HomeMy WebLinkAbout1994-006143 - replace septic system r PNERMIT
CITY OF ORONO PERMIT TYPE: 7
2750 Kelley Parkway • P.O. Box 815 Permit Number: 'EWES i WATER,
Orono, Minnesota 55356-0815 006143
(612) 473-7357 Date Issued: t:}r06/94
SITE ADDRESS:
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DESCRIPTION: REPO
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REMARKS:
FEE SUMMARY:
Base Fee $51. . 0
sur C ha}=ge ------•- E;(}
!�lt. ee - =tit} .'_-,tit-}
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CONTRACTOR: - App I i c a.}-tt• - OWNER:
f._ f?f'tt 1
592 1 DAGUE AVE SE .1.8,t;} Tt 1RNHAM RD
DELANO MN 55328 ORONO MN S5359
71
__DER`w I GiI EI) HE E 'Y F �t6JE' T'• ERI iC►N TD tM E THE El I I�II�u MENTS. ,
SPECIFIED AND. AQI EES T Duk I IN;`aTRI T .Gi Ml t:'I W1TH �. :' CITY 13F
00 .,(RD:INANCE, !-DING C.C.1DE.:RVIqq ZZ
eAP4PLIC4ANT/PER�MITEEIGNATURE ISSUED BY:SIGNATURE
APPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
General Instructions :
1. You may appy 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.
JOB SITE ADDRESS: J EZ2
Occupancy Type: Residential_X Commercial Other
Owner' s Name :- A�, �, /2 y, � Phone:
Mailing Address: oCity: Zip:
Septic Contractor' s Name- ��,�� , l JAL . Bus. Phone:
Mailing Address : /�� ,, �; S/� City: Zip:
over -
,EPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
New Construction, Full System $100 . 00 . . . . . . . . . . . . .
Repair or Replace Existing System $50 . 00. . . . . . . . . . . . .
0 . 50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYZZNT WITH THIS APPLICATION
40TE: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate 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) gal . 2 ) /,�r?) gal. 3 ) )r2fD gal.
B. Pump Station (if required)
Pump make & model Jai, D (attach pump curve &
literature) ; system design requires 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
Drop Boxes Sand bed dimensions
Distribution Box Pressure Dist. Pipe Diam.L Y_�
"ZIX If
Manif old 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.
Signature of Applicant: Date:
:SPCA Certification No. :
'Qv
Q CITY OF ORONO
T ` SEPTIC SYSTEM APPROVAL
l y,
' CITY of ORONO
Municipal Offices
Post Office Box 66
Crystal Bay,Minnesota 55323.0066
LOCATION: 380 Turnham Rd.
OWNER: Doug Merz PW,"' 73"5-``/0,57
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Koch ' s Soil Testing REPORT DATE: October 5, 1993
The City of Orono has Approved your on-site system design as of November 3, 199 3
(approved-disapproved) (date)
with the following continents: The pump tank location from the site plan may need
to be altered in order to achieve back drainage to the septic tanks .
The drain tile proposed will not be required as it will have little
effect in the clay soils. A variance for slopes greater than 6% is granted
10% is proposed) .
THIS IS NOT A PERMIT. 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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORONO
By
Stephen ec nan, On-site Systems Manager
TELEPI ZONE-473-7357• FAX-473-0510
Koch's Soil Testing
` P.O. Box 81
t ` Loretto, MN 55357
Tel: (612)479-2637
rou,g Ferz 10/5/93
380 Turnham Ad .
Orono , Yinn.
Job Site; Above Address
rhe present drainfield was = leaching out on the surface at the
end of the trenches. Therefore another site was tested to determine
what type of drainfield could be installed and still meet the local
codes.
The average percolation rate in the area that was tested was 50. 7 min/in.
And the depth to mottled soil was at 14-30 inches.
* rotttled soil is consider the high seasonal water table that exist
during the wet seasons and the minnmum depth to motlled soil in the
City of Orono must be 54 inches or deepeer before a standard drainfield
can be installed. ( City Codes ) .
Therefore the only type of system that can be installed in th&s lot "
Is a pressurized mound system.
The size of--mound needed for a 4 bedroom home based. on ,600_.gal/day daily
water useage and a perc. rate of 50. 7 min/in the sizing factors -would
be 71 ft. long on the upslope, 103 ft. olong on the downslope and
58 ft. wide. The size - of the rock layer would need tb be 10 ft. wide
by 55 ft. long ( 550 sq.ft. ) Or 29 tons of rock is required. ,
This mound rust be pressurized therefore a pump tank ( 1000 gallon)
and a pump ( 4.0 g.p.m.-159 gal/cycle- 4 cyles/day) must be installed.
An alarm system ( both a sound and a light alarm) must be installed
In the house to indicate pump failure.
* Dote ; This pump must be able to overcome at least 11 .7 ft. of head
pressure.
Two 1000 gallon are alreadis in place these tanks should ve inspected
to make sure they meet the current codes, if . they do not meet the code
then two new 1000 gallon tanks must be installed.
Only clean wash sand should be used in this mound therefore this
sand should be inspected by the local inspector to make sute it meets
the code. ,
"
Note; The land slolle were the system will be located on is 11 %
therefore„ .local variance will have to be" granted as the .City Codes
only a15ow° a maximum, slope of .6% for •.placement .of -mound ,system.
However ,this is th0pnly avialable area to locate a system on.
Due to t e jlo a" a d the presence of water" in the soil borings I
suggest a' ai interceptor drain be installed on the top side
of the mound to prevent water from flowing under and thru to mound.
which might cause the mound to fail in the wet seasons.
Site Evaluator
Robert Koch
'Robert A.' -Koch
MPCA Certified
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APPRC
APPROv - C 10I14S AS tiU7 ED
NOl API-- I ECT & RESUBMIT
=h�SE comrner u
—,nation. All work shall be don*.
full compimn ., rr apply .abt6' ,llitlfng & zoning or,
:R th i ;''7JL9,.
• ' . A Dewey Mot (tate (bleed on fable Niroteeot" Nulls, 1'tu•t 't!01t I �
• •: Type house bit 0
kPdi
Septic Tutk YoiumA oo 0'7
• J
•0 =lost Cloaraterlstiosl
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• 1 UDopth to seasonal sole or saturatiolt level
I=
�, �• fbltled soil level c>190- 36 !honed
•i I . •2 Average percolation hate c�O, 7 t�dtt/ihoh
beefgsi rags 60- /ZU
i T. •• , 3 .soil sit:ihd.laotor
!. h Leuid Slops
' ' + b hook Tyrer k Treatment Area) Ultnension
tale/day x U.U3 eq It / `sl 846 Its
' of treatment eras + tux 5 5 G e4o lEs♦
2 �G It. wide 1t It. long .
• 3 hook Volume neododl '
s S 5olrealmont area x
1't• depth ut took »
L/ au. lde. X 1 .11 o? toff
•4
X Uverall 01me1+elons bf fbw+dl
It. wide
i ..•ems i���--' d f'+ 1.t• ,
!took vidth /C) ..... Ito
' ' � �cu.�,�,,�.� ti m ICJ 1'�, •
' - 7 tte♦ long 'hook 161101 «
'
37v!al 1 aWn area `• A -�
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e e +3 19 lows. d .O
aw
e 77 ••1 �i L O
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MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW E11maw4 Sewap Flows ie C Ilk"pw day
Estimated oc) gpd 4 (s•,al
or measured x 1.5 = gpd. a I Type I Z pe u Type m 7*
B. SEPTIC TANK LIQUID VOL S �} 3 � 3W iu
VOL
a boo ns 294 .,..,
�- /006 gallons 6 700 as0
6 900 525332 332 +�•�
7 1030 600 370 to
.a....
C. SOILS (refer to site evaluation) E I:00 673 403
1. Depth to restricting layer = 2f-1-0-j2; inches sq-y-carwAlm•PA-
N�vav d Mu...wiN t•td 0ie.a.y.•.
2 Depth of percolation tests = /�-o inches ...,�. �
3. Percolation rate 50. 7 mpi =3 a *
4. Land slope //,o % ,';', n ,
H
D. ROCK LAYER DIM�'SIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 = _ Z
gpd x 0.83 sq. ft./gpd = 500 sq. ft. * 109 C) - 5 J
2. Select width of rock layer (10 feet or less) __ n _ft.
3. Length of rock layer = area+ width = Reck Bed
U sq. ft. + to ft. = S ft. %
,....\ �............., . \ \..,....,..... �Q
. .% %•r•:%•:%•!%•r•/•r•r•�•r•r•/ .%.
\/�/•!•!•!•r /•r•/ I•!•I•/•r•/•!•
♦.\.\.•..\.\.\.�•\�:i•�•\•\•\• kith S1 ft.
I•r•I•r•r•J /•/•/ !• I•/ /•I•ItI
E. ROCK VOLUME f--- length --+
1. Multiply rock area by rock depth to get cubic feet of rock; 5S
530 sq. ft. x , ) ft. = 55f cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
55+x' cu. ft. +27- 0-q cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
c�cu. yd. x 1.4 ton/cu. yd. _-M tons. f 01
F. ADSORPTION WIDTH 6C, -/ ZL Absorption Witch Sizing Table
Fereolacion R Galbm Karroo
1. Percolation rate in top 12 inches of soil is, mpi ;�.tlnuteaP SoilUAIIAra 1P.,d y1. Atwosyr-
McA(MPl) square tow b Rock 1�
%r ft
2 Select allowable soil loading rate from table; Fant®than 0.1• coarse Sam -. _.
Zy0.1 to 3 Sand 1.70 1.00
gpd/f t2 0.1 to 3•• Fine Sand•• 0.60 t00
6 to 13 Sandy Loom 0.79 I.32
16 to 30 Lore 0.60 100
31 to-93 Silt Loam 0.30 i40
3. Calculate adsorption width ratio by dividing rock layer 46 to 60 a � mss_. 2.67
loading r9te of 1.20 gpd/ft2 by allowable soil loading rate, s crftn -
1.20 gpd/f6+0,zy gpd1fe
• :Soil too eoane for installation of a
standard system:
See 7030.0170 Sulbp W.3.ps3e 36.
4. Multiply adsorption yvidth ratio by rock layer width to get •• ,Satlhavins sosottttotsarfMesand
plus Very Ing san&
required ads? tion width; Sail too heavy for installation of a
`n standard system.
.Oo x /o ft ft see 7090.0210 Subp S.A.pop 33.
