HomeMy WebLinkAbout2011-00889 - septic new mound CITY OF ORONO PERMIT NO.: 2011-00889
� 2750 KELLEY PARKWAY
ORONO, MN 55356- DATE IssUED: 09/06/2011
952 249-4600 FAX: 952 249-4616
ADDRESS : 4265 CHIPPEWA LA
PIN : 31-118-23-42-0019
LEGAL DESC : UNPLATTED
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIV[TY : MOUND SYSTEM-SEPTIC
NOTE: (3)PRECAST CONCRETE TANKS- 1,000 GALLON EACI I
MOUND TREATMENT SYSTEM-500 S.F.
APPLICANT SEPTIC NEW 200.00
HAYES& SONS EXC. INC. STATE SURCHARGE SEPTIC 5.00
263 82ND STREET S.E. TOTAL 205.00
MONTROSE, MN 55303-
(763)479-1762 PAID WITH CC# 5293
Minnesota State License#: 640
OWNER
MCCAFFREY,THOMAS& KATHLEEN
4265 CHIPPEWA LA
MAPLE PLAIN,MN 55359-
AGREEMENT AIVD SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with 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
time f r due cause.
� l l' �/ ���I L / T l / /
A plican m� e Signature Date Issued y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
� ' ¢�� City of Orono FOR C USE ONLY
�, � P.O. Box 66 $/� l� Permit# p� //-0� ��
� 2750 Kelley Parkway Date Receive
� '� x�,�`� � Crystal Bay,MN 55323
�Y u,:°� � Amount $ �0� �
'��o�$o (952)249-4600
8
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / �wner ir�r�, �'" �� ,'" , `� �� `; ��4
Site Address: 2- � � `---��` ' � � `.�''i1 C�✓f i-`"�
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Owner: � U �'1� � C�-�� Mailing Address.� .5`��"
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City: (� �' u�l'` � Zip: �"5-� S`1
Home Phone: Alternate Phone:
tContractor/Appli�ar�tw��ii �`'�� *��''` " � '`a,'
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Contractor/App.: • �S �� Contact Person: /'�-� (�
Address: Z� � � � �+ S�� � State License #: �-�`��' �� `�
�'_�_ /� ,L-�i�z_
City: �'��'��'2'� Zip: /� 5���� Expiration Date:
Phone: �b � � % ��� / �� � Alternate Phone: �� Z � ��S j� v
���a.�... ''�J,,,#*� ������^���.. r����� k��Y�� � :V�§r �r���' �'�<< s' �S`, �'���,,, �^�Y�
h�
Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES `I
New or Replacement System $200.00 Z�C.� �
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
CJ`�
Total $ Z-- L'� `
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
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** ATTENTION APPLICANT **
,
Fill in all a ro riate blanks and check all a ro riate boxes.
I will be installing the following:
Tan s
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: ��� ��� �J
Treatment System
Trenches s.f.
� Mound S Cj�J s.f.
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final inspection.
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 comple correct.
Signature of Applicant — Date: �—� 7"- � �
MPCA License No.: � �� � (o (�
Staff Review: �,Accept ❑ Denied
Reviewer: Date: �'`� ' f C
Reason for Denial:
Comments (to be printed on inspection card):
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
2 � 2
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
� . � , '' a ., �� �ENERAL INSTRU��'Ifl�1S�� ��. ����: : � � . .. , � ,.�� .
1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-1 l.doc
�
. .
-� T�STINC�� e��. Steven B. Schirmers • MIPCA Cert.No. 627
951 K�itydid Lane NE • St. Michaei, MN 5537Fi • (763) 497-3566
FAX (763)-497-5011
State License #394
�Vssi�=�� �;:��= `�1�`�
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''��-a, `-'?`.,'-�� '�4' �,``� �, .
/
L� I
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October 6, 2010
Tom McCaffrey
4265 Chipp�vva Lane
�rono, Henn. (;o., MN
This site ha� an existing on-site sewage treatment system which i� classified as failed,
non-compliant on record at the City of Orono.
This on-sifie �ewage treatment system is designed for a Type 1, three bedroom horne,
in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The sails on this site are a clay loam. The periodically saturated soils w�re located at
18" to 2�4" (r�dax features). Due to the seasonally saturated soils, a Pressurized
Mound Syst�m will need to be inst�lled to treat septic efffuent. The bottam of the rock
must be Ic�cated at lea�t 3' abo�e the saturated soils.
The soils at �� depth of 12" have a percolation rate of 8.0 mpi.
A pumping chamber witl need to b� installed to lift fihe effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enc�losure. A warr�ing device must be install�d with a light
and sound d�:vice, this is in ca�e of a pump failure.
Due to the total water from the home needing to pass through the lift �ump in the Icawer
level, use du�l pumps with alternating relay with an alarm.
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 rack and sand fill
material are �lean. The sod layer below the entire mounded area must be turned over,
just br�ak up the sod, be sure not to over work.
If the tanks h�ve less than 2' of cover, the lids, risers & maintenance hole covers must
b� insulated to a value of R10.
An effluent s�reen will be needed at the outlet of the 2nd tank, which ne�ds to be
cleaned 2 tirr�es a year if a garbag� di�posal is instalted.
Cleanauts for each later must be installed & be accessibl� from fini�h grade in an
irrigation box with a ball valve.
All nPighboring wells are locat�d greater than 100' away from th� �roposed treatment
area.
Keep all heavy equipment Off of th� proposed treatment are� before and after
construction. The treatment arPa should be marked off before construction. This
Design is no�valid &the system will need to be relocated if failure to �rotect the areas
proposed for On-Site Sewage �reatment occurs.
AM NAGEMENT PLANS:
The fianks n�ed to be pumped every 2 years. Check with your pumper tca set up a
schedul�e.
System insp�cted for wet areas by owner & or In�pector �s determined by the local unit
of government.
Any ather rec�uirements as determined by the local unit of government
With proper installation and maint�nance, this system shauld have no problem in
treating septic effluent effectively.
2
, �
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be di�posed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to diuert fihe water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids & fine salids
passing thro�gh to the system. Excessive amounts of§o�ps, antibacterial soaps,
cleaning agents, shower cleaners used every shower & chlorine agent� may kill the
bacteria needed to treat septic effluent. Additives are not recommended. RecommPnd
laundering b� limited to 3 to 4 loads per day.
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5teven B. S�hirmers
3
1'VIOUND DESIGN WORI< S�iEET (For Flows up to 1200 �pd)
A. Average Design FLOW A-1: Estimated Sewage Flows in Gallons per Day
number of
Eshmatec� "?��� gP(� (See�igtlt'e f�-1) bedrooms Class I Class II Class ill Class IV
or measured - x 1.5 (safety fncfor) - ��� gp � 300 225 tno bo°io
3 450 300 218 ofthe
4 600 375 256 values
I3. SEPTIC TANI< Capacity 5 750 450 294 in the
6 900 525 332 Class I,
�,-�r���.� ,�,�,6 gallons (see fig�cre C-1) � �05o boo s�o n, o�ni
��fi,r,,�r,� , .���.��,,��, ���r1��=1, .,��,�.: 8 1200 675 408 columns.
��. S�ILS �YefL'1" f0 Slte 2UCijilCit1011� GI: SeplicTankCal�acilies(in �allons)
Number of htinimum Liquid l,iquid c�paciiy ui�h Liquid cap;icit�
Bedrooms Ca ncih :arba�e dis osal "ith disposal�F
l. Depth to restricting layer = I R S, t.{d�+ :��o feet �� � � � rr,;,,s;��
�
2. Depth of percolation tests = �• t�� feet �o�iess ��o �i'-� isoo
3. Texlure �'--�`i' 1.0����1 3o�a i000 uoo
S or 6 I�00 2�50 '-000
7,8 or 9 000 3000 3000
Percolation rate �=�a�.� inpi '- nn
4. Soil loading rate ,ti � gpd/sqft (see figicre D-33)
5. Percent land slope '� %
I7. ROCI< LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
����� gpd x 0.83 sqft/gl�d - �'")`� sqft-tr<a`,'°�. , a1.��,r-� �
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate LLR
0.83 sqft/gpd x 1 r? gpd/sqft= � �� ft Mound LLR
3. Length of rock layer = area = width =
i Q sqft (D1) = �_ ft (D2) _ '-__�ft < 120 M PI <� ��
E. 1ZOCI< VOLUME > 120 M PI < 6
l. Multiply rock area (Dl) by rocl< depth of 1 ft to get cubic feet of rocic
��i�� sqft x 1 ft = �1a 1; cuft
2. Divide cuft Uy 27 cuft/cuyd to get cubic yards
"-�� 0 cuft = 27 cuyd/cuft = � S`F cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
_/ �� cuyd x 1.4 ton/cuyd = `�, I tons
D-33: Absorp[ion Width Sizing Tnble
�'. SEWAGE AB�ORPTION WIDTH Pcrculu�iunR:nc LoaJingR:�ic
in Minutcs per Suil�icxlurc Gulluns Abs��rpiiun
Ind� per J:ry per Ra�iu
(MPI1 } uurc loul
Fuslcr�hun 5 Cuursc S;u�J 1.20 1.00
1�Usorption width equals absorption ratio (See Figure D-33) �;�n>'s���
_finc$�nJ_
tiines rock layer width (D2) �«�5 �.v���_az2— .50
16 ta 30 Lnam 0.60 2.00
31�0 45 Sih l.uwn 0.50 2A0
��.�^E ° X �S� ft = � �•!"��� ft 16 io 60 S:u,�y Cluy L�.r.ni OAS ?.67
Silty Cluy t,aum
•yJ.uu
61 l0 120 Silty Clay 0.24 5.00
Sundy Clny
Cln
Slowcrlhan 120'
•Sy.icm Ji•.i�n�J f��r ihi.c.nii��nv.�hc�nhi�r�r�nrinrmu�n:c
� .G. 'MOUND SLOPE WIDTH & LENGTH Landslope > 1�Io slope
(landslope greater than 1%� ,z;;,fi;:,'rto�er,; ��_,.,,,
1. Downslope absorption width = absorption width (F) ` a� oo�, j�g�' `-' -
minus rock layer width (D2) �`
rt�„_ o o �..,.o�.s�,�
--__�„� Clean Sand��_�(t
o:�,��' �� �t ' �l'� �t - 1�� 1 L ��eparaHon � � ft �.�
R�ctrii tinh La���•r �
Up.l�,pr [h IG?dl U�.vn<lo`.• e'idthtC'_il
__._���1 R.,il:l idtl.fD71
2. Calculate mound size -- --�� � ��
UPSLOPE
a. Depth of clean sand fill at upslope edge of q��.��R.���,���y�i{i��_g�nA(F)
rock layer = 3 ft minus the distance to restricting layer (Cl) _r_ �.#,n"
3 ft- ?. 5 ft = a.,�' ft
YJ. MOU11C� �121�I1f at tI12 U�SlOpe eClg2 Of T'OC�C D-34: SLOPE MULTTPLIER TABLE
layer = depth of clean sand for separation (G2a) Lana urs�o�E DOWNSLOPE
Slope multipliers forvarious multip liers forvarious
1t UpS10�2 eClg2 �JIUS Ci2�t1"l Of T'OCk IdyeT �1 ft� �n%� slope ratios slope ratios
plus depth of cover (1 ft) 3:1 a:l s:i b:i �:1 s:i 3a a:i s:� b:i ,:I
�, � ft + lft .}. 1ft - :•e� ft 0 3.0 4.0 5.0 6.0 7.0 B.0 3.0 4A 5.0 6.0 7.D
c. Upslope berm inultiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 SZ6 6.38 7.53
��'���.� (see figure D-34) Z z•83 3.70 4.54 5.36 6.14 6.90 3.19 9.35 5.56 6.82 8.14
3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.A6
d. Upslope width = berm multiplier (G2c) x
4 2.68 s,3.45 ` 4.17 4.84 5.96 6.D6 3.4] ,(4.7G�� 6.25 7.89 9.72
upslope mound height (G2b): - -
5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
�,; , �, X l ..a ft = '�I ', ft
�7 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 938 12.07
D�W1uSL�PE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 S.Sfi 7.69 10.34 13.73
e. Drop in elevation = rock layer width (D2) x 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1].54 15.91
p2TCe71t laTlC�S10pE �CJr� - 1�� 9 2.36 2,94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 ]3A4 ]8.92
��_� lt X �_��o � 1�� _ !t� lt 10 2.31 2.86 3.33 3.75 412 9.44 4.29 6.67 10.D0 15.00 23.33
L. DOWIlS10�7e I210UI1d llelgllt = Ue�tll Of CIe11Z ll 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 1111 17.65 30.43
sand for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 27.43 43.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
`` ft + ,'-► ft = ft
g. Downslope berm multiplier based on percent land slca
`-�,'1 t,, (see figia�e D-34) �' `���
p�;.'
h. Downslope width = downslope multiplier � „�,s,�,pe W;d�,,«fd,
(G2g) times downslope mound height (G2f) ��i
�i .`) '�� x ;,F1, ft = �ft =
m Uptilupe Width(G2d) Ru��k[3ed Upslupe Width(G2d)
Width(D2) _�_4.� I
i. Select the greater of G1 and G2h as the 3 `t C-engtli(D3) �-� t -`�
downslope width: 1� ft F Duwnslope Width(G2i)�ft
j. Total mound width is the sum of upslope �btiurptiun W����,�F>�y
width (G2d) width plus rock layer width -- � - ' - - �
(D2) plus downslope width (G2i) ��,t�,��e�,�;t�,«zk, �� «
__�_ ft + _�_ ft + �'� ft = �11 ft � �
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
I�. ft + �_ ft + I�?. ft = �feet
! '�J ��- �i t -i ! ey ��al
Final Dimensions:
,
u i x �:
I he Uy certify that I have�,completed this work in accordance with applicable ordinances, rules and laws.
� ��
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.,,� -,�,, t-�,r� , � - / '--_�,.._. (signature) v'"'7� (license#) �C� - i`� Ea c� r �' (date)
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select numUer of perforated laterals '�? i2•• 'i
2. Select perforation spacirig = �,5:> ft of.ro�k ,
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer than 1 foot to Perf SpacinU 1.5'-s�
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. F-4: M�ximum allowable number of 1/4-inch periorcy6ons
--�-�— -2 ft = � per lateral to guarant��a<10%dischorge variaiion '
�_ft
Rock layer length perforafion
4. Detennine the number of spaces beiween perforations. spacing
Divide the length (3) by perforation spacing (2) and round feet 1 inch 1.25 inr:h 1.5 inch 2.0 inch
down to nearest whole munUer.
2.5 S 14 18 2E�
Perforation spacing =_ ;�',`l ft= ;'> ft=_p'-; spaces 3.0 8 13 17 �6.,,....._
5. NumUer of perforations is equal to one plus the numUer of 3'3 � �2 �b ?5
perforation spaces(4). Check figiire E-4 to assure the number of 4'0 > >> 15 23
pe�forntions per Interal guarantees <10%discharge vnric�tion. 5.0 6 10 14 22
�
!,� spaces + 1 = f� perforations/lateral E-6: ParforaUion Dischorge in gpm
6. A. Total numUer of perforations = perforations per lateral (5) � perforation diameter
times number of laterals (1) head inches ;
I�I perfs/lat x__'a lat- (feet) 3/16 7/32 �/4 ��
- "I..- perforations ,..
1.Oa 0.42 0.56 ( 0.74�J
B. Cal�culate the square footage per perfaraiion. '"'"""�
Should be 6-10 sqft/perf. Does not nppl� to at-g►�ades. 2�0b �.59 0.80 1.04;,
Rock Ued area = rock width (fi) x rock length (ft) 5.0 0.94 1.26 1.65!
�'�:° ft x �_,�_ft = r f r 4� s ft '
9 ° Use 1.0 foot for single-family homes.
Sc�uare foot per perforation = Rock bed area =number of perfs (6) b Use 2.0 teet for on hin eise. i
�1 l�:) sqft= �--6"4'.. perfs = `�.�1 sqft/perf '
MAMFOL� LOCATED AT ENO OF PpE55URE 0157RIBUTIONiSI'STEM
7. Deternune required flow rate by multiplying the total munber of
perforations (6A) by flow per perforaHon (see figure E-6)
�-)`Z.. perls x �1 :gpm/perfs =�gpm � �_:o.
8_ If]aterals are coiulected to header pipe as shown on upper � � �(�
�:,,= �
example, to select minimiun required lateral diameter;enter �„�,�"`��"` I°q�';�Ea."`
figure E-4 with perforation spacing (2) and number of perforaHons `"`���d
per lateral (5) Sel�ct mini.intun diameter for �/
,.,7 LnTUUT OF pFNfOHAIEO PIPE IaTEPPLS fOR
per orated lateral = �� ]nLyZeS. PnE55uNE OiSTP�Bui�ON W uouu0
.�
9. If perforated lateral system is attac]Zed to manifold pipe near ��p„�,.fo,�,,.�,�,. �y,�,��
the center,lower diagram,perforated lateral length (3) and �Ew �'a�a ;s '^�`�'°��� ,
r..�po,o _
number of perforations per lateral (5) will be approximately one ���a,�,.,,o�,o„.o„o�„
half of that in step 8. Using these values, select minimum - \'°� ��s����� a- ���'-'"'�
diameter for perforated lateral = �""" inches. ,� �� ""i"'"°"";":;
lo�., b,
� '^��R�l �z i. -li
I�P�p'ILO
`t' �`�6rH d ��.
I
I hereUy certify that I have completed this work in accordance with applicable ordinances, rules and laws. '
� �
��r'�. . � ,�� "'� -------
. - (signah�re) ��'1� (license#) /� -'� - %�,<'�f�J (date)
, � PTJIV�F �ELECTION I'RO�EDURE
1. IJ�ete�zniile puinp capacity:
, ;�. Gravity di�ti•ibutiQn
1. Mu�.unum required discharge is 10 gpnl
2. Maximum suggested discharge is 45 gpm. For other
esiaUlislunents at least 10% greater than the water supply rate,
Ur�t no faster tilan the rate at which effluent will flow out of the
di��txibutzon d�vice.
�. Ilx�s��,�re clistributiQn
5ee }�ressure distril�utio�2 work sheet
]Fxai�� .� oi• � Sel��t�d pu��i�}� c�pa�c�ty: � 1 gpr�n
?. ��t�xin�x�� �u�n� ll�ad z�e�uirerrients:
,4.. Llev�tiozl differealce between pump and point of discharge? soil treatment system
/ / £eet &point of discharge
Qibo°oa.°Qe;
�a�eo fC?'"(
�. Speczal head requirement? (See Figure at right - Special Head Requirer�tents) totai pipe
length
�� feet � � } 2A.elevation
- inlet :• ..::::�-:f:,
C. Calculate Friction �oss pipe '�
difference
,..> ;:
- -- - -- -:
1. Se1Qct pip� diameter ,�', in �. . . . -� � J�
; �'•'_"_'____'_'___'__"_"_'"_ _'_"__F� 1 �
2.. Exzler Figure E-9�vith gpm (1A or S) and pipe diameter (C1).
Read friction ]oss u1 feet per 100 feet from Figure E-9 Speci�l Head Requirements
Fziction I�oss = f, 1� ft/100ft of pipe Gravity Distribution 0 ft
3. Deternune total pipe lengtll fi�oin puznp disdlarge to sail treatment Pressure Distribution 5 ft
discharge poijlt. Estimate by adding 25 percent to pipe lenglh Eor �
fitting loss. Total pipe length iunes 1.25 = equivalent pipe length
�� � feet x 1.25 - �+�e'� feet E-4: Friction L��ss in Plastic Pipe
----- -- F�r 100 feet
�. Calculate total fi-iction loss by multiplyulg friction loss (C2) nominai
u1 ft/100 ft by the equivalent ip�e length (C3) and divide by 100. pipe diametpr
flc>w rat2 1.5" 2" 3"
___ /�`�ft/100ft x � -100 = I [t �am
la. Total head requir�ed is the sum of elevation differ�nce (A), special 2� 2.47 0.73 0.11
h�ad requn�emertis (B), ai�.d total Iri�tioil loss (C4) 25 3.73 l.l 1 0.16
__J j_`_ft +__�__ft+__ r _ft = 30 5.23 1.55 0.23
35 6.96 2.06 0.30
Tat�l l��ad: _�.__L_�_-f��� ao $.�� 2.ba 0.39
_ _,�.�.�.,-�.�.�,.-,-.�_-a..�_ _ __� _ _ . .
