HomeMy WebLinkAbout1994-006372 - septic system PERMIT
� •CITY OF ORONO PERMIT TYPE: ..
2 7 5 0 K e l l e y P a r k w a y • P.O. B o x 8 1 5 Permi t Num ber: ��'`��_�'-��� `��'���t
Orono, Minnesota 55356-0815 `_'!_'�'`_'�.''
(612) 473-7357 Date Issued: ��;_;�•_;,::,/����,
SITE ADDRESS:
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CONTRACTOR. — F��i'`; `—�—�i f(�•' � OWNER:
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APPLICANT/PERMITEE SIGNATURE ISSUED 8Y:SIGNATURE �CL,
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CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SI'I`E ADDRESS: ���� � C,/l� �a
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System, $100.00 jOC
Repair Eausting System, $ 50.00
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: �iivc �c� c���rnrF PhoneNumber: lf y� �i�a�8
�
Mailing Address: f�3�� �' �j � City: �`�y� 7ip:
Contractor's Name: �-c���S��c�� PhoneNumber: ��'� /���
Mailing Address:�g%�v�S City:�(-�r 1`y`U TlP: �3'.33� �"
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
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. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
�� �.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
� 2. I will be installin e following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) 0 � gal. 2) GOcJ gal. 3) ,� p p gal.
B. Pump Station (if required)
Pump make & model J1�f e va y�5 /��1= .5�7 (attach pump curve &
literature); system design requires �3 gpm at ,�3.3 feet of head.
High water alarm make & model �}�L' Outside
electrical work to be completed by installer electrician 1/1
other � . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions �'x�'
Drop Boxes Sand bed d'unensions �'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 undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct• �
i
SignatureofApplicant: � ...� Date: �1 �`
-�
MPCA Certification No.: ���r,�. �-
Staff Review: Approval � Denial
%' �'' �a�-9�
Reviewer: Date:
Reason for Denial: ,
4 � . '
�.-,� � � CITY OF ORONO
� SEPTIC SYST�M APPROVAL
Q ,�\
-�F;�:��. �I'T'X of OR.���
M��i�►o�r��
� � ,� �� .:.,.. � .
� (;5 �jry��. G� Poet O(ike Box 66
� � Crystal IIay,Min►xsota 5532�0066
�.qk.����.��
S
� LOCATION: 1550 Sixth Ave. N.
OWNER: Jim Lawrence
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:_
SITE EV�J.UATOR: S-P Testing RLPORT DA'I'E: July 13, 1994
Tlte City of Orono has Approved your on-site system design as oE July 14, 1994
(approved-disapproved) (date)
with thc fotlowing commcnts:
THIS IS NOT A PLRMIT. This is a design approval form which must accompany the site plan. A pertnit must
Ue issued to a licensed sep[ic contractor prior to instaltation. A list of currently licensed septic con[ractors is
enclosed.
NOTICE TO INSTALLERS: �1ny cllanges to tl�e approved plans and specs must have prior appro��al of the
Inspector (473-7357). Call for inspections 24 liours in advance.
ALL DRAINFIELD AREAS MUST IIE FENCED OFP prior to b�ilding site excavation and fencing must zemain
in place un[il final sice grading. Approval to pour footings will not be granted uncil the I►ispections Department
has verified that primary and alternate sices are adequately protec[ed.
NO VEHICULAR TIZf1FFIC OF ANY KIND (cars, trucks, earth moving equipment, ete.) is allowed within 20'
of tested drainfteld sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long lerm use of the property.
A site copy will be available at the City OfCices for tlie septic con[ractor.
CITY OF ORONO
Dy
Stephen We nan, On-site Systems Manager �
TLLLI'1lUNC-473-7357 � FAX-473-0510
. . - ti
�"�'' TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
_._ _ _ -
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July 13 , 1992
Jim Lawrence �
1550 Ca.Rd.#6
� � 4 ��;�.,,.
existing house, lot 1 �U�- -
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Desi.gned for a Type 1, five
bedroom home (4BR home with 1BR guest house) in accordance with
the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances . ( future expansion for the existing house) .
The soils on this site are SCS soils mapped - HbB - Hayden loam.
A seasonally high water table was located at 20" to 26" , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
Mound system will need to be installed. The bottom of the rock
bedmust be located at least 3 ' above the seasonally high water
table.
The soils at a depth of 12" have a percolati.on rate averaging
8 . 1 min/incti. and are adequate for treating septic effluent.
A pumping chamber will need to be installed to lift the effluent to the
treatment area .
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 turned over, just break up the sod, be sure
not to over work.
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure . A warning device must
be installed with a light and sound device, this is in case of a pump
failure . Mercury floats are a good method.
The existing tanks may be used upon approval by the local Inspector.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT'D
. ` • , .
Jim Lawrence �
1550 Co.Rd.#6
. existing house, lot 1
- Orono •
(2) -
Keep all heavy equipment off of the proposed treatment area before and
after construction. The treatment area should be marked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs. . �
With proper installation and maintenance, this system should have no
, problem in treating septic effluent effectively.
