HomeMy WebLinkAbout1992-004721 - new septic system :
PFRMI�'
CITY OF ORONO t _ pERMIT TYPE: °-;����; t:; �;�'�"���
1335 Brown Rd. South • P.O. Box 66 Permit Number: {-'�'��'��''�
Crystal Bay, Minnesota 55323 Date Issued: 5��`'?`-'-����=���
(612) 473-7357
SITE ADDRESS:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: - H����i �-�_=�i��� - OWNER:
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APPLICANTiPERMITEE SIGNATURE ISSUED BY:SIGNATURE C�����
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APPLICATION FOR SEPTIC SYSTEM PERMIT � �--,� _ — I I ��
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
***t******t**f*f*t***#****tt***�********t********t* *�***t*********tt#**
General Instructions: '` 9 -��a��
1. You may a�.L.�� for septic system permits by maii or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not valid until you receive a permit card.
3 . Work must not begin unless the permit card is available on the job
site.
4 . Permits will be issued only to contractors holding a City of Orono
Septic System Installer' s License.
5 . 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 Approvai" cover sheet signed by
the City Inspector.
6 . The f ollowing inspections will be required for all septic systems :
a ) Pre-installation site inspection to incl.ude 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 instal lation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verify that all pump station (where required) components are
f unctional and comp ly with codes.
7. Individual holding MPCA Installer Certificate shall be present during
install.ation. 24-hour notice is required for all inspections.
****************�r**t****�**�****�**t********t*****************�r********�***
,
Jos sz� AnDx�ss: LS .�� � k. �� . _
Occupancy Type: Residential� Commercial Other
_�
Owner' s Name : ��V�y � c�{�= ,.ti Phone:
Mailing Address: yf v� ,,�� �r-�� S�,r�. Lcti,.� City: ��rvkp4�f� {�t�. Zip: ,�.►- �Y�'
Septic Contractor' s Name: ���vcr- ����.�� �c; Bus. Phone: 7Z.� ' ��f-� �
Mailing Address: � ✓� Z�G� City: ��c���c��i-��= Zip: J a .37y
***#***�*****##*��*�****f*:�*********#*�***�*****#***f �******:********:****
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;EPTIC SYSTEM PERMIT APPLICATON — PAGE 2
Permit Type & Fees (check one)
� New Construction, Full System $100 . 00 . . . . . . . . . . . . . .
Repair or Replace Existing System $50 . 00 . . . . . . . . . . . . .
0 .50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMLNT WITH THIS APPLICATION
b*�f*****t#*��******f******�*:�**********t*******�***�***********�*t#*#**#*
dOTE: Applicant must initial all. spaces. Fill in all appropriate blanks,
check all appropriate boxes.
Initial
OC��� 1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
�.�� 2 . I will be installing the following: n�`'���"`�'i�
A. Tanks: �Precast Concrete Other Manufacturer !/�,c.3.c,c%,:%'�
Tank Capacities : 1 ) c,�/ V� gal . 2 ) �2/ �U gal . 3 ) J��� gal.
�a��;�,,,..
B. Pump Station (if required),., c��. hLAy^���� c,,c,fi�l G���k �(�:`"� '� �
��--s t�t 1 e. ��
Pump make & model S/��0 ; �'' �,;�tr (attach pump curve &
literature) ; system design requires �gpm at 2 3 feet
of head. High water alarm make & model `T,,..�' S�u.�
Outside electrical. work to be completed by installer
�electrician other Inside electrical work
must be completed by electrician. •
C. Treatment System:
� Tren che s: ,7 2� s.f. � Mound
�De th of rock below pipe lZ " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final. Cover/Topsoil to be: � borrowed from site
(show location on site plan)
trucked in
�****#f*#***************************�*�********�***#******�*t*************�
mhe 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
o= Minnesota, and certifies that aIl statements made on this application
are complete, true and correct.
Signature of Appiicant: �.,�u.-f� ��,��,- Date: `(%�f y" �t�
_dPCA Certification No. : =�l (z�j� � �
CITY OF ORONO Permit #
, - S�PTIC SYSTEM APPROV�iL Fee $
Entered By
The General Contractor will be given snb contractors.r S P IC SYSTEM
responsi b le fo r i t s d i s t r i b u t i o n t o a l l
DESIGN IS NOT CONSIDERED AS APPROVED IINLESS THIS SHEET IS ATTA C H�-
Q} � ���� 2-SSS �<�X �r-
LOCATION: �� ! �ID , l d� �L
GENER�L CONTRACTOR: � I�'J t_ �`�__) % ��,� ���r
PHON$: 5���_�j`' c- I
PHONB:
S$PTIC CONTRAC'1'OR=
S) ,� PHONE:
OWNER: �l/
�APPROVED
�� CONDITIONALLY APPROVED: (Note Changes Below)
�, � , ,� ,� ,
CO�NTS:
S��r. �' - �
NOTICB T� f FheAlnspector (�73 735�?S Cai1 forpDnspe tions 24 hoursDinsadvance ave prior I
approval o
FOTZCE TO GSABRAL CONTRACTORSo Primary and alternate drainfield sites MIIST be protected
prior to and after system installation to avoid compaction of the natural soz�.
T � ,,SII� �g pg�� p�' prior to buildina site excavation and fencing mnst
�'% ����""" g. roval to pour footings will no� be granted
remain in place until final site gradin App
uatil the Inspections Department has verified that primary and al.ternate sites are
adequateiy protected.
HO vSHICIII.AR TRAFFIC �F AFY 1GIND �cars, trucks, earth moving equipment, etc.) is a�lowed
within 20' of testedo ds Ze wo king1ongand all adj ceat lotste You couldcbeSheldtliableTfor
applies to the lot y
damaging sites on aeighboring Iots.
�$=CIIy�g SgggglC CB.N CBIISB SOII. COSPAC�beHcause$fo�s=�revocRat'onI o�build ag gp��•
Evidence of traffic on drainfield sites maY �Z Z be issued.
Damaged alternate sites must be replaced before a Certificate of Occupancy
-- ����-
�' L����, � �
g it� os Orono )
Date Approved
,a .
. . ,
.: , •
S-P TESTING, INC.
� �� � � � . 9�'(� KATYDID LANE
� ; � � � �.� � �
,S�'. fVIICHAEL, MN 55376
�,
�� ��,:-r ��.� , ,_ . . �;,�' . ;�; ,".: 497-3566
Steven a. Schirmers
April 19 , 1990
Bill Stubbs
Lot 9 & 10 , Auditor ' s
Sub-Division #229
Orono , Henn . Co. , MN
This system is Designed for a Type 1, four bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances .
The soils on this site are typical of SCS soils mapped - LrB - Lester
loam. A seasonally high water table was located at 60" , 66" , 68" & �
80" , (mottled soil ) . The bottom of each trench must be located at
least 3 ' above the seasonally high water table. A standard trench
system can be installed.
The so�,ls at a depth of 24" & 30" have a percolation rate averaging
17. 9 min/inch �nd are adequate for treating septic effluent.
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 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 supply line pipe must have back
drainage to the pumping chamber.
Approval is need to be less than 75 ' from the wetland & less . then 20 '
�from the property line.
All neighborinq wells are located more than 100 ' away from the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area before and
• after construction as much as possible . The treatment area should be
marked off before construction.
� CONT ' D ,
Soil and Percolation Teits ' �
Septic Syatem Deiign '� ,.
' ' � 2) Bill Stubbs
.► ' � '
With proper installation and maintenance , this system should have no
problem in treating septic effluent effectively.
Recommend to pump the septic tank every year if there is only 1 tank
& every 2 years if there are 2 tanks .
tt�--� � •
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Steven B. Schirmers (js
SBS/ds
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C_ � � — — — — —9 S 3 � 4� .,�/;r Ze`�. � A i`�I � sr QYIC�OffOft �£515 S��{e= �rl- yD
i �.r �"��y:` �� . %1��� . � . Xsoil Borings
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� r� �,�� I � ��o ��" Note� l�his system is to be constructed to meet
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i f.�.,�r?P;;� `� the M�nnesota Poifu!�on C�nsrd A�enc�
' L�r93� _ __J_ _ _c_�,' _ q�3, '1 �,�a...,e«:. � . �Nso� Ch�pter 7050 & .Local Ordinance
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i I G?`.C� � a.'l�L1N�F-fAUAlti.asLL c' .
� � �"" �� ' _� � Check all underground utilities
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S-P TEST/NG/NC.
' _ _ _ � Fox STR e FT _ _ De�q�e� Br- ���- (��. ���..,-
Da:e '�- /:5/�� Pti.6.2 -497-3566 ,
- - -- -- -- - - - - - --- --------r--- ezisting qrode ..
' � back fill 6 min.
� 3��t�4�� loyer of uncompocted � f+ ,
� hCy or strorr Covered with � O 4 p�� d1°�
' . red rosin poper
_t � .��.
��..�o-C�� �e���c ��x� -Ti�Qv. �I ��rock filter moteriol� , �
�Qv-� za�r� ,�,A� r�� -ta �_ !�
1 T-��A LL�t� f1', A �€L_€_
� ...,�,,.�. �e�,»_���a�.�.a.T roke sidewalls 8� bottom to �
- cs� wss�s� �
SET- BACKS . remwe� smeoring
�8=36'�
J-tOlJSE .System must be� �
" Tank s� from property iines TRENCH X- S�CTION
' 2� from wells
3;1 from bldgs. y (m�n. ot two trenches 1
� ��` � Wt��1��t�"R` � � .
r� Treatmer� area = �from lakes,�st�s �vA¢�„��..�E ��ss� (mmc. Iength 100 )
Treatmerit area �� from property fines
y-�Nvuo F� irv+x (." •,�'from wells
A�"`:,`� �o �from bldgs. �
cacccx.
'- - � 'from trees ote�Power s�ppfy and switches must be in o weather SOIL BORING ELEVATIONS
s�nQ- �t3�-+.0 � i i , proof endosure outsidQ pumP'n9 Chomber
�r"m' . 9�, .s�, � � i � ; � � � TH=1 EL.-�c� -�-','�Co- ��+�,i.{
� �_� � �--�� ---� TH.`2 EL.�:�
-_=�-��s' s`ti �-r�-- --; .
Droa to Tonk Tank Tonk ��_,;��_; :_ � ' Grade lo %sbpe TH. 3EL.-4u ,
ao'oc G� �
„ 1 F�v-��N�L-°+�+�.� .�At ieast 41/2�of undi�turbed TH. 4 EL.-.���t
Min, I to8� � eorthbetvveen irenches TH.`5 EL-`�ysl
,� , . PumP+n9
Mox.l to4 � �a����� s�A� Lo� Chomber DROP BOXES F!�VaTION ot PROPOSED PUMPING
4��to 6��dio.ppe CHAti�BER-33`-� (ground elev.)
P,��P �:.b.0
�.. � '. _RPY�o JY . SLA� G,=r7,3`�.O
--- - - -- -- - SYSTEM D�..SIGN M:o,x ��z� N ou<< �e n��u 1� p�:.� -r��or.,-,�,,� -r [�-�e a
TYPE-i,�: BEDFi00M - Percolation rate !�.q min.lmch {design ��-3o min./inch) - --- - -
Treatment oreo ►equired��,u/� of rock filter matenol�,�10`/0 =b� sq.ft. of trench battom oreo needed =_��trench width = lin.ft.of trench needed , number of drop boxes
� (to be deiermir�ec by the installer) '
_ Number of tanks required� , Ist tank ic��gaL , 2nd tank�goi. minirrx�ns
. � .
Cieon rocic 5� cu.yds. ( 3/4" to 2 l/2��dia.,includes 2�above pipe ) � ' PROPERTY OF� R�:-�- �'a t�'�s
Purripv�g chomber cop�city= 25% of doily sewoge �low of��9ol.�gal.+�Reserve.storoge�o!.+ Pipe.back drninage�gal=�1'�gol. c�np. �,-� �i � I D . A���To'�'S
� ' lSOM� � �� - 1�.Q�G �- Yup.�o U�C' min 100'J� 1. La � �L1�— �1�151�1-� � vZo�..�}
( Reserve storage = �el./bedroom =�pn •yal. + pipe bock dro�oge-� gai./IOOiin.ft_3 pipe- tength of p'►pe needed epnl3c ft =�,1gal.) �oy�p T,,�� - ,���. c.o.
- Pump size�hp w/mercury float p�anp corthnls 11sc-� 1,3 �+cno ��s�� ��.sc.un��-� yox � �,��.,,.n .S-P rEsrirvc i c ,
No te� When cor�stn�cting bed - , this oreo �shoul� be shaped Note= Distonce from treatrnent orea to neighboring we!!s— Designed By� �0^^—�- �
• � � � divert nm-off from eMering treatmertt orea. U�'�� '��A� l U 0 i
Dote'�/!.2/�-�. , PH. 6t2-497-3566
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y _I _ .. 1 V� , I
�c_ y- � � .,4�s,�„�,� °� .��'. .� 6 P�rcaotion Tests Scale� 1 '= yo�
( , � � — - - - -9asJ' i . ' _ '�
\ ` �
i I ? ��qy`�` _ �"�� � • � XSoii Borings
-,_-- a��: . No.n� � � � � � � �B� Mork
--�y _ � � wcou��
� �..c�aTi o►-: a "✓ �yi� �
� ' i � -
� �� bA� , h� o� `''" L Note= This system is to be constructed to meet
� _ / i� � � — ��eP�� � the M�nneso1a Poilu!ro� Conrrot Agenc�r
�9.� _��.'_ 5��,< I �,�p,,,e«- -�'-''�''e� I Cha ter 7060 & .Local Ordinance
�`— =- --J— — — �:. .� , exe`�r�siera P
/ I �' � � 11.�E� , I
� � z1 !� 3.7 p L��-�Ff AVAI�..AstC �
/ �
� "`'`�`" • ' ' Check al l underground utilities
�
� �. ���^ / , -
� Y
d�v�i P�c�CSF•� \�� � �/ - � �
'` Ar:•,S s ���! GC�8'6S _
p � � _ .� PRCpERTY OF= ��v�-
� • \ - � . �-o-� q �- ti a � A��l���
rq,9 �
o`f ' ' � �16-�1il�s�0*1 �o.a�.
I a O'�o�-1D t-'1�-1. , N��lJ. G o-
�'tlivr� .
S-P TEST�NG/NC.
— � — 4 Fox -sTR e E-r — — Oevgned Br: ��.�..-- �- 4__ ,..,..—
�-::::: Do:e�.�/19/.�? PH.62-497-3566 ..
---- i��u�..�.���t� .�..����UG 11�t,Hlt'1C.1�♦ J1JIAl•� WUF�KSHF�Fi�T �-- -r-�—
� rZ.ow - D-7
. ' .�. 'Esrimated �v o � (� p_7 or I-3,4,5)or - -'
measured — gpd a'n�srm stwac� �o+vs iN c.�u.o� F=_� �Y
W o�ER r►E OF RfS�OE'�CE°
SEFTIC TANK VOLUME ��,,,� I a � _
B. 2- r o c,� o gallons(See C-3 or G5) z aoo zz� �e- � _eos
� ,so 300 :,e ,,
SOILS (Site evaluation data) � 6� » �s ' "^""'
C. Depth to re�tricting lay�_ '"�-o"� -fo �, �- � � �t s � +x z�. r,�=:
D. Maximum depth of system C-3 ft= :'���� feet T �� � no °'
E. Perrolation rate I � . � MPI e �zoo ezs �o• co�
F. SSF f•�� sq ft/gpd(See D-6. B-29)
TRENCH BOTrOM AREA
H. For trenches with 6 inches of rodc below the pipe: C-3
A x F= x = sq ft of bottom area
I. For trenches with 12 inches of rock below the i sernc TANK CAPACTTIES. IN GALLONS
P Pe' uov�o c�+..c-
A x Fx 0.8= x x 0.8 = sq ft of boctom area� ►�or ,,,.,,,,� „m„a,,,,,.�
J. For�enct�es with 18 inches of rocfc below the pipe: �� �+�w�►crn► o�sros��
A x F x 0.66��_x !•�_x O.b6= �,�.1 sq ft of bottom area-�����=�a� , a„� ,s• ,,,s
K. For trenches with 24 incfies of rock be�ow the pipe: ���
AxFx0.6= x x0.6= sqftofbottomarea +e•o ,�oe
BED BOTT'OM ARFA s o"� '��e t=�a
i.�,o�• :oo� �eoo
L. For se�page beds with 6 or 12 inches vf rocic below the.pipe;
1.� xAxF= 15x x = sqftofbottomarea
ROCK VOLUME IN CU FT
\4. Rocic depth below distribution pipe pius OS foot rimes bottom area:
M =Rocic depth+ 6 inch�s x Area (H,I,J,L.K) B-?9
( I• S+05 ft)x,�= l�l S 5 cu ft � so�� cww.cTc��sTia ..a aeouu�a :.riErs
ROCK VOLUME IN CU YDg i0" �cE T"E"T"°'T
N. Voiume in cu ft divided bv 27 �� ��+�*�u �o� *�.t+wr. M.�
M +27=Cu vd51v5.;+�]_ Ci . N yds .o�.�iou ,..t � ��cxLRawa �a•uw%c�
raurs►oi �rG� tQ� I r t�. i lou.�t •s�
ROCK WEiGHT
....�..,..�.o.�• �..oi
O. Cu�ic vards times 1.4 = tons o.i rv , �"`,,,n, I o., : ,.m
� o.i ,o e rwe s+w• i v ' ow
. N x 1.4 = tons �y -x 1.4 = � tons �,a ,� iy,,,o,�y„I �j� : o��
�s � �o ,,u� � �.n neo
n �o .� i uu �o�r zx a�o
DISTRIBUTIOIV •.•o �o a.*wu.I un a.�
iCheck one based on slope) "'O"`" ""'' `°• � "" i — —
•L w. ����.�.�.��.�r.w.r� •r�
Bed (less than 6 a slope) ;�--�'��'��'�"��M�tiw
Sw���nw�.�.��•...�.Nr�...�..�w�ww
Trenches
✓ Drop boxes (any slope)
Distnbution box (level to sli�htiv sloping)
11�L1`/CH LL:�IC� �•1•I•I•I•I•1•I.I•1�I.f.�. _�
�Z.�........... ..ti.....,.ti.,1
�•�'f'�•�•�•f•f•�•f•�•�ti;�� ' incn Co.•r.
P. Select trerch width = � ft �;.,.•.•.•.,.� •.•.�.�.�.
_� �.�.�,�,�,�,�.�,�,r,f,r,�,
��.�.�.�.�.�. .ti.�.ti.ti.�.ti� _
Q. Divide bottom area bv trench width: (H, l, J, or K) '� P = �•+•�'�•,�f "�''ti::�
,.�.:.:. ti...�f.f.
lineal feet ��:•:•�` ';:;.�.��
� �-...• �.r..... s inch Pine
�.�.�.ti. �.�.ti.�
'1z`1 +.,'�_ _���lineai feet •;:';;;;;, ;.:=::��
♦•1•�.�..1• ♦.�:•I.l.
t.a►wtv �xEA ....r..... �.�.1. �•�•�i —
�............ .. '•'•'•1
�.......�.. ��
R. Select tren fi s acin = _�feet �•r.�•�.f.�.i � � f.�.r.i• `„/
C p g, C271teT t0 CEI1tEf `� ♦ �•�•�•�•�•�•�•�•�•�•�•�•�
tiv:.�.f�I.l.d.�.I�l.f.I.�.� 'b
�.�.1.�.ti.�•1.�.�.ti.�.ti
!•l.l.!•I•1•!.l.�•I•1•I.�•
. !vluitiplv trench spacing bv lineal feet R x Q = sq ft of lawn area �:•••�•�•.•�•.•�•.•..+...�..
' r•r•r•�•i.�.�•�...�.�.�.i.i !r 21 in�t.
� ��•••~•`•,•~•~••.•••••i:::r: R�xft Below th
�I•J X .7�-1�. = f�l'� 5C� ft r r.i.�•r•�•i.�•�.�.r.
�.ti.�.1.�.�.�.t.ti.1.�.�•ti.ti�
�ti:�:'`.�f���������������1���
♦.��ti.♦ ♦��.ti•t•�.ti�1
�•I•I•I•�•I•I��•!.�•1•I�I•J•
��.�.�.t.�.�.t �.1•�.1•1.1•��
LAYOLTT (Use other side) r••-•.•.•.•.•.•.•.•.•••.,.•.
��.ti.,...�.,.�.�.,.,.,.�....� _
l..Select an appropnate scale; one square= feet.
?. Show pertinent propertv boundanes, nght-or-wav, casements.
3. Show locahon of housc, gara�c, dr�vcwav, and all othcr .
improvemcnts. cx�shn�or proposed �
�. Sho�• loc�hon and lavout of sewa�c treatment svstcm. � - ;��
�. Show location c,t watcr su�pi�� �•cii. .
h Dimcnsi�n all sct hacl:s ?[t�l �.�n--znnn .�i<t-nrc+5
A. Deteratiae pnmp capadtq:
]. Minimum sugge�ttd is b00 gallon�per hour(10 gpm) to stay ahead of �
waCez use rate.
2. Ivlaximum suggested for ddiv+Qy ca t drvp box of a home system is 2.700
gall�m pen c�ur t45 gpm)to preveat bwld-vp oE pressut+e in drop box.
3. Ux value hvm de�ign oE pcnsure diatribution rystem,
SELEtTED PTJMP CAPACTIY�Q,_g�m p�p��,�„�
� ,
B.Detaasi:te htad reqnirtmeat� � ��o Pbi�c a[Dischsrg
9vV�
1. EIevadon diff�r�between puntp�point oE di�rgt. F.i.r.�ion Di�es
2. If pumping to a pressure distnbutlon system,add Sve feet for pttssure . 9'`.<
r�e�uired at manifold ,
' - •� R1Eb
3. Friciion lo� , 13 iaelt ZO i� 3.0 i�h
a. Enter friction lo�e tabk with � and diame�er. tpm ��••r•tooelw.
� �� 10 0.� 0.20-
Read friction loss in feet per 100 feet from page F-18. 12 0.% 0.28
F.L = �•�ft/1C0 ft oE pipe -14 1.28 0.38
'. b. Determine total gipe length from pamp to discfiarg�e � 16 t.63 0.48
. pvin� Add 25 perc�t to pipe lengtti for Rtting . t8 2.03 0.60
' loss.or use a fitting loss ct�art. Equivateat pipe � �-4� 0.73 0.11
2S 3.73 1.11 0.16
� lengttt-1.25 times P�P�1�$th' 30 S.?3 1.3� 0.23
� 3 O x 1.25�� /�_feei 3S 7•40 206 0.30
c. Calculate total friction loss by muliipiying 40 11.07 Z64 039
43 14.73 3.2a 0.48
fridion loss in EtJ100 R by equivalent pipe leagth 50 3.99 O.SB
Total friction loss= �•� x�_+1pp��f� SS � 4.76 0.�0
4. Total head required i�the sum of devation differ�cr, � � � 5.60 0.�2 '
special hesd requiremenb,and rotal friction Ioss. � �
/ 9. + - +_�t___
(1) (?J (3cJ
'fOTAL HEAD �,��feet
C. Pump selettion D-7
1. A pump must be sdected to deliver at least ' O gpm (Step A)with at least
�,feet of tntal head (Ste� B). ar,w•*m scw.a� .L.ows i« caLLo�.s .a o�nr
raao.eFer rr►e aF �ees�oa+e=a
��� � a as a
D. Total Pumpout Volume ' 2 � � �� �
1. To maximize pump life�ezt sump aiu for 4 to 5 pump operadons per day. , ' `� � :,. «
�oo gpd+4= � So gallons per dose � � � � �:t.
2. Calc�llate drainbac.ic r �veo eoo zro
1. Determine total pipe length. I 3 o feet. ' 12DO "� 'a e�•�•
2. Deternvne liquid voiume oE pipe, gailons per 100 feet. (See pagt F-18) F-18a
3. Multipiy length by wium� Drainbacic quantity= e�,Q,�,� ;,,a,�,► c,uo�u ioo r�
I 30 fert x �gallons/100 fL =�,3_gallons. 1 4.4
'Suggr3ted drainbacic qt:antity is 10 pa�cent of pumped quantity. A larges drainbacic 1.25 .�..�.�
pc�centagt will d�pump station effideacy siighdy but pumpiag energy rnsts are
usually a relativeiy small part of the tota! household es�erg�y rnsts. 1.5 I0.58
2 17.43
3. Tatal pump out wlume equals dose vvlume+drainbac�c 2„5 24.87
� S�lons per dose+ a� gallons= � � 3 T'ota!Gallons 3 3$.4
.; 4 66.1 �
� - -
�;, .
L-l�
CERTIFICnTIO� # 00627 La�cs of Soil Borinqs � •
, Locatiun or Project Bill 'Stubbs , Lot ( & 10 , Auditor ' s Sub-Div #229 ,Orono
IIorings ma�e by ,-p Testinq, Inc . Steve Schirmers Date 4-11-90
Classifiction System: AASHU ; U5DA-SCS X ; Unified ; Other
nugcr used (czeck two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number � 1 Depth, Boring number
in in
feet Surface elevation 947. 6 feet Surface elevation 943 .0
� - 0 -
Topsoil dark brown loam Topsoil dark brown loam
0 - 10"
1 _ 1 _ 0 - 1 '
• Brown clay loam
• Brown clay loam
10" - 1 ' 10"
2 - ' ' 2 - 1 ' - 2 � 2��
Brown loam Yelloceish brown clay loam
� 2 � 2�� _ 2 � 8,�
3 - 1 ' 10" - 3 ' 2" 3 -
Brown sandy loam
• 4 _ . 4 _. Yellowish brown loam
3 ' 2" - 4 ' 10"
S r Gra 4 ' 10" - 5 ' bxown loam
5 -
Brown sandy loam 5 ' 8"-MOTTLING
5 ' 8"-WEAK MOTTLING -., ' 2 ' 8" - 5 ' 10"
6 - - ' 6 -
5 ' - 6 ' 4" Rusty olive brown •
loam
� _ Rusty yellowish
brown loam � - 5 ' 10" - 7 ' 2"
� HIT ROCK
6 ' 4" - 8 ' _
8 - 8 - �
End of boring at 8 � feet. End of boring at � � Z�� feet.
Standing 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 X
Mottled so.il : Mottled soil :
Observed at 5 � 811 �,eet of depth. . Observed at 5 � 8�� feet of depth.
Not present in hole Not present in hole .
Comments : Comments : � - - •
.. _ '..
L-l�
CEnTIFIC�ITION # 00627 Loqs of Soil Borinqs � �
. Locatian or Project Ri11 Sti�hhs . r,ot 9 � 10 Audit�r ' s Sub-Div #229 , Orono
IIorings made by S-P Testinq , Inc . Steve Schirmers Date 4-11-90
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, IIoring number � 3 Depth, ' Boring number 4
in in
feet Surface elevation 944 . 5 feet Surface elevation 952.4
� ' 0 -
Topsoil dark brown Topsoil dark brown loam
0 - 10" loam
0 - 10"
1 � 1 -
. Brown clay loam Brown clay loam
2 ' � ' 2 -
10" - 2 ' 4"
' . 10" _ 2 � 8��
3 - 3 -
4 Yellowish brown loam 4 -
Yellowish brown loam
5 - - 5 _ .
�
6 - �. � 6 - 2 � 8�� _ 6 � 4��
2 ' 4" - 6 ' 8"-MOTTLING �
HIT ROCK
7 - Rusty yellowish brown 7 -
loam
6 � 8�� _ 8 � --
a — a -
F,nd of boring at 8 ' feet. End of boring at 6 ' 4" feet.
r
Standing 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 X
Mottled so.il : � Mottled soil :
Observed at 6 � 8�� f.eet of depth. . Observed at feet of depth.
Not present in hole Not present in hole . ��
X
Comments : Comments : •
r '1.+
, CERTI['IC11'TIOV # 00627 Loqs of Soil Borinqs � �
.' Location or P�roject �ill �tubbs , Lot 9 & 10 , auditor ' s Sub-Div #229 , Orono
norings made by ;-P Testinq, Inc . Steve Schirmers Date 4-11-90
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Aug�r used (c:�eck two) : Hand X , or Power , Flight , or Bucket X
Depth, Bor;ng number 5 Depth, Boring number 6
in in
feet Surface elevation 954 . 1 feet Surface elevation 949 .4
� ' 0 -
Topsoil dark brown
loam Topsoil dark brown
1 ^ 0 - 1 ' 2" 1 _ loam
� Brown clay loam p - 1 ' 10"
� 2 - ' • 2 - Yellowish brown clay loam
1 ' 2" - 2-1/2 ' � 1 ' 10" - 2-1/2 '
3 - Yellowish brown 3 _
loam strong
Yel.lowish brown loam
. 4 �_ 2-1/2 ' - 4 ' 4 -
Yellowish brown loam
5 _ 4 � - 5 � 5 _ 2-1/2 ' - 5 ' -WEAK MOTLING
5-1/2 ' - WEAK MOTTLING
Rusty yellowish ., �
6 - � brown loam 6 - Rusty olive brown
loam -
5 ' - 6 ' 10"-STRONG MOT LI G
� Rusty olive brown � -
loam
6 ' 1d�� _ 8 � � - 5 ' - 8 '
8 - 8 -
End of boring at g � feet. End of boring at 8 � feet.
Standing 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 X
Mottled so.il : � Mottled soil :
Observed at 5-1� 2 � Observed at 5 ' feet of de th.
f.eet of depth. � P
Not present in hole Not present in hole
Comments : Comments : � ` � •
. CERT.#00627 '
���
• PERCOLATION TFST DATA SHEET �
Percolation test readings made by S—P T e s t i nq, I n c. o� 4-12—9 0 ��ng ar 8 : 41 ' 'm' .
rmru
Lot9&lO ,Auditor ' s Sub—D ' #229 1 4-11-90
Tost hole location �ole number ,Date hole was preparr�i �
Depth of hole bottom 3 0 �nches, Diameter of hole 6 �nches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" _Topsoil dark brown loam
10" — 22" Brown clay loam
22" — 30" Brown loam
Method of scratching sidewall K n i f e `
2
Depth of gtavel in bottom of hol� inches �
���
4-11-90 S : OOpm 12
Date and hour of initial water filling Depth of mitia(water ftlling �nches above hole bottom ,
Method used to maintain at least 12 inches of water depth in hole for at least 4 hourt Automati.c s iphOn
,Maximum water depth above hole bottom during tes� 6 �nches �
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks � '
minutes inches level,inches minutes per
inch
8 : 30 prefill 6
8 : 41 9 : 11 " 1-1/8 - 26 . 7 30 min
9 : 2 2 9 : 5 2 " �� �� ,< «
9 : 5 3 10 : 2 3 ° �� �� �� ��
26 . 7
Percolation rate = minutes per inch.
� � CERT. #00627
I • PERCOLATIOiV TEST DATA SHEET �
� �
/" -____�
� Percolation test readings made by S—P T e s t i nq, I nc. on 4-12—9 0 �tarting at 8 : 4 2 �;m, .
� rea«/
Testholelocatio� Lot9&lO ,Auditor ' s Sub—D' v #2 9 2 4-11-90
,�iole hum�r ,Date hole was prepa��
Depth of hole bottom 3 0 �nches,Diameter of holP 6 �nches
Soil data from tcst hole:
Depth, inches Soil texturo
0 — 12" Topsoil dark brown loam
12" — 26" Brown clay loam
— e owis rown c ay oam
Method of scratching sidewall K n i f e
. 2
Depth of gravel in bottom of hole �nches
Date and hour of initial water fillin� 4-11—9 0 0p �
o ,�ptfi��initial water fillin� 12 �nches above hole bottom � ;
Method used to maintain at least 12 inches of watcr depth in hole for at least 4 hou� Automatic S iphon
.Maximum water depth above hole bottom during tes� 6 �nches.
Time Percolation
Time interval, Measurement, Drop in water rate. Rematks '
minutes inches level, inches minutes per
inch
8 : 30 prefill 6
8 : 42 9 : 12 " 1-1/2 20 . 0 30 min
9 : 21 9 : 51 " " �� �� ��
9 : 5 4 10 : 2 4 " " +� �� ��
I _.,.
� Pereolation cate = 2� ' � minutes per inch.
� � .
i
' CERT. �uo62�
• ' PERCOLATION TEST DATA SHEET �^^
S—P Testin Inc. 4-12-90 g 8 : 43 a'm
Percolation test readings made by g� �n �
tartin ac p,
Lot9&lO,Auditor ' s Sub—Div #229 3 ��`' 4-11-90
Test hole locatio� , Hole number ,Date hole was prcna�i • .
Depth of hole bottom 3 0 �nches,Diameter-of holr 6 �nches
Soil data from test ho►e:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 28 " Brown clay loam
28" — 30" Yellowish brown loam
Method of scratching sidewall Kni f e
Depth of gravel in bottom of holP 2 �nches
4-11-90 S : OOpm 12 w�
Date and hour of initial water filling .Depth of initial water filling �nches above hoie bottom .
Automatic siphon
Method used to maintain at least 12 inches of water depth in hole for at least 4 houn .
,Maximum water depth above hole bottom during tes� 6 �nches -
Time Percoladon
Time interval, Measurement, Drop in water rate, Remarks `
minutes inches level, inches minutes per
inch
8 : 30 prefill 6
8 : 43 9 : 13 " 1-1/2 - 20 . 0 30 min
9 : 2 0 9 : 5 0 " " ,� �� ��
9 : 5 5 10 : 2 5 " " �� �� ��
i
i
I
I
I
i
2� . �
Percolation rate = rt+inutes par inch.
' ,' CERT. #00627 '
i -...., ��
� PERCOLATION TEST DATA SHEET �
a.m.
� Percolationtestreadingsmadeby S—P TestincT, Inc . o„ 4-12-90 ��ngar 8 : 44 P.m. ,
rm�.,
Test hole location Lot9&10 ,Auditor ' s Sub—D�ole num6cr 4 , Date hole was prepaK� 4-11-9 0
30 6 �
Depth of hole bottom �nches,Diameter of hole �nches
Soil data from test hole:
Depth,inches Soil taxturo
0 — 10" Topsoil dark brown loam
10" — 30" Brown clay loam
Method of scratching sidewall K n i f e
Depth of gravel in bottom of holP 2 �nches
�.—�--
4-11-90 5 � OOp�t 12
Date and hour of initial water filling ,Depth ot initial water filling �nches above hole bottom ;
Method used to maintain at least 12 inches o�water depth in hole for at least 4 hourc Automati.0 s iphon
6
.Maximum water depth above hole bottom during test �nches. -
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks `
minutes inches level, inches minutes per
inch
Water rem ir.ing in te t hole
8 : 44 9 : 14 6 1-5/16 22. 9 30 min
9 : 19 9 :: 4 9 " ° �� �� ��
9 : 5 6 1(1 : 2 6 �� �� �� �� ��
Percolation rate =_ 2 2 ' 9 minutes per inch. . .
I
I
�
, CERT: #OC627 ' �
. PERCOLATION TFST DATA SHEET �~�
Pcrcolationtest�eadingsmadeby S—P Testing, Inc. �n4-12-90 s��n a� 8 : 46 a•m .
Lot9&lO ,Auditor ' s Sub—Div #229 5 `�"`� g 4-11-90 m
Test hole locatioi� ,Hole number ,Date hole was p�tparr�l
Depth of holo bottom 3 0 �nches,Diameter of.hoi� 6 �nches
Soil data from test hole:
Depth, inches Soi)texture
0 -- 14" Topsoil dark brown loam
14" - 30" Brown clay loam
Knife
Method of scratchi ng sidewall
Depth of gravel in I�ottom of hol� 2 inches
4-11-90 S: OOpm 12
Date and hour of in itial water filling ,Depth of initial water filling �ncfies above hole bottom .
Automatic siphon
Method used to maintain at least 12 inches of.water depth in hole for at least 4 hours
,Maximum water depth above hole bottom during tesr 6 �nches �
Time Percolation
Time interval, Measurement, Drop in water rate, Remarfcs
i minutes inches level, inches minutes per
inch
8 : 30 refill 6
8 : 46 9 : 16 " 2-5/8 11. 4 30 min
9 • 17 9 • 47 " " �� �� �,
9 • 5 8 11• 2 8 " " �� �� ��
i Percolation rate =_ 11 . 4 rt,inutes per inch. � � '
.
( CERT. #00627
� �
. PERCOLATION TEST DATA SHEET ^
S—P Testinq, Inc. 4-12-90 � 8 : 45 a.m. .
