HomeMy WebLinkAbout1996-008247 (sewer & water) � PERIV�I
` CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 �-;L:�i�=�F� ;:, �#�'.;;F:�
Permit Number:
Crystal Bay, Minnesota 55323 ���.'��:,`�~
(612) 473-7357 Date Issued: _ _
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SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
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FEE SUMMARY:
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CANT PERMITEE SIGNATURE � — ISSUED BY:SIGNATURE
.
• �
CITY OF ORONO S1E IC SYSTEM PERIVIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, l�Ti�1 55323 I
,\
JOB STTE ADDRESS: �'"�� � �-' �> c% : ` < �-
Occupancy Type: Residential �� ommercial Other
Permit Type: New or Replacement S stem, $100.00
Repair E�cisting System $ 50.00
(Tanks or Drain ield)
0.50 State surcharge a ded to above fees
*See fee schedule for n n-residential permit fees
Owner's Name: � �� �c;�r'� �av' C � ��- � � PhoneNumber:
Mailing Address: ��� �'� � � � : j c Z.; City: c' ` : � .�.. . 7iP:
, C:1� � � t,�, � t {z , � , <,Phone Number: �-1`7 -� � ��; � �,
Contractor s Name: C _ y' � � _
����i" �r-� Clty: � � �; � r�-17 k_��
Mailing Address: �u��`�� `�-� � �,�� t � '� ' ' '``= '
.��, ��_�r, L, ��? � v��
DO NOT MAII� PAYMENT WTTH THIS APPLI ATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may b mailed or submitted in person at the City
Offices; however, permits will not be maile out. The permit must be picked up in
person at the City Offices and work must no 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 e approved septic system design. Design
reports are not considered approved unless ccompanied by the "City of Orono Septic
System Approval" cover sheet signed by th City Inspector.
4. The following inspections will be required or all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainf'ield trench installation prior to co ering. For mounds, inspection is required
after rough-up but prior to sand placem nt (sand will be jar tested for silt content),
and again during pressure distribution iping installation in the rock bed.
D. Final inspection to verify proper final c er depths and to verify that all pump station
(where required) components are funct�onal and comply with codes.
5. Individual holding MPCA Installer Certific te shall be present during inspections: A 24-
hour notice is required for all inspectio .
I�
,
NOTE: Applicant must uutial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design includin� the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal. 3) gal.
B. Pump Station (if required)
Pump make & model (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:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions �c� 'x �� '
Drop Boxes Sand bed dimensions �'x � ` '
Distribution Box Pressure Dist. Pipe Diam. ��"
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: bonowed from site
�how location on site plan)
rucked 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 cort�ect.
�
�" � ' � �.-
SignatureofApplicant: J/-.i,° ,��,,��c.�� �-J��;�„_ Date: -� 1
MPCA Certification No.: � ��- ' �=�
Staff Review: Approva Denial
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Reviewer: . ;,��:/rl,`�'�-� Date: ��Z.-� �
Reason for Denial•
•
�-�� ���. CITY OF ORONO
'�� '�T V A� " ����',"� SEPTIC SYSTEN� APPROVAL
� � � � x
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�� t t� �`�� _'`���I' Of 01���T�
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� s' �il r� , 'ti . "'� Posi OfFice Box 66 -
,� r • � ,�� � �; ,A C stal Bay,Minncwta 5�Z'�0066
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� LOCA'I'ION: 4080 Bayside Rd.
O�%�NER: Nark Harrington
GENERAL CONTRACTOR: SEPTI CONTRACTOR:
SITE EVAL.UATJR: S-P T�sting RE ORT DATE: November 19 , 1994
Approved your on-s te system des:gn as of Febr�ary 21, 1°9�
Tr,e City of O:ono has (date)
(approved-disapproved)
Expansion area fo the existing s�stem meets al1
wiiti tl,e following corrunents:
State and Local CodEs . The future me ts most State and Local Ccdes ,
�ut a variance has been granted for a system on 7% to 9i slopes (6% cr
less �ecxuired) . The residence. ma_y be enlarged to a maximlim �ive bedrocm�s .
THIS iS NOT A PERI�1iT. This is a design approval form w ich must accompany the site plan. A perzr�it must
be i�sued tc a licensec'. seotic contractor prior to installation. A list oE curren[ly licensed septic contraciors zs
enciosed.
NO�iCE TO INSTALLERS: Any ciianges to the approve plans and specs must have p:ior apprcval of ti>e
Insoector (473-7357). CaII for inspections 24 hours in adva ce.
P.LL DRr�INFIELD AREAS MUST BE FENCED OFF p:io ro building site excavation and fer.cing must res:;uin
in place unt:r i�nal site grading. Appro�•al to pour footings ill not he granted until the Inspecuons L�eY�rtn:ent
i�as ve�i�ied that primary and alternate sites are adequately rotected.
NO VEI3ICULA.R TIZAFFIC OF ANY I{iND (cars, truc'xs, arth moving equipment, etc.) is allowed az'1Ch1I1 Z�'
of tested d.aintield sites either before or after system constru tion. Compaction of these areas could rende:t?1em
unusable prohibiting the timely completion and or limiting he long te:m use of the property.
A site c�oy will be avaiiable at the City Of�ices for the sep ic contractor.
CITY OF ONO
.•�'j
By " �---� i------�
Stepheri c, an, On-site S�stems Mar.ager
� TELEFHONE-473-735 • FA.Y-4T3-a510
.
S�r .�E�STING, INC6 Steven B. Schirmers — MPCA Cert. No. 627
� 951 Katydid Lane E • St. Michael, MN 55376 • (612) 497-3566
Novembe 19 , 1994
Mark Harrington
4080 Bayside Rd.
Orono , Henn. Co . , MN I
This site has an existing Pressurized Mo nd System for a 3BR home .
The system will be increased for a SBR h me .
The mound will be added to at each end o the rock bed . The
existing mound will need the topsoil rem ved to the washed sand
with a backhoe with no travel on the mou d. The tank capacity
will require an additional 1000 gallon h lding tank. The pumping
chamber is a 1000 gallon capacity which eets City code for minimum
capacity. Recommend to reshape and dive t the run off away f�om
the pumping chamber .
The future expansion is on 7o to 90 slope & will need approval
by the City Official .
The soi7..� at a depth of 12" have a perc lation rate averaging
2 . 9 min/inch.
Al1 neighboring wells are located great r than 100 ' away from the
proposed treatment area.
Keep all heavy equipment off of the pro osed treatment area before
and after construction. The treatment rea should be marked off
before construction. This Design is no valid & the system will
need to be relocated if failure to prot ct the areas proposed
for On-Site Sewage Treatment occurs.
With proper installation and maintenanc , this system should have
no problem in treating septic effluent ffectively.
Nothing other than gray water (laundry, showers , etc . ) human waste
& toilet tissue should be disposed into the septic tanks . Garbage
disposals are not recommended. Excessi e amounts of soaps , cleaning
agents & chlorine agents may kill the b cteria needed to treat
septic effluent. Additives are not rec mmended . Recommend to pump
& clean your tank through the manhole b a certified pumper every
year if you have 1 tank and every 2 yea s if you have two tanks .
; /�_ � .
f
even B. Schirmers
SBS/ds
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�` �0 1 �`.� � x *y� 3 � -�_ Xsoil E3orings
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_� 5b 33 �17� 55� �� '���A\ ,1= � ��. /os '- ' I
�— _ � \ ���q�.o Note= Th�s system is ta be constructed to me�i
.F. `'�� i� <<� .t the hl�rnesota Po(lu!ion Con'ra A,enc�r
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P�oEo � R� 40.� - �,��,�r�� s���t�w� C S���CT & RESUtiMIT p� �n Mt-� . -''��� . �b • _ �
., n��,.� �. � � � 'uY�sm contr�tents are tor yau irrf rmation. All work shaH be dc�ttt+
dy.�� _ �il opsrsp�nce wikh ail rr ��•- b�¢lrrg & zottir� oocle
� �;.;'��c�nYs in�tud!ng items � t � '
fiY nof�c! in tfi3s rev;'
:�'�'����' T��� P�.AN � �f•i .-.'�� �;� ,�•�; T,r,���. S-P TESTING /I�JC
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.s-SET,�- BACKS �� I lo I
HOUSE � 3s'� I � '
System must be• !
Tonk a�� from property lines X - S�-�\o�--\ ?�� S�� ���oT�-�. �
?�� from welis '
�_� from b!dgs.
f��,, �
- ,�„ Treatment area =�frcm lakes , = streams
Treatment orea �52 from property lines NOTE� Power supply and switches must be locotec± in a I
M/�N�}o��s m��n �a-" �S �from we!Is weother proof encbsure outside the pumping chomber and manhole I
j 4pLC��« �'from bidgs. '
",'� � L' from trees SG�L BORING ELEVATtONS �
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a "dia su I i e I — �- ` ' � �
I � , rade�% TH. 2 EL.-�3. 5�""7 - �3,y
Tonk � T o n k 3� PRESSURE DISTRIBUTION MOUND SYSTEM T H'�3 E L.- `�d-� s�`'t� - �� J !
Drop to Tonk i ��� TH"� �L._ q�.n I
Min. I��io 8� �Pumping TH"5 EL.-3� I
Max.i��to4� � ���P -'('r��`G-S S�-�,�A�.�ocsJ Chomber ELEVATION at PROPOSED PUMP!NG `
4�to 6��dia. pipe CHAMBER-����
;
��o�:,,.�� A�C tiyc,s-s�vt, i
SYSTEM DESIGN -MOUND w�Y�}�� u��.Y�.�c-u = qu` ,
TYPE—�, � BEDROOM , Averoge percolation rate �min./inch (design.83 sq.ft treotment ,orea per I, of daily sewage flow) ;
�xis-C,Nb 1O � 4l' �xt�'��vL� i
! 2�gal./day x.83sq.ft.lgoi.l�.�sq.ft.of treatment area �T8°io =�lo sq.ft. (.= IOft.width=�L ft.length of bed area+side slope run y to I x�heighd= �_ft.;c�ft.lawn•area needed) �
(� Cleon rock needed— 31�sq.ft.treatment area x •� �� depth af rock�cZcu.ft=27= � cu.yd�(3/4�to 21/��dia. ,includes 2��of rock above pipe) �
=�`�`�'s� Cieon sand fill below rock needed.2Q_cu.yds. approx. , sandy loam back fill `� cu.yds.approx., topsoil 6�� _�cu.yd. _.�.�.�• 5�32-�'O_��T� �-`�-- � ,
c_,�.)A s�-t�:�
zv+ea.�5� ��-rGGDC��IE1J� 't0 pt�0 .Z�°7o '�� '�`�PSOIL.�GE- lRf��YaJLA�- S�OPti _�� L!�YD.'Co'fAL�:
Number of tanks required �—, Ist tank�goi. , 2nd tank----gal.minirrxrns pLu s P�-1 m Pi N�.� �- �m t3�R- . �
���t1✓�11-�\� YYl u�--���-Tj. �
� Pumping chamber capacity- 25% of daily sewage flow of�gal.=�gol.+reserve storage of 15 0�?�1/Bl� �3 gal.+pipe back droinage— PROPERTY OF� 1�i�!"g� 1-11�"g-���.�U"Co� �
� of 1� gal./IOOlin.ft.of._�._��dia. supply pipe, lin.ft.needed��, _�gal.+ manifold �`� gal./IOOIiRftof���dia.pipe,lh.ft.needed� , �c�l. yv�o �Ati'S��F '�v . ( cu_e-vsS4> �
total co cit needed�� al lus area for um ) uS� rn„n, 00 '
, P� Y � 9 I�OTvr�l� P P L C� cjal.cap. O�o�JO M�1. \��-��. G�a.
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Distribution pipe L�dio. , aL lin.ft., � � �dia. perforotions 31Q aport FU-�u-�T- �, I
Pump size 1��hp. (pumpable copocityl�.Lgol. 4cycles/day) �J��c�_a.�L 41��0 _�' �ss p_�ScN��a-�� �} 7 _ � S,_P rEs�/ G /�C (
Note � When conslrucling bed � , this oreo shou�d be shoped �a� Note= Distonce from treotment oreo to neighboring we!Is— I : � G� ��_
�'�Ycst� � � Oesigned By �__ �
10 divert run-off from entering treotment area. �-a�"�'��-��- �Sl-1��-� i���� ;
i D�te �.�1/.�59'2L1 , PH. 612-a'
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i � SET- BACKS ��_At�1 �!��vJ �--�------/�--��-- ���—� � l' -� �
HOUSE �i System must be � �
I Tank � from propertylines - S`�-'�� d�'� 2,�'-{-'r��-- �"����t�, j
� '1S ' frpm wel!s
i ao from b'dgs.
�=�'°,;;; Treatment orea = frcrn lakes , = streams
I � Treotment oreo a�� from properfy lines NOTE� Power supply and switches must be locoted in a �
� M/kr��o��s ��n �a-" ���from we!Is weother proof encbsure outside the pump�ng chomber ond manhole I
� ;� f3RGCt=�LL. �o 'from bldgs. �
— '" ' /�.. ' from trees SGiL BORING ELEVATIONS �
� � ;I I � I�
a�min. ' THAI EL.-2�.v_. �5�1�`(�- �S,S
Tank � , � „dia.su I�3 oe - grade `� /o TH.�2 FL. -� 5R"� -'t 3.y
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i � Tonk ;;, TH"3EL.-�o.o s�'"�-��.3 i
! Drop to Tank � �� PRESSURE DISTRIBUTION MOUND SYSTEM TH••4 �L.��� �
� TN,`5 EL.— `�`�, i
� Min. I��to 8� �-Pumping
i Max.l��to4� � ��=��-P -�r��--�`C-�% S`��A�.Lac�.} Chamber E�EVATION ot PROPOSED PL�MP!NG '
„ CHA�U�BER- �sk.� �L,��.
j 4�10 6 dia.pipe b,�o��>�� a-� ��.�-�Y„��. �N►�.,;s�e �,�.z'
� SYSTEM DESIGN -MOUND
� TYPE-=, S BEDROOM , Average percolation rate �min./inch (design.83 sq.ft treotment area per gai, of daily sewage flow) ;
' ��gol./doy x.83sq.ft./goL a� sq.ft. of treotment oreo +1�Q=—sq.fi. (.= IOft.width=�� ft.length of bed oreo +side siope run `�to I x�height= `�`� ft.x�_ft,lown•oreo needed) I
� �
C�eon rock needed- �� sq.ft.treatment area x •��� depth of rock=�S 3 cu.ft=27=�cu.yds.(3/4�to 2 I/��dia. ,includes 2�of rock above pipe) � i
� �'a��� Cleon sond fill below rock needed�cu.yds. opprox. , sondy loom bock fill a.�cu.yds.opprox., topsoil/6�� �_cu.yd. A_V_�- �-L�Qp..,_p1=�i�'CL�-�`-r�-
�3'Yti� ��rGG�D�"�'�^�Ia� '�O A�� �� /O `� �OPSOIL�c,� 1RK�t�JLA� '�l.oPti �.y. G�_Yv,'CoT�L�I
' Number of tanks required � , Ist tank I uo0 gol. , 2nd tank�pO� gal.minirrwms pL�s P�m P�t�u L Am pE R- , �I
7 S�7 0 ��J�U'R'� �7�A'�-�S)t�j� L�vr'G�} I
i ' Pumping chamber capacity- 25% of daily sewoge ffow of �� gal.=�gal.+reserve storage of 1'S-@�?:1/B1���gal.+pipe bnck droinage— PROPERTY OF: MA��=- �}}�'�1�ti�0�
��
� of�`�gol./IOOlin.ft.of3 dia. supply pipe, lin.ft.neededl�, 3�_gol.iman�fold�gal./IOOlin.ftof�_ ��dia.pipe, l�.ft.needed 7 , �- gol. �o�� ,��,���p� -�p i
; � total capocity needed �1�_gal.(plus area forpump) usE rn�n. 000 9al.caP, � C7�o�0 1"��� � ��-�� • G'9• �
� Distribution pipe ���dio. , �_lin.ft. , ��dio. perforations�_��apart �
' • Pump size��hp. (pumpable capacity =•�gol. 4cycles/day) �I ��_��'_�__}-���o__ ��s Q�S�NR�-v'�--�,�- 'Z_����n�c1_.___.. � S-P TES']'/l�,lG � C �
� No1e � When constructing bed - � this orea shoutd be shoped Note= Distonce from treotment oreo to neiqhboring we!Is— � �-- !� �,, ,...:_
Desi ned 9 � �' �, —
� to divert run-off from entering treotment area. 1 Y�=.��.-.�, �� �-�.�,��� ��n , I g y` ,
� ; Dote �1�/L/�u , PH. 6'2-49?-3566
• ' MOUND DESIGN WORKSHEEI'
(For Flows up to 1200 gpd)
A. �.Qw Estimated Sewage Flow in Gallons per Day(gpd)
Estimated �S� gpd N,�„�
or measured - x 1.5 = - gpd. B�°�� �'�I �'P�II Type III �ry�rv
2 soo zu �ao b�
B. SEPTTC TANK LIQUID VOLLTMES a bo�o 3°s° Z,s� '�
5 750 450 294 v�,�
�.-�C[7C) c�� i1 �„�1 gdllOI1S a- JOGC7 �r����41�- �qb� !- � ov�"'i' � 6 900 525 332 �
� 1050 600 370 ��'„�,.
8 1200 675 408
C. SOILS (refer to site evaluation) � , ���
�� ��
1. Depth to restricting layer = a� -rc� .3v inches �f ��` �""""
s�� � �
2. Depth of percolation tests = 1 a �� inche `""m"' `D"m`'
3. Percolation rate � .� m i z�� �So �.�zs
P 3 or 4 1,000 I,500
4. Land slope 9 % s«6 i.sao 2.uo
�a s z,000 3.000
ovc 9 See fig.C-6 (z 1.5)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required are of rock
layer: A x 0.83 =
�Sc� gpd x 0.83 sq. ft./gpd = ��sq. ft.
2_ Select width of rock layer (10 feet or less) _ /o ft.
3. Length of rock layer = area=width = Rock Bed
(_.��sq. ft. -�- �ft. _�a ft. ti.ti.�.ti.ti.ti.ti.�.�.ti.ti.�.,,�,�.ti.ti
�t���t•I•l.J.J.r•f•t•l.J•f•t.d.l.
ti•ti•ti•ti•1•t.ti.ti.ti.1•ti•ti.ti•ti
tiftifti�ti:ti=tifti�ti=ti�tifti�tirti:ti:ti:ti':ti idth 510 ft.
�rtirti:tir�rti.�rtifti.tir�:•r•f.f.r.f.
,f,f,f,f,f,J f�f f f r�fti•ti•ti•ti•ti
1•t•J•J•
E. ROCK VOLUME � Length --�
I. Multiply rock area by rock depth to get cubic fe t of rock;
a� sq. ft. x ./ O f f t. _�S� cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic y ds;
S?_cu. ft. = 27=�cu. yd.
3. Multiply cubic yards by 1.4 to get weight of ro in tons;
�.�I cu. yd. x 1.4 ton/cu. yd. _ � tons.
F. ADSORI'TION WIDTH t-,o A ,�i
Abso �on 1Yidth Sinn Table
1. Percolation rate in top 12 inches of soil is�.n� mpi PeicolatlonRare �� a�d
t,tu,uce,�,�, SoilTexture �,�R �,,m
(mpil F�. .b.o.pea.
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand lzo i_oo
� (o (� gpd/ft� 0.1 to� Sand 120 1.00
0.1 to� Fine Sand*' 0.60 2.00
6 to i� ndy Loam 0.79 1.�2
3. Calculate adso tion width ratio b dividin rock la r -�b.co30_ Loam �,� 2.00
� y g �' 31 to 45 Silt Loam 0.50 2_40
loading rate of 1.20 g-pd/ft2 by allowable soil loading ate; ��o bo c�ay Loam o.4s 2.6�
61 t0 120 Clay 024 �.00
1.20 �7C�/ff2= . �v gpd/ft� _ � ,00 Slower than 120 Cla -- -
••Soil havinK�OR or more of fine or verl'fuie sand.
4. Multiply adsorption width ratio by rock layer width get
required adsorption width;
�,00 x /v ft = ac�.c�ft
I I
G. D'OWN5LOPE DII<E WIDTH
1. If landslope is 3% or more, subtract rock layer �vidth rom
adsorption width to obtain minimum downslope di toe
�ft-�ft =�feet
2. Calculate Minimum mound size based on geometery
a. Determine depth of dean sand fill at upslope e ge of rock
layer: Separation J,Z feet
b. Multiply rock layer width by landslope ' r°°` �°"•�
to deternune drop in elevation; '� rooc Ro ea
Slope Difference Seperetlon fe�t
�X •a�°Jo -� 100 = •� feet Slnpn Olfteronca ___ et
psloDe W1at�
c. Add depth of clean sand for separation (2a) reet Rock Be0 Wtat�
at upslope edge, depth of rock layer (1 foot) to epth of teet Down5loDe Wfdt�
cover (1 foot) to find the mound height at the u slope edge teet
of rock layer;
1•3 ft + lft + lft = 3.3 feet ��
d. Enter table with landslope and upslope dike r tio.
Select dike multiplier of � ,�� �`�`'`� �`c�`�
e. Multiply dike multiplier by upslope mound h �ght
to find upslope dike width: �.3 x a�y = , feet 5�=
f. Add depth of clean sand for slope difference (2 ) at '�`�3 ' � �` �' a ��; = i � ��>���r>�.
downslope edge, to the mound height at the u slope edge 3 •� �' '`� "3•9
of rock layer (2c) to find the downslope height;
Z .3 ft +�_ft - y,z. feet ��w- 3 .� x .5.� � = � � tio�v��s��,=.
g. Enter table with landslope and downslope dik ratio.
Select dike multiplier of (;..� 5 .5�=
h. Multiply dike multiplier by downslope moun height
to get downslope dike width: (,.��� x y.z = 2 feet 5�.
i. Compare the values of step G.1 and Step G2h Select the
greater of the two values as the downslope di e width;
a. � feet > -
! UDs10De W10t�
j. Total mound width is the sum of � �aet
upslope dike (G.2e) width plus rock Ro�r o.a w,ath
layer width (D.2) plus �Q510Qe W;ot� rset �ps�ooe W�a��
�w downslope dike width(G.2i); s�. 3 � `eB1 �eel
J1-i »-ta � =��� Js2-ft +�d ft + �_ft = t�- � feet � � ; i 'I
k. Total mound length is the sum of o � °°W05�°°8"�°`� '' '�
_....._ leet ,
upslope dike width (G.2e) plus rock layer
length (D.3) plus upslope dike width (G.2e);
��ft + �ft + �� ft = _�_ feet
�l. +- L z- -r a.l -__ 10�1
TotelLengt�
owns ope �ps ope
3:1 l'1 �:1 61 7:1 3:1 1:1 5:1 6-1 %:1 8:1
%abpe
0 3.0 t.0 �.0 6.0 7.0 3.0 3.0 5.0 60 7.0 8.0
1 3.0) 117 i�b 638 753 291 3.6i 4.76 ifb 6S4 7.41
Z 3.79 d35 �56 6.ffi 8.75 ?.b3 3J0 456 536 614 6.90
3 330 45l �BS 7.32 &.&6 2.T� 357 43i 5.08 5.79 6.45
4 3.41 i76 6Z5 7.89 9.� Z68 3.d5 6.17 4.8d 5.46 6.06
5 353 5-00 66� 857 IO.T/ Z61 3.33 4.00 4.6Z �.19 5.77
6_-_. ,31�6 C�26�' ZI4_._... 938 12Q7 2_ii .23 3.85 - L�1 d.43 �S.tl
7 3�0 �56 7.69 t03d 13.73 238 3.12 3.70 d.Z3 6.70 5.13
8 3.95 5.88 833 1154 t5.91 ?42 3. 357 t.Cb 6.49 4B6
9 1.t1 :b.T�� 9_09 13.06 189? Zio 294 3.G5 3.90 d30 4b5
]0 d.� b.o7 10_0 15.00 2333 �?So 33i .- :12 4.47
11 d.48 7.14 Il.11 17-GS 30.33 ?20 278 323 3.61 3.95 4.1b
72 d.G9 7.69 1250 21.63 d3.75 2?1 270 3.t2 3.49 3.80 4.08
�I I
_ _ i _ .
�,,�-�c�-�-�_�- �1 �-
� ,
F-17
PUMP SELECTION PROCEDURE
EIJD PERFORATION OF A P£RFORATED L4TERAL
A. Determine pump capacity: �.e..�.�
Gravity Distribution T,o.,,,
1. Minimum suggested is 600 gallons per hour(10 gpm)to s ay ahead of � - ' -�,,,�,N�.�.�,k�,,,a,-
water use rate. .'�`m""5"°`°,�.. '""'"""°"'°'"."°'`a"'°
af� .i,n na,n."n�1
2. Maximum suggested for delivery to a drop box of a hom system is 2,700 .. _ ���^����-���_�^����r
Mlo CAp Wo/ Top
gallons per hour(45 gpm)to prevent build-up of pressur in drop box. �,,,.�,w '-., ��., ,Z•�o Ea,<
� r.ie o�a«k�«
. . . �� Prtero�lw Lowiw u�
Pressure Distibution ����� B"'°"'°'`°'•"'
3.a. Select number of perforated laterals �
b. Select perforation spacing= ? fee� �°��';,,°��„m""°
c. Subtract 2 ft from the rock layer length.
��� -2 ft.= f^t1) feet
w��ye�h
d. Determine the number of spaces between perforations.
Length perf.spacing=l�ft.+ ? ft._ �-i7 spa es [t�quired Perforation Dischazge
e. �_SpdCES+ 1 = J 1 perforations/lateral in gallons per minute(gpm)
f. Multiply perforations per lateral by number of laterals to �� e , �, ,
et total number of rforations.� x a 1 y ��u H� 3z m �`` 4 m�'�''
g � �t��. �s ���-�� eI'fOldiloIlS. (feet)
g. � X�=ti1 SP�-
1.Oa 0.56 0.74
SELECTED PUMP CAPACITY�2 gpm 2.D�j �.8Q 1.04
B.Determine head requirements: a. Use for single family homes
1. Elevation difference between pump and point of dischar e. b.Use for all other applications
�O�"'���y ��feet
(o� 2. If pumping to a pressure distribution system,five feet fo pressure
' required at manifold if gravity system,zero.
S ��feet
3. Friction loss
� �� a. Enter friction loss table with gpm and pipe diameter. r Pipe Leng[h
��- N� Read friction loss in feet per 100 feet from table. Poinc of Dis�harge
F.L.= 3.� ft./100 ft of pipe TiDl.
b. Determine total pipe length from pump to discharge Ele�aaon Difference1
point. Add 25 percent to pipe length for fitting p�P ti�
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
) 3 0 x 1.25 =�_feet
c. Calculate total friction loss by multiplying 1.5 inch 2.�D inch P.�0 inch
�m Friaim loss 100 R oC i
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= � . S x_f L� 2 1100= feet 10 0.69 0.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
�� `i + S� +__�� 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.SS 0.23
35 7.90 2.06 030
40 11.07 2.64 0.39
TOTAL HEAD �� feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.bo o.a2
� 1. A pump must be selected to deliver at 1 st
�'Z gpm �(Step A) with at least �feet of total ead (Step B).
l
I �
L-1S
C�F?TIi'iCT�TIn(v rf UU627 Lo�, c�f Soi ] 13orinc�5
Location or Project Mark Harrinclton, 4080 B side Rd. , Orono
,
Borings made �by ;;-p �estin Inc . Steve Sch rmers Date 11-9-94
Classifiction System: AASI1� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X
Depth , Boring number 4 Dep h , Boring number 5
in in
feet Surface elevation 96 . 0 fee Surface elevation 98 . 1
� --- --------- 0 - - - ---
Topsoil dark brown
Topsoil dark brown loam
1 loam l
0 - 1 ' 8"-MOTTLED 1 ' 8"
2 - 2 Rusty dark gray br�wFa l�am
0 - 2-1/2 ' -MOTTLED 2-1 2
1 � 8�� _ 2 � 4��
Rusty dark gray loam Rusty dark gray
3 - 2_1�2 , _ 3 , 2„ 3 clay loam
Rusty dark gray clay loam
2 ' 4" - 3 ' 4"
3 ' 2" - 3 ' 10"
4 - 4 Rusty gray clay
Rusty gray clay loam
loam
3 ' 10" - 5 ' 3 ' 4" - 5 '
S - 5 -
6 - 6 -
7 - 7 -
!
8 - . 8 - `
�
End of boring at 5 � feet . En of boring at 5 � feet.
Standing water table : St nding water table :
present at feet of depth , pr sent at feet of depth ,
hours after boring . hcurs after boring.
Not present in hole X No present in hole X
Mottled soil : Mo tled soil :
Observed at 2-1�2feet of depth. Ob erved at 1 ' g" feet of depth.
Not present in hole No present in hole
Comments : Co ments :
i�
L-l�
Crt2TII'I�11`PIn(�� rE OU627 L�< �_ �>f Soi1_ l�ori c�s
Location or Project Mark Harrinqton, 4080 ayside Rd . ,Orono
Borinys � made� by ;;-P Testin Inc . Steve Sc irmers Date 11-9-94
Classifiction System: AAS�IU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIancl_ X , or Power , Flight , or Bucket X
Depth , Boring number 6 Dep h , Boring number �
in in
feet Surface elevation 95 . 5 fee Surface elevation 93 . 4
0 - ---- -- --- -- 0 - — -_____ -- -
Topsoil dark brown
Topsoil dark brown loam
1 - loam 1 - 0 - 1 ' 2"
Brown clay loam
1 ' 2" - 1 ' 8"-MOTTLED 1 ' 8'
z 0 - 2 ' 4"-MOTTLED 2 ' 4" 2
Rusty olive brown
clay loam
3 Rusty dark t}ray 3
clay loam
1 ' 8" - 3 ' 10"
4 - 4 -
2 ' 4" - 4-1/2 ' Rusty olive brown
Rusty olive gray clay loam loam
5 - 4-1/2 ' - 5 ' S - 3 � 10�� _ 5 �
6 - 6 -
7 - 7 -
!
8 - 8 - �
I
End of borinq at _ � � feet. En of boring at 5 � feet .
Standing �aater table : St nding water table :
present at feet of depth, pr sent at feet of depth ,
hours �after boring . hcurs after boring.
Not present in hole X Not present in hole }{
Mottled soil : Mottled soil :
Observed at 2 � 4�� feet of depth. Observed at 1 � 8�� feet of depth.
Not present in hole P1ot present in hole
Comments : Co ments :
I II
L-l�
CT�RTII'I'CI�`1'IOfJ ;I OU627 L�., of Soi 1 f3or i c�s
Location or Project Mark Harrinqton, 4080 B yside Rd. Orono
Borings� made� by S-P Testin Inc . Steve Sc irmers Date 12-12-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIancl X , or Power , Flight , or Bucket X
Depth, F3oring number 8 Dep h , Boring number
in 97 . 3 in
feet Surface elevation feet Surface elevation
J - - --- ---- 0 - -_--- - -
Topsoil dark brown
loam
1 - � - 1 � 4�� 1 -
Very dark gray
2 _ clay loam 2 _
1 ' 4" - 2-1/2 ' -MOTTLE
Rusty olive gray 2-1�2 �
3 - clay loam 3 _
2-1/2 ' - 3-1/2 '
Rusty olive gray
4 - silty clay loam 4 _
3-1/2 ' - 4-1/2 '
Rusty olive gray loam
5 - 4-1/2 ' - 5 '
5 -
6 - 6 -
� � 7 -
l
8 - 8 - I
�
�
End of boring at 5 � feet. En of boring at fe�t.
Standing water table : St nding water table :
present at feet of depth , pr sent at feet of depth,
hours �after boring . hcurs after boring .
Not present in hole X No present in hole
Mottled soil : Mo tled soil :
Observed at2-1 2 � feet of depth. Ob erved at feet of depth.
Not present in hole PJo present in hole
Comments : Co ments :
I I
CERT . �00627
PERCOLA'I'ION TEST D TA SHEET
8.171.
Percolati<�ntcstreadinasmadeby —P Testin InC . on 11-10-94 startingat 2 = 49 ��m�
��i��,��
Testholelocation 4080 Bayside Rd. 4 11-9-94
, Hole number , Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark bro n loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
11-9-94 �• 00pm . 12
Date and hour of initial water filling , epth 67 initial water illing inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at lea [4 hours AutomatiC S iphon
6
, Maximum wate depth above hole bottom during test inches
Time Percolation
�ime interval, Measurement, Dro in water rate. Remarks
minutes inches leve , i�ches minutes per
inch
• 2: 35 prefill 6
2 : 49 3 : 04 " 5- /2 2 . 7 15 min
3 : 10 3 : 25 " 5- /4 2 . 9 " "
3 : 26 3: 41 " 5- / 8 2 . 9 " "
Percolation rate = 2 ' 8 minutes per inch.
