HomeMy WebLinkAbout2003-P06591 - septic PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: Po6s9i
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: �i2gi2oo3
SITE ADDRESS: 1045 Brown Rd S
Wayzata,MN 55391
P I D: 10-117-23-24-0002
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: PernutFee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: J.S. Stewart Companies OWNER: Steve Vandeveire
5606 94th Avenue N. 1045 Brown Rd S
Greenfield,MN 55357 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
��i.-��� L
�j APPLICANT PERMITEE S GNATURE ISSUED BY SIGNATURE
Copies: 1-File(Sienitures Required). 1-Anplicant 1-Monthlv Reports, 1-Assessin�, 1-Finance Page 1
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�G� 1
CITY OF ORONO SEP'TIC SYSTEM PERNII'T APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,1�In 55323 _
JOB SITE ADDRESS ;U�S �s2�.;� �
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 \ame: �.TZ ��'iL��--S Phone Number: (ol Z 22l Z`=�G3
Mailing Address: City: �,C, ►� Zip:
Contractor's Name: � -r C��mPA�v�� �- Phone Number: ")�"�-�So� ���'�
Mailing Address: g�,UCQ r�/"`' � /U City:�iv.�Fr��I Zip: ,i��S�
*** DO NOT NIAIL PAYMENT`ti'ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
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 w•ill be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desijn. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The 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 coverinj.
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 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 holding i�1PCA Installers 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: �_Precast Concrete Other Manufacturer�llEC�+S�
Tank Capacities: 1) ( �'j gal. 2) `" �j gal 3)�_gal
B. Pump Station (if required) ��'-�
Pump make&model (-'�z.� ' j (attach pump curve&
literature); system design requires �11 gpm at_ �� feet of head.
High water alarm make& model - _ ?►�iYi� A(����, 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 I� ' x ��'
Drop Boxes Sand bed dimensions�' x��'
Distribution Box Pressure Dist. Pipe Diam. ('�2 "
Manifold Pipe Diam. 2" "
D. Final Cover/Topsoil to be: � borrowed from site ��vc,�F,zcxv� t.{-ou�
(show location on site plan) E�cc�tv��t-�o,v �p�.x�
trucked in 'T� n�lo�,�:p S�?�
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 ordinances of the City and the regulations of the State
of Minnesota,and certifies th tements made on this application are complete,true and correct.
SignatureofApplicant � Date: 7- � •-O�
MPCA License Na ��
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval \/ � enial
Reviewer: ��:� � �L�—c,� Date: � ``��J C� �
Reason for Denial:
� .
Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MICA License#S10
11481 Riverview Rd. NE, Hanover, MN 55341
(763)498-8779 Fax(763)498-8290
September 29. 2002
L3etz Builders.
1045 k3rown Road S.
Orono.. Henn.Co.
This on-site Sewage Treatment System is designed for a Type 1, five bedroom home in accordance with the
Minnesota Pollution Control Agency Chapter 7080 and loca(ordinances.
The soils on this site are SCS soils mapped-EnB-Erin Loam.The seasonally saturated soils were loca[ed at 24"-36"
(mottled soil). Due to seasonally saturated soils,a pressurized Mound System will need to be installed to treal septic
ef�luent. T'he bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12"have a percolation rate averaging 13 MPI.
All neighboring wells are located geater than 100' away from proposed treatment area.
The existing well will need to be abandoned and a new well installed if the future site is needed.
The existing tank must be abandoned.
The existing building are going to be removed.
A lift pump will need to be installed in the lowest level.
A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and
switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device
must be installed with light and sound devices;this is in case of a pump failure.
"l�he manifold and supply line must have back drainage to the pumping chamber. The distribution pipes shall have
their ends capped. Be sure the rock and sand fill materials are dcan. The sod layer below the entire mounded area
must be turned over,just break up the sod and be sure not to over work.
