HomeMy WebLinkAbout1996-008606 - new septic system PERMIT
z I Y OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 O-IEWt*----R WATER
Crystal Bay, Minnesota 55323 Permit Number: 0086of-5
Date Issued: 0A
(612) 473-7357
SITE ADDRESS:
.2:'7 G.0 WATERTOWN RD
JG
DESCRIPTION:
"
E-e-wer b Water Permi. f. Type, NEW SEPTIC SY"TE
._.ewer & Water likirk. Type RESIDENCE
REMARKS:
FEE SUMMARY:
E:;:7.S e $1(-)t-)
Surcharge ----------$
Total Fee $166 so
CONTRACTOR: Applicant OWNER:
C1.-..-.-..: ..-.X-`VAT I NG 5G-572S4::'
r;(-w( I y i: LUND TONY
7185 Rt.JTZ LAVE RD X---f j-o W(4 T ER T FI
W N RD
t-IAYER MN SS.36-0 ORONO MIN S53SG
6 1.22) S 7 22S A 8 A.5
- I- TO
THE IJNDERSzIGNED ,HERESY REQLJES TS 0EJ*iSS ,bN- WE T'HE
REAL, TIMPRO", 'MEN S ,
SPECIFIED AWAGREE-S TJ. DCS ALL V-"4?K' �§'TR I IST , CC, I'ANCE V1 TH ALTL`C I Y OF
OkONI) ORDINANCES AND STATE, A)F MNNE$Q' U L?I�:' C� QE E I R EP{ J
L
APPLICANT/PE;Z�ESIGN=TURE U ISSUED BY:SIGNATU4
r
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mit 55323
JOE SITE ADDRESS:
Occupancy Type: Residential _ Commercial Other
Permit Type: N� ew 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
Phone Number:
Owner's Name:
Mailing Address: w 'cY 2 City:i3%��,.;ti�r�F Zip: .S re �
Contractor's Name: ' Pi ,,PhoneNumbe6 l' S 7 ^ -ZS`V�
Mailing Address: City: j ,.J Zip: S'S r. o
DO NOT MAII. 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. Drairnfield 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.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
.1
S
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
/h 2 1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
Z 2. I will be installing the following:
A. Tanks: Precast Concrete _ Other Manufacturer rxcGg sT
Tank Capacities: 1) 13 n o gal. 2) /od-o gal. 3) 1.30,, gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature); system design requires 3 gpm at 3O feet of head.
High water alarm make & model Outside
electrical work to be completed by installer electrician X
other Inside electrical work must be completed by
electrician.
C. atment System:
Trenches: s.f. Mound
Depth ro elow pipe Rock bed dimensions to 'x G8'
o Boxes Sand bed dimensionsYL
'x /o
Distrib n Box Pressure Dist. Pipe Diam.
Marniford Pipe Diam. a
D. Final Cover/Topsoil to be: X 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.
c
Signature ofApplican : Date: / 3 r6
MPCA Certification No.:
Staff Review: Appr val Denial
Reviewer: ��/ Date: 1Z�
Reason for Denial:
0
O CITY OF ORONO
SEPTIC SYSTEM APPROVAL
4 CITY of ