HomeMy WebLinkAbout1992-004515 - replace drainfield � .�,
PERMIT
�ITY OF ORONO PERMIT TYPE: � ,
1335 Brown Rd. South • P.O. Box 66 Permit Number: ij�y��1�L� WF�TEFi
Crystal Bay, Minnesota 55323 Date Issued: k�7/i:�!'�i
(612) 473-7357
SITE ADDRESS:
44 S '1F'F�I N�; H I LL RQ
•JE
F'. I .N. . ��—i i=:—�:_,=;�.—c_�c'ri f:1
DESCRIPTION:
����w�r �� W�t•�r F`��rii i t• TyF=� DRf�FLCf t�l�sC; TAh�f':
'�Cwer °� W�t.��, W�+r'��: TyF�e �;E�'LAt:E EXI'�TING
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REMARKS:
FEE SUMMARY:
B�c�� F�� ��i�. i��:2
•=�U1'C�`tc'tt'3*� ----------�'-,.::,i l
T��t.al F�� �S�i .�ir
CONTRACTOR: — A��F�1 i c���t. — OWNER:
FETE�t'�i�N ELMER :� Gt f ��.�1�i�1 N I Ci��N D I�:k;
fiFi � E���� :��� ��5 '�F'Fi I NG H I LL RC�
t7ELAN�� MN �S?�'�� L��1tdG LAk:E MN 4�:�5�
�:F•i:�:y 47i—��i51
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----- ___ _ _ __ _ __ ___ _� _..
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-(��:� t_1�r7��.�:I�!'�iECt t-IEFFE } ����E��_1":=, �Ei;fi I _. r�I E_!t�l Ti�� E���'.E �HE �EGL I t'jF R����:`Et�IEh�IT'�:
's�'EC=I F s�D Ah�l1 t�i7�:EE`� ��� Gi� ALL i��{F;��; I�� '��T�I C:T i:��+�4�`t I�!*J�L� !�!I Ty ALL �.=I TY �r!�
i_t�E_ih,li� �_:}RC?I h•�Rf�i::E�� �I�D '��T�FT��: !_�F t'!I C���fE°:;i:;i���� E:E 1 I L��I t�t� Gi tD� REs�?�.�I�'Es•tEP�T'r� . ,
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�� � APPLICANTiPER IT SIGNATURE ISSUED BY:StGNATURE
S$�TIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
New Construction, Full System $75 . 00 . . . . . . . . . . . . . . . . .
� Replace Existing System (1 or more new tanks & drainfield) $50. 00. � .
Partial Replacement (replace just tanks or just drainfield) $30 . 00 . . .
$0 . 50 State surcharge added to above �ermit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMLNT WITH THIS APPLICATION
***************�********************�**********�*************�*************
NOTE: Ap�licant must initial all spaces. Fill in all appropriate blanks,
check all appro�riate boxes.
Initial
1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: �Precast Concrete Other Manufacturer
Tank Capacities : 1 ) 7l�'z' gal. 2 ) i�:'r gal. 3 ) io>>z� gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature) ; system design requires y�, gpm at `�_ feet
of head. High water alarm make & model
Outside electrical work to be completed by _installer
�electrician other Inside electrical work
must be completed by electrician.
C. Treatment System:
� Trenches : /��� s.f. Mound
Depth of rock below pipe " Rock bed dimensions 'x '
_� Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: � borrowed from site '
(show location on site plan)
trucked in
******�*********�***********�*****:**********�*�****�******�*�*********�***
The undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do all work in strict
accordance with the ordinances of the City and the regulations of the State
of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
-�
- C_-____--- -___.___ ,
/ c-� '] C,_ '_
Signature of App licant: C, a � �% r G�=C � Date:
MPCA Certification No. : ���' ,�'�� � �
APPLICATION FOR SEPTIC SYSTF�A+I P$RMIT •
�
CITY OF ORONO � � � �
Box 66 (1335 So Brown Rd) ��
Crystal Bay, MN 55323 �
*****�#*�**�**�***�*********�*�*�**t***�*�*#�*�:�*******�*�***********x****
General Instructions:
1. You may aPp1Y for septic system permits by mail 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 Approval" cover sheet signed by
the City Inspector.
6 . The following inspections will be required for all septic systems:
a) Pre-installation site inspection to include inspector, installer,
and general contractor.
b) Tank installation prior to covering.
c) Drainfield trench installation prior to covering. For mounds,
inspection is required after rough-up but prior to sand placement
(sand will be jar tested for silt content) , and again during
pressure distribution piping installation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verify that all pump station (where required) components are
functional and comply with codes.
7 . Individual holding MPCA Installer Certificate shall be present during
installation. 24-hour notice is required for all inspections.
******�*****�***:**********�***#�*�::*�***���****�**�****:**:*:�***�:***�**
-' i
JOB SITE ADDRESS: ���:i ����/'� �� �" � ��� I � `�� /����'
� �S _ ,,<'�� � 3� ��> .z
Occupancy Type: Residential� Commercial Other
Owner' s Name:�,�„ �� ��� / y �� �1l Phone:
�
Mailing Address : � � ,,.,r �A�� �-� City: ���,-�_�, Zip:
� ,
Septic Contractor' s Name: ,c.� �� Bus. Phone: � '�/ /, %
Mailing Address: ���� � %� �,�� City: �J/�/f}���� Zip: �.5�3��"
*****�**�***#*��****#****�**�****�*****#**��:*�::****t*:**********#**�***��
- over -
� E��t/e� % i�/ 7/7- /oZ
�
.. �
� ITY OF aRONO Permit # _---, --
� ` :� � �� TI SXSTEM APPROVAL Fee $
w��x *�, �" �
� K
'���� � Lntered By '
c�,
� �';�'� , � �`� j
��, =�� ' � T
``�� neral Contractor will be given a copy of th�.s report and is '
� � sponsible ���NSIDERED AS APPROVED UNLESSuTHIS SHEETtISsATTACHEDC SYSTL�M
DESIGN IS NOT C
LOGATION: / �S `
PHONS: ,l.._.�
GENERAL CONTRACTOR:
` � PIIONE:_�L..[L—�.�A
SEPTIC CONTRI�CTOR: `
� ; � __._._PHONE:
OWNER: �
❑ APPROVED
�CONDITIUNALLY APPROVED : ENote Changes Bel�w)
COMMENTS:
- ��� � ,.�.�_�___� d�..
�r� 1,�� �s �� ,�-_ �
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NUTICE TO IRSTALL$RS: Any changes to the ap�roved plans and soecs must have gr_ior
apgroval of the Inspector (473-7357). Cali for ir.soections 24 haurs in advance.
NU2ICE TO GBN$RAL COPTRACTORSs Primary and alternate drainfield sites MOST be protec�ed
prior to and after system installation to avoid comoaction of the natural soil.
�� �g,,�,�T;,�g;uT„D AP�iS !iIIST BS FS�� o� P'-''-Or tQ building site excavation and fencing must
remain in place until final site grading. Approval to pour footin5s will not be granted
until the Inspections Deoartment has verified that primary and alternate sites are
aciequatel.y protected.
Rp yggICULAR TRAFFIC OF f�eldlsi�tesa either cbefore or afterg systemeconstructionaz�'1'ha.s
within 20 of tested drain
applfes to the lot you are working on and aI 1 adjacent lots. Xou could be held lj.able ior
d;imaging sites on neiqhboring lots.
�7'gIIZCU�R TRr1FFIC G21A CAIISB SOIL COtiPAC°PID�r ��BRI14G DRI�INFIBI+D SITSS [JN e�it5.
Evidenco ofeTnatelsites must be repl ced b fore aaCertificate�of OccuFancyuwill bep3.s�u*�d.
Damaged alt
. ` �� i _
������ . �Y ' ty of Orono �
Date Approved
... �i • : � ,
S-P TESTING, INC. ste�e� B. Schirmers — MPCA Cert. No. 62�
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
p ���
. �o
� �c��ad�
. June 26, 1992
Dick Nigon
445 Spring Hill Rd. �.lUL 1 6 1992
Orono, Henn. .Co. , MN , .,� _ _ __
This On-Site Sewage Treatment System is nesigned for a Type l, four
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - HcC2 - Hayden clay
loam. A seasonally high water table was located at 54" to 68" ,
(mottled soil) below the ground surfac�. F. Standard Trench
System may be installed. The bottom of each trench must be
located at least 3 ' above the seasonally high water table.
The soils at a depth of 18" to 30" have a percolation rate averaging
9 .7 min/inch and 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.
This site has an existing failing system with surface discharge. The
existinq tank is old & may need to be abandoned, pumped & filled with
soil . '
All neighboring wells are located greater than 100' away from the
proposed treatment area & greater than 75 ' away on this site.
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. '
CONT'D
,. •• •• '
Dick Nigon
• 445 Spring Hill Rd.
� Orono
(2)
With proper installation and maintenance, this system should have no �
problem in treating septic effluent effectively.
Nothing other than gray water, (laundry, showers, etc. ) human �
waste & toilet tissue should be disposed of into the septic tanks.
Garbage disposals are not recommended. Additives must not be used,
they may cause harmful damage to your septic system. Recommend
to pump your tank every year if you have 1 tank & every 2 years
if there are 2 tanks.
t�_ � -- ,
n. Schirmers
DS
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j i�ll, C� r `lc c r.,�� _ � � / _ r�' • T"r�tJrC.RI 1 fli��1�i� 1�' \L:� � _
— -'- - 6�xcolotion Tests Sca1e� ��; ,�
oT c-c�:,1..� L 1-� 1�, �-_-�
X 501I BOf It1q5 —
�, _�,- „� �8er�ct: Mork .�r„` o�� c� i����� }� �t�il C
- � Note= This system is io be constructed to meet -.
' - the Mnnesoia Po�►ut� Contrd Agenq ' S-P TEST/N�/N�; ""
Chapter 708� & Local Ordinance � :�-- �; �-, �.
p��y,�ed gy-1 --- � :,�s�
. Note : Check aZl underground ut�.l�ties � p�e��/'l'�, P�+.S�-�9T-3� � �
. � �
• - � _ ex;sfinq q�oCe
- . . --------- -('botk fili 6�min.
-- 3"to4"Ioyer of uncompocied
. . hoy or strow cOvered with = .O 4�pipe do. .
. red rosin poper r�) i '� : •
. • _i
�'I �rock fdier moteriol �
� roke sidewafl5 8� bottom to � . � 5�,.,� .�q,�,,,`�L., � � 'o��
' SET- BACKS . remwe smeoring - - - -� —
��'=36�=-•I y'�' ,C��-�+ �y��o z�
HOUSE � gystem must be= .
� Tank�' from property tines � TRENCH X- SECTION
� ���� 25.: from wells •
. (min, ot two Irenthes)
� from bfdgs. � .
��y Treatment areo =�from lakes,_�streams (mox, lenglh 100 )
� Treotrnent oreo =_�� from property lines � ' ' �
NAVN�O�ES�"��" 2.i�f�om wells � .
?��from bldgs. � �
~ - L�from trees ote�Power svpply and switches must be in o rreother , SOIL BORtNG ELEVATIONS
� i � proof endosure outside �purt�pirg chomber � (
. ,
r �
�min. . . „ �,�.-�. � � � i � ; � : TH�I EL.-L�.So
� p��p -�_� � �--' � � TH. 2EL.�r�D
tafcr'ssvsy ���r.r �'.7��'� r
� Tonk ;; "' ��o '�I`-� � , r--� �r-, o TH. 3 EL- •1s�_'1:.p
Tonk ,, �_, ._ �, Grode�Q,/o sbpe
� Droa to Tonk Fu�,., �,�E--- �� oC�P ' w
,�-� -c�.�-,-��� �o� Ai least 41/2�of undistUrbed TH. 4 E1.-1�D
Min. I��to 8� p���9 � e.art�peen trenches TH.'S EL- �
� ELEVATION ot PROPOSED PUMPING
M���''to4� - • Chomber DROP BOXES CHAM6ER-�..�s= t9 �s� .
4��b b��dio.ppe �� Y x� s-���'U -t3�r'�- - Q�.N>.o� � round elevJ
'4�.r ti�-,F � ��L� t.c.i J So�L �E4 D�F M%��1NuvG �.c�y(»�b'C�w�-�9'S.ts'�
SYSTEM DESIGN Fu w �.� i-�� t� �� - `ds�-�
TYPE�y,y BEDf�00M - Percolation rote�min./'mch (design?� -�S mirL/inch) �..o�m�c ��a�t u��-, ;
Treotmerrt areo requred w/� of rock fiher materia�+l0'/0 �sq.ft. of trench bottom orea needed =_��trench width = lin.ft.of trench needed , number of drop boxes
Number of tanlcs r ired Ist tank � oL 2nd tonk cr.e minirtxms � �'� be �efTT�'� bY the instot�er) ' i
� 3 . L��4 , . 1_�'.
, P�Pe) ' PROPERTY OF:4,.�v_ 1a�vo� . �
CI� rock��9_cu.yds. (3/4��to 2 1/2"dio. includes 2"above -
P�anping chomber capoaty= 25% of doily sewoge flow�of�o�g�l.--�J gol.+Reserve.staoge�2qol.* Pipe,bock drdnoge` D gal=�gal caR � � '�� � �
,� Y� '�A���_�:�_�.�sP��m��1G„��.��p. rms.s o Y►� Y1 . N�-i.J1�. G U .
_ • . ( Reserve storoge = ��qal./bedroom=1�2�yat. t pipe back d�inoge-`•r✓ga�./IOOfin.ft.a pipe- length of pipe needed o�=` '=fl = �-�.c2gal.) '�'' � t
, - Pump sae ��2 hp w/merwry fbct pump controls J��-� � 1 ��-� ,�� Pi-�GS '414-Gv��L� ;-t �odl��;;;r." �-1�• .
� - S-P TEST�NG / C.
• . Note� When coRstnxting bed - , this area shoufd be s�+aped Note= Distonce from treatrnent orea to nei4hborin9 we�ls— p�;� gy:�� �� S� �
' , - io dnrert run-off from entering treotment oreo. �'�f v'�� 'r�a�=� f Do' pote�.�/1./'�.3 ► PH. 6t2-49T-3566
�
, ' , ,
� , �INDI�/IDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
��W Eatimued Sew�6e Flows in Gallons per dey
A. EsHmated �v o gpd � (spd)
'� mcasurtd — x 1.5= —= gpd um �"�
SEFTIC TANK VOLUME of 'typa 1 7ype Ii 7ypo III 'I�pc
B. '�— 1 �c� c� _gallons Bedroom� �V
2 300 225 180
SOILS(Site evaluation data) 3 4S0 300 218 ��
C. Dc th to restrictin la er= 'i��"-f� !��-� vfcet 4 � 375� 236
P $ �' S 7S0 450 294 wM
D. Maximum depth of system C-3 ft= I•S%�o �.S� fect 6 900 525 332 �»«�
E. Percolallon ratc ��'� MPi , 7 1050 600 370
F. Soil Sizing Factor �.O sq ft/gpd(Sce tabic 3) �ti-o�r''� �s'`� g� 1200 67s 4og ��i�:.,.
TRENCH B01TOM AREA Scptk 71�nk Gp�cl�ie�,l�Rd1os�
H. For trenches with 6 inches of rock below the pipe:
A x F= x • f t of bottom area Nu�der or Minimum Uquid uqu�a aMu�r w��n
� IIedroomt Cap�city {rb�te dispo+al
L For trenches with 12 inches of rock bclow the pipe: '
A x F x 0.8��x 3„0 x 0.8�,�j,�Qsq(t of bottom arca�o`�►os�, Z3«�� I� i�sa�o
J. For trenches with 18 inches ot rock below the pipe: �«s tsoo 2�so
A x F x 0.66= x x 0.66= sq ft of botbm area 7o a 9 20°° 30°°
K. For trnnches with 24 inches oE rock below the pipe:
AxFx0.6= x x0.6= • sqftofbott�marca
BED BOTTOM AREA
L. For seepage beds with 6 or 12 inches of rock below the pipe; '
1.5 x A x F a 1 S x x = sq ft of bottom area S��„�.�a�„u��,a tt�yu��e�,tiu
� fa SeMnRe 71�edment
ROCK VOLUME IN CU FT ���„R,�a s�u.� o.i��
M. Rock depth belo.w distribution pipc plus OS foot times bottom area: ��. u�n s�T..n� r«x�« �►a.r��
M=Rock depth(ft)+6 inches x Area (H,I,J,L or K) �"� ��e:�` ���° �""
1. o f t+0.5 f t)x�a�_�,,�x cu f t p,�,a u�m o.�• caere s�n1 •—•
ROCK VOL•UME IN CU YDS o.t�os a�nd o.e� 1.20
o.t�o s t��e�.�a• �.6� o.�o
N. Volume in cu ft divided by 27 . 6e�s s.�ar tA.m i.rr o.�9
M+27=�u yds��+27=,,,�_�tt yds 16 a�0 i��m o:o
ROCK WEIGHT �6 e�o a.r i�.m . a � o.�s
. lower�h�n 6f1•�• (.ry�r .._. .._.
O. Cubic yards Hmes 1.4=tons
Nx1.4= tons�xl.4=�tons
DISTRIBU'TION
(Check onc based on slope) .r.r.r.,.r.r.r.r.r.,.�.�.r T
.ti.ti.�.�.t.ti.ti•ti•ti•aati•+•
Bed Uess than 696 slope) .,fti:;:;:;:;:;:,f;:;:,:;:ti: Z�C•OVCi
�r�I t�J����N�l�J�l�lrl�r
�ti�ti�ti�ti�S• •��ti�ti�L�y�
Trenches � f,•.r.f. f.+•f r+
✓ Dro boxes(an slo ) ��'�f�f'� �`�';�;r
p Y }� '�rtir}ti J�t��ti1 4 lnch Pipo
•�,.t.� +•ti•.•
Distribution box(level to slightly sloping) •r•. . +•�•f•r
TRENCH LENGTH ����,��� y������•
.}.r.�.r. r.�•r.f•r
.ti.ti.ti.ti.ti. ti.ti.�.ti.
r •r.r f• r•r•r•�•r•r �►
P. Select trench width=�,_ft •�it�•�•'•�•�•�•�•�•~•�•y �
1�I'�r�t�J�r hj���/�ht�!
•ti.ti.ti•�.�.ti.{•\•ti ti.ti•ti•1• a�
Q. Divide bottom area by trench width: (H I ) or K)+r= "'' `''' ''''`'"''f"
.�.�•ti•�•�•tiSti.� ti ti.ti.ti.�.
. . , ��r;ftiJtirt=tiftis���s�rtiftirti% 6�21inch
lincal feet �.+;rti� . •r.�. .
;;�{;{�� { �{;. Rock tlelow�ha t
?}73 S.r r �• r�?}!S r�
.�ti;•�• �•ti �. !� �•ti•
/o�1i+�=�.lineal fcet .t.�•f•r i� } I r�t?i•..r I
. .ti t ti • •� ti ti• �
LAWN AREA •�:i���'i':���`;�lf•� i.r}r
•�•J t I t I�}tiJyl:j�lti}
R. Select trench spacing,cenMr to crnter=�,feet
S. Muitiply tmnch spacing by lincal lect R x Q=sq ft of lawn arca
?,.�3,x�,=�.1�sq f t
LAYOUT'(Usc othcr sidc)
].Select an appmpriate scale;one square= feet.
2.Show pertinent property boundarics,right-of-way,casements.
3.Show location of housc,garagc,drivcway,and all othcr
improvcmcnt�, cxisting or propnsctii
4.Show locaHon and layout of scwn�e trcatmcnt system. .
S.Slx►w lucMlcm n(wetcr eupply wcll. . . . . -. . ,
6, Uimrnsinn�I1�rt bnrk�nnJ sc���rnli�m�Ilyl�nrr�,
, PUMP SELECITON PROCEDURB �
-\A. Dehrmint pnmp capacity:
/ o+o �ow►rion aR � �r+Foa�rm uttna.
Gravity DlaMbadon
1. Minimum suggested is 600 gallona per hour(10 gpm)ro etay ehead of w.,ew. .
weter use rate. �
2. Maximum suggested for delivery to a drop box of a home system Is 2,700 .. �
, •.,:.;:�;,.;.
