HomeMy WebLinkAbout2000-P03179 (new septic) ` �' PERMIT
C I TY O F O RO N O Permit Number:
2750 Keliey Parkway - PO Box 66 Po31�9
Crystal Bay, Minnesota 55323 Permit Type: sept��
(612) 249-4600 Date Issued: io�26�20
S17E ADDRESS: 2125 Carriage La
LONG LAKE, MN 55356
PID: ]0-117-23-24-0037
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: HAYES& SONS OWNER: Bohland Development Inc
PO BOX 191 420 Upland La N
MAPLE PLAIN,MN 55359 Plymouth,MN 55447
THE UNDERSIGNID HEREBY REQUESTS PERNIISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
�+ND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
— �
���
P LI ANT P RMITE A R ISSUED BY SIGNATURE
Copies: City,Applicant,Assessor,Finance Page 1
� >
CITY OF ORONO SEPTIC SYSTENI PER�rIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 5�323
JOB SITE ADDRESS �l�-�� C�, r�►'��.� �� ,
Occupancy Type: Residential �� Commercial Other
Permit Type: New or Replacement System $100.00 ✓
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's lti'ame: J ���^ 1�'� C,�g '� Phone Number:
Nlailing Address: City: Zip:
Contractor'sName: [ c���-2_.S r} S�r,�S PhoneNumber: �7y—/762 (J"S_'SSS�
Nlailing Address: � '} ��7�st- S � � City:I�L,�J,z,� Zip: S���3
*** DO NOT 1�'IAIL PAYI�TENT"'ITH THIS APPLICATION***
GENERAL 1NSTRUCTIONS
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 Minnesota Pollution Control
A�ency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desi�n. Desi�n reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. 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 coverin�.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
roujh up but prior to sand placement (sand will be jar tested for silt content), and again
durin� pressure distribution pipinj installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holdin�i�IPCAInstallers License shall be present durin�all inspections. A 24-hour
notice is required for all inspections.
! !
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and 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 installing the following: �
A. Tanks: ✓�recast Concrete Other Manufacture rw��
Tank Capacities: 1)�gal. 2) '"olJ gal 3) ��� gal
B. Pump Station (if required) ,
Pump make & model (z,(�f� C�/�03%/ (attach pump curve &
literature); system design requires Z-� gpm at ((' feet of head.
High water alarm make& model /��-(g��•-� . Outside
electrical work to be completed by installer �electrician other.
C. Treatment System:
-� Trenches:f 2�`� 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,
a�rees to do all work in strict accordance�vith ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
SignatureofApplicant Date: I � � Z t� �— � �
NIPCA License No. �P � � '
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Ap rov Denial
� _ �
Reviewer: Date: � Z( �
Reason for Denial:
` � � SEPTIC SYSTEM APPROVAL
O �� ORONO COPY
� � O
0 � �, '�c
, j;�,._ ,� �Q CITY of ORONO �
a �
v$,, ; �lGr �;' � Municipal Offices �
`.�. � �d
� , '. G '' O� Street Address: Mailin� Address: ,,.�
��9�fEgg��� p'� 2150 Kelley Parkway P.O. Box 66
= Orono, MN 55356 Crystal Bay, MN 55323�0066
Owner Phone (Home) (Work)
��;,t �, Address .��l�S L-r�n.2�A��:' Lr.� City ORoao State ��+ Zip
Site Evaluator�,��StW�� State License # `t 3 Phone# ��z- 6 g L-�Sf3 7
����C` � Type of Establishment: Single Family�_ Multi Family
Commercial /l�c Garbage Disposal Yes No
No. Potential Bedrooms $ Est. Gallons Per Day 7$v
Water Nleter Required: Yes No� Soil Sizing Factor /� (� �]
Perc Rates P-1 /7�S P-2� P-3 /6,S P-4�--� P-SaN�� P-6� P-7
Restricting Layer Depth B-1� B-25u" B-3 �c��" B-43b " B-5 y�" B-6 gy''
Type of Treatment System:
Standard�� Experimental Alternative
Pressurized Mound System At-Grade System
Gravity Trenches System x Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
HoldinQ Tank W/Alarm
Septic Tank Size j 3,��� # of Tanks Z. Lift Tank Size �34�
Pump Brand --- GPM �}� Head � �
Treatment System: —�T—
Minimum 1 2 S�-( Square Feet withlc�'� r�;v� inches of rock below pipe
Type of covering Fabric� Other
THIS IS NOT A PERiVIIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAI`FIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencina must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED� DENIED By the City of Orono subject isting regulations and
the follow�ina conditions: i
;
a
�SY'STEM IS dESIGNED FOR By: �1�; �-�,t.c��
BEDROOMS. ANIf INCRf�►SE IN NUMBER C � ence, On-Site Systems Manager
Of BEDROOb1S INVAUDATES TNIS DESIGN.
Telephone(612)249-4600 • Fax(612)249-4616
�' ' 'We�stwood Proiessional Services,Inc.
.
104 Marty Drive,Swte 3
Buffalo,MN 55313
Phone:612-682-2587
Fax 61Z-682-2639
April 21, 1999 Toll Free 1-888-682-2587
Email:wpsC�westwoodps com
SleVe Boh�
Bohland Development
4?0 Upland Lane
Plymouth, MN 55447
RE: Septic System Site Plan for Lot 6, CarriaQe Flill, Orono, Minnesota.
Uear Steve:
7�his proposed on-site septic system «�as desi`�ned tor a 5 bedroom home, with an estimated flow of 750
��allc>ns per day. The system best suitable for this area �ti�ill be�3]8 lC. of 10"Gravelless trench installed
no decper [han 13" below the existing ground level.•�fhe scasonal hi�h water table �vas found at a depth
c�f 4.1 feet in the septic area. Two 1300 gallon septic tanks will be adeyuate for a system of this size.
I�he site in which this system is proposed has an average existing ground slope of 5%. Percolation rates
for this particular site were found to be between 16-19 MPI
An alternate septic system has been shown on the plan to show that there is enough undisturbed area on
the lot to support another septic system. This system will need to be a mound system 12"of sand under
the rockbed at the upslope side. Mottled soils were found at a depth of 24 inches and the average slope
of the area is 6%. This system will not need to be constructed unless the primary mound fails.
Certain precautions will need to be made to protect the areas in which the above referenced septic
systems are proposed. Both primary and alternate septic areas l�ave been or will be staked off. It is
recom►nended that safety fence be placed around both of the sites for protection during construction of
this project. It is critical that the soil is not disturbed before, during, and after construction of the
system.
These system should treat the septic effluent effectively if the systems are installed properly and are
maintained properly. It is recommenced tl�at the septic tanks be pumped once every two years. This
will reduce the chance of solids reaching the system. It is also recommended not to use excessive
amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This
bacteria is needed to treat the septic effluent
Uesignmy the Futwc•Today...smce 1972
, , • ,
If you have any questions in regards to this design, 1 will be happy to answer them. I can be reached at
(612) 682-2587.
Sincerely,
WESTWOOD PROFESSIONAL SERVICFS, INC.
i�.�
Bernie Miller
Septic Site Designer
MPCA Lic. No. 43
cc. Stephen Weckman
m1999 Westwood Professional Services, Inc.
� ' �
� % �---- __ � `� _- - ' LEGEND
��
�--�_ � _-
� Ow exlsting we//
i�R+M-A-R�SEP YSTE �— �
\ � soi/ borinq
�4�$-1- LF OF 10 ID \� � Q pe�co�otion test
GRA�7EL�SS TRE H) ���
� �,
/ x---- existing fence
/ �_ , � existing deciduous tree
—� D R 0 P B��( (T Y� � ��� 9 conife�ous t�ee
� existin
existing e%✓ation contou�
_ —. — \ 92x4 existing spot e%uation
' 2 � LLO S P 1�1
SB24 92+�4 p�oposed spof e%votion
S825 SB 6 PRECAST EPTI T � ` ` ❑ E/evotions �e�otive ond assumed
K QEp p �] E/evotions re/ative to U.S.G.S 1929 N.G.V.D.
R�C 6� �� � � �� Denotes proposed surface droinoge
� ��
SB27 18. `'�
Sg29 � iVotes.•
� p
� � r. 1. Avoid compoction in se,otic orea before, during ond
, ALTERNATE SEPTIC SITE � ofre� cvnst�uction
M SYSTEM WITH Q� O �� 2. T�enchss o�e to be insto/%dpo�a//e/ to the contours ond fhe
PU M P TAN K t�ench c:xcavations a�e not to exceed a moximum depth of
A 6 30 0 C K B E D) / >2 ir,ches be%w the existing q�ound surface.
I ROPOSE � .� Ye�if belo�e dri//in thot no se tic tonks o� drainfi
W L . �' 9 P e/ds
/ a�e wifhin o 50 foot �adius of proposed we// %cofion.
(>OD feet fo� sha//ow we1/�
;�
4. t%�ify tefor-e constructior� that no shaiiorY we//s are within
'' 100 fee; o� deep we//s wifhin 50 feef of p�oposed septic
X � tonks oi d�ain�e/d o�eo.
� 5. To extEnd fhe /ife of septic system pump septic tanks o
I minimur� of every 2 yeo�s
� / 6. See ottoched sheets for addifiono/ const�uction detai/s
I / \ 7. Soi/ C/c�ssifed as Bu�ns�i//e sondy /oom (BuC� 6-12�'s/opes,
/ occo�di�g to the U.S. Deportment of Ag�icu/tu�e soi/ Su��ey
/
• 8. SiPe p/crn p�epared by o� unde� the super�ision of Be�nie
Mi//e�— rl.P.C.A. L icense N 3
%� Dote�lj��
.
� � I
' ' �---_._._..____. ��J f -
/ �
��
9 48�--� 0 40 80 �20
W e S t w Q�� Property location. DESIGNED BCM REQUESTED BY: 4/20/09
WestwoodProfessionol Services, ��� DR/�WN ecM Septic System Bohland Development
104 Mvrty Drive, Suite 3 Lot 6, CARRIAGE HILL, orono — Site Plan
Buffalo, MN 55313 CHECKED JMc Job No.
612 682-2587 —
Plymouth,�. 98795
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�n��.�r.�irr�i r - };Ei�i � , � „� i���, � ir��� n �v�„ �n 1y,� �v
Hrd�uums �
S[:P"i'I(�I�ANK VOI.UM! -_ _ _ ---- - --
�� a� I�Q , ���, ��, ,x�, —
�;.,II�,�,ti , aso ��Ni ��x `";`
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S(�ILti (Sitr r��.�lu��ti��n �l�jt.i) �, wN� s='s ia� ��;;
�� i�itin �,�K� i7o „��k�
( I)��E,ih t�� m��rict�nt; layrr = _�� � f����t x i:�x� ���s aor; �"�°��",
I) i��:iximum drE�lh cit sytit��m C� - :� tt - �,' I����t
I�: l��zlur�� _10�r'� P��rc���lati��n rat�• ��-t9 MI'I
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I.iywA Ga�baFr
flcJtuu�t�ti Capao��� D�s�nisal
TRENCH BOTTOM AREA 'FaOo"" �Ra°°""
H. I=or trenches with 6 inches of rock below d1e pipe: 2 or le« 7So �,��5
A x F = x = sq ft of bottom area 3 or 4 �.000 I,5(X)
5 or 6 I.5(H) 2.250
I_ l=or trenches��id� 12 inches of rock below the pipc: 7 or R Z,(Kx) 3,ppp
A x F x 0.8 = x _x 0.8 = s9 ft of bottom area o�cr 9 See fig.G6 (x I.5)
J. For trenches with 18 inches of rock below the pi��c
A x F x 0.66= x x 0.66= s9 tt of boriom area �,��<_�,•,�.,�.� ,k k..,,,��.���r^>�„���AFr,rca,�,r��
r.��„ia�„�„�:a�,. +��,,.�� �u.,,
K I=or trenches with 24 inches of rock bela��� the pipe: � �,R,��,.' r,,,,
n�����.����„��, iS�ul Tcxlure ,.�e., ,_,.y„�k
A x F x O.h =_____ x ___x 0.6=___s9 ft of boitom area _ �"'''�, __ "�
BED BOTI'OM AREA I�asterchanot•�oar�esand ---- ____
0.]to$ Sand 0.83 7.20
I_. For Gravity beds with 6 or 12 indtes of rock below the pipe; o i w s Fine Sand•� i.6� o.bo
1.5 x A x F= 1_5 x x = s ft of bottom area �'°15 �ndy Loam i2� 0.�9
q 16 to:40 Loam 1.67 0.60
For Presswe beds with 6 or 12 inches of rock below the � e; 31��9s Si1t Loam ?.00 oso
P � 4G to ti0 Cla��Loam 2.20 0.45
A X�'= x = SCl ft Of bOttOm dT'ed Slower than fi0••' �'lay ---- (0.24)
ROCK VOLUME IN CU FT •�„�,,,,,,,�,µ•,,,-,;�•�F<•,rcr,mr,,,
u..•>,-,,rm>i,,,,.,i��ni,�•.�„r�ir x,a�
M Rock dept}1 below distribution pipe plus 0.5 foot times bottom area: -�,��hr.,�,��;-�„m�,�r„�����.�,<<.�•�•r��r,�,,,�
"•ti�al wrth�u�high a�crcentage ol day(or
M =Rock depth+6 inches x Area (H,I,J,L,K) �nzulla6onolaningmundstandartlsvstrm.
( +0.5 ft)x = cu ft
ROCK VOLUME IN CU YDS
'�' V<�lume in c u ft divided Liv 27
M=27=cu yds_= 27 = __ ru yd5 b inches- 0% Reduction'�
ROCK WEIGHT ReduC�ion
O. Cubic yards times 1.4 = tons 12 inches=20%
N x 1.4=tons x 1.4= tons 18 inches=34% Reduction :
24 inches=40% Re+duction
DISTRIBLJTION '�'sizing for.gravelless trer�ch
(Check one based on slope) Bed (<6%slope)
Trenches _ Drop boxes(any slope) Distribution box (< 3%)
SYSTEM LENGTH
P. Select width = ft
f.f.f.f.f.3.i.f f.f.f.i.r.f.f. T
�. Di��ide bottom area by width: (H,I,J, or K) -P ~����.~.'.~.~�.�•�•�•�.� 2 mc�Cover
= llrie�� feet i•r.f.f-f•r.r•r.r.f.f.f.r.r.r.
ti•L•ti•ti•'L•ti•'L•ti•ti•ti.ti•ti•ti•ti•ti �
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Gravelless Pipe f•r•f•f•f f•f•f�r•
fti•ti.ti.ti• ti.ti.ti.ti.ti
.f.f.f. f.f.r.f.
( 10" :A x F-3)= Lineal Feet(S" :A x F- 2)= I_.ineal Feet r:f:•�.�• ;.�•�-�.� 4 mchPipe
. , f l. f.l.�•r.
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l.l.J.l.l f•1•1•r•r•
'}lamber(A x F=tvidth of chamber) f}}}};f}}� ,};}}}}}�}}
t ( 2y �r •ti•ti•1-ti.1.L. .ti•ti.1.1•ti-ti
�� Xb�l� - _..7__= _l.�i.l�llll'tl� f('l'1 ftiftftifti�tiftiftiftftftiftiftiftiflfti
._.. J.r.f.�.1.f.f.f.f.f.f.f.l.f.l.
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S_ �h�»�� Ic�cat�c�n ol wat��r tiup�,lv wcll.
t, I)ini��i�si�in all sel l�acks and se}aaratic,n dist.in<c�.
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P11MP SELL-5.714N1'1�SV�EllURI
(�.p P�Rf(H7A11(N1 (Y A P(-RfO(tATED L4TFRql
A. [)ctcrmine pump capacity: _�„��,,,,
(;ravity Distribution ��`��! �-1
l. Minimum su��c�leci is 6(X)gallons��n c�iur l lU};I�m) t�i slay ahi�ad ol . .���ti.,w`�N � �
watcr utic�ratc. �--^�°�^^� ����,�����..�:..,;
2 Max�mum su�estcd for delivcry to a dre���tx�a<�I a hc�rn��syst�m is 2,700 'T _:�s�`" -N������•,.�.,a,,,
gallorLs per hour(45 gpm)to prevent build-up of pressure in drop box. �.,-A,„ � -., �.,,, ,z•„�,a,
wie er R«��„
w�wa�.�.�m�w a�
Pressure Distibution �,,.,,�„1ej� H-��«�..�..,�
3.a. Select number o(pecforated laterals __ �___,,__
b. Select perforation spacing= feet_ `«�«���� ^�•����
e.�a..rba..a sw�o.«
c. Subtract 2 ft from the rock layer lengih.
