEPTH,INCHES SOIL TEXTURE
_ � - 8" To soil dark brown loam
----- —--------
8" - 12" Brown c�loam
Method of scratchuig sidewall is ktaife. Depth of gravel in bottom of hole is 2 i�nches. Date
and hour of initial water filling 9-10-09, 2•30�. Depth of initial water filling is,�nches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomat_ ic�Aphon.
Maximum water depth above hole bottom during test is�inches.
; Time __ � Time i�terval,min � -Meanch sent, - -Drop�nchesr level, �- menut stio r inch � I
, _- _ _
_ -- - -----1
i
-
- ---
� Pe_ ---- -- emar s
I' Water remaining in test hole ; j ; �
-- --- --- �
-- - ---- ,
� i --- ---_ --- _ 1-1/8 _ _ , 26.7 _ �__30 min _ I
, 8:46 � 9:16 g I i
� - -- ----1 _ _
� I � � -
I 9:17 I 9:47 _ t 6 ! � �
, - , 1-1/8 � 26.7 � 30 min
_ _ __ __---
__ _ _ - , -- - -- — _ _ ---_ __ �--- -----
i I
f 9:50 10:20 6 �
__- ---____ 1-1/8 _ ; 26.7 30 min
--- -- --__ --
I _ _ _ _
I
I-_--- ----- ---- --- --- --
-- --- I __
-- ____ �_ _ _ _- --- ___ - -_ ___ -- - --_ _ __ _� __ _-__ _ - - - - _
,
Percolation rate =�6.7 minutes per inch.
MOUND DESIGN WORK SHEET(For Flows up to 1200 gpd)
A. Average Design FLOW A-l: Estimoted Sewoge Flows in Gallons per Day
num er o
Estimated �o�a gpd (see figure A-1) bedrooms Class I Class II Closs III Closs IV
or measured -- x 1.5 (safety fnctor) _ ---� gpd 2 300 225 �8o bo%
3 450 300 218 ofthe
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 in the
6 900 525 332 Class I,
�, — J c�c� v gallons (see figure C-1) �"���:���� , � �o� boo s�o u, or�u
�,,i '��� 1 �i'4� l,�a ��, "��°" �,
8 1200 675 408 columns.
OOC� �•. * "'R%.{, !�1'iS-,l)
C. SOILS (refeY t0 Slte CUCiIl�Cif1011� C-]: Se ticTankCa acities(in allons
Number o( Minimum Liquid Liquid capacity with Liquid capacit�
1. Depth to restricting layer = l.�) �, � �,� {eet Bedrooms Capacity garbage disposal �'ith disposal&
-� �"'-T— lifl inside
2. Depth of percolation tests = /.0 . feet zo�iess �so �i25 15�
3. Texture G�/��� �.c>�� 3°�4 10°° 1500 z000
5 or 6 I500 2250 3�
Percolation rate �,t�, f) mpi �,s o�9 z000 3000
4. Soil loading rate � �},� gpd/sqft (see figure D-33)
5. Percent land slope � %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
G.,c�c� gpd x 0.83 sqft/gpd = � � r sqft
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLIZ
0.83 sqft/gpd x J a, gpd/sqft = �0 ft Mound LLR
3. Ler�gth of rock layer = area = width =
�{� `C sqft (D1) = /u ft (D2) _ �v ft < 120 M PI < � 2
E. ROCK VOLUME > 120 M PI < C�
l. Multiply rock area (Dl) by rock depth of 1 ft to get cubic feet of rock
�`�sqft x 1 ft = � ` �' cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
�!`;�''t' cuft = 27 cuyd/cuft = 1 � cuyd
3. Multiply cubic yards Uy 1.4 to get weight of rock in tons
��; cuyd x 1.4 ton/cuyd = �, c� tons
D-33: Absorptinn Widlh Sizing Table
F. SEWAGE ABSORPTION WIDTH PercoleiionRa�c LoadingRele
in Minutea per $oil lezturc Gallons AbsorpGon
]nch per da}'ptr Ralio
MP� s uare foot
Faster�han 5 Coerse Send 1.20 1.00
Mcdium Sand
Absorption width equals absorption ratio (See Figure D-33) LoemySand
Finc end
times rock layer width (D2) `
]6 io 30 Loem 0.60 2.00
31�l0 45 Silt L.oam 0.50 2.a0
,,lr�) X i c� Et = ��,{,...`) f t 46 to 60 s�,ay aeY� o.as z.6�
Silty Clay Loem
6]to 120 Sil�y Clay O.Z4 5.00
Sandy Cley
Cle
Slowerthan 120•
•Sys�em dui�Md!or m�,c.oil.�,.�.�tx oa,er or�,ro�,,,a,K<
G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope
(landslope greater than 1%) , µ o e ,
1. Downslope absorpdon width = absorption v��idth (F) , om oo�,e;oGeo°
minus rock layer width (D2) _ 6 ToPso�
�_,� ��Clean Sand��ft
��• � �` � `v �` - f`/ 1l eparation�_ft �,��
Resiricting Layer
Upslopewidlh(G2d) Rock W dth(D2) ��'nsJ�pewidN(C2i)
2. Calculate mound size '" " - --�� � �� E�
UPSLOPE
a. Depth of clean sand fill at upslope edge of qbsorptlon W1dlh-Sand(F�
rock layer = 3 ft minus the distance to restricting ]ayer (C1) �i "
3 ft - /, � ft = /.`;�� ft
b. Mound height at the upslope edge of rock D-34: SLOPE MUL7'IPLIER TABLE
layer = depth of clean sand for separation (G2a) L�,a vrs�onF DOWNSLOPE
Slo e multipliers for various mulliP liers for various
at upslope edge plus depth of rock layer (1 ft) ��� slope ratios slope ralios
plus depth of cover (1 ft) s:� 4:� s:� b:� �:i a:� s:� a:i s:� b:i �:i
�,"� ft + lft + lft = ?�. � ft 0 3.0 9.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
c Upslope berm multiplier based on land slope ' z.9� 3.as a.�b 5.66 b.s� �.9� 3.09 9.�� s.zb 6.38 zs3
3'�� (see figure D-34) Z 2•g3 3.70 4.54 5.36 6.74 6.90 3.79 4.35 5.56 6.82 814
d. Upslope width - berm multiplier (G2c) times 3 2'�5 3.57 9.35 5.08 5.79 6.95 3.30 9.54 5.88 7.32 8.86
4 2.68 3.95 4.17 4.89 5.46 6.06 3.91 9.76 6.25 7.89 9.72
upslope mound height (G2b):
tt = �O tt 5 2.61 3.33 9.00 9.62 5.79 5.71 3.53 5.00 6.67 8.57 10.97
3. � a. x "3- ' � �
6 2.54 3.23 3.85 4.4] 9.93 5.41 3.66 5.26 7.14 9.38 12.07
DOWNSLOPE .-- ,__
7 2.48 �.12' 390 9.23 4.70 5.13 3.80 ! 5.56� 7.69 ]0.34 ]3.73
. ---- __
e. Drop in e evatiop = rock layer width (D2) times g 2.42 3.03 3.57 4.05 4.99 4.88 3.95 5.88 8.33 11.54 15.9)
percent landslope (C5) = 100 9 2.36 2.99 3.95 3.90 4.30 4.65 4.1] 6.25 9.09 ]3.04 ]8.92
�� f t X � % = 1�� _ ��1 t ]0 2.31 2.86 3.33 3.75 9.]2 4.49 9.29 6.67 ]0.00 15.00 2333
f. Downslope mound height = depth of clean 17 2.26 2.78 3.23 3.6] 3.95 4.26 9.48 7.]4 11.71 ]7.65 30.9'
sand for slope diHerence (G2e) at dow�lslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.SD 2l 93 43.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
3.'�, ft + , ') ft= �i-v ft
g. Downslope berm multiplier based on percent land slop ,
S��?� (see figure D-34) " `�" f
. ��� _
h. Downslope width = downslope multiplier � U�,s,oP��idth(G2d)
(G2g) times do�vnslope mound height (G2� y;; "
'.:.i�:' X �1� �� {t = ���� f t � uPSk,�pe w�au,�csa> Rotk Bed i uPs�o�e�vidth(G2d)
� ft WidUi(D2) �� r /V ft
i. Select the greater of Gl and G2h as the ,��- LengU�(D3) ,o'
downslope width: ����, ft � :\ � Downslope W;du,«2;,�_f, �
j. Total mound width is the sum of upslope \ '>'� Absorption W;dU,cr>_�2
��
width (G2d) width plus rock layer width �!��� /_J
(D2) plus downslope width (G2i) \^ Total Length(G2k) {; ��' �, - -
1�� ft + �� ft + �,��. ft = �-1 � ft
k. Total mound length is the sum of upslope width (�2d)
plus rock layer length (D3) plus upslope width (G2d)
I� ft + ' f� ft + i� ft = �v feet
� �, � .,> ;> q y
Final Dimensions:
,
�>_ x � a �'�,���-.