-- --- 45 11.07 3.2f3 0.48
�, �Ulllfl� ����C�1QY� 50 13.46 3.99 0.58
55 4.76 0.70
A puinp znust be selected to deliver at least v� �ptn 60 5.60 0.82
(lA or�3)wiih at least_�__fe�t of total head (2D) 65 6.48 0.95
--- 70 7.44 1.09
I hereby certify that I l�ave ompleted this work in accordance with applicable ordinances, rules and laws.
� � �
��� .
��,.--�--' 1.�� . .,r`',�- ✓ `�-""',�- (sigalature) ��l� _(license#) /!7 � � ' °� �'l�-� (date)
S�� T������� �/1�V. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michae�l, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
LOGS O� SOIL BQ�LNGS
Tom Mccaffrey
4265 Chippewa Lane
Orono, Henn. Co., MN
Borings comp�leted on 10-5-06, with a hand bucket auger.
/o __� {��e:r
,,
BQRING NUM�ER 1_ Elev.98.7 - MOTTL�D SOIL AT 22" - no standing wat�r pre�ent in boring.
Q - 16" topsoil dark brown loam 2.5Y 3/2
16" - 22" Olive brown clay loam 2.5Y 3/2
22" - 40" Olive brown clay loam 2.5Y 5/3 - di�tinct mofitles 10YR 7/1, 10YR 6/�3
40" - 48" Otive brown silty loam 2.5Y 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
�QRfN� NUMSE�.� EIev.100.7 - MOTTLED SOIL AT 2�4" - no sfi�ndinc� water pr�sent in the
boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 24" Gray brown �lay lo�m 10YR 5/2
24" - 32" Pale brown clay loam 10YR 6/3 - distinct mottles 10YR 7/1, 10YR 6/8
32" - 48" Pale brown loam 10YR 6/3 - distinct mottl�s 10YR 7/1, 1QYR 618
�ORING NU��ER 3_ Elev.99.�4 - MOTTL�D SOIL AT 22" - no standir�g water pre�ent in tMe
boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 22" Yellowish brown clay loam 10YR 3/2
22" - 48" Yellowish brow�� loam to silty loam 10YR 5/6 -
distinct mottles 10YR 7/1, 10YR 6/8
Soil borings �ont'd.
IN� NUMB�R 4- Elev.9�.2 - MOTTLED SOIL AT 24" -no standing water present in the
boring.
Q - 10" Topsoil dark brown loam 10YR 3/2
10" - 24" Yellawish brown cl�y loam 10YR 5/4
24" - 32" Yeilowish brown clay loam 10YR 5/6 -
distinct mottles 10YR 7/1, 10YR 6/8
32" - 3�" Rale brown �lay lo�m 1 QYR 6/3 - distinct mottles 10'YR 7/1, 10YR fi/8
38" - 48" Pale brown loam 10YR C/3 - distinct mottle;s 10YR 7/1, 1QYR 6/8
BORING NUMf3�F� 5- Elev.99.5. - MOTTLED SOIL AT 22" - no �tanding water pr�sent in the
boring.
Q - 10" Topsoil dark brown loam 10YR 3/2
10'° - 18" Dark brown clay loam 10YF2 3/2
18" - 22" Gray brown clay loam 10YR 5/2
22" - 30" Brawn clay loam 10YR 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
30" - 40" Pale brown clay► loam 10YR 6/3 - distinct mottles 10YF� 7/1, 10YR 6/8
4Q" - 48" Pale brown loarn 1pYR 6/3 - distinct mottles 10YR 7/1, 6/8
BORINCa�f UIIpIBER 6- EIev.99.0 - MQTTLED SOIL AT 18" - no standing water present in the
boring.
