HomeMy WebLinkAbout2001-P04453 - septic � PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P04453
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: to�s�2ool
SITE ADDRESS: 2601 Rainey Rd
Wayzata,MN 55391
PID: 04-117-23-44-0004
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: Swedlund Septic OWNER: Patrick& Kristen Burton
9520 Laketown Rd 2601 Rainey Road
Chaska, MN 55318 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
'��' ��' .�, ,� � �/1�:� � -� ✓`'� ,�
,. (� ,�
`J 'ti� '--� �.c: ' —� ` "'
�,.�=? PLICAN�ERM[TEESIGNATURE � ISSUEDBYSIGNATURE
�
i
�/
Cooies: 1-File(Sienitures Required). 1-Aoplicant, 1-Monthlv Reports, 1-Assessine, l-Finance Page 1
� .
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appiopriate
boxes.
�/ 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I�vill be installing the following:
A Tanks: �_Precast Concrete Other Manufacturer
Tank Capacities: 1) N�Sv gal. 2) !25� gal 3) /Dc>d Qal yJ io�g�
B. Pump Station(if requued)
Pump make&model_ f�`( ✓''�C Dav� 1� (attach pump curve&
literature); system design requires �g�at % v feet of head.
Hi;h water alarm make&model —��`�"p . Outside
electrical work to be completed by installer electrician other.
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. "
1�Ianifold Pipe Diam. "
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Qrono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinance�of the City and the re�ulations of the State
of iVlinnesota,and certifies that all statement ade on this applica ion are complete,true and correct.
Si�natureofApplican Date: �� ^ �— � r
NIPCA License No._ � �� �
. . . . .
StaffReview: Approval Denial
Reviewer: Date•
Reason for DeniaL• -
, , � .
S"P TESTING! ��C. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
. . State License #394
�
!f/ L�
�
December 4, 2000 � _ ,�����,
�
C � � . �� AN�N�EA�ENI llli�
.z...
�����
� �c� n��:� � �r� ��f�st �a�.;�
Patrick & Kirsten Burton
2601 Rainey Rd.
Orono, Henn. Co., MN
This on-site sewage treatment system is designed for a Type 1, 5 bedroom home 8� 2
bedroom Guest Home = 1050 gal/day, in accordance with the Minnesota Poflution
Contro) Agency Chapter 7080 and local ordinances.
The soils on this site are a clay loam. The seasonatly saturated soils were located at
22" to 34" (redox features). Due to the seasonally saturated soits, a Pressurized Mound
System will need to be instaAed to treat septic effluent. The bottom of the rock must be
located at least 3' above the saturated soils.
City code requires a 20' setback from the edge of the system for equipment travel.
The soils at a depth of 12" have a percolation rate of 6.3mpi.
The tanks needed for the house will be 2-1250 gallon capacity and 2-1000 gallon
capacity for the guest house.
Both the house and guest house witl have a 1500 gallon pumping chamber. There will
be a timer in the guest house pumping chamber (pump#2). The power supply and
switches must be located outside the manhote and pumping chamber in a weather proof
enclosure. A waming device must be installed with a light and sound device, this is in
case of a pump failure. The supply line from pumping chamber#1 to pumping chamber
#2 will be a force main with back drainage from pump #2 to the mound system.
� � ,.
r � ���::-�j N .
7
�` y.�
�. �f�� 'R!YI1 �� '�A
�,��� �j��
h��A � '� ,�:,
1 �;� ,� ��"�'��
�
., � I
T e manifold and supply line pipe must have back drainage to the pumping chamber.
T e distribu�ion pipes shall have their ends capped. Be sure the rock and sand fill
aterial are clean. The sod layei below the entire mounded area must be tumed over,
j st break up the sod, be sure not to over work.
I neighboring wells are located greater than 100' away from the proposed treatment
ea.
;
I�eep all he�vy equipment off of the proposed treatment area before and after
nstruction. The treatment area shouid be marked oif before construction. This
esign is npt valid & the system witl need to be relocated if failure to protect the areas
roposed fqr On-Site Sewage Treatment occurs.
ith proper installation and maintenance, this system should have no problem in
reating septic effluent effectively.
othing other than human waste, toilet tissue, taundry, showers, water softener etc.
hould be disposed of into the septic tanks. {ron filters must be diverted out of the
ystem. Garbage disposals are not recommended, due to adding more solids &fine
olids passing through to the system. Excessive amounts of soaps, anti-bacteriat
oaps, cle�ning agents, chforine agents & shower cfeaners used every shower may kitf
he bacteria needed to treat septic effiuent. Additives are not recommended.
Recommemd to pump & clean your tanks through the manhole by a certified pumper
every 2 years. Check with your pumper to set up a schedule.
�
C 1 •
i <���
j Steven B. Schirmers
� � ,:;�:- . .� -s+*�..
4 y�� :rJ � �;:n� ��
f
I ��,1 , �_
��� � .
� �`��.�'f `��� �=; ��
2
,.: .. ,
� MO D DE IGN WORK SHEET(For Flows u to 1200 d)
�4.. A erage De �gn FLOW A-l: Eatimafed Sewage Flowa in Galiona per Day
num r o
Es ' ated J D.�gpd (see figure A-1) bedrooma c�asa� c�au n c�ass m c�ass iv
or easured -- x 1.5 (safety factor) _ — gpd 2 �o0 225 �so � �
. 1-Fo•���.: 3 . 450 300 218 of the
a � W��T 1-F0�5�- 4 600 375 256 values '
B. S C TAN1K Capacity 5 750 450 294 in the
�41� 6 900 525 332 Class I, '
, - , a o i. gallons (see figure Gl) NoUs� � -- � 3�o n,or ui
a_� v�o�► V u�s-t'1r10►.� S�, 8 1200 675 408 columns. �
C. S�ILS (refer to site evaluation) c-i: Se ticTankG �a� �s i
l A a l4 j�• Liquid capaciry
Nnmber of Minimum liquid liquid capacity with W���S � ;
1. Depth toxestricting layer= �.�`�� ��`' �a`.' feet s���� ����' �a��� sr���
2. Depth of percolation tests = ► a" feet z a i� �so �izs 15�
3. Texture �v�1 M �5� c.���{Ln�v� s�a �000 �soo �
S or 6 1500 2250 3�
Percolation rate �.3 mpi ��$a 9 � �
4. Soil loading rate , �-1 S , gpd/sqft(see figure D-33) �
5. Percent l�r►d slope 7 % �
D. R CK LAY�R DIMENSIONS
1. ultiply average design flow (A)by 0.83 to obtain required rock layer area.
