HomeMy WebLinkAbout1996-008099 - new septic system PERMI� -
°''����TY OF ORONO
PERMIT TYPE:
' 2750 Kelley Parkway- P.O. Box 66 :-;�'ti;s�r; �: �:�"��r�
Crystal Bay, Minnesota 55323 Permit Number: �_;i�iY�_�_�.�
(612) 473-7357 Date Issued: �j�,,.�,�,;,��
SITE ADDRESS:
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DESCRIPTION:
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:-.t+��i: ft �:._{t.Ft' ir.��.ij��:; I VI:�E�? �i�,'.-� I �,1F�`5�.�
REMARKS:
FEE SUMMARY:
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CONTRACTOR: — �r=���. i r ti t-yt. — OWNER:
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APPLICANT PERM E SIGNATURE ISSUED BY:SIGNATURE
.
.
CITY OF ORa�d SEPTICSYSTEMPERI�IITAPPLICATION
Bax 66 (27�0 Kelley Parkway)
Crystal Bay, i�� 55323
,,_�_
JOB SI'I'E ADDRESS: _� =' =' �\ ' "
Occupancy Type: Residential -% Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.�0 State surcharge added to above fees
�`See fee schedule for non-residential permit fees
� • � -" ��;�,� r ��,� Phone Number. �i -;�- ` < - t
Owner's Name• L�1"` � `> �e" �' Citv: �P�
Nlailing Address: � , - .
� � , � PhoneNumber: �l - �
Contractor's Name: F,,, ��_ � - ����= -
Nlailing Address: � City: �P�
DO NOT MAII. PAYI'fENT WITH THIS APPLICATION
GE�tERAI- INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. DesiQn
reports are not considered approved unless accompanied by the "Ciry of Orono Septic
System Approval" cover sheet signed by the City Inspecti:r.
4, 'The followinQ 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 coverin�.
C. Drainfield trench installation prior to c�vering. 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 pipina 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.
NO'TE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropnate
boxes.
� '`�%� 1. I have received a copy of the system design including the Ciry of Orono
Septic System Approval Cover Sheet.
, �
� �;��� 2. I will be installin� the following:
A. Tanks: � � Precast Concrete _ Other Nlanufacturer
Tank Capacities: 1) i 5���� �al• 2) i_„_�, �al. 3) r_-,�r, �al.
B. Pump Station (if required) �µ,P,�
Pump make & model��lc1�t.r►lro ►oi2.�-�- (attach pump curve &
literature); system design requires �_ gpm at ��_ feet of head.
Hi�h water alarm make & model ��, ,�� �+�� , _. Outside
electrical work to be completed by installer /electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System: ,— I�
Trenches: s.f. �-_'` � Mound
Depth of rock below pipe ock bed dimensions 1 c 'x C � '
Drop Boxes Sand bed dimensions �3� 'x�'
Distribution Box Pressure Dist. Pipe Diam. i '�� ��
Maniford Pipe Diam. z_ "
D. Final Cover/Topsoil to be: borrowed 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
re�ulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and co_rrect.
_ � � ��� .� —� Date: ��= ` � � �`
SignaturcofArrlicant: '
MPCA Certification No.: '�
'I `_�
Staff Review: Appr val Denial
Reviewer:
Date• �f�����
Reason for Denial•
. _ �
� O� CITY OF ORONO
�,�,,)� EPTIC S�'STEM APPROVAL
� ,� � �M's� L, ec �` .i "':4`; -
. ;` \_ , �� � �, ;.. �,, •�� �� Y Of OR���
�=4�.?� , , ��% � � *
� ���J�-�..'�,�,'.r � � :�t 3'ti► `;�'' ;»
� � !�C;��',�;= t� �, ,�.,;��.,•'� biunicipal OfTices
�, ,ti�r��,,.d f�1 4�, �� Post Office Bos 66
� ��� �c�inr �,t. � Cryscal Bay,Niuutesota 55323-0066
l�q ��:{���`.�g,� ,
kESH�
LOCATION: 3250 Fox st.
OWNER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing �pORT DATE: May 16, 1996
The City of Orono has approved your on-site system design as of June 26, 1996
(approved-disapproved) (date)
witli die following conunents:
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. A list oE currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 noc be granted until tlie Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF RO O
✓�
By %� ��'F%'�!'`_�
Stephen eckman, On-site Systems Manager
TELEPI iONE-473-7357 • FA}C-473-0510
�'P T�S i eN�� tl�i,+� Steven B. Schirmers • MPCA Cerf.No. 627
' . 951 Katydici Lane NE • St. Michae(, MN 55376 • {612) 497-3566
FAX (612)-497-5011
State License#394
May 96, 1896
Bayer Buitding Co�poration
Lulcis Addition
3250 Fox Street
prono, Henn.Go., MN
This site has an existing On-Site Sewage Treatment System classified as failing in State
Code Chapter 7080 due to not meeting a 3' seperation from the seasonally saturated
soifs (matt(ed soif). A new system witi need to be instalied.