µ,���, -2 ft.= feet
d. Deternune the number of spams between perforations.
Length perf.$p3Cing= ft. + ft. = spacCs Requved Perforation[��t,��e
e. _spaces+ 1 = perforations/lateral ��uo�p�n,in�ce(gpa,r
f. Multiply perforations per lateral by numt>er of laterals to n�t�e
get total number of perforations. ���. x-T;�-;_ __ Perforations. �f�j �2 md� ' �dP`"
,,�.,
� �Q++x X aim�r-={- gP�' - ---
I.Oa � 0_56 0.74
SELECtEI) PUMP CAPACITI" LO-_`��pm 2.Ob ! 0.�0 1.04
-----�--- -
B.Determine head re4uirements: a. L'se for single family homes
1_ Elevation difference between pump and point of disctiarge. b_ Use for all other applicahons
�__feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
_�_feet
3_ Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe L.aigch �
Read friction loss in feet per 100 feet from table. � '
Point of Discharg<
F.L= �I � k./100 ft of pipe
b. Determine total pipe length from pump to discharge p���;�,D;�{�,�T
point_ Add 25 percent to pipe length for fitting �p 1
loss,or use a fitting loss chart. Equivalent pipe
length- I25 tirnes pipe length= F-18b
120 x 1.25= ►33 feet
c. Calc,ilate total friction loss by multiplying 1-��m 1�'0�ch 3.0 inch
g�� pc 100 fi o[P�pc
friction loss in(t/10(?h by equivalent pipe length.
Total friction loss= l"�'� x 1 .) � +100=�_feet 10 0_69 o.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. l6 I_63 0.48
18 2.03 0.60
1 + V � 2 20 2.47 0.73 0.31
�y�5 3.73 _],,1,1 0.16
(1) (2) (3c) 30 5.23 LSS 0.23
35 7.�?0 2AG 0.30
4f) 1 1-07 2fi4 039
TOTAL HEAD _ _1-� ___- feet a5 la 7� 328 0.48
SO 3.99 O.SR ,
55 4.76 OJ(I i
C Pump selection �� s� j �82 �
_ _�
�
� � 1. A pump must be selected to deliver at least
�S_ fi�m (St<��� /1) ���ith at lc�a51 ��__ Ie��t �( total hcad (�t���� fi)_
/
��.rr
� . .
� -
,1 ,
I. ALL PIPES OTHER THAN PRESSURE PIPE SHOULD
OUTLET TO 8E AT LEAST 4 - INCH DIAMETER.
TRENCH
2. ELEVATION OF INLET AND SUPPLY LINE TO
' ' o SUPPLY LINE NEXT DROP BOX MAY BE ADJUSTED UP OR
T O N E X T O O W N F O R D E S I R ED EFFLUENT LEVEL IN
__ OP BOX TRENCH .
� � --�
__ 3. SUGGESTED TRENCH LIQUID LEVEL IS AT TOP
OF TRENCH ROCK IF PERMEABLE SYNTHETIC
FABRIC COVERS ROCK; AT TOP OF OUTLET PIPE
� . �� F� 4 IF HAY OR STRAW COVERS ROCK.
OUTLET TO
TRENCH 4. INVERT OF PIPE FROM PUMP MUST 8E AT
LEAST ONE INCH HfGHER THAN INVERT OF
SUPPLY PIPE TO NEXT DROP BOX.
5. TRENCHES MAY OUTLET ONE SIDE OR
BOTH SIDES OF DROP BOX.
�
� ,
i
� r� r� SLINEY I � SUPPLY
� � ` �� ' i I � LINE
„
I 2 ; i i � -� I - �
� � i i 2�� � � 1 �
I I
� � I I
i � i i � � � ' T
i �'E-- I � ( I . I � -�-
I i ' j _L1 � � Ll
L_ _ � � � I I � I
� -;- —- 0 U TL E TS TO l-__.L.L _ _i
' TRENCH ' � OUTLET TO ;
I �/2' OR 2" PLASTIC TRENCH �--
�-- PIPE FROM P.UMP
DROP BOX FOR PUMPEO EFFLUENI"
NOTES '
OUTLET TO I. ALL PIPES SHOULD 8E AT LEAST 4 - INCH :
TRENCH DIAMETER.
INLET FROM
SEPTIC TANK 2. ELEVATION OF INLET AND SUPPLY LINE TO
OR PREVIOUS NEXT DROP 80X MAY BE ADJUS7ED UP OR
DROP BOX , ��,��::::., SUPPLY LINE DOWN FOR OESIRED EFFLUENT LEvEL IN
`� � TRENCH.
TO NEXT
_ OROP BOX 3. SUGGESTEO TRENCH LIOUID LEVEL 2 INCHES
—� ° —�-- ABOVE TOP OF OUTLET PIPE IF PERMEABLE
SYNTHETIC FABRIC COVERS ROCK; AT TOP
OF OUTLET PIPE tF HAY OR STRAW
, �..
� COVERS ROCK.
, . .:�:Q:::..
4. INVERT OF INLET MUST 8E AT LEAST ONE
INCN HIGHER THAN INVERT OF SUPPLY
PIPE TO NEXT DROP BOX.
OUTLET TO
� TRENCH 5. TRENCHES MAY OUTLET ONE SIDE OR
80TH SIDES OF DROP BOX.
- T �
� SUPP�Y � I N LE T
LINE I �"'�
-� �NLE i_1� i� I � � SUPPLY �INE
I L_I_ ---i` I ' - ' . (
I 2�� � . �� I � �
� � �� i - � � �--
r
I � �- I i i j -�-
� OUTLETS -� � �-�-
� � TO TRENCH � � OUTL.ET TO =
� - - -- - - J L - - - - - �
TRENCH -
DROP BOX
�JS� �� ��� �"G�!'IG� lf,�'��a�-rs �xc�p� 1 s�
GRAVELLESS TRENCH CONSTRUC710N DETAfLS - l
� �Pv��+5 0 � �� �`�' w c(--, o N� I
� t � r �� � , -,�. �
2 lnspec�,� ,
� Inlet Pipe lo Next �
I 1 1/2 Male Well
' Dro� 8ox Adapler �
I — �
�, , y
6- �Z Soll Backlill — '
,
.
Corrugated Tubing Covered
; 9s�.� �
wilh Geotextile Fab�i �`rs�h5 �
��a�n� �
� °�s�.� �58,a'' �
; �rop E3ox �
Trench Length = up to �00 Feet �
i
Ovcrfill to Allow '
tor Settling NOTFS : 1 . Bottom ot trench must be leve� To�
, 01 tubing mus� be �evel.
Soil � 2�� ot Soil 2. 5cari(y trench bottom and sidewalJs
; . Backlil) Backtill al lAast 12 incf�es abode trcnch bot�or� '
2C '� ; ��
� � to exposc natural soil.
' ' 12" �. Q,
� ,
' � �O" = D
G'� - - - - '-�. 3. For propricinry products consul�
Holes Located mar�ufacturers periormance cri�eria
i 24 ~ at 4 and
, i
8 O'Clock �
:=i�u_.re D-29
�a� 6
• . � . MOUNT) I)I�:SI( :N WOIZhti11[�(�1 ���'����" �'�
(F�,r I�l������ u�, t�� 1?O(1 �j,�1)
n. �-1.���N — ---� I
I_suma�cd S�waRr Flows�n Gallons�i dav
�5 t 1 Il l�l�t'lj � �d I Nvmbn I Typc 1 TyPe l►) Typc IIl Typ�
<�r rneasured x 1.5 = _ gpd � ��' rv
� �oo izs i so —--
i 45� 100 21A �
f3 SEPTIC TANK LIQUID V(�LUMES , � „s Z� o«
i s �so aso zva �''"�
_�-�f�q2__ gallons � ,, 900 525 ,,, � �^
� � ioso I boo 3�0 ' ir�`�
x izoo I ��s I ,,� I uT«
C. S1�1L5 (refer to site evaluation) �<<���
� T�a4 w�xi1u NMwi
1. Depth to restricting layer = -3"� inches �7 g feet �ywa��x,,,
Nunn�,��� W e�mum l�uw ��W'4�{'nn•,,n �.,u�mt�w6�
2. Depth of percolation tests = /'Z �C}1�5 �....�, �n„ s„�,��a,�,�„ ,,h„�,�
3. 7�exture /02.^—� Percolation rate�.s.3d_ �"�"` 730 "�' ;500
Ip�j �.�• �o00 �soo .000
1.��n 1500 _2S0 �p�p
4. Land slope _� % - .,,,� z«x, �� ,�,�
D. ROCK LAYER DIMENSIONS
l. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
�_gpd x 0.83 sq- ft-/gpd = �3o sq. �.
2_ Select width of rock layer (max 10' if <120 mpi max S') _ _�_ ft.
3. Length of rock layer = area — width = �e a ,00, Aa oop�
6 3 o sq. ft. — /U ft. _ ___�_� ft. ��oo aD�D�doQQa �• �-t�
da�o°�O d�op.OppDaD tp xD.,
Wld�e /� ft vo� �a�o�e �bG00-QOD �a o D ,
<120mpi <10' �n��_��
E. ROCK VOLLJME >120mpi <5'
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;
cu. ft. =27 =�?�cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; cu. yd. x 1.4
ton/cu_ yd. _ � to�,
F. ABSORPTION WIDTH Absorp000 wdth Siung Table
l. Percolatio rate in top 12 inches of soil is���mpi �d,��w��o �,,�� a,�o�r„�«,
Texture � M�nwa per loch Soil Tczturt per day pQ w�di6 io Rock
— (MPI) sqiurc(oa Laycr Wid[h
Fu�rr d�an 0.I Co�rx Sand 1_'0 I 00
2- SelE�ct allowable soil loading ratc from table; o;��: F��'s�,e o�ao ;0000
� �l r 6 io i5 S�ndy Lnam 0�9 1 57
��1 t' 16 w iG L.avn 0 60 2(Xl
31 l0 45 $III(.O]II1 �.SQ ?JQ
46 Io 60 CI]y L.oaai 0 dS 2 67
60�0 120 Clny 0 24 S W
3. Calculate ads<�rptior� width ratio by dividin� r�ck layer s�o�w��zo c��� o,o eoo
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ftz= gpd/ft� = 2. O
-� Multi}�I�' �3dti��r��tic��i� �,�iclth rat��� h�� rc���l. la1'c�r ���tdth t<i t���t
reyuired ads<�rplion width, �
��- a --,��-- ft =0��_ ft
(; I�(�1NNtiI O1'I-: 131�IZM W11)Tl 1 •����,�.� ��"•�� �
V
7. If landslo�e �s 1% or more, �
subtract rc�ck layer width fr��m adsc�rJ�ti��n wic�th � .�- ��� ,� �
to obtau� minimurn dc�wnslope berm tc�t� ` �"`k' '°"�
' Ciean Sand_
�Z� ft - �� ft = �U feet ---- ��r�P�a
���,��i So�i
2. Calculate Minimum mound Sirt� --- -�
a. Determuze depth <�f clean sand fil) at �������W���h o��sioaew�d�n -
- ----
upsl�pe edge of rock layer: -- -- R�w,a�,, q��h�n W,a�,
SPparation 3' - Z ft = �_ feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer;
� ft + lft + lft = _� feet
c. Enter table with landslope and upslope berm u 5�o e Width
ratio. Select berm multiplier of �.2�
d_ Multiply berm multiplier by upslope mound b UPji�Pe W'dth ��o�oQ�DD��wd� �opoab Aq n uP5►o Width
a <-°o a< ade-e o�o
-fy�-- eD oaao,Qo. �oe��oo�b s
height to find upslope berm width: � vnoa on aa I�'�' a°� a e��o
�o o c:o a. -o��p�� PpDU��gU�u.a,Qo Qo.yfl�.p .
�-x.�Z�_ �_ feet �
e. Multiply rock layer width by 3 : :
landslope to determine drop in elevation; �° m�io�►�rld�,_�� �
Absorption Width�U_
�(�x � % = 100 =� feet - - .
f. Add depth of clean sand far slope
difference (2e)at downslope edge, to
ror��,gcn
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
� ft +D�-� � _ �(�feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of 5•Z6 �
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
.�G xS-Z6 = /8•`�1 feet BERM SLOPE MULTIPLIERS
i. Compare the values of step G.l�
and Step G.2h�_ �a DOWNSLOPE UPSLOPE
S� berm multipiiers for�ariau Derm mdtiptiers tor varian
Select the greater of the two values as the �o� n����,a� n«���,ti�
downslope berm width; /P� • `� feet
j. Total mound width is the sum of � ` ' S� :� , ' , 5 ' , , , 8.,
upslope berm (G.2d) a 3.o a.o s.a 6 0 �0 3.o a o s.o 6.0 �o s o
width plus rock layer width (D.2) � 3� 4 �� 5.26 638 7S3 2.9I 3.85 4J6 5.66 6.54 741
2 3 19 a ;� S 56 6 82 BJ4 2.83 3J0 a.Sa 5 36 6 ia 6.90
plus do�vnslope berm width(G.2i); 3 3 :p q S4 5 gg i i2 8 86 ?.75 3.57 4 35 SA8 5 79 6 4�
1�L� � + .L_ lt +ir� • � ft =�2 �� feet 4 i S t S �(� b.2 5 7 8 9 9 7? ?b fi 3 S S 4.1 7 4 K 4 54 6 606
k. Total mound length is the sum of upslope s �s; s cx; v e� s s� io.�� z c,i 3 3� a oo a b� 5 i9 s�i
berm width (G.2d) plus rock layer len�th (D.3) � 3 be s�c, � „ 9 3a ��o� z u 3 z3 3.xs a a� �v� s ai
plus upslope �jerm width (G-2d); � ;so 5 �c, �6v ia�a i 3�3 z a�, 3 i� 3�o a z3 ��o s i3
� ft + � f t '� L� ft = �( feet � 3 9S S Sg K 33 I I 54 I S 91 2-42 3.03 3.57 4.05 4 4y 4 88
9 a I I b 25 9 09 13.Oa 18 92 2 36 ?.94 3.a5 3 90 �s 30 a 65
i10 4 ?9 6 67 10 00 I S 00 23.33 2.31 2.86 3 l3 3JS � I' 4 44
� Final Dimensions: ' �' '4� � �' �� �� ��hs �oa� -�� '�R ;?3 3�i ivs azn
I I� a��v 7 c,v 12So 21 a3 a3 75 2.:1 �70 3 I: 3Av 3 80 a o8
�__ x 9/
I --
t�� I� I�i
1
. �
1 i
l )'
(�
� i
\
•i��
�lil
�( )
� lJ�
a_h i
� .4;�
� �V �`^
�I i��,
0
111
�'a � Q til
� � p,"
�
�,v�
W
3�
o`--'
J x
,
�
�
�
~ z Y
J � L Y
� O � � Z
[L m � Q
� a-
� � � �
z
r-- �
g � / � s
.�
�� lL
V, �
W
' J p
O W
= F--
Z � Q
Q V
� � i• � Y � O
I'� a Z� ' O`
Q �
�� w~ �
_ � �j (L
- -�'�---
�3----_-------- - j.� .. .----
�
�--- - - -.. ------�-,�-- '� .
... ---� �--� ---_ Q
- - '-' �
- _���g ' . _ . ._ - - -- .
�� � -w� - �� ,��
�-
�
�
w
<-
.
w �,
� � -
� �
� r.i
REOWOOD, CED OR -
WATER TIGHT 8� LOCKABLE ELECTRiC 80X TREATEO POST�4 x 4 min)
PLUGS OR EI.ECTRfC CONNECTIONS � �—INSIDE gpX�C CONNECTIONS MADE
2u PVC CONDU1T SCHEDULE 80
MANH�LE COVER CNAINEO & LOCKED 6"SPACE SETT�EMPEONWTER CORD FOR
SEI�LED MANHOLE RINGS �
FINAL GRADE
- AT LEAST 12" '
��� BELOW GRADE
� W1RE FROM P01�VER SUPPI_Y
.: PIPE IS LAID ON A UNIFORM S�OPE FROM
o ?�l� }i pUMP STATION UP TO SO1L TREATMENT AREA
/� , . FOR PROPER ORAINBACK
SEALED TANK COVER �-- IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP NOLE MUST BE USED
W ITH ANCHOR
L�LARM FLOAT ON SEPARATE WEEP HOLE
ELECTRICaL CIRCUIT
� NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
START �.y�� -- M ST BE LA D 8 SEDE OTHERNTANKST
��
7s ' ZZ�GGJIons �ec' 3"� `� AND NiUST BE PLACED IN C,ONDUIT
CyGle Se� G-� �CyGles Pe� day ALONG POST
SHUT- OFF LEVEL:_Q _ _ ELECTRICAI. CORDS FROM PUMP AND
FLOATS MUST 9E RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUNC
PUNtP CONTROL FLOAT CONTACT.
00� :
:.;�
Figure F-8
I'll[ SSUItE_[�IS�I�IZItiU�l�lON Sl S"I LM c,��„t��xtil�� �ahrir
1 Sc lert numh��r ��f F,erforated latc�rals � � „
--- - -_ __ _ 4uart�r inch E�erl�ttahc�ns s act�1 N1,1 1`'
2. Select perforatic�n spacin�; = 3 feet. v"of ro�k
3. Since perfc�ratic�ns should not be placed ric�sc�r t}Zan 1 ft. to Pert Siz�r,g 7/:��'" - �/��
the edge of the rock layer (see diagram), subtract 2 ft. from �'erf Spa�►nR 15- 5�
the rock layer length.
R�dy3i�,�r, - 2 ft. _ � � feet.
Reqwted Perfomm�D�scharR<
4. etermine the number of spaces between perforations. �R�«����««m�
Divide the length above by perforation spacing and round D�rg�
Hud �.,^d'r" � p..
Ifeal � ,
down to nearest whole number.
1.Oa 0.56 0.74
Len th erf. s acin 2.Ob 0.80 1.04
g p p g = �` ft. = 3 ft. = 2� spaces
�3� �2� a.Use for single facruly homes
b.Use for all other applications
5. Number of perforations is equal to one plus the number of
perforation spaces .
U Ma�cimum number of quar:er inch perforations pe
spaces + 1 = �_perforations/lateral lateral to guamantee<10%discharge variation
Perforation
6. Multiply perforations per lateral by number of laterals to Spf etjg 1; 1 z 2
get total number of perforarions. 2,5 14 18 2$
�5 x ��_ �_perforations. 3.� 13 17 26
3.3 12 16 25
7. Determine required flow rate by multiplying 4.� 11 15 23
number of perforations by flow per perforation 5.Q 1Q 14 22
_�✓ �
�� X �� _�gPIIl. wunw�o wcn� nr cw o� v�swc oma,e�na« smEM
8. If laterals are connected to header pipe as shown on upper _ �
� :,=� � � .
example, to select minimum required lateral diameter; enter _
table with perforation spacing and number of perforations ,���s„��`� �-�-- �'
per lateral. Select minimum diameter for � ��,`"
perforated lateral = 2— inches. �
...e,., a .� .,�A,.,>.�
..�.,�o�;.�.,,,w ...�...�
� .._a,.�...�,..�
9 If perforated latera] system is attached to manifold pipe near =�� �- ``�'�`"'� "��� �
,i_�
.,.:.�a�
the center, lower diagram, perforated lateral length and - ��-�,,,K„, ��-- ;
number of perf<�rations per lateral �vill bE� approxiinately one ° --� ..,�,��._
half of that in step 8. Using these values, select minimum '., `t, °��
diam�tc:r fc�r F���rfe�rated latc�ral = _ I � _ inches. ,�� .- '� ..�
—y���- . ,�. A n.'.a�..r.
�
►- i�
P11MI'�E1.i.LT1�N PI�C)C:EDUItC
FIO PfR�nRAfl(MI (Y A P(R1(N7AlFn 1.41FHp�
A. [)ctcrmine pump capacity: ���
<:ravity Distribution ` -
1_ Minimum su��stcd is 1�00 gallons Ex�r h<iur(10 f,pm) Ic� stay ahcad c�t �� ���—
w a Mr u tic ra te. ,.-.+s..e� •�"b::.'"•':;"°,K'>,a„
.��.�.�..,,;^-�......
2 Maximum su�,esMd for delivcry lo a drop Lx�x o(a home system is 2,7(x) 'T -M���a��..a�,.a,,,.,ti
.,»� ,.... �
gallons per how(45 gpm)to prevent build-up ol pressure in drop box. �.,•pw � ��,,, 17•,.�.a
�{go rie � ei a«��,.,
wwe�w�.�o.�.a.i
Presswe Distibution �„�,�„� 8.,,.,,,«�„„„
3.a. Select numberof perforated laterals __
b. Select perforation spacing= feet_ �«�.��.,� ►�ro«�r sm��ae
�����e�
c. Subtract 2 R.(rom the rock layer length.
-2 ft.= feet
d. Deter�mine the number of spaces bet�vicen perforations.
Length perf.spacing= ft. + ft. = spaces iteq�urd Pet�oraeon D�scha�e
e_ _spaces+ 1 = perforations/lateral v,gauon5 p�Q,;,,�ce f•
f. Multiply perforations per lateral by number of laterals to ��x��e
get total numberof perforations. x - H�d ���� �.,aa.,,
�„m,. -�,,,7�Q,�- perforations. �f�)
£ _� x�r�r--gPm.
I.Oa 0.56 0_74
SELEC'TF_-D PUMP CAPACTIY� $pm 2.0� 0.80 1.�4
B_Uetermine head requirements:
1. Elevadon difference between ump and point of discha e, a. Use for single family homes
teet
� b_Use for all other applications
2. If pumping to a pressure distribution system,five feet for pmssure
mquired at manifold if gravi system,zero.
t feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. PRpe I.rngct�
Read friction loss in feet per 100 feet from table. ' Point of Discharge
F-L-= ft/100 ft of pipe
b. Determine total pipe length from pump to discharge n����D���T
point_ Add 25 perc�nt to pipe length for fitting � 1
loss,or use a fithing loss chart. Equivalent pipe p
length- 1_25 times pipe length=
x 1.25 = (�t F-186
c. CalCuldte tOtal friction loss by multiplying 1.S inch 2.0 inch 3.0 inch
�1 Friaim Im pc]00 h d Pipc
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= x +7pp-�_feet 10 0_69 0.20
4. Total head required is the sum of elevation difference, 12 0-� 0.28
14 ].28 0.3R
s�xrial head mquirements,and total fnction loss. 1G 1.63 0.48 j
18 2.03 O.C�
20 2_47 OJ3 0 t]
+ � � 7_S �.7� 1.11 i 0 16
--°1--- --_ ---- Z
(1? (2) (3c) j �0 � S.�� I SS � 02 i �
� �� � ;_y(I 'Oh I 0 iU
L, � -itl ;1-137 Z.W j O3`i �
TOTA[_}�ilAll -�V-- f����t a�, I�� 7: 3-28 o.ar;
�0 3 S�) � O.SR �
SS 4.7(, � 0 7(i �
� . �'illtl}) SPICCilOII 6U 5 6(I U}+2 '
j �
---- — --------- - �
�-
� 1- A pump must b�> sc�lc��- �>d to deliver at lc�ast
� � t;�tn (5ic�� A) �ti�ith af li�.��i � (rct of (otal hcad (�t��E, It)
� � �--
LAYOUT OF PERFORATED PIPE LATERALS FOR
PRESSURE DISTRIBUTION IN MOUND
,� PERFORATEO PLASTIC PIPE
���
�� �
�
� SPAc�N�
`--- PERFORATIONS SPACED 36" /�
END ON �NTER, PERFORATION � PERFORQr�O
V I E W 5�ZE � AY B E 3/I 6, �/32; � �� '
OR � /4�. �6
� 2"MANIFOLD
r� PI PE
- l�� L PERFORATIONS ON 80TTOM OF
\ PLASTIC PIPE i
��'' �-�
' -- - _
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❑ 7599 Anagram Dnve L�l 104 Marty Drrve, Ste 3
P E R C O L A T I O N T E S T S H E E T Eden P�aine, nnN s53aa Bu(falo, MN 55313
612-937-5150 F12-682-2587
FAX G12-937-5822 FAX f,17-f82-2639
Test hole location Carnage Hiil (Bohland Dev) �f �
Depth of hole bottom 12 inches Hole No.: a y � 2�
Diameter of hole 6_8 inches Dale test hole was prepared: �2�Z2 I9P,
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Soil Data from Test Hole ,
depth, inches soil texture soil color
see logs
Method of scratching sidewall hub w/nafls Depth of pea sfze gravel in bottom of hole 2 inches
Date and hour of initial water filimg ��L2 �p�,�s"Depth of initial water fiiling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by R Swisse Percolation test started at (!p"3 !Qy
Maximum water depth above hole bottem during tesY
8 inches Date � 2�
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
I.� START � - �-�'-�--- -I--��------ y A
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❑ 7599 Anagram Dnve [�J 104 Marty Drive. Ste 3
P E R C O L A T I O N T E S T S H E E T Eden Prairie, MN 55344 Buffalo. MN ssst3
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location Carriage Hill (Bohland Dev) Ln�- G
Depth of hole bottom: 12 inches Hole No. b t 2'1
Diameter of hole 6-8 inches Date test hole was prepared: 12�Z�/�'sd,
�_�
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sfdewall: hub w/nails Deplh of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: /�ZZ /o:�S Depth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours Automatic siphon
Percolation test conducted by: R. Swfsse Percolation test started at � ',b(� (� ;�g
Maximum water depth above hole bottom during test:
s incnes Date (Z��/9g
WATER WATER
1NTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
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❑ 7599 Anagram Dnve 0 104 Marty Dnve, Sle.3
P E R C O L A T I O N T E S T S H E E T Eden Prairie,MN 55344 BuHalo, MN 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location: Carriage Hill (Bohiand Dev) l�t �
Depth of hole bottom: 12 inches Hole No.: ag-t a�j
Diameter of hole: 6-8 inches Date test hole was prepared: � 2�Z Z/S'R
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Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: / 2Z U,' Depth of initiai water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: R.Swfsse Percolation test started at �/�/2 /J/
Maximum water depth above hole bottom during test:
8 inches Date �2f2��9 '�
WATER WATER
INTERVAL WATER DROP DROP PERC R,4TE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINA� 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP
4Qi 09 PLUMBING RI `23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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OwnerlCon a�or o sit .
Inspector. �
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� �(� DATE TIME
CITY OF ORONO CALLED IN ` � ��
INSPECTION OTICE G, SCHEDULED ��__'�1cL'�� �'�'I
PERMIT NO. �.�I I COMPLETED �
ADDRESS �I c�`/ �G�I"7`�c�,.� LC.�vl.e.�
OWNER CONTR.��..P�S d�S 0/1 S
TELEPHONE N0. 7C.E' � � �7� � 7� �'
� DESCRIPTION �Ep� �� �f��L_
� 01 FOOTING 11 MECHANICAL RI 18 EXCA�//GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI SEPTI 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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DATE p TIME ''`'
CITY OF ORONO CALLED IN oZ7 O Or OC7
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TELEPHONE NO.
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LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESNORE/WETLANDS
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Q 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 $EPTIC MAIN�� 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTAL� 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLU�J 36 FOUNDATION/REMOVAL
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