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �'�''w�r••w�.r•• �^k'�"�«���..�.i''
Presaure DlsWballon • . '"� �""'����
3. s. Select numberof perforeted laterals •--_.___ �,• :
����
b. Select perforaHon specfng• - ft. ��+'�:. ':. . :.. r»�wi.�'�.e.�«
,...,
c. Subtract 2 f�from the rock layer length. �t..• c�aw u,« ���«i�«.
=2 f�+��ft. '„ ��•�� ,.:�:,�,,f,u; .�.:�d;.,�,
'�� � ��'���..+�"
d. Determine the number of spaces between perforations.
Length perf.apecing• . ft.+ ft.• ---- --aPace� TABtB OF PBRNORA710N Dt9CHARC841N CPM
e. spaees+1•---�- perforaHons/lateral
��
' f. Multiply perforaHons per lateral by number of laterais to t-t�.d P�rto�.��dum�an^�nea)
get total number of perforallons. ,�� ,��
�� x��--- perforations.
�.o. � o.s� oa4
. -� .-- �.s o.� 0.90
8• � x p,,, �r: " gpm• z.ob o.eo t.a
zs o.n ta�
SELEC'I'ED PUMP CAPACITY� 3.0 o.9e t.2e
8P"� rnQ'� �A �.t3 t,��
. s.o �.a� �.bs
B.Determine head rtquirementa: .vee t.o rooe ot tk.a ta r�wen�.t ry.�en+�.
�'� �. Elevallon differerxebetween pumpand pointof discharge. •bu.ezokecott,udtaaheraabt�i,a,e+►b
�feet .
2. If pumping M s pressure distribuNon system,add five feet for pressure
required at manifold
"` feet • �
3. Fricdon loss � �'��"g . �
a. Enter frlcdon loss table with gpm and pipe diameter. Poinc o[D�ogar�e
Read friction loss in feet per 100 feet from table.
F.L»= 3��� ft./100 ft of pfpe . Eiev.tion Dit'Ferencx
b. Determine total pipe length from pump to discharge . p,�,p �S
point. Add 25 percent to pipe length for fitting .
loss,or use a fitNng loss chart. Equivalent pipe . F-18b
length-1.25 Nmes pipe length= • 1.S inch 2.0 inch 3.0 inch
�.�.0 x l.?5= ez�.,,j feet . � �onb..p.�oone�aa
c. CalculaM total frlction loss by multiplying �0 0.69 0.20
Eriction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= � � x �a. � +100=_� _feet 14 1.28 0.38
4. Total head rec{uired is the sum of elevativn differcnce, i8 �03 0.60
special head requirements,and total fricNon loss. � 20 2.47 0.73 0.11
' 2S 3.73 1.11 0.16
a y + � ��_ 30 3.23 1.33 0.23
35 7.90 2.06 0.30
(11 (2) (3c1 40 11.07 2.64 0.39
• _45 . 14.73. C.3.28> 0.48
TOTAL HEAD �:, feet SO • 3.99 O.SS
SS 4.76 0.70
. 60 5.60 0.82
'�'�C. Pump selection
l. A pump must be selected to deliver at least�gpm (Step A)
with at least �� feet of total head (Step B).
CERTIEICATION � 00627 Logs of Soil BoriRgs
Location or Project Dick Nigon, 445 Spring Hill Rd. , Orono
Borings made by �-P Testinq, Inc. Steve Schirmers _ Date 6-22-92
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : lIand X , or Power . , Flight , or Bucket X
Depth, aoring number 1 Depth, Boring number 2
feet Surface elevation 109 . 6 feet Surface elevation 110.0
0 - 0 -
Topsoil dark brown loam Topsoil dark brown
0 - 1 ' 0 - 1� loam
1 ^ Brown clay loam 1
2 _ 1, _ 2 , 2 _ Brown clay loam
Gray 2 , - 2 � 4„ bro�oa�lay
Brown 2 � 4�� _ 2 ' 10" �l��am -
3 - 3 - 1' - 3 ' 2"
Brown loam
4 - � -
Brown loam
5 - 5 -
2 ' 10" - 5 ' 8"-MOTTLED
6 - 6 -
Rusty olive brown
loam 3 , 2,� _ �,
7 - 7 -
8 w 5 � 8�� _ 8 � 8 _
End of boring at 8 ' feet. End of boring at 7' fee�t.
Standing water table: Standing water table:
�resent 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 soil : Mottled soil :
Observed at 5 � 6�� feet of depth. Observed at feet of depth.
Not present in,hole . Not present in hole X .
Comments: Comments :
� .
' C�R�IFiCnTION � 00627 Lo�s of Soil Aorin�
Location or Project Dick Nigon, 445 Spring Hill Rd. , Orono
Borings made by ,-P Testinq, Inc. Steve Schirmers _ Date 6'22'92
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auqer used (check two) : tiand X , or Power , Flight , or Bucke� X
Depth, Borinq number � 3 Depth, Boring number 4
in in
feet Surface elevation 109 . 6 feet Surface elevation 110.0
0 - . 0 - ---
Topsoil dark brown Topso�il 8ark brown loam
loam
1 - p ' 1 � 2�� 1 -
Brown clay loam
2 ' Brown clay loam 2 '
3 - 1� 20 _ 3 � 2" 3 - 8n _ 3 � 2n
Brown loam to
clay loam Brown loam
4 - 3 � 2�� _ � � 4 _
Brown loam 3 ' 2" - 4-1/2'-MOTTLED
4-1/2 '
4 ' - 5 '-MOTTLED 5 '
5 - 5 -
Rusty olive brown
Rusty olive brown loam
6 - loam 6 -
5 ' - 7' 4-1/2' - 7'
7 - 7 -
8 - � 8 -
End of boring at � � feet. End of boring at � � 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 soil : Mottled soil :
Observed at 5 ' . feet of depth. Observed at 4_1/2 , feet of depth.
Not present in,hole Not present in hole .
Comments : Comments :
. • • � � `
.CERT.#00627 . ,�
PERCOLATION TEST DATA SHEET '
i
�.n�. '�
Pcrcol•rtiontestrcaJingsmaJcby S—P �estinq, INc. o„ 6-23-92 startinga� 10:50 �1
�a���i
445 Spring Hill Rd. 6'22'92 �
Test hole locatio� --,Nole number 1 ,Date hole was preparc�
Dcpth oF hole bottom 3� inches,Diameter of hoi� 6, inches
Soil data from test hole:
Dcpth,inches Soil texture
0 - 12" Topsoil dark brown loam
12" - 24" Brown clay loam
_ o
�-8"- 38"
Method of scratching sidewull K n i f e
Dcpth of gravel in bottum of hole 2 inches ��
6-22-92 3: OOpm 12 �
Datc and hour of initial water Cilling - ,Depth of initial water filliqg —inches abovc hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours
Automatic siphon �
,Maximum water depth abovc hole bottom during tesc 6 inches ! �
Time Percalation
Time interval. Measurement, Drop in water rate. Remarks ,
minutes inches level,inches minutes per
inch
, 10:40 prefill 6
10:50 11: 20 " 2-7 16 12.3 0 m n ;
11: 27 11: 57 " 2-5 16 13.0
11: 58 12: 28 " 2-1/4 13.3
Percolation rate = 12•9 minutes per inch. .
. , • 1
� CERT.#00627 �
. PERCOLATION TEST DATA SHEET �
;
S-P Testing, INc, 6-23-92 10:51 a•m• '
Pcrcolation tcst rcadings made by o� �tarting a� p.m. �
��r,,.i
Test hole location 4 4 5 Spr i ng H i 11 Rd. ,Hule number 2 ,Datc hole was prcpare� 6"'2 2—9 2
Dcpth uf holc bottom 3 0 inchcs,Diamctcr of holP 6 inches , �
Soil data from tcst hole:
Depth�inches Soil,texture
1
0 - 12" Topsoil dark brown loam
12" - 30" Brown clay loam �
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches _
6-22-92 3 :OOpm 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of watcr depth in hole for at least 4 hours AutomatiC s iphon
,Maximum wate.r depth above hole bottom during tes� 6 inches
Time Percolation
Time interval, Measure►nent, Drop in water rate, Remarks '
minutes inches level,inches minutes per
inch
• 10 : 40 refill 6
10 : 51 11:21 " 3-1/16 9.8 30 min
11: 26 11: 56 " 2-7/8 10 .4 " "
11: 59 12: 29 " 2-3/4 10.9 ° "
Percolation rate = 10 .4 r.,inutes per inch. .
,
. �, . '. I
� CERT.#00627 �
. PERCOLATION TEST DATA SHEET
Pcrcolationtcstrcadin smadcb S—P Testing, Inc. 6-23-92 10:53 �'m'
g y o� starting a� p.m.
445 Spring H311 Rd. ������
Test hole locatio� , Hvie number 3 ,Date hole was prcparecL 6-22-9 2 ?
Dcpth of holc bottom. 2 4 inchcs,Diamctcr of holc 6 inchcs ' I
Soil data from test hole:
Dcpth,inches Soil texture �
0 — 14" Topsoil dark brown loam
14" — 24" Brown clay loam
Method of scratching sidewall Knif e
Depth af gravel in bottom of holc 2 inches .
6-22-92 3:OOpm 12
Date and hour of initial water fllin,g ,Depth of initial water filliqg inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie siphon
,Maximum water depth pbove hole bottom during tes� 6 inches �
Time Percolation
Time interval, Measurement, Drop in water rate. Remarks
minutes inches level,inches minutes per
inch
' 10: 40 refill 6
10 :53 11: 23 " 3-5/8 8.3 30 min
1: 25 11 :55 " 3-9 16 � 8.4 " "
: 0 2 •30 " 3-9 16 8.4 " "
Percolation tate = 8 •4 minutes per inch.
, •. . , �
� CERT.#00627 �
. PERCOLATION T�ST DATA SHEET ��
;:
,, . S—P Testing, Inc. 6-23-92 10:52 a.m. ��
I�rcola�i�n tcst readings made by on starting a� p.m. •�
445 Spring Hi1T Rd. 4 `'`�`� 6-22-92
Test hole locatio� , Hole number ,Datc hole was prepare�
Dcpth uf holc bottnm 18 inches,Diamcter of holc 6 inches
Soii datu from test hole:
Dcpth,inches Soil texturc
0 — 8" Topsoil dark brown loam
8" — 18" Brown clay loam
i
Method of scratching sidewap Kn i f e
Depth of gravel in bottom of hole 2 inches ...
, 6-22-92 3 :OOpm 12
Date and hour of initial water fillin,g ,Dcpth of initial water filling inches above holc bottom
� Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon
,Maximum water depth above hole bottom during tes� 6 inches '
Time Percufation
Time interval, Measurcment. Drop in water rate, Remarks
minutes inches level,inches minutes per
inch �
' 10: 40 refill 6
10 : 52 11: 22 " 4-5/S 6. 5 30 min
11: 24 11: 54 " 4-3/8 6.9 " " �
12 : 01 12:31 " 4-3 16 7.2 " "
Percolation rate = 6 •9 minures per inch.
.S..i r'� • �
. . �,!� _ 1,��)c!"��;'�`�J. �
� � ��a? . 't:��a..:��. 'l]" , •I
� ��!,,• •• .`• `,_• -` •' r
:7�:. { ':_.��.:;t.. �,��;�' ,
��y�L • � C �'-6' , � �
�'� .�..-;' .L�y ��'--r'--MOUPO � p
� •�`��;�:4.' �=`?!~ : SET?L�WC+ O
'` #%` � ~ .� •.�� �;i,�f�� -,_�,'. : , ,
�' ,'r. .{f ••� +- —GRp55 COVfA
.��'� r,. c� � . ' }= �
�.�••_:: ,�'��� � _i`�.y r r ^ � .' ��
�y,;•..�.' .�Q`���a ..- '�.t.= t:: �---T=-,'�� To �• ov sa� '
• , .�_.�r.•.. � can�En �Bovc kocK I
,. _.yr• � "`....� -� __ __,—.� �a• To z �x' ou oc �
� � �3m� _•..: .����•'i-' ..�•' �z- � . c�iw aoac +
, ,
���-�i .l� ��t �''h� �' ��'-��� L_ '�, ,' �
�. .
p�n •- , • �• � �:�.�:• •!••• --'�'-- ��-6' lA1'ER Cf UIKOMVILTEO j
Z O< � :!'l�:•�: �'.. �p. �.' IWY OR STAAW COVfRED WITH �
rw xpDO �i •y�•y:�'��p�Y': : ' '� •• ��• REC ROSIN PAPER OR GEOTEXT4E FABRK j
� Nx� `r.�.• .?��'i:�� ..� � ���� ;,
�J_ � �Iv ��- -�—TAETiCN DOTTW�I MuST BE lEvfl �
;----- � -� � , i i TMRO�JGt�OUT LFNGTII ;
;-- ��.'��' � '�� !
� /-� • �..`.•.
i /� ��,( �� .y:.�: .,��� --��/� " ��--�2' WNIMUY NOCK CAVER ABOVE ViPE
�./� i i.
[ {+1NLr � • � ,.•�.'i•:: /� �» �
. � �--t � O . .`•;,. . �.�------ —6� MINIMUM ROU( OEPTM dELOM! PIPE
__ ;__�_;_;- �� �� ; ��� � 24• MNtI4UM ROCK OEPTN BELOW PtPE
D
�� � 1 L_---L�--- I��--�' OIA R1G10 PERfORATEO PLAStIC PtPE WITN ONE ROW OF
y rC �-1 �00� Zi \��` p ,t L�� �i� � MOlES ALONG BOTTOM
� � �\ 1 r. � ' --
. �
( � m� O I oX� �O ���` �� � , ��� � — —WAtER T�BLL ON MApERVIOUS IArER SUCM wS CtJ►rvfuy ROCK ETt. .
� ♦ i
� 00 I { � 7��= ��� �//
� C m �� � i
� �� �; �i i
i
i
^� n"� v a ur n� .
+y
N� 1zi1=2 C�<mNC �Om� Dr SYNTMET�IOCV FilBRI�C EON 1' LA ER Oi M� HAY OR .
- X `� ! am '�rn� OC��r,�+�i �sZ�� m� �NI.ET v�p�q� NXxT PAP R IREO�R051►wi�TM UNTREAT[O eU1lD1NG ♦ DIwELL W�TN GVTION
� a�� 1m � ?�o- T�
• �R1 a�0 �m-�0� �O= ?N EARTN B.�CKFILL AT L T
N O=� �i�►�O � �.� 6 A80YE TOP OF ROCK
r_:_J_.____ �� �a— � •10.� O�O � �
� �--� �� aZr�' n��m'�n� vmiX� •�
� 1 �` x Z� 9�z0 2 � 7� � ` AT IEAST b' OEPTFI Of CIEAN • .
� � � m� � ef_n�= Q3� O � ftOCK 3/� TO 2�/i OIA. SEE NOTE S. • .
� � � X� �; g,��� �� z . . .
� • � aC �=ornr �n m � DROP BOX I •
� �-r--�.-►_1_ . -�+ �� v�i< �C ��� D N F�— MAXN�AUM IENGTH - t00 FEET
. 1 ��- -i
• \ 1 1 � Z �m 90 �v CD
y� p9��r z�C r pVERFILL tiCrTES= 1. SO'TT01H OF TRENCM MUST 8E LEVEL. TOr Of TNENCN
• N - � O_ n1 pOCX MUST 1[ LEVEL. .
� � N �� ����< .�N� � 4 TO t INd�lES
� , ��r �,��-_-`�INSPECTtON Z. �„eC pN OISTR18UTION PIPE IS �ETWEEM
� �g l � -�i r�n {rri >.-�� ^'mt � � �w LL vt� ANO ♦ INC11Ef PDi 100 EET. :
�r 1 � D ���N r�r a BACKFILL RECOMw1ENOED S�.OPE K tEVEI..
N t x
.. �� 2 D �� Z��D Z�nZf � SOI�18ACKFItL 3 OISTRfe1JTIGN PIPE CAN SE PERF011ATEp .
m O m ►L'I�STIC INSTALLED MI1TM OI�iE ROW Oi
`� � 2 �-rPN �� _ . �'L �p�ES ALONG TFI[ rtrE eCTTOM. ►IrE
� O� ?�^ 77p a.lj.�( • � �2'DEPTM Of MUSt FI/►K • BEARING S7REIJGTM Of
� � c.a�f- . . � R�'IK L AT IEAST 1000 La/FT.
�i
S YI � ROCK � AT WST S'Ci �. MA11'ITAIM NAIVRAL SON. STRUCTLitE IN TNC
1 ROCK SEtOW TRENG� StJRFACES Ml CONTACT WITM ROCK.
_I.r1 PE �EE
NOT� 3. g� �� �EEs AR� /RESENT OR LIKEIY TO OE
�---ts'TO 3i•� VfiESEMT OURtHG T1i 11iE Oi TME SYSTEM.
12 iNCFES Of 110CK MllST OE PLACEO t�DER
T1� DISTRIWTION PIPE
TRENCH CONSTRUCTION DETAlLS .
. • • `
r•-K
REDWOOD, CED OR �
WAtER TIGFIT Q IOCKABLE ELECTRIC BOX—� TREATED f'OST�4 x 4 min) '
PlUGS OR ELECTRIC CONNEC710NS--- _`_ /��N��OE�BOX �� ��ECTIONS MADE
2' PVC CONOUIT SCFIEDULE 80 6'SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED B� IOCKED -�-- SETTLEMENT •
SEAIEU MANNOLE fi�NGS-� FINA GRAUE
�''� AT LEAST 12� '' '�
��� ` BEIOW GRAOE
WIRE FROM PONVER SUPPLY
--- - PIPE IS IAID ON A UNIFORM SIOPE FROM
• /�� . FOR PROPE RDRAINBACK�TREATMENT MEA
SEALED TANK COVER— �—IF PIPE AT TANK MUST BE LOWER THAN
UNION. T0 GET EIEVATION FOR DRAINDACK,
PLASTIC ROPE OR CHAIN A �/� INCN WEEP HOLE MUST DE USEO
WIT1� ANCHOR--� — yyEEP HOLE
ALARM Fl.OAT ON SEPARATE
E�[Ctaica� ciRcuiT—
NOTES� EIECTRICAL W�RE FROM POWER SUPPLY
___ST9RT_l��V��9_— _L,�. - — MUST BETLAI�D BESUE OTI ER TAN ST
g"� `� ANO MUS7 BE PIACED IN CONDUIT
AIONG POST
SNUT_OFF_�,EVEI�Q_ __ __ _ EIECTRICIIL CORDS FROM PUMP AND
FLOA7S MUST BE RUN THROUGH
CONDUIT. WIRES C1INNOT NAVE GROUND
PUMP CUNTfiOL F�OAr- • CONIACT.
���
.
Figurc F-R
METAL
COVER
r, _.+ r '�' �: � �� �` .k
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CONCRETE ,����'
MANHOLE
RING
��•.
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY •
Fi6urc G 14
. • .
. • ' • " � ' •
VERTiCAL SIDEWALL SEPTIC TANK
/-FINISNEO GRADE �
- AT IEAST � 6`TO 12" SOiI. AT LEAST
4" DIA. �COVER 4 DIA.--�
�� •AT �EAST �I" � � AT LEAST I"
MIN I
+ , ,� . . •..�.. . ..
. , .
—.... '� A DIMENSIONS FOR_�TANKS WITH _VERTICAI._SIDES A ^ �
' VdIDTH�,W 24 MINIMUM .� -- ��
LENG7H, L 2 TO 3, TIMES TFIE _WIDTH __
� pIAMETER 60� MINIMUAA �_,. _,_ ,
� DEP7N, D 30� MINIMUM= T8 MAXIMUM �
•AT LEAST -i► . _. 0.2 0 .. -
3 B _ 6 M�INIM�UMt 0;2 D MAXIMUM 6"
�C 04 D ^
, �_� (
— -- -AT l.El1ST 4 FEET-- --'
NOI f S: �
1. SN�IINIYIEC4A1lMSt�IN(:1[4M�OMMFIiII �. �W«K11EOOvE1195�MlltF.lOCAlE01MInNVWG�fS.
!. 11K�1F.S�INI.UCplCdil,O��f�/N�plCS.27lfAtt If11EMW11KllEqMAT�RINttNdE�OF11KllIfrAGE
� (NIX.IISIONAWttlCA1F111M�1�INt1EE1.OfAlllNMt 11E0f1'VE�II�AI�fEd�E0101'IEVCNIOCCC�lI
wK�w 6 ,••fl`AINItI�IWSfMiCEO[TIMEEMF.1NOr�1lETM`f.ANU
�. AN�.M"L'CIIOMI't'FOtA�lEw91�W(:li(lM�M;lEll NEAf�liPO�11p10AfflE9Ml1UE�401.E6l111AN{NGE1
pnA�MM10lES�w.tRklOCnlED�rvEnUOt►IIIEM�ET onMo��nuw+:Na�s.