KeeQ all heavy eauiument off of the proposed treatment areas before during and after constructiou. The area
around both sites must be fenced off by the contractor before any construction begins This DesiQn is oot
valid and the Sy�tem will need to be relocated if failure to nrotect the areas pro�tosed for On-Site Sewaee
Treatment cecurs.
Wi[h proper installation and maintcnance,this s��stem should have no problem in trea[ing septic ellluent eficctivel��.
NMhing other than gray water.(laundry�,showers. etc.) Human ���ater and toilet tissue should be disposed of into thc
septic tanks. Garbage disposals arc not recommended. Additi��es must not be used;they may cause harmful damagc
to your scptic systcm. It is rccommcnded that you pump the tank even�year tbr I tank cvery two ycars tbr Iwo tanks.
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Scale : p=$�
, (� Percolation Test
� Soil Boring
� Bench Mark
Check all undergro►md ut►li�es
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Property of:���� �' "K
�y� RowN Ro� �
c�taa-t_7_��EA.1M1�•-Gv-- — — —
—Datc[Q_/�o /o� PH(763)�398-g779
Rust}'Olson�s I and Ex:rcolation testing .
�[)csi�n��hy ��� -- --—
� � Mound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered, the rest will be calculated.
A. FLOW
Estimated 750 gpd(see figure A-i)
or measured x 1.5(safety factor)= 0 gpd
B. SEPTIC TANK LIQUID VOLUMES
Septic tank capacity 3000 gallons(see figure C-1)
ep c an apaci in a ons
Number of Minimum Capacity with Capacity with
Bedrooms Capacity Garb. Disp. Disp. and Lift
2 orless 750 1125 1500
3 or 4 1000 1500 2000
5 or 6 1500 2250 3000
7,8 or 9 2000 3000 4000
C. SOILS(Site evaluafion data)
1. Dept�to restricting layer 2 feet
2, Depth of percolation tests= 12 inches
3. Textu�e loam
4. Soil loading rate(see Figure D-33) 0.6 gpd/ft
Percola6on rate 13 MPI
5. °�Land Slope 1 %
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer: Item A x 0.83=
750 gpd x 0.83 ft2Jgpd= 622.5 ft
2. Determine rock layer width =0.83 ft/gpd x Linear Loadin Rate(LLR)(see LLR chart)
0.83 ft Igpd x 12 = 10.0 ft
' LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
622.5 ft2 1 10 feet= 62.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
622.5 X 1 ft= 622.5 ft3
2. Divide ft3 by 27 ft3lyd3 to get cubic yards
622.5 ft3 1 27 = 23.1 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons; �
23.1 yd3 X 1.4 tonlyd3 = 32.3 tons
F. ABSORPTION WIDTH
1. Absorption width equals absorption ratio(see Figure D-33)times rock layer width
2 x 10.0 ft = 20 0 ft
-- -- Page 1 of 6
G. MOUND SLOPE WIDTH & LENGTH (Greater than 1%)
1. Downslope absorption width =absorption width minus rock layer width
20 feet - 10 feet= 10 feet
2. Calculate mound size
UPSLOPE
a. Determine depth of clean sand at upsiope edge of rock layer= 3 feet minus distance to restricting layer(C1)
3 ft - 2 ft= 1 feet
b. Mound height at the upslope edge of rock layer=depth of clean sand for separation (G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot)
1 ft+ 1 ft+ 1 ft= 3 feet
c. Upslope berm multiplier based on land slope(see figure D-34)
Select berm multiplier of 3.85
d. Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.85 x 3 ft = 11.0 feet
DOWNSLOPE
e.Drop in elevation=rodc layer width(D2)times percent landslope(C5)I 100
10 ft x 1 % 1100= 0.1 feet
f. Downslope mound height=depth of dean sand for slope difference(G2e)
at downslope rodc edge plus the mound height at the upslope edge of rock layer(2b)
0.10 ft + 3 ft= 3.1 feet
g.DoHmslope berm multiplier based on percent land stope(see Figure D-34) 4•17
h. Downslope width=downslope multiplier(G2g)times downslope mound height(G2�
4.17 x 3.1 = 12.9 feet
i. Select greater of G1 and G2h as the downslope width 12.9 feet
j. Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width (G2i)
11.0 ft+ 10.0 ft+ 13.0 ft= 34.0 feet
k.Total mound length is the sum of upslope width (G2d)plus rock layer Iength(D3)
plus upslope width(G2d)
11.0 ft + 62.0 ft+ 11.0 ft= 84.0 feet
Final Dimensions (slope>1%) 34.0 ft x 84.0 ft
I hereby ceRify that I have completed this work in accordance with all applicable ordinances, rules and laws
�/% (signature) ���' (license#) _lU��_�U'� (date)
� P e2of6
' PRESSURE DISTRIBUTION SYSTEM
All boxed rectangles must be entered, the rest will be calculafed
1 Select number of perforated laterals: � � � ' "
-- - -_-�=
---�---- -o---,,.