Percolation test readings made by on tarting a� p,m, .
Lot9&lO ,Auditor ' s Sub—D' v #2?9 6 ���� 4-11-90
Tcst hole locatio� ,�tole number ,Date hole was pnepared � .
Depth of hole bottom 2 4 �nches,Diameter of hol� 6 �nches
Soil data from test hole:
Depth, inches Soil texturo
0 — 22" Topsoil dark brown loam
22" — 24" Yellowish brown clay loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 �nches
4-11-90 5 � 00p �� �
Date and hour of initial water filling ,I7epth ol nitial water filling 12 �nches above hok bottom ,
Method used to maintain at least 12 inches of water depth in hole for at least 4 hourc Automatie s iphon :
,Maximum water depth above hole bottom during test 6 ;nches .
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
8 : 30 prefill 6
8 : 45 9 : 15 " 5 6 .0 30 min
9 : 18 9 : 48 " 4-3/4 6 . 3 " "
9 : 57 10 : 27 " 4-9/ 16 6 . 6 " "
�
Percolation rate = 6 ' 3 minutes per inch. �
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-= ' '" `� '�} � �% i�,; r;''� ,' �' COVER ABOVE ROCK
, �� � � ��t .` . :�' . . ,:-•�;r:��- , �' ��
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/ � / �, i5 g�:4� - ,;;..' '����=� _ —_ t---�� 3/4" TO 2 I/2" DIA.
;
,, . � , (` G✓�ti�rl-..,--�:��` .;%�,1'i=��,., , � � � CLEAN ROCK ,
F ' r^'••:- ,��� ;� � �
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-.-,-.� � i � �� ��
� f� RA..,. � ,,,, �_, - . -,�:.,,.:. - � �- 4 - 6 LAYER OF
� : :c RTt�;;�:;` ..:, s= -��;=;-�. , �`
i �i . t� r�- �� ��� � , UNCOMPACTED
�- _. �- ':- -
� � �j��-�Ep Ei ,_ �-�; �' ;�,;�f,;='- ,�i HAY OR STRAW COVERED WITH
�� . �RB�DE�iD� ,,;:c�,��r:��r,';���:t,� /,� RED ROSIN PAPER 'or
, ,�,.� �
����'���10.R� :` -'r•:�:^i�.�',�a�F�`'`��� �_ � � Geotextile Fabric
4 D� � � '� ' f � �- ��` � - TRENCH BOTTOM MUST BE LEVEL
.'�•�N p�� -: ���,;;:�� �--- -
T1 E�,it'.,� , . ' � �_
t �jEAR ;-, � �=��'��\�`� � �/ , THROUGHOUT LENGTH
5 RT� . ,:.:�'�' ; �"� , /
��E�� -��`7�'� ---� � .�° „
_`:�,��:;::...� - //�-- --- 2 MINIMUM ROCK COVER ABOVE PIPE
` �•_.,�\� //-— c'�'�� --
� /`�j�- �,�, —6" MINIMUM ROCK DEPTH BELOW PIPE .
�
� 51 �---- i,� ��J`�__ „
��\ �EA E� // �P-�- 4 DIA. RIGID PERFORATED PLASTIC PIPE WITH ONE
�� •�° p1 FE / ROW OF HOLES ALONG BOTTOM
\\ \��� 3 �//� ---
�� / / WATER TABLE OR IMPERVIOUS �AYER SUCH AS CLAYPAN, �
\� /i� � ROCK, ETC. �
� \\\ � �/ .
/
. . � � � .
�• � �.
TRENCH ROCK COVERED WITH PERMEABLE
SYNTHETIC FABRIC OR 4'� LAYER OF MARSH HAY OR 4 DIAMETER INSPECTION
„ WELL WITH CAP
PIPE TO NEXT STRAW COVERED WITH UNTREATED BUILDING
INLET . DROP BOX PAF'ER (RED ROSIN)
_ ��
�
EARTH BACKFILL AT LEAST
. (J� 6" AEiOVE TOP OF ROCK ' r
� . . .s������;s; •, � _� � `
' DISTRIBUTION . PIPE . ' "�
; , �.�
�-.c — � c4
. it�� �� . ,�4
<<< AT LEAST 6 DEPTH OF CLEAN • � . - ° �
_ �:�. ROCK 3/4" TO 2 �/2' DIA. SEE NOTE 5. � � o �i`
< < < .`
DROP BOX /
— MAXIMUM LENGTH = 100 FEET
OVERFI�L NOTES� I . BOTT0��1 OF TRENCH MUST BE LEVEL. TOP OF TRENCH
-- 4 TO 6 INCHES ROCK MUST BE �EVEL.
INSPECTION
� r ^ � WELL 2. SLOPE ON DISTRIBUTION PIPE IS BETWEEN
� _ LEVEL AND 4 INCHES PER 100 FEET.
RECOMMENDED SLOPE IS LEVEL. �
BACKFILL 6" TO 12" OF '
SOIL BACKFILL 3. DISTRIBUTION PIPE CAN BE PERFORATED
� �t_ PLASTIC ' INSTALLED WITH ONE ROW OF
< < < L�� y.���._ � NOLES ALONG THE PIPE BOTTOM . PIPE
� �2'� DEPTH OF MU9T HAVE A BEARING STRENGTH OF
�.� �< < < o � ROCK ABOVE AT LEAST 1000 LB /FT.
o PIPE
ROCK AT LEAST 6" OF 4. SCARIFY TRENCH BOTTOM AND SIDEWALLS
` � AS HIGH AS ROCK Wl�l. BE PLACED IN THE
�� _ ` o � � � ROCK DELOW ,
� PIPE: SEE TRENCH IN ORDER TO EXPOSE NATURAL SOIL.
NOTE 5. REMOVE LOOSE SOIL BEFORE PLACING ROCK.
