HomeMy WebLinkAbout1996-007850 - new septic �,� PERMIT
� C���� ��� >`..�r�ONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 �::E is.�;-i; �, �Jt�i�:�;
Crystal Bay, Minnesota 55323 PermitNumber: �.iJ�l-;:_:`_�
(612)473-7357 Date Issued:
i�r�.: i i��%'-f F;
SITE ADDRESS:
:�:�r'1� t:i=�'=.��v�►�iY`:E�!�= �.11; �aJ
.T[-;
F'. � . t'.; . t:y�.—�. �.�—:,:`�:—�.;:'—i�i_��'�
DESCRIPTION:
=,E����' :•1 l:}�t.u�' t-'�f'r��i t. Ty4'� t;:�tJ _,FI-`TT�.. _,•T'.-.��-,
- T r�-�-
_.f+4AlrW+1` _, a,�.��.'�.+1' �,4�til`�:; tYr�tY ,r'�`,�'._�j���k\t!_�
REMARKS:
FEE SUMMARY:
�,:��:.� F'�� ���::=t i , t"is 3
'.�;�,,it^rE—��t`'3?�' ______ � . ��-'i
�'�3 t..�1 ��� �i�:xi:, `i„f
CONTRACTOR: -- �::��.�,� i i;ry}jf. — OWNER:
�:'Li I���'l` i�t.��� '•_:i_'t?''�i�'i—?��i`i t'_j}J�: i?;;`'j�!3�'j i i_'tj`•�`� �j,�}�(`.� !_:il��i'=��
�::i:.Ek, ;�'':'�:� :�� t;�:�li�ri�ih'Y�'-�Tl�:;F [il-� �,I
:=:�-�t�t�::►����_�:;� r.#r,� c�:�7°� EWi�:,�C�i i �•1��� ��:_:,r:,
:,f-�.!s:'�.1 ?��=,�—�1,C�C:. �!�:(_i-- '-,1 t-.
Tt-l;� !_i���;���'_�I i�r��u �-Ir���:� �;.':=;�E'_!=`.=:°M����'== r'��:r1�`=;��;i�'a�� T�i t i�'t�.::� -����;� ,�';_�,.._ �;•��:°�,',-_,:,?r=t����t;���;
�.' • { " ' .:: a ._ . (� p., _.al f...._� z ..�.. "•.�'
_. ._.-_. _ ._. _ .. {
'—;�`i—(:� � �) t-��.11 7 �;�::-,r��...�—� :�i_# !`.'I�i i.. i�i; '} }'' � ' ! L'�i_�� i ��`'tr� 'i �-`: Jt. �� c �-� '�`: i i� �!
.... _..._. «� _�._. . .. .._ !�!J��.L•... . . �.. _. 3'..,,!._. ...' �.'•, !'v �' ! l • ! L:.. .. .4�. ._..., t5�^! 9 . ._..4.... •d. . ...
�_��''•`.�_�(��.� 4_��'l?�.{lVHr`��w•���+ F�tE�!� —��k�! s.�—.. {_'t;- i"�t j`�{?`�l;�`':E..s��t �;�._►.FI if.�!'��� !.�•�_�;�''M. �'.�.:;;;'€: : ;>`�i•'„-!`.�s `•� , �
L � �
�..
G� �.� d2_��� < ��
� APPLICANT PERMITEE SIGNATURE ISSUED BY:SIGNATURE
[ •''�"
CITY OF ORONO S�PTIC SYSTEiYI PERltiIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, I��t ��323
. � -�/S- C��� �� S�� �rr��� ('`i�-
JOE STI'E ADDRESS.
Occupancy Type: Residential Commercial
Other
New or Replacement System, $100.00 �
Permit Type: $ �p.00
Repair Existing System,
('Tanks or Drainfield)
0.�0 State surcharge added to above fees
�`See fee schedule for non-residential permit fees
Owner's Name: �fn, �i�t�1
Phone Number: S S D� �7���
Mailing Address: City: �P�
, ;� �.<.�_ PhoneNumber: �i'7�f-2 Z `�7
Contractor s Name: G f�e�` 1���G( �
Mailing Address: �4 �o� 3S`� City: L��r'G�o 7�P: 5 5 35�
DO NOT MAII.. PAYMENT WITH THIS APPLICATION
GE�IERAI, I'i�1STRUCTIONS
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:
A. pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverina. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
�. �
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installina the following:
A. Tanks: x Precast Concrete Other Manufacturer
Tank Capacities: 1) t 3c� gal. 2) vo gal. 3) vo �al.
B. Pump Station (if required)
Pump make & model l�'�C- �/� - ►'k�ers (attach pump curve &
literature); system design requires 3 9 gpm at / g feet of head.
Hi�h water alarm make & model G-c.�7P�.-� . Outside
electrical work to be completed by installer electrician ?�
other Inside electrical work must be completed by
elec[rician.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions /v 'xb�' '
Drop Boxes Sand bed dimensions ��0 'x �O�'
Distribution Box Pressure Dist. Pipe Diam. �. S ��
Maniford Pipe Diam. � "
D. Final Cover/Topsoil to be: 1� borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the Ciry of Orono for issuance of a septic system installation
permit, a�rees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: V��-�� � ����'`'`" Date: �
MPCA Certification No.: �`��'
Staff Review: Approv,�l Denial
- � ��- �_
Reviewer: ��� Date: �
Reason for Denial:
` , .
_ r �
. �`. ,�}�
�,���
� ,�. � . , � ._ cITY or o�arT�
/ � \ SEPTIC SYST�i�I APPROVAL
� :�� � ��_. .
� '���;:L��� F.,_ ��TY of OR��'�
'� n�������'�y ;s.;�- �, ht,��i�orr��
'�.� �.�i�'���I�ai>'� ti, r�orrke�x� �
���f' '`�(�rr G Cr}stal IIa}•,htinixsola 55323-406G
� �� �,��saY���,�,
�,k�s�o /
�_,.
;
LUCATION: 2�i� Countrys ide Dr. w.
Tony Eiden
OWNER:
GENEIt11L CONTRACTOR: Tony Eider_ SEPTIC CONTRAC7'OR: �lover Hill ro .
SITL EVAI,UATOR: S—P Testing �pORT DAT�: December 19 , 1993
'I'lie City of Oroilo has �Pproved your o�i-site system design as of September 14, 19°5
(approved-disapproved) (date)
witll the following conunents:
TI-iIS IS NO`I' A PERIvIIT. This is a design approval forcn �vhicl� must accompany the site plan. A permit must
b� issued to a licensed septic contractor prior to installation. r1 list of currently licensed septic contractors is
enclosed.
NOTIC� TO INST�ILLERS: Any changes to tlie approved plans and specs must have prior approval of the
Iczspcctor (473-735i). Call for inspcctioiis 24 li0UC5 Itl 1t�Vai1CC.
f�LL DRAINFIELD AREAS MUST BE F�NC�D OPF prior to building site excavation and fencing must remain
in place until final site grading. �Pproval to �our footings will not be granted until tlte Inspections Department
}.as verified that primary and alternate sites are adcquate(y protected.
NO VEIIICULA� TIZAFPIC OP ANY KIND (cars, crucks, earth moving equipment, e[c.) is allowed �vithin 20'
of tested drainfield sites either before or after system construction. Compaction of thes� arcas could render them
unusab(e prol�ibiting ehe timely cornpletion and or limiting tlie long term use of the property.
A site copy will be available at che City Offces for the septic contractor.
CITY OF ORON
IIy �'�Q�:.lr�l�-�
Step ien � ckman, On-site Systems Manager
'I�LG!'I ION�-473-7357• FA,I"-473-0510
SEPTIC SYSTEM INFORMATION
STREET ADDRESS
LOT 4 BLOCR 1 SUBDIVISION Tan�Pm Rr�prtie�
Dickey site
MONTH AND YEAR TESTING DONE 11 19 9�
ITEMS ALREADY COMPLETED �orings , perc. tests, system design, and
site plan
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT:
❑ BORINGS
❑ PERC TESTS
❑ SYSTEM DESIGN
� SITE PLAN A new site plan may be required if the house
location or elevations are significantly different.
❑ OTHER
❑ COMMENTS
DATE THIS SHEET FILED January 13, 1994 BY Stephen Weckman
SUBDIVISION FILE NO. 1901
S�P TESTING, INC. Steven B. Schirmers — MPCA C�rrt. N�2 ;�27
� 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
December 19 , 1993
Dickey site �
Lot 4 , Block �
Orono , Henn. Co . , MN
This On-Site Sewage Treatment System is Designed for a Type 1 , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and l�cal ordi.nances .
The soils on tnis sit� a�e SCS soils mapped - LrB - Les`er loam.
A seasonally high watur ta�le was l�xated at 18" to 25" , (mottled
soil ) . Due to the seasonally high water table , a Pressurized
Mound System will need to be installed . The bottom of the rock
bed must be locatec� at leas� 3 ' above the seasonally high water
table . The future expansi.o:� is located south of a drai:�age
easment and must be used for future expansion only.
The soils at a depth of 12" have a percolation rate averaging
14 . 4 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
The manifold and supply line pipe must have back drainage to the pumping
chamber . The distribution pipes shall have their ends capped. Be sur�
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, just break up the sod , be sure
not to over work .
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure . A warning device must
be installed with a light and sound device , this is in case of a pump
failure . Mercury floats are a good method .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT ' D
c . ,
Dickey site
lot 4 , Block 1
Orono
( 2)
Keep all heavy equipment off of the proposed treatment area before and
after construction. The treatment area should be marked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs .
With proper installation and maintenance , this system should have no
problem in treating septic effluent effectively.
Nothing other than gray water , ( laundry, showers , etc . ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended. Smaller amounts of laundry
soaps , dish soaps , cleaning agents , etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
��� . �-�
Steven B. Schirmers pS
SBS/ds
----- - --- -- -- - - --_____ _ ------- - ------ ---- _ . _ - _ --- - - --
_ � I �
q ' i
/,' . �.�—"_____.:�..._' __'._.__.__—__._,'.� ' i �
� G-x I
?7?:�
�9"- / 4 ` I I
� �
� I �
` � � i il
, � � � 1 i 1
r � � . �'V '',t,�
;
� x 5sa� � `�
� �4�� ��_ ,� G
� � � , _ ��! �� �; � � _ _--� I�� !
i�� r1�'��� � �='c���S��� � '�' � ' � �
�
->c �"1�\ ��1� .�)7� '�\-'^G 3'.��..���.,-i� 981.9 � /�. ` �_ --�r\jJp� a,
Ac���' � � �� �
, ��� � f V '� � v "5� 1 �� ! �
v qg3�' /� � �\ r �'
�9ss.�� A� � �` S-/• � 9gy.o ��� � � � � � 1
\\, '� 9�.s � �/'� ! L , ,��/. / 30 �
� � ,�. 9Yz� �
� -� � �, j X ��- �f 1 s 1 �Pos�c>
;_��
, , ' �� ��'": � � \ x �\ ' Sl,i � � ' a /' �/�/;ELL �
7;�'Gm \ ri � /
. ( � Y"�OQc�s�J�? P�Fti� �
� °� \ � �T�YQ1i�L� C6 � "fAl-�� 1 � / i
� - ���,�R� � \\ �� x � �t�Rrn4� - j' � i
�; � �� � .� ��.
a � 98ti.��� 923`, � cC� � �
i
_ ,
�, .. _ `]96.2 \ �� � 99a 1 � / 1
� �� �-�r.l. �,-:r...:,..rr - �� X
� L--
?7'�... -� �' . �vio v�
R� . +�3 �'
:-;;•,�,�_� , ._ . . �.
�, , C�i�` , r x
�. � � '
�1�� ��39
G- Iv���• � u � S 9g�o
ct►y�.�� V;�� +� .E.� ... v
�1io�" l"� - � L[ k.' .• '� . /
� ��I ,� . . � .., �n
.li�(i\>I�� 'l0 .. . ... . . . � . .
�li. 1`..; � ') I
-' ,�F'_ � �
�
,�-�. �� �r_ \
�\ �r����' la��.. N��1V� EQa�P*��r�-< o�'� �i'�
o�-�l-r� ��o4oS� 't1��C'��l�����-t �
� Y�'�'�'�1S �S�G'Ft`j�E $ fk�'«`�- Lb1-�S'��1�L�10}.1 �
� ,.
_, �
�
. i
f�r?OPERTY OF� ��c.�� ; }-<�=,= I
�L�tJX�j_D i-a S S'�'� ��- — o i � = so i
� �r . erco otion Tests Scole� - '
Go�-�1� dr vgov"�E'�r}� u"�� XSoil Borinqs i-C'� 1-i �,L-� �.- i
Su�;���t,rz-S _ ���'�� � EenCh Mork U�-'t�?�� ��i-S � 1��G�f-�YI , �p �
Note� This syste� is to be constructed to meet I
� `. the M�nnesc.o Poliution Contro' Agency - /NG/ C�
s P TEsr
Chapter 7080 & Local Ordinance 2
/ i`;
Designed By= `���� U�. � �: ._. ____
• Note : Check all underground utilities nofe: '^;/LGj=�n, PH. 612-497-3566 ,
---- --- - -- ___ __ _ - -- -
� _ �'_
; ',ti �} .I S:
� � --�- Y,;��K- ` ---� �
_ �� /o �c C- ; `�;:-_; _, — -
r- - - ��� � — _ --�
, - , �� i �'�\
,. � , ���,\ � �o��� .3rc4__. �.
- G � _. �i�-c F�`��R�� < <1�
3 �_. ,,
; ��_5 �5�1a� �s?.p I
i �V-��� \l 1��-i% - `���
1 ,
S E T- 9 A C'��t S ' �a ----s�-- --�� - 1-�-�- --�
��__ .
- -�— --
� HOUSE � System must be �
� ' Tank 7�� from property lines c� "}• �'��'�- '�`�.`�"�'°�* ,
, . x — _�-r�, �,._�
� ��-� S - � from wells
� �.Ja`-�--o�ST ?a from b'dgs.
' � ""'' Trea�ment orea =�frcm lakes , _� streoms
- ����
! Treatment area Z�� from property lines NOTE� Power supply and switches must be located in a
, � /weather proof encbsure outside the pumping chamber and manhole
M/�1-�I�Ott�S m��n ia�' 7S from W2'.IS
� (3RGCF�t� 20 'from bidgs.
i— —, /�' from trees i� �I SOIL BORING ELEVATIONS
�
, , � _ - o
min. A o�c�� p /'` / q
' T N. � ��.�.J�2.•! �1 t'��l�— I�� �,r.
I - i� �i � �dia.su I i e 1 _ rade�.°io TH.�2 EL. 3.5�:�'
Tank � ! Tank � ;;� - �� 9 TH�3 EL.-�`�4.�
Orop to Tank I i ; I�� PRESSURE DISTRIBUTION MOUND SYSTEM .rH.•4 �L:2,�
. �� � L� ���'� �-- M�i,1\'�a�.a y
� �U�in. i to 8 �Pumping TH�� EL.'3��
Max,l��to4� � ��t:� -t'�1a�C.s S�,r�`.�o�� ELEVATIO'J ot PROPOSED PUMPING
Chamber
4�l0 6��dia. pipe CHA�U�BER-�.�o'�'�•a,Y��p�'
�t�Y��� � -(oP cr�'6w��-��
SYSTEM DESIGN -MOUND �� L6 W'�ST ��ow - �1��
TYPE-S, � BEDROOM , Averoge percolation rate 1'-�• min./inch (design.83 sq.ft treatment orea per gal. of daily sewage flovr)
� ��gal./day x.83sq.ft/gal.�a� sq.ff.of treotment areo +10% _ �`�`- sq.ft. (= IOft.width=�ft.length of bed orea +side slope run�to l x�height=�.._ft.x`�'1 ft.lown•area needed)
� � Clean rock needed-
4�sq.ft.treatment area x •l o�depih af rock�`�cu.ft=27= Z� cu.yds,(3/4�to 2!/��dia. ,includes 2�of rock above pipe)
1 �'a�s� Clean sand fill below rock needed��cu yds approx. , sandy loam bock fill��cu.yds.approx., topsoil 6�� Zcu.yd. A4r�-_�F_���_-Qs�'��_-_1-� -
was�v �-cc..flM���J9 -�o Aco �o�o -Co ToeSo��.�oF i¢K���A� S�oQE �y c�Y�_-��;
Number of tanks required � , Ist tank � � gol. , 2nd tank ����gal.minirrxms pt..0 s P�-1 m P�t�►.a :-� �m pE R- .
IPumping chamber capocity- 25% of doi�y sewage flow of�gal.=1��gal.+reserve storage of 15 0•�=:1!BF�.�4 gal.+pipe back droinage- � ,i,f-
� PROPERTY OF� P��-�£`� -� ,
iof I`� gal./IOOlin.ft.of�� dia. supply pipe, lin.ft.needed '� v , _l�gol.+ manifold 1`�gol./IOO liR't of���dia,pipe, I�.ftneeded� , Z gai. �o� � ,����
I total capacity needed.�.�goi.(plus area for pump) uS E rn,n.1�SO ga 1,ca P. O'�o�o NI�-1 . �--}'�?1� - C�� .
Distribution pipe 1���°dia. , �lin.fk, ��{'���dia. perforations�_��apart
Pump size ��hp. (pumpable capacity 2��gol. 4cycles/day) �1 ��___�_4�_�_1-i��o _���bs� O�SclNR�-�'� .�q �a1�i��1, _ ; S-P 7-ES7-�NG /,�/C
. No!e � When constructing bed - � this oreo shoufd be shoped Nole= Dis!once from treahnent area to nei h�in we!Is- � lj� � �, ___
� '� � .._r� run-o`! �roT. ��'er ng rreatmen! orea. _� ��- -��- - ,-'���', i,� r 9 9 Des�gned ?y oti�-- L: t
� _ �`� � - �--� � � , �'�� . ;,'2- �9'- ����
_ � � MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
� ,
A. FLOW Estimated Sewage Flows in Gallcx�s�xr d�y
4, 5) cRr�>
Estimated��gpd (see pages D-7 or I-3, ,`�m�� ,
or measured d x 1.5 = - or Typc I Type]f Type il[ T��
g P I�e�iroom s 1 V
B. SEPTIC TANK LIQUID VOLL�'fES Z 30o Zu �Ao
3 450 3(i0 218 �
4 600 375 256 °�`b`
1- )�`O �; t- 1 C c.� D gallons (see pag�s C-3 or C-�; s �so aso Z�a "';o'
6 9G0 525 332 Trr�i.
7 1050 600 370 fl"
8 1200 675 408 cd�a'
C. SOILS (refer to site evaluation) ,,
:.1 • � Scpl'e T.��4 C.y�.ciii��6�g.il..ns
1. D�pth to restrictinb laye: = 1 � :nc:��:s ,
� ,. , V�,unxr o( �1i��mi�m l.iyuiu L.quid c:+p:+��ity wl;;,
2. Depth of percolation tests = -- inclles ��.��f �.:,a�,y I g+rbagc�,.,,,,��
3. Percolation rate I�-1 . �� Inpi z;�;� ;�, ;�
4. Land slope 3 % 4 or 6 ,�,�, z�
�,s a 9 z000 woo
o�«9 •.---
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 =
��v gpd x 0.83 sq. ft./gpd = ���, sq. ft.-t-�:;�� = ��%�+`� '
2. Select width of rock layer (10 Eeet or less) _ > % ft.
3. Length of rock layer = Area = Width =
��-I sq. ft. � /0 ft. = 1�4� ft. Rock Bed
f•t•f.l•f�f•f.r•l�f•l�l�l�l�l
ti•'.•'.•ti•ti•ti•ti•ti•'.••. • •. ti•ti•ti•
t•t•f•t•t•t•f•J•t•f�l.l•t•r•:
ti•ti•ti•ti•ti•ti•ti•ti••.•ti•ti•ti•ti•ti•ti• idth _<IOft.
•r;r;f•r•r•r•r•r•r•r;r;r;�.r:r
. ti•ti.ti.ti.ti..
��r•:•:.:•r•:•:�:�r�r�:�:::�r
E. ROCK VOLUME ►-- �e„�th -�
1. Multiply rock area by rock depth to get cubic feet of rock;
���sq. ft. x /-'��ft. _��cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�sl cu. ft. s 27 = �2 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�'1 cu. yd. x 1.4 ton/cu. yd. _ �� tons.
F. ADSORPTTON WIDTH �U�`1' ��r''�
1. Percolation rate in top 12 inches of soil is �4.'� mpi Absorption Width Si�(ngTablc
Percolation Rate Galbns Ratio of
2. Select allowable soil loadin�t, rate from table on page E-; in Minutes pu so��rrX��� per day per Absorplion width
fnch(MPI) square foo[ to Rock Laya
• ��_ gpd/ft� w,d�n
3. Calculate adsorption width ratio by dividing rock layer Fa�terthan0.1� c�s�,n ---- _____
o.�ws sa�a t.io i.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��os•• Fine Sand•• o.�o z.�o
�1 6 to 15 Sandy Loam 0.79 1.52
1.20 gpd/ft�t .a � gpd/ftz= � , �i % . 16to30 �am o.� 2.��,
31 to as silt Loam o.50 z.40
Check this value on page E-16. ���o c�ay r�„ o.4s z.��
60 to 120 Clay 0.24 S.W
4. Multiply adsorption width ratio by rock layer width to get Sli���an c�sy --- _____
required adsorption width;
? "� x 10 ft = %�:,,� ft
�1
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more, subtract rock layer width from ,
. adsorption width to obtain minimum downslope dike toe for
absorption: ,'`
�c�.2ft-�ft = �_feet � ,
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation 1 , � feet
b. Multiply rock layer width by landslope to determine drop „�,�,,Q
in elevation; Slope Difference ��A.�
�x ., "' % �- 100 = . � feet � �-��-�
c. Add depth of clean sand depth of clean sand for "��'" � �����•
separation at upslope edge (2a) to depth of rock layer to R°�,�W'��`}'�
rock depth and the depth of cover to find the total mound °`��'"�`"'''`�
�,°" �_
height at upslope edge of rock layer;
l. � ft + 1 ft + 1 ft =� . �� feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of � �
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: �, � x - '--; = 1 1 feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
'� • � + . 3 = 3 , feet
g. Enter table on page bottom with landslope and
downslope dike ratia
Select dike multiplier of_ �-) . ��--�
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: ?.Y x y-�� _�_ feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of the two values as the do�vnslope dike width;
I '�_feet
Total mound width is the sum of u Slo e dike a«k�a'width�.....• . ���••Upslope.Dike Wldth����. �� �•',.}_::;.,
J• P P �-�-:�:.
�vidth plus rock layer width plus do���nslope r;.;.......::.......�•••:��.,..,:..,:......,.:: :;;.-..::�.....: :: .��.:i:.•:`:::::..:
� K«k lSed Length
dike width; �` `�;;:�, �*��'""'"
�� ft + �ft + � ft - �_feet uPSio�`�����v;d��;__i-'-_::::::...�:..:.::'.;:"..:..'::..:..p...�............:..���.i
_ •..0 si� txk�w;a�,
k. Total mound length is the sum of u slo e
P P
�:'.;�' Downslope��Dike�1Nidih�-�--���::•.;
dike width plus rock layer length plus
u slo e dike width;
P P
_�_ ft + �,� � ft + I a, ft = �'�2 feet .��.�� .��.�� ��c.��-���� � _�
. .. .. . . .. .. .. .. .. .
�� -4" � }� -�I'" 1/� /(7� � Towl Le:,�L'�__/Z
/v L
owns op� ps opc
3:1 4:1 5:1 &1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
%slope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3.09 4.17 5.26 6.38 7.53 291 3.&i 4.76 S.t6 6.�4 7.47
2 3.19 4.35 5.56 6.82 8.14 2.fi3 3.70 4.."ri 5.36 6.i4 6.90
_.,�__. 330 C4.54 �) 5.88 . 7.32 8.85 ?T '�3.57 -� 43i S.Q4 5.79 6.45
4 3.a1 476 6.25 � 7.av 4:2 �.i� __,� c.;7 q.g; 5.�5 6.(k;
= 353 alb 6.67 S5, :0.7 ?.6: 33s ..t`..) 3.r� �.;9 SJi
6 3.66 516 7.14 9.3& 12.07 2.�.i 3.'t3 3.b.i 4.41 4.93 SAl
7 3.80 SS6 9.69 ]034 13.73 2.18 3.12 3.70 4.Z3 6.70 5.13
8 3.95 5.88 8.33 1154 15.91 2.42 3.03 3.57 4.05 4.d9 4.88 '
9 4.11 6.25 9.09 13.04 1&.92 2.36 2.94 3.Qi 3.90 4.30 4.65
10 429 6.67 10.0 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.4A
11 4.48 7.14 ll.l] 17.6i 30.43 2.26 ?.78 3.73 3.67 3.95 426
1? 4.69 7.69 1750 2'..43 13.75 '..21 270 3.12 3..9 3.80 4.G8
PU11�P SELECTION PROCEDURE ` �
A. Determine pump capacity:
CGravity Distribution EMD PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of ��,,,, ��„
water use rate.
Topwil
2. Maximum suggested for delivery to a drop bcx nf a home��stem is 2,700
.��Loyer of Geol�xtll� foMlc(or far-
gallons per hour{45 gpm) to prevent build-up of pressure in drop box. ' ��mY s,�a �,�, ,,,��,a,.�,,r�r a.,,,,,,��ra,
�:�rith red rosin poper)
n ar e c a . Perloratioa Orlll�d Hwiza+tolly
Pressure Distribution • •• • .� Nto p Ncur 7op
3. a. Select number of perforated laterals Z '�.:��� , A� ��o�� �z•�o eac�
ran FI•IO_Rock ,. .,- �' ol Roct layer
b. Select perforadon spacing= � ft. � P„r«a,;o�>�w��a a�
c Subtr�t 2 ft.from the rock layer length. uw�s�a �ri, B°"°m o� �o�«a�
�^ -2 ft._ .,� ft.
r
ref �8�
Orlpinal Soll Propvly Scoritl�d
B�ton Plackp Sond Loyer
d. Determine the number of spaces between perforations.
Length perf.spacing= �.;,.: ft.+ ' ft._ ��< : spaces
TABLE OF PERFORATION DISCHARGFS IN GPM
e. �v spaces+ 1 = ��"' perforations/lateral
' f. Multiply perforaHons per lateral by number of laterals to Head Perforation diameter(inches)
get total number of perforations. �
' '/
,y�-. x '�� �Qa1=�perforations.��'.� " •
].Oa OS6 0.74
(���I X ,' " : - m ]5 0.69 0.90
g' � sP7-�=.iL gp z.ob o.so �.oa
2S 0.89 1.17
SELECTED PUMP CAPACITY �� m 3.0 0.98 1.2s
�-�$p 4.0 ].13 1.47
5.0 126 1.65
B.Determine head requirements:
aUse 1.0 foot of head for residential systems.
1. Elevation difference between pump and poi�lt of discharge. bUse 2o f�c of head tor ocher escabiut,n,encs
�.�feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
�_feet
3. Friction loss Pipe Lengeh
; ;
a. Enter friction loss table with gpm and pipe diametcr. Poinc of Dischar�e
Read friction loss in feet per 100 feet from table. a�ss p
F.L._ �,•(� ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge p„n,p �,�y �
, point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times pipe length=
�/�/ 1.5 inch 2.0 inch 3.0 inch
�� X 1.�J=�f�ft gpm Friaim loss per 100 ft of pipe
c. Calculate total fricHon loss by multiplying l0 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= a, c� x ���_+100=�_feet 14 1.28 0.38
4. Total hcad required is the sum of cicvation differct�ce, 16 1.63 0.48
18 2.03 0.60
special head recluirements,and total frictiot� loss. 20 2.47 0.73 0.11
25 3.73 1.11 0.16
�� + .S� + Z 30 5.23 1.55 0.23
(1) (2) (3c) 35 7.90 2.06 O.�n
40 11.07 2.64 O.:iy
45 14.73 3.28 0.48
TOTAL HEAD 1 `� feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
C. Pump selection
� 1. A pump must be selected to deliver at least�� gpm (Step A)
��ith at least�� feet of total head (Step B).
L-13
C�RTI1'1�'��.":'I;i;; •� U�'E�2 i 1,� .�a , "f_ ;oiJ _l;c�t i_�_y_;
Location or Project Dickey site, Lot 4 , Block l, Orono
Borings made by ;;-p �e5tinq , Inc . Steve Sch� rmers Date 11-16-93 �
Classifiction System: AASHU ; OSD11-SCS X ; Unified ; Other
Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X
Depth , F3oring number 1 Depth , Boring number 2
in in
feet Surfac�: elevation 983 . 9 feet Surface elevation 984 . 4
J - --- ---- ------- -- 0 - -- -
Topsoil dark brown Topsoil dark brown
loam loam
1 1 - 0 - 1 ' 4"
0 -- 1-1,/ 2 '
Gra �o°amn 1-1/2 ' - 1 ' 10"-MO Gray brown loam
2 - RUSty 1 � lOn- 2 � 2�� }JTOW�i loa 2 1 � 4�� - 2 � 2"-MOTTLED 2 � 2tt
Rusty gray brown Rusty gray brown
clay loam 3 _ sandy loam
3 - 2 � 2�� _ 3 � 2��
2 � 2�� _ 3 � 4��
Rusty 3 ' 4" - 3 ' 8" g�o�mclay
Rusty gray silty loam Rusty olive gray
4 3 ' 8" - 4 ' 4" 4 - clay loam
Rusty olive brown loam 3 ' 2" - 4 ' 8"
4 � 4�� _ 5 � usty 4 , 8„ _ 5 � �i}�e �oa�i
5 - 5 -
6 - 6 -
7 - 7 -
I
8 8 - f
�
— �
End of boring at 5 � feet . End of boring at 5 � feet .
Standing crater table : Standing water table :
present at 1 ' ll" feet of depth , present at 2 � 3�� feet of depth ,
17 hours after borin 17 �
9 • hcurs a�ter boring .
Not present in hole Not ��resent in hole
Mottled soil : Mottled soil :
Observed at 1 ' 10"feet of depth . Observed at 2 ' 2" feet of dept:� .
Not present in hole P1ot present in hole
Comments : Comments :
:,--1 �
Ci�;l�;"�'ll�'l�' . 'i'I;1:� GU�1 i ! ��f ��o_ � � � �
. ' -- - -- -- - - �i�:�
Location or Project Dickey site, lot 4 , Block l , Orono
Borings made by ;;-p ,'e.�tinq, Inc . Steve S�hirmers Date 11-16�93
Classifiction Sy�tem: AAS�IU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : lIand_ X , or Po�-✓e�� , Flight , or Bucket X
Depth , F3oring number _ 3 L= :�th , Boring number 4
in ;�n
feet Sur£acc� elevation 984 . 1 ��et �urface elevation 983 . 0
0 - -— ----- ------ - — ��� -
Topsoil dark brown Topsoil dark brown
loam
loam
1 - 0 - 1 ' 2" i - 0 - 1 � 4��
Brown clay loam
1 ' 2" - 1 ' 10"-MOTTLED ' 1 �� br wnyload� ' 4" - 1 ' 8"-MOTTLED 1 ' 8 '
2 - � -
Rusty olive gray Rusty gray brown
clay loam clay loam
3 - 1 ' 10" - 3 ' 2" 3 -
Rusty olive gray
1 ' 8" - 3 ' 10"
4 - loam 4 - Rusty gray brown
loam
3 � 2�� - 5 � 3 ' 10" - 5 '
5 - � _
6 - 5 -
� ` 7 -
I
8 — a — �
i
— �
End of boring at 5 � feet . End of boring at 5 � fe�t.
Standing �✓ater table : Standing water table :
present at 2 � 3�� feet of depth , present at 2 � 2�� f�et of depth ,
17 hours after borinq . 17 hcurs a�ter boring .
Not present in hole r;�t present in hole
Mottled soil : ;•;ottled soil :
Observed at 1 ' 10" feet of depth . Observed at 1 � 8�� feet of depth .
Not present in hole t:ot present in hole
Comments : Co��ments :
L,-1?
C�I�TII�'1�_.-.';'1 : �;,�t�27 ,�� �: � :�oi 1 I��1 �_�;y:,
Location or Project Dickey site, Lot 4 , Block l , Orono
F3orings made by ,;-p ;��stinq , Ii�c . Steve Schirmers Date 11-16-�3 '
Classifiction Sy�tem: AASFIU ; USDJ�-SCS X ; Unified ; Other
Auger used (chec: two) : IIand_ X , or Power , Flight , or Bucket X
Depth , Boring number _ 5 Deptn , �oring number 6
in in
��et Surface elevation ��`� �' ,� feet 5u�face elevation � " % ')
�J - ----- . ------- -- 0 - ----
Topsoil dark brown Topsoil dark brown loam
loam 0 - 1 '
1 - 0 - 1 ' 2" 1 -
Gra brown Brown clay loam
loam 1 ' 2" - 1-1/2 ' -MOT�'L�p„ , 1 ' - 1-1/2 ' -MOTTLED
2 brow �oa�i 1-1/2 ' - 1 ' 10" � 2 _bro n o}ave 1-1/2 ' - 1 ' 10"1-1/2 '
Rusty olive gray
Rusty olive gray clay loam
3 - clay loam 3 _
1 ' 10" - 3 ' 4"
1 ' 10" - 3 ' 10"
Rusty olive gray
4 Rusty olive gray 4 - loam
loam
3 '10" - 5 ' 3 ' 4" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 ' 8 - (
�
— -- —i
End of boring at �_ feet . End of boring at 5 � fe�t.
Standing ��ater table : Standing water table :
present at 2 � 4�� feet of depth , present at 2 � 3�� f�et of depth,
hours after borinq . hcurs a�ter boring .
Not present ; n hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1-1/2 '_�et of depth . Observed at 1-1/2 � feet of depth .
Not present in hole P1ot present in hole
Comments : Comments :
CERT. y00627
. YERCOLATIOi� TEST D:1T.-� SIIEET �
"a.n,. �
P�rc��l.i?i��n te�t r�adin�_� made h� S—P Testing, InC . _�,r� 11-17-9 3 ;ta��in�� at 9 : 30 � � i�, �
Lot4 ,Blk. l ,Dickey site 1 11-16-93
�Test hol� !���ation , }-{���z numher , Date hole ����� ��r�par��i
DeE�th��f i-���le bottom 12 inche,. Diameter oi hole 6 inches
Soil data trom test hole:
De�th, inches Suil tczture
0 — 12" Topsoil dark brown loam
ATethod��f scratchine sidewall Kn�f a
Depth of�_ra�el in bottom of hole 2 inches
11-16-93 2 : 30pm 12
Date and hour of initial ��ater filling , Depth of-initial ��ater fillin� inches abo��e hole botturn
., Automatic siphon
I�lethod uced to maintain at least 1� inches of�vater depth in hole for at least 4 hours
6
. ti1aximum ���ater depth above hole bottom durin�_resr inches
Time Percolation
�:ime interval. � ��leasurement, Drop in ���ater rate. �� Remarks
minutes � inches le��el, inches minutes per '
, I inch '�
• 9 : 15 prefill I 6 I
9 : 30 10 : 00 I " 3-7/16 8 . 7 � 30 min
10 : 23 I 10 : 53 " 3-1/4 9 . 2 , " "
10 : 54 11 : 24 � " 3-1/4 9 . 2 ! " "
(
� �
— � I
1 i 1 i
i i 1 �
i _ j
� �
�
; �
i i
I �
� I
Percolation rate = � - � minutes ��r inch.
� CERT. �00627
. PERCOLATIOy TEST DAT� SHEET
Percolation te�t readin��s m.ide F�__ — _-P Testing, InC . 11-17-9 3 9 : 31 �;����i.m. �'i
on >tartin��ar �p.m
Lot4 ,Bl:- � ,Dickey site 2 " 11-16-93
1�est hole loca�ion . }3ole number , Datc hole ��as prepareel
12 6
Depth�f hole bottom __ �hes_ Diameter of h��le inche�
Soil data from test hole:
Depth. inche� Soil texture
0 - 12" Topsoil dark brown loam
1�lethod of scratchinR side�t�all— -`i f e
Depth of gra��el in bottom of hole 2 inches
�1-16-93 2 : 30pm 12
Date and hour of initial �varer filli� , Depth of initial water fillin� in�hes abo��e hole bottom
�lethod used to maintain at least 1= n;hes of water depth in hole for at least 4 hours Automat iC s lphon
6
, til�iximum ti�ater depth abo��e hole bottom durin�*test inche,
Time Percolation
;ime inter�al. I�leasurement, Drop in water rate. Remarks
minute` inches level, inches minutes per
inch
' 9 : 15 refil = 6
9 : 31 10 : 01 " 1-5/8 18 . 5 30 min
10 : 22 10 : 52 " 1-1/2 20 . 0 " "
10 : 55 11 : 25 " 1-1/2 20 .0 " "
� I
1
- �
I - - I
� -- � �
, I
Percolation rate = 19 . 5 rr; :-..:*es per inch.
CERT. =00627
. PERCOL.�TIO\ 1'EST DAT.� SHEET �
-_�.,:�„: �
P�rc��l,iti��r: �e>t re:idin_� made b� �—P TPst-i nq, Tne _ ,�n 1 1 -1 7-9 3 .tartin��at�s 32 ��.rii
Test hole l��cation Lot 4 ,B lk. 1 , Diekey site H�,le number 3 � . Date hole ���a�prepare�i 11-16-9 3
Uepth ot h��le bottom 12 in�h�.. Diaineter��f hule 6 inches
Soil data from test hole:
D��th. inch�s Suil t�stiue
0 — 12" Topsoil dark brown loam
I�1ethod of ticratchin� side�.all Kni f e
2
Depth of gra��el in botrom of hole inches
Date and hour of initial water filling 11-16-9�eptfi c3it�i�ii�ial �tiater filling 12
inches abo�e hole b��tt��m
[�9ethod uced to maintain at least t� inches of��ater depth in hole for at least 4 hours AutOmatlC SiphOn
, �la�imum w�ater depth above hole bottom during test 6 inche�
Time I Percolation
;ime inten�al. � ,�teasurement. I� Drop in �vater rate, Remarks
minutes �� inches � level, inches minutes per
' inch
• 9 : 15 prefill � 6 I
9 : 32 10 : 02 � " I 3-1/4 9 . 2 30 min
10 : 21 10 : 51 ' " ! 3-3/16 9 . 4 " "
10 : 56 I 11 : 26 " � 3-1/16 9 . 8 " "
' � �
' �,
I
� � i
I I
( - � - � 1 --
i : 1 �
,I
I �
, �
� i
Percolation rate = 9 ' S rninutes per inch.
CERT. �00627
, PERCOLATION TEST DATA SHEET
Pereolation te�t readin�_. m�ide h� S—P Testing, InC . 11-17-9 3 � 9 : 33 �, `'.n��';
_ on �tartin��ar � p.ni.
Lot4 ,Blk . l ,Dickey site 4������ 11-16-93
�['est hole location , Holz number . Date hole ���as prepure�i
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Suil te�[ure
0 - 12" Topsoil dark brown loam
Method of scratching side�vall Kn i f P
Depth of ora��el in bottom of hole 2 inches
11-16-93 2 : 30pm 12
Date and hour of initial �tater fillin�� , Depth ofinitiai water fillin� inches above hole bottom
I�lethod used ro maintain at least 1� inches of water depth in hole for at least 4 hours A �toma i S lphon
, �ti1aximum�rater depth abo�e hole bottom durin�tesr 6 inche,
Time Percolation
�:ime inter�•al, Measurement, Drop in water rate, Remarks
minutes i inches level, inches minutes per
inch
� refill 6 �
" 3-7/16 8 . 7 30 min
� �� �� �� �� ��
n n n n u
I
�
� I
�
i
I
I ! I
f I
� ' I ; I
�
�
Percolation rate = 8 ' � minutes per inch.
CERT . =00627
- ., .
' YERCOL�TION TEST DATA SHEET
������1
P�rc�,lati��n t.�t r�a�7i��_� nia�ie h�� S—P T�st-i na Tnn. ,» 1 1 -1 7_9� �r.ittin�� at 9 : 34 T. �
_. � �,_
Test hole lorrti��❑ LOt4 ,Blk. 1 ,DiCkey slte }��,le number 5 , Date hole ���a.prepare�i 11-16-93
Depth ui hc�le bottom 12 inche,. lliameter��f hole 6 inches
Soil�i�ta from re5t hole:
Depth. inch�� Suil testure
0 - 12" To;�soil dark brown loam
Method of scratchin� sidewall Knif e
2
Depth of�ra�el in bottom of hole inches
11-16-93 2 : 30pm 12
Date and hour of initial water filling , Depth of initial �vater fillin�= inches abo��e hole bottom
Method used ro maintain at least 12 inches of�vater depth in hole fvr at least 4 hours AutomatiC s iphon
, I�1a.�imum ti�ater depth above hole botrorn durin�test 6 inches
Time Percolation
;ime inter�al, �Ieasurement, Drop in ��ater rate. Remarks
minute� inches level, inches minutes per
I inch
• water re aining in est hole I
9 : 34 10 : 04 6 1-1/16 28 . 2 30 min
10 : 19 � 10 : 4 9 " I �� �� „ „
�
10 : 58 j 11 : 28 " I ��
�� �� ��
I �
' � �
' � 1
� � - ;
i
i ' j
i _ � j
� ; � , �---
� �
� ,
I � j
� � ' I
Percolation rate = 2 8 • 2 minut�s p�r inch.
CERT. �00627
� �r �
� PERCOLATION TEST DATA SHEET
Perc��lationte�treadin�sma�ieb}� S—P Testing , InC . 11-17-93 9 : 35 a.m.
L__ __�
_ on �tartin��at p.m.
Lot4 ,B1k. 1 ,Dickey site 6 11-16-93
Test hole location , Hole number , Uate hole �ras prepare�l
Depth of hole bottom 12 inche;. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil te�ture
0 — 12" Topsoil dark brown loam
Method of scratching side��all_�(�i f e
Depth of;�ravel in bottom of hole 2 inches
Date and hour of initial water fillino 11-16-9 3 2 : 3 Opm 12
� , Depth of�nitial water fillin� inches abo��e hole bottom
Method used ro maintain at least 12 inches of�vater depth in hole for at least 4 hours Au tnma t i e �i �h on
, Maximumµ�ater depth abo��e holc bottom durin��test 6 inches
Time Percolation
��ime interval, � lfeasurement, Drop in water rate, i Remarks
minutes inches level, inches minutes per I
� �
' inch �
• 9 : 15 prefill � 6 �
9 : 35 10 : 05 I " 2-3/4 10 . 9 30 min
10 : 18 10 : 48 i " 2-9/16 11. 7 ; " "
10 : 59 11 : 29 " 2-9/16 11. 7 � " "
� I
� � �
I � I
i I
� �
--- � —1—-- �
I �
I i
� �
� �
i
Percolation rate = 11 . 4 minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN �:'�-� r� "�
INSPECTION NOTICE SCHEDULED �S�/i� 1>"i /C� �%'�-
PERMIT NO. coMP�ErEo �� /o���—
<-- �
ADDRESS_���_� .�-�. �i.���_ 1, _
� �
OWNER �- �.,L'�-.� C6NTR.��.��-�_�-_�
TELEPHONE NO. rI.Z 7 '7� S �
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 1 B EXCAV/GRADING/FILLINd
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z 05 FINAL 14 SEWER HOOK•UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEM�FINAL 15 EP =� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO*EET YOU: E _NO �
� COMMENTS: '—"
�
W -+
�
� - / C_
0
�' r- o
�
0
�
W
�
Q
�
Z
W
�
W
�
�
d ❑WORK SATISFACTORY:PROCEED
W� PROJECT COMPLETE
W C: CORRECT WORK 8 PROCEED - ISSUE CERTIFICATE OF OCCUPANCY
� C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOPORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor. n te:
Inspector.
White Copylinspector's File Canary CopylSite Notice
CITY OF ORONO CALLED IN
r D�� �J�
INSPECTION NO SCHEDULED —
PERMIT N0. � co PLETED -� �1
ADDRESS �� { ✓a D�':
OWNER CONTR. �'�� I G�i
TELEPHONE NO.
� DESCRIPTION _ ����
� 01 FOOTINd 11 MECHANICAL RI 18 IXCAV/(iRADINO/FILLINO
y 02 FRAMING 13 MECHANICAL FINAL 19 LAl�SHORE/WETLANDS
0 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWER HOOK-UO 06 PROGHESS
~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
�Q 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI PTIC FI 35 HARD COVER REMOVAI
v 10 PLUMBINO '� 36 FOUNDATION REMOVAL
Z OWNER/�Kn�TO MEET U• YES_NO /_ t
� COMMENTS: � '�" �' / /.
�
� � J� �
�
J
O
�
�
O
�
W
�
Q
�
Z
W
�
W
�
j
d WORKSATISFACTORY:PROCEED _ PROJECTCOMPLETE
W
� ❑ CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CALL INSPECTOR '= CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnedContractor on it
tnspector. -�� � %�
White Copyllnspector's File Canary CopylSite Nottce
L�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED -- r
PERMIT NO. 'i' : � !; :► ,%,�
COMPLETED
ADDRESS � � �
OWNER CONTR. �
TELEPHONE NO.
�
� DESCRIPTION �-'
� 07 FOOTING 11 MEC ICALRI 18IXCAV/GRADIN�/FIWNO
y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 031NSULATION 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-UO 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTI NT. 21 COMPLAINT
�.i
�Q 07 DEM�FINAL T1C INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YQ •_YES_NO
� COMMENTS: " `
� `� a,r' .�
�
a � � �
�
J
O
�
�
O
�
W
�
Q
�
Z
W
�
W
�
�
d J�CVORK SATISFACTORY:PROCEED �. PROJECT COMPLETE
W �
� L CORRECT WORK 8 PFOCEED � ISSUE CERTIFICATE OF OCCUPANCY
� C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PEiiMANENT
❑ CORRECT UNSAFE CONDITION WI7HIN HOURS. r pH0T0 TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
OwnerlContrac si :
Inspector. �
White Copyllnspector's File Ca�ary CopylSfte Nofice
DATE TIME
CITY OF ORONO CALLED IN �-.z Q�`��'
INSPECTION NOTICE SCHEDULED 2� ; 3 �
PERMIT N0. 7��U COMPLETED � _�
ADDRESS ��s L•�— �-�' ,,(�� C4J
OWNER c'�L�. �c° CONTR. Gt�-4 �
TELEPHONE NO. ��3 � 7i S S� �
� DESCRIPTION
� 01 FOOTINd 11 MECHANICAL RI 18 IXCAV/GRADING/FIWNd
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yyq�,l gp, 12 WATER HOOK-UP 17 SITE INSPECTION
� 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
2
� 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
�Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ;
Z 09 PLUMBING RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL
v 10 PLUMBINQ FINAL 36 F UNDATION REMOVAL
Z OWNER/CONTRACTOR TO ME Y9U:_YES NO
� COMMENTS: � �� X �=l'�
�
a � � �
�
J �
O
>.
�
O
�
W
�
Q
�
Z
W
�
W
�
�
��RK SATISFACTORY�PROCEED - PROJECT COMPLETE
W
W�C CORRECT WORK�PROCEED Li ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORAFY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHiN HOURS. r pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR '- CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins ction 24 hours in advance.473-7357
OwnerlContracto
Inspector. '�
White Copyllnspector's File Canary Copy/Site Notice