� gpd x 0.83 sqft/gpd = � � a sqft
2. etermine rock layer width= 0.83 sqft/gpd x linear Loading Rate (LLR
.83 sqft/gpd x J a gpd/sqft= /o ft Mound LLR
3. ength of riock layer = area+width =
4t sq#t (D1) s ��ft (D2) _ �� ft < 120 M PI < � 2
E. R CK VOLUME > 120 M PI < 6
1. ultiply rack area (Dl) by rock depth of 1 ft to get cubic feet of rock
� sqft x 1 ft=���,cuft
2. 'vide cuf�by 27 cuft/cuyd to get cubic yards
ctlft +27 cuyd/cuft=.�,._cuyd
3. ultiply cubic yards by 1.4 to get weight of rock in tons
� cuyd x 1.4 ton/cuyd =��tons
i D-33: Abaorpdon Width Sizfna Tible
F. SF.�WAGE ABSORPTION WIDTH P"`°'•"°"�"` `�oidinaR'"
in Minutea per Sal Te�cnue Gdlau Absorption
� Inch per dayper Ratio
` MP! uarc foot
f
F.stcr tAan s Cwrse sand t.ZO t.00
� Medium S�nd
Abso don width equals absorption ratio (See Figure D-33) `�oinySand
times ock layer width (D2)
��04 �� . .
�/� t t 46 to 60 SudY 4aY ��45_. � 2.67
� L� X-..L.y,�—it = �' '�• jt Silt Clay L.oim
61 to 120 Silty qay 0.2d 5.00
Su�dy Qay
lowa than 120'
Kynam daiprd(or Ywe oib m�q be aMr er perfomrse
, :
� MO ND DE IGN WORK SHEET(For Flows u to 1200 d)
R.. A erage De ign FLOW A-1: Eatimated Sewage Flowa in Gallons per Day
num r o
Es ated�CZ.gpd (see figure A-1) bedrooms ciass� c�au u Gasa u� c�ass�v
or easured x 1.5 (safety factor) _ — gpd 2 �o0 225 �eo �
. 1-l0•,� 3 . 450 300 218 of the
5 �"�-- la��sT 1-}O�S� 4 600 375 256 values
B. S PTIC TAA1K Capacity 5 750 �.50 294 in the
6 900 525 332 Class I,
M��� 7 600 370 II,or III
a- � � o �. gallons (see figure C-1) N oUs�
�_ �a��,� b�V,'�s-�1-a o ti..1 S�E:. 8 1200 675 408 columns.
C. S ILS (refer to site evaluation) Gl: Se tkTauk Ca acitia(in Ilons
l A 7,l4 5�• Liquid capacity
Number of Minimum Liquid liquid capacity with W��dis & '
1. Depth to restricting layer= �.�`�� 7l�`� ���� feet Bedrooms Capaciry garbagedisposal liftins�d
2. Depth of percolation tests = ► a" feet Za� �so i�zs 15�
3. Texture �v�M �5�. c.L��(Lv,av� 3�a i000 �soo �
Percolation rate �,� mpi �Sg�6g � � 300°
4. Soil loading rate .=1 gpd/sqft(see figure D-33)
5. Percent land slope 7 %
D. OCK LA�cIER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
10 5�� gpd x 0.83 sqft/gpd = �6 � a sqft I
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR
0.83 sqft/gpd x I a gpd/sqft= io ft Mound LLR
3. Length of rock layer= area=width =
4{� �. sqft(D1) � J�ft (D2) _�_ft < 120 M PI <12 .
E. CK VOLUME > 120 MPI < 6
1. Multiply rock area (D1)by rock depth of 1 ft to get cubic feet of rock !
��. sqft x 1 ft=�4 cuft �
�
2. Divide cuft by 27 cuft/cuyd to get cubic yards
. 7�_ �uft +27 cuyd/cuft=�,_cuyd
3. Multiply�ubic yards by 1.4 to get weight of rock in tons
. . �_ yd x 1.4 ton/cuyd = U� tons
D-33: Abeorptlon Width SizinQ Table
F. S WAGE A;BSORPTION WIDTH �•���� L.oadinaRate
in Minutes per Sal Teainue Gallont Absorption
Ineh per day per Ratio
MPI wre foot
F�sur than S Coersc Sand 1.20 1.00
Medium Sand
Abs rption width equals absorption ratio (See Figure D-33) `A'°''S'"°
time rock laye�width (D2) � �
��o< ;� . :<
.t,� x 1Q—ft- � �•�� f t ��o�o s.�Y a.y c�<.s_� - 2.6�
— sci� c�,y i.o.m
61 to l20 Silty pay 0.24 5.00
, S�ndy p�y
S ower ihan 120•
. �`: ����'' � •Spaem daiEnd for�ue wils m�a be a6rr w ptfomreca
�� �
�
3�� ' �' 3a' s�' �' ' 39' ' �' -¢'
- -- �
� .
��z�o—,_�-- ,� � �
— —�--
� - '�z�?�_'_: --- . ' �i,
:% — -- L E_`' _ ���-�'�-� °�-f�. �`�.-� �� �
� -- - '��4i���s�o� l;r- _'�' � �,�.�
- --- ----� \� __ _ �__ `- - '���� � p� � \ .
�'1 � �
� - - -- �'� --�r � �i
�_ 1� \ i
/ \' 1. I i
\ - �'i �';� ' I
'���� �� � «v7 -��'��_� `I4o•4- 1�eYoh�-:, `� i
����5!v).! -__._ � �--,���, -('�-:-'�l�»�s=}�=' �� . ,
MA�?� Nov� � ,� � � M ^^f ��'�• �'�i 'Cr'S��.'
j o���.,( C�v�•� `IyLy � �a-i.s �� �r_. - — �i W;-•� ��-�
I , \ Y�`_S\ \Y�� i . . . \� v �f3Q.¢- i \ � . .� i
� �_ �--- � �; G f�l A) � �',,�
,.,� � � �� --' � `� � .� x 939.z•. 0 �� �V��`'.0
� ��� ��-`- 1��`/`'� �4���P*���.�T �� / X f .� _ 6 � � , i.ae.�se � 9', -
�.� v'� '��- ��Y�Z�t. .\ ' j �.1 /H43� ��3� �94•1-4 � ��R� �i . J� X 93i o � 50� " _ �� � �'j
�'��y-'F�r�M'�i'f-��' i�3F�ri�`� ` 1.'� ' :, � � �, � v
', � , � , � l� � \�_ L l l�����'�� � i
� � ��� / �/ X�413 "9 53.7 C� r 1
` � X / / C��,1, �.1� � ;
� tiyS.'1 I L
SP��p� '} . I '
�� � , �� . % �/ `�'� ` � � ''
,� / ��/ � ,_ ; �' ���<'o�� � `,�
� � j , ,� S. ��4<���`�. �°�o�o ' 'a
�' � _ - 1 \ " i/ �',�� ISoo �,v� 'fA�`r � a-i0005� � ; �
� �`� ; � -- , � I�f,w,e�. j
$.�� d-, r r .. � �" ;r° -+ J
}•+ - >__ _. _j qc,.,.� �;i
:'+�:ae , v r / xqW3,4 \'/ �94o.n � i
� ��, � ,�. :�_ �S q,, a;
;
.�,�� ��"�tt?RON� , ; :��;' v�o,b. �'� s� , W
��4�
����- ao ; � .. ,i� 4o tJ� —r- �-1— ���Pos�� � Sn-
-i; � � w�ti� ,��j��_ ,=� �y�.� �`��R�J�� !l�'Aw��s�- � wF�S�-�}�'
�� � �i ( 'aSO��
a F'-y-oRosE�-,> /
I�1�TB ' ��� � ���� �, TA���-S �.-�aSo�.,1 � �i
r-;:,. -��-
��- °
� � t'lDitRECTi� I�r _ � %•
w (fA�R�CT&R E I �' '
1 �
Thcsc colr �ioa. AII /'
,�in '�i!� �iM�ePtic u �/ ,L�
� `IL� w i�tlp�ificuliy n . ;,_
� � � �_.1�
K ALL.T 1 �.' � / \ , �
�'_%���'' � �� /
!
� h� �
: ,� ���'�'�. '. �0�' 6� �c.v ; PR�ERTY OF:L'�YC�������J: Y�,�'��DN
�;� ��M`,�✓}`� i,.�;Y- ` - B Percolotion Tesis Scale: 1`��
" �.lo o ( '�A 19--1'�`�' �4 n
�'� ySoil Borinqs
���, — �J3`� . 7 A`,�,-' -��. �Benc?: Mork �0 �0 }��J, . �"��-a. L�O.
o�'� �(C�-�r� .
Note= This system is to be construcled to meet
ihe NGnnesoia Po��ution Contrd Agenq S-P TEST/NC'i /N�
Chapter 7080 & Local Ordinance G `� � ,
Oevqred 8y: �---L- - • �r.. :. __-
Note : Check all underground utilities Do:e L/3/�J, �l-i.6t2-497-3566
( I
G: ' MOU1�D. SLOPT WIDTH &LENGTH Landslope > 1% slope
(land lope grea�ter than 1%)
over
1. Downslo e absorpt�on width= absorption width (F) R(����r� � �� ` ;��x
minus rock yer width (D2) "'�'t f 4 � �'�i!� ' 6�T° `°°
-��.�., �, ;�.bF` bw �'tRs� .71s.nal.3Cn � ,{��y xJj P
/-� .t� r .�LS.,��!'�i�1.
.��:'• / ft- J v ft= �.�ft Pandon�`t'�h . ..,.. . ..,q.r...�...`
< R�S L� �...�'�
� Vpsbpe WldthpG2d) Rock W dlh(D2) �O"'^s ��(�
2. Calculat mound size -j�'�'- " "
UPSLOPE :
a. Depth of clean sand fill at upslope edge of . ,,,W,�,�W„N.5,,,,«,
rock layer = 3 ft minus the distance to restricting layer (C1)
3ft- � . � ft = !•�- ft
b. Mound eight at the upslope edge of rock D'34. SLOPE MULTIPLIER TABLE
layer = dep of clean sand for separation (G2a) �a UPSLOPE DOWNSLOPE
Slo multiplias for various multi liers for various
at upslope dge plus depth of rock layer (1 ft) �+�` a�ov����ag aPo�n��
plus depth f cover (1 ft) 3:1 9:] 5:] 6:] 7:] 8:1 3:1 4:1 5:1 6:1 7:1
�•2 ft 1 ft+ 1 ft = 3•Z ft o s.o 4.o s.o 6.0 �.o s.o s.o a.o s.o e.o �.o
C. Upslope erm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6S4 7.41 3.09 4.17 5.26 638 7.53
3 � (see figure D-34) 2 2•83 3.70 4.54 536 6.14 6.90 3.19 4.35 5S6 6.82 8.14
d. Upslope width = berm multiplier (G2c) times 3 ��s ss� a.�s s.os s.r, b.+s a.�o 4.s4 s.ae �.�z 8.86
upslope m nd height (G2b): a z.ea s.4s a.i� 4.sa s.� 6.06 �.ai sa6 e.zs �.e9 9.�z
3• � X ��Z tt � �_ tt 5 2.61 3.33 l.00 4.62 5.19 5.71 3.53 5.00 6.67 8S7 10.77
1 1 6 2.54 3.23 3.85 4.41 9.93 5.41 3.66 5.26 7.14 9.38 12.07
DOWNSL PE 7 248 .� 3.70 4.23 4.70 5.13 3.80 � 7.69 10.34 13.73
e. Drop in levation = rock layer width (D2) times 8 z.az 3.03 s.s� a.os 4.99 9.ae 3.95 s.ee sas u.sa �s.9�
percent lan slope (C5) l' 1�0 9 2.36 2.94 3.45 3.90 9.30 4.65 4.11 6.25 9.09 13.04 18.92
�� it X % T ��� _ �ft 10 2.31 2.86 3.33 3.75 4.32 4.44 4.29 6.67 ]0.00 15.00 23.33
f. DOWTlS10 e mound height= depth of clean u 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 ]7.65 30.43
sand for sl pe difference (G2e) at downslope � Z•21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 1250 21.43 43.75
rock edge lus the mound height at the
upslope ed e of rock layer (G2b)
:�� ft �_ft = 3 - �ft
g. Downsl pe berm �nultiplier based on percent land slop ,
:,•� (see figure D-34) n�
h. Downsl�pe width = downslope multiplier UPs,op��idth(G fd)
(G2g) time downslo�e mound height(G2� ��)
:'J � X `� � ! ft � °'�� ft `m Ups�Width(G2d) Width(�D2) p Ups;4�e f�dth(G2d)
i. Select greater ojf G1,and G2h as the � � f` `"'gw�°3'�' -�`
downslop width: �.a a. ft f Downslope Width(G2i) �.Z ft
AbaorpHon Wideh(F)�_
j. Total m und widt is the sum of upslope ��r ��
width (G2 ) width p us rock layer width aa
(D2) plus ownslopel width (G2i) '
,;� �,�i u� `� / e
�v ft �_�t+ �� ft = �_ft °� ( ��� ��
� .. � '�,� �,� y �
k. Total und leng�th is the sum of upslope width (G2d) „�:� r '��:�> `� `
. `5 , E
plus rock yer length (D3) plus upslope width (G2d) �'� ���' �} ��-' �':,� �
��ft +�ft + 1_s� ft = I c�'� feet
�� � �� + a� '3 � Final Dimensions:
ya X 11� R�� `
I hereby ce tify that I have completed this work in accordance with applicable ordinances, rules and laws.
� G�,.. l.�.:.-.
(signature) ��I y (license#) I 1 -d(�-D O (date)
i
, ;
! PI7�ESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. lect numlyer of perforated laterals 3. O arter inch erforations, aced�3' 12�
:� 9'of,rock . .