1 hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
G � � //
��----- -� (� %.-• � _ •
� - (signature) 3p1 ``-) (license #) 1 ' 1"% '„� (date)
� �
PRESSURE DISTRIBUTION SYST�M
Geotextile fabric
1. Select number of perforated laterals 3_ ,
Quarler inch perforaHons s aced�3' 12
2. Select perforation spacing -�_ft . 9"of rock
3. Su�ce perforations should not be placed closer than 1 foot to Perf Sizing 3/16��- 1/y��
the edge of the rock layer (see diagram),subtract 2 feet from Perf Spacu-tg 1.5'-5'
the rock layer lengtli.
E-4: Maximum allowable number of 1/d-inch perforations
— �� -2 ft �..�� per laferal to guarantee<10%discharye variation
Rock layer IengUi -- �� (; f(�
perloration
4. Determine the number of spaces between perforations. SPacing
Divide the length (3)by perforation spacing (2) and round �Qe} 1 inch L25 inch 1.5 inch 2,0 inch
do�vn to nearest whole number.
Perforation spacing = �-)�r it- -� 2�5 8 14 18 28
v ft= ) �� spaces 3.0 g 13 ��
5. Number of perforations is equal to one plus ille number of 26
3.3 7 12 ib 25
perforation spaces(4). Gieck figure E-4 to assure the nu�liber of 4'0 > >> 15 23
j�e�foratio�is per-lateral gitnra�ltees <10% discharge variatio�i. 5�0 6 10 �q 22
!! s aces + 1 =
P �___'Z___perlorations/latera]
E-6: Perforation Discharg� in gpm
6. A. Total numUer of perforations = perforations per lateral (5) '—'
times number of laterals (1) perforation diameter
head inches
I � perfs/lat x U lat= S/ perforations (feet) 3/16 7/32 1/4
B. Calculate the square footage per perforation. �'�� �•42 0.56 �0.74�,
Should be 6-10 sqft/perf. Does not npply to at-grndes. 2�0b 0.59 0.80 1.04
Rock bed area = rock width (ft) x rock length (ft) �
�ft x�c�ft = !;<��,� sqft
��0 0.94 1.26 1.65
Square foot per perforation = Rock bed area +number of perfs (6) b Use 2A feet for n9lhina e�i5ehomes. •
r�,-,,. ,
sqEt=_ �,-/ perfs = �.4� sqEt/perf
7. Determule required flow rate by multi 1 in M�"�F�`° `°`"TE° °' `"° � p�E55ME DISTRIBUTION nSrEM
perforations (6A) by flow per perfora on (ee figu�e E-6�lmUer of
�_perfs x ,�_g�m�perls = 3�; m .
gP �.
