HomeMy WebLinkAbout2000-P02774 - new septic system ` �`' PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway- PO Box 66 Po2��a
Crystal Bay, Minnesota 55323 Permit Type: septi�
(612) 249-4600 Date Issued: si3i2000
SITE ADDRESS: 1720 North Farm Rd
LONG LAKE,MN 55356
P ID: 27-118-23-44-0011
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation• $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: SULLIVAN'S UTILITY SERVICES OWNER: C L HANSON&J L HANSON
3660 HWY 101 S 1720 NORTH FARM RD
WAYZATA,MN 55391 LONG LAKE MN 55356
TI�UNDERSIGNID HEREBY REQUESTS PERNIISSION TO MAKE TI�REAL IMPROVIMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMI'LIANCE WITH ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUII.,DING CODE REQUIRIMENTS.
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N I SUED Y SIGNATURE
Copies:City,Applicant,Assessor,Finance Page 1
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CITY OF ORONO SEPTIC SYSTEM PERMTr APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: j 7 Z O ��a�'��► �z'rv�� iP�-P. _
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System, $100.00 -
Repair Existing System, $ 50.00
(Tanks or Drain�eld)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: �y�co CoH,�:�v���,�i�� PhoneNumber:
Mailing Address: t 7 Zt� IV„r dk �Q� fL,l, City:���,�« Tp:
Contractor's Name: Su llSu�H s (.l�a/r�4�.tit� PhoneNumber: y�3-�/300
Mailing Address: ?�6 p !�; .,, i o�� City: 7ip:; �s-�q/
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Of�ces; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the Ciry Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainf'ield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
. - �
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
� 2. I will be installing the following:
A. Tanks: �c Precast Concrete _ Other Manufacturer j��
Tank Capacities: 1) � gal. 2) /Soo gal. 3) gal.
B. Pump Station (if required)
Pump make & model G�,Io�s �I�F_ib/Z►f (attach pump curve &
literature); system design requires � gpm at 3 7 feet of head.
High water alarm make & model ���,� �;�,��.C;� Outside
electrical work to be completed by installer _�c electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System: �{�j'�q�e
Trenches: s.f. A�
Depth of rock below pipe " Rock bed dimensions � 'x//3 '—Z
Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. �_"
Maniford Pipe Diam. Z °
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
�_ trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: Date: �'Z-�a
MPCA Certification No.: t ZD
Staff Review: App oval Denial
r
Reviewer: Date: ��?-�
Reason for Denial:
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�� � !I CITY of ORONO
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\ �i, � 'y l ti �� MUnlClpal �ff1C@3
�� � �r� y�'`�`�r G~// Street Addross: Mailin�Address:
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�EggOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
June 14, 2001
Craig Hanson
1720 North Farm Road
Long Lake, NIN 55356
Dear Homeowner:
This letter is regarding the final inspection of your septic system. We still need to do a final
inspection on the pump and alarm on your septic system. We need to varify that the pumps are
working in your septic tank and the pump alarm works. The alarm is installed in your house so
we will need to set up a time with you or set up a time with your septic contractor to view it.
If you have any questions or to schedule a time to inspect your septic please call the number
listed above.
Sincerely,
• ��
Matt Bolterman
On-site Septic Manager
.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
, SEPTIC SYSTEM APPROVAL pQ G �-�
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> f,. ,� CITY of URONO
� �r, ' Municipal Offices
�� , � � G~ et Address: Mailin Ad r •
Stre g d ess.