0 - 10" Topsoil dark brown loam 2.5Y 3/2
1 Q" - 18" Qark brown cla� lo�m 2.5Y 3/2
18" - 20" Dark brown cla� lo�m 2.5Y 4/2 - distinct mottles 10YR 6/�
20" - 38" Gray brown cla�r loam 2.5Y 5/2 - distinct mottles
10YR 7/1, 10YR G/8
38" - 48" Qlive brawn clay lo�m 2.5Y 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
2
'CERTIFICATION N0.627
STATE LICENSE N0.39��
PERCOLATION TES'I' DATA SHEET
Percolation test readings nnade by S-P Testing,Inc on 4-11-00 starting at 12:2Qpm.
Test hole location Mcaffr�y,4265 Chippewa Laue,Orono
Test hole number 1_ Date test hole was prepared 4-10-00.
Depth of hale bottom 12 ii�ches. Diameter of hole 6 inches.
SOII..DATA FROM TEST HCDL,E
DEPTH,INCHES SOIL TEXTURE
____0=12" _ Topsoil dark brown loam _
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-10.0Q, 1:30�m. Depth of initial water�iling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of�vater depth in hole for at least 4 hours is a�atomatic siphon.
Maxiinum water depth above hole bottom during test is 6 inches.
_----_ ---- ---__ _ _--- -- _ --------- -_—._- -- —_--------
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
12:10 -- r�efill --- --- f,---- ----
1?_:20 12:30 fi 3-1/2 2.9 10 min
12:41 12:51 6 3-3/8 3 10 min
, ---- 12:52 --- -- 1:02 _---6 -- — 3-5/16 — — 3 10 min
Percolation rate=3_0 minutes per inch.
CERTI�'ICATION N0.62 7
STATE LICENSE N0.394
PERC�LATION TEST DATA SHEET
Percolation test readings nnade by S-P Testin�,Inc. on 4-11-00 starting at 12:21�m.
Test hole location McCaffrev, 4265 Chippewa Lane,Orono.
Test hole number 2. Date test hole was prepared 4-10-00.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SQII.DATA FROM TEST EIOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" _ Topsoii_dark brown loam_ _ ____ _
Method of scratching sidewall is knife. Depth of Kravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-10�-OQ�, 1:30�m. Depth of initial water filling is 12 inches above the hole bottom.
Method used to main:tain at l�ast 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth abov�hole bottom during t�est is 6 inches.
--- ---- - _ _—__ _ ___ - -- -- -— — --
---- ----- --- __ —
Measurement, Drop in water Ipvel, Percolation rate, �
Time Time interval,min inches inches minutes per inch Remar{cs
12:10 __ �refill _ 6
12:21 12:31 6 3-3/4 2.7 10 min
12:40_______ 12:50 __ ___ 6 3-9116 2.8 10 min
12:53_ _ 1:03 __ F 3-7/16 2.8 10 min
Percolation rate=2_8 minutes per inch.
'CERTiFIC�TION N0.627
STATE LICENSE N0.39�
PERCOLATION TEST DATA SHEET
Percolation test readings nnade by S-P Testin�,Inc on 4-11-00 starting at 12:22pm.
Test hole location McCaffrey, 4265 Chippewa Lane, Orono
Test hole m.�mber 3. Date test hole was prepared 4-10.00.
Depth of hole bottom 12 i��ches. Diameter of hole 6 inches.
SOIL DATA FROM TE T HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" -fopsoii dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-10--D0, 1•30pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least l2 inches of water depth in hole for at least 4 hours is a�atomatic si hon.
Maximum water depth above hole bottom during test is 6 inches.
--___----- —___ ---__ --
- -----------_____-_ -- -
Measurement, Drop in water i�vel, Percolation rate,
Time Time interval,min mches __ __inches minutes�inch Remarks
1?_:10 _ prefill 6
1?_22 12:32 6 5-1/4 1.9 10 min
12:39 12:49 6 4-15/16 2 10 min
12:54 1:04 6 4-3/4 2.1 10 m i n
Percolation rate=2.0 minutes per inch.
CERTIFICAT'ION N0.627
STATE LICENSE N0.39�
PERCOLATION TEST DATA. SHEET
Percolation test readings r�ade by S-P Testing,Inc. on 4-11-00 starting at 12:23pm.
Test hole location McCaffr��,4265 Chippewa Lane �rono
Test hole number 4. Date test hole was prepared 4-10-00.
Depth of hole bottom 12 imches. Diameter of hole b inches.
SQIL DATA FROM TE�T HOLE
DEPTH,INCHES SOIL TEXTIJRE
0 - 10" Topsoil dark brown �oam
10" - 12" Brown ciay foam_
Method of scratching sidewall is knife. Depth of gravel in bottom of hole i� 2 inches. Date and hour of initial
water filling 4-1Q-0�, 1:30�m. llepth of initi�l water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum�vater depth above hole bottom during test is 6 inches.
- -- ___- --_ ____. _ __ _-- __ ____---- -- ------ -____ ____ - _
Measurement, Drop in water I�vel, P�rcolation rate,
l-ime Time interval,min inches inches minutes er inch Remark5
---___17_:10—_— prefill_ 6
12:23 12:33 E3 4 2.5 10 min
--_ 12:38 _----12:48 _-_-- _ —_ 6 3-13/16 1.6 10 min
12:55 _ __ 1:05_ ___ ___ 6 3-11/16 2.7 10 min
Percolation rate =2_6 minutes per inch.
'CERTIFI�A'�'ION N0.627
STATE LICENSE N0.39�
PERCOLATIQN TEST DATA SHEET
Percolation test readings made by S-P Testing�,Inc on 4-11-00 starting at 12:24pm.
Test hole location McCaffre�,4265 Chippew�Lane,Orono.
Test hole number 5. Date test hole was prepar�ed 4-10.00.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SQIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" _ Topsoil dark brown loarr�
10" - 12" Dark brown clay loam
1Vlethod of scratching sidewall is knife. Depth af gravel in bottom of hole is 2 inches. Date and haur of initial
water�Ilin� 4-1(�-OU, 1:3Qpin. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of�,vater depth in hole for at least 4 hours is automatic si.phon.
Maximum water depth above hole bottom during test is 6 inches.
— - __ __— _--- --- —-- --- ----- ----- —
Measurement, Drop in water ievel, Percolation rate,
__ Time Time interval,min _ _inches __ inches _ minute_a per inch Remarks
12:10 _ _ prefill _ 6
1?_:24 12:34 Fi 2-7/16 4.1 10 min
12:37 _ 12:47 6 2-3/8 42 10 min
__ _1?_:56 __ __1:06 _ __ _ 6 _ 2-1/4 4.4 '10 min
Percolation rate=4.2 minirtes per inch.
�ER 1'I'�'ICA'�ION N0.627
STATE LICENSE N0.39�
PERCOLATION TEST DATA. SHEET
Percolation test readings made by S-P Testin�;,Inc.on 4-11-00 starting at 12:25nm.
Test hole location McCafFrey, 42G5 Chip�ewa Lane,Orono
Test hole number 6. Date test hole was prepared 4-10.Q0.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SOIL DATA FROM TE�aT HOLE
DEPTH,INGHES SOIL TEXTURE
__ 0 - 10" __ _ To�soil_dark brown loam
_ 10" - 12"_ _ _ I�ark brown cla�_loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-1(1�-00, 1:30pm. llepth of initia�l water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of wat�r depth in hole for at least 4 hours is automatic siphon.
Maximum water depth abc�ve hole bottom during t�st is 6 inches.
--__ ____ __--- _. -- —-- --- _ ___---------------------_ —---
Measurement, Drop in water level, Percolation rate,
_ Time ____ Time interval,min inches __inches minutes per inch Remarks
— 12.10 ---�refill -- ---- �
12:25 12:35 Ei 1-1/4 8 10 min
12:36_ ___ ___ 12:46 _ 6 1-1/4 8 10 min
12:57 -_ —_ -1:07 ___ 6 1-114 8 10 min
Percolation rate=8.0 minutes per inch.
_ ----__--; __—_---
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� Y- 1�.J_r.- �'l\ I��`'ti`a'-J, � ��..C�. DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED � �
PERMIT NO. COMPLETED
ADDRESS �'l�� ' / �.�1���A l /'�' N�Q
OWNER TELEPHONE NO.
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Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
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White Copyllnspector's File Canary Copy/Site Notice