2. Select perforation spacing = Oft � � � w I
� �_
�-...<<u ,,,,„, _���..
3. Since perforations should not be placed closer that 1 foot to �����'`��-��'�� 4'�
the edge of the rock layer(see diagram), subtract 2 feet from
the rock layer len th
62 -2 ft= 60 ft
4 Determine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2) and round down to nearest whole number.
Perforation spacing= 60 ft/ 3 ft= 20
5. Number of perforations is equal to one plus the number of perforation spaces(4).
'Check figure E-4 to assure the number of perforations per lateral guarantees
< 10%discharge variation.
20 spaces+ 1 = 21 perforations/lateral
E�Maximum Number of 1/4 inch perforations E-6 PerForation Dischar e in GPM
r lateral to uarantee<10%dischar e variation Head Perforations diameter
p���� (feet) (inches)
Spacing 3/16 7132 1/4
feet 1 inch 1.25 inch 1.5 inch 2.0 inch 18 0.42 0.56 0.74
2.5 8 14 18 28 2b 0.59 0.80 1.04
3.0 8 13 17 26 5 0.94 1.26 1.65
3.3 7 12 16 25 a. Use 1.0 toot tor single-family homes.
4.0 7 11 15 23 b.Use 2.0 feet for anything else
5.0 6 10 14 22
6. A.Tdal number of perforations=perforations per Iffieral(5)times number of faterals(1).
21 perfs/lat x 3 laterals= 63 perforations
B.Calculate the square footage per perforation.
Recorr►mended value is 6-10 sqft/perf. Dces not apply to at-grades.
1. Rock bed area=rock width(ft)x rock length(ft)
10 ft x 62 ft= 620 ftZ
2. Square foot per perforation=Rock Bed Area/number of perfs(6)
620.0 ft/ 63 perfs = 9.8 ftZ/perF
7. Determine required flow rate by muftiplying the total number
of perforations(6A)by flow per perforations(see figure E-6)
63 perfs x 0.74 gpm/perfs= 46.6 gpm ,
8. If laterals are connected to header pipe as shown ��
in Figure E-1,to select minimum required lateral ` .
diameter;enter figure E-4 with perforation spacing(2)and .. ._
number of perforations per lateral(5). �,a�..E-':"'a^"o"'�a�'°a'E"'o,9""""
Select minimum diameter for perforated laterals = 2.0 inches
9. If perforated lateral system is attached to manifold pipe ���e?,M,�;;„,;,,;e° . '
near the center, like Figure E-2, perforated lateral length (3) � , ;
and number of perforations per lateral(5)will be approximately � ;
I
one half of that in step 8. Using these values, select ��• `���_ . j
minimum diameter for perforated lateral= 1.25 inches. � '
� _T
I hereby certify that I have compieted this work in accordance with all applicable ordinances, rules and laws
_ /
� (siqnature) ��U (Gcense#) �L�L�UJ�(date)
-- _ - --
- - -
f'aqe 1 of 1
� � PUMP SELECTION PROCEDURE
All boxed rectangles must be entered, the rest will be calculated.
1. Determine pump capacity:
A. Gravity Distribution
1. Minimum required discharge is 10 gpm
2. Maximum suggested discharge is 45 gpm
For other establishments at least 10%greater than the water
supply rate, but no faster than the rate at which effluent will flow
out of the distribution device.
B. Pressure Distribution-see pressure design worksheet soi;treatment system
&point cf dlscharge
__...
Selected Pump Capacity: 47 gpm totoi�pe
lengtn I
__,:� 2A.eievation
inlet `` -- difierence�
2. Determine head requirements: pipe ;; €�
?- - - ;
A. Elevation difference between pump and point of discharge. ;F--.------ 5
�F
10 feet �---------------------------- ------
P�. .
g. Special head requirement?(See Figure-Special Head Requir�ments)
�feet Special Head Requirements
Gravity Distribution Oft
C. Friction loss Pressure Distribution 5ft
1. Select pipe diameter �in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read friction loss in feet per 100 feet from Figure E-9 E-9 Friction Loss in Plastic Pipe
Friction loss= 3.99 ff/100 ft of pipe per 100 ft
nominal
3. Determine total pipe length from pump discharge to soil system discharge point. Flow Rate pipe diameter
Estimate by adding 25 percent to pipe length for fitting loss. gpm 1.5" 2.0" 3"
Equivalent pipe length times 1.25=total pipe length 20 2.47 0.73 0.11
35 ft x 1.25= 43.75 feet 25 3.73 1.11 0.16
30 5.23 1.55 0.23
4.Calculate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.3
by the equivalent pipe length (C3)and divide by 100. 40 8.91 2.64 0.39
FL= 3.99 ft1100ft X 43.75 ft 1 100� 2.0 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.7
head requirements(B),and total fiction loss(C4). 60 5.6 0.82
10 ft + 5 ft + 2.0 ft 65 6.48 0.95
70 7.44 1.09
Total Head: 17.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 47 gpm(1A or B)
with at least 17.0 feet of total head(2D).
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
,-,
�� (signature) 810 (license#) /���L���'�' (date)
�
Page 1 of 1
Loqs of Soil Borinqs
License#810
Location or Project: 1045 Brown Road S
Borings made by: Rusty Olson's Soil and Perc testing 9/26/02
Classification System: AASHO ; USDS�USDS-SCS X ; Unified ; Other
Auger used (check two): Hand _X_, or Power_, Flight, Bucket or Probe_X_
Boring Number_1_Surface elevation_947.0_ Mottled Soil at_2.1_feet
0"-20" Dark brown loam 10yr4/2 H20 present at_X inches
20"-26" Brown loam 10yr4/3
26"-30" Rusty brown loam 10yr5/4
30"-36" Rusty brown clay loam 10yr5/4
Boring Number 2_Surface elevation_947.3_ Mottled Soil at 2.0_feet
0-12" Dark brown sandy loam 10yr4/2 H20 present at X inches
12"-24" Brown sandy loam 10yr4/4
24"-30" Rusty brovm sandy loam 10yr5/4
30"-36" Rusty brown loamy sand 10yr6/4
Boring Number_3_Surface Elevation_948.0_ Mottled Soil at_2.1_feet
0-12" Dark brown sandy loam 10yr4/2 H20 present at X
12"-26" Brown sandy loam 10yr4/4
26"-36" Rusty brown sandy loam to loamy sand 10yr5/4
Boring Number_4_ Surface elevation_947.8_ Mottled Soil at_2.5_feet
0-12" Dark brown sandy loam 10yr4/2 H20 present at_X
12"-18" Brown loam 10yr4/4
18"-30" Brown sandy loam 10yr4/4
30"-36" Rusty brown sandy loam 10yr5/4
Boring Number 5_Surface elevation_947.4_ Mottled Soil at_2.5_feet
0"-8" Dark brown sandy loam 10yr4/2 H20 present at_X_
8"-22" Brown loam 10yr4/4
22"-30" Brown loamy sand 10yr5/4
30"-36" Rusty brown loamy sand 10yr6/4
Boring Number_6_Surface elevation_948.2_ Mottled Soil at_3.0_feet
0-12" Dark brown sandy loam 10yr4/2 H20 present at_X_
12"-24" Brown sandy loam 10yr4/4
24"-30" Brown loamy sand 10yr5/4
30"-36" Brown medium sand 10yrf/4 �
36"-48" Rusty brown loamy sand 10yr6/3
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On 9/27/02
Location: 1045 Brown Road S.
Hole number: 1
Date hole was prepared: 9/26/02
Depth of hole bottom_12"_inches, Diameter of hole 6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr412
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/26/02 At 11:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:43 10:13 6" 1.7 17.6
10:20 10:50 6" 1.7 17.6
10:51 11:21 6" 1.7 17.6
AVERAGE PERC. 17.6
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On 9/27/02
Location: 1045 Brovm Road S.
Hole number: 2
Date hole was prepared: 9/26/02
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr4/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/26/02 At 11:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:44 10:14 6" 5.5 5.4
10:19 10:49 6" 5.5 5.4
10:52 11:22 6" 5.5 5.4
AVERAGE PERC. 5.4
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On 9/27/02
Location: 1045 Brown Road S.
Hole number: 3
Date hole was prepared: 9/26/02
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr4J2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/26/02 At 11:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:45 10:15 6" 1.5 20
10:18 10:48 6" 1.5 20
10:53 11:23 6" 1.5 20
AVERAGE PERC. 20
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On 9/27/02
Location: 1045 Brown Road S.
Hole number: 4
Date hole was prepared: 9/26/02
Depth of hole bottom_12"_inches, Diameter of hole 6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0_12�� Dark brown loam 10yr4/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date a�d hour of initial water filling 9/26/02 At 11:00 A.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:46 10:16 6" 2.9 10.3
10:17 10:47 6" 2.8 10.7
10:54 11:24 6" 2.7 11.1
AVERAGE PERC. 10.7
E-6
Part 2: Niound �y�terns
A sewage treatment mound is a seepage be�i ete.vated by clean sand Mounds must be
fill to provide an adequate separation distance between the rock layer earefully
in the mound and the barrier layer such as saturated soil conditions construeted
or bedrock. The mound must be carefully constructed to provide
adequate sewage treatment.
Mound failures have usually been traced t� improper construction
practices.
PERFORATED
LATERALS
,�;����`:"-`=..�.. .-_—---- - ._
�� —�— -,,.:'�.. .
SANDY LOAPA SOIL :� �','y• _'� "'' .��.'';': :
.. �• � �
r J,.
%�� ' .:� •�/�• J
�AYER OF GEOTEXTILE ,w _ � " � -{ ,.� �i`��
FABRIC OR 4 INCHES OF ' ,,-,;�i,�,,,'� �� •!
HAY COVERED BY � l .• � ;�_,�' .,•'
BUILDING PAPER %!� . - � / x �'
,; , ,;,...
I �/ OR 2" ,,,,;'��-' ! `,� � /:
Z� %r. , il�' �:
PIPE FROM PUMP� `;�.-, ��, �i,j �', ,
;
�' �%, � /�� •'
_y�� i � `'' ,r �
: �
/� j' 1N/�.
3� "_ 21� • �� . ,�/ /.�� � _ � � .�
CL�AN F�OCK ......�.'" / ,, ,��,,,°/ " .. •/ �
, � �" /:.�. �; /� OIVERSION FOR
6" TOPSOtL� '�. � • .� SURFACE WATER
'. /� � `
.-�' / /� � � �
--c •`': .'I' �,C �';Y� /r� ' r.
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Figure E-6
F-8
REDWOOD,CEDAR OR
7'FtEATED POST(4 x 4 min)
WATER TIGHT 8c LOCKABLE ELECTRIC BOX
PLUGS OR ELECTRIC CONNECTIONS�� �'L EI'F'CTRIC CONNECtIONS MADE
INSIDE BOX
6"SPACE
2"PVC CONDUIT SCHEDULE 80 � LOOP OF POWER CORD FOR
CLEANING ACCESS COVER SE�Z.EIv�NT
CHAINED&LOCKED F[NAL GRADE
AT LEAST I
SEAI.ED CLEANING N[ON BELOW dRADE WI��OM POWER SUPPLY
ACCESS RINGS � pIPE IS LAID ON A UNIFORM SLOPE FROM
.;..'` .''.."•;: �• PUMP STATION UPTO SOIL TREATMENT AREA
FOR PROPER DRAINBACK
SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
PLASTiC ROPE OR CHAW UNION TO GEI'ELEVATION FOR DRAINBACK,
A 1/4 INCH WSEP HOLE MUST BE USED
W ITH ANCHOR
ALARM FLOAT ON SEPARATE WEEP I-IOLE
ELE(,'tRICAL CIRCUIT
�' N�S�ME UL�ST NOT RUNIO R AN YTANKS BUT Y
S���` �,, � MUST BE LAm BESmE OTF�R TANKS
' � AND MUST BE PLACID IN CONDUIT
SHUT- FF L V L ALONG POST
PUMP CONTROL FLOAT ELECTRICAL CORDS FROM PUMP AND
�Q� FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
• ` ' ` CONTACT.
Fi¢ure F-8
�MARt�6
�,f �� E h' , .,;;: �r 1►
�
;s
M�IET p�LET
Y � �fw��p1lTt,ET IEVEI. �� '� '� ~.
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. - - _ ��� Q 'e'is i2'oa �Ess
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�� Y. '.���:��,.}; �• IAYf�R FRONI
� F . . . .,
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.t :1'
MEASURE SCUM AND SLUOGE ACCUMULATIONS
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DATE TIME
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CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT N0._pOloS�I,/ COMPL ED � 6--0
ADDRESS ���y'^ i�� �
OWNER �y CONTR.
TELEPHONE N0.
� DESCRIPTION �lC N k •'� ��.�\�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMWG 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 O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 PTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU/ YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
�CITATION ISSUED
❑INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-460�
OwnerlContr tor on site:
Inspector. ���� i L
White Copyllnspector's File Canary CopylSite Notice
I V �'"T'� v
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N,S�TICE SCHEDULED ��� ��,'_'�`'� �
PERMIT NO. /"0659/ COMPLEfED ��!_� �:1
ADDRESS f��� ��/"Z��t✓/`7 ��" .
OWNER CONTR. .1 S7`��i,cr?�
TELEPHONE NO.
� DESCRIPTION JC�A r�� �`�� ���
t� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
O 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
� 07 DEMO-FINAL 1 b EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEEf YOU�YES_NO
� COMMENTS: - � 'S I q-y-e�-�\ � e��z� q�. Cc l'
� �a ^ Sa ��\ �a1Ssc� s O
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� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector. ����
White Copyllnspector's Ffle Canary CopylSite Notice
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �-�N-�'s �1'u
PERMIT NO. 6`� �� COMPLETED '�'�-`�"� "�'�c!v
ADDRESS �Q�S� (U""r` Rt� S .
OWNER CONTR. �s S1't�,� �
TELEPHONE NO.
� DESCRIPTION �`^� �' ra�,� —�p
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE �PTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOFi TO MEET YOU:_YES�NO
� COMMENTS:
�
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� O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector. �''"t� e'��1
White Copyllnspector's File Canary CopylSite Notice