8. If laterals are connected to header pipe as shown on upper `
example, to select i�unirrium required lateral diameter; enter d��w„���`"`�"'`�
i�:.�;�..;.,.
figure E-4 with perforation spacing (2) and number of perlorations
per laieral (5) Select miniinum diameter for �� �M
perforated lateral= 2,,c� ir��les. �.o�. o, YEn�DW.T[p„�E w.,E„A�,�a
PACSSUnE OiSiHia�l�ON uou D
9. If perforated lateral system is attached to manifold i e near � �rc
� p �,�.,,�,:�, ,,,�.�
the center, lower diagram,perforaied lateral length (3) aiid
ICw oqt�.:'f e['L,",',4,°'!'w \ �Nwon.rw�
number of perforations per lateral (5) wil] be approximately one .,. �-
half oF that in step 8. Using these values, select minimum K �`�_"`"" � [ -�"
/`Y �. �_� ��
diameter for perforated lateral = ,-�--�-- inches. � �`""�a�.,K•:;,�,;;�;,
b ��rrN���= ..
rro"u[�
d�
�``w�M ...,.. „
I her by certify that I have comp]eted this work in accordance with applicab]e ordinances, rules and laws.
r �
�__-- (�f' � � : -- '�c� (
— (signaeure) .� i � (license#) _`I —)j—r��
(date)
PUMP SELECTION PROCEDURE
1. Determine pump capacity:
, A. Gravity distribution
1. Minimum required discharge is 10 gpm
2. Maximum suggested discharge is 45 gpm. For other
establishments at least 10%greatei- t11an the water suppl�� rate,
but no faster than the rate at which effluent will flow out of the
distribution device.
B. Pressure distril��itioil
See py-essure distribution work slTeet
Froin A or I3 Selected �ump capacity: ��i? gpin
2. Deterinine puiYip head req�.iirement�:
A. �levation difference behveen pump and point of discharge? soil treatment system
13 _feet &point of discharge
d?9o°�ci°:de: ��7�
B. Special head requirement? (See Figi�re af righf - Special Head Requirements) total pipe
v feet , length
inlet `" "''"=� } 2A.elevation
C. Calculate Friction loss - ;, difference
p�pe ` i
;• ------- -- -
>
1. Select pipe diameter '� ln '
„ ................. ;
;:
� �---------------------------- -----�
z. Enter Figure E-9 with gpm (lA or B) and pipe diameter (Cl).
Read friction ]oss v��et per 100 feet from Figure E-9 Special Head Requirements
Friction Loss = a�-.� ft/100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length h-oin pump discharge to soil treatment Pressure Distribution S ft
discharge point. Estimate by adding 25 percent to pipe lengih for
fitting loss. Tota] pipe length times 1.25 = equivalent pipe ler�gth
l��? feet x 1.25 - � ti feet E-9: friction Loss in Plastic Pipe
4. Calculate tota] friction loss by multiplying friction loss (C2) Per 100 teet
nominal
in ft/100 ft by the equivalent pip� length (C3) and divide by 100. pipe diameter
= o-'- "� ft/100ft x �� =100 - �-- ft Ylow rate 1.5" 2" 3"
pm
D. Total head required is the sum of elevation difference (A),special 20 2.47 OJ3 0.11
head requirements (B), and total fricHon loss (C4) 25 3J3 l.l l 0.16
_ 1� ft + 5� ft+ "z {t = 30 5.23 1.55 0.23
T��al head: �'� fee� 35 6.96 2.06 0.30
_ 40 8.91 2.64 0.39
�. �'uinp 5electios� 45 11.07 3.28 0.4a
50 13.46 3.99 0.5�
A pump must be selected to deliver at least 3�' ,�pm 55 4•76 0.70
60 5.60 0.82
(lA or B) v��iih at ]east a.� feet of total head (2D) 65
6.48 0.95
70 7.44 1.09
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and la�vs.
__1-_ j
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION C SCHEDULED
PERMIT NO. COMPLETED "( ��
ADDRESS �� S� �`/��� �I. Fl � Q � Gl
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION ��� � S u �C1 'r F/C A'�• vN
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
Q ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
J ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W� �' WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W' ❑CORRECT WORK&PROCEED '� ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR W4LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOFI �CITATION ISSUED
� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContractor on si�e: �
Inspector. � �
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