2. lect perforation spacing= 3. c� ft �
Perf Sizing 3/16"-1/4"
3. ince perforations should not be placed closer than 1 foot to Perf Spacing l.s'-s�
e edge of the rock layer(see diagram),subtract 2 feet from
e rock layer length. E-4: Maximum anowable number of 1/4-inch perforafions
i �,� per lateral to guarantee<l OX d(scharge vcdation
j ye: ng -2 f t =�_f t
' p6tI0IdlfOfl
apacing
4. etermine the number of spaces between perforations. feet 1 inch 1.25 inch 1.5 inch 2.0 inch
�ivide the length(3)by perforation spacing(2)and round
�w to nearest whole number. 2,5 8 la 18 28
Perfor�tion spacing= � ft+ 3.o ft= �� spaces 3.0 8 13 �17� 26
5. umber of,perforaHons is equal to one plus the number of 3.3 7 12 16 25
erforation spaces(4). Check figure E-4 to assure the number of 4.0 1 11 15 23
erforations�per lateral guarantees <10%discharge variation. 5.0 6 10 14 22
� a�d spaces+ 1 = a�perforations/lateral E-6: Perforatton Discharge in gpm
6. �A. Total number of perforaiions = perforations per lateral(5) perforation diometer
Ihmes rnamber of laterals (1) head inches
(feet) 3/16 7/32 1/4
�perfs/lat x ?� lat=�2,perforations
1 Aa 0.42 .5 OJ4
B. alculate the square footage per perforation. 2,0b 0.59 0.80 1.04
Should be 6-10 sqft/perf.Does not apply to at grades.
Rock bed area = rock width (ft)x rock length(ft) 5.0 0.94 1.26 1.65
/D lEt x�_ft= �� 1 sqft a Use t.0 foot for single-family homes.
! Square foot per perforation=Rock bed area+number of perfs (6) b Use 2.0 feet fa on na, ei5e.
; 4�� ► sqft+ �7 perfs=�_sqft/perf Mq1�IFp�D �OCA7ED AT [Np pi pp[g$�tE pSTRIBl.710N MTEM
�
7. �etermine required flow rate by multiplying the total number of
�erforatior� (6A) by flow per perforation(see figure E-6) �13 a,`��,�a, �
i
..�.�
� 56 7 perfs x • �L gpm/perfs=�gpm
8. laterals are connected to header pipe as shown on upper ��,,,�;
xample, ta select minimum required lateral diameter;enter M.,�`" ''�'��
'gure E-4�rith perforation spacing(2) and number of perforations ��`"" � �
er lateral �5) Select minimum diameter for
urour a n�roiu•co nrc un�.0 ron
erforated lateral= inches. Mcssw�e o�sr�rourror�M rwrw
,�{�[MM�RO RtlTK M[
9. �f perforated lateral system is attached to manifold pipe neaz �`�,,,y,�,,,, g� �,„��
e center,lower diagram,perforated lateral length(3) and � �'�""`� M"'�
r�0.e
umber of perforations per lateral (5)will be approximately one R..�;,���b„�.,
�half of that in step 8. Using these values,select minunum '°• �- _
diameter for perfo t d 1 =��ir�e�ie,�° ;g�;.�, ��M a
� •-��•�:s�.�:
�; „�
�f �� �.,•-,a::a•,w, ` �"� �rre"K,�•K
�•;7 t.i'I`, iti ..�! /Mi�R• T
'iN; � ��M d
I her by cerrify that I have completed this work in accordance with applicable ordinances, rules and laws.
� �, � L� .. �
(signature) 39 y (license#) I a- d -U O (date
i
� � � PUMP SELECTION PROCEDURE
I�i1 A- j...`. �-1-0��b�- -�,..+w��+ka-
1. D termine pump capacity:
A. G avity di�tribution �
1. inimum required discharge is 10 gpm
2. aximum suggested discharge ' 45 For other
e tablishmer►ts at least 10%greater than the water supply rate,
b t no faster than the rate at which effluent will flow out of the
tribution device.
B. Pr ssure distribution
Se pressure distribution work sheet
�
From A or B Selected pump capacity: ��gpm
2. De ermine pump head requirements:
A. Ele tion difference between pump and point of discharge? pU�"'`� sa1-�ec�#�ent�ystem
feet �� &- -porn#�fdischarge.
°; , oy '13,�
B.Spe 1 head requirement?(See Figure at right-Special Head Requirements) totol pipe
le
feet inlet . � �•elevation
C. Cal ate Friction loss p�pe difference
1. S lect pipe diameter a. in -••••••-•--•••- ••
-------------------------- ---- �5 3 y-o
2. E ter Figure L�-9 with gpm (lA or B)and pipe diameter(Cl).
R ad friction loss in feet per 100 feet from Figure E-9 Special Head Requirements
F 'ction Loss = 3 'a 4S ft/100ft of pipe Gravity Distribution 0 h
3. termine tatal pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
' charge point. Estimate by adding 25 percent to pipe length for
tting loss. Total pipe length times 1.25 =equivalent pipe length E-9: F�iction loss in Plastic Pipe
7� feet x 1.25 = a 14� feet
Per 100 feet
4. C lculate total friction loss by multiplying friction loss (C2) nominal
in t/100 ft by the equivalent pipe length(C3) and divide by 100. pipe diameter
- 3,a� ft/100ft x a► 4� _+100= � ft flow rate 1.5" 2" 3"
pm
D. To 1 head required is the sum of elevation difference(A),special � 2.47 0.73 0.11
he d requirements (B),and total friction loss (C4) 25 3.73 1.11 0.16
ft+ - ft+ 7 ft= � � 30 5.23 1.55 0.23
To 1 head: �'c� feet 35 6.96 2.ob o.30
40 8.91 2.64 0.39
3. Pu p selection 45 11.07 �� 0.48
50 13.46 3.99 0.58
55 4.76 0.70
A p p must be selected to deliver at least y�g�m M 60 5.60 0.82
(lA r B)with at least��feet of total head (2D) �5 6.48 0.95
7.44 1.09
�:f �a�
�� �;
� � `'w`�
�
I here y certify that I have completed Nhis work in accordance with applicable ordinances, rules and laws.
(signature) (license#) (date)
�
' � ' PUMP SELECTION PROCEDURE
�U�: -� 1-1 ov �-- �,am���
1. etermin pump capacity:
A. ravity d'stribution
1. inimum required discharge is 10 gpm .,M�)�-t Noti.1��--�.5���m�n , M�Ax .
2. 'Maximum suggested discharge is 45 gpm. For other
�establishments at least 10%greater than the water supply rate,
Ibut no faster than the rate at which effluent will flow out of the
distribudon device.
B. ressure distribution
ee pressure distribution work sheet
I
Frc�m A or B Selected pump capacity: ,��gpm
2. etermine pump head requirements:
A. levation difference between pump and point of discharge? so�treotment system
&point of discharge
feet cX��:•��� �y 3
B. `pecial head requirement?(See Figure at right-Special Head Requirements) totol pipe
le
�_feet inlet � ��elevation
C.�Calculate Friction loss pi� difference
- -- -
1. Select pipe diameter a in ••-----•- ••
-------------------------- -----�s�
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter (Cl).
Read fri�ction loss in feet per 100 feet from Figure E-9 Special Head Requirements
Friction Loss= 3. ft/100ft of pipe Gravity Distribution 0 ft
3. Deterrr�ine total pipe length hom pump discharge to soil treatment Pressure Distribution 5 ft
discha�ge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25=equivalent pipe length E-9: Frictlon Loss in Plastic Pipe
(Q v feet x 1.25 =��feet
� 4.Calculate total friction loss by multiplying friction loss (C2) Per 100 fset
� nominal
in ft/100 ft by the equivalent pipe length(C3) and divide by 100. pipe diameter
' - 3 ."� ft/100ft x 7� +100= 3 ft flow rate 1.5^ 2" 3"
- pm
. Total head required is the sum of elevation difference (A),special � 2.47 0.73 0.11
head requirements (B),and total friction loss (C4) 25 3.73 1.11 0.16
/(, � ft+�^ft+ 3 ft= 30 523 1.55 0.23
35 6.96 2.06 0.30
Total head: J � feet ao a.9� 2.ba o.s9
3. Pump selection 45 l l.o� s.2s o.a8
50 13.46 "399 � 0.58
55 4.76 0.70
A pump must be selected to deliver at least�gpm bp 5.60 0.82
(lA or B)with at least�_feet of total head (2D) �,5 6.48 0.95
���. 70 7.44 1.09
;� � /5�" �'�c'�-�'-+ r.' �
�S:J.� �t'`'0�� � E�� ' w�
f' � ��.
I hereby certify that 1 have completed this work in accordance with applicable ordinances, rules and laws.
��--�--��� �i%L-.. ------ (signature) 3`� L1 (license#) 1 �.- a.- D[� (date}
i �
�
� ' � 'p ,
�� 1�ESTING� ��C, Steven B. Schirmers • MPCA Cert.No. 627
� 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX• (612) 497-5011
� . State License#394
LOGS OF SOIL BORINGS
�
s
Patrick & Kirsten Burton
2601 Rainey Rd.
� Orono, Henn. Co., MN
�
� Borings Completed on 10-30-00, with a hand bucket auger.
�
�
�
� BORIN�NUMBER 1A- E{ev.939.2 - MOTTLED SOIL AT 26" - no standing water
present in boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 26" Brown clay loam 10YR 5/4
; 26" - 38" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
BORING NUMBER 2A- Etev.939.7 - MOTTLED SOIL AT 22" - no standing water
presen# in the boring.
0 - 10" Topsoil da�lc brown loam 10YR 3/2
10" - 22" Brown clay loam 10YR 5/6
22" - 48" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
BORING NUMBER 3Ar Elev.941.4- MOTTLED SOIL AT 24" - no standing water
present in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Gray brown loam 10YR 412
14" - 24" Brown-clay loam 10YR 5/4
24" , 40" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
I 40" • 44" Rusty iolive brown clay loam 10YR 6/3 - mottles 7/1,6/8
44" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
� �! '
2 �'�' :
�' �
.,°,
��' � �
f
, • , •�
�
I '
f
r
'
�
,
i
�
�Soil borings cont'd.
f
I
BORING NUMBER 4A- Elev.941.5 - MOTTLED SOIL AT 22" - no standing water
present in the boring.
I0 - 10" Topsoil dark brovm loam 10YR 312
10" - 22" Dark gray loam 10YR 5/2
22" - 38" Rusty brown ciay loam 10YR 5/6 - mottles 7/1,6/8
38" - 48" Rusty olive brown clay foam 10YR 6/3 - motties 7/1,618
BORING NUMBER 5A- Elev.941.2 - MOTTLED SOIL AT 22" - no standing water
present in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 22" Brown c{ay loam 10YR 5/4
22" - 28" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6l8
28" - 48" Rusty brovm loam 10YR 5/6 - mottles 7/1,6/8
BORIN NUMBER 6A- Elev.942.8 - MOTTLED SOIL AT 34" - no standing water
present in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Gray brown loam 10YR 5/2 � �
14" - 34" Brown ctay ioam 10YR 5/3
34" - 44" Rusty brotim ciay loam 10YR 5/3 - motties 6/8
44" - 48" Rusty brawn clay loam 10Yr 5/4 - mottles 618
,� �, ,ti.. .::� ���,y
'� a' :
r�: - M; r�.
- �f,;; � ��
��
�� ` ,;. , � y.
\'`ep�T�
I
I
I
� �
1 I
, . � , . '
CER CATION N0.627
STA LICENSE N0.394
i
; PERCOLATION TEST DATA SI�EET
�
Percola�ion test readings made by S-P Testiag,Inc.on 10-31-(10 starting at�1:52am.
�
�
Test holle locatio urton,2601 Rainevr Rd.,Orono.
I
Test hc�le number.�A, Date test hole was prepared ia30-00.
I
Depth�f hole bottOm 1�inches. Diameter of hole�inches.
DE TH,INCH�S SOIL TEXTURE
0 - 12" Topsoil dark brown loam
i
�-
[
Meth of scratching sidewall is 1�� Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water Iling 10- 10:30am. Depth of initial water filling is 1�i��above the hole bottom.
Meth used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon.
Ma�ci um water depth above hole bottom during test is C inches.
Measuremerrt, Drop in water level, Percolation rate, ;
Time Time interval min inches inches � minutes r inch � Remarks �
11:42 refill 6
�
11:52 12:07 6 4-1/8 3_6 15 min
12:14 12:29 6 3-7/8 3.9 ± 15 min
12:30 12:45 6 3-314 4 15 min �
�
� t,,,.� , . ,,,�., ,
Y 'jL�C+.,.� j� �R� d P�I ,��
Perc lation rate s�,$zninutes per inch. � � �� ,�: ,
���� �
�ri
,���;.�r � : � �
� � �
I
i
. ; . .
CER CATIOl�N0.627
STA LICENS�N0.394
PERCOLATION TEST DATA SHEET
Percol tion test readings made by�Testing,Inc.on 1Q31_00 starting at 11:53am.
Test h le locatio�;Burton,2601 Rainey Rd.�.Orono.
Test h le number�?,A„ Date test hole was prepared 1a30-00.
Depth f hole bottom 1�,inches. Diameter of hole�inches.
DE TH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
h o" - 12" Brown ciay Ioam
,
} �
—T
Metho of scratching sidewall is�tif�. Depth of gravel in bottom of hole is�inches. Date and hour of initial
water lling la3 , 10:30am. Depth of initial water filling is 1?lgs�e.g above the hole bottom.
Metho used to maintain at least 12 inches of water depth in hole for at least 4 honrs is antomatic si,phon.
Maxi water dCpth above hole bottom during test is�inches.
. Measuremerrt, Drop in water levei, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:42 refill 6
11:53 12:08 6 3-9/16 4.2 15 min
i
12:13 12:28 6 3-7/16 4.4 15 min
12:31 12:46 6 3-3/8 4.4 15 min
<�" '.-j ._.� �`"�«.
.�; �j
/::� � ,{�� � � ��
Percol ion rate=�.�ninutes per inch. � ,� �;, ' �� �
�'� �'�w
i
. . � , . �
CERT CATION N0.627 '
STA LICENSE N0.394
� PERCOLATION TEST DATA SHEET
�
I
�
Percola�ion test readings made by S-P Testing,Inc. on�¢�L-QQ starting at 11:54am.
i
Test h�e location�urton,.,'�601 Raine,y.�t,d_,Orona
Test h e number 3�, Date test hole was prepared 10-30-00.
Depth f hole botto�n 1�inches. Diameter of hole�inches.
DEP H,INCHES . SOIL TEXTURE
0 - 10" Topsoil dark brown loam
0" - 12" Gray brown loam
i
�
Methoc�of scratching sidewall is knife• Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
I
water ling 1a30►00, 10:30am. Depth of initial water filling is 12 inches above the hole bottom.
Metho used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maxim water depth above hole bottom during test is¢inches.
Measurement, Drop in water tevel, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:42 refill 6
11:54 12:09 6 2-7/16 6.2 15 min
12:12 12:27 6 2-3/8 6.3 15 min
12:32 12:47 6 2-3/8 6.3 15 min
Percola�'on rate=¢„�minutes per inch.
� �� �a� •.(�
�
.
, �
CERTIFICATION 0.627
STATE LICEIv'SE I�0.394 .
I
�' PERCOLATION TEST DATA SHEET
�
;
Percolation test r ings made by$-P Testin�Inc.on 10-31-00 starting at 11:SSam. �
r .
Test hole locatio�Burton,Z�Ol Rainey Rd.,Orono.
Test hole numbe�� Date test hole was pre�red 10-30-00•
Depth of hole b ttom 1Z.inahes. Diameter of hole¢inches.
DEPTH,IN HES SOIL TEXTURE
0 - 10' Topsoil dark brown loam
10" - 1 " I Gray brown loam
Method of ratching sidewall is 1�piL�. Depth of gravel in bottom of hole is inches• Date and hour of initial
water filli g 10-3 10:30am. Depth of initial water filling is]�g�h�above the hole bottom.
Method u�ed to maintain at least 12 inches of water depth in ho�e for at least 4 hours is automatic siphon.
�
i
Maxim water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water level, Peroolation rate, .
Time Time interval min inches inches minutes r inch Remarks
11:42 refill 6
( 11:55 12:10 6 3-5/8 4.1 15 min
12:11 12:26 6 3-7/16 4.4 15 min
12:33 12:48 6 3-5/16 4.5 15 min
i
n'.r'.'.�:.'T , 5
AT� � $ 4�
s^S-l.d,'A,�r�w � p4:j +Ft �` .."+nr .. �"..� tR
Per lation rate�4,��ninutes per inch. r �:-� .����
�r� ` .�,,
�
PERFORATED IOAMY SnNo cnP -.
LAYER OF GEOTEXTIIE
��:�.__ LATERALS FABRIC . PERFORATEO 4A7ER61L,
.F.'� :'+i.. ..... � � ,� •
�- ,M»- •••.. . � GRA55 COvER 6 INCHES _
______._______ SANDY LOAM SOIL ,� ,% �-; ' _., ,,,�• ���'�"�'+.a,,�������, CLEAN SANO FIIL J TOPSOII -
'.___._'�-------- `�� � � � .✓'!� " • �
''-'------- f •�/�'•I C;i y MAXIMUM SIpPE—�- _
�• 3T01 .. •. .
y�, .
IAYER OF GEOTEXTILE �� % si' . �'
FABRIC OR 4 INCHES OF ."'si;�:�" r. .r, � _ TOPso►� �✓a ��2�/R INCHES �_
, MAWEO OR A SLO
�{pY covea�o gY - • i � ;'� � � SURFACE
_ BUILDING PAPER ���.' ,. .�`�j � � � ' Uesott. • -
+ � !/' �� �� , � ./ � CROSS SECTION A-A�
PiPE/�ROM PUMP �`:;��;._�.
. ;;y - / �
�-' ..� . • '� � �� �
� i�, /�.�, : �.' �� PU PI G C�HAMBER
3/�—2/. . =' ,��� :' ��"" J •
CL�AN F�OCK .r'� •' . /•� i� � OIVERSION FOR -- -
•:' ,: ,�� �• � � J� SURFACE WATER � W ' �
6� TOPSOIL����'' / ' �' � �� a � + _
� I ,.;� %' .r • ,ff �r , s .
� f / � !
e�•.;�y. � � j J� J.��...;�� �'r...l
.. •.�.��::��.. � �I � 1 ,�a� . I , : ' I t '
�.�'- � ,� z ' � �� 3 �/.� PtERTORAT50 ; ; � ( .
� � � r9'• {: � � .���/( . E� , ; �
••,�� � Z,M,. ./. �'�• � � , �I .,
•\. •� (��� � •}�: �� • �����,����N � ' j � ; I 1
�7
EA pE ..•..f -�;•:•_� ' z,� :•►'.r.�+% • � �
saNp N • . _..� 3 ti��„..a�,;. . � � o � _ .
Flll ,SQp ` �,��� 1�:'3,'�xj•r..��;�q 8E� AREA� � i » Z .
BRpkFNAYFR ,;� `�`'�;...�,�,:;.. : �-- �ti � � :_
.� �. :�, , ; ;
�: T �P A qT":, �:`:_M:,�-`' —� � ; � ; v� � � � • A
s_ i Q UF� �..:%�''.r � A . ' � � W � I m .
�`'`5 Y`:=�,� �FR �� F Z —
�_� AYR . - - � � Z ; � ; � � .
, � I
r�, t: INCH�P�� � INCH
� LAYOUT OF PERFORATEO PIPE LATERAlS FOR _. � � � � ( •
PRESSURE O�STRIBUTION IN MOUND
, �iKE L' 0 FEET,�.._... t
PERfORATED PIASTIC PIPE ' _. � �"�pX' D KE .
( � � • TOTAI WIOTH .
,`
,.` PERFORATIONS SPACED 36� ' p�lON ���G � ' . .�.
- E� ON CENTER. P�RFO�RATION �RjOR
512E MAY BE /��. /u: �M iI PIAN VIEW
,,:_�IEW Ott �/i. l6 . �
2�MANIFOLO � ENp PERFORI►TION OF A PERFORATEO LATERAI^..__ _�
� PIPE "
` Grmf Cwar
'" PERFORATIONS ON BOTTOM OF �
PLASTIC PIPE T.o..M
-�;_�� �;
:�- :-��, 40, �z�-�r ' .,.,a:•,...:, • •�.•:.�r,;.� '�
�; a�=M� � �,�y v N Gt�N�lll�Fabrk tw faur•� -
a ! L�enMl f�M Wt�I ..•iK1�NYw N M��urw cwhrN
, ,� _"(ALTENNATE LOCATION ' `.ai� �pq,.rl
,�.-� OF PIPE FROM PUMP! � �lion Willed Herltontoly
� • • �IMe 0 Wa Top •
�
. ENp CAP Q�r / ��i W�n ` .: ': -M lwsl 12'to Eap.
ERAL o. F�Id itock..y , .r rt«k wr..
. �.
O I.A '`_ ' � -v.►�wo�lon:'L�w�.a e�
� E '- eol�aw�1 La��ra
- �i� � pERF�R p r PUNwwG c►�+nMBErt • M:' a.�s�a t pr•r
� �fN�rN . .onor�.�sou n.o.n�s�►ui.a
/ B�/o��Pleelne SnM ew�
. F-R
;;
� REOWOOD, CEDqF� OR
WATER TIGHT 6 IOCKABLE EIECTRiC BOX—� TREATED f�OST (4 x 4 min) '
�I PIUGS OR EIECTRIC CONNECTIONS-- �ALI ELECTRIC CONNECTIONS MADE
f 2' PVC CONDUIT SCHEDULE 80 _(._ INSIOE BOX
MANHOLE COVER CNAINEO 9� LOCKEO 6�SP-� SETTLEMEN�ER CORD FOR
SEALED MANHOLE RINGS .FINAL GRAOE
�' � � AT IEAST 12� '
��� BEIOW GRAOE
� WIRE FROM POWER SUPPLY
� t
� PIPE IS LAID ON A UNIFORM SLOPE FROM
� • /}� . FOR PROPER NORAINBACK��TREATMENT 1�REA
4 SEALEO TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVA710N FOR DRAINBACK,
f P�WI�H ANCHORCHAIN� A �/4 INCH WEEP HOLE MUST OE USEO
� ALARM RLOAT ON SEPARATE — WEEP HOIE
� EIECT�iICAL CIRCUIT
j NOTES EIECTRICAL WIRE FROM POWER SUPPLY
, S�R�T �V�9_— L _ MUST NOT RUN OVER ANY TANKS BUT
� T: ' MUST 8E LAID BESIDE 0TI1ER TANKS
g"� J `� AND NUST BE PLACED IN CONDUIT
; ALONG POST _
i SHUT-0�'�.,EV�I�Q_ _ _ EIECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
f CONOUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FlOAr CONTACT.
' ��� :
; .,:
, Figure F-8
i
I .
METAL
' COVER
i
� �.. _.�, -`�- ��: � y'� .-k
I �� - .
; ; �� I, �' --� ;. �.v:,. Y
� i .�_,. r: � -�
� �
. � , ,
1 . , .
; i { �
� � ,.•_:,..;,: t
; j�`•��- _– -- i
. I CONCRETE t'
MANHO�E "''�
!, RING �
� METHODS OF SECURiNG MANHOLE COVER TO PREVENT
i UNAUTHORIZED ENTRY
i
i Figurc C-I4
_. ! u„J���y���vy�1
1 1'�F Y•.. � (;." dt f�� '. � .
;3 �I
� ��
t y;+!��, rt�y �
. ,. �. s� 7'�4a
r�«.� �'�u�+r '++;,,r�;;R�� �
(
I �
. I
<< --- :� a.'
`- ` VERTICAL SIDE�V'ALL SEPTIC T�1K -��
/—FINISHED GRADE
r. .
•AT LEAST � 6"TO 12" SOIL AT LEAST
4" DIA. COVER 4" DIA.�
�M AT LEAST I" ' �� � AT LEAST I"
tr11(�1
„ �.. ••,�•�... •.:��
�.... � �'
; -- '• � ^ �
_` �l A DIME�NSI NS FOR _TANKS WITH VERTICAL SID 5 A
WI TH. W 24' MINIMUM _.
LENGTH• l 2 TO 3 TIMES TNE W107H
8 �OIANIETER 60� MINIMUM �,
� 1 DEPTH. 0 30' MINIMUM: 78�MAXIMUM C �
—� A 0.2 0
� - •A7 LEAST 8 "" 6 rn�iN►MtiMj_o.2 o MAXIMUM _ g• _
3� � o.a o
.. .----. . ._AT I.EAST 4 FEET--� - -�
NGIfS: �
1, SN1qN1Y1[@lA1LfA5(�NlCIiESWDM+.�EIEfl �. ►wn�Eoc�vfrop►"unF�oC��EDwitne+�t�nG�cs.
7. ��KnF�+w�ucar�on�.o��EUN.�a.cs.xriF�sr rnrtuw+��cxeavnneiux.�arteoat�rtsurvnr.�
(114YJlK7�'1NNlOCA1fAW1111N{/CEICKLiNM 1�k00�'ttIMAItl4fE0UtD10MEvGN1ICCCE.i s
W��s • �, ur�uv�lr.�+Vata+CEoE`tw[ENf✓+ucfr+�Errr�N+u
7. µr�A'ECtiOnP+r'iO�niLEnll�w�.tik�3(n�+.f:tEt1 NEMESTPO►+tONOKREBrvlllfEqOt.Esil�uwtwG43
Of1AUNa101E5lV�lllktlOC�1E0fT/U1001H11EraEi Of1HOMd�filNNli►K��ES.
NAOUttL•IOCV�CLS.IHECS111E11lNCCl11f:�1�1'CC11011 i, ►Ofl11d�2t7N1/yCritK)f1Gl.1/�NItCW�CNfKXiAIlo.t:0
r�respwlxTirt�n�rwtiirtuMirniwErYtMe ANDOu.F,112�dIC110.�50.
oH r►F aKN.,m a��N«iN�r�ccs.���wn r+�Kc i a+
� I'1'G WSi 11E lOC/�I ku flF t w[f.N 11 iF.f lE�Nrlt t�i I l[1
.
ON f LES. —
� PENCA.
� MAFtKS •.� �
� .,. , MANH• E y� t :'•`•� y �►
� �i �r; . :� .
� ;i
IM.ET ~ SCUM � OUTLET
�, ,I f'YrL.��.� �..EVE�. •�x� �I :� Y
S'. _" ____'_ � =� � C
_ SCUM CLEAR SPACE== � CL.EAN OVT TMJK Wt�N�
�-; — — ._ -.. ��—••� �— i -�' �;IS 3' OR LESS OR
}�' - -- '-' — Y 8 '8'�S 12'OR LESS
�� — � 1
� i,�,2ta�:. . , . . • . •��. .•'•. . :� •� BLACK COIAR
'' �'��,`� �',��'�� ' �� "�'' OISTINGUISHES SI.UDGE
Y' ��{�''A�.;F:�`:ti ',SLVOGE. i.,' • '� , �AY�R FROM I.IQU10
t, t � . .. •tttd •, y1i
• .,r•r :s. :�•�
MEASURE SCUM AND SLUOGE ACCUMULATIONS
(N THE SEPTIC TANK
,,, � �;
�:` ..
��.'.�� i`��, + y�} ��: ,
� �� r . ,
i
DATE TIME
CITY OF ORONO ALLED IN
INSPECTION NQ�ICEL�C � SCHEDULED ►a"�`�-0\ �'.'l�t�
PERMIT NO. �+' O r � COMPLETED Q'a'��� �'L�(�
ADDRESS ��r � � ��^���
OWNER � � r�L`� CONTR. �7 �'� �'�� °f" c.