N�f7U1lEIUCVICLA.1►�EClJIIEIII►+COr11rq51�lC1tJN • ron�ia�zcx�iKen��n�.��o��+�'�+�n�.��
piPlS31WlOC11KRN.rA411KtCN�lt11NlEfX1HE A►MWwsN3i0NCl;e�s11.
ONllf p'�NWOSdIRNNINI�I[ES A IItlIqNSY'fC110N . . .
1'��[IJ115i K IOCAIlU�1Wf fN TIIF.fqE1 A141 f�llll F1
pM rlt.s.
. •
•
PENCII
MARKS
"6�' �2� E ri '�'' ,�,: �
�' � %� Y
� ::
INLET " SCl1M pUTL,ET
.� ,r:,.,. � ;,..�,� I �
i,, r v;=•;OilT�ET LEVEI -'„i� �'
3� —•��---•- — •. — � `
_ SCVM CI.EAR SPACE-�� Y CLFJIN OUT TANK W/ENs
,—•- �
_ - - _.. • -T' X IS 3'OR IESS OR
M _ — --'-- —._ — �'� g '8'IS 12'OR LESS
� - _�.— - _ � 1
� �'. .; , - ', - �: � .` b.
'''�-�'�:':';,:•. .. • ' • . . . . • •� .:,.t BLACK COI� SIUCGE �
1v • ��',:::;• : .', ' � ;j DISTINGUIS
'y c�'�r�.:F:�`.,y., SLVDGE. .,e' •':� , LAY� FROM LIOUID
•1
� . .. ! N�!: �
. .1� • •.�q. .`�.�
MEASURE SCUM AND SLUOGE ACCUMULATIONS
I N THE SEPTIC TANK
. . ° . . .. .... . __ .....--.__.-�_.�
1NDIVIDUAt SEWAGE TREATMENT SYSTEM WORK5HEET
, . FLOW , EtQmued Saw��a Flow O�Iloe�d�
A. PaNmate� !Gv Q gpd (spd)
�'�' meesured -- x 1.5■ --= gpd um
3EPTIC TANK VOLUME � °�� �YPe� '�'Pe p 7YP°�1 �'`
g. '�— ! Od c� gallons
' Z 900 Z13 te0
50ILS(Site evaluation data) 3 4s0 300 Zis �
i ,► r r 4 600 3�S �56
C. Depth b rest�lcting layer• y-� -fu K-� feet 3 7S0 �So 29� � "k
D. Maxlmum depth of�tem C-3 ft•�,S%ro �.5' feet 6 900 373 33Z '�
H. PercolaHon rete 9.� MPi � a 1� 6� iod ..i:�
F. Sotl Sizing PActor �,c� .�q tt/gpd (See teblc�3) •�-o'��'''� —'�'`-'� •
'TRENCH BOTTOM AREA v�-av�:`'w•bs
H. For trenches wi th 6 fnches of rak below the 1 �y�"',—',,,��.=�6 � �`'��k c.~`a�'i��.n«»
P Pe� � NumAa of MlnMium UqulA u9����1�
-�E A x F•(�Q x�,*�Cbq ft of bot i m arrs�� ��a o �„� �,�i,r s.,e.r a��,
i. For trenches with l2 In�he�ot rock bclow the p pe.
A x F x 0.8•�x�x 0.8■gyQ sq R of bottom erce����toSG 1 a Mn 1!0 I�tt
j. �or trenches with 18 Inches ot rock below the plpe: �a` is�oo �tt��o
A x F x 0.66� x x 0.66• sq f t o(bottom erce ���9 20°° �0°°
K. For trenche�with 24 f»ches of rak bclow the plpc:
. AxFx0.6• x � x0.6s • eqltofbottamerce
BED�OTTOM AREA
L. For sccpage beds with 6 or 121nches of rock bclow the pipc; �
• l.5 x A x F� 1.5 x x � sq ft of battom e�ea ��„��,�,e k.yet�a�M,
' n.a�,..�.r..in�
' ROCK VOLUMB W CU FT �,�,��M h 1�ww an�,
M. Rak dcpth betow dl�trlbut(on pipe ptus OS foot tlmc�bnttom eree; �. r� �eu�.�. r..�M p«e.r�
M ■Rock depth(f t)+6 lnches x Area (H,1,),[.or K) �� ��;'�" '9"'" '
c.�:� rc+os r��x�.�*(���U It Pw�rdrn0.�� �a�.:�� �.-.
ROCK VOL•UME IN CU YDS o.�Ms e�� o.t� i.io
0.1 r 7 Pln��u+1• I bl 0.60
N. Volume fn cu ft dlvlded by 2y • �ba�� �'"i,��T �.n o:eo
M+27•N yd3��27•,�,cu yds o�o
ROCK WEIGNT y �� �.T . o o�s
O. Cublc ya�ds Nmc�1.4 ■ton� � �`�`��"���� `'��' �r
N x 1.4• ton��g,.x 1.4 ■$�ton�
DISTRIBUTION
. (Check one baeed on slope) � T
Bed(less than 696�lope) . . � s ` � ���t;�'}; 2 I�eh Core►
7'renches � � 3 ��:��{� `�"'
✓ Drop boxes(any slope) . {� ���Ls;{ r tncA Pn+e
DlsMbuNon box qevel b sllghtly sloping) }Z:{! •
TRENCH LENGTH �{ �} �{��}��
P. Select trench width•�,_tt i 3 ? �tsi3� 1�'�
Q, Dlvide bottom erea by trench wld lh: (H,1, ,or K)+P• • ' S� ;t=r{�t� }
� i} ti}����� t�{}� {} 6�2/fnc►
����� F�t ��'�� � ��� �{
..Sb .� 3t3 � � } aak n��oW a
lo + . llneal teet � i�� � ` }{ ��
LAWN AREA �� •f 1
R. Select trench spacing,cenMr to centec.�feet , ,
S. Multiply trench spadng by lineal feet R x Q�sq,ft of lawn arca
3S�x���2 d9�t
' ' LAYOUT(Use other�ide)
�.Select en appropriafe xale;one square= lect.