This on-Site Sewage Treatment System is Designed for a Type i, four bedroom home&
1 guest room, totaling 5 be�raoms. Designed in accordance with the Minnesota
Pollutian Conirol Agency Chapter 7080 and local ordinances.
The soiis on this site are SCS soils m�pped - LrB Lester iaam. The seasflnally
saturated soils were focated at 98" to 22". Due to the seasonally saturated soils, a
Pressurized Mound System wiil need 4o be instalfed to treat septic effluent. Ti�e bottom
af the treatment area must be iocated at Ieast 3' abave the saturated sails.
The soils at a depth of 12" have a percolation rate averaging fi.5 mpi iR the proposed
treatment area.
A pumping chamber wifl need ta be insta{led to lift the efflusnt to fhe treatment area.
The power supply and switches must be iocated outside the manhoie and pumping
chamber in a weather proof enclosure. A waming device must be installed wit� a light
and sound device, this is in case of a pump failure.
The existing tanks may E�e used if water tight and approved by the city inspector. The
tanks may be biock type which would need to be abandoned, pumped &flled with soit.
1
�'d d�OJ�NIQ�If13�3.�103 L�:6� 9E. T� Nflf
, ,
t
The m2nifold and supply line pipe must have back drainage to the pumping chamber.
The disVibution pipes shall have their ends capped. B� sure the rock and sand fi{I
materiai are clean. The sod layer beiow the entire mounded area must be turned over,
jusi break up the sad, be sure not to over work.
AI! neighboring wells are focated gceater#han 100' away from the proposed treatmenf
area.
�
Keep ail heavy equ�pment off of the proposed treatment area before and af�er
construction. The treatment area shouid be marked off before construction. This
Design is not valEd & ihe systern will need to be refacated if failure ta pratect the areas !
propased far On-Site Sewage Treatment occurs. I
I
I
i
With proper instaliation and maintenance, this sysiem shouid have no prpblem in
treating septic effiu�nt effectively.
Nothing other than gray wat�r(iaundry, shawers, etc.) human waste �toilet tissue
should be disposed of into the sepiic tanks. Garbage disposals are not recommended,
due to adding �-nore solids 8� fine solids passing t#trough to the system. �xcessive
amounts of soaps, cleaning agents 8�chforine agents may kill the bacteria needed to
treat septic efftuent. Additives are nat recommended. Recommend to pump &clean
your tanks through the manhole by a certified pumper every 2 years. Check with your
pumper to set up a schedu(e.
�
Steven B. SchiRners
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SET- BACKS �
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HOIJSE Systun nust be� m
Tonk.�� from property I�nes X ��-{�h� c'Sil S1�L w�S13__, o
�S' trOm wells � m
WLL '�.t�sww�e�!�L � trom b!�qs. � c
.�y;w Treatmtnt oreo ��trom lokcs,_sfreams • �
L��''R��"'�� - T�eolmenl oteo 3s2. trom 9�opert lines NOTE`���PP�on4 n'''��es mnf be locoted in o d
M�►'Ho�S w�.n ��." �,�from wells
Y weather proof enci�swe outside ihe pump'u+g chomber and manl�ole �
� ' .�� C=RLl'flLL � irOm b!Gqs. n
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� :a .L52'trom trees � ,yl' S01L $ORthG ELEVATIONS �
�min. � � � • � . � 7'Hrt E�.-9�53 �ft�"c.-7Y�.�1
j a ��d�a.s � rodC�.%TN,�2 El..�•�
• 7onk - 0 9 TFi:�3EL:.93�•7
i Tonk � p���� DISTRI6t1110t�! MOUNO SYSTEM
Droo �o Tonk ��� Th:4 El.-��
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� N,in.I�io B� �-Pum�ing TH'S EL.-�4
j Mo�,f�to4� � K-c.�P ^��11.1�5 �11�A�..�-ovJ Chomber EI.EVATiOV o1 PROr'OSED PUM?;N,
C`{ANBER-q �ob�, T�"+*�so.o
� , 4�106��diu.ppe '�tac�s�,s�� �tAvv�b r��A-t_�as�_-a��s- -C�� vco�,x� at._.z«-�arw- '�S�.q
. . �M A`( hCfA �SJ'Lti 44�HODN f YIJ�S r� .1 ��w p .
SYSTEM DES4GN-MOUNO =��++a'<'� 'riu�"s• . 's� y
--.'{°P oti �•r •,1 . _ 1SL_g
7YPE-�,.�..BEQROOM, Aveioge percdolion rote���min./inch{�isn.8�sq.fitreolmentoreopercpt.ofdoiysewage0ox) � '• " a~'o ' _ - �s�,� ,
. _ lL qoi./dq x.83sq.h 1qoi.,fc?..�sq.ft,o(heotmenl oreo+f0%=.fnsty sq.it. (�IOfl,widtn=.lc.5�fl.lenglh of bed orea+si6e s!ope run.�1.to I x�helgtt= �`d f�x.�tt fov`n•area needed)
qeon rock needed- .�SbYsq.it,treohnent orea x �•�_Eepfh at rak+2l�L.cu.it�27=�_a.yds{3/4'to 2 V��d'a,,inc�udes 2�of rxk obove p'�e?
���-- Cteonaond tiN belaw rock netded ��'4_cu.yds opprox. , sanb�loorn bockfilf..��a.yds.opFmx., fopsoil fi�.��yu.yd. �'�- '�A'�—�-��''{�' �' 4 �p LVYD'
wasH�o (taEcar��_ -Co .Rvo.�o'�o ���foebo��._Eot-_t�,.tia+«�tna��sa.rs�..
Number o( fonks required a , Ist tonkL�,4�qo1.,2ndtonk OOJ qDl.mirvr�ns FWS P�.lmPti?•12_. c-�7'pmta¢�- . .
F'umpig chomber capo�ity--25%of do�ysewoge fbw o12�_gol.�.l`�.S�gal.�reserve s'aaqe oF 159cr:�/BT�,SQ._Qa1.+pipeDakcfo'�noqe— pRpp�RTY �� o '�
of�_qoi./IO�Iin.ftof3�da.a.,PaY P+Pe, Iinft.needeQ��, 21_9ol.imonifo±d�ga1./IOOlirtftof?� `d'a.p;pe,lrt}tneeded�,3._cp1. � � �
. • toloi tapocfly neededL3,Lqoi.(Plus or�ia pump) usti r+�ti,�.�+�.gAl•cap. ' a o �^
dislribulion pipeZl�d�o.,.s.'�linil, ���d+o.pelforolionS�J�•�opxt 04-0�o M • 1�1�t+. Ob.
Pump s¢e l.o�hp. IPumpoble copocity32L4o1.4cydos/day) �.,1�.�5�. 5� � u�Ao Pac�sos �pJ��l.p),'a-��_��_�a11� S—P TEST/NG !M ..
Nole� 1Yhen co�+�uciinq bed -- , tNs oreo snoul7 be shaped Note� Oistonce irom treoE�nen1 oreo �o ne�qnboring v�us— � 4es�qned 3y� ��
t��a.,�.o,o_ .-r»n. � 7 � i
fo diven run-o`f from eMering �no�menl ereo. "�` • , Oo�c�,�/,tj/glr, �►. 612•49T-3566
_ . �
MOUND DESIGN WORK5HEET
{For Flows up to IZQO gpd)
-A. FI.OW E����s���e�70«�,c��,:�Dar(aa�
Estimated � � gpd N�« �
'iype 'IYpe III '!}rpe IV
of pc i tt
or measured ,--� x 1.5 � -~ gpd. s��
z aoo zzs tso so�
3 ts0 3a0 21s �
B. SEPTIC TANK LTQUII� VOLIIMFS 4 �0 3�s �
s �so •so z� '�e
(-11 Sr7 4 �—)p D u $du011S 6 400 521 332 �
� I050 b00 370 �
g 1200 67S �Og
C. S�ILS(refer ta site evaluation) r,�,,a ,.,.� „w
1. Depth to restricting layer= t�c�'�zo�`,Q ��'inches 'r �-;� `�'°.�'
s��ooms G.r, v�D�°
2 Depth of perco�afion tests= i a'' inrhes """'
3. Percolation rate `)._5 mpi �s a� t'.SOo°o i's'ouo
4. Land s2ope '� �Q ,a s � �
v.c 9 Soe fis.G6 (:13�
D. ROCK LAYER DIM�TSIONS
I. Multiply flaw rate by 0.83 tn obtain required area of rock
layer:A x Q.83= ,
7 SJ $pd X 0.$3$Q. {t.�gpd= G�� Sq.ft.-�lo`�s=fes��°
2 Select width of rock layer(10 feet or Iess) _ /u ft.
3. L.ength of rock layer=area�width= Rock Bed
�`� .._sq.ft.� r o ft. _�s�ft. . ...,...,.,...�.,.ti.,.,.�,,.
l.INV.t�h/�I.Jd.��I.�t t
\.1 1.'�N.t.ti. +��1•�.t+1.�.�.t
���ti�{���ti�'-ti ti ti�.'ti{'ti"C{'-r' �dth SIO f�
��i.�.r.rr�.r•i�•t•�•��i•i•r
�'~'�'~i:i:-ti.�.ti.�•t.t.t-ti.�-�•�
.i.i.�. i.i.�.i.i.i.i.r.r./.�
E. ROCK VOLtJME ~— �'&� �
1. Muitiply rodc area by rock depth to get cubic feet of rock;
(oYLa sq.ft.x .�f�. _�cu.ft.
2. Divide cu. ft.by 27 cu.ft./cu.yd. to get rubic yards;
�� cu.ft. �27= a�_cu.yd. �
3. Mul�pIy cubic yards by 1.4 to get weight of rock in tons;
a� ru.yd. x 1.4 ton/cu.yd. _�tons.
F. ADSORT.'TION'WIDTH `��LC �.o�w,
on WSdth TaDk
1. Percolation rate ir�top I2 inches of soil is `�•S mpi r,.,ro,a�.u�� �.� ;a„
;k;,,�.�p��;, SoilTexture �,T„� ..,r,,,
c �b �►�-,,,�w'"
2 Select aIiowable soil Ioading rate from table; F$s��,�,o.i oarse sana �2� �m
•`�� SPd�f� o.iios �n s�d� ob0 zo�o
b to�5 ndy i,oam 0.?9 I.i2
3_ Calculate adso tion width ratio b dividin rock ta er 16:0 34 l.oam 0.60 2.00
rp y $ y 37 to 4� sils Loam o� 2.40
IQading rate of 1.20 gpd/ft2 by allowabie soil loading rate; b�i�o zl Q �a t.oaa► 0.45 2.6�
�lay 024 �.QO
1.20�d/ftZ-� .� S gpd/ft�= a•t.7 Slower than 12(? Clav ----
—sd1 rs+��04 ar more at fvx or ra�r fin.ftt,d
4. Mulkiply adsorptian width ratio by rock layer width to get
required adsoz`ption width;
, .�x L° ft- a��ft f;'�
�r3r
9'd d�OJ��•IIQ�I�H�3.�105 �b:6e 96, tii Nflt
' G: DOWNSLOP���WTDTH
� I. IE Ian�slape u� �more,subNact rock Iayer wzdth fram
� adsorption width to obtain minimurn downslope dike toe
,
�.i.'�ft-�_ft =�_�.feet
2. Caiculate Minimwn mour�d size based on geometery:
a. Detezrnine depth of ctean sand fill at upslope ecige of rock
layer: Separation _/• 2 feet
b. Multiply rock layer width by iandslope ' r°°t t.•.'
t foot Ro •a
to determine drop in eIevation;
SIope Difference s.�.r.tt.e � r..: .
/c? .x_�%� 100 =�,._feet SteO* D1tt�r�nc..:.�.. �t
UDiloDt Mlatn
c. Add depth of c3ean sand for separation (7�) -u--r«t z,tk e�a N�a�n
at upslope edge,depth of rock layer(1 foot) to deprh of ..�sZ r«� Downslo9e MIC11
cover(1 foot) to find the mound hezght at the upslope edge �i�t`
of rock layer;
1. 2 ft + Ift+ lft=��feet
d. Enter table with iandslope and upslope dike ratio.
Select dike multiplier of 3,�_.
e. Mu3tiply dike multiplier by upslape mound height
to find upslope dike width: 3•a x 3.y S= 1' 1 feet
f. Add depth of clean sand for slope difference(2b)at
downslope edge,to the mound height at the upslope edge
df rock Iayer(2c) to find the downslope height;
� 3. a ft+��ft=�,�feeE
�� g. Enter table with landslape and downslope dike ratio. . ,.
_ ;c _,. . �Select dike multiplier of �c,
h. Mul�ply dike mul�iplies by downslope mound height
to get downslop�dike width: i�x �.�L =�_�eet
i. Compaxe the values of step G.1 and Step G.2h Select�te
greater of thp two values as the dawnslope dike width; _�o ,
. � _4��[ J.e�t :"v'""j:�"� '"s,a-.K�s x 1x3,�. r�5- �so :p+, '�.. i.. � : .
:.�f's. �£'UDt1oD�ntatn` . .,C F3�iv�f?.�� �'� f�:,�y3 f'Y 4 ;...
j. Total mound width is the sum af ���..�� -t�-=�.•t -� � 9Y����`�,�Y�,,��:;
; .� ... ,���;.:��h.a� �� � ,w
u slot�fp dike (G.2e} width lus rock � �` `�>`�
� r_ P 's�d5'.�`�„�"'yzx"ir ap�a a�atn I a��'Y'.'�:
layer width(D.2) plus 9 �o.,a .w;c�� 'O'` '••' p .
UDt�1 D���bt�
downslope dike width(G.�3�. 3 �t�et � � 11_feet
� �r � r,..�" ,✓'�":
t� b''S '�^�'�. '�° � m�.�q' � .,r��c-��a„
� �f J a � . �.�x.l�.�wr.m�.7ta'k"'s`t �'a""� r '&"�f ?t;�,��.t�
�� ft +�ft � �- feet �g ;=��,°` ����' '�, �' < �>`���i�;�"�"�"��'x`°�E'�«,
k TotaS mound length is the stun of w ,�4����� ,��4 �DOMIi,�OD t<<'�� ����`,��s,�� �
upslope dike widih (G.2e)plus rock layer ��w,l������:�, '�,,y �Y�� ;�s�� � �< 4 �;�
- �f r�� a � �. k, y � ,_,
3 Y "3 i^�f }( 4� J �
Y'-`��"�-�r ,.�,��-s s r�3rii��w�yi Y` s�s�� ^' y ,^ .''�y'.
Iength (T7.3)plus upslope dike width {G.2e); s r'��{.> � � � ��k 7�y�`
�'ktYi�^ W ..�i '�'�.�,�1 v iYtk.� '� � '»e�y,G �!.
1 � ft+ �, $' ft + �__ft = _,g_o feet y ,� '� w :��� - , > y ,
17 + (oq' 't ►7 /c� lDa.
Tot�t Unqtn
' ✓• O�Pi1 OPt pS Op[ �
}:I (1 S:I 69 %:I �;I {�1 S:I 61 � T.S i3
x�bp
D 1D lA 3A Lo 70 2.0 l0 ;.0 [0 �A tA
1 3.W 117 a?L 6.3d 75J 191 3.IIi l;6 S.Fb 65t 7a1
� 2 S.T9 lSS 556 i& Att 2d3 �� ISl S36 61l 6.90
7 330 c.s� 5� )12 t,eb 2T 237 s35 i.Ce 5.79 i�S
�'"� �_ _- ]AI�� _61S_ -- 7.Ai_ .... 9.71 2Id C�� 1.17 lbt S.<4 bll6
�;:�='; S 39 S� L67 657 ]Q7J 1p ]11 t.� 1.6t S.S9 Sh
6 313 S]E T.1� 93t 1107 Lit Jb 3.8'.i 11S <.4I S�1
) )S9 S56 7.69 to3t ]Jn 2�d 3.72 3.:D tz1 t7J S.SI
� 3.95 Sei 133 )134 1S.f1 2�2 1.01 �S? �.Cb �.14 lA6
1 5.21 6.75 9.09 f3.W lt.P2 13b 29i 1.15 a.99 <.i0 <65
io <.�s 6v �oo �s.w u� zti ias aa3 a.n �.�Z ��e
» ��a r� >>.n t�,�s aou 2:s a;� an 1�t 3.ss «a
u .� �� �zso ��.0 u.-s in zr� a.0 s.<s �s� �as
L'd d2�OJ9NI Q�I fl�b3J,UH �b:6� 96. L i Nflf
` � F-l 7
� PL. SELECTIQNPRO��
F!D >EkfCftATIOM CF • PERFOR�T� L:.�i f..�
A Deterc�u+e pump capadly. G..�...
Gravity Distribution T,,,.,,
I. Minimnm suggested is 60Q gallons per f:our(10 gpm?ta stay ahead of �z;.. . . - -
�t fwrr+s iere tr�•
water use rate. ' "^'"'"" ����~��'T w�
M�MM w�)
2_ Maximum suggestcd for delivery to a drop box of a home system is 2,700 ►-�-.��.a.�.�-.-..,,
M 4�1�� �w
gaIlons per hvur(45 gpm)to pre��ent build-vp of pressuze in drop box. ,,,•,,,� -N 1.,,. ,r�.c�r
. .,�..,.,
�.: ..�...�::�...�.«
Pzessuze D'utibution . c�..,s«u,. �"'•^�'L'+^'
3.a. Se�ect number of perforated taterais 3
b. SeJe�t perforatian spadng= 3 feet °"""�"'^'�"'�'�"�'
a.i..rr..�s...i�r.,
c. Subtract 2 ft.from the rock layer length.
�L�-2ft.=�(_�feet
d. Deiemune the number af spaces bei�veen}�erforations.
I.ength perf.spacing=y�ft-+�_ft._�spaces �,,;,,�p�,ea, t
e. �spaces�1=��Ferforationsll ateral ,n�:Uons per au„vtD�
f. Multipiy perfora�ons per Iaterat b`�namber of laterals to ��3a' �� ,-��2�a� `��
gettotalnumberofperforations. w��� x���=.,lc�perfarafions. ��H�
8• � X�i2�r=�-SP�- .
1.Oa O.S6 0.74
S�LECT�'DPUMPCAPACriY 3c'�_gpm 2.��3 �.$0 1.0�
8.Determiz►e head requirem�nts: a.Use for single family homes
�. Elevation difference bercveen pump and point of discharge. b.Use for alI other app;i�ations
?�feet
� 2. If pumping to a psessure distribution system,five feet for pressure
required a!rnanifold if gavity system,zero.
__�,�feet
3. �riction loss
a. Entet friction loss table with gptri and pipe diameter. P�v��e�
Read friction Ioss in feet per 100 feet from table. F '-'
F.L= �.�h./100 ft oE pipe Poin=of p�
b. Determ;ne total pipe lengih from pump to discharge n��,�;�,p��,«�
point. Add?5 percent to pipe length for fitting �p _ ��
loss,or use a fitting loss chart. �quivalent pipe
Iength-1.25�mes pipe iength- �
��1 c x 1.2$��3_feet F-I8b
c. Calctilate total friction]oss b mu3ti 1 n 1.5 inch 2.�inch 3.0 inch
Y P Yt S ggcn �,:�;o,i�y��oo n�p;�
fricfion toss in h/I00 ft by equivaleni pipe length.
Total friction ioss= {l�� _x �.u +]00-��_feet �� �•� 0.20
12 0.96 0.28
4. Totai head rec}uired is the sum of elevalion difference, 14 2_2S 0.38
speciaJ head requirements,and total frir�on Ioss. 1G 1.63 O.aB
18 2.03 0.64
� 20 247 0.13 d.11
3'7 + + ) �� ]S 3.73 7.I 1 0.16 '
(�} (2� {3c) 34 5.23 1 SS 0.23
35 7.94 2.06 0.3fl
TOTAL HFAD �_fee! • � 11.0? 2.54� 039
45 1 a.?3 3.28 O.aB
50 3.99 0.58
SS 4.76 0.70
C. Ptu�ip seIection 6o s.6o o.s2
� i. A pump must be seiecred to deliver at Ieast
3�_gp� (Step A)with at least �Z feet of total heasi(Step 8).
8'd dJ0�9P•lIQ�If1a�3J,03 Ib:60 96, tt N�tf
. S-P 7"ES�Il��i ll r ti✓. Steven B. Schirmers • MPCA Cert.Na. 627
. . 959 Katydid Lane NE • St. htichael, MN �5376 • (6?2} 497-3566
FAX • {612} 497-5Q11
Sta#e License#394
�,_ GS OF SOiL BORINGS
Boyer Building Corpora#ion
Luris Add�tian
� 3250 Fox Street
Orono, Henn. Co., MN
gorings completed on 5-fi-9&, with a i-1/4" Soi4 Probe.
�ORtNG NUMBER 1- Elev.975.3 - MOTT�ED SOiL AT 1''[Q" - No standing water
present in b�ring.
0 - 8" Topsoil darfc brovm toam 10YR 3/2
8" - 22" Broum clay loam 10YR 5/4
22" - 38" Rusty oEive brov+m day toam 14YR 514
38" - 48" Rusty oiive brovm loam 14YR 4!3 �
�
�ORING NUMBER 2- Elev.977.8 - (tJfOTTLED SOI�AT 1-i12'- No standir�g water
presen# in boring-
0 - 6" Topsail dar�c brown toam 10YR 3/2
6" - 18" Brown clay �oam t OYR 4/3
18" - 3fl" Rusty o1Ne brown clay loam 10YR 5/3
30" - 36" Rusty olive brown silty loam 10YR 5l3
36" - 48" Rusty olive browrt loam 1�YR 6l3
a0R1�3G NUMBEf� 3-Elev.974.7 - MOTTLED S�1L AT 1'8"- No standing water present
in boring. �
0 - 10" `�opsoil dark brown loam 1 DYR 3/2 I
14" - 2Q" Brown sandy clay loam 10YR 414 '
20" - 32" Rusty brown sandy clay Eoam 10YR 513
32" - 48" Rusty gray brown foam 10YR �/3
6'd d�OJ9fJIQ�If13J3.103 Zb:60 96. Ii Nflt
S�P TEST/N�� �IYC. 5teven B. Schirmers • MPCA Ce�#.No. 627
. . 951 Katydid Lane NE • St. Michasl, MN 55376 • (612) 49?-3b6s
FAX • (6'!2) 497-5(311
State License#38�
�.OGS QF SO1L BORiNGS
Boyer Building Cofporation
Lulcis Addition
32b0 Fox Street
Orono, Henn. Co., M�l
Borings compfeted on �-28-9�, with a �-1I4" Soi( Pcobe.
�ORiNG NtfMBER 4 Elev.985.2 - MOTTLED SO1L AT 1`10" - No standing wate�
present in boring.
0 - 8" Tapsoil dark browr� loam 10YR 3/2
8" - 22" Brawn clay toam 10YR 514
22" - 48" Rusty olive brown clay loam 9 OYR 514, matties 10YR 512, 5l6
�ORING NUM�ER 5- Elev.986.4 - MOTTL.EQ S�IL AT 2'8" - No standing water
present in baring.
0 - 14" Topsoii darEc brown loam 10YR 311
14" - 32" Brown clay loam 9 OYR 514
32" - 48" Rusty oiive brown clay loam 10YR 513, mottles 10YR 6/2, 5/6
�OR[NG NUMBER 6- Elev.387.4 • MOTTLED SOiL AT 3'2" - No standing water
present in borint�-
0 - 14" Topsoii dark brown loam 7 OYR 312
14" - 38" Brown clay loam 1 QYR 5/4
38" - 48" Rusty brawn clay (oam 1QYR 5l4, weak mottles 10YR 5/8
G3I 'd dbUJ9NIQ�If15�3,1Os �b:60 96. LI Nilf
CERTIFICATION�N0.627
STAT�LICERISE N0.394
PERC4x.,A�,�'I4N �'�ST DA,�'A, SHEE'T
Percolation test readings made by S-P Testiag Inc on�I�g��j
Test hole location I.u�j,�Acld�tioD 3250 Fox �treer_Orono
Test hole number�, Date test hote was prepared 5-6-96.
Depth of hole bottom I�inches_ Diameter of hale�inches.
SOIL DATA FROM T��T HO�.
DEPTH,tNCHES SOIL TEXTURE
0 - 8" Topsoil dark browrt loam
8" - 12" Brown Gay foam
Ivlet�od of scratching sidewall is T�nife. Depth of gravel in bottom of hole is�. Date and hour of initial
water filting,�6-96,10: m.. Depth of initial water ftlling is��above tbe hole bottom.
ivlethod used to maintain at least 12 inches af water depth in hole fvr at Ieast 4 hours is a�tom�tic�Il,
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percoiation rate,
Tirr� Time interval min _ ind�es in�es mirnrtes r inch Remarks
72:29 refifl 6
12:31 12:46 6 4-1/2 3.3 15 min
12:�1 1:t')6 6 41/4 3.5 75 rrt�n
1:07 1:22 6 411i6 3.7 95 min
'ercotation rate=�,S�ninutes per inch.
L i'd dJO��FJIQ�If1�3J31,03 Eb:6� 96� i i N�lf
CERTiF'ICATION�NO.bZ7
STATE LICE1�tSE N0.394
PERC(JLA►'�'�UN '�'EST DATA SHEET
Percolatian tesi readings made hy S-P Testieg, In�,on 5-7-96 starting at j��3��.
Test hole Iocatian �,uris Add..3250 Foz Street Orono
Test hole ncunber�, Daie test hole was prepared�-�,
Depth of hole bortam j�inches. Diameter of hale�inches.
�OII,D�.TA�ROM TE�T HO .F
QEPTH,fNCHES SOIL TEXTURE
0 - 10" Topsoil dar#c brown loam
_. ,
1 fl" - 12" Brown sandy clay loam i
I
i
Method of scratchinn sidewail is k�£�. Depth of gravel in bottom of hoie is�, Date and hour of initial
water filting�96, t0:00am. Depth of initial water fiiling is��above the hole bottom.
Method used to maintain at least I2 inches of water depth in hole for at least 4 hours is���atic��,
Maximum water depth above hole bottom during test is b inches.
Measurement, Drop in water ievel, Peroolation rate,
Time Time interval,min ind�es inches minutes r inrh Rerr�rks
zz:�� �ia s
�2.33 12:48 6 3-3/4 4 15 min
i 2:49 1:04 6 3-1/2 4.3 15 min
1:09 1:24 6 3-51t6 4.5 i5 min
�
Percolation rate=�3�ninutes per inch. '
Ei'd d�0.��tJIQ�Ifi��3�lOs �b:6� 96, LL Nflf
CERTIFICATION N0.627
STAT'�LICENSE N0.394
PE�CULATION TEST DATA SHEET
Percoiation test reac�ings made by S-P Testing. In� on 5-7-9b starting at 1�.32pm-
Test hole tocation La�is Add. 3�50 Fox Staree� Oruno
Test hole number�, Daie test hole was pr�e�ared S-G-96•
Depth of hale bottom�inches. Diameter o�hoIe�inches.
SO�.DATA FROM TEST HQI.r.�..
DEPTH,INCHES SOtL TEXTURE
�- �" Topso�l dark bro�m loam
6"- 12" Brown c� foam
Method of scraict�ing sidewall is�, Depth of gravel in i�ottom of hole is�itl� Date and ha�of initial
water fitliag��96,10:(�am. Depth o�initial water fiiling is�ins.�,above the hole bottom_
Iv�ethod used to maintain at least 12 inches of water depth in hole for at Ieast 4 hours is autametic�,
Maximum water depth above hole bottom during test is�,inches.
Measur�ment, Drop in water levei, Percalat�on rate,
Time Time interval,rr►in tnches incttes minutes r inah Remarfcs
9 2:21 IE 6
'l2:32 12:47 6 3-5/i6 4.5 15 min
12:50 1:05 6 3-3I16 4.5 15 min
'1:� 9�23 6 3-3/16 4.5 15 min
Percolation rate—�ninutes per inch.
Zi'd d�O��NIQ�If13b31.03 bb:6a 96. It Nflf
CERTTFICATION�N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testio�. Inc. on 5-29-96 starting at�,�m•
Test hote tocation Bo er B dg.,L,z �c 32��}Fo�,Orono
Test hole number 4. Date test hole was prepared 28-96-
Depth of hole bottom�inches. Diameter of hQte�inches.
�OIL DATA FROM T .�T HO . .
DEPTN,tNCHES S�fL TEX7URE
0 - 8" Topsal dark brown foam
8" - 12" Brown ciay loam
Meihod of scratching sidewail is j�� Depth of gravel in bottom o£hole is��, Date and hour of ir�itiat
water filling 5-28-9b.1;30��, Depih of initial water f)ling is j�.��above the hole bottom.
Methori used to maintain at least 12 inc�es of water depth in hole far at least 4 haurs is����
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water tevet, Percoiation rate,
Time Zime interval,min inches inct3es minutes inch RemarEcs
1:27 refill 6
1:39 2:09 6 3-318 8.9 3D min
2��`� z�� 6 3-3116 9,4 30 min
2:4� 3:15 6 3-1/8 9.6 30 miti
Percolation rate=Q�z�inutes per inch.
bi 'd dJO��hlIQ�If1��3.�09 Sb:E� 96� ii tJflf
CERTIFICATION NU_627
STATE LICENSE N0.394
�'ET.ZCOLATIQN TES'F D,A,'�'A SHEE'�'
Percolation test readings made by, P5- T�ti�g nc_ on��st�uting ai L-4Qpm.
Test hote tocatian�oyer Bidg.. .n i , 50 Fox St Orono
Test hole number�, Date test hole was prepared 5-�8-96-
Depth of hole bottom 2�inches. Diarneter of hole�inches.
�(?IL DATA FROM?EST HOL.F.
DEPTH,lNCHES SO1L TEXTURE
0 - 12" Topsoil dark brown loam '
Meihod of scratching sidewail is�g. Depth of gravei in bottom of hole is��, Date and hour of initial
water filling 5-28-9�. 1:30�m 17epth of initial water ftlling is��abovs the hale bottonn.
Method used to maintain at teast 12 inches of water depth in hole for at least 4 hours is a��y�,
Maximum water deptE�above hole bottom during test is�inches.
Measurement, Oro�in water�evel, Percolatian rate,
Tims Time intervai min inches inches minutes r inch Remarks
1:27 refi!! 6
1:40 2:10 6 4-118 7.3 30 min
2:13 2:43 6 3-i3/9S 7.9 30 min
2:46 3:16 6 3-3i4 8 3p m;n
Percolation rate=.7,7_,minutes per inch.
�
ST'd d�OJ�FJIQ1IIl3�3J,03 Sb:6f� 96. i L Nflr
CERTIFICATION N0.627
STATE LICENSE N0.394
PE�tCOLATION TES'�' DA�'A S�E�T
Percolation test readings made by S-P Testiny,.Inc.on 5-29-96 starting at 1;41nm•
Test hoie locatian�yer Bidg,, . �c, 250 �'nx Ct Orono
Test hole number� Date test hole was prcpared�-2$-96.
I
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL IIATA FROM'I`ES'i_`HOLE �
DEPTH,iNCHES SOIL TEXTURE
0 - 12" Topsoii darfc brovm loam
Method of scfatc}uing sidewalt is j�� Depih of gravel in bottom of hole is�, Date and bour of initial
�
water filting 5-28-96. �:3Q�m. Depth of initia} water�l Iing is��above the hoIe bottozn.
Method used to maintain at least l2 inches of water depth in hote far at teast a hours is aatoaL9tic�1�,
Maximum water depth above hole bottam during test is¢inches.
Measurerr�ent, Drap in water tevel, Percotation rate,
Time Time intervat min inches inches minutes r inch Remar#cs
9:27 refi}l &
�:4� 2:1 t 6 5-1/2 5.5 30 min
2:�2 2:42 6 5-1/2 5.5 30 min
2:47 3:17 6 5-1/2 5.5 30 min
Percolation raie=�,�ninutes per inch.
9ti 'd d�OJ�NIQ�If13J3.�lOs 9b:6� 96, tii N(lf I
Q
J
N
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r -- --. .__..
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DATE TIME
CITY OF ORONO CALLED IN � �' . �
INSPECTION NOT�CE SCHEDULED f
PERMIT NO. ' r ' COMPLE ED
ADDRESS �c� � ,��.
OWNER CONTR. �
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICALRI 19IXCAV/GRADINO/FIWNO
� 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
� 03 INSULATION 24J25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS
~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
� 07 DEMO—FINAL 15 SEP TALL. 22 FOLLOW-UP
= 09 PLUMBING RI SEPTIC F 35 HARD COVER REMOVAL
� 10 PLUMBINO FINAL � 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO M YOU:Y YES NO
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECOND�TIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
C CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContracto
Inspector. �
White Copylinspector's File Canary CopylSite Notice
/
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CITY OF ORONO CALLED IN '�
INSPECTION NOTICE SCHEDULED —.? - "
PERMIT NO. .�'� �!�� coMP� Eo �_
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ADDRESS
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OWNER CONTR. C
TELEPHONE NO.
� DESCRIPTION _ �C..�{�—(Jj^�_
� 01 FOOTINd 11 MECHANICAL RI � 18 EXCAV/dRADINO/FIWNd
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Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
E` 07�EM�SITE 27 S�yGMN� 21 COMPLAINT
v
�Q 07 DEM4—FINAL �P 22 FOLLOW-UP
= 09 PLUMBINCi RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBIN 36 FOUNDATION REMOVAL
Z OWNER/ RACTO O MEET YOU:_YES_NO
� COMMENTS:
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. r pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
C GTATION ISSUED
❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Call for t n xt i spection 24 hours in advance.473-7357
OwnerlContracto sit :
Inspector.
White Copylinspector's File Canary Copy/Site Notice