,J'V�ji
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
Sv ft- /a ft = i°C) feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer. Separation :3 ft-? _ /G feet
b. Add depth of clean sand for separation(2a) �� t foot Cover
CP
at upslope edge, depth of rock layer(1 foot) a' i root , ea
to depth of cover(1 foot) to find the Separation feet _''a `` :,
mound height at the upslope edge of rock UPI Width slooe Oltference � c
/.6 ft + 1ft + 1ft- 3,0 feet feet Rock Bed Width
c. Enter table with landslope and u slo a dike ratio. _0-feet oownsiove width
Select dike multiplier of • 7 6&a-feet
d. Multiply dike multiplier by upslope mound_4e.ight
to find upslope dike width:,7e x�_=3, '
feet
e. Multiply rock layer width by landslopto determine drop
in elevation; Slope Difference
/_x // % + 100 =/// feet
f. Add depth of clean sand for slope difference (2e) at
downslope edge, to the mound height at the upslope edge
of rock layer (2b) to find the downslope height,
A/ ft+ 3.4y ft = 'Yl feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of ?- /-Y
h. Multiply dike multiplier by downslope mound height(20
to get downslope dike width:'?,/ / x -,5V =aj feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
feet 7
J•
Total mound width is the sum of
upslope dike (G.2e) width plus rock
layer width (D.2) plusy...::.,
• '�~�y � Roar beo wlotn
downslope dike width(G.20; a uo9looe wlatn
ft+1�ft + '� C�ft = feet fQ°c fee
.... .:
k. Total mound length is the sum of ' ':.z
<r.a:o:.v.gig;:;;.,;:, x.. .F>s:... a•
'•'^.oa.'tDownslooe WIQCn:,
upslope dike width (G.2e) plus rock layer feet s ''
length(D.3)�ft
upslope dike width (G-2e);
ft+ + ft= �_feet � �{��•���
Al
Total L@Ntm
uownmope Ps oPe /d 3
61 rt 3a1 4:1 . 3e1 111 71 0t
0 ',3A 40 3.0 6.0 , 7.0 3.0 4.0 to 6.0 ZO U
1 3.0 417 326 US 7d1 291 3.69 6.76 146 L54 " ?At
2 3.19 639 336 U2 e.14 to 3.70 6.56 336 6.16 6.90
3 330 4S4 5.61 732 116 173 357 639 Los L79 da
4 3.41 476 am 7.0 9.72 261 149 4.17 4.16 1" 6.06
s 333 11.03 6.67 637 tan to 333 &W as s.» 11.71
6 3A6 3.76 7.0 9.31 120! 334 3.33 3.09 44t l93 3AI
7 330 356 7.W 10.74 Un IY 113 3.70 433 4.70 3.13
1 3." 5.69 1.10 1134 13.91 142 3.03 337 6.01 449 4A
4.11 6Sf 9.09 U.01 t1.92 236 1% 149 190 4.10 411
to 429 4SL IOA ISM 23M !31 3.33 173 4.12 4M
T
4,V ! 11.11 17.011 30.4 378 3 D W 193 426
`� 6A9 7,N t250 21.4 41.73 221 , 1l2 10 x.40 8A1
ENO PERFORATION OF A KRFOWTEO L
PRESSURE DISTRIBUTION SYSTEM
am"CSVW
1. Select number of perforated laterals K *•M•y MAMW�y
' Y`.•Lorca w tiaewlee Fawn tar lav
• Loamy Sets torts :rrw lgar w May ar ire.C~d
2. Select perforation spacing= feet. �^,+.►t
rararellae Onllae Hwuaerally
• eua Cao Nae, Ae
3. Since perforations should not be placed closer than I ft. to �•' "s l " ft= o 1.cee.
e n .km,. .f Me.L.Pw
the edge of the rock layer(see diagram),subtract 2 ft. from :.►t..al.,,.t,.aw at
the rock layer length.
;'. Clem Sew Loner laeanr d waw
� orlefeel s.0 H.ear swmw
�la��ph-2ft. = 3 feet. �• �Layer
TABLE OF PERFORATION DISCHARGES IN cPtit
4. Determine the number of spaces between perforations. Had Perforation diameter(inches)
Divide the length above by perfc:;:.'---:pacing and round
down to nearest whole number.
l
1.0a > a-%
0.69 0.90
Length perf. spacing --�3 ft.+ ft. _ 7 spaces ss JO
o 1.04
(3) (2) 3.0 0.98 I.M
5. Number of perforations is equal to one plus the number of a 1.13 1.47
perforation spaces .
5.0 1.26 I 1.63
IUse 1.0 foot of head for residential systems
bU
4 spaces + i perforations/lateral ._
se i0 feet of head for other establishes r
=
AIrY.e��1..IrI�So ." rirV.I Y
6. Multiply perforations per lateral by number of laterals to �,.,,,.,�
get total number of perforations. Zs 1 la ch 1 1i h 2.0zs
.z=:� 13 26
X = SY perforations. 4.0 11 is 233
3.0 10 14 22
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
0,7y,
/V jn. rrwo6o Lnurm v w
ar oo saiwi estw.u� s�srrr
—
PX atn/P•rf
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
per lateral. Select minimum diameter for \�
perforated lateral = inches. .,,.