TELEPHONE NO.
� DESCRIPTION � ��"� � L — Y`�'�'���- - �'d�'
l� 01 FOOTING 1 MECHANICAL RI 1 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
� OWNERICONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS:
� �- r�� � ��� r S�,
� - �, �� - v� �
0
� � �l �(�� C��� ���
0
�
W
�
Q
�
z
w
�
w
�
WORK SATISFACTORY:PROCEED �_ PROJECT COMPLETE
❑ RECT WORK R PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
OO C;CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ,- PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours�in advance 249-46�0
OwnerlCont tor on site: �`^'E e� �-��' "
Inspector. �a�'� -
White Copyllnspector's File Canary CopylSite Notice
fDATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED o�'°��'�' �:���
PERMITNO. �' `�SS connPLETED ��`'�-�'� �-���'
ADDRESS .�.{���1 ��-'•.�-�� ���� �
OWNER CONTR. �'^rz�� �'���
TELEPHONE NO.
.
� DESCRIPTION �.��t �1'� � �� ��,C�`. ` ��_'
ty� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE �SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL �15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS: ������ �ti�� � I C� �C � 7
W .� -� " 1�,+� r�r, 1 �
a
o � �� �-�� t `� � � �(�
� � � ��� � �
� � S<•^^� �-,? � �,�.
� -- , ,.� ,
w
� _ �. t��(� �, r_c� .S �IS� C�. ��4 h ����� �
Q
� — "� <,� �� S�- (>�
W
�
W
�
�
d WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE
W
� ❑ RRECT WORK 8�PROCEED i-: ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. L PHOTOTAKEN
INSPECTOR WILL RETURN ,
- CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adva e. 249-460�
OwnerlCon actoron site: 5`^�� ` ��
Inspector. ���
White Copyllnspecior's File Canary CopylSite Notice
I V
DATE TIME
ITY OF ORONO � CALLED IN
I SPECTION NOTIC� SCHEDULED �1-3o-0 1�30
,ERMITNO. P`�453 COMPLETEaD \1- O-o� 1:30
AIDDRESS c�6O �•n RC�
pWNER dv {�� CONTR. s`^'�l�
tELEPHONE NO.
� pESCRIPTION S�P�'�� ' ''�qn�
�
� D1 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q D2 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 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� '07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL �PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q ,OWNERICONTRACTOR TO MEET YOU:�CYES_NO
� �COMMENTS: P �0�`3 15�� IJ�11e PI``�*�'t�
� ; ._ N G Jt�
�
�
0
�..
�
o ,
� � �
� '� � `r�s Dz�a=.o r. �P •�5 ��,
Q ,
z! — se+ � �'�S o�L
W'
�
W
�
�;
d �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W
� ❑CORRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CQNDITION WITHIN HOURS. L, pHOTO TAKEN
INSPECTOR WILY�RETURN
❑STOP ORDER POSTEQ.CALL INSPECTOR �'CITATION ISSUED
❑ INSPECTION REQUIR�D.CALL TO ARRANGE ACCESS.
! Call for the next inspection 24 hours in advance. 249-46��
OwnerlContr�tor on site: 5`^���� U n(�
Inspector. �� __
' White Copyllnspector's File Canary CopylSite Notice
I
�/ DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT E �� �'7 SCHEDULED '�'�• • -�'� !'-3 c�
PERMIT NO. `�� ` � � COMPLETED �'�'�`U'"� j ��—
ADDRESS .��i t�`,ri�
OWNER CONTR. ��t I ��'`
TELEPHONE NO.
� DESCRIPTION � � � �L. – �r"`����
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DtMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL �/ 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU: ����5_NO
� COMMENTS: t �} ^ �e ,it �1�:... '1"�� �
� � c��... s�-':�G
� ( ��oC. 1 _
� \ G�;, �i'�1` S li� L.,%JC,
O � � . F �
� ��eS�'.
� 1-a���c.
w
� �—�----------j�.
Q --t��
� — ��<�,,.�.�:- �� �� 'G���. �1
Z -�.... .� '
� — C1�}'<jt�,C� � uvC!j _..;
W '
� — � c� �'p^�- :�.� P ��c � C� �
�
d ORK SATISFACTORY:PROCEED C
W PROJECT COMPLETE
� C� CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. i, pHOTO TAKEN
INSPECTOR WILL RETURN
r CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours i advance. 249-4600
OwnerlContr tor on site: �'"' �` `' �
Inspector. J �� � � ������'�`�-
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ���I �-r�-�`'' 1
PERMIT NO. ���'� S 3 COMPLETED �.'�� `�� y�•� ��
ADDRESS ��'Q� R��� c�
OWNER ��� fi� h CONTR. S� Ce� �vr �
TELEPHONE NO.
� DESCRIPTION �C�t�C�. F,!`�`+I ^ U� �St �Ui,`,��
lL 01 FOOTWG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DtMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:�YES_NO
Z
� COMMENTS:
� �
a � �a�'�� � ���-C� ��
o —' �v ��•� ��rK�
'- ' ��.S�r�e�1'
� _ \c�t'� �-.
0
�
w
�
Q
�
Z
W
�
W
�
�
d ❑WORK SATISFACTORY:PROCEED ��PROJECT COMPLETE ��SS1' �d'.`�_
W
� ❑CORRECT WORK&PROCEED �� ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. , pHOTOTAKEN
INSPECTOR WILL REfURN
� CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. 249-460�
OwnerlContractor on sit
Inspector.
ir��� � �.-�,n.,.,_
White Copyllnspector's File Canary CopylSite Notice
DATE TIME �
'CITY OF ORONO CALLED IN
!INSPECTION N TICE SCHEDULED
,PERMIT N0. �0 Jr.3 COMPLETED =!. -v"S "'�'���
ADDRESS �bbl :�-1 ,w
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION S{��.; L. �; ��
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/fILLING
Q 02 FRAMING 13 MECaHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 1NOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI �EPTIC FINAL 35 HARD COVER REMOVAL
v
10 PLUMBING FINAL `-'� 36 FOUNDATIOWREMOVAL
� ,OWNERICONTRACTOR TO MEET YOU:_YES O
� 'COMMENTS:
W
� s' Sic�� ��S�D�•rQ(.,�c �� bR,kN.c_�—
a - Q�r� �s �u� �� �dar`^ w�1�
�. �� �� ✓�r
o ��c) �
W
�
Q
�
W
�
W
�
�'
d
W ❑WORKSATISFACTORY:PROCEED ROJECTCOMPLETE
� ❑CORRECT WORK&PROCEED ❑I CERTIFICATE OF OCCUPANCY
W
OI ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. p 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. (952) 249-46�0
Owner/Co ctor on site:
Inspector.
White CopyAnspector's File Canary Copy/Site Notica