HomeMy WebLinkAbout1995-007612 - new septic PERMIT
� '�ITY OF ORONO
-750 Kelley Parkway- P.O. Box 66 PERMIT TYPE:
Crystal Bay, Minnesota 55323 Permit Number: _ _
(612) 473-7357 Date Issued: -
SITE ADDRESS:
, ,.
, , . : -
. _. : :. ...::
,...�
:..: ;:.:..
_.. :. : : :; .. .
i'I •y _
'�� DESCRIPTION:
. _ _ _
_ : _
. ,, . . ; .
��t�,r,^ i i:;* _ _ } �� _yj� :.:-4.: _�.=`'';�`, :�j r_
... _. ._. _. :Tr��_. _.,. . . __'I F3!_ }`i i'y''.._.. ...._. f _ ._ _�iT+_ ,..
�}tsF�;��;+1� �{ ;,il:;;r�i' ;_'•f.t�,�' — �..�j i+.'=..:��.e'�.�`.�?_.F-,-
I
I
'�
0
REMARKS:
FEE SUMMARY:
.-s �-,:_,-. ___.__-- - - ���=.t i
CONTRACTOR: - _ OWNER:
;- - - - : - ::-�� ,. . - -
. .. .. _ . . _ _
. . . , . ��4;..
, . . . . . . _. . __._. . _ .. _. . . _ _�... _' ''
.., .: '-.:.` - . . _ • —.-.:t' .�
i
.._ _.. ._. .. . . . .. _ ... t....�.1'..ii"'li�. � °_S __� .
_ ��,�' ,c ' , _ " ' _ 'i e_ ... . r._. _
.._.,�...._ >:. . .._.
: • < ��...��. �. :i:f•.i � i'...� L![ t i _ '
"_.. �. i ...... ._� ... i . . 7 —-} ,
� : �" ..., . }.''��.�.�_„ � ...�_ f...i ��.:.._`. F�-.�::' _':':s . t��'.i..._. . _ .. . . . S ._ ... . � .. . .. ., ... . . .._ . ._ �._ _. f . .�.�'. _. . .. . ..
"•, � ,-3_ ti';-r 1 '': �;.., ^ 'd't`t t i
_ , , . . t ; ir;3�).-+.'t�. _ t , . . .. _.._ .. ,. f '�k �f, �.
_: . _ _ . _
- — -
s = +
, , , ,
, -, ,.:' . . `
,.
� _ ,.;
. .
_.
, . , . . .. , . •
_. . , : , . _ :
L . _. _ �
�
� D��v�.
APPLICANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE
• ��( �
.� "�--
CITY OF ORONO S�PTIC SYSTE�iPERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, i�1'i�1 5�323
, ,
I � -� - �C�c �� � �C
� �
JOB SITE �iDDRESS: � t t V �
Occupancy Type: Residential
Commercial Other
Permit Type: Ne�v or Replacement System, $100.00
Repair E�cisting System, $ 50.00
('Tanks or Drainfield)
0.�0 State surcharge added to above fees
�`See fee schedule for non-residential permit fees
D � �—���. � ►��,s�� � ��s- �Y�l 3
f✓Y L ,��; �r�(-e r S Phone Number:
Owner's Name: �c c, 5 S3v 6
�iailing Address: f-�S i 3 � c� a� � �-
City: 1���r+nsv;lir. �P�
Contractor's Name• / 1�'�'e��`� 1� � I � �J i.�-, Phone Number: �l7��- z�-`1
r7..r �.�� Clty: � J"v��. Z' �'�--
Mailing Address: ,,�,�
DO NOT MAII. PAYMENT WITH THIS APPLICATION
GEi�tERAI- TivSTRUCTIONS
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 followin� inspections will be required for all septic systems:
�,. pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coent�sand will be jarste tedefo�s lt cont nt),
after rough-up but prior to sand placem (
and a�ain during pressure distribution piping installation in the rock bed.
ection to verify ro er final cover depths and to verify that all pump station
D. Final insp P P
(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.
y-e--� 1. I have received a copy of the system design includin� the City of Orono
'-- Septic System Approval Cover Sheet.
2. I will be installinQ the following: n
A. Tanks: 3 Precast Concrete Other Manufacturer I're��uS
Tank Capacities: 1) �.�% gal. 2) i 3�tJ gal. 3) f 3� gal.
B. Pump Station (if required)
Pump make & model J�'lE' `((� (attach pump curve &
literature); system design requires Ll7 �pm at I� feet of head.
High 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 I(� 'x��� '
Drop Boxes Sand bed dimensions 3� 'x,�S '
Distribution Box Pressure Dist. Pipe Diam. /jz ��
Maniford Pipe Diam. ,�_"
D. Final Cover/Topsoil to be: � bonowed 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 natureofA licant: �����v � � Date: / �_ �� —���
S g PP
�
MPCA Certification No.:� `�� 2 �
Staff Review: Approv Denial
� l� �..��
Reviewer: ' �� Date:_—s��
Reason for Denial•
�� i=�`\\\ �r� �`�+ CI.'i'Y OI� URONO
,/ � � . � , .
\ _ . �� `�'� `.'�� SLI'`1[C SYS'CEhi APPROVAL
/ � ; � � , �;.� � `�
�,� �.� .: � �� ��'�Y �►f ����T�
� ���1 ��� "� -�
� � �'1 a�`��:5 ;.,,i Mwilcijwl OtTiccs
f��, . � ��fl ti r�c orr��n�x«
���� ' � ��i��l�r � Crp�slal Bay,hluivaotn 55323-0(KC
���� ��` �
���Es�io�'
�_ ,
LOCATION: 1115 Cox Farm Rd.
OV�'NER:
GENLRIIL CONTIu1.C`TOR: SI:P`I'IC CONTRAC'1'OIZ:
SI'TE �V�1.LUATOR: Percor Inc. �p����r vATL: October 11, 1995
'('lie Ci[y of Oroiio has_ Approved your oii-site system design as of October 11, 199 5
(approved-disapproved) (date)
�vitl� thc following conuncnts:
'1'It[S IS NO"I' A 1'�RivII'I'. 1'liis is a dcsign approval form �vllicli must accompairy tlic sitc Plan. �1 permit tzlust
be issuecl to a licen�ed se�tic contrar.tor prior ro insfallation. �l list of currently licensecl sei�tie contractors is
enclosed.
NO'I'ICL TU INSTALL,LRS: nuy changes to the a�proved rlans and specs �nust l�ave prior ap�roval of che
Inspcctor (473-7357). Call for insE�cctions 24 l�ours in advancc.
l'�LL URnINFJELD ARLAS MUS"I'BE I�t;NCI�D OPI�prior to buildir�g site excavation and fencing►n��st remain
in place ut��il final site �rading. Ap�roval to �?o�jr footinbs �vill not be granted until tlie Inspcctions llerartment
has verified that primary and alternale sites are adequately protected.
NO VEITICCILAIZ'I'RAFFIC OF ANY KINU (cars, trucks, eartl� moving equipmcnt, ete.) is allowed within 20'
of testcd drain�ield �ites either before or after syste�r► co►�struc[ioti. Compaction of these areas could reuder tl�em
�Triusable prol�►ibiting tl�e tin�cly complction and or liiilitiug tlic long term use of tlle property.
A site copy will be available at the City Offices for tlle septic contractor.
CI'I'Y UP RONO
��
�y — ,
Stephen �Je �uan, r3ti-site Systeins Manager
� ���r�.rr�iorn�,- n;�-73s� • Fi1X-473-0510
� hIO�;ND DESI�,i�t�i�'{�Tt�{SH�LT .
` (For Flows up to TZOd gpd)
.ty. �O� � �sLmued Ss�.�e�a 4�C.ilorr�per p.r(,�)
E�ttirriated _ 7-s�. gpd h�r,a� _
ot '[yps 1 'lype 11 'Typ�s ili �►v
Qr measured --- x 1.5 = gpd• �'�
• 2 3t10 Z2S 1 i3O w�
3 450 900 21i •�
s. s�e TA,�r�: ��vm vaL�zEs s ,� � � .�
/ :r o gal?ons �- �000 G�c�o,✓ z,,..o r�ti.r � � 6ao �10 � �;". I
t /ZSG f,r/ct..- /EIMriKi �",I ivK. t 1�70 675 �� �
C. S�� (r2-fEI' �O Sltt?@V31L'3�OTl� N� �� �,� I
1. Depth to restr.cting ?ayer = � `! ircches � �,
2. Depth af percolation tests = /� incnes `"`'�'
� 3. Perc�Iation rate /�, p mpi 2�a� ;�,o i'�
4. I.and s:ope ._ 3 % _ ��i s,o�ao �
osir 9 Sw C�C-i (:1�3
D. 2ZOCK LAYER DA��7SIONS
1, Multiply flo�v rate by 0.$3 to obtain required area of rock �
layer: A x 0.83 =
7-Sa gpd x 0.83 sq. ft./gpd •�,.��5sq. ft. �
2, Select width oE rock layer (10 fe�t or less} _ _ /o ft_
3. Length of rock Iayes� area+width= RR�cck Bed .
d 2 S sq. ft. �+- i� ft. � �s 2. S fr.
ti ti ti+'s ti.ti ti '\♦
� �/:,l;� S � � ��3•� }r.l•�+J./��'•
ti•ti � 1� \ ti ti�ti.4•ti
r r 7r7r 1 r•f ,� } i•r .+ r�
} ; ; ��,�•"ti,�,� �s} y.,, � idth 510 ft,
� }.} 3 r r•r.r �•�• 3 37
1 ��ti.� ti.�.t.ti. ty� Lti.;�1��.1.V
.��r.r.3.1.r.r.�� .r7r r.1.� ..�.
E. ROCK VOLUME I - c,e:,gtli
1. Mul*�ply :oc�: area by rock depth to get cubic teet of rock;
��5 sc�. ft. x / f t. a 6Z 5 C.z. f t. �
2. Divide ���by 27 cu. ft./cu_ yd, to get cubi�yazds; �
cu. ft. +2?a,Z�. / cu. yd. �
3. Multiply cubie yards by 1.4 to get weight of ra�1c in tons; _
Z-�• / cu. vd. x 1.4 ton/cu. yd. _ ,�2 tons. �
F. ADSOR.I'TIDN WIDT�-; �� a+wsd�,s� Lnze
1. Percalation rate i� ;op 12 inches of soil is �-3 4mpi p„�,�,�a„�,,� �•-. •...1
. �,u.p.r t� Soil Texture ,�.M �,;;,,`"
c�pu �. .«.,.+�..�
2. S�le� allawab�e:oil loading rate f:om table; �asier thdfl 0,1 �n.sand I�a l.o�
<;,,�,- c, do gpd/f� _ o.i zo5 � sand i.2o �:oo
- a.i co s �n.s�d� ' o.ba Z_oo
b to IS ndy Loam 0.79 152
3, Calcvlate a 'c�so tion width ratio b dividin rock la er 1�tO� �'°�` o'� Z'o�
rP Y � Y 31 xo as Si1t Loam o� �.aa
loading rate af 1.�0 gpolft2 by allowable soil loading rate; 6��� t�a��.o� o.a5 2.6�
1-zQ d��+ D. GG �j�f� x Q 0.24 5.00
$p gp �r • Stower than 720 Ciav
"iW%�iM��ar r�w�tlMr�r��err.u�
4, MuIt[ply adaorptfon width ratio by ro�3c layez width to get
re�uised adsorp�on width;
2 . c� ,� io ft ¢ zO ft
._
/�
�J
�
G. DC7VVIti'SL�JY� D� WFDTH
1. If landslope is 3°'o ar more, subtract rock layer tYidth;ram
� adsorptian �4-id v'o obtain���°�feeE Pe �ike toe
Z f t �,
2, Calculate Minimu� mound size based Qn geometery:
a. Determine depth of r.lean sand fi�l at upslope edge of rack
layer: Separatiort _ / feet , �.et ca••r
b. Mul�ply rock lay��vidth by landslope , t..� Qn �a
to determi-'1e drop in elev3tio:t; s+a�ri►t•� /,o t�.t , �',�
• SIope Difference z�en� ottt�r��c� �� «�
/Q X .� °�o+ ZQQ = ��,_�, f�ef u�sie�e w�ait� �
�s.�t
c. Add depth af clean sand for separation (Za) Q=��a a w�a�" �awn: �. �+�acn
r�tc
at upslape e�ge, depth of rock layer (i foot) to depth of ,�„
cover (1 foat; ta find the mound height at the upslope e�ge
dt roc�c la yer;
/. 0 �t + Ift + lft� 3. � feet
d_ Enter table with landslope and ��Iope dike ratio.
Seleet c�.ike multiplier af �
e. Multiply d-ike m'��P�er by upslope mound height
to Find upslape dike width: 3.57 x 3 a 0.7feek .4 //�
f. Add depth of c?ean sand for slope difference (2b) at , „ .
d o w n s l�p e e d ge, to the mound height at the upslope e�ge
of rock laver (Zc) to find the downslope height;
'o.3 ft � 3. � ft � 3. 3 feet � .
�, g. Enter table with landslaPe and downslope dike ratio.
,�1ect d;ke multiplier oE -
h. 1„�w�piy d;ke m,,,,l�plier by downslope mvund height . .
to get downslope dilce width:y Sy x 3.� - /5 feet
i. Compare the values of step G.1 asid Step G.2h Select the
greater af the t�vo values as the downslope dike w-idth; `V ,
/S feet y� `° �� �, y,'
� uo•ioo�rta�e �i �,��rti.. '� >sa ��k�ai��'
t��t �",`s?�',�~,^�.�!�ur^��+�2���'�'`«"3"�.�{�'/,
}. Total m,ou:�d �yidt��is the suzn of ! s �n l,:
upslope dike (G.2e) �izdth plus rock � z $" ��Cll�1� MIyIR ��
� ���c uo:+n
:ayer wid�� CD.2} plus s u�•"'•"�°`" ' , _
k f��i
daw-ttislaoE.� dike width(G.2i): : 3,k;-; , ` ��'������
�6 ' �`'^, <;!�<
, // ft + .. �o ft + /S ft = feet � `�,.� ,. K�.�,,.., ,z� �� '; ,;
�
Down—��aeM x�atn i� ;� '"��r�'"'h.
k. .TOtal �:ou*Zd 3erigth 1S the Sum oE r��t � �, . ,��
�' '< '.."."�.��" �>�._
upslope di:.:e �vidth {G.Ze) plus rock layer "� � y,,.
r �.: < � �y,, . w
. ,
y �
leng�.i� tD.�} �Ic{s ups2ope di;�width (G.Ze}; �;;. ` ;'�����z�;r� + � ,`; <
. ...
� �'2.Sft + / / ft = �`5� feet �.� ,.w.�x �.,,-�,.,..�f y
1_� ,t T
TDi�i:�npl+�
o� ps ops
y.l Li 1-I (rl 7:S kl L1 S;! k1 7:1 t7
• * �s 1� �A Z�,y {,f� �� �
0 �
ti 70 4s� � � �� isf
�.�� 7sz w s�s c�a� �.» �
737 � 7.� 1.72 i�i 4i7 4.M �
3�ti ��p . �.13 J.3� 371
� S 3� � � �)� �1S.C7 2.51 3-i3 �� � �*1 i.33
� i� ;� �� ldy,� y3JY 2.N 7.12 � 4�
7 � � � �
Zyy 11ii . 5i.f1 212 . � � �,l0 L7D
� l.� � 9p llp,1 tL72 � 18� S.i3 ].7f .. �.1x 46t ..
9 �� �y l0A �� �� � 27i f� . � �� {.iM
10 �� 1;1 1111 1J.i0 � 2,7p 11! 3.M 3�
ti �� �� 11.58 ISx1 4375 2YS
tz
. % -___ �._�
�
FJ.�p �TCRAT}4N CF .1 �fdAATEIa LATER
� ��
, 6r� C�+
/
� 7�Y
1. Select numVer ��f per.orated taterals � ._ ,, .
�:,;,,
��.,.�, • . L�(M�,e«w.,u. r..�k c.,
`�;%. l,�rM��oti l�'r .�4�1�1e1�N MY�erw a.r
Dy ��.. . /w{A ►eMt} .
2. Select gerFoxati�n spacng = � • feet. �,�,,.,,,,, at,,,. �,r,�„.
. w. . �..« �.
ia r .
3. Since perfora:;ans should not be placed c?oser than 1 ft. to ����+d� � � ���=� �
the edge of the roc�c Iayer (see diagram),subrract 2 ft. :ram .,:" �' c�� � ������'a �'
r.n.�.� i..�.,d
the rock Iayer l�tSth. •
� �D 5 �«4�.,d sui ►..r.+r a��iu.
. ��, .a M+Kt M�t,�f i4��M
�,�,�;�,�,�ft. - feet. ,.
4. tietermine the numb2r af spaces bet�,veen perfarations. �+���
Divide the len�th above by perforation spadng arid raund �;� �,,,,,,,, k�,,,,
dawn to near�t whale number. "'"'
1.Oa Q.56
�.e�gth perf. sgac�ing � �Q.5ft. + � ft. A -2 4 spaces 2.Qb ' b.$(} 1:�
(3) (2� ..u..ta.�,�.r�r n�,.�
S. Number oE perfaratians is equal to one plus the number t�f b•u�+ta'u ar,.�.�uua«�,
perforatinn spaces .
Mazimua�nuntb�¢i ot quart�r tnch pertaratlon:
Z 0 Spac�� + I = 2/ perfvratlorts/laEeral ur��t a5 gu�rr►�a�ee<to�d��,�rge��a
Prtrlon tion I
. b. Muitiply perforations per Iateral by number of lateraLs to 5�'r��g 1�i 1� I �
get totai nuznher of perforations. �„� '�4 �$ I 2$
� � x � � — 6 3 erforations. 3.p �� �7 � 2E
;�,, �,���,~ P 3.3 �.2 76 ► 2�
;
7. Determi�ze required flow rate by multiplyi.:�g �.� 1� 75 I ��
number oE pez-farations by 41ow per pesioration �,Q �Q �,4 ; �
�� }t ��— ���Al. r..wa• ur.to ., r+o a �..o.us yr,.•n,.o� �,r.
. ..-�r �,,.��
�
� 8. If laterals are connected to header pipe as shnwn an upper �
example, to sele�t m�nirnum required lateral diameter; enter� - ��
table with perforation spacing and number of perfarations ,.�-�'
per late.r�. Se!e�ct minimurn diameter for \�.�'''�
pe�forated tat�ral = 2. inthes.
�..�.,.^�-�..,�,���
�....�.....,�
.�
9, �f prrfersted Iatarai �yitam ii attAchid to martiiiold pipe n��z ,�.
the center,lower d.iagram,perforated Iateral l�gth and —�r�r�,�-�-
munbes of perforations per lateral wlll be approxi,mately one '�� •�:�
half of that in step 8. Using these values, select minfmum ...� `'"'�
diameter for periarated Iatesal =!���es. �,,:�'''�
/ - -
.
,
�-��
`•..� „iTqip q�C�ZL�U pfiU '�� �7i�
.
�r�p �riow a .� K�:r�,�� �+T:
A. D�termine pump capzdty: �-`'".c�.-
Gravit}�•Distribution """"
1. �tirumurrt sugg�ested is 600 gallons per hour(10 gpm) to s:ay ahead of -::: ,,�,,..,.�,.r � .W w:«';.'���
water use rate. '" �r'"""�
: hiaximurn su�,�estrd for de?ivery to a drop�x of a home system is 2,�G0 y u;�:"„"'"
gailors pe~!�ccu'i45 gpm) to ptevent buiid-up oi pressure in�'rpp box• �,�. , -+; ;,,�; ',,;;;.
�.�....�,�`.�.e.w...�
.. pr�Y�Ur� M�wr�M u�w
Pressure D'utibutian �
3,a. SeIect number of perforated laterals ����N �,�,�„�,�
b. Selec-t perfaratian spating= .�- 0 fee� •••�••-•»•••�,•
c. Su�tra_ct � :� from the rock layer length. � -
�-�-2 f��.�Q. 5 fee�
d. L�eterrrune t�,e number of spaces between perforations.
I.eng;h perf. sF�a,cing a�ft.+�ft.- 2 O spaces R•qui,.d PQt�.�n a�na�3�
e, �D spaces� 1 =..�_pe.rforattoasJlafual
�n gtllons pa aunut�(RpnS
f. htuldply perforadona pes lateral by number of laterals to� ��'�' �2�r. � ,a
t cotal number of perforations.� x�- �-3 perforatioas.
g• x ,7*r
� ��..�=�gpm- 1.�Ja O.5b ! 4 "
SELECI"ED PtJ;� CAPACTTY �� $Pm 2.Q�7 O.HO i I.0
B.Determine he�d nquiremu,ts: t1. Use for 5ingle famiiy hamr
1. Elevation �jifference between gump and point of discharge. b. Uye fpr ali pther ap�l:cab�
�feet
'�. If pumpin�to a pressure distrfbutSon system,five ieet for pressvre
�- :equircd a: rnanii�ld if�ravity system,zero. .
c' itet
�
, Friction loss
a. Enter Frictiori loss table with gprn and pipe diameter. �P��'�� _
Read fr-iction loss in feet per 100 feet from table. � ` Poirt�f
F.L ��ft/I00 Et of p{ge ��
b. betenrur�e total ptpe Iengt}t from pump to discharbe deVa�a�,D�tr��,G
pc�int. Add S pezcent to pfpe length for fitang p
loss,pr u52 A fit�n�1b3S ch3rt. Equivalent pipe
lengt}, .. ]-2S dmes pipe les►gth= F-lab
____�Q_x 1.ZS� 88 {eet
c. C�lcvlate total friction losa by multiplying , � 1���'p�,,,�i'oo n d,3,��'c.
friction loss in ft/100 ft by eqvivalent pfpe length. 18 0.69 0.?0 �
Tocal frictiort loss= 7. `// x��+I00= 2 feet IZ 0.96' '' 0.28
4. Total head required is ihe sum of elevation difference, � ta 1.28 o.�g �
specia; he3d reqt:irements,and totat friC�on loss. i6 1.63 O,aB I
18 Z.43 0.60 ,
� +��� 20 2�7 U.73 ; o.t 1
s t 2 2S 3.73 i,�l ; 9,Ib
(1) {2) (3c? 3a 5.23 1.53 � fl.Z3
3S 7.9p 2.06 � 0 30
40 31.Q7 2.b4 0.39
TO�'AL HEAD �feet �S Is.73 3.28 o_ax
�Sp . • 9.99 j o.SB
4,�4 � �,70
G Pumg selec*3on . 60 �.60 o_a2
�. p pump m�.Lst be selected to deliver at least
�--- ��7 gpm (Step A) with at least ��feet of total head (Step B).
��
` �� . ,�
� :�� �� � � � ' ';
�� � � � _ •.�
�: �' �-� Ya ' ��
r�*r'• � n �� ? � � N� . .
� �.'C' ;:�" ° p '� '�L"� {t� �,� '� ` .. E _
. � - _,� U�� � ---I f; '` �, ~ �y � .
h �
;- '7 y ��. ..f l 1 � %a, ��qy _
��� �L� � � � /�+'•' —TN" � `
j;, l ✓, � �; � e '� .
, . �_ r.l �',� �J.? (• �\ �+ . , �
;: r'. "qM
, . " � :G � t_. � _' I
: .�
-, _ _: �= ��' -. . �'
` w ' r 1 � . '' �`'.•�.
� G / k4i � �� j -
.. � f� � ��
�,+ �^, .� . � �
` z � ` c �" �
� G i... 4 �
�� `' r ,t; �� � I �
.:� . . ,�° �.� `'�' ��. �- P+ '�
-� ,� �,, wt„ � '�''•r�1 �
,� � � �+ // � � �y . � �
_ , � �- '� . � �-a
_ �-., � °'��'' ,,,,� i
_ � � '� `�' ' `o� ,,,,. .�,-.r,� I
f ��c �.+ r/ �
/ � � � � � �r ��t �,
� . . �� .-�„ � �
� � x7 : 1
� .
8 ' � »a7'
�' � w `
� ,��ti�� ,�.° '�� ,°= :
v �� � � �� � �
�i � �+Y�'�' ,g �",,.� k I
r�`,
, / , _ ..�.
� e to� .. } �
� o . � � . '
� � �
/ � ,... �
. � . � , �
�, �/ ti ,
'g � � � �a �� � �
� •_,. � � ,40,I /. � , , ,� _1 , I �o ^�: � ,
- �,�. ,a „ � �, '!�y w �✓`� � w
/. :�� � � -n�.l �; . � � � � I �
� m w � w � �. ��
� � ��ra �4.. ' �
' ,( � o �
.
¢_.,,,' � � t� ,.
ep�� d'� ,� �� �, �� '' �4Q�1. , °� � �
,� � � � ' (�
$� "�'�-., � ' ^,��` ,C,� � �' �t'� �
� v .�"� l
� , �'.�5•��r�� �� _ _ =Y1 p�` i � aCJ��`�' �y�
� C� � S2 ?'-.. �.. '�. �" �` . . � l/� �11' � Q
(� 1�,� � k� �'!/ .� '2'� � "V �-"'! —
�P'
/ �� �, 3 4� � �
� a � . .. .`�`, �� . � . �. �`� . �
� � � �
C � . � i _ ` � ._ _ :. �
g
�t' '"� � � TH 1�� I .� ti
, . .. ., . . �,� �� ,;
� �, � ; �
;, . . _
- �
SEPTIC SYSTEM INFORMATION
STREET ADDRESS �11� ( i�X ��i'!rl Iv:��
LOT BLOCK SUBDIVISION �j��,�;���
- `
MONTH AND YEAR TESTING DONE ��� l / �M��
ITEMS ALREADY COMPLETED � �jr'1��
� I'`t2�-�.`;
J� �,�I
��' I"I'�^Y\
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT :
OBORINGS
OPERC TESTS
'
SYSTEM DESIGN ��-f�� � �!�l - �/C�YY1
�. SITE PLAN��1/`�i,��
�
O OTHER
OCOMMENTS
DATE THIS SHEET FILED ��I��%I BY ���'� ������'��`
SUBDIVISION FILE NO. �
` � . ° � � �
� ��
' � � '� '� �� �,
� � � �, �
�� � � � � �
� '� � �'
2 � .�.
� � � �
� � .� � _
� `0� ` � \ 1 y \
\ �� � � `� •
� � � \ � � �
� �
�+ _� �1�,
� � , \
� �
-� _ ` �. � oy � � ` � _
\ � � \
�� �
\ � 'Q-� -•
,. ` � � \ \ � \ � I
� i
, � , �
. � � i \ \ �`\ � ` ` I
o \ � ,
3x� ^ �, � -Q ` � ` _ ` �
-i � �
� � ,
� ,
� -- ax � � � 1 ( i `,
� � �a � _ � I i
� � � �
'\ i � � o I~
'v t^ �C /' `��v � � '� � �
xw \ � ` � 1`�
�
"y v `. X�,� � W,_ . .�W ` (
'� � °p�� � r`'X � � �
\ , I n N �p �' � �
, � � ; �- 50 1 �
) �
I � � �
� � ��, o ;� '�
� r / ` w v ' � � I
,✓ ` � ,� �� 1
J _ _ '� �, , , �
�, � �
�
� � �, . � i
%a� � , �
\ % - � �
�„ ��, �_ `� _ — - - . �
� � - - -- �
�. � � c� � �— -5�= �� �+�.. , , �1
/��.�� ,.� y
\ � � I
� .� [..N�T �
� \ -� \ ~ yf� , 1 I � I� �.
\ _ /� --— II �I �I�
� Q \/
\ /x S� Q
�io�. -'� � I �
� ,� � � ; �
\ ��, \ \ o� , ,;
� �.—
'x� � � � �' xA � � �
� .�?p � A �, �, � `>'b ;
� � . � `'j� �' '� /,�r," � '�
� ,�t.!� _ ' 'i
� ��' So � �$ ��1 ���_ _ , -.� I
I � / � / o � �
,, 1 , � �.,r,._.% : , ,- - ,
• Lo�s of Soil Borin�s 13-18
� T.ocation or Pr� ject CJ �� /p I vLv_ �_ ��` / — By� �
Borin�s nade by �D/U LJ'R O/U �� ._ nate -- � ` �� � _
Classification Syster�: AASH� ; USJ?A-SCS �_; Unified ; other _
. AuQer used (check two) : Nand �, or PoGer ; Fli�ht _, or Rucket �: other
— —--�--- --- —�
Depth, � Borin� niimher: _� DePth, Borint� numher �_____,.__I
• in Surf�tce elevation ° • in Surf.ace elevation
feet . feet
� ,� �- _ - � - - - -----
I
: _ �3L�� k 1� o��1 1 __ ;���� k � °�'� i
�
G��y�s1� QC.�cI� L �� r ; !
� — o � � V � a�e. c�A � o�� `
� ' _. G�cEy�sh QL��k L. oB� � �
� l`1 o7TL E D L'!TF �i�, C L��
3 _ �1 a�-�Fn G�E y�,13L��.K 3 _.__ L.r f�: E �
. C.o��?
4 — '�• 4 —
5 _ 5 ---
. 6 —
� — . �
i
� ! 7 —
- . . 8 —. �., 8 _ .
---- -- �l i1
Fnd of boring at �_ ��• End of borine at -��•
, StandinQ �aater table: Standinfi water table: , . `'
� P3-esent at feet of depth, Present at feeC of� depth,
hours a£ter borin�. houzs after horinA.
t;ot_ present in borin� hale �_• Not pres�en�t in bor.in� hole �_• ,
� �Sattled soil : . Mottled soil: �� ,
• • �� �_ £e�et �f depth.
Observed aC �,�_ �� °.f depth. ' _ �bserved at
' TIot present in boring hole _ Not present �in borinr hole __
Obs�rvations and comments: Observations and comments:
.
� Lo�s of Soi1 9orinFs 13-18
T.ocation or Pro�ect �G.•LL�Q��y _ __�+ V� — �~ =C�---l'
' Borin�s made by �,L C.7"'' Q ��.��- ._ nate �"'��6 �. _
Classification System: AASHO ; USDA-SCS �_; Unified ; other _
. -AuQer used (check two) : Hand �, or Power ; Fli�ht , or Rucket �: other
. —T I
. . Depth, � I3orin�, n���:her: � Dr_Pth, �3orin� numher - _._...__�
in , in Surf.ace elevation � �
F Surface elevation ' feet --J
eet . (
:� . , - - � --��-1
� �L� �,� 1. o�� . . : �
. i
1 _ , 1 — �
. L',j� 13R. cL�y �.o�rt �
� , _. , -- �
- /y oTIZ�O � I
�.�TF ,t3,e, � ��� . ,
3 — �,Qf}/y 3 I
. j
�
4 � 4 �
�
- i
5 _ 5 ---
. 6 — . � —
7 -- � — ..
�. _ . $ _ .
i
• i
' --- -- ---- I
// i
End of borin� at � �t• �nd of borine at feet. ;
. Standing �aater table: Standin� water tahle: , " �
� P3-esent at feeC of depth, Present at feet of� depth, �
,
hours af.ter borinp. hours a£ter horinP. '
t:ot present in borin� hale �• Not present in bor.in� hole � ,
'_ f �tottled soil : , rtottled soil: •
- Observed at �_ feet of depth. ' _ �bserved at feet �f depth.
' Ttot rresent in boring hole _ Not present in borin�; hole
Obsurvations and comments: Observations and commants:
. �
. , � . 1
B-39
PERCOLATION T�ST DATA SHEET
Test hole location �U L�, � �TQ�� Hola number � — � �% - �,� - --
�- '
Date test hole was prepared y�26 �Cf Q , Deptti of hole botto� f� i �� � �
, ncilcs .
Diameter of hole, �_ inches.
Soil data froa test hole:
Depth, inches Soil texture
- C� "/ �/ ��./��' ,•� �:� L, e,� ,�1
ifethod of scratchin� .sidewall .��9Q�r' � � I=/�
Depth or pea-sized �ravel in bottom of ho1e, �, inches.
Date and hour of initial water filling y�2� '� �� --- `� 3� � �'�,
Depth of initial water filling, � 2 inches above liole bottom.
`fethod used to maintain at. least 12 inches of water deptti in hole for at least
4 hours �J�� �.
Percolation test readings made by / ,�-j(�;�/�„! F� ,1y,� ot1
y" � �"' �� starting at 3 a'm' , rr. .
,��cir.:urs water depth above holc ';c_t.: ..
(date) m.
�. during test, �j inches.
Tine Percolation
Time In�erval, tfeasurement, Drop in water rate, Fe�iarks
rlinutes inches level, inches minutes per
inch
. O � L _
/. 3 � � . � ..
' D o ' � 3 D U , -
� '"' , l
�fi� ��
� I1 / ) 7 7 O
�� ' � 1
`� I I 1 ) 7
Percolation rate = �� / Q minuCe� per inch:
�/
• ' �
B-39
PERCOLATION T�ST DATA Si1��T
Test hole location �// � �, � � l d/�r Iiole number` ` L Lj~ '-" •
�, � �
Date test hole was prepared L�-���p — �'d , Depttl pf hole bottom,� ir.c!:es. ���k
Dia�eter of hole, �_ inches.
Soil data from tesC hole:
Depth, inches Soil texture
� '/ � _� .��0'l c�� � O iy�''/
ifethod of scratchin� .sidewall C� `��� �'' � •f' �`
Depth of pea-sized �ravel in boc:tom ot llole, � inclles.
Date and hour of initial �aater fillin� L�( — ,�� � 9O �2�� f��
� .
Depth o= initial water filling, j � inches above hole bottom.
rfethod used to maintain aG least 12 inches of water deptti in hole for at least
4 hours �1�L L .
Percolabion test readings made by Q/�,J � � � r otl
�"� 7—g� startin at ` ' a.m.
b � `�� -^� rfaximur� water depth above`hole bo�tc ::
(date) � � ' �
�. during test, inches.
Tiae Percolation
Ti�e Interval, rfeasurement, Drop in water rate, F.emarks
rfinutes inches level, inches minutes per
inch
/D D •L ... , , ;
,
� � ; � . .� :
a tlr , 2 "
i
� D j' � i 2 �
� S7 �
3 ► � � ► F1 ' l
Percolation rate n � 2 minute3 per �11C11.
�-39
PERCOLATION T�ST DATA SHEET
Test hole location /�1/1 J!� ,,���/(/ Eiole nunber ""3 --� �, d��-- :/ •.
�- -
Date test hole was prapared ���� - 9� , Deptli of liole bottom,�_ incheB�� �
Diac:eter of ho1e, �_ inches.
Soil data rro� test hole:
Depth, inches Soil texture
� � �� � r���. ,� d� M
ifethod oE scratchin� .sidewall _..� � �y}�Glj,�,P
Depth of pea-sized gravel in bot'tom of hole, � inches .
Date and hour of initial �aater filling _ G���6— Cf Q o '3v j��j
/
Depth of initial water filling, � ,� inches above hole bottom.
Tiethod used Co maintain at least 12 inches of water depth in hole for at least
4 hours�� �/ ,` � .
Percolabion test readings made by Q/�/ ��h/ ,��� otl
�"� �— / � starting at 3 a:m: . T1a:cimun water depth above�hole botto,n
(date)
�. during test, 7 inches.
Tine Percolation
Time Interval, rfeasurement, Drop in water rate, P.e�arks
rfinutes inches level, inches minutes per
incn
. � � I l. �
� .
O D ��'�v !�
? � »;
,3 + � � / O
3�' ► � ,
a � , � s ll,
Percolation rate = � �0.��_ minutes per inch.
, , ` �
B-39
PERCOLATION T�ST DAT�1 SHE�T
Test `:ole location�����j Iiole number � � � i_
`-'" �,/— �. t f - �
Date test hole was prepared�L��� — y� , Deptli of hole botto�, / L,/ �;,`•�!�',���< a
Dia�:eter of hole, �_ inches. ��
Soil data fron test hole;
Depth, inches Soil texture
- � -'� y _, l�L�c ,C� L o�M
. ' .
*fethod of scratchin� sidewall �� TG �j �f�
Depth oi pea-sized �ravel in bo�to�a of tiole, incl�e�.
�
Date and hour of initial water fillin �tf
Depth of initial water filling, � ��D ���1��_.
. inches above hole bo�tom.
--,
Method used to maintain at least 12 inches of water depCti in hole for at le_;5c
4 hours � � L �
?erco�.ation test readings made by ,�p� � O� �.����
v�i
27—� D star�in at a'm•
� y7 . riaximur� water depth above ho1� �o ��;
(date) �•m.
�- during test, 7 inches. \
Ti�e Percolation
Ti�e Interval, tfeasurement, llrop in water rate, Kee�arks
Minutes inches level, inches minutes per
inch
3 - , �
a � � � - - . �:
i S � _ L ' ' �'
�� � � �
' r ►
� ., „ s 2 i
� . -
Percolation rate = I � minute� per �I1C11.
' S
B-39
PERCOLATIOi� T�ST DATA SHEET
,.►
Test hole location r��LL ���"l��!,+ ";"
�-' I I o 1 e n u�b e r' -- ��;% ;' - e J .
Date test hole was prepared �f�- a6� ��
, ��=p�ti or hole bottom /� � ; ��"
- � � tc::�:: . �
Diameter of hole, inches.
Soil data fron test hole:
Depth, inches
� _ � • Soil texture
� L�c Q� �-�
�— �`� . L �► L o�,�C
Method of scratchin� .sidewall �E_�',,�'%� � ��
� Depth of pea-sized �ravel in boc:tom o[ hole, _ � inches.
Date and hour of initial coater rillin� �'.,! —�_t��
, �� �� ����.,�
Deoth oi ir.itial water filling, � ?
• _,__ inches above hole bottom.
�Setnod used to naintain at least 12 inches of water depttl in hole ior at least
4 hours������ �
Percolation test readings made by ,��j�,I �?-��� � �-��
^� O 11
�"� 1� q�� starting at a•m•
(date) I �+ �3 � i�1 • r1a`cimurs water �epth above holc �OLCC
�- durins test, inches.
Tine
Percolation
TiWe Interval, tfeasurement, Drop in water rate,
rlinutes Reciarks
inches level, inches minutes per
inch
� �d
iL
�� `� � �N � 3g �
� D
2 .1y � ' . � + , L�:
2 i� � 1 ' � 2
� � �� 3
Percolation rate = ,� � , g� minutes per inch.
. 6
B-39
PERCOLATION T�ST DATA SFIEET
�-
Test hole location ���L�nTti IIo1e number �� - Lp� - L� _
Date test hole was prepared y-�� - 9(> , Deptli of tiole botto�a /L,/ ,��K /
,_��_ i�.c::es .
Diameter of hole, �_ inches.
Soil data from test hole:
Depth, inches Soil texture
��' � 2 �- � c /� � o��-!
_,
/? — I�l _ G�� u��c�, 13L�c.� �. �AM
i�fethod of scratching sidewall SC/��TG`j�f�'
Depth of pea-sized gravel in bottom oi liole, 2 incl�es.
Date and hour of initial �aater filJ.in� _y-26 �CfD .�� �,
Depth of initial water filling, f 2 inches above hole bottom.
t:ethod used to maintain at least 12 inches of water deoth in hole for at leas�
4 hours_ F' � � �L
Percoaation test readings made by �p� �RD��Lc,p/�
on
�-27� �10 startin at a.m.
� ys rfaximum water depth above hole bocto:
(date) � '
�. during test, Z inches.
Tine Percolation
TiQe Interval, tleasurement, Urop in water rate, Reeiarks
rfinutes inches 1eve1, inches minutes per
inch
d D
�L
S � -
2. is �N , 3 ; . ,
2 /6 r-F� �L v
� ,, , , � 3 2 '� D
S „
3 / " ' , 3 Q
Percolation rate = f Q � � minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE �� I�" SCHEDULED
PERMIT NO. � COMPLETED
ADDRESS � �
OWNER CONTR. ` '
.
TELEPHONE NO.
� DESCRIPTION ��'I f-��
ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 21 COMPLAINT
J 07 DEMO-FINAL EPTIC I LL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINA 35 HARD COVER REMOVAL
� 10 PLUMB FINAL � 36 FOUNDATION/REMOVAL
Q OWNER/ NTRACT O MEET YOU: YES_NO
� COMMENTS: — � � ��
� r ,
W —
a
�
J
O
a
�
O
�
W
�
Q
�
Z
W
�
W
�
j
� ❑ ORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� ; CORRECT WORK R PROCEED i-_; ISSUE CERTIFICATE OF OCCUPANCY
W
L CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. L pHOTOTAKEN
INSPECTOR WI�L REfURN
❑ STOP ORDER POSTED.CAL�INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
t
OwnerlContractor
Inspector. �
White Cop nspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN /
INSPECTION NOTICE � �y SCHEDULED �� Il �
PERMIT N0. �I COMPLETED
ADDRESS
OWNER CONTR. �
TELEPHONE NO.
� DESCRIPTION �� C�� �
� 01 FOOTINd 11 MECHANtCAL RI• 18 IXCAV/GRADIN(3/F�LLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAM�SHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION
Q
2 OS FINAL 14 SEWER HOOK-UO 06 PROGRESS
f` 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEM�FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER HEMOVAL
J 70 PLUMBIN � 36 FOUNDATION REMOVAL
Z OWNER/�TO YOU:_YES
� COMMENTS: � �
a� �
� � �
j �
,
>p � .
. �
� '
� � � r �
W �L%�'///��C�
�
Q �
�
2
W
�
W
�
j
d C WORK SATISFACTORY:PROCEED - PROJECT COMPLETE
W
� ❑CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY
� BEFORECOVERING PERMANENT
�CORRECT UNSAFE CONDITION WITHIN HOURS. _, pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOPORDER POSTED.CALL INSPECTOR �� CITATION ISSUED
❑ INSPECTION REQUIRED.CA�L TO ARRANGE ACCESS.
Call for the next inspection 24 hours in a vance.473-7357
OwnerlContractor
Inspector.
White Copyllnspector's File Canary CopylSite Notice
�
DATE TIME
CITY OF ORONO CALLED IN �3�
INSPECTION NOTI E SCHEDULED �
PERMIT NO. ��/✓ COMPLETED �� /
\ '
ADDRESS
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION c�' •. V�—L
� 01 FOOTINO 11 MECHANICAL 18IXCAV/ORADINCi/FIWNd
�Q 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHOREJWETUINDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
� 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
_
F` 07 DEMO—SITE 27 SEP T. 21 COMPLAINT
J
W 07 DEM�FINAL SEPTIC iNST 22 FOLLOW-UP
= 09 PLUMBINO RI 23 SEP71C FINAL 35 HARD COVER REMOVAL
v 10 PIUMBIN�FINAL � 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO EET YOU:_ S NO, �
� COMMENTS: •— �✓} � � �L� � � �
a ��
J — -/�
O
� � �
� ��? � �
O
�
W
�
Q
�
2
W
�
W
�
�
d WORKSATISFACTORY:PROCEED - PROJECTCOMPLETE
W
� ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR =�CITATION ISSUED
❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor n
�
Inspector. �
White Copyllnspector's File Canary Copy/Site Notice
[�
DAT� T ME
CITY OF ORONO CALLED IN '- ���.�
INSPECTION NOTICE � SCHEDULEO �,� ,�-..
PERMIT NO. ����`'"� � COMPLETED
ADDRESS � � � �
OWNER CONTR. �
TELEPHONE NO.
� DESCRIPTION ��'�
� 01 FOOTINO 11 MECHANICALRI iBIXCAV/(iRADINO/FIWNQ
�Q 02 FRAMINO 13 MECHANICAL FINAL 19 IAI�SHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z p5�►�q� 14 SEWER HOOK-UO O6 PROGRESS
�` 07 DEMO—SITE 27 SEPTIC NT. 21 COMPLAINT
v
Q 07 DEMO—FINAL SE 22 FOLLOW-UP
2 09 PLUMBING RI 35 HARD COVER REMOVAL
� 10 BIN�FINAL 36 FOUNDATION REMOVAL
Z NE CONTRACTOR TO MEET YOU: YES O
� MMENTS:
�
a —' l/ F ��'-'
j "�' Q_
O
� ! �
�
° - v����Q.
W
�
Q
�
Z
W
�
W
�
�
d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOfl REINSPECTION TEMPORARY
� BEFOREC�ERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ` pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '='CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance.473-7357
OwnerlContractor o�i te: " - '
.
Inspector.
�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED �� �
PERMIT NO. � ��� COMPLETED � �
ADDRESS �� c r
OWNER CONTR. ��''✓ �,
TELEPHONE NO.
� DESCRIPTION ✓�L�''� /
� 01 FOOTINt3 17 MECHANICAL RI 18IXCAV/dRADIN(i/FIWNQ
�Q 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z p5 FlNAL 14 SEWER HOOK-UO O6 PROGRESS
� 07 DEMO—SITE 27 SEP NT. 21 COMPLAINT
J
W 07 DEM�FINAL EPTIC INST 22 FOLLOW-UP
2 09 PLUMBINO RI FINAL 35 HARD COVER HEMOVAL
� 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO ET YOU:_YES NO •
�-- i, j
� COMMENTS: � � �
a � � �
� /
o ' � `�
'� — �
�
0
�
W
�
Q
�
z
W
�
W
�
� /
d f2!WORK SATISFACTORY:PROCEED C PROJECT COMPLETE
��O CORRECT WORK&PAOCEED G ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOFi REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑GTATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for t next inspection 24 hours in advance.473-7357
OwnedContra r n '
Inspector. � �' ✓
White Copyllnspector's File Canary Copy/Site Notice