9. If rerforated lateral system is attached to manifold pipe near '�`•'"'''
the center,lower diagram,perforated lateral length Pand
number of perforations per lateral will be approximately one �'' •r4
half of that in step 8. Using these values, select minimum "" �,,,,.•�\
diameter for perforated lateral inches. �,,.''
Determine pump CapadtT:
• I. Minimum suggested b 600 gallons per hour(10 gpm)to may ahead of '
water use ate.
i 2. Maximum suggested for delivery to a drop box of a home system is 2,700
gallons per hour(49 gpm)to prevent build-up of presstne In drop box.
3. Use value from design of pressure distribution;ystem. ,�ji� - �•
SRUCI'BD PVMP CAPACITY gpet
B.Determine hand requt mats: R
1. Elevation difference between and point of discharge. Y
pfest !ltrattes Oltt
2. If pumping to a pressure dlsu*ution sy:<mt,add live feet for presstu>:
required at manifold
s.Z=feet � !3116
3. Friction loss 1.5 Wit LO Inch 3
a. Enter friction lose table with gpm and pipe diameter. spat MrwlimpW Wa.to
Readkjqdon loss In feet per 100 feet hour page F-18. � 10 0.69 0.20•
F.L• R./100 R of pipe is 0.46 0.21
b. Determine total pipe length from pump to v •14 1.2t 0.3f
int. Add 25 16 1.63 0.40.
po percent to pipe length for fitting 0 1.243 0.60
loss,or use a fitting loan chart Equivalent•plps
I length•133 times pipe length• / 23 3.13 1.11
c� x 1.33.• a•5 feet 3330
333 7.0 2.06
C. Calculate total friction Toss by multiplying 11.07
friction loss in R/1 0 R by equivalent pipe length.
= Total friction Ives• _�z x a--;Ca.�+100•_=Leet 53 6.16
4. Total head required is the sum of elevation diffe mnM 60 3.60
jspecial head requirements,and total friction loss. '
I
+=+ /• 7
u) w (-
TOTAL HBAD �_feet
i .
C. Pump selection
1. A pump must be selected to deliver at least:20--0- gpm (Step•A)with at least D-7
L1 7 feet of total head(Step B). trn M ItoNlas Kaes NO aaah
� t,rre a eesrocr
D. Total Pumpout Volume h n to
1. To maximize pump life select sump size for 4 to S pump opeadons per day. 1 a 3W iw
it
�gpd+4. / G ro dose s *0 . sre .aI
Ig-
I Calculate drainback � � 6 too" i e 33.
1. Determine total pipe length, S;feet. • Igoe ers as
2. Determine liquid volume of pipe,17,1 gallons per Y length b3' 100 feet. (see page 1~18)
3. MultiP I h volume: Dminback quantity• -19
a
feet x 1*2'l gallons/1100 ft•,�galloro d-WAK atbro
I •Suggested drainback quantity is 10 pereeat of pumped quantity. A larger drainback '
pereentags will deereasa rwetp Radom efAdemy slightly but pumping"MV Claes at 1.25 �.
usually a relatively small part of the total househoid energy aosb. 1.5 1 C
3. Total pump out volume equals dose volume+dainbarlc 2 - 1 i
�G gallons per'dose+ _gallons / Total Gallons 2.5 24
3 3E
4 6(
1 _i 1.t1 ►� !;� ::.w tlh 1 to •+,� a,4 th so, ,_
/Y1h' � (.vim GJ
• LAYER OF GEOTE)CTILE LOAMY SAND CAP
FABRIC PERFORATED LATERAL
GRASS COVER
6 INCHES
CLEAN SAND FILL TOPSOIL
. S
MAXIMUM SLOPE--+- `'''� "•
N TO 1
TOPSOIL3 CLEAf� ROCK 4 '••'��.