2.Show pertinent property boundaries,�ight-vf-way,cascmcnts,
3.Show laetion of house,gara�e,drlvcway,and atl othc�
lmprovcmcnt�, cxisHng or pm�oscd
4.Show locallon and leyout of xwagc trcatmcnt system. .
S.Show locellon of wete�eupply wclL
6.U1mcn�lon All xf back�anJ x�u�rntic►n Jl�l,�n�ra.
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. . _ . � 1���� �sc ���s.��_ � ----------- --- existmq qrode -
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. . _J o _���-..�._ J�o O tIo'Sv=_�a o_.ss�c. - • � bocfc fin 6 m�
;
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-- : �;.��a_.ti.�l�1_�-. �.i�c�ofl,v�o.- - � -- 3'to4'torer of uncampocted - —
.
. . ---... _ �;, -� ��-- -- - -- - . •- - hoy or strow covered vrith = .Q 4 P�P��-
� ' � fi'
- - - - �D'(t Jo.�rq...t.ov�av�a -Can�r►i, t s R� ros� poptr �
' _� � .
. � ��M� '4� iF Z�."�C 'ZT+Cq+�lrf rc1� b�QocY. � .
, , �rotk fiter moiericl �
- roke sidewotls 8► bottom to � . � ��
• remove' smeorinq ��'� ���"�`�b ti � ���
SET- BACKS �,_.�:�•� y"�'�C�u-i� �y„vz�-
. HOUSE � Srstem must be= . • .
►ti, T°"k�` frO�" ��� � TRENCH X- SECTION
�.t irom we�ls
�v f� ��. - ' (min, of tw0 1renCt►es�
��• Treotmen! oroo — �fnam bfaes�_�strearrts (mmc. fength q0�) •
7realmerd �eo ?��� from P�aPert�r bn=s • •
MNi.►N�S •*�z1�'� �.i�frortl We1ls + �
' • a f'`� ��from bldgs. t .
` - L from trees ote�Pa�+e�r supQlr and switd�es mist be in o weatt�er . SOtL BORING El..EVATIONS �
proof endosue outside•prnpeg chnrrsber
�� �
' ' ; � TH={ E�.-t._L.�
. ���_z � � � � . ;
. . �., ,
:�t.�!a�z��c-J�--�----�--�---i TH.`2 E!.-/Ie.fl
� 7� Tonk :: ��o ' j1�'; ;-��';'-; •�-� Grode %
�2M Tank ~ J _�` �_, •_- * „�, � sbpe TH�3 EL.-1�t2A
FLOI.tJ 1�1H E. . -• •• a w
���.�8. ��'f '('Fs'�L;l�t lo�l.^j '� vct� \—\At lecst 412'of undaturbed TH.4 EL-LZP _ -
� p�p;,q l earth bea�veen t��es TH�S EL--
Moxl fo4� '.`'"��P
.� .� •• �x�5-c��� -;�� - ALM��o� a10R1be` DROP BOXES �I.EVAlION ot PR�P06ED PI�ING
4 to 6 dia.pQe �w�P � �ti-�.u1� so�+.._ � CHAMBER-g.L.s`_ l9rocrid dev.) �s�
!(DP O�F MM-�Nuv� �c��sC»�b'�wu�.-•�.�
.�� �,5� Y1.G W Ll Y�� �� �� � 4�.J�
T�£�.Ll B�Dfi00M - P�d^cdofion rok�!�min./nch �des¢�Z�� -y S mirLlu�ch) to A m-so c.,a� u v,.-�,� .
Trwtmerrt am req�ired w/,� of rodc fitter nw►eriolg�10"/0 =�_c6sp.ft of tnnd� battom oreo neede0 =,.•�trcnch width= lit.it.d trench needed , nunber of drop baocts
Number vf tnNcs reqc�ired� • �st tar�ic�000QoL� 2nd tarti�g�f. mincnms � (t� be deteimined by the iristotleer) .
. Cleon rodc�_w.�,ds. I 3/4"to 2 f2��Qio.,�dudes 2�abo+�e aqe) • ����� �a�s-�,.c�.
- pf30pER'TY pF:��c� 1a�vo�J
' pur�prq ct�yer copodty= 25% of daly stwoqe fforr"ct�po qd 1�QoL+Resesve-tloroqeLa2Aal-* PiPe.bodc d,rana�e`a 9d=2`3.Q9o1 cap� � y y� `-�+vL 1S�LL �
�S� Y�_S�+qC'A_f1`'�YU.T'�P._�� •�n ti n !o�G e�g.G�. _t14.�1J O Y►'1 /1 . 1��i U1 S�. G�U . �
t �ve aro�oQe = ��t��arooR,=.��t * P+P� �k dr�noge-1�qa./140�nft.?"c�- lenqth of pqx rxeded op��ft =��.} S
. ��D � �-3_hQ MI�rt1tr'CttY lbvt ptmp COMi'OE5 V�� 3?_�Y'�r�n P�-f�.�S 'p��G�-1 q¢L C !� �
���� �� ��� S—P TESTING /�C. � � �
Note= When ooratn�tinq btd - , ttis orto shouki be s'+oped No1e- DRsfonce frorn treo�ma�d aeo b neig�borinq wet+s— Desi B •�� �� S rYt---
b diverf n,n-off from entrring trzotment oreo. L4t a-<�-¢ -rla� 1 Do � r �
_ , -_---- ------- - DQte:�/.Z/e'13 , PH. 6t2-49T-3556 .
_ _ _---- �
✓
�� DATE TIME
CITY OF ORONO cn��Eo iN �� "`� � �u� u
INSPECTION NOTIC SCHEDULED ����-c� � �
P�RMIT NO. �� � � COMPLETED �
�
ADDRESS � �,� J�n�"i ���` ��i� ��
✓
OWNER CONTR. ���-�-��-�-��+ ����
TELEPHONENO. �F 1 �" G �� �
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
� 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
0
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q OS FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAIN7
= 09 PLUMBING RI y�S�ST� 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEP IT C FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
W �-- (� ��
a
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W� '�NORKSATISFACTORY:PROCEED i__: PROJECTCOMPLETE
W l❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
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.473-7357
OwnerlContra o te:
Inspector.
White Copyllnspector's ile Canary CopylSite Notice
�
DATE TIME
CITY OF ORONO CALLED IN �� ��
INSPECTION NOTICE SCHEDULED �Lszc�a =�
PERMIT NO. ��15 COMPLETED � u
ADDRESS �4'J s t'i i
OWNER�� � CONTR. ���'�.f�0►�.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 03 INSUlAT10N 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREJWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q�NAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 PTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
c�„ COMMENTS:
�
a �-- f s � C7
o ..r 0 e_
'' r
�
0
�
W
�
Q
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W
�
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d �WORK SATISFACTORY:PROCEED � PROJECT COMPLETE
W
� ❑CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDiTIONWITHIN HOURS. CPHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContr r o site:
Inspector.
White Copylins or's File Canary CopylSite Notice