� 18" TO 36" - � 5. 1NHERE TREES ARE PRE5ENT OR LIKELY TO BE
PRESENT DURING THE LIFE OF THE SYSTEM,
12 INCHES OF ROCK MUST BE PLACED UNDER
THE DISTRIBUTION PIPE. ;
. �
TRENCH CONSTRUCTlOfU DETA ! LS
NOTES
� OUTLET TO i. ALL PIPES SHOULD BE AT �EA,ST 4- fNCH
TRENCH DIAMETER. �
INLET FROM
SEPTIC TANK 2. ELEVATION OF INLET AND SUPPLY LINE TO
. OR PREVIOUS _ NEXT DROP BOX MAY BE ADJUSTE� UP 4R �
DROP BOX , ���;�;::. . SUPPLY LINE DOWN FOR OESIRED EFFLUENT LEVEL IN �
�:` : TRENCH. - - - _
� � � TO NEXT ,
- : _ _ DROP BOX 3. SUGGESTED TRENCH LIQUID LEVEL IS AT
--�-.
a� TOP OF TRENCH ROCK IF PERMEABLE
" _ SYNTHETIC FABRIC CQVERS ROCK; AT TOP '
OF OUTLET PIPE IF HAY OR STRA`'V
, :.
COvERS ROCK.
, . ..�:e:::..
4. ff�VERT OF INLET MUST BE AT LEAST ONE
INCH HIGNER THAN INVERT OF SUPPLY
- PIPE TO NEXT DROP BOX.
OUTLET TO
� TRENCH 5. TRENCHES MAY OUTLET ONE SIDE OR
BOTH SIDES OF �ROP BOX.
- T � � SUPPLY I „ i INLET
i � LINE � i � �
—� INLE �_ i� r� - � ' � SUPPLY LINE
_� � � � —_�,_. ' � ,_ ,
�_I_ � _ I
I �� i �'� � � ,c�
2
� � „ ' J _ � � �- �_
( � � —�-- I i I � —�
� � � OUTLETS -� -� ��-
� � TO TRENCH � � OUTLET TO
. � _ _ _ _ _ � L - - - - - J TRENCH �
� DROP BOX .
. � ,, , .
� � '
� ' F?EDWOOD, CEDA(� OR
�� WATER �TIGHT 8c LOCKAE3LE ELECTRIC BOX � TREATED POST (4 x 4 min)
P�LUGS OR ELECTRIC CONNECTIONS (NSIDE�OX IC CONNECTIONS MADE
2 PVC CGNDUI�r SCHEDULE 80 —f—�
� ��1ANHOLE COVER CHAINED 8� LOCKED 6'�SPACE SOOTLEMENTER COF�D FCR .
� SEALED MANHOLE RINGS � � � • �
FINAL GRADE ,
_---�= �` -
- ' - AT LEAST 12�� '' �� �
UNION - - BELOW GRADE
� WIRE FROM POWER SUPPLY
� PIPE IS LAID ON A UNIFORM SLOPE FROM
' � PUMP STATION UP TO SOIL TREATN1Eh1T AREA
�+ _ � FOR PROPER DRAlNBACK
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST BE USED
, WITH ANCHOR
ALARM FtOAT ON SEPARATE — WEEP HOLE
ELECTRICAL CIRCUIT
� NOTES: ELECTRICAI. WIRE FROM POWER SUPPLY
START LEVEL � _ MUST NOT RUN OVER ANY TANKS BUT
�'� MUST BE LAID BESIDE. OTHER TANKS
3"� �� AND MUST BE PLACED IN CONDUIT
ALONG POST �
� SHUT—OFF LEVEL� ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
PUMP CONTROL FLOAt CONTACT. WIRES CANNOT HAVE GROUND
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INLET '�`���,.�=.�`" SCUM _» = _�_ �`" ,,� �; OUTLET
�' �,;� ,.�-� • ... _,_ �. ., L _ --a,�- _ �I ', �
� � l�r�=,OUTLET LEVEL ,.��r � 1' �I .
-� ���.
:, ,.,.3 , _ _..= •� �
1� - —-- -— — _ _ �f� �j ;�:
._— SCUM CLEAR SPACE — �' ;; CLEAN OUT TANK WHE'V�
�� — � � -- _ �- �-'-`-_ _ - � ,;A;, I S 3",OR LESS OR
� .
� _ -- — ��' B B IS 12 OR LESS
-- - ����
�: - - -- _ -- _ --- — �
� . . . . • . -. . • � I. y'i
'` • • .•� , � ' ' ' � � �� BLACK COLOR
�� r�.�. � • SLUDGE ' � �� DISTlNGUISHES SLUDGE
�:���:� � -� LAYER FROM LIQUI D
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• � MEASURE SCUM AND SLUDGE ACCUMULATIONS
= . I N THE SEPTIC TANK
ATE TIME
CITY OF ORONO CALLED IN '� ����-3
INSPECTION NOTICE SCHEDULED �..�/�9/�3 � � v
PERMIT NO. '�%�� COMPLETED
ADDRESS �SS�
OWNER <,�.��r� CONTR. � --�'
TELEPHONE NO.
� DESCRIPTION �-n_�,� /�
� Ot FOOTING 11 MECHANI L RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
� 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Z
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP p6 PROGRESS
Q 07 DEMO—FINAL �2TSEPTfei�9g� 21 COMPLAINT
= 09 PLUMBING RI � SEPTIC INSTA . 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEP
� OWNERICONTRACTOR TO MEET YOU._YES_NO
� COMMENTS:
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� C�CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,` pHOTO TAKEN
INSPECTOR WILL REfURN
C STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CA�L TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnedContractor o si :
Inspector. �L-- � �li----�
White Copyllnspector's File Canary CopylSite Notice
ATE TIME
CITY OF ORONO CALLED IN �93
INSPECTION NOTICE SCHEDULED 9 5��3 L o
PERMIT NO. � I�� COMPLETED �1 t�� '
ADDRESS J 5 - � '
OWN ER CONTR.
TELEPHONE NO. _ �I-�� - r7 / �J
� DESCRIPTION��r � ��,/
� 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
� 03 INSULATION 24I25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
O
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q OS FINAL 13 METER SET/TURN ON 17 SITE INSPEGfION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC I STALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEP FINAL
� OWNERICONTRACTOHTOMEETYOU:�YES�NO .
� COMMENTS: � /f'.>'���"`?��' �/�- �,�J�—, j�,
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� ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLETE
W ❑CORRECT WORK 8 PROCEED i, ISSUE CERTIFICATE OF OCCUPANCY
� O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
�CORRECTUNSAFECONDITIONWITHIN HOURS. r pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnerlContractor o s' :
Inspector. -�
White Copyllnspector's File Canary CopylSite Notice