�
__ _ �. ..__ _
CERT. �00627
PERCOLATION TEST D 'TA SHEET
S-P Testing , Inc . 11-10-94 2 : 50 '���
Percolation readings made b�� on starting a p.m. �
- rdu«v
Test hole location 4 0 8 0 Bay S '1 d e Rd . , Hole number 5 , Date hole was preparecl 1���-�9—9 4
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test hole: �
Depth, inches Soil texture
0 — 12" Topsoil dark bro n loam
Method of scra[ching sidewall Kn i f e
2
Depth of gravel in bottom of hole inches
11-9-94 3 : OOpm 12
Date and hour of initial water filling , Depth of initial water illing inches above hole bottom
Method used[o maintain at least (2 inches of water depth in hole for at lea t 4 hours AutomatiC S iphon _
6
, Maximum wate depth above hole bottom during test inches
Time Percolation
:'ime interval, Mcasurement, Dro in water rate, Remarks
minutes inches leve , inches minutes per
inch
� 2 : 35 prefill 6
2: 50 3 : 05 " 3- 3/16 3 . 9 15 min
3 : 06 3 : 21 " 3- /8 4 . 1 " "
3 : 22 3 : 37 " 3- /2 4. 3 " "
Percolation rate = 4 • 1 minutes per inch.
�I -
CERT. �00627
� PERCOLATION TEST ATA SHEET
Pcrcolationtestreadinasmadeb � S—P Testing, InC . 11-10-94 2 : 51 `i ���
� } on starting at E�.ni.
4080 Bayside Rd. 6 ������ 11-9-94
Test holc location , Hole numbe , Date hole was prepared
Depth of hofe bottom 1� inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark bro n loam
Method of scratching sidewalf
Knife
Depth of gravel in bottom of hole � inches
11-9-94 3 : OOpm 12
Date and hour of initial water filling , Depth of initial water illing inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at lea t 4 hours_ AutOmatlC s iphOn
, Maximum wate depth above hole bottom during test 6 inches
Time Perco(ation
�ime inten�al, Measurement, Drop in wa[er rate, Remarks
minutes inches level, inches minutes per
inch
� 2 • 35 refill 6
2: 51 3 : 01 " 5-1/2 1 . 8 10 min
3 : 02 3 : 12 " 5-1/2 1. 8 " "
3 : 13 3 : 23 " 5-3/8 1. 9 " "
Percolation rate = 1. 8 minutes per inch.
i
� - �- � � S-P TESTIN , INC.
951 KATY D I D LA E
ST. MICHAEL, MN 5 376
497-3566
STEVE SHIRMERS
October 31 , 1986
Rick Stueland
4080 Bayside Rd. (Co.Rd. 84)
Orono, Henn. Co. , MN.
This system is designed for a Type l, thre bedroom home and in accordance
with the Minnesota Pollution Control Agenc standards WPC 40 and local
ordinances .
The soils on this site are typical of SCS oils mapped - KkC - Kilkenny
loam & Erin soils . A seasonally high wate table was located at 18 " & 24" ,
(mottling) . Due to the seasonally high wa er table, a pressurized mound
system will need to be installed. The bot om of the rock bed must be lo-
cated at least 3 ' above the seasonally hig water table.
This site has a holding tank or tanks , whi h overflows to the surface. This
tank or tanks must be abandoned, pump & fi 1 with soil . Two new tanks will
need to be installed.
The soils at a depth of 18 " have a percola ion rate averaging 8 . 2 min/inch
and are adequate for treating septic efflu nt.
A pumping chamber will need to be installe to lift the effluent to the
mound system.
The manifold and supply line pipe must hav back drainage to the pumping
chamber . The distribution pipes shall hav their ends capped. Be sure the
rock and sand fill material are clean. Th sod layer below the ent;.re
mounded area must be turned over, just bre k up the sod, be sure no�. to
over work.
The power supply and switches must be loca ed outside the manhole and pump-
ing chamber in a weather proof enclosure. A warning device must be in-
stalled with a light and sound device, thi is in case of a pump failure.
(Mercury floats are a good method) .
All neighboring wells are located more tha 100 ' away from the proposed
treatment area and 50 ' away from the tanks
Keep all heavy equipment off of the propos d treatment area before and
after construction as much as possible. T e treatment area should be
marked off before construction.
With proper installation and maintenance, his system should have no prob-
lem in treating septic effluent effectivel .
It is recommended that the septic tanks be pumped
every 2 years . Soil and Percolatio Tests
Septic Systerre De ign ��. �� ^
SBS/ds Steven B. Schirmers
� i
L-13
CrRTIFICATION # 00627 Lo s of Soil Bori s
Location or Project R'
' , .
B:orinc;s made by S-P Testin Inc . Steve Sc irmers Date 10-29-86
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger us�d (check two) : Hand X , or Power , Flight , or Bucket X
Depth , Boring number 1 Dep h , Boring number 2
in in
feet Surface elevation 92 . 4 fee Surface elevation 93. 4
0 - 0
Topsoil very dark
brown 0 - 10" loam Topsoil very dark
1 - Dark gray loam 1 brown Ioam ,
1-1/2 ' -mottling
10" - 1 ' 10" 0 - 1 ' 8"
2 - 2 2 ' -mottlinc Dark gray brown
Olive brown clay loam 1 ' E" - 2 ' 4" loam
Olive brown strong clay loa
3 - 3 - 2 ' 4" - 3 � 2��very moist
1 ' 10" - 3 ' 8" Gray brown silty clay loam
3 ' 2" -- 3 ' 10"
4 - 4 -
Olive brown loam
Gray silty loam
5 - 5 -
6 - � 3 � 8�� _ 6 � 6 - 3 � 10" - 6 '
7 - 7 -
8 - 8 -
End of boring at 6 feet. En of boring at 6 feet.
Standing water table : St nding water table :
present at feet of depth, pr sent at feet of depth,
hours �after boring. hours after boring.
Not present in hole X No present in hole X
Mottled soil : Mo tled soil :
Observed at 1-1�2 feet of depth. Ob erved at 2 feet of depth.
Not present in hole No present in hole
Comments : Co ments :
L-13
CF`RTIPICATION # 00627 Lo s of Soil Bori s
Locat•�on or Project Rick Stueland
Borings made by S-P Testin Inc . Steve Sc irmers Date 10-29-86 � �
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Dep h , Boring number
in in
feet Surface elevation 90 . 0 fee Surface elevation
0 - 0
Topsoil very dark
brown loam
1 - 1 -
0 - 1-1/2 '
Very dark gray loam
2 - 2 ' -mottling 2 -
� 1-1/2 ' - 2 ' 4"
3 - 3 -
Very dark gray clay
loam w/traces of sand
4 - at 36" 4 -
5 - 5 -
6 - 3 2 � 4�� _ 6 � 6 -
l
7 - 7 -
8 - 8 -
End of boring at 6 feet. En of boring at feet.
Standing a�ater table : St nding water table:
present at feet of depth, pr sent at feet of depth,
hours �after boring. hours after boring.
Not present in hole X No present in hole
Mottled soil : Mo tled soil :
Observed at 2 feet of depth. Ob erved at feet of depth.
Not present in hole No present in hole
Comments : Co ments :
, �
' � YERCOLATION TLST D TA SHEET �
Steven B. Schirmers 10-30-86 g ; 26 � a.m.
Pcrcol.ition test readings rna�le by on starting ar p.m. ,
fda�r/
Test hole lorition Rick Stueland , Hole number 1 , Date hole was prepareci 10-29-86
Depth of hole bottom 18 inches, '�iameter of hule 6 inches
Soil data frum test hole:
Depth, inche� Soil texture
0 — 10" Topsoil very dark brown loam
10" — 18 " Dark gray loam
Method of scratching sidewall Knif e
2
Depth of gravel in bottom of hole inches
S : OOp. rn.
� Date and hour of initial water filling 10—2 9—8 6 Depth of initial water illing l 2 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at lea� 4 hours Automatic s iphon
, Maximum water depth above hole bottom during tesr 6 inches
"I'ime Percolation �
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level inches minutes per
I inch
+ 9 : 15 prefill 6
' 9 : 26 9 : 56 ; " 3-3 4 8 . 0 30 min
i 10 : 00 j 10 : 30 � " 3-5/8 8 . 3 " "
10 : 33 11 : 03 � " 3-1/2 8 . 6 " "
�
� I
i
i
� _.
: '
� Percolation rate = 8 ' 3 minutes per inch.
YERCOLATION T�S'I" ll TA SHEET ' '
, Steven B. Schirmers `''"''
Yercoiation test c�eadin�s made by � 10—3 0—8 6 starting at 9 � 2 7 ,n�. ;
(durr)
Test hole location R i e k S t-u P 1 a n c� , Hole number , Date hole was prepared 1 �—�9—R h
llep[h of�hole bottom 18 inches, Diameter of hole 6 nches
Soil data from test hole:
Depth, inches Soil texture
0 — 18" To soil ver dark rown loam
Method of scratching side�vall K n i f e
Depth of gravel i�bottom of hole 2 inches
S : OOp. m.
Date and hour of i�itia] water filling 10—2 9—8 6Depth of initial water fil ing �� inches above hole bottom
Ivlethod used to maintain at least 12 inches of water depth in hole for at least hours Automatic s iphon
,Maximum water d pth above hole bottom during test 6 inches
� Time Percolation
Time interval, Measurement, Drop i water rate, Remarks
� minutes � inches level, i ches minutes per
inch
9 : 15 prefill � 6
9 : 27 9 : 57 I " 4-1/ 6 . 7 30 min
10 : 01 10 : 31 ; " " �� �� ��
10 : 3 4 j 11 : 0 4 I " �� �� �� ��
Percolation rate = 6 • � minutes pet inch.
PERF�FATE� �OAMY SAhD CaP
LATERQLS �'���R O�FBRiOTEXTI�E pERFORATED LATERAL
,,�s:'
�,F ,�"', � '"-'.,.:;��,..r :�.- -i'.:: GRA55 COVER T OPSOlLS -
SANDY LOAPA SOIL � �' �- y'� -� :���:'.' ' :�EAN SAND FILL _
� �:
'i � '//�' •� �:�� b1AXIMUM SLOPE--�
' '; f i•' ' � �'"� 3 TO I
r"
IAYER OF GEOTEXTILE " �f �` F �/ CIEAN ROCK d'
�. � ;� '�/ � .� � a �
FABRIC OR *#-�NNiEs-OF ' • ,•,, ✓./ �/ � TOPSOIL pLOWEO OR �a TO 2 /z INCNES _ y, SLOF
HAY--68N�R[B-BY �. ' '% .' " ' OiSKED SURFACE _
$Uf�6tN�'Pl�PE-R ��� �� / z� �j� � Suesoi�
��� �� i CROSS SECTION A- A �
I�/z� OR 2` ,'"•. �, �` � �
Pf PE FROM PUMP-� �',' ��� i:/�i / 'r
y� ,� ./' �� /' �,';;
�� ' P�PE FRpM
3� _Z�/ i'� �% //, / l� � PUMPING CHAMBER
CL�AN F�OCK � '' � .
.�'� w ,� � DIVERSION F�R � � ' � � �
,�' � � � �� .� SURFACE WATER ' w ' ' � � I ,' , ; ,
6" TOPSOIL�, %�• , � i �' -_ Y _
•S. ' �'� �.�/ �'s / �_ -
���.N`.>._�_•yd_. /� ,f� if �//.� �..y� - I. __ — -� '—_- _ _
1 a'f- � � �' // � •.��, PERFOR4TE0 I
_�;��`'�-, _ "�:� ���r9� �/ M/�x - LATERALS -
, �%t ` -.:,•_ ,/„fi: �j � ( /�� ��
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UP '�� - �, `� - � �' -
g NAT� ' ~' '�'.� .�.� , Q - � , � �, , � � a
A�R�ERRaI :.. . . - � z i = � � - �
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_ �-_,�_°-,�--,°�-�-r-N c�— .
_ 1NCHES I —
LAYOUT OF PERFORATEO PIPE LATERALS FOf2 _ � � ; � _
PRESSURE OISTRIpUTION IN MOUND -- � � -
�--'- - -� � �
— I 10 FEET�_piKE
DIKE ---�+�' MAX.
�PERfORATED P�ASTIC PiPE _ ;'
TOTAL WIDTH `\,
A�IN� , '` �
�PERfORaT10N5 SPACED 36' ORA��pN SP � , i I I ' ; � '
END ON CENTEFi. P[RfORAT10N --' RF � / 1
V l E W �RE/,M,AY 9E 'i�6: 'h� �' 1 6� iS PE � P�AN vlEw ` �
-- � �� �- —
��� � 2�MANIFOID ���� END PERfORATION OF A PERFORATED LATERAL
_ I% PIPE /�y .
°� J Gro» Cortt
L PERFORATIONS ON BOTTOM OF •;�� �� ��.,,�i_
\Q PIASTIC PIPE 'z'� �\ '/,,/ 5��rovaou , ,�.�--
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� '-� -�ll.LTE�iNATE lC.'ATION � w�trc-n2 msm voperl-
� Of 7iPE FROM PU�+�PI
/�� ^Perlo` Ian DrdleJ fbrtroMally
// /�i _t•x • .�In�o C p N.or Top
►.r' .
L END CA� Q��. � � i i/i Plm ,. -A� L�osi i2'io Edq•
�IRQ(, an Fleld RocM -,• ol RocM Lay�r
/ Lp� � ' � .� .... . .-Perlwo�iont"l�ca�ad ol
�/ FpFAlE� Z�PlFE fROM . . Cl�an Sond l.oyer Boiiom ot Lai�ral
i
/% F pER POMPIMG CHAMBER � � . �
a�- GrN o -.�----�v-�--�-iv----.v-----w
\ �fN Orlpinal $oll ProP�rly Scalfiad . .
/ 8dw�Plocln0 Sond Loyn
�-1..1 1 � _ .
REOWOOD, CED(� OR
WATER T IGI IT Q �OCKAB�E CLECTRIC ��X—� TREATED POST (q x 4 min)
PLUGS Oft E�ECTRIC CONNEC7IONS— --- - NSI EL BOX IC CONNECTIONS MA�E
2" PVC CONDUIT SCHEDULE 80 -�-
MANHO�E COVER CHAINEO 8� LOCKED 6�SPACE LOOP OF POWER CORD FOR
� `SETTLEMENT
�EaLED MANHOLE RINGS- _ � .FINAL GRADE
-- � �` � , �
�� �":'` AT IEAST 12� ''`�'�
- � BELOW GRADE
UN I ON
WIRE fROM POWER SUPPLY
^ - - PIPE IS �AID ON A U�lIFORM SLOPE FROM
/}� . FOR ROPER NORAINBAC OIL TREATMENT MEA
SEALE� TANK COVER- �IF PI E AT TANK MUST BE �OWER THAN
UNIO . TO GET ELEVATION FOR ORAIN�ACK,
PLASTIC ROPE OR CNAIN A �/� tNCH WEEP HOLE MUST DE USED
WITN ANCHOR----�� — H;EE HOLE
ALARM FLOAT ON SEPARATE
EL[CTRICAL CIRCUIT---
NOTE � E�ECTRICAL WIRE FROM POWER SUPPLY
STqR7_�EV���__ _��� _ _ MUST NOT RUN OVER ANY TANKS 8U3
MUST BE �AID BESIpE 0T11ER TANKS
3"� `� AND MUST BE PL�CED IN CONDUfT
ALONG POST
SNUT-OFF LEVE�Q_ __� __ __ __ E�ECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CO�JDUIT WIRFS CANNOT NAVE GROU�O
PUMP CONiHOI FL�AT / - CONiACT.
���
-- �
Fi�ure �'-R
.
METAL
COVER
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CONCRETE= - ,=s�'
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RING
METHODS OF SLCURING MANHOLE VER TO PREVENT
UNAUTHORiZED EN RY
Fibur.r,C-i4
I �
i
VERTICAL SIDEV'JALL S PTIC TANK
/ FINISHED RADE
,. i
- AT LEAST—�- 6"T 12" SOIL AT LEAST
I"
4" DIA. COVER �� DIA. -�.,
MIN � AT LE�ST`I"__ - � AT LEAST I" -
� • - �' � • _
- } �
__-� � ' A DIMENSION$ FOR TANKS WITH VERTICAL_SIOES A
- WIpTH W 24" MINIMUM ___
LENGTN, L 2 T0 3 TIME THE WIDTN __
B DIAMETER 60� MINIMUM _ __ __
, � DEf'THLD _ 30"_MINIMUM• 78" MAXIMUM_______ C �
__ n. 0.2 � __._ --
AT LEAST g 6" MINIMUM; _2 D MAXIMUM _ 6«
3•� - � - - 0 4 0 --
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�
DATE T E
CITY OF ORONO CALLED IN �� .�'
INSPECTION NOTICE SCHEDULEO � — ��
PERMIT N0. � c MPLET o �
ADDRESS P.� � �
OWNER CONTR. ►'� +
TELEPHONE NO.
� DESCRIPTION
� Ot FOOTING 11 MECHANICALRI 18IXCAV/GRADIN /FIWNG
y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/W NDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVA
Z p4 WqLL gp. 12 WATER HOOK-UP 17 SITE INSPECTI N
Q
= OS FINAL 14 SEWER HOOK-UO O6 PROGRESS
� 07 DEMQ—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
Q 07 DEMO—FINAL C INST 22 FOLLOW-UP
i 09 PLUMBINO RI AL 35 HARD COVER EMOVAL
� 10 PLUMBIN 36 FOUNDATION EMOVAL
Z OWNER/ NTFiA OR TO ME Y U•_ S NO
� COMMENTS: — � d�� C�l'1
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W
W L CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF O UPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. r pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
!�CITATION ISSUED I
❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J
OwnerlCoMractor
Inspector. ��
White Copyllnspector's File Canary CopylSite Notke
DATE I T ME
CITY OF ORONO CALLED IN
INSPECTION NOTIC SCHEDULED �� ` �
PERMIT N0. �y� COMPLETED
� r
ADDRESS �
OWN ER CONTR.
TELEPHONE NO.
� DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GflADI /FILLING
�
� 02 FRAMIN('i 13 MECHANICAL FINAL 19 LAKESHORElW LANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVA
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTI N
Q
= OS FINAL 14 SEWER HOOK-UP 06 PROGRE'SS i
~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
� 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER EMOVAL
� 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION EMOVAL
� OWNER/CONTRACTOR TO M YOU:_YES
� COMMENTS: —
�
�
W ..� -
a
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J ' ,� �
� /
O ,�
� �
W �
Q � �., -
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d�ORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� CORflECT WORK 8 PROCEED ISSUE CERTIFICATE OF O CUPANCY
W
O C', CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
CICORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN I
INSPECTOR WILL RETURN :
C STOP ORDER POSTED.CALL INSPECTOR
- CITATION ISSUED I :;^"'
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
i
Call for the next inspecti n 24 hours in ad ance.473-735
OwnerlContractor o -
�
Inspector. c�
White Copyllnspector's File Canary CopylSite Notice
v
DAT . 1ME
CITY OF ORONO CALLED IN �"/� Y'��
INSPECTION NOTICE SCHEDULED � �_ � �
PERMIT NO. ��:Z`� 7 COMPLETED
ADDRESS �G�yc-` �' �_,_ ;,_< r�!� /��>�
OWNER �_!� �7.1 - "-�,� CONTR. l'.,v � � � ;, :�
TELEPHONE NO.
� DESCRIPTION �
� 01 FOOTING 11 M HANICAL 18IXCAV/GRADIN /FIWNQ
� 02 FRAMING 73 MECHANICAL FINAL 19 LAI�SHOREJW DS
Q 03 INSULATION 24/25 WOOD BURNER/FIflEPLACE 34 TREE RE OVA
� 04 WALL BD. 12 WATER HOOK-UP .�_SITE INSPECTI
Q
Z 05 FINAL 14 SEWER HOOK-UO O6 PROGiiESS
~ 07 DEM�SITE 27 SEPTI 21 COMPLAINT
J
Q 07 DEM�FINAL 15 SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTI FlNAL 35 HARD COVER R MOVAL
v 10 PLUMBIN�FINAL 36 FOUNDATION R MOVAL
Q OWNER/CONTHACTOR TO MEET Y U:},-�-YES NO
«� COMMENTS: —" ��1�� " ^�-"� '�;�� � �I
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� j�X i� � ' � ,-;'�� i
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W
WL CORRECT WORK 8 PROCEED �� ISSUE CERTIFICATE OF OCC PANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOfl �-''CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnerlContractor -
r
Inspector. ' � � ;!/��
White Copylinspeclor's File Canary CopylSite Notice