Nothing other than gray water, (laundry, showers, etc. ) human
waste & toilet tissue should be disposed of into the septic tanks.
Garbage disposals are not recommended. Additives must not be used, .
they may cause harmful damage to your septic sy,stem. Recommend .
to pump your tank every year if you have 1 tank & every 2 years
if there are 2 tanks.
� �
teven B. Sch rmers ps
SBS/ds
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, \ , �=; � r� 6 Pzrcdot;on Tests Scale: / = �o
1 � � ��'�r� "�, `�_ —�1� � l.b'� a XSoil Bori*�rgs
' 1 �-'�•� � j�.
� �Benct: Mork
, �' 4�,�. �X-�� �, �� ���`�` � � � � �
� � Note� Th�s system is to be constructed to meet
�"`�'�`�- �'''r`�� ��' � � �UY���� ��1�' AN RE�'1�`?� the Mnnewta Po�lu!ion Con!rd A�zncy
� ����1� ~ � ` "'�"`''� Chapter 7080 & Zoca 1 Ord inaec
� a.� � �VSPeifi��C?R — � . A. -
46'a.1:`\ M, IF,
��. \, DATfi�" Pf=RMlT Np.
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F,���:g.� �� ` :X �i'�� ,+s�,,y � APPRO�:'rD AS SUBMITT D Check all underground utilities
' Ex?xi����i� � ,�y�b � ❑ RPPRJVEG Vdl-(H Ci)R, CTiO��IS A,S NOTED -
` ���� � q8�.ti, �` �' � i' ❑ NOT APPROVED — C RRECi & RESUBMIT
; 1 rhese comments are for yaur i ,ormatbn. All work sha41 be donis PR�pERTY OF��� M G���'� -�� _
� �,�,.: � ,
� �y �,� ^• In tul� r�ampdtance wttfi a!1 ceb►e atalFding ,& �nRig aocte � __ �
I ' c`,/ irements indu��n�; ite^�s 3, cif' ���i L���'�� �_
&8y.y �Qe �c�fFy noteci �n th4s,neVt�Mt. -1
� � ��� � 't�EP �TF►dS P�..,'i!'! S_( �TV �;�� fiT ,-,Li_ TiM�'s �X,���� 1-�c�s� LD'S�-
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' . �j�\ ���,� � 1 S-P TESTING /NCr.
� S� �. s �,
. � �EES�^ynEd Sy• �n_ /�'_Ui.. ..
. ' Da'e�.�/�/`�, PH.6:2-497-3566 ,
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'P��l-}� �(�"a.v J.3�s�a��D �-�i' ��
. SET- BACKS • �-- 1 � ( .L �o�� .
HOUSE System must be�
• . Tonk 3�� from property lines > s�-�1 h� ���S��- w�o-��_,
u- .� f rom we��s
�2 from b.dgs. - •
. - �„i . � Treatment oreo =�frorn bkes, ���U�
Treotment oreo �� from property.lines . N�T�`P01N��p�°"d sw�tches must be located in o
� weather proof encbs�xe oukside the pumping chamber ond manhole
MaM�}o�5 �+�n ��-" � ,��, from we!Is
. � II�►crF�c�. �,�from bldgs.
r —� 1�'irom trees SOIL BORING ELEVATIONS
� , r -," '`� ��
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min. . . TH�t E�.-2�.y:s�
. • �"�.s� I i e yrnde=/o TH�2 EL.-�� �
Tonk :; — aba — TH"3E�:. `#��
Tank pRESSURE DISTRIBUTION MOI�ID SYSTEM TH�4 EL-
OroD �o Tonk
. ' Min. I"to 8' TH�5 EL-
Pumping
Mox.i��fo4� � �P . �� H • E�NATION ot PROPOSEO PUINPING
Chamber �
, 4��t0 6��dio.pp'� ``fi�U '����" ''n A`� �t ►-��:v ►�r'c�l CHAMBER-313$3'�� P+�m� g�-�8
� AR�oVa� �3��-1�- ►.oc-AL )➢�s'�r-'Co�--- • L,�ouNn_�C_��S-C� v'���_-9��.? I
SYSTEM DESIGN -MOUND � __ �.u�_��+-�� �'_ ". - 9��.,
TYPE-�, 'r�-BEOFt00M , �arefuge percolation rote�_min./inch (design.83sq.ft treotmeM or�ea perqol.ofdaly sewoge flaw) - -
. �qd./day x.83sq.ft�qal.S�sq.ft.of lreatmeM oreo +10%=�sq.ft. (.= IOfl.width=.faS�.ft.lenglh aF bed area+side sbpe run�b 1 x�heiqht=�b ftx�.ft.lawn•aea�eeded)
� qeon rodc needed- 1e�Esq.ft.heahneM oreo x •L�depthof rodc=_� 4� cu.ft-i-27=_�.cu.yds(3/4��10 21/��d�o.,irx�udes 2��of rock above p'�e) '
��s� Cleon sand fill below rock needed 1��cu.yds. cpprox. sondy loam bock fill3:�_di.yds,opprox.� fopsoil 6��o�WYd• A��-, s�a�o o�c�Q-c�a . /�. .
w�s� Number of tanks � c-�.M��1� -Co Ao�o ?A"'Jo -�Co��oeso„�� ��F�-•�•.��+�¢_�s�_.�.,(a—���..���
required�_, Ist fonkL�gol. ,2ndlonk�qol.rrtinrn�r�s P�.�:. Ptia.�+�P�►�v �. ia.,,w�c-�-
PumPin9 dwmber capocity- 25'/0 of daily s�ewage fbw of�go1.=1�S�gal.+resave siac�qe of 15 Ogn�/Bl� '� � gol.+pipe bodc dro'noge— pRpPERTY OF� ��*� ����L�
of.1'�,q�./IOOlin.ft.of3�d'a.supplY Pipe, I�.ft.needed a!��� L _901.�manifold..lt�qol./IOOI�ftof3"d'a.Pipe,ln.ff.needed2 ��_got• �O Gp. �� tit�
1oMl C�acity �eeded�9_gal.(plus orea for pump) us�r r�,�r�. .�,,�o�a,l.��,p. � . G b .
, Distribution pipe ��h `�o. �.12t�iin.h� �_!3��dia. p e rforations�N a p o r f O'�O1-1�0 M 1,'• 4-1�'!-�
. ' Pump s¢e�e�hp. (�a�e capacity��gol.4cydes/doy) .�,.��-�� 3z ' �F_u�� c�_ E-�7.g��&�c-�,�c. 39 9a� J ►,,,,h. _ � S—P/TEST/ G / C.
Note� When catistn,cl;ng bed - , this oreo should De sMoped Note� Distonce trom treohnent oreo to neighboring welts— � Designed 9y�,l�"�•���' ,
. to divert run-otf from entering treotment oreo. 't-'�"�'� ��� �°O� PH. 6t2-49T-3566
. • Dote�.��13��
. � ,
. .
. . 11�IOUND DBSI�N WORKSHEE'T � •
, ` . ' (For Flows up to 1200 gpd)
A. FLOW • Eana.be s��.�a.n�:�a.�
Estimated �Sp gpd (see pages D-7 or I-3,4,5) �
or measured gpd x 1.5 = — �� '�'p°r �'''°° '�'�'�� '�'p° �
nedrooa,, v
B. SEPTIC TANK LIQUID VOLUMES 3 's° '°° Zig �
4 600 37S 2S6 dw
�-i�.So� �-�o0o gallons(see pages C-3 or GS) 6 �o sas �i ��
7 1060 600 370
C. ���r�el't0 Sl�eV�LlA�011� i 120� 673 IOS w�� .
1. ��l fi0 Z+@Str�Ch21g la'�@T a 10 K-f0_2 b�� �l1C�1e8 �`�c'�`��"�M r�
M d I�IIeYanA LIqrY �d a�eb vM�
2. Depth of percolation tests = 1 a. '� inches �� �r .-�•+�
3. PercolaHon rate �6 . I mpi 2,q';� ;o '�
4. I.and slo� � 9�0 �«� �0110°ou
���--� .
D. ROCK LAYER DIMENSIONS t
1. Multiply flow rate by 0.83 to obtain required area of rock '
layer: Daily Flow x 0.83 = •
�j�gpd x 0.83 sq. ft./gpd = �,aa� sq. ft.�-i o"�� -6�y ` .
2. Select width of rock layer(10 feet or less) = 1 c� ft.
. 3. Length of rock layer �Area+Width =
��U sq. ft.+ � D ft. _� ft. Rock Bed
�r�r�r�f f�f�r�f��'�^"�•�•�f�f�f ,�
�ti ti�ti�l�ti�ti�S�ti�'��'�ti�ti�ti�'r�
r r Hr�r�r f�r�Nt�H/�/�r��'
��;�;�ti�ti�����ti�����S�ti�ti�ti�ti� �II S�OR
. . �t���t�s�t�t�l'�l�t tN�r�1���/
tifi�i�tir���tyrif�r~�'iji�ji}if~r
E. ROCK VOLUME F-- Length
1. Multiply rock area by rock depth to get cubic feet of rock;
��..sq. ft. x �.�� ft. _ �t�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to g�t cubic yards; _
�cu. ft. +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. ADSORPTTON WIDTH LL�}'`l LoY}lv1
1. Percolation rate in top 12 inches.of soil is �.1 mpi Abeaption Wldth Slzln=71,Sk
2. Select allowable soil loading rate from table on page E-; ���"�r► s��,��. aaa.y"v�► ��.w►�
,u,< gpd/ft� �r� wx«ktm.
�
3. Calculate adsorpNon width ratio by dividing rock layer F.�.►+�a� �..�a.�a -
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�a s s�a �.io �.00
o.�b s•• r�ne s.�a•• o.ao s.ao
6 ro 13 Saby Ln�m 0.79 't,37
1.20 gpd/ft2+ . 4 gpd/ft2= ��l�'� . . ii ros si� o:o �'o
Check this vulue on page E-16. �b o "�,.,,�°"" au s.no
4. Multiply adsorption width ratio by rock layer width to get S ,�;.;N^ a.� --- ---
. required adsorpHon width;
. �. x_�ft= a�,� ft "
�
,•• , �
. G. DOWNSLOPE DIKE WtDT'�i
.� l. �If landslope is 2.9 percent or less,basal width includes both the
upslope and downslope dike widths, . „
�� 2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock � �
layer: Separation _l.3 feet �
b. Muldply rock layer width by landslope to deteimine drop _.,�,
in elevation;Slopt Di�Ser�nce ""iOwi ` �``�
-� ------'� t , , t'i�rli:.,:.
. i .. _�� q �� 4
c. Add depth of clean send depth oE clear sand for w.,,. � �
, , .
�«� -.. �_��r;.t�...
. separation at upslope edge(2a)to depth of rock layer to ,�.,, ;
rock depth and the depth of cover to find the total mound -`" a..,,�.,,,,,`� '�"
height at upslope edge of rock layer, � --'"' '`�..
1.3 ft+ 1 ft*1 ft= 3•� flet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike mulhplier of U
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: 3.3 x � �„�,.3,_feet
f. Add the deptli of slo�pe differenae(2b)to the u p slo p e � '
height to get the downslope height --� = feet
g. Enter table on page E-18 with landslope and downslope
• dike ratio. Select dike mulHplier of - �-.-- ,
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: --.---x-- = feet '
" � i. Mininmum mound width is the sum of upslope dike
width plus rock layer width plus downslope dike width; :�.., .;�,s�:�:. �•jtic.�:;c;:s r..:.:•..ft�,=y...
:i sr ir:?'fr., �+rNb:r:tj�StjM.�rr;�r s.�r:rsV rrtri;r,�,r
-t'- U bi(ee N►'i�l�i:.. �)'�r
-_------€t -�--ft�---ft�_f eet R« b�a wid�'�'' :� p� �. 1.�.
ti ti �► h h ti ti N \ ♦ ti �/Y�
j. Subtract the Minimu:n width G.i�mm the AbsorpHon •�r;jc;r��'"• �'';: .�c�c..{�T:,�f:.s:.;:.�..`.;u'•:rc;r`•
:�{�jj I y.Roek Bed Len6th,�� :s+�r�s;
width F.4 to find the Additional ed for : " :
AbsorpHon Downslope requir ;sj :;; ,_ ,. .. . . . ..,{;
::
.�. .�
'J. �MJ'•lf�J.:SJ: •l�f t:!}tit�f�t.�I.�f:�:.�f.�J.til�• ti�{
. ,ti_,} SY��11�yYL��lii�tiS.r.Si� {��y��Zi�•
la' t.� t_ ITilae Widd1 Sj�='+t�'r%trw s�dlQ�dDplDihe1�Vldd1��
--n- --reC't " " "
k. Add the AdditionalTM-�- � �•,�{t:�•�r M Y`�a`�M`�`Y{M��`
W�Yli3�0 u� �S;�ws;.t�. a ..�ti{�.{: �. ala{�. a a �. .. w .. �. �.
�Y_ .i ifsr �tir�+r�r tir�r• "+r{+r u�r�'+i{+r {sr �i v+.r
��•��ti \�h�Y ti ti ti ti ti•N ti����y����
�ry or Absorption 'tir i'r s�ttt�y{tir{w�{f�: �• �:�• �{ti• {ti' { {ti +r
pe dike width and recalulate the Total '`''"'`''�`�"'�`
to the dawnslo �i{Lr''�i'+r`uf+r�'i�{+r{' '+r'y'4� `w"4�`4'W'ti�'4`4�'V'�'t
�{t�'"•�s"�'~�'';s'�':'�';Iv�'+r{+t~{i�".r;}+`r{v��L{+t{~
Mound Width which is is tl�e sum of upslope dike `:s;;��;;�{;�,�;�{ ;;,c��,�;;;�,;,{u�,{���,,�,,�
width plus rock layer wldth plus downslope dike width ' ' ~"
„�_h+�_ft+,,,��_ft =�feet �'-T°v'�'�-- -�
1. Total mound length is the sum of upslape dike width
plus rock layer length.plus upslope dike width;
�,�ft+��ft+ �3 ft= �_feet
�
�n a� �� � �� r.� �:� �� �� �� r.� M
� .
0 1A l0 S.0 l0 7A �.0 �.0 SA �0 7A �A
' 1 1AI �.1! S.2i 6,J! 7S1 2!1 �.� �.76 5.11� i,31 7A1
2 �.t� {.� SSL L!2 �.11 2t1 �.70 IS� 5.�6 i,l� i.l0
- 9 730 �SI S IN 7.32 �.e6 t75 � �.15 S.IM S.TI i.lf
--. 1 7A1 {.7r l2S 7.l9 �.71 16! 3.6 �.17 l.M 5.16 �.0�
S �� S.� W 1.51 1Q77 2.61 3�0 �.00 �.62 S.H 5.71
� a.� s.� �.0 �ae �t.a� :s� �.n �.es �n �.n s�n �
7 !JO S� f.M 10� 1�.� LY �.12 �.70 t.?J �.TO S.0
/ �.�5 S.M �J fl31 15.91 1.@ 7.C1 1,S! I.Oi �.M �.11
� �.i� t�s �.a »aw �ut t.x i.w �.�s �.a �.�o �,�s
10 �I �O IOA 15.00 21J! 7.�1 2.IK 7�7 �.7f �.12 IM
1f �A� 7.11 tl.lt , 17.�{ 10A1 ?.74 f.711 l.7� 1.A1 �.�5 �,7�
12 �M 7M 1!!0 t1A� U.fS L71 7.70 l.tt 7.M 7.s0 IA
. , ; .
� PUMP SELECTION PROCEDURB
^A. Debermine pamp capactty:
Gravlty Diatrlbntlon Elb rEAFORATIOq OF A �tED I.AtERAL
1. Minimum suggesfied is 600 gallons per hour(10 gpm)b etay ehesd df e,�.,,aw, .
water use rabe.
2. Maximum suggesbed for delivery to a drop box of a home system is 2,700 . _ '`.�
.:...::..:::...... .�«.N.a�.�u►t�.-
pallons per hour(45 gpm)to prevent build-up of pressure in drop box. �i:�`'w.r s.w�,r•, ���^.k�"',.,.«�,« .�...
' 4":'�:. • �Mb���
hrlw 1N� IIMY�MI�N�
rnanre nlatribnao� � � �►°""�.
3. a. Select number of perforeied tate.�rals 3 �,� �u.� �r�w•
.��.�.w.
h Select perforation spacing=_ .3 ft. . �_.�.>..::. :�:•. .,N.��:��«
c. Sub ct 2 fw from the rocic layer length: �,�:, ���+w«
1�'��I�r�»�-2 fG•„(al�R. ' �'� ��
� e.�►��.r,►'""iw
d. DM�ine the number of sp�aes betwe�r►perForations.
�8th t���°�n8"-�'-��'+-�-k._.�3_�s rw�OF�tPo1u►'rio�t o�uttC�BS w CPM
e. 3;�apacrs+i• a�perforations/laMral
' f. Multlply perforadons per lateral by number of laterals to � tr�.a �toradon a�W,�st
�total nurnber of perforations.
. x�'1.��Perforations. �I21�o,A. '�' ��'
�.o. � o.� oa�
g• � x�s�'-8P�"� i.soe o.o i.a
. - zs o.� �.i�
SELECTED PUMP CAPACI'i'Y � 3.0 o.�s ta8
-�-gP 4A 1.73 1.47
, SA 126 1.66
B.D!t!lQl�t1!�ilid!'lQ1/�IIlttlf�:
'�1. Elevadon difference between mp and point of discharge. y k���d�����,��
�Eeet .
2. If pumping ro a preasure distribution system,add five feet for pressure
required at manifold �, �
_�'�feet �
3. Friction loss �P��E�►
a. Enter friction loss table with gpm and pipe diameter. Aoinc of D;ach.rse
Read frlction loss in feet per 100 feet from table. ' ib2-
F.4= �• ft./100 ft of pipe Elevation Dit'faenoe
b. Determine tohal pipe length from pump to discharge . p,�„p 4,3
poin� Add 25 percent to pipe length for�tNng .
lo�,or uae a fitting lass chart. Equivalent pipe F-isb .
length-1.25 Nmes pipe length=
13 inch 2.0 inch 3.0 inch
�ls D X 1.ZJ= �� . � Pttaks fo�per f00 R d pipe
c. Caiculate total frlction loss by multiplying
frlction loss in k/100 R b equivalent pipe length. i2 0.9�6 0.�
Total hiction loss= �. �y x, �. L +100= ��' feet la 1.28 o.3s
4. Total head required is the sum ef elevation difference, 16 1.63 0.48 .
al head uirements,and total f�iction loss. 18 2.03 0.60
� �i 20 2.a� a�3 o.tt
' 2S 3.73 1.11 0.16
, �L_+_��+� 30 5.23 I SS 0.23
(1) (2) (3cl 3S 7.90 2.06 0.30
40 11.07 2.64 0.39
' 45 14.73 3.28 0.48
TOTAL HEAD 3'3 feet � ' 3.99 0.58 �
SS 4.76 0.70
. 60 5.60 0.82
'-`C. Pump selection
1. A pump must be selected to deliver at least�_gpm (Step A)
with at least_�feet of total head (Step B).
�
� • ' L-13 �
• , CERTIFICATION � 00627 Logs af Soil Borinaa
� Location or Project �Tim T,awrence. 1550 Co.Rd.#6,existinq house lot 1,Orono
' Borings made by S-p Testinq, Inc. Steve Schirmers Date . 7-10-92
Classifiction System: � AASHU ; USDA-SC5 X ; Unified j Other '
Auger used (check two) : Hand X , or Power , � Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 100.0 feet � Surface elevation 99�g
�
�� Top�oil dark brown loam � Topsoil dark brown loam
0 — o„ 0 � 10„
1 - 1 _
� Brown clay loam Brown clay loam
• 2 .- 8" - 2' 2"-MOTTLED 2' 2" 2 - 10" - 2'-MOTTLED 2' '-
Rusty 2, 2„ _ 2_1�2 � �}�yel$�r w , Rusty olive brown
clay loam
� 3 .- 3 - 2' - 3 ' 2"
Rusty olive brown Rusty brown loamy
loam coarse sand
4 - 4 - ' 3 � 2�� ' 4 �
' . Rusty olive brown
' � loam
5 _ 2-1/2' - 5 ' S - 4� _ 5 �
6 - 6 -
7 - 7 - .
8 � 8 -
End of boring at 5' feet. End of boring at 5' feet.
Standinq water table: Standinq water table:
present at feet of depth, present at feet of depth,
' hours after borinq. hours after boring.
Not present in hole X . Not present in hole x � �
� Mottled soil : Mottled soil :
Observed at 2� 2" £Qet of depth. � Observed at 2 ' feet of depth. '
Not present in hole . Not present in hole : '
Comments: Comments:
• L-13 '
I • CE�TIFICATION �� 00627 Logs of Soil Borinas
� .Location or Project Jim Lawrence, 1550 Co.Rd.�6,existing house lot 1,Orono
' Borings made by S-p TestinQ, Inc. Steve Schirmers Date � . 7_10-92 �
Classifiction System: � AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
, Depth, Boring number 3 Depth, Boring number
in � in
feet Surface elevation 100.1 feet Surface elevation '
. ,�1` 0 -
0 - 6"
; 1 _ Brown clay loam 1 _ .
6" - 1' 8"-MOTTLED 1' 8 •
; 2 _ Rusty olive brown clay 2 _
� 1' 8" - 2-1/2' . loam �
: 3 - 3 _ •
Rusty olive brown
loam
4 - 4 _
2-1/2' - 5 '
5 ,- 5 -
6 - 6 -
7 - 7 _ �
' . -.
8 � � g _
End of boring at s � feet. End of boring at feet.
Standinq water table: Standing water table:
present at feet of depth, present at feet of depth,
� hours after boring. hours after boring.
Not present in hole x . Not present in hole .
� Mottled soil : Mottled soil :
Observed at 1, 8= £eet of depth. � Observed at feet of depth.
Not present in hole . Not present in hole .
Comments: Comments:
. . '
. CERT.#00627
. � _�.,.,�r.,...,
c
. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. „� 7-11-92 � 4:55
a.m.
Percolation test c�eadings made by arting a p. . .
(doul
Testholelocatio� 1550 Co.Rd.6,existing �� se 1 7-10-9
,T-I-o�e number ,Date hole was prepat+e�
Depth of hole bottoR+ 12 �nches,Diameter of holP 6 +nches
Soil data from test hole:
Depth,inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" B=own clay loam
Method of scratching sidewall_�Li f p
Depth of gravel in bottom of hole 2 inches ' . �,
7-10'-92 �•�30�am . 12 -
DaUe and hour of initial wattr filliqg , p o �n�hal water fillin; �nches above hole bottom
Method�tsed w maintain at lesst 12 incl�es of wata depth in hole for at kast 4 hours Automatie s iphon �
' 6
,Maximum water depth above hole bottom during tes� �nches -
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks � '
minutes inches level,inches minutes per
inch
• 4.
4• "
5, n n n
5. . n � „ n �
_ ..-.
Percoladon rate = 4.3 w+inutes per inch.
f - . - : �
• C�RT.#00627
� ~r
. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 7—i1-92 4:56 am' �
Percolation test readings made by �n Ma*ring at � _ ,
�a���
Test hole location 15 5 0 'C o.Rd. 6,e x i s t i ng hoNe�l�number 2 ,Date hole was prepare� �'10—9 2 �
Depth of hole bottom 12 . �nches,Diameter of holP � �nches
Soil data from test hole: '
Depth,inehes Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam �
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 �nches ,_,
7-10-92 9:30am 12 �
Date and hour of initial water filling ,Derth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of waterdepth in hole for at least 4 hours Automatie siphon �
,Maximum water depth above hole bottom during tes� 6 �nches - �
Time Percolation
Time interval, Measurement, DroQ in water rate, Remarks , � '
minutes inches level,inches minutes per
inch
• 4:40 refill 6 .
4:56 5:11 " 3 5.0 15 min
5: 14 5: 29 " 2-15/16 5.1 " "
5:32 5: 47 " 2-7/8 5.2 " n
_..:,�-..
Porcolation rate = 5•1 �++;nutes per inch.
.. , �
' . ;. ,
• CERT.#00627
. PERCOLATION TEST DATA SHEET
� � -�:
� a.m. i
Percolation test readings made by �—p Te a _ti n-Q., ?nc_ �n 7-11—9 2 ��»g 8r d:5 7 ,� •,
reo�u
Test hole locatic�5 5 0 Co.Rd.6,exi s ti ng hou��e number 3 ,Date hole was prepare� �-10—9 2 ��
Depth of hole bottom 12 �nches,Diameter of hole 6 �nches
Soil data from test hole:
Depth,inches . Soil texmre �
i
0 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam �
Method of scratching sidewatl Knif e
Depth of gravel in bottom of hole 2 �nches . , .� •
Date and hour of initia!water filling �-1�—9 2 ,�p��hitial water filling 12 �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole f�at least 4 hours Automatie s iphon
,Mauimum water depth above hole bottom during tes� 6 �nches �
'�� Percolation
Time interval, Measurement, Drop in water rate, Remarks ' `
minutes inches level,inches minutes per
� inch
• water rem ining in te t hole
4:57 5:12 6 1 15.0 15 min
5:13 5:28 " n n n n
5:33 5:48 " " " ° "
_..,.,.�.
Porcolation rate = 15.0 �,�nutes per inch.
; _ • �
PERFORQTED LpYER OF GEOTE%T�IE ��Y 51►ND CAP . �
�'��h,�.__ _ LATERALS FABRK PERFORATEp UITERAI
„j. • ... ••.. --��... •. ,., GRASS COvEIi 6 WCMES
• SANDY lOAM SOIL •' � ' r•M�:"'"��.�:�-i::.,: TOPSOIL
' i"'t' `�'��:• • :IEAN SANO FILL _.: ,
„�i � • i � % : .. `
:.•�.:'��
� �� e_;�• 41AXIMUM SIOPE—�-
�• • : t:� 3 T0 1 .. .
LAYER OF GEOTEXTILE : L c�EAN ROCK s'
FABRIC Oit 4 INCHES OF "��f ' ,W, r. y� '� ;�. T�'� �owEo oR �. T� t��r �Nc►+ES
HAY COVERE� gY ��" ._/� '%j' . ij �' u�� p�SKEO SURiACE� h SLOP
BUILDING PAPER �
i'/ OR 2' �. .�.�:�'�' �,��%�f,�� ' �`��/ �� CROSS SECTION A-A
PtPE �ROM PUMP� :r�•. i � �/ �' �
� y,•• �/� ,s/ � ,N t .' /�
�:' /, : �'� � P�PE FROM
�._2�/ � �'�, �. �./ ,r .,� ,� PUMPING CMAMBER
!
CI�AN F�OCK �'� y�•'� � �' � OIVERStON FOR .
•,. '%' ' ,,�' .� � � J� SURFACE WATER W I �
� TOPSOIL�,.' /��' / �' _ o � � ' ''�
..... !' . � ' /f .r� _ _
=• ' �s F ' �j' ,,�y'� �rc— — --
���=��X�� I- i � / 3 `�Y;- . . R4TED I ' , ��
��.,� -. ', .�' —PERFO . ' � I
.� . 1 • �•�' �'9'� Ax. :: _j , CATERALS ; � , � .
y• � �.r' i 1
_ti�� k. �2.'. - �.: , . : �
�� . . .. ..,. t : i
� •. / S.� 1 :J :�t��'.,�!'::J 1�?'•'' ' � �
�y 7i�''�
N p� ; .. .,., ;�::.:,.•�^:.. � ��
� Eq -. �..-. ��,:, .,�;:�.:;:.. � :
„ r � : : x
"l � 1 '
�� F�ll ,S�D,���,. �`'��-�;��''�.`.,, eEc aaEs � � i ; � :
BRpk �4YER •L.�_ _�`.+'�;,:: , � � �� � � :—
EN lm ' - �'�•� '�� � � � �—
.•, .�:� , ' ;
8 ATU ' ` - a � � � W ; � m A
AR��FR�AYE�':�:- �
�
R - - I ' �
, ; _ ; � : _ i
' o.,y_.o ' �
LAYOUT Of PERFORATEO PIPE LATERALS FOft • � �NC►+E � � • � � � INCHES =
- I ; ; ; I
PRESSuRE DISTRIBUTION IN MOUNO . . - ; •
�—�— — —�—�
.
PERFORATEO PlASTIC PIPE OiKE ���z T�O�KE "
TOTAL WIOTM
`
PERFORATtONS SPACED 36' � ��IQN ���G , � . � •,•
E� ON CENTER. RFORATION OR
VIEW �E��Y BE��a.'�u: �6� Sf � P�AN VIEW
YM4NIf0�0 � E►�q pEpFORATION OF.A PERFORATEp LATERAI
PI PE -�
Graa Cevar '
PERFORATIONS ON 90TTOM OF t +-- .
P�ASTIC P�PE T��
O�♦ ' � �•Zrr r\ •.....: ,.., � ,{"'^'+�' .
"�'_ ���I���/1M �.Mcl�le�r N�MY�M wo�cwhrN .
's IALTERNATE LOCATION ' �.;�� ����
. OF PiPE iqo� Puiur! v«ro. uew ar►w��.onieih
• �Nw wo. r.� .
�p•n�. w uw u'�.tao.
eN� cnP 9p. �,�RAL .,.'... ! , ...,.. , '' w n.�.�a,,.. '
' o � . �. . hrlor��la���ucaN1 N
i ��tE 2�PIPE FNOM , �yp��y u� M�w�N I.Nw�I
�� PE� PUMIPMrG CMAMBER '
\ ��RYfN � .Or1�Md f�M heovfr�Mi�
/ Nw�M�rr�srr L
.
" •, . ' '
F-8 �
REOWOOD. CEpA� OR �
' WATER TIGHT 9� I.00KA9lE EIECTRIC BOX TREATED POST (4 x 4 min) '
, , PLUGS OR EIECTRIC CONNECtIONS-- ��NI�D�LF�OXRIC CONNECTIONS MApE
! 2" PVC CONDUIT SCHEDULE 80 J- n
� MANHOIE COVER CHAINED � LOCKEO 6'SP�CE ��P�POWER CORD FOR
� SETTLEMENT •
SEAIED MANHOLE RINGS– FIN GRAOE
" AT LEAST 12� ' � .
��� 8E10'W GRADE
WIRE FROM PO�WER SUPPLY
PIP PIS TAT�010 UP TO ISOIL 7REATMEN MEA
' ►i . �FOR PROPER ORAINBACK
SEALED TANK CdVER IF PIPE AT TANK MUST 8E IOWER THAN
UNION, T�0 GET ELEVATION FOR ORAINBACK.
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST OE USEO
WITH ANCHOR---� — yyEEP HOLE
ALA�tM FLOAT ON SEPl�RATE
EIECTRICAI CIRCUIT--
NO?E5� ELECTRICAI WIRE FROM POWER SUPPLY
,_STgR7 4E..yEL 9_ � _ MUST NOT RUN OVER ANY TANKS BUT
��" •r ' MUST 8E LAID BESIDE 0T11ER TANKS
3 � AND MUST BE PLIICEO IN CONDUIT
AION� POST
SHUT_QFFJ,E��Q` � __ _ _ EIECTRICAL CORDS FROM PUMP AND
FIOATS MUST BE RUN THROUGN
PUMP CUNtFtOI'FLOAt- - CON�ACT. W�RES CANNOT HAVE GROUND
• �00
Figurc F•8
ME7AL
COVER
r. _.r;. � _�.. �; � y. k
� � - • ,
. �y _.�'' '-v_,•
� :.r.
1 •x�_.� F. � -
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MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN -^7��
INSPECTION NOTICE ��� � SCHEDULED ��
PERMIT NO. c MPLE ED N
ADDRESS_�, . ) ., .
OWNER CONTR. _
TELEPHONE NO.
� DESCRIPTION --
� 01 FOOTING 11 MECHA AL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 0.3 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETI:ANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETffURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI PTIC AL . 22 FOLLOW-UP
� 10 PLUMBING FINAL 23 SEPTI AL
� OWNERICONTpACTOR TO MEET YOU: S`NO
��,, COMMENTS: — � ��
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0 BEFORECO'VERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CALL INSPECTOR �'CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call fw the next inspection 24 hours in advance.473-7357
Owner/Contract
Inspector.
White Copyllnspector's File Canary CopylSite Notice
ATE TIME
CITY OF ORONO CALLED IN .z -!i`
INSPECTION NOTICE SCHEDULED -L- s� �
PERMIT NO. coMP ErE� '� ���
ADDRESS
OWNE CONTR.
TELEPHONE NO. � S � /�(� S
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
� 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS
� 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Z
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 ddA1N_T. _ 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC INSTAL� 22 FOILOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL /
� OWNER/CONTRACTOR TO MEET YOU:_YES�O ��
� COMMENTS: ' X � L� � 1�
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CALL INSPECTOR r'CITATION ISSUED
� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor n it
Inspector.
White Copy/lnspector's File Canary CopylSite Notice
„I DA� TIME
CITY OF ORONO CALLED IN Y”
INSPECTION NOTICE ) �� SCHEDULED � //' `�
PERMIT NO. �P COMPLETED '
ADDRESS -SS� '� �
OWNER CONTR.
TELEPHONE NO. �f 7 �I' /��o %/
� DESCRIPTION ,��< "� ��t.' �,b 7�'l.e'-u+�oL
� 01 FOOTING 11 MECHANICAL RI 16 ELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 03 INSULATION 2M25 WO00 BURNER/FIREPLACE 19 LAKESHORFJWETLANDS
O
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMWAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGFiESS
� 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI SEPTIC 1 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC AL
� OWNERICONTRACTOR TO MEEi YOU: YES_NO
� COMMENTS: " /�" �� r1
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL RETURN r;CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adv nce.473-7357
Owner/Contractor
Inspector.
White Copyllnspecto►'s Rle Canary CopylSite Notica
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTtON NO ICE SCHEDULED ���� �
PERMIT NO. �3� � COMPLETED ��
ADDRESS��� S�XT/'� . 1�.. �
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION ,��JfZ,/(fI'I�
� 01 FOOTINC3 � 11 MECHANiCAL RI 18IXCAV/ORADINO/FIWN�
� 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yy,qLL gp, 12 WATER NOOK-UP 17 SITE INSPECTION
� 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
�
J 07 DEM�SITE 27 SEPT AINT. 21 COMPLAINT
W 07 DEMO—FINAL . 22 FOLLOW-UP
= 09 PLUMBINC3 RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO M Y U: NO
� COMMENTS: — �
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W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑ CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor
Inspector.
White Copyllnspector's File Canary CopylSite Notice