HomeMy WebLinkAbout1996-008163 - new septic system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 °EWER WATER
Permit Number: 60:7J1b:::
Crystal Bay, Minnesota 55323 Date Issued: 07/ 18/96
(612)473-7357
SITE ADDRESS:
OLD CRYSTAL BAY RD S
LSV
P. I .N. : 09-117-23-12-000k
DESCRIPTION:
NEW SEPTIC SYSTEM
Sewer & Water Permit Type NEW SEPTIC SYSTE
Sewer & Water Work Type RESIDENC:E
REMARKS:
FEE SUMMARY:
Base Fee $100.00
Surcharge
Total Fee $100. 50
CONTRACTOR: - Applicant. — OWNER:Me/4411e'
MARTY EXCAVATING 56572548 TRt. . . UHN
7185 RUTZ LAKE RD 890 _ :RY- STAL BAY RD S
MAYER MN 55360 n..: - A5391
(612) 657-2548
;(- A
,
THE UNDERSIGNED HERESY REQUESTS PEVISSION TO MAKE THE REAL Of#ENTS >,
SPECIFIED AND, AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF
ORONO ORDINANCES AND STATE OF MINNE§0114,-#041Lt4ING .00E* REQUIREMENTS.
6)91°46-
PLICANT/PERM SIGNATURE ISSUED BY:SIGNATURE
Cr ` 6
CITY OF ORONO SEPTIC SYSTE>tI PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, IN/LN 55323
JOB SUE ADDRESS: c 1. /9 • /6 (V/
Occupancy Type: Residential _
Commercial Other
Permit Type: New or Replacement System, $100.00 X
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 Name:6�.det �` �'"`�`
Phone Number: 4/ 73 '
Mailing Address: City:_ tip:
Contractor's Name: Phone Number: 3'7-
Mailing Address:7/ 8
GfYl�� �'��` �,C Vit' � r.(T City: /yj �.�.�� Zip: S53 6'0
� r
DO NOT MAIL PAYMENT WITH 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 will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. 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.
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 covering.
C. Drainfield trench installation prior t covering.
sand will be jars testedefoi°si.lt content),n is required
after rough-up but prior to sand placement
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.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
-r- _
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
0? 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: 3 Precast Concrete _ Other Manufacturer f'1-e C s >`
Tank Capacities: 1)/IO gal. 2) Osoo gal. 3) /oo d gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature); system design requires 46 gpm at 2.� feet of head.
High water alarm make & model . Outside
electrical work to be completed by installer X electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. X Mound
Depth of rock below pipe " Rock bed dimensions /o
Drop Boxes Sand bed dimensions y / 'x 73
Distribution Box Pressure Dist. Pipe Diam.
Maniford Pipe Diam. 1
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
Xtrucked 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 ofApplicant% �,'� Date: 7 / g P‘
MPCA Certification No.: 7 S
Appro al � De 'al
Staff Review: pp
gr
Reviewer: ,%iZtAg Ail � Date:
Reason for Denial:
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
F93 CtiCilfi4/ 15,/
Kd.
April 24, 1995
g�tJtS�io 'g- ; - - -53'
Melamed - Lauer Partners
French Preserve
Lot 2
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1,
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are a clay loam. A seasonally high water table
was located at 14" to 20" , (mottled soil ) . Due to the seasonally
high water table, a Pressurized Mound System will need to be
installed. The bottom of the rock bed must be located at least
3 ' above the seasonally high water table.
The soils at a depth of 12" have a percolation rate averaging
16.8 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device, this is in case of
a pump failure.
A1,1 neighboring wells are located greater than 100 ' away from the
proposed treatment area.
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
CONT' D
r , �
Lot 2
French Preserve
Orono'
(2)
with proper installation and maintenance, this system should
have no problem in treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc. ) human waste
& toilet tissue should be disposed into the septic tanks. Garbage
disposals are not recommended. Excessive amounts of soaps, cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by. a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks.
5-7t c .
Steven B. Schirmers
SBS/ds
'. 1 I< ioo•r *is* 5'S!
411•-
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1 - I z__, )1 ti-C1 u.K.N.-twoc:. - 4 •,.. \ olYIT • 1.1
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9•f^,.> I i�%Spry \'915,.1 IK ,Y p / 1�.,. H
H p p4-9Nm, c w, V .f i-ry. 3 ✓ >-" § .
• EN= 9Y+f. /® 4Y8'7 qt)
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I �' P*so>-I /P�va / A / -1,11.1.-1,11.1.,/ N
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UJ `y,Yc —}—
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4yt.7 '� , 944.-S
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8 -12E�\sV7J S. Q t-9L 1g.S.
.................,....-..-k—A
���J ►oia s sem! ^�� '. _ /J� f 't PROPERTY OF:bte.1.2 �
J ��V +� fir Percolation Tests Scale• 1- - S a
Loth to or >,4 o .a6 u Z�-\L• 1 O Q 260 XSoil Borings 1'�Y^��1--1 1e-S
�q�q ��/6 Bench Mark 'GQ .i,:,14 I c ••.tom L o a
T �/ -7// Note: This system is to be constructed to meet �Gi`4 o t-11-1- H 0. C o
0 �`l 0 J? Li the Minneso.a Pollution Control Agency
/)'))1 ' Chapter 7080 & Local Ordinance S-P/ TEST/NG/N .
/lTl 3g� 3 Designed By: 7t.,r-- a• sc,;A-—
Note : Check all underground ttilities Date:'3./2 ( PH.6!2-497-3566
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L
' 10'x SS �cw1c tsVv a
' g• s ' 11-04.41.0$ ,
3.S �_-�o sAu 3.q
..\.. 42
/.S5r►s` -4- 1. y�o
SET- BACKS '-
-
HOUSE System must be:
Tank .......,a01 from property lines X - S�.-(1 d Citt S te' w\c.- -v--Ir
.
‘r,.3,i.�\ from wells -
22 from bldgs. w�,ft.-rr?r,D -f
�Lt'F'f P�rv? bJlt.� 'CSE _ '
���'• Treatment ores = from lakes, ?A.�eams z,Li 1� '�'� LO"' v- �-, "�� it NftE:Power supply and switches must be located in a
L� %- -o�to e -tw+��s Treatment area 20 2 from property lines
SNRwL) M 9-1ti°LES ,int) ' 'from wells weather proof enclosure outside the pumping chamber and manhole
EALCr+LL_ 232_:from bldgs.
J.Q. from trees SOIL BORING ELEVATIONS
P-� t /�
T -clap. 0°1 .'
Lk)ALvG-at-1-� Amin. ! i�� — l ;H�13EL. ,1 -9Sc
p- �••dia.supP!YP_pe grade d%TH.r�1EL.- -4L.� Sib'a(p-o►y0.0
Tank i
Tank TH.ISEL:341
Drop to Tank �j, PRESSURE DISTRIBUTION MOUND SYSTEM TI 96EL-ast•5
Min. I"io 81 Pumping
TH`1') EL.-1.4144
Max.I"to4' 4. - ? 'fA).:I`C-s S!-ka`.t.-o(JELEVATION at PROPOSED PUMPING
Chamber CHAMBER-944.0 1411), w
, PlA ►Q-9't a.a
4 l0 6 dia.pipe - A?cont.,, ,ice Oa L.-OLl._-`iS�.c
SYSTEM DESIGN -MOUND ., Lowfs-r trt,00L 9'14.a
TYPE- ., y BEDROOM , Average percolation rate L02?"._min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
1 - gal./day x.83sq.ft/gal. I-1,`d sq.ft.of treatment area +10% =5'4'1 sq.ft. (- 10ft.width=_ft.length of bed area+side slope run__4Lto I x..3 .0 heigtt= _'-1-ft.x- ige_ft.lawn•area needed)
I Clean rock needed- '641 sq.ft.treatment area x /•°‘' depth of rock= S')4 cu.ft=27=as I cu.yds,(3/4Ito 21/2'dia. ,includes 2"of rock above pipe) ,
Clean sand fill below rock needed Z-0 S cu.yds. approx. , sandy loam back fill _cu.yds.approx., topsoil 6" _cu.yd. RVE• 512t14-•Z• 4*--c-C\&- 1.0_ •
W�ASttO C(�¢�GG�IM��9_ �C A00 0°70 {D -[be501\.FOF \ReK4t4JLA�`t4D��r. $(�---LVA`9_ oC?�l
Number of tanks required 1st tank/0 o 0 gal. ,2nd lank/oo gal,minimums t?W s Pta m Pti N>, �1��m pE a-
gfW\cr0o S-a1 -91. S
Pumping chamber capacity- 25% of daily sewage flow of GOO gal.=i Si) gal.+reserve storage of 15 0-j?t 1/Bl -/SJ gal.+pipe bock drainage—
, PROPERTY OF:Mv..liM i).1. L At,C
of 1 le gal./100 lin.ft.of a "dia. supply pipe, lin.ft.needed ASS , 4 gal.+ manifold_1K gal./IOD lin.ft of 3 dia.pipe,lin.ft needed 1/ , Z- gal. .•C r.\ S
total capacity needed )gy gal.(plus area for pump) ttg� rill n. 1000 gat.cap. ~r4-<4Llk Itn SC�V.."/�� uo
Distribution pipe.12 dia. , 157 lin.ft.,2.1-2 dia. perforations ' "apart Og01•s0 M1-3 - 1.4f4.10-. CD.
- Pump sizetom-hp. (pumpable capacity/la_gal. 4 cycles/day) u$ -.•;::, AS' ' H - PQ�ss '_��se�Id>3-Q-�� y D oj0+1 J m i n. S-p TEST/NG I G
Note: When constructing bed , this area should be shaped Note: Distance from treatment area to neighboring welts— Designed By:4? _63,4z. _.„- ,,,
n- --
to divert run-off from enteringtreatment area. _ �g 'fes- T}�R3-1 100
; Date :..1./24/2„ , PH. 612-497-3566
' MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated 1,00 gpd Number of Type I type II Type III Type 1V
or measured - x 1.5 = - gpd. Bedrooms
2 300 225 180 ars
3 450 300 218 et
B. SEPTIC TANK LIQUID VOLUMES 4ec
600 375 256
5 750 450 294 u
"a..- /000 gallons 6 900 525 332 d10
7 1050 600 370 a:-
8 1200 675 408
C. SOILS (refer to site evaluation) ®
t1 Numb,f5 L
1. Depth to restricting layer = C inches sem , ,,
2. Depth of percolation tests = ' )x1 inches (pass) ` ''
3. Percolation rate /4-18 mpi 2«less
750 1.125
3«4
1.000 1.500
4. Land slope y % s«61.500 2.250
7«8 2.000 3.000
ova 9 See fig.C-6 (x 1.5)
D. ROCK LAYER DIIv1ENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
(£o(9c) gpd x 0.83 sq. ft./gpd = t. g sq. ft.two silt
2. Select width of rock layer (10 feet or less) = /o ft.
3. Length of rock layer = area_width = Rock Bed
_s'i 1 sq. ft.i I o ft. = 5 S ft. .....................•............
�•1•r•r•!•1.1� t•t t•f•t•r•t•!•!•1
.......•.....tS...;............•tiidth 5.10 ft.
r_1.._!_11 f1,l_1v111111111
E. ROCK VOLUME F--- Length .4 •
1. Multiply rock area by rock depth to get cubic feet of rock;
S41 sq. ft. x/.o s'ft. = 5114 cu.ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
"5'74cu.ft. =27= a ) cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
P. I. cu. yd. x 1.4 ton/cu. yd. = tons.
F. ADSORPTION WIDTH 1..`-A`4 Lola rel Absorption Width Siring Table
1. Percolation rate in top 12 inches of soil is I L- ' mpi Percolation Rate CaNns RAO d
Minutes°nixJ in Ci, Soil Texture 4.q „
tan asa er
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00
y < gpd/ft'- 0.1 toy Sand 1.20 1.00
0.1 to S Fine Sande` 0.60 2.00
6 to 15 Sandy Loam 0.79 132
163. Calculate adsorption width ratio bydividingrock layer 31 to 30 loam 0.60 2.00
rp }' 31 to 45 Silt Loam 0.50 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2 .67
61 tO 120 Clay
1.20 gpd/ft2i .14S gpd/ft2= 2 . 1.7 . Slower than 120 _ Clay -- -
••Soil having 509E or more of fine or very fine sand.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
21.,7 x /o ft= a1,7 ft
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
.7 ft- in ft = I '? feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation f „' feet
b. Multiply rock layer width by landslope l f4►ot:'Cover
to determine drop in elevation; ' foot Re :ed
Slope Difference Separation r feet
10 X %i 100 = . L- feet Slope Difference : et
upslope Width
c. Add depth of dean sand for separation (2a) 1�feet ROCK Bed Width
at upslope edge,depth of rock layer(1 foot) to depth of _ID_feet Downslope Width
AS-
cover(1 foot) to find the mound height at the upslope edge 1ee1
of rock layer;
I. ft + lft + lft= feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.4
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: x 2.1-1.c= 1 a feet
f. Add depth of dean sand for slope difference (2b) at
downslope edge, to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
3.S ft+ ,Lt ft = 3.07 feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of L.4 ,') to
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3 .q x 4.1 t = )4 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; - 79 -
i feet
UDSIODI W10tn -
j. Total mound width is the sum of
upslope dike (G.2e) width plus rock r
t> ;>:::;.:xif:;ee:[:t:::;::::•- _.'•:l:eO>.2..Yk olio f W..?.IOIni...?..i..: Man
>
layer width (D.2) plus ai uos!=e v.
f+e<:
o
downslope dike width(G.2i);
)1_ ft+ )0 ft + lc) ft = y) feet ie �'
t DOWSS10De WIOtn
k. Total mound length is the sum of
upslope dike width (G.2e) plus rock layer
length (D.3) plus upslope dike width (G.2e);
1a. ft + 5.5 ft + 1a. ft = '), feet
oj3 _
/°7 .}- 5 + 93 rote;Lengtn
Downslope e:pslope
3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
%elope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 349 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 654 7.41
2 3.19 435 3.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90
3 330 434 3.88 7.32 8.86 2.75 3.57 4.35 5.06 5.79 6.45
675 _7.89 9.72 268 . 4.17 4.84 5.46 6.06
5 353 �4D �- 857 ]077� c.61 4.00 4.62 5.19 571
6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41
7 380 5.56 7.69 10.34 1373 2.48 3.12 3.70 413 4.70 5.13
8 3.95 5.88 833 1154 15.91 2.42 3.03 357 4.05 4.49 4.88
9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 430 445
10 419 6.67 10.0 15.00 2333 231 2.86 3.33 3.75 4.12 4.44
11 4.48 7.14 11.11 17.65 30.43 2-26 2.78 313 3.61 3.95 4.26
12 449 7.69 1250 21.43 43.75 221 2.70 3.12 3.49 310 446
F-17
t
FUNe SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: Gr-
Corer
Gravity Distribution + T....0
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of :��,a f.e.nW rw.l.f.
water use rate. ••.ID.•,s�Lift. -W5 MI. 1 .W n...w
2. Maximum suggested for delivery to a drop box of a home system is 2,700 r I ...m tl...t
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .:.,I.A.. -AI I 1:•t.c.a.
MIO ' . R•••LCp
P.l vi.n.LD.Dt.d.I
Pressure Distibution • CM..s,„„„I.r. Sweet«L.t«.1
3.a. Select number of perforated laterals 3
b. Select perforation spacing= feet. � issified
...,..P e"„ LeTer
c. Subtract 2 ft.from the rock layer length.
�la��-2ft = 53 feet.
d. Determine the number of spaces between perforations.
Length perf.spacing=t ft.+ ft.=1'_spaces Required Perforation Discharge
e. 1'1 spaces+1= 1 to perforations/lateral in gallons per minute(gpm)
f. Multiply perforations per lateral b number of laterals to 1)y Discharge
Head i aR,, ,i
inch poi
get total number of perforations. la.d. x Pmt`uc+iS 1 perforations. ee `
m.
g. x429..
1.0a _ (0.56 ) 0.74 •
SELECT 60 PUMP CAPACITY 4 O gpm 2.Ob 0.80 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
l feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
- S feet .
3. Friction loss ••
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
I I
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L._ :1.1•`-1 ft/100 ft of pipe T'3S11
b. Determine total pipe length from pump to discharge Elevation Difference
point. Add 25 percent to pipe length for fitting Pump _`3,
loss,or use a fitting loss chart. Equivalent pipe '91R
length-1.25 times pipe length= F-18b
35- x 1.25= 2,, t./ feet
c. Calculate total friction loss by1.5 inch 2.0 inch 3.0
inch
gpPm >T;a;Q1law PQ,aonorP;ata
friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20
Total friction loss= a./,,Li x a9y +100= i feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
/ 20 2.47 0.73 0.11 '
____L.2....--+ .. + 4S 25 3.73 1.11 0.16
(1) (2)' (3c) 30 5.23 1.55 0.23
__ 7.90__ _ Q ) 0.30
40 11.07 2.64 0.39
TOTAL HEAD a•-,) feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection 60 5.60 0.82
1. A pump must be selected to deliver at least
NO gpm (Step A) with at least a.' feet of total head (Step B).
L-13
• CERTIFICATION 4 00627 Logs of Soil I3orincis
Location 'or Project - , !_ e e ve Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-14-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
• Depth, Boring number 13 Depth, Boring number 14
in in
feet Surface elevation feet Surface elevation
Topsoil dark brown loam Topsoil dark brown loam
0 - 10" 0 - 10"
1 - 10" - 1 ' 2"-MOTTLED 1' 2" 1 - Brown clay loam
10" - 1-1/2 '-MOTTLED 1-
Rusty olive brown
2 - clay loam 2 -
1' 2" - 2-1/2 ' Rusty olive brown
clay loam strong
3 - 3 -
Rusty olive brown
loam
1-1/2 ' - 3 ' 10"
4 - 4 -
Rusty olive brown
• loam
5 - 2-1/2 ' - 5 ' 5 - 3 ' 10" - 5'
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5' feet.
Standing water table: Standing water table:
present at feet of depth , present at feet of depth,
hours after boring . hours after boring.
Not present in hole X • Not present in hole X
Mottled soil : Mottled soil :
Observed at 1 ' 2" feet of depth. Observed at 1-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments: Comments :
L-1S
CERTIFICA_'ION 4 00627 Logs of_Soil porincl.
,Location or Project Lot 2, French Preserve, Orono
Borings made by 3-p Testing, Inc. Steve Schirmers _ Date 4-14-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 15 Depth, Boring number 16
in in
feet Surface elevation feet Surface elevation
0 - - —"' 0 - Topsoil dark brown l a Topsoil dark dark brown 0 - 6"
loam
1 - 0 l�Brown clay loam 1 - Brown clay loam
1' - 1' 8"-MOTTLED 1' 8• 6" - 1-1/2 ' -MOTTLED 1-1/
Rusty olive brown
2 - Rusty olive brown 2 - clay loam
clay loam 1-1/2' - 2-1/2 '
3 - 1' 8" - 2' 10" 3 - Rusty olive brown loam
2-1/2' - 3 ' 4"
Rusty olive brown Rusty olive brown
4 - loam 4 - sandy loam
•
5 .- 2' 10" - 5' 5 - 3 ' 4" - 5 '
•
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 1-1/2 ' feet of depth.
Observed at 1 ' 8" feet of depth.
Not present in hole Not present in hole
Comments: Comments :
L-1J
CER:I1';,:ATION 4 00627 Ixjs of Soil Borings
Lodation' or Project Lot 2, French Preserve, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-14-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : !land X , or Power , Flight , or Bucket X
Depth, Boring number 17 Depth, Boring number 18
in in
feet Surface elevation feet Surface elevation
J 0
Topsoil dark brown loam Topsoil dark brown loam
0 - 8" 0 - 8"
1 - Brown clay loam 1 - Brown clay loam
8" - 1-1/2 ' -MOTTLED 1-1/ 2 ' 8" - 1-1/2 ' -MOTTLED 1-1/2 '
Rustyolive brown Rusty olive brown
2 - 2 - clay loam
clay loam 1-1/2' - 2-1/2 '
•
1-1/2 ' - 2 ' 10"
3 - 3 - Rusty olive brown
sandy loam
Rusty olive brown
4 - loam 4 - 2-1/2 ' - 4 '
5 - 2 ' 10" - 5 ' 5
6 - 6 -
7 - 7 -
8 - 8
End of boring at 5 ' feet. End of boring at 4 ' feet.
Standing water table: Standing water table:
present at - feet of depth , present at feet of depth,
hours after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 1-1/2 ' feet of depth.
Observed atl-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments: Comments :
L-l3
CERTIFICATION 4 O0627 Logs of _Soil_ Horinas
Location or Project Lot 2, French Preserve, Orono
Borings made I?y S-P Testing, Inc . Steve Schirmers _ Date 4-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 26 Depth, Boring number
in in
feet Surface elevation feet Surface elevation
-
0 - - Topsoil dark brown 0 - --"
0 - 6"
Brown clay loam
1 - 1 -
6" - 1' 4" -MOTTLED 1' 4"
Rusty olive brown
2 - clay loam 2 -
1' 4" - 2 ' 4"
Rusty olive brown loam
3 - 2' 4" - 3 ' 3 -
•
4 - 4 -
5 - 5 -
6 - 6 -
7 - 7 -
•
8 - 8 -
•
End of boring at 3 ' feet. End of boring at feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
Not present in hole X • Not present in hole •
Mottled soil : Mottled soil :
Observed at 1' 411 feet of depth. Observed at feet of depth.
Not present in hole •
Not present in hole
Comments: Comments :
CERT.#•00627
. r • PERCOLATION TEST DATA SHEET
411130
Percolation test readings made by S—P Testing, Inc. on 4—15—9 5 starting at 10 :10
(dare)
Test hole location Lot 2,French Preserve , Hole number 13 , Date hole was prepared 4.14-9 5
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-14-95 1: 00pm 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 9:50 prefill 6
10 : 10 10: 40 u4-7/8 6.2 30 min
10 :41 11:11 if4-13/16 6.2 " "
11: 24 11 : 54 u4-11/16 6.4 II
"
Percolation rate = 6. 3 minutes per inch.
'CERi: 00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-15-95 10:09 a "':
Percolation test readings made by on starting at
14 v'"' 4-14-95
Test hole location Lott,French Preserve , Hole number ,Date hole was prepared
Depth of hole bottom 12 _inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-14-95 1:00pm 12
Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hou Au t•mat is s i•hon
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
9:50 prefill 6
10:09 10:39 n1-7/8 16.0 30 min
10:42 11:12 " " " " "
11: 23 11:53 " "
Percolation rate = 16 .0 _minutes per inch.
•
CERT..#.00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 4-15-95 starting at 10 : 08 411110
rAarrl
Test hole location Lot 2,French Preserve ,Hole number 15 4-14-95
,Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-14-95 1:00pm_ 12
Date and hour of initial water filling ,Deptho initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
,Maximum water depth above hole bottom during test inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
9: SO prPfi11 6
1n: (IR 1t1 : R " 1 30.0 30 min
18 :4-4 11 ! 11 " " " " "
11 : 22 11 : 52 " " " " "
Percolation rate = 30 .0 minutes per inch.
•CERT:#00627
PERCOLATION TEST DATA SHEET .
Percolation test readings made by S—P Testing, Inc. on 4-15-95 starting at 10 :06
m.
emp'
u,
Test hole location Lott,French Preserve , Hole number 16 ,Date hole was prepared 4-14-95
Depth of hole bottom 12 inches,Diameter of holt 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 6" Topsoil dark brown loam
6" — 12" Brown clay loam
Method of scratching sidewall Kn tf e
Depth of gravel in bottom of hole 2 inches
4-14-95 1.00pta
Date and hour of initial water filling , beptti 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 test 6 inches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 9 : 50 prefill 6
10:06 10 : 36 II1-9/16 19 . 2 30 min
10:45 11 :15 It1-1/2 20.0 " "
11:20 11:50 n1-1/2 20.0 " "
+ I
Percolation rate = 19 . 7 minutes per inch.
• r
CEIIT.L00627
• PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 4-15-95 starting at 10 :05 40MN
r4.,
Test hole location Lott,FrenCh Preserve ,Hole number 17 ,Date hole was prepared 4-14-95
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth. inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
Method of scratching sidewall Knife
e
2
Depth of gravel in bottom of hole inches
4-14-95 1: 00pm12
Date and hour of initial water filling ,Depth oT initial water filling inches above hole bottom
•
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat i c s i ph on
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
.....me interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 9 : 50 prefill 6
10:05 10:35 11 1-7/8 16.0 30 min
10:46 11:16 n nn n n
11:19 11:49II
11 ft 11
11
16
Percolation rate = . 0 minutes per inch.
CERT.=00627
a
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 4-15-95 starting at 10 :04420
Test hole location
Lot2,French Preserve , Hole number 18 4-14-95
Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 4-14-95 ,De th 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 s igboz!
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
'me interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
9 : 50 prefill 6
10:04 10: 34 2-3/8 12. 6 30 min
10 :47 11 :17 " 2-1 4 13. 3 "
11: 18 11 : 48 " 2-1/4______ 13.3 " "
Percolation rate = 13 . 1
minutes per inch.
• LOAMY SAND CAI'
PERFORATED
LAYER OF GEOTEXTILE
r1�'•�r•o.jy`��1-,-•_ LATERALS FABRIC PERFORATED LATERAL
SANDY LOAM '�'• • -. ."-‘...7•7:,;:.".;;;.---....:.•••••;:.•,..,. GRASS COVER CC
SOIL �:. ,— •byrh.gt*I: •• ..„.112,...„.. TOPSOILS .
.�� ,••, • j 'F ;' CLEAN SAND FILL
LAYER OF GEOTEXTILE �/ L; /, / I �'c'I�` MAXIMUM SLOPE
.' h� 3 TO I
FABRIC OR 4 INCHES OF ,..0,..0/€/•
/y� f %• (LEAN ROCK o
HAY COVERED Y ..,/ .., ,+ TOPSOIL PLOWED OR 3/4 TO 214 INCHES
BUILDING PAPER ' ,j!, / / •
DISKED SURFACE-"Ir
SLC
11/ OR 2' sh;4r • 'f�/ �j' / uesoll
PIPE FROM PUMP `�;• z: r �' �� // / • CROSS SECTION A—A
•
.1..„.'' .'/ .7.- 4 — . , �� F
•
3/•_21�?• �••• ' /./ / 1't PIPE FROM
CLAN ROCK 4'�- •�� l PUMPING CHAMBER
i� ��'• DIVERSION FOR .
6' TOPSOIL • .' %�•• '�' J, SURFACE WATER _ ,
•te
•.
�� .., / ,'e - PERFORATED-• 1 I _.
—
`�.,. •` ..:. .
, = ..,�(-9'/ '�:..•..., .......3
Ak. I let
r LATERALS I r
SAND N
Ill S° 6 tot
' ":".L,„"••••10:!..;,.7 •Y
BR D .AYF Wil...r`4 ; BED AREA I = v
9 IFR LAY ,.;fi : C - - >v x _ 1
R = _ _
LAYOUT OF PERFORATED PIPE LATERALS FOR INCHES a'1`� INCH
PRESSURE DISTRIBUTION IN MOUND _• I •.--,
--• L- - -
PERFORATED PLASTIC PIPE DIKE I 10 FEET_ _DIKE
(cif
MAX.
!' • • TOTAL WIDTH
PERFORATIONS SPACED 36' • i ACING
' f SP
END ON CENTER. P�ERIiFORATIONRfORATI� '
VIEW SSI E�MAY BE+/i% gt: _,.;\ j6,• '
PIAN VIEW
��� 2'MANIFOLD • .__._._-__._
\ PIPE J END PERFORATION OF A PERFORATED LATERAL
PERFORATIONS ON BOTTOM OF .r, Gros.Gra
PLASTIC PIPE i +
9C♦ ��� e.14"... .'''
.r T. .0 ��.
\=w.a i •' �w' Lerw of GeetnllN FeMk(v by
i =o•IALT RNATE LOCATION ri• Lowy feed :Omsk ttroanM j on craned
UP PE FROM PUMP/ 4
z/'; °
�- I sl"7 1f7PrIR7'mown. Paler tion Orftod HwIcewtollr
END• CAP /
14.71.....::
ote ;11.:RocktnoTsol:olfjo
�i EO `ATERAI :, ca.. •
\:4 ..'""•' -P W1,Nl a Located et
e -'- OF PERF PUMPING G CHAMBER s'.' Gloat Spa Loyw Muem of lmwel
\ .re16'N moi: ►'' it .i+
•
'•F8 •
REDWOOD CEDAROR
WATER TIGHT a LOCKABLE ELECTRIC BOX—, �TREATED�POST (4x4min) •
PLUGS OR ELECTRIC CONNECTIONS. �, -ALL ELBOX IC CONNECTIONS MADE
2' PVC CONDUIT SCHEDULE 80 6'SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED a LOCKED SETTLEMENT
SEALED MANHOLE RINGS �,' I•FINAL GRADE
AT LEAST 12-
UNION / BELOW GRADE
WIRE FROM POWER SUPPLY
..• ! - '—R - PIPE IS LAID ON A UNIFORM SLOPE FROM
- i i
,� FOR P STATION UP TO SOIL TREATMENT AREA
1 ,., PROPER DRAINBACK
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN , A 1/4 INCH WEEP HOLE MUST BE USED
WITH ANCHOR , —WEEP HOLE
ALARM FLOAT ON SEPARATE ;i
ELECTRICAL CIRCUIT iJ
L '' NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
S�RJ L.9 LE-VE MUST NOT RUN OVER ANY TANKS BUT
.m_
- ' ' MUST BE LAID BESIDE OTHER TANKS
3■� `.. 1 ANODNMUSTBE PLACED IN CONDUIT
$vUT-QEFI.E EL_9_ — — _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
1.
• CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT.
ODD :
_______ -_--_ Figure F-8
METAL
,11111111
COVER .
*.. -A. C= = . -It . i - 4 •
,,tt it
t y
•
i 1
CONCRETE 1
MANHOLE
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
IFigure C-14
,
•
VERTICAL SIDEWALL SEPTIC TANK ,
, —FINISHED GRADE
--AT LEAST v Y 6"TO 12" SOIL AT LEAST
1"- 4" DIA. 1 COVER 4" DIA.
MIDI AT LEAST I" ' AT LEAST 1"
•
};—.— T t A DIMENSIONS FOR_TANKS WITH VERTICAL SIDES A 4
—_ r I WIDTH. W 24' MINIMUM d
_LENGTH. L 2 TO 3 TIMES THE WIDTH
B DIAMETER 60" MINIMUM
_1_ DEPTH, 0 30" MINIMUM; 78 MAXIMUM C
•
— ---AT LEAST n __-.. _0.2 D _ _
• 3" B 6" MINIMUMi 0.2 0 MAXIMUM 6"
C 0.4 D
•----- ----AT LEAST 4 FEET— —J
NOTES: 4
I. SNYTMY IEES AT LEAST.INCHES IN DIAMEIFR 4. LW4IlC E COVERS Si SLI DELOCAIEDWITI Ili 12 MKS.2. 1IEIE SI W L LIE ONE On laa IE.INI IOIES•20 LF.AST Y TIE MAN$K)LE E WITI M SIX INDIES OF is(SUIYACE
ITlI JLSIONAWlOCATFOWI1$UN{FEET OFAU.TNIK 11ECOVEIT14$IOESEC IEDTOPIEVENIACCESS.
WALLL 5. •SCIWI 11I ON DISTANCE DETNEEN END OF KEE PPE M O
3.• AN wSPEC LION ME OF AT LEAST 4 INCHES DIAACIEII NEATEST POINI ON DAME{!WIDE NOLESS TI WISINC$ES
ORAL4IT{IOIESIIAILNELOCATEOOVFRDO1H111EPUT CIT NOMDREANN12PICIES. •
NIOOUTLE 1 DEVICES.THE CENT Eli INC CF 1I E rlSPECT13N S. Fon I 101520 IAO MINIMAL TANKS DIMENSION A IS 0.150
PIPES SIIAIUDE711EMat ASTIE CENICnIwEOTHE AND OINKNSION C Is 0.350.
SNFLE OPCNwAN
CS On SI INIY TEES A 114N10 INSI EC I ION
ME WST SE LOCMEEK DE CEN TI E TAE!AWOL/It ET
DNfLES.
....• :..
PENCIL
:14St k;: A ��r MARKS4.
6 `-/ , r.:
- 'r nr� 20 ,, `fi' I !*
*, 1 .
, MANHQLE °`
INLET I 1 f K�7' - ,,• ,I� OUTLET
Jr .4:. • •ti;-^;OUTLET. LEVEL • it I$ ,ae v. •
SCUM CLEAR SPACE"..: • '`
_.__
CLEAN OUT TANK WHEN:
p. — —— �- _. "ie 5—(' 7ti•IS 3.OR LESS OR
— __ _ — , 14, B "B"IS 12"OR LESS
*•,,.e • •• •, .•:•::11:. ;�
.• ,; BLACK COLOR -
t ..*:,,•.;:.;:, • SLUDGE • ..ti • DISTINGUISHES SLUDGE
.,• �; ,.',•,• •: • : p • LAYER FROM LIQUID
., a l.:,i • .
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
v
DATE TIME
CITY OF ORONO CALLED IN S 94.-
INSPECTION
�
INSPECTION NOTICE SCHEDULED '2� ii) ' tet'
PERMIT NO. Y/._ -, COMPLETED di /
ADDRESS Y7( ('. ( i' r. `1( St Ice/-�.
OWNER CONTR. /1')Ge.): % E'X 4,_' s.'-e t.Jli
TELEPHONE NO. (-- 5 7 - .2.5- 4
yy�
DESCRIPTION / 'i c nc'?/ X.
k.
4.4
01 FOOTING 11 MECHANICAL RI 18EXCAV/GRADING/FIWNG
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
CI 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
-..,I 07 DEMO—SITE 27 SEPTIC MAIC` 21 COMPLAINT
W 07 DEMO—FINAL <_15 SEPTIC INSTALL. ' 22 FOLLOW-UP
Z 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
-4 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Q OWNER/CONTRACTOR TO MEET Y•, • YES NO
o COMMENTS: — _ X I i.4!�
cc
Lo —oiG, i .moi ..� - eti'L. �. . i
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CC cr Y°/(3)\ L'IP -7L- 111(Cq 141-4%ri 144#N
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IF ____ ___&aLit/n 11/ 49--)/zw- cz? i-c- . ,c(),
, .4,
2 /WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED E' 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
El CITATION ISSUED
Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on e•
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DAT ,TIME
CITY OF ORONO CALLED IN
INSPECTION NOT,1yCE SCHEDULED ''i'..
PERMIT NO. -•�� G - COMP D
ADDRESS 449Lei CJ
OWNER CONTR./ f(c.
TELEPHONE NO.
DESCRIPTION
u_ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO—SITE 27 SEPTI 21 COMPLAINT
v
tQ 07 DEMO—FINAL ' t . 22 FOLLOW-UP
• 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATIO REMOVAL
OWNER/CONTRACTOR TO MEET Y s : YES NO yy
9 COMMENTS: AFA119 �;$ (.�C J 6�9 �
iAl
CC I ill
CC
CC
W
CC
d WORK SATISFACTORY:PROCEED
CCC PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED E ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. E PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73557
Owner/Contractor • '
Inspector. i %' ✓
White Copyllnspector's File Canary Copy/Site Notice
i
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED 7-� - .r/
PERMIT NO. */63 COMPLETED 14. i/
ADDRESS ?`2D �L e, i-P , d 5
OWNER;71` CONTR. 7a.4 /S
TELEPHONE NO. 65- 2
DESCRIPTION k'G Afee-
u_ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG
• 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
Q
= 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: -YES NO
o COMMENTS: /o-Le-1 .7c - -z�- cG 2, / 30
Lu
o Oki
cc
0
z
WORK SATISFACTORY:PROCEED
� ❑ PROJECT COMPLETE
W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY
O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContractdr o si
Inspector. , �9i 7� ✓
White Copy/Inspector's File Canary Copy/Site Notice
L77
DATE TIME
CITY F ORNO CALLEDEDIN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 2'/m MPLETED A.
ADDRESS_27 D
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION F.4121
lit 01 FOOTING 11 MECHANICAL RI 18E(CAV/GRADING/FIWNG
rQ 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREAVETLANDS
L:1 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
tiQ 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
v 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
-4 10 PLUMB 36 FOUNDATION REMOVAL
2 OWN TOSYOU: JdO
COMMENTS: /��'Ar' it-64—
cc
W � � �,-.
a.
cc
0
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A gp4/ Ok
� SES-. '�
W
ccQ i AOC-
f2 41
OSItnj:B1 .0
Seo AI ��7 " /
' ❑ •'K SATISFACT R PROCE'EROJECT COMPLETE
• I'R ' 1 : ••OCES 6 ❑ISSUE CERTIFICATE OF OCCUPANCY
riml ' •i• .•0 •- LES . CTION TEMPORARY
✓ EFOR �l IN r PERMANENT
❑CORRECT UNSAF'CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR ILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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