PLOWED 0 �4 TO 2 /2 INCHES
•
SUBSOIL.
DISKED SUR ACE . SLOPE
CROSS SECTION -
A A
PIPE FROM
: F PUMPING CHAMBER
F •PERFORATED j
• LATERALS 1
I I ,
1 3 BED AREA
20 20
INCHESI ± g $ NCH
DIKE O fEET_ _DIkE
MAX.
TOTAL 'WID
1`
PLAN VIEW -
ti
•
• • • LAYOUT OF PERFORATED PIPE LATERALS FOR
• PRESSURE DISTRIBUTION IN MOUND
PERFORATED PLASTIC PIPE .
v
00
• _ PERFORATIONS SPACED 30' OR 36' rt0N Spy
END ON TER. PERFORATION `N PFO
VIEW SI 3
Y BE 440 1/40 _ I s o
• MANIFOLD -
• PIPE
PERFORATIONS ON BOTTOM OF - -
PLASTIC PIPE _
_ �'—• _=3 (A&TERIOM LOCATION
OF PIPE FROM PUMP)
ENO CAP ' 404 - . - . a` _ A
PU IN
.. _ ,� _ %- �►• • � Imo"
WATER TIGHT & LOCKABLE ELECTRIC BOX REDWOOD, CEDAR OR
TREATED POST (4 x 4 min)
PLUGS OR ELECTRIC' CONNECTIONS ELECTRIC CONNECTIONS MADE
ADE
2""`PVC-,:CONDUIT SCHEDULE 80 • � BOX _
MAN>-IOLE .COVER CHAINED & LOCKED 6"SPACE LOOP OF POWER CORD FOR sc-AL vilmes
p '
SETTLEMENT A-r- eox SE ►L�D` MANHOLE RINGS �A!-
Af FINAL GRAD _ w�ru .P :;Y
' E
• • . AT LEAST 12p •.
y r
=i
BELOW GRADE •'
UNION 7 = _
- WIRE FROM POWER SUPPLY
-►
- PIPE IS LAID ON A UNIFORM SLOPE FROM
- PUMP STATION UP TO SOIL TREATMENT AREA
FOR PROPER ORAINBACK
SEALED TANK COVER —IF PIPE AT TANK MUST•BE LOWER THAN _
PLASTIC ROPE 'OR CHAIN UNION TO GET ELEVATION FOR DRAINBACK,
WITH ANCHOR - A 1/4 INCH WEEP HOLE MUST BE USED
ALARM FLOAT ON SEPARATE _ WEEP HOLE
ELECTR I CAL CIRCUIT
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
ST .-�— . . •
_ITAMLB L9—_ _ MUST NOT RUN OVER ANY TANKS BUT
~ 3a� MUST BE ID BESIDE OTHER TANKS
AND MUST
.. f �Q _ �, BE PLACED IN CONDUIT
• _ ALONG POST
SS H UT—QEF-I LEVEL. v-- ELECTRICALS CORDS
FROM PUMP AND
f a?yo • i' • _ - FLOATS MUST BE RUN- THROUGH
. PUMP CONTROL. FLOAT .. _ - CONDUIT. WIRES CANNOT HAVE GROUND
r :r =h - = •� ,rte CONTACT.
+I a r.Z• r q '� '! •r r♦ ! '� T ~ 'L M O _ _- i• '.` - .�, Q ....� a .� -
.-I�•_LS�", i•. •rir�.i
.fir ei .� .0 a.. ?.•a•.^ .� aj L1v.if�.,,,.
-Al
-A
.. '� � i - � �� ' � .. ? r � � �' � •Ai 9 iT w. � �. -.' r ~'•i H � " - - _ r•�i• 4..+' �_ y�'�� ��•,
.: •, z r J — .a 7• /_'; .- -.t � •�. t �• `� `�..~1'farCh 4'!''�S$ ' - sr
uj
- '�
U u, v�
o �
s L
1'F
V � O
C5 z � (
4 � � Z
Lkou.► *A' BLit. ItVlitl��iu `
' cation oC tto)eet -� H%g
' � • t.o
Doring• wade
� r --
C1e111ttc1tlon Srltea; AAS119 ; UShA-Sr.S 1 Unllild __,,l other
Auer used (check tua)t Ilona IV—t o: Love[ I flight � of butwot
• .Depth$ sottnit nuA4fIn
_ hnptit� botlh► ntth�hlto� _ J
In Surtice elevation Solace blifitlott
- toot
feet
.40,01
C<_hL y /100,
it
6a«
i
• 10 10
• t t
End of botlalt •t feet. End at 40ting at Itltt
StandtS rater tt►blt►1 StlndtnR trete[ tAb11t
I
' tseelnt taat at •depth, present At _ Not of depths
• hours aftet bating. I haute Atte[ botlntt•
Not p eoet►tT itt'bo'tlilt hole' Pat pteleht 1n batlnit hole
• Itottled aoilt Nettled 10111
Observed at Q-7 11 Pet of depth. nteetved At 0 Kot-ebe depth,
Not 'present In Voting hots Not ptestnt th $"Ont. hills
' ' I •• •
Location oC tto)tct ; xdV,,eN 16/-
1 ,� 3 3
1otln`• wade by 6L�� ��i'�
y �cleeelttc•tion system. JUSIIp USDA-SCS Y, _{ Unlflld __•,,,I other
llultat used (check two)t Ilona f�,� or Power I flight or tUtklt D4 1
other
• Noting nuwblr n�htl�. botlh' aukbit
.
Depth.
In In
Sutt�ce ellvstlon __ feet S�tface 111�1tibtl
. feet 0/30
o n
i W
II 6
i
• 1 t ,
t
tnd of botlnt elf feet. tna of toting at _ tilt
standlis voter tablet SReindlnit atter letllt
tcasent at haat staepth. ' tte int tat flet tit dart
• '"' house atter boclnn. / hoot• 1�ftor hotintt•
.
.,r
Not present sn botlnR hula Itot ptletht in toting Hole _ •
• flottled eollt "attltA eolll
Observed at << tlat of depth. Mettvtd at itet,0h,4t11th•
llot 'preeent In toting hole Uot ptternt In tat Int. 110 t
PERCOLATION TEST DATA'SIIEET
rercobtlao sell t11adinjs mode br laws
Teat hate locatIfole number----Z—.Do hole was prtpasw
Depth of hole both �Z Inches.biameter of ho Inches
Sail dell Goetz tell hole:
Depth,inches Soil texlute
hkthod of ecrakhins sldewal
mpth of travel In bottom of ho Z Inches
Date and hour of initial water fillin- .Depth of initial water fi111nS ghee above hvk bottom
ptcthod used to maintain at least I I Inches of water depth in hole for M leas)4
.Maximum water depth above bole bow during feel �Q
Time Powell"
Tin* Interval. Measurement. Drop In water 111111. ReMMRa
minutes ,Inches level.Inches tahtmes per
Inst
l
anor
h
Percolation tale0 Invites per Inch. '�..
of
PERCOLATION TEST DATA-SIIEET
pertolatlott tell readings made by.-(R, eo'c' es_?1 �`�l yetettlry IL—— '?
Test hole location - G �N 'vim( •lick number. ,,..,_ DOM Molt was prtpwtd Z�ff
• r Tom.
tkplh of hole baton Z Inches•blameter oft Inches
Soil data(roar ksi hole: '
Depth.inchesSall tc�ttnre
`
Method of kralchins sidewalt-
lepth o(sravel M bottom of hot -Z' inches
g ,13/93.yo�, Z .
vats and hour of Initial water 11 tins_•Depth of 11111121 water 111145 ria abo
Method ttu3 to t*uiatda N kart 12 Inches of water depth In hole for al kul 1
.Maximum water depth above hole Bogan dutME fest MrI•�t
Tina Ptttcola11o11
TWO Interval$ Measurtmerd. prop M whet tate. Remelts
minutes .Inches level.Inches adne t per
Inch
ZO 5
OG,a
to
f
y,' SY' JSP' # .+.Yom"•`; .15. F :=x lq�j°1 -
s
.... fes• r.. r .-.
Inuits per tech.
percolatlon rote 0`0
Y
• ��" !"� �� 'tri"<�•��'F� '1 �� ' Y�^�' '
PERCOLATION TEST DATA SHIFT
percoietlon tell ftedlg$made by rcfa
Test hole loot .11011 number _,,,,_
.DaN hole was peparo< cy /3 3
Depth of hok bottoms 1 Z Inches.Dinneter of ho aches
Soli dell IMM lest hole:
Depth.laches Soil lecture
• y
•
Mcthod of kratchins sldewal '
Depth of bevel In bottom hit 3 y3 Inches
fate and twx of Initial water ffililns y�'n Depth of Inhl1!water 11111ras Z I--�
s above hole bolo '
Method used to maintain at least 12 Inches of water depth in hole form kart it
.Maahnum water depth above hole botlom during lostIp
Time PiercoiNloA .
Time Interval. Measurement. Atop In water tate,
mlautes . Inches Remarks
level,Inches ptlmttet per
-2—D 2 iacb
t9 •
G /
3�lco 13/(G . •• l�a�
33 I
M
lip
wr.LL
terra(atl"rote w Inotes per 6ch.
}
T� :aM
CITY OF ORONO CALLED IN
INSPECTION NOTI E SCHEDULED
PERMIT NO. COMPLETED
ADDRESS ��'/� h ¢m
OWNER C0NTR.�/
TELEPHONE NO. y71— 1 51
N. DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 S 21 COMPLAINT
09 PLUMBING RI SEPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBIN N 23 SE
Q OWNER/Cr O MEET YOU: YES_NO
Z
cam„ COMMENTS: A 10
o;
o
W /
0C
Q
Z d
W
Uj
W/
fd WORK SATISFACTORY:PROCEED ElPROJECT COMPLETE
w
W ❑CORRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor ne:
Inspector.
White Copylins toes File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN !e"'fa
INSPECTION NOTICE 3 SCHEDULED L
PERMIT NO. LCOMPLETED
ADDRESS
OWNER CONTR. l'—i r=
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPT 21 COMPLAINT
= 09 PLUMBING RI <Z15 SEPTIC IN 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTI AL
Q OWNERICONTRACTOR TO MEET YOU: Y _N
l
vOi COMMENTS: l
j �► r
O
cc
O
LL
W
cc
Q
Z
W
W
Cr
O
W0;ARK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. L, PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor o i
Inspector.
White Copyllnspector's File Canary Copy0te Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT!PE3 SCHEDULED 019r\PERMIT NO. -, COMPLETE TIM
ADDRESS 7w "
OWNER CONTR. ! •
TELEPHONE NO.
DESCRIPTION
41 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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 SEPTIC MAINT. 21 COMPLAINT
j 07 DEMO-FINAL 15 SEP STALL. 22 FOLLOW-UP
i09 PLUMBING RI SEPTIC FI AL 35 HARD COVER REMOVAL
J 10 PLU&BING FINAL 36 FOUNDATION/REMOVAL
NE ONTRACTOR TO MEET YOU:_YES_NO
COMMENTS: —amr-', (�'Arnn
Q. 01�
cc
- R
j
a
cc
O
W
Q
Z
W
z
W
CC
O
O
W ❑WORKSATISFACTORY.PROCEED /PPROJECTCOMPLETE
cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractoro ' e:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice