HomeMy WebLinkAbout1998-009904 - new septic system � � PERMIT
CITY OF ORONO
2750 Kelle Parkwa P.O. Box 66 PERMIT TYPE: �
y y Permit Number. �_'���� t� ��'���f``�
Crystal Bay, Minnesota 55323 Date Issued: '"-'��-"'-�"�
(612) 473-7357 i_�j ;_�j���;_;
SITE ADDRESS:
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DESCRIPTION:
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I REMARKS:
FEE SUMMARY:
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APPLICANT/PERM�TEE SIGNATURE ISSUED BY:SIGNATURE
� i
CITY OF ORONO SEPTIC SYSTE�I PERiI��IIT APPLICATION
Bo�c 66 (2750 Kelley Parkway)
Crystal Bay, NI�t 5�323
�os srrE AnnxEss: .3 0 t 1 � ��s C �
Occupancy Type: Residential k Commercial Other
Permit Type: Ne�v or Replacement Sy�stem, $100.00
Repair Existina System, $ 50.00
(Tanks or Drainfield)
0.�0 State surcharge added to above fees
, *See fee schedule for non-residential permit fees
O�vner's I�Tame: l�iv.' ��- �,��-t _ PhoneNumber:
I1�Iailing Address: �� City: �p:
Contractor's ?�Tame:�����e-. / �7! �c -���_ PhoneNumber: 7��3 ��/r.s'�
Nia.iling Address• City: �p�
DO \TOT 1�IAII, PAI'�IENT WITH THIS APPLICATIO�'
GEtirERAL P�STRUCTIO\TS
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 Ciry Offices and work must not be;in unless the permit card is on the job
site.
2. Permits will be issued only to contractors holdin� a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Desi?n
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet si�ned by the City Inspector.
4, The follow•inj inspec[ions will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general con[ractor.
B. Tank installation prior to coverin�.
C. Drainfield trench i.nstallation prior to coverin�. For mounds, inspection is required
after rouah-up bu[ prior to sand placement (sand will be jar tested for silt content),
and a�ain durin; pressure distribution pipin� installation in the rock bed.
D. Fi.nal i.nspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5, Individual holdin�MPCA Installer Certificate shall be present durin? 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.
`'S 1. I have received a copy of the system desi?n includin� the Ciry of Orono
Septic System Approval Cover Sheet.
��S 2. I will be installin� the followin�:
A. Tanks: �� Precast Concrete _ Other Manufacturer D��-w�+�
Tank Capacities: 1) ����� �al. 2) �� gal. 3) j�d gal.
B. Pump Station (if required)
Pump make & model �'l � `��-' (attach pump curve &
literature); system desi�n requires ��� gpm at I �t feet of head.
Hi�h water alarm make & model �;:��t��, - Outside
� ' electrical work to be completed by installer electrician x
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. _� Mound
Depth of rock below pipe " Rock bed dimensions / u 'x�"�:r ,
Drop Boxes Sand bed dimensions �'x,_.�.�.'
Distribution Box Pressure Dist. Pipe Diam.)� "
Maniford Pipe Diam. �_"
D. Final Cover/Topsoil to be: � borrowed from site
(show location on site plan)
trucked in
The undersijned hereby applies to the Ciry of Orono for issuance of a septic systerrz installation
permit, a�rees 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: ��-�-�-u�� �� ���-- Date: � � � � " ��
MPCA Certification No.:
Staff Review: Approval � Denial
� Reviewer: � Date: ��/��
Reason for Den.ial:
• 4
� O� �,,,� �� CITY OF ORONO
" `�.�q '�" k :� „ ��` ' ° EPTIC S�STEM APPROVAL
i ¢�� a 4 {;Y ' �3� T
O �� O F^ l� �� � � ... -�3 .
.�,`�, _ ., 'i � �� :.� - CITY of ORO�TU
� ����
� � �ir wd,:�,� ..
�,�/ � Municipal OfFices
� �t �a r� ti Post OtTice Box 66
�L� � �� ������C� c���Bey,Minnesota 55323-0066
��'SKO�
LOCATION: 3011 Sussex Rd.
OWNER: Tony Eiden
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
July , , evise
SITE EVALUATOR: S-P Testing REPORT DATE: .Tanuary 16, 1998
The City of Orono has Approved your on-site system design as of January 23, 1998
(approved-disapproved) (date)
wit11 tlle following conllnents: Proper drainage must be provided past the drainfield sites
along the West property line.
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 of 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 MUS':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 tlie Inspections Department
has veri�ied t�at �,:imary and alternate sites are aclequately protected.
NO VEI�ICULAIZ i�c�1FFIC Or AN z 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 con[ractor.
CITY OF NO _
�`�
By '
Stephen W kman, On-site Systems Manager
7'ELEPHOIV�-473-7357� FAX-473-0510
- �l
� .7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License#394
REVISED
January 16, 1998
July 19, 1989
Tony Eiden
Lot 7, Block 2
Fox Bend
Orono, Henn. Co., MN
This on-site sewage treatment system is designed for a Type 1, four bedroom home, in
acxordance with the Minnesota Pollution Controt Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - Ha - Hamel loam. The seasonatly
saturated soils were located at 12" to 24" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be instatled to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 18" have a percolation rate averaging 24.5 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be tumed over,
just break up the sod, be sure not to over work.
1
1 � �
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area shouid be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than 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. Excessive amounts of soaps, cleaning agents &
chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not
recommended. Recommend to pump & clean your tanks through the manhole by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
�,z�ti•
Steven B. Schirmers
2
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9 S � c.� /�' 3�� 3�-� �.le '�t�1 S�C��
��_ � � �ERr�r c�:-�o�� �-,�v� ��•
; �o� o��������� BPercolaiion Tests Scale-J ' yo LU�C '��'bLL� � �^�- 'T���p_
�A�'1 rSoil Borings
'����-tu L�-y-f'« ��'-09.� �BencF: Mork O�D�D 't� �-.1 . l-1'�--1 S� - G�O •
- �t�-� g� a•S •
Note� This system is to be construcied to meet
the M�nnesoia Pollution Con�ro� Agency C-P TESTn/NC'i /NC
Chapter 7080 & Local Ordinance Dey9,�d BY� �� 07' L6�
15ote : Check all underground utilities Do�e L/.Llo/Y� '�-I-6i2-497-3566
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SET- BACKS
HOUSE System must be�
Tank�� from property fines X �F-L'<«� �}�S�` w�o-��-�r ,
?S trom wells
a� from b70gs. �.ti,,,aas4.�s
•i.�. Treatment oreo =�from bkes� �S� � Np�:p�,,,,r���y� Switd�es must be locoted in a
� TreotmeN oreo ��from ProPe�ty�u�es �t� � �e o�Aside the p�nping chomber a�d ma�ole
.MA�N�loc.65 a+.:n •�." ��ftom we415
sacCF�« �•f�om tees� � SOIL BOR1�G ELEVATIONS
� � I� �
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aomin. . TH.'I EL.-9.?�.8 1��`y ��'���
— " o ,TN�2��.32�.� .
Tonk � i � � - � � g��/�TH'3 EL:9�.�•9
. I Tonk ::� PRESSURE DISTRIBlJTION MOUND SYSTEM
Drop to Tonk TH~4�L-�a:�
Min..l"io e �Pumpin9 TH`5 El.:-��
Max.l�to4� '� �f�P '�i��1�S �N�Av�-oc�J Chomber EI.NAT10V ol PRO?OSEO PUMPWG
CHA1�f 8ER-`1�v� ,vv w��'��•S n
4•�10 6�dia.piQe � Y�Fo�os�v -fe� q�'r �Lot,1�-'►7sd_�
p��os� LouK�.s�'F�.ov'F-970.O
SYSTEM DESIGN -MOUNU
TypE-�.,�.eEof�oo�n , ave'r«�e percdation rate�min.�'ncn (cfesign.a3sq.ft trecm�ent orea perga�.or doay sewoge flow) .
�0�0 �,/�y x.83sq.ftlgd. `� �sq.ff.of h�eaimerd orea �10%=�2 sq.f1. (=wn�dtn=�.fi.length of bed area+side sbpe�un.�to I x�height=�ftx3�_fk bwn�aca needed)
.� � ..
qecn rodc nceded- S�1sq•f�treotment area x •�f� depth of rodc=�_a.ft=27=3Lcu.yds(3/4 fo 21/� da.,'r�dudes 2 of rvck cbove p'�e) �
at bam badc fd1.3�_a.yds�oppcux., topsoil fi��W.Yd• Av� sA�o o� • a,a
�_cZA4.�'�gi (�n sand fill below rodc needed_�Q.a.Y�• oPProX• , s��dY ���Co Aoo..�oSo �Co..-�oe so��..EoF �ft«-�]���:�P�� c''�D�;- .
� w as�o . — . .,.
Number of tanks re4�r'od a` � Ist tanlclQ4�go1. ,2ndia�lc%Q.Q.go�.minirtuns Pu�s 4�.1r►P�Nt�. L p1m�E•R- 'R���S�t�.
p�p�iq c,hom� oopoaty- 25% of daly sewoge fbw of 1sP12 go1:=�.4Zgal+re.5ave sior'c9e of 15 Oyz��/B�.le�4_gd.+p'�e bodc dro�noge— PROPERTY 0�=• � '
of.��gal.i�oo�,.nof3rdq.suPdY P�Pe, I'm.ftneeded�o, �_gol.�marifo�J�.gdJ100Gnftof.3�d'a.p'ipe��flneeded_1_.,--�-9v�• o
� fotol Copxity needed 11�.�-90�.�P�oreo for pump) e�g�ir�►•r►. /o 0 o ga 1.cap.
Distribution ppe �l3.�dw. �l�tir�ft� �_��dro. perfarotans�S�.Mopart _
� ►1 * b�e co cit o�.4 s/ �G S—P TEST�NG /N .
� Pumps¢e_�hp. (P�Pa Pa Y�-9 � �Y� �� o )�J � H�Ao P�E�s �SL��dA'�'� 4t� aa►11 t,n7 .n= .
. Nole� When oo�lruc�ing bed - � this oreo shout0 be shoped Note� Oistonce irom treohr�a�t oreo b ne�qhbo��q wells— � peSiqned 9y� _
, .d�n.�� 'C�'� )DO� �
- to �vert run-oit from entering treotment oreo. ; Oo�e�1/1!�✓2£�, PH- 6�2"4.9T'3566
�
� `� '' MOUND DESIGN tiVORKSHEET
• � (For Flows up to 1200 gpd)
A. FLUW E�thueee s.w.te F1o.+in cal�«u pa�,r ctA�
Estimated a v o gpd N�(� 'lyps� 7yps 11 lype IU 7ype n+
or measured — x 1.5 a — gpd. 8.�++
z �oo �s �eo b.
� �so aoo zia •�
B. S�TIC TANK LIQUID VOLUMES ' s � ;� � '�
a—�0 D C7 g�021S 6 90o S2S »2 "'
7 1QS0 600 370 rr„
e 1200 67S �Ot
C. SOIIS(refer to site evaluation) �� ,� N� ,,�,�,,,, �„�
1. Depth to restrict3ng layer� i� -�o�ti.inches eid„� ;�,
2 Depth of peraolation tests= .=inches `� `'"`°
3. Peroolation rate �.� .s' mpi �a.�'� i.o i'.'s o
4. Land slope �-1 °10 ��i '�,030000 �
e�.s s«e�.c.s c�is�
D. ROCK LA,YER DIlvlIIVSIONS
1. Multiply flow rate by 0.83 to obtain required azea of rock
layer:A x 0.83 a ��
"oo • gpdx 0.83 sq.ft./gpd= 49 t� sq. ft.+Jo�oSy�
2 Select width of rock layer(10 feet or less) _ �o ft.
3. L,ength of rock la.yer=area+width= Rcck Bed
�sq. it.+ �n ft. = s� ft. , , ,,.,
�t f
; �;�� dth S]0 ft.
.ti
,� .
�� .i7 ♦ ?r?f`
E. ROCK VOLUME ~— �"�' —�'
1. Multiply rock area by rock depth to get cubic feet of rock;
,S�,Z Sq.ft.X 1.-0�ft. _ �� Cu. ft.
2. Divide cu.ft.by 27 cu.ft:/cu. yd. to get cubic yards;
�cv,f� +27=�_cu. yd.
3. Multiply.cubic yards by 1.4 to get weight of rock in tons;
�cu.yd.x 1.4 ton/cu. yd. _,�tons.
F. ADSORPTlON WID1'H �u�s L o►�--w► ne. en Wldd�Sl�+ L!k
1. Percolation rate in top 12 inches of soil is.,,��mpi r�a.u�,wM ,:°�, ;,;►�
M�+�r,�, Soi1 Texture ,.�,T,,. .,«,�
2. Select allowable soil loacling rate from table; Fasc�c��,o.i oan�s�nd 1.20 l.00
d/ft� 0.1 to5 Sand ��0 1.00
•4� $P 0.1 to 5 Flne Sand" 0•� 2•�
6 to 15 ndy Loam 0.79 ]S2
y 16 to 30 Loam 0.60 2.00
3. Calculate adsorption width ratio by dividing rock layer 31 to as suc t,o�m oso 2,ao
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 6'��i� �'���' oz4 s:oo
1.20 gpd/ft�+ •u�gpd/ft�_ �.l.;L. stower chsa 120 C1a - -
"ldllrvM6!0�at man d An�ar vey Rix iand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�•L� x_L_ft=�_ft
1 �� �
G. DOWNSLOPE I��WIDTH '
1. If landslope is�6 �atore,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
2L,7 ft- 1 d ft= '' feet
2. Calculate Minimum�mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
" layer: Separation�• �.o feet
b. Multiply rock layer width by landslope �<re�c re�.r
to determine drop in elevation; .. . : Yeoc Ro ea
$jOpCDif�CJ'B11C8 s�oenfite� . Y��t' :
1�X�%+100= .� feet ` s�ev orrr.�.r��� t
uv:ioo.wiatn
c. Add d th of clean sand for se aration (2a) -�-re•� `
eP ., . , P Roek eea wiacn
at upslope edge,depth of roCk layer(1 foot) to depth Of 1Q_teet DownsloDe W1at�
cover(1 foot) to find the mound height at the upslope edge �r°°`
of rocic layer;
�.o ft+ lft+ lft= 4.a feet
d. Enter�table with landslope and upslope dike ratio.
Select dike multiplier of 3.4 S
e. Multiply dike multiplier by upslope mound height
to find upslope dike width:3.y.� x�Q__��feet
f. Add depth of clean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer:(2c) to find the downslope height;
..
."`.�l,o fE+ ,y ft= �.�J feet
g. Enter table with landslop�and downslope dike ratia
Select dike nlultiplier of y ,� L
h. Mul�iply dike multiplier by downslope mouncl height
to get downslope dike width:; 4.�� x 4.u =�a L,f,eet
i. Compaze the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; �3
._ . .a � .:........
, _ eet ���<>����< <:,::w��.v .:a�::;���:�>��� �., �::.»:.
:�; '3.3. �.«zx�49£�'••> ;.;;•:: �<;,�•: r,A:',iEi.;:::;:
" UOi100�M10t11 #��':''••. s fi,`:#,�•ri£.C;.
`.<c;y::> :9,%:'. fr�'x.':$h;i•.':::
j. Total mound width�is the sum of �s�t �•�t Y�°����
i y�.. '•Yr4�.'•:
.�Xj , .,{�S�.S?;.
upslope dike(G.2e)widtti lus rock ''� ` A':'fi:�
P �:� -�opk ��wwin ..•.F:{�,,�;
,,.v.,...,::::::.::
layer width (D.2)plus ` ...�:.".�.:.V:", r••`
o uosioo.w�atn osioo.wia�n
_
t��t ................. ....,:.....: ::.::.-:: :..:::_:::;.......:.::.:
re�t
downslope dike width(G.2i); 3 :>:°�� ,.� `�.�:. � � : ��'�� �<<;%�<�r::�
e ;�,;� ;,.:x... .,�, x. .•r �.•:�•:.::.,:,,,{>•'
ss}: � •,,,>,;;:,<••, . �:::•,":: f
/ o :�f,:�'>S,�fi.:<• ::M1.r�o-. ••,:::£:� :?:;:;:•:{;r:;x;;�:'�}`:5::<;:`^":::>.,5:{
+ + a ft= feet � .:;:�" �..,�<.. ��';: �..w . ..�.:.... ..r,�<.>:>::>.;.
/�. � .•' • .'o:F:.:•:•,>:,:;.:...;.:::z::::•.
14 ft ft �• :><,:��`:� <::�: �� �� .,.>...�:.�>,.�:�,�>k»:�.:.�.�>�::.>::;<::,<:<...,�;..,>�.;::.>:.;<::;:�;,
Ns `�::?�:'y:;; ;: "`3'''�. •"'•Downslo0�W10t�. �>�?'%;..3::;r;,;�':.#•',.::?:'>;^��,':
k. Total mound len is the sum of :� �„#� � ��:�. � R� 'r��'.{n'
,. ��' °�3��f��t .::,s,:::;.., : . . k yl.S'••
�iu �y`�::�4tid..`.';:
,::>:...�"�^.:. y::<:•.,•
u slo dike width(G.2e) lus rock la er �r �� � ����;:�� :>�`��'� >� ..;:��:::::>
P Pe :�.>. '. . ..:.>k:,�:�.
P Y . $,;. ��'.����' �:::::<:>;�,�
length(D.3)plus upslope dike width (G.2e); ��°`„ .�: �.�.:Y:�:;:;:«<:>v{{,:��r�,�::.<,:::r.$
"�` �.��,:,.,�;.:: :>.>,.;..:.. ...<>;:.
:�%• . '�:'.,4'�>• ;�:?;S'iR#a�'e;b• a..v<y:::;;:::::>:;
S ;o# '`::' .::•.;•::y;:,`r.,+.o,l.,',+.::;'•:::........
�_ft+�ft+��ft= �£�feet ��:��'.>;;�:���: � ...�..�<rx.:.,:. v >:x::€��`��::::.:<:.::<:::<:::;: f.x:.;;::..::
<K � � .
'�f;:•.... ,,.r.0::::ii::: . ..'w;:i'r,}S,;i:;{::•,i:ti.�:?.......... .:v.;'ry;i?.�{ii:.:;i.
�1 5S -�- �1 . �7.. _ -
TOt01 l�nptll
ope ps ope
�:t �i s:i ei �:i 3:� 4:i s:i �� �a aa
s
0� 3A 4A SA. _ 60 7.0 3.0 4.0 5.0 GO RO 8A
1 3A9 4.17 S.Z6 63b 753 291 3.bS 4.76 5.66 65� 7A1
2 3.19 435 556 682 &14 LS! 3.70 �.51 536 i14 6.90
� 390 4S1 S.!! 7.32 b!6 275 �3S SA6 5.79 6.tS
i 311 (7t'� .¢�__,_7.D9 9 Z68 __� l.17 �.l1 SA6 6A6
5 353 5.00 667 �5"l-�-- 10.77 L61 3.33 400 L62 5.19 S71
6 3.66 S�6 7.1{ 93t 1207 7S1 7.23 3.85 �A1 �.l3 5,11
7 3J0 5S6 7.69 103� 13.73 2�8 3.12 3.70 421 �.70 513
8 3.96 S�6 833 1151 1591 242 3.Gi 337 � �A9 �lB
9 �11 6�5 9Ai 13.01 1l.92 236 29i 3.15 3.90 L30 4�6
10 �Zi 6:67 IOA 15.00 2333 731 ].!6 333 7.75 L12 �.{{
Il 4.Y 714 11.1,1 17.65 30A3 21b 27d 3.2! 3.61 3.95 �
12 469 7.N 1250 21A3 �3.75 231 270 3.12 3.�9 3.lD 4A6
. �� .
F-17
P3]MP SELECTION PROCEDURE
Elq PERFORATWN OF A PERFORATED L4TERAL
' Determine pua�p capacity: o.�.�...
ravity Distribution T....,, i �
� 1 Minimum suoo�a�ted is 600 pallons�pr hour(10oTfm)to sta{�ahead of � �•��•-�---
OD�� O C� Or .J '.•G.:.,...... d G«Nnw�Faak(or rar•
Wflt�f 11SE rdb2. ." �+aM f�M Ler.r� �;'�iw�.��a.w wwN
2 I' M a x imum sug,g�es t e d for de livery t o a dr op b o x o f a h o m e sys t e m i s 2,7 0 0 . ►-*ry��������^���h
��w�.., a.
' gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �; � u�.„, ,r�e�,.
:::;;.:....
d e«.ur«
... . . .... . hrhreMN LantN e�
�essure Diatibution �: �,�,,.�.,.,,� ••��«►.�.�.�
3 �a. Select number of perforabed lateeals 3
b. Select perforation spacing= �_feet �.�,.'�"�.,'�""°
r. Subtract 2 h.from t}�rock layer length.
�-2 f�__,�fee�
{i. Detennine the number of spaces between perforations.
� I,ength p�f.spa�g=,�_ft.+�_ft.=J2 spaces Requi�ed peeioraeon Discha�e
�• -1a-spaces+1=._1_�.Perfontions/lateral +n gallons Per aunute(&Pmf
f. Multiply perforations per lateral by�umber of laterals to �!y�� '�e � ,�p,,,, ��d�
�total number of perforations. ,�„�,� x ��-;�ei,=�perforations. �� 2 '
X��_-���,.
1.Oa 0.56 0.74
s�cr�°rv�c�Acm U�o gp� 2.Ob 0.80 1.04
B. etermine head reqnirtments: a.Use for single family homes
1. Devation difference�between pump and point of discharge. b.Use for all other applications
�„�_feet
2. ! If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity s tem,zero.
S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �P��B�
Read hiction loss in feet per 100 feet from table: Poinc of D;scharBe
� RL= . ` f�/100 ft of pipe ��
b. Determine to�al pipe length from pump to discharge ���u;a,p;ff�,�
I, point Add 25 peraent to pipe length for fitdng p�p �w�
loss,or use a fitting loss chart. Equivalent pipe
length-1.?S times pipe length=
J x 1.25= f" � feet F-18b
c. Calculate total friction loss mu1H 1 n 1.5 inch 2.0 inch 3.0 inch
bY P Y� 8 gpR, �w�a.��aoa a a�a�
friction loss in R/100 ft by equivalent pipe length.
�' Total friction loss= � x L.a +100= feet 10 0.69 0.20
� �y -�-- i2 0.� o.2s
�4. Total h�d required is the sum of elevarion difference, la 1.28 0.38
Special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 247 0.73 0.11
� � +�_+�_ 2S 3.73 1.11 0.16
� (1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HFAD � feet � 45 1a.73 3.28 0.48
50 3.99 0.58
SS 4.76 0.70
�. I ump selection bo s.bo o.s2
1. A pump must be selected to deliver at least
�'
gpm (Step A)with at least �- feet of total head(Step B).
�I
L-13
,
,�CE�2TIFICATIC�N 00627 Logs of Soil Borings � •
Location or �,Pr ject t�i�dman PropertY, r.�t �, alk:2 . .F�._Bend. Orono
Borings madei b �-P TestinQ, Inc. Steve Schirmers Date 6-28-89
Classifiction ystem: AASHU ; USDA-SCS X ; Unified ; Other '
Auger used (ich 'ck two)': Hand X , or Power , Flight , or Bucket X
Depth, Borin number � 1 � Depth, Boring number 2
in � in
feet Sur�a e elevation 971. 8 feet Surface elevation 970• 9
� �
�� � T p il dark brown loam � Topsoi ar rown oam
' 0 - 8" 0 - g��
Brown loam
.1 � ^ �own loam 1 -1/2 ' -MOTTLING
j ; 8�� _ 1� 8��
. 2 :.- I 8" �- 2 ' -MOTTLING 2 - Rusty olive brown
O i � br,own clay loam ,
' 2 � - 2-1�2 � clay loam
: 3 _ u y olive gray loam 3 _ . � �� � ��
2-1/2 ' - 3' 4" 1 8 - 3 2
�tu y c�ray silty
, l.oam
4 � 3 ' 4�' - 4 ' 2" 4 Rusty gray loam
�sty olive brown
5 - loan . 5 -
�
6 - -,� �� 4 � 2�� _ 6� . 6 _ 3 � 2�� _ 6 �
7 - ' � 7 -
8 �- • 8 -
End of borinq � 6 ' feet. End of boring at 6 � feet.
Standing wat�r �able: Standing water table:
present at �' 2 feet of• depth, present at 1 ' 10" feet of depth,
18 ho�}r after boring. 18 hours after boring.
Not present i�n ole . Not present in hole
Mottled soil •i , Mottled soil :
Observed at •� 2'� � '��� ' Observed at 1-1�2 � feet of depth.
�, �:�et•. of depth. �
Not present ��,r�.i ole � . ,Not present in hole .
Comments : �• � � � �Comments :
L-13
, ,CERTIFICATION # C527 . Logs of Soil Borings ` •
Location or Proj�ct � Wildman Pro ert Lot 7, Bik. 2, Fox Bend, Orono
; . .�._.._. _ _�.
Borings made by - � Testin Inc. Steve Schirmers Date 6-28-89
Classifictior� Sys�te ': AASHU ; USDA-SCS X ; Unified ; Other
� .
Auger used (check, t , ) : Hand X , or Power , Flight , or Bucket X
, ,
Depth, Boring n m �er 3 Depth, Boring number 4
in � � in
feet Surface 1 �ration 972.9 feet Surface elevation 971•.0
i , �
.�0�. - 0 -
Topsoill.d rk brown loam Topsoil dark brown
0 - 1 '-MOTTLING loam
� 1- T Gray br w . loam 1 1' 2"-MOTTLING
1' '-1/2 ' 0 - 1 � 8��
Rusty gr ,'y rown clay loam Dark gray brown clay loam
' 2 .. 1-1�'2 , - 2 ' 2" 2 - 1� 8�� _ 2 � 2��
� Rusty gray brown clay loam
' 3 - Rust�r ive brown 3 -
2� 2" _ 3 �
�1 m
�
� � Ruaty gray loam
� ; ;
4 - � 4 -
2 ' 2'�.I - �4 ' 10" 3 , _ � �
S Rusty�� g �,ay loam 5 Rusty olive brown
' loam
4 ' 10�' 6 ' � 5 ' - 6 '
6 - � 6 -
7 - � 'i 7 - _
�
I �
;
8 - 8 -
End of boring at 6 ' ' feet. End of boring at 6 ' feet.
Standing water table�: Standing water table:
present at 4' 2" fe�et ,iof. depth, present at 2 ' 10" feet of depth,
18 hours �afte�r �Oring. 1$ hours after boring.
Not present in hole � � Not present in hole
Mottled soil : ' li Mottled soil :
Observed at L', I '; •� Observed at 1+ 2" feet of depth.
--�.-=�e�e�� f depth.�
Not present i�,,.hole ' . Not present in hole .
Comments : , • Comments :
. { .. .
i �i
L-13
,
;wE�TIFIQA �ON # 00627 Loqs of Soil Borinqs ' •
LQcatio� � Project Wildman Property, . Lot 7, blk.2 , Fox Be:�d, Orono
Borings �m �e by �-P Testinq, Inc. Steve Schirmers Date 6-28-89
Classif�c on System: AASHU ; USDA-SCS X ; Unified ; Other
Auger u�e � (check two) : Hand X , or Power , Flight , or Bucket X
Depth, ring number_ 5 Depth, Boring number 6
in � . in
feet I�� S rface elevation 971• 3 feet Surface elevation 97�• 2
_'_0�: - 0 -
�opsoil 'dark brown loam Topsoil dark brown loam
II 1' '� MOTTLIN�G
, 1 T r 0 _ ,1� 2„ 1 - 0 - 1 ' -MOTTLING
I� Dark gr�ay clay loam Rusty olive brown
I I 1' 2"� - 1 ' 8 ' loam '
. 2 :- i usty gray clay loam 2 - 1� _ 2 � 2"
j l� g�� _ 2 � 4�� .
3 - � � 3 _ . Rusty olive gray
'i Rusty gray loam loam
�
, _ ; _ 2 , 2„ _ 4! .
4 4
tf
� 2 ' 4" - 4 ' 8" Rusty. gray loam
5 _ IRu ty 4 ' 8" - 5 ' gra�oa��ndy 5 -
' HIT ROCK : 4 ' - 5-1/2 '
� � Rusty gray fine sandy silty
6 - F , '. 6 - 5-1/2 ' - 6 ' loam
7 - ' 7 -
8 T � I� 8 -
i
� .
' i
',
End of bolri g at 6 � fe�t. End of boring at 6 � feet.
Standing wa er table: Standing water table:
present a�t 3 ' 3" feet of depth, present at 3 ' 4" feet of depth,
18 �, h urs �after boring. � 18 hours after boring.
I
Not prese�t in hole . . . Not present in hole
, I ', .
Mottled s�i : ' � Mottled soil :
Observed �t ' �_eet�. of depth. Observed at 1' feet of depth.
Not prese�t 'n hole � . Not present in hole .
, ,:,�;;
Comments : , ! `' �, Comments :
. . F •
�.
II I .
_ ___ I i
� � � t , '
�CERT:�,00627' , �
. ', PERCOLATION TEST DATA SHEET ,�
I � � �
�
Percolationtdst �dingsmadeby S—R Testina. InC. �n 6-29-89 ���gar 11:31 p.m. ;
' ' 7,B1k.2,EQ�c =Ber�d,Orono r�`' .
Test hole IocaRio 'Lo t . ,Hole number 1 ,Date hole was prepare� 6—2 8—8 9 .
� Depth of hole�ott � 18 � ,'nches�Diameter of hole 6 �nches
Soil data from kest I�ole: •
Dept�,i �hes : Soil texture
q ' 8" ' Topsoil dark brown loam
8'�" 18" : Brown loam
—T :
Method of scratc�in �idewal� , Knif e '
� 2
• Depth of gravel iia bo qom of hole �nches
� 6-28-89 S:OOpm 12
Date and hour of�niti I water filling� ,Depth of initial water filling �nches above hole bottom ----
Method used to m�int jn at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon �
�
• 6 �' —
,Maximum water depth above hole bottom during tes� �nches.
Time Percolation '
Time �terval, Measurement� Drop in water rate, Remarks
inutes � inches level,inches minutes per
i � inch
11: 10 �� p fi11 ' 6
11: 31 � 1 '•01 ' " 2-11/16 11. 2 30 min
12: 14 '�� 1 44 " 2-9/16 11. 7 " "
12 :45 �'�1: 5 " n ° ° °
.
� - ...
�
�
. �'I : �� -
�
''�1 5 .
Percolation rate � 'nutes per inch.
i
, , , •
. CERT..#0 �27 � '
. � PERCOLATION TEST DATA SHEET ��
� ��
. �� �
Percolation tes�re ings made by S— TP s i n q,, T nc. or, 6—2 9-8 9 starting ar 11: 3 2 p,m. ;
. , fdarel
Test hole locati� �t � �B 1 k. 2,F ox -Bend, O���umber 2 ,Date hole was prepare� 6—2 8—8 9 ,
, .
Depth of hole bokto '' 18 � 'nches,Diameter of holc 6 �nches
� .
Soil data from tes�ho : �.
Depth,i#ch � Soi!texwre
� .
0 — 8�" ', • Topsoil dark brown loam
,
8" — ]�8" � Brown loam
i �
Method of scratching si�ew I �Knif e
r
2
• Depth of gravel in bottori¢of �e �nches
6-28-89 S :OOpm 12
Date and ho,ur of initial w�ter lin,g ,Depth of initial water fillinn. �nches above hole bottom ----
' Automatic siphon .
Method used to maintain aq lea d 12 inches of water depth in hole for at least 4 honrs ,
. 6 �+ �..
,Maximum water depth above hole bottom during tes� inches,
Tim� � Percolation '
Time interva�, Measurement, Drop in water rate, Rcmazks
minute$ , inches level,inches minutes per
� inch
11:10 prefil'1 6
11:32 12:02 ��� ' " 1-7/16 20.9 30 min
12:13 12:43 '', " 1-5/16 22.9 " "
12 :46 1:16 ' ' ' " " " " "
; ,
i
�,
I
f
' � -�
Percolation rate = ?2•2 n+�nutes ppr i h.�
.. . � �, � ` ,
, . ''1 1
' r , ,I� . •
.C�ER .#00627 �,
� �PERCOLATION TEST DATA SHEET r
, �
� ' a:m. �
Pe ola' ntcstreadingsmadeby �—P Testin�. Inc. n� 6-29-89 S�ngar 11:33
� I�w., '
Tes�'hol locatio►+ Lo t 7.S c�k.2,Fo x Bend, Q�9e number 3 ,Date hola was prepare� 6—2 8—8 9 •
Dep�h o �ol�bottoR+ 18 , �nches,Diameter of hole 6 �nches
Soil kiat �'rom test hole: •
' i Depth,inches : Soil texture
I 0 — 12" . Topsoil dark brown loam
! 12" — 18" , Gray brown loam
� ' .
�
Methlod �'scratchingsidewalt; Knife
2
� Dept�of �ravel in bottom of hole ; �nches
.
Date��nd our of initial water filliqg6—2 8—8 9 5�p��initial water filling 12 �nches above hole bottom ----
Meth{�d d to maintain at least 12 inches of water depth in hole for at least 4 ho►lrs AutOmatiC s iphon �
� ,Maximum water depth above hole bottom during tes� 6 inches � ~
Time � Percolation '
Ti interval, l�ileasurement, Drop in water rate, Rcmarks
minutes � inches level,inches minutes per
' inch
11: 0 � prefiYl 6
il: 3 ' 12:03 � " 1-1/8 26.7 30 min
12: 2 ' 12:42 ' " " " " "
12 : 47 1:17 " " " " "
. .
r
. • � -
ercol do te = 2 6•� R+�nutes x inch. .
� � � . � .
I
� � � � � ,
CE�tT, #00627 ,
I .
PERCOLATION TEST DATA SHEET �-
. �
Percol�tio st readings made by S—P � Te s t i ng, I nc. �� 6—2 9—8 9 ��ng a� 11:3 4 p:m; �,
Lot7,B1k. 2,Fox Bend, Orono 4 ��'"' 6-28-89 '
Test h le 1 atio� ,Hole number , ,Date hole was prepared. •
Depth f h bottom 18 �nches,Diameter of hole`, 6 �nches
Soil da a f test hole: ,
pth,inches ; Soil texture
— 18" • Topsoil dark brown loam
�_ .
Methodl�of atchingsidewal� ' Knife
, 2
• Depth o�'gr el in bottom of holP inches
' 6-2•8-89 5 :00 m 12
Date an�ho, of initial water fillin,g ,Depth o�nitial water fillin,� inches above hole bottom ---'
Automatic siphon ` .
Methodµse o maintain at least 12 inches of water depth in hole for at least 4 hours
6 �
� �
,Maximum water depth above hole bottom during tes� inches,
Time � Percolation '
Tit�e interval, Measurement. Drop in water rate, Remazks
I minutes • inches level,inches minutes per
' inch
11•10 refill � 6
11 : 34 12:04 " 1-11 16 17. 8 30 min
2 : 2:41 " " " " "
:4 8 1: 1 �� �� �� �� ��
�
� ,..
..;_...._
: j
. ,
� '�j -_
1�7':$� . .
Percolatio ra = �+�nutes per inch.
.
� , ,: ,
. � ` I .
t
CERT.�O 627
.--
. � � PERCOLATION TEST DATA SHEET ;
I ' a.m. ~
Percolatio� te adingsmadeby � S—P Testina. Inc. �� 6-2�9M-89 ���ngar 11:35�;
� � �
° � Lot ?,Blk.2-,Fox..BendR 0 0 5 6-28-89
Test hole 1 a p� ,��e number ,Date hole was propare� •
Depth of tjole tto►� 18 � �nches�Diameter of hole 6 �nches
Soil data�ro est hole: '
�De ,inches • Soil texture
� 0 — 14" • Topsoil dark brown loam
� 1 " — 18" � Dark gray clay loam
,
�
, .
Method of �ratching sidewal� Knif e ,
' �� 2� .
• Depth�f g vel in bottom of hole �nches
� � 6-2g-89 � �O�m. . 12
Date apd ur of initial water filling , p mitial water filling,__inches above hole bottom --
� .
Methqd u d to maintain at least 12 inches of water depth in hole for at least 4 hourc Automatic s iphon �
�
,Maximum water depth above hole bottom during tes� 6 inches Y ^
�
Time , Percolation �
;Ti � interval,
Measurement, Drop in water rate, Remazks
minutes� inches level,inches minutes per
inch
i1�1 prefill ' 6
11; 3 12:05 � " 3-9/16 8.4 30 min
12k1 12:40 " 3-3/8 8.9 " "
121: 4 1: 19 " 3-1/4 9.2 " "
I
l.
i�..:�. . . � '
I . .
I e lation rate = .,:81�•8 �+�nutes inch.
� . P�
� .. , �
i
i I .
i •
♦ i � 'j ' � '
CERT.#i00 27
� ,_--
. , PERCOLATION TEST DATA SHEET
ti:
, ' S—P Testing, Inc. 6-29-89 11: 36 a.m. '
Percolation est adings made by � on �tarting a� p.m. ,
' Lot 7,B1k. 2 ,Fox Bend, Orono 6`�'�`' 6-2F-89
Test hole 1 ati ,�iole number ,Date hole was prepare� •
Depth of ho�e tom 18 , �nches,Diameter of hole 6 �nches
Soil data fr�m t hole: ; .
L�ept inches ' Suil texture
I — 12" ; Topsoil dark brown loam
i
2" — 18" , Rusty olive brown loam .
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Method o$sc ching sidewall Kni e ;
� Depth of�rav in bottom of hole 2 �nches
' 6-28'-89 5 : OOpm , . 12
Date and hou f initial water fillin,g ; ,Depth of initial water fillin,g �nches above hole bottom -
Method wsed maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon �
� , 6 �
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,Maximum water depth above hole bottom during test inches
Time Percolation '
Ti l e interval Measurement Dro in water rate, Rcmarks
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minutes inches level,inches minutes per
� inch
11: 10! pref i 11 � 6
11 : 36, 12 :06 � " 1/2 60.0 30 min
12 : 0 12: 37 " " " " "
12: 3�' 1: 08 " " " " "
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io rate = inutes r inch.
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White C�yllnspector's File Canary Copy/Site Notit:e
DATE TIM
CITY OF ORONO CALLED IN � -' ���
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PERMIT N0. COMPIETED
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� 01 FOOTING 11 MEC CAL RI 18 EXCAV/GRADING/FILLING
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J 07 DEMO-FINAL . 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours i adv nce.473-7357
OwnerlContractor e:
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White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE qC�� SCHEDULED s�_�� �
PERMIT NO. COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
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� 07 DEMO-FINAL 22 FOLLOW-UP
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❑ iNSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.�73-73�J7
OwnerlContractor
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN ��?/.zz/�•Y
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� 07 DEMO-SITE 27 SEPTIC MAINT. = 21 COMPLAINT
� 07 DEMO-FINAL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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OwnerlContract
Inspector.
White Copyllnspector's File Canary CopylSite Notice