� ��`91fE+ggOg'���� 2150 Kelley Parkway P.O. Box 66
- _% Orono, MN 55356 Crystal Bay, MN 55323-0066
"r ;
Owner %���]G'�� �z�>7.5���c`�I���� Phone (Home) (Work)
Address f71� �`�'���wt-k F�e�� �d City �Zi���t�` State G11�-' Zip
Site Evaluator S F� i�'�i���«. State License # a�y Phone# ��t1-s�-i/
Type of Establishment: Single Family .� Multi Family
Commercial /U� Garbage Disposal Yes No
No. Potential Bedrooms �� Est. Gallons Per Day `loc-�
Water Meter Required: Yes_ No ;x Soil Sizing Factar , (��• �� � �f Z
Perc Rates P-1 �: � P-2 2,7 P-3 y,S P-4 ��� P-5 p?,7 P-6 �, P-7
Restricting Layer Depth B-1 S�i" B-2 Kt�'` B-3 �tz`` B-4 Yz" B-5 .�-�" B-6 .;-1`'
Type of Treatment System:
Standard_� Experimental Alternative
Pressurized Mound System At-Grade System �
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size ��5���vt:�� # of Tanks � 1 Lift Tank Size� �S�t�
Pump Brand GPM ��� Head .5 7
Treatment System: �
Minimum t8;�I�3')�- ���-5� ��� Square Feet with�inches of rock below pipe
Type of covering Fabric�_ Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED�_ DENIED By the City of Orono subject to existing regulations and
the follo�ving conditions: (,�,yR����ce.% /tr�s /k�n �Arr��=v ��;��' il/ell s�rb.�c«s,���', �'�� 6 ��'f��k
5�t'r�.Lt-'' �C��r : Gt � �/� /���C'S {rl U'S - � C�`�rv� � k t ` "' � t� �v � C'7�i0� l..
By:
����� Chris nce, On-Site Systems Manager
�OR�OM�. ���',AS�p!#lUA�BER
��MI�iNt��iNS DESIt,�i.
Telephone(612)249-4600 • Fax(612)249-4616
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� ' ��P TES TI NG� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566
FAX (612) 497-5011
State License#394
_ =���_'�:�
"''"�.; � � 1999
November 29, 1999
C:��Y ur �:t�;a�1;'O
ANCO Construction
1720 North Farm Rd.
Orono, Henn. Co., MN
This site has an existing on-site sewage treatment system which is Gassified as failed
due to not meeting the required 3' separation from the bottom of the system and the
saturated soil. Soil borings into the system found the top of the rock at 12" to 18" below
the surFace with the bottom of the rock 30"to 36" below the ground surface. The
original tests and design compieted by S-P Testing, Inc. on June 12, 1984 logged
rr�ottled soil at 4-1/2' below the ground surface and the system was designed with the
bottom 18" below the ground surFace. The system was also installed downslope of the
original tests.
This On-Site Sewage Treatment System is Designed for a Type 1, 6 bedroom home, (3
at present - adding 3) in accordance with the Minnesota Pollution Control Agency
Chapter 7080 and local ordinances.
The soils on this site are SCS soils mapped - LrC - Lester loam. The seasonally
saturated soils were located at 34" to 54". The bottom of the treatment area must be
located at least 3' above the seasonally saturated soits. An At-Grade system may be
installed for the proposed site. Two At-Grades will be installed side by side with equal
distribution on the slopes, see attached work sheet. A pressurized mound system will
be needed for the future expansion site.
The At-Grade System wil! need to be on a 7�o slope which will requir�e City approvat, a
maximum of 6% is required. The future site is on a 7.5% slope and will need to be 10'
from the property line along Co.Rd.6 which will also require approval from the City of
Orono.
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The soils at a depth of 12" have a percolation rate of 4.5 mpi.
The existing tanks may be used if water tight and upon approvat from the local
Inspector. A 6BR home requires 1-1250 & 1-1000 by the city of Orono. The existing
tanks may be 2-1000 gallon capacity which wilt require another tank to be installed.
A pumping chamber will need to be installed to lift the septic effluent to the treatment
area. The power supply and switches must be located outside the manhote and
pumping chamber in a weather proof enclosure. A waming device must be installed with
a light and sound device, this is in case of a pump failure.
The existing weil on this site is 55' from the At-Grade System and 50' from the
absoprtion area of the down slope toe of the future mound system wMich will require city
approval. City oode is 75'. All other neighboring wells are greater than 100' away from
the proposed treatment areas.
Keep all heavy equipment off of the proposed treatment area before and af�er
construction. The treatment ar�ea should be marked off bef�one constrvction. 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 human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids 8 fine
solids passing through to the system. Exoessive amounts of soaps, anti-bacterial
soaps, cleaning agents &chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. Recommend to pump & clean your tanks
through the manhole by a certifted pumper every 2 years. Check with your pumper to
set up a schedule.
��'�-�• C-��
Steven B. Schirmers
2
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, � � r ' �, �A� � �—�0--� Noie= Tlis system is to be c.onstructed to me�3
� � � -
i � �+-:il � �; kx,;,-�e � the t,�5rnesofa Po1iu:'an Coc�:�ot Ayenc�r
� / _���'�S � Chapter 7080 & �,ocal Ordinance
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QOSS� `ow , Check all underground �tilities
ow 32v,sAs��L � .
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Gevgned Br:f��—E7'- ���C,vti—
- �- C�'e�1L/�2/�� PH,6t2-497-3566
, � 14 �,'^t>� .7�`1� •t'�,:��.. ;J�j �/�a"bi0 :l��viA�, �y•"Y�Y�S 1A11 �)3a- `.�,i). j��, �,;, f � -,:_�• .�!,u
,. � �'E"`��O'V a1�/U i� 4 a�' `A"Y-1(1Y-S" � /� J '\`, O .c���.+ �!
, � ���� 'F'OL`F �T�G T _� �'15',`s,�Y.�,t^,}� .,'V � �eh�� .S.r-+��_I. SI"�..C`��[�� t+^+N � )- ���W
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; � a __�n�� .��.` - ----� ���G�X'Ci� �_'CQ4_sol� I �� c�.ko� _
q� - � - - - --a .---�A'��tC_.. x�.4 K-r�����,
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i SET- BACKS , � � , � i ,�
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I HOUSE System must be=
i Tank a�� from property line �
I �. from wells _ - A.�- I�AT��
= q'1 �o from bidgs. , �C - S�c-�/O�,.1
� �'�s Treotment area _.�from lakes, - streams
Treatment orea zD from property lines
�1RUNo�Es. rr�ax L'' �;from we l is�A.�'�o.�so 5°'
[3AGKf�� zo from bldgs.
�= 1�'from trees ote�Power supply and switches must be in a weather SOIL BORING ELEVATIONS
� � r - . � ndosure. outside�Pumpin9 chomber
zomin- . . ' TH�I EL.-► o. �n.►�1,� -�o4.tS
�
_=a p-'�=_—=�_ - " - r------,-_... TH."2 EL.-11�.� s��_��
� Tank Tank - - -� ��s��- GrodeZ%slope TH"3EL.- i13.o
Drov to Tank ��so 9a� imBBS,,,e TH"4 E�-���.3
Min. I"to 8� �--Pumping TH.`5 EL-!�?-3
Max.l�to4� Chamber ELEVATION at PROPOSED PUMPING
4��to 6��dia.pipe isao�l CHAMBER-��.b�•�`^'►�-q�•o
A-� L4Prlko''� �YS��w\ la�eo.��.e i�'�ec�vt�,s�. -r�`f- - �i9.���oY-r'A�ty, ga.-�
�, a:.,b „ �, - ��.5. " " q�s.�_
SYSTEM DESIGN � �
TYPE� ,� BEDE30QM - Percolation rate y.� min.lnch (design ��-3c� min./inch)
.
Treatment area required w/•� � of rock filier matenaf9ov�iE�i�a-n-- sq.ft. of trench bottom'��-b�-
Number of tanks required�, , Ist tank/aS� goL, 2nd tank1�gal. minirrwms
Cleon rock�cu.yds. ( 3/4�� to 2 I/2��dia.,includes 2��above pipe) PROPERTY OF� A1��C.o 4°i-t��'�'o�l.
Pumping chamber capaaty= 25% of doily sewoge flow ofgoQgol.=�j!gal.+.Reserve.storoge�gal.+ Pipe,-back drainage.�gal=��5� q�1 cop, 1'��O �0�{�1 �4�t �.
�� N S� m��n I 6o�g�l� C�Oi-�O M f�1 . L1�1�. L�0.
_ ( Reserve storage = ISoga1,/bedroom=9oQ.:ya�• * pipe back dra'�age- �� gal./IOOlin.ft.� pipe- length of pipe needed a 1? fk =�ga1.)
� Pump size ��hp w/mercury float pump controls_ �S� 3�! N�4� �:�i �,s c.�.1��� 5� �(� ,-,..ti, $-P TEST/NG NC. .
. Note� When c�nstructing bed .�- , this area should be shaped Note= Distance from treatment area 10 neighboring wells— Designed By��� �• S
- - to divert run-off from entering treatment area. �'���� �� 100� PH. 612-497-3566
Date�11/�/� ,
' ,�� ATGRADE DESIGN WORKSHEET
(For Flows up to 1200 gpd) Estimaced Sew'�Be Flow in Gallons per Day(gpd)
N o(� 'Iype I 'lype II 'Iype III Type IV
A. �.�W Bodrooms '
Estimated �� gpd 2 �oo z2s ieo � i
s aso soo 2is
a eoo 3�s ub '�
or measured — x 1.5 = -- gpd. s �so aso z�a "�
6 900 525 332
7 1050 600 3')0 �
B. SEPT'IC TANK LIQUID VOLUMES 8 12°° 6�s °°6
I-)�.So d �-i ooc>gallons Number r'°,;m"m �"°"m"m
or �`„"'` ��
C. SOILS (refer to site evaluation) B�� c.�.� ��
1. Depth to restricting layer = ��;,y��,�wxe.�t��inches �'"�"� �d1as'
2. Depth of percolation tests = 1.a inches 2�iess �so i.iu
3. Percolation rate `i.S mpi s o 6 i;soo i,2'�so
4. Absorption Ratio�� gpd/ft� o a 9 s fi&c-� �x�is�)
5. Linear Loading Rate: 8 6�3 2 gpd/ft
6. Land slope 7 % b^��,5� ti�
� ��1
D. ROCK WIDTH �d�,,� Soil Texture r� ;w.�
1. Percolation rate in top 12 inches of soil is I�-3o mpi `"'�' '�
Faster than 0.1 �se Sand �•� 1•�
2. Select allowable soil loading rate from table; o.i co s sena l.�o l.ao
•�� $p�f� 6 to 15 �nd�Loam 0.79 1.52
3. Calculate adsorption width of the rock by dividing ��� �� � • 200
37 to 45 Silt I.oam �•� 2'a
rock layer loading rate by allowable soil loading rate; �c�6o c� c,�m o.as 26�
`�--ev. d/ft+��gP��2 = c,, ft. sio,61��,°�zo c�Y o.sa s.00
-seu n.�in�soli m n,o�e ot nn�o..�ery b,u..na.
� E. SYSTEM SIZE Mpt
Soil'I'exture O�k����v �����8 R+te
- a.The Height of the System is�feet(2') Fueerehan Q1 c�,�S„rd �Neentiredepeh s
b. Enter tabl�with landslope No&ndia6 s
O.1 to 5 S�+d Lyees wilh no Mottln 4
andupslope dike ratio.
Select dike multiplier of _ .► . L .��M�, z
o.i so s F�+Q�+d 6
c. Multiply u�slope dike multiplier by =�-��= N°�""�°'^°�"°"
height to find upslope dike width: U�d�� _4
e so as Sardy Loaa+
2 ft x�Z=�e_feet 16��� �-�'�► Nod.�U� a
d. Enter table with landslope and 31 to+g s���•�' �,,�„�,�,,���, 3
downslope dike ratio. 46 to 60 cur�=a►
Select dike multiplier of �. 60�o z2o cl.r �t►���d��,,
� Z
e. Multiply downslope dike multiplier by �720 �droek eneouneartdletAeborin6
height to get downslope dike width: �
� ftx SS� =�feet uS�►�S
f. The System width is the sum of upslope dike width plus downslope dike width;
�� ft+ 1 s� ft= � � feet �
g.The rock layer length is the flow divided by LLR: c�o. +�__ �a S feet ; a�� � 3
1. Total length is the sum of upslope dike width plus rock layer length plus
upslope dike width: c� ft+ 1 i� ft +�_ft= � �S feet
F.ROCK VOLUME �'x��_,
, 1. Multiply rock area by rock depth to get cubic feet of rock; 'o� sq. ft.x a_o ft=2= 4SZ cu. ft.
� 2. Divide cu. ft.by 27 cu.ft./cu.yd. to get rubic yards;�+:s� cu. ft. +27=J:2 cu.yd.�-A��.
3. M u l ti p l y c u b i c y a r d s b y 1.4 t o g e t w e i ght of rock in tons;�cu.yd. x'1.4 =�tons.
�• � '' 1
4:1 Side Slopes Pressure Distribution
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DIKS SLOPH MUI.TIPLIERS
1.+nd DOWNSIAPB UPSIAPE
Slope, dike mulNpllen for varfous dike mutllplicrc tor variou:
ln% dike slope ratia dikesbpe ratka
3:] �:1 S:] 6:1 7:] 3:1 �:l S:1 6e1 7:1 E:1
0 3.0 �.0 SA 6.0 7A 3.0 4A S.0 6.0 7A 8.0
I 3A9 �.77 5.26 6.38 753 2.91 3.65 4.76 5.66 6.54 7.11
2 3.19 �.35 5.56 6.82 &11 2B3 3.70 451 5.36 6.1� 6.90
3 3.30 �.SI 5.86 7.32 8.86 2.75 3S7 435 5.08. 5.79. 6.�5
4 3.41 �.76 6.25 7.89 9.72 2.68 3.45 3.l� 4.84 5.16 6.06
S 3S3 5.00 6.67 8.57 lO.TI 2.61 3.33 4.00 4.62 5.19 5.71
6 3.66 5.26 7.» 9.38 12.09 2S1 3.23 3.85 1.41 �.93 S.�1
9 3.80 � 7.69 10.34 13.73 2.48 3.1 3.70 4.23 �.70 5.13
8 3.9S 5.88 8.33 ]1.54 15.91 2�2 3.03 357 �.05 �.49 4.SA
9 1.11 6.25 9.09 ]3.(34 ]8.92 2.36 2.94 3.�5 3.90 4.30 4.65
10 �.29 G69 10.00 1S.Q0 23.33 2.31 2.86 333 3.75 �.12 �.�1
1] �.48 7.14 11.11 17.65 30.�3 2.26 2.78 3.23 3.61 3.95 1.26
12 �.69 7.69 72.50 21.�3 �3.75 2.21 2.70 3,]2 3.49 3.80 4.08
Nole: ?he produet o!the mulUpllcr and the height rcsults in the horisonlal distance to
where ehe dike mects N+c odalnal land slope. Exsmple: HNgrt�t upper edge of rock layer is
3.O lcet,tock laycr is�0 teet wide,land slope b 676 and dike slope ntio is 1:]. Upibpo dikc
widll�is 3.?3 x 3.0•9.7 ft;hetaht at bwer edae of mck layer Is 3A�10 x A6.3b ft�nd
downalope dtice wId th ls 5.26 x 3b•189 ft.
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' � PL�SEi -CTION PROCfiDURE �
A. Determine puatp;capsdtp: .
Gravity Diatdbution: : .
1. M'utialum auggested is 20 gpm 8-��'' � ��3 �.3.0 - 3�
2 Maximuat suggested is 45 gpm r�4�,�a �� -��3s=?� raforadon �a crHs
Head Faforatlon diameter '
Pre�aure Diatibntioa � �
3.a. Select nuanber of perforated laterals,_ � �
b. Select perforation apacing�_feeG �.w o.sb' 0.74
c. Subtract 2 it fioal the rociclayer length. 2�ob o.�80 1.�0�
,ea��.ri.wn*'2 it:,_,_feet '
d Determine the nuanber of spaces between perforutlons. a U,��.o toot�ng1e hoena.
�� ���a�g: f t.+�ft�s apaces b Uie 2A leet t�aaythlrg else.
e. _apaas+1■...__perforadona/ktenl�
f. Multiply perfotations per latetal by s�umber of lttterals to 713a�'
get total aualber of perforattons.� x �'�ay Perfondons.� w�-�s�
g, � X�: � gpm.
SELECTED PUMP CAPACTTY,�_gpai
B.Detera�ine hesd requireate.nbs
1. Elevation difference betweena ualpfaad point of discharge.
-�--1-- sou d..��
�. If pumping to a pressure distribution aystmn,five feet for prrssure . ��a
required at muiifold if grs►vi�feet��
����
3. Friction losa
a. Enter friction loss table with gpm utd pipe diaaneter. • r�.r.�►aer.�.�.
Read friction loas in feet per 100 feet from table(R-14). a�' ,,,,,,, ,
F.L=.��._h./100 R of pipe . , �� �
b. Detesa�e total pipe leagth from puatp to discharge
....................................
poiat Eatiau�te by adding?S percant to pipe length for fitt�ig
loss,or uae s Htting loaa chart(F-15__�eet).
Equivalent pipe len -1.25 times pipe lengtl�_ . • .
x 1.25=-��feet Friction Loss in Plastit Pi e �
c. Calcukte.total friction loss by atultiplying
hktion loas in ft/100 ft by equivalmt pipe lalgth. N�
a► +1p0,. 1) feet P P�
Total irlctioa loss• �` X�.5�. - Flow Rate
4. Total head required is the sual of devatton differeace, �� iS" 2" 3"
spedal head requirements,uid total friction loss.
20 247 0.73 0.11 .
�_,_,)_+�_+ �� 25 3.73 1.11 0.16
. (1) (2) (3c) � .6.5 9 210 0.0
40 8.91 264 0.39
'TOTAL HBAD ,�.Z feet 45 11.07 3.28 0.48
� 50 13.46 3.99 0.58
• .55 4.76 0.70
C. Pump selection �o . 5.�0 o.e2
65 6.48 0.95
70 7.44 1.09
•• 7,�r, :.�. ` ',
1, p pump mu,st,be selected�to deliver�at least` � .
_�,gpm (Step A).wrth?at least `�j feet of total�head(Step B).
A
' �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. 11Aichael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
�OGS OF SOIL BORINGS
ANCO Construction
1720 North Farm Rd.
Orono, Fienn. Co., MN
Borings completed on 11-22-99; with a hand bucket auger.
BORING NUMBER 1- EIev.110.3 - MOTTLED SOIL AT 54" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 16" Gray brown sandy loam 10YR 4/2
16" - 30" Brown clay loam 10YR 5/6
30" - 54" Brown loam 10YR 6/4
54" - 72" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
�ORING NUMBER 2- EIev.110.8 - MOTTLED SOIL AT 48" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 18" Brown sandy loam 10Yr 5/4
18" - 28" Brown clay loam 10YR 5/6
28" - 48" Brown loam 10YR 6/4
48" - 60" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 3- EIev.113.0 - MOTTLED SOIL AT 42" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 18" Brown loam 10YR 513
18" - 42" Brown clay loam 10YR 5/6
42" - 48" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
48" - 60" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
� �
Soil borings cont'd.
BORING NUMBER 4- Elev.111.3 - MOTTLED SOIL AT 42" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Gray brown loam 10YR 4/2
14" - 26" Brown clay loam 10YR 5/6
26" - 42" Brown loam 10YR 6/4
42" - 50" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 5- EIev.107.3 - MOTTLED SOIL AT 34" - no standing water present
in �he boring.
0 - 10" Topso�i dark brown loam 10YR 3/2
10" - 34" Brown clay loam 10YR 5/6
34" - 42" Rusty brown clay loam 10YR 5/6 - mottles 6/8
42" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 6- EIev.104.8 - MOTTLED SOIL AT 34" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 28" Brown clay loam 10YR 5/6
28" - 34" Brown clay loam 10YR 5/4
34" - 40" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
40" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
2
� � �
CER'TIFICATION N0.627
S'I'ATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P T�stin�Inc.on 11_2.�QQ starting at 1:3(bm-
Test hole location Anco Const, 1720 North Farm Rd„Orono.
Test hole numberl. Date test hole was prepared 11-22-99.
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown sandy loam
Method of scratching sidewall is j�lif�, Depth of gravel in bottom of hole is��, Date and hour of initial
water filling 1-1 22-99,2:0(bm. Depth of initial water filling is 12_iu�h�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon_
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes inch Remarks
1:20 refill 6
1:30 1:45 6 4-1/4 3.5 15 min
1:56 2:11 6 4-1/16 3.7 15 min
2:12 2:27 6 3-15h6 3.8 15 min
Percolation rate=�?�ninutes per inch.
CEyRTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc.on 11-23-99 stacting at 1:31�m.
Test hole location Anco Const, 1720 North Farm Rd.,Orono.
Test hole numberZ, Date test hole was prepared 11-22-99.
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown sandy loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is�ipsJt.�, Date and hour of initial
water filling 11-22-99,2�pm. Depth of initial water filling is 1�ips:L�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic siphon.
Maximum water deptli above hole bottom during test is�inches.
Measuremerrt, Drop in water level, Peroolation rate,
Time Time interval min inches inches minutes r inch Rema�lcs
1:20 refill 6
1:31 1:46 6 5-1/2 2.7 15 min
1:55 2:10 6 5-1/2 2.7 15 min
2:13 2:28 6 5-1/2 2.7 15 min
Percolation rate=�Z�ninutes per inch.
• ' �
C�RTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 11-23-99 starting at1:�Z�p1..
Test hole location Anco Cons�, 1720 North Farm Rd.,Orono.
Test hole number.�, Date test hole was prepared 11-22-99.
Depth of hole bottom 1Z.inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown loam
Method of scratching sidewall is 1�if�, Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling ll-22-99,2:0(bm. Depth of initial water filling is 1Z_ia��above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic sinhon.
Maximum water depth above hole bottom during test is¢inches.
Measuremerrt, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes inch Remarks
1:20 refill 6
1:32 1:47 6 3-7/16 4.4 15 min
1:54 2:08 6 3-1/4 4.6 15 min
2:14 2:29 6 3-1/4 4.6 15 min
Percolation rate=4,��ninutes per inch.
, � � .
C�RTIFI�CATION N0.627
S'I'ATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc.on 11-23-99 starting at 1:33�
Test hole location Anco Const, 1720 North Farm Rd.,Orono.
Test hole number�}, Date test hole was prepared 11-22-99.
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown loam
Method of scratching sidewall is kpif� Depth of gravel in bottom of hole is�..jp� Date and hour of initial
water filling 11-22-99,2:OO,pm. Depth of initial water filling is 12jash�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic siphon.
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarfcs
1:20 r�ll 6 �
1:33 1:48 6 4-1/2 3.3 15 min
1:53 2:08 6 4-5/16 3.5 15 min
2:15 2:30 6 4-1/4 3.5 15 min
Percolation rate=�,4.�ninutes per inch.
. � � ,
CERTIF'�CATION N0.627
r
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing.Inc.on 11-23-99 starting at 1:34pm-
Test hole location Anco Const, 1720 North Farm Rd.,Orono
Test hole number.�, Date test hole was prepared 11_22_99•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOL.E
DEPTH,INCHES S41L TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is kpjf�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 11-22-99,2:OOpm. Depth of initial water filling is 1�ip�h�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is aatomatic sinhon.
Maximum water depth above hole bottom during test is¢inches.
Measuremerrt, Drop in water levei, Percolation rate,
Time Time interval min inches inches minutes inch Rema�lcs
1:20 r�ll 6
1:34 1:49 6 5-1/2 2.7 15 min
1:52 2:07 6 5-1/2 2.7 15 min
2:16 2:31 6 5-1/2 2.7 15 min
Percolation rate=�.7�ninutes per inch.
, � � �
CERTIF4CATION N0.627
S�fATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�P Testing,Inc.on 11-23-99 starting at 1:35.pm•
Test hole location Anco Const, 1720 North Farm Rd.,Orono.
Test hole number�, Date test hole was prepared 11_22-99.
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HO .LE.
DEPTH,INCHES SOIL TEXTURE .
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall is 1mif�. Depth of gravel in bottom of hole is Z� Date and hour of initial
water filling 11-22-99��, Depth of initial water filling is 1?�ipsh�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic si�hon.
Maximum water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water level, Percolation rate,
Time Time intenral min inches inches minutes inch Remarks
1:20 r�ll 6
1:35 1:50 6 5-1/2 2.7 15 min
1:51 2:06 6 5-1/2 2.7 15 min
2:17 2:32 6 5-1/2 2.7 15 min
Percolation rate=Z,Z�ninutes per inch.
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MEASURE SCUM�' AND SLU�GE ACCUMULATIONS
I N THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION OTICE SCHEDULED � �f'
PERMIT N0. � COMPLETED -'��'� ���
ADDRESS �?Z� ��srr�Y1 ��`� 2e�
OWNER I�✓�to ��`nst-f2t�c�rvT1 CONTR. �vil�, V'�►J.S
TELEPHONE NO.
� DESCRIPTION �\ Q�� �t-�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call the next' pection 24 hours in advanc 249-46�
Owne Contr e s e-
Inspector.
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �g'� _O�O 9i o Cj
INSPECTION OTICE SCHEDULED Ff`ti'� 7:30
PERMIT NO. � � COMPLETED
ADDRESS I�2O /v�R��'���
OWNER �CD CT�S�. CONTR. Sc�/�lVi4/�1S
TELEPHONE NO. /d�r _f q�S � CG�� �florGa�
� DESCRIPTION d u
ly 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER NOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 T. 21 COMPLAINT
� 07 DEMO-FINAL 5 SEPTIC INSTA 22 FOLLOW-UP
W 09 PLUMBING RI 23 SE IC FINAL 35 HARD COVER REMOVAL
= 10 P�UMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the nex 'nspection 24 hours in advance. 249-4600
OwnerlContr r on .
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN :3"�� 3i Oa
INSPECTION OTICE SCHEDULED �8' 7--�_� '�g b�
PERMIT NO. �� COMPLETED "a �^0� '� 3�
ADDRESS� 7L a l���► f�4Rai d��
OWNER_/�'1'�C.� Cd�l g"�` CONTR.�J ��V''�'N-�
TELEPHONE NO. � �" OS C�
� DESCRIPTION rP�u�2C� �CGrJ�72 r4l/J
L� 01 FOOTING 11 ANICA RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 . 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
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J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL REfURN
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❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the xt ins tion 24 hours in advance. 249-46��
Owne Contractor it8:
Inspector.
White Copyllnspector's Ffle Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �3'a O 8�ot�
INSPECTION f�,pTICE SCHEDULED 8-.3-00 2:c�0
PERMIT NO. l��2�7y COMPLEfED
ADDRESS �7 2� �d�� �w1 ��
OWNER CONTR.�Su/I�✓�'LS
TELEPHONE NO.
� DESCRIPTION ,/ t►r'►I�S
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOIJ�pATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO r l
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❑ INSPECTIONREQUIRED.CALITOARRANGEACCESS.
Call f e next pection 24 hours in advance. 249-4600
OwnerlCont ac on s' .
Inspector.
White Copyllnspector's File Canary CopylSite Notice
✓ �
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO C � SCHEDULED �:•�-�I ��—
PERMIT NO. �� COMPLETED '��•�•'�� "��y�
ADDRESS �7a� N. �s� Ra
OWNER ���t�� N��cero CONTR. SUf�iV`�c�S
TELEPHONE N0.
� DESCRIPTION_ ����,( ���`��1
� 01 FOOTING 11 MECHANiCAL RI 18 EXCA�J/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES�NO
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Call for the next inspection 24 hours in advance. (952� 249-46��
OwnedContr�actor on site:
inspector. �"\ �` �''� ,�' �„�-"��.�_
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White Copy/inspector's Flle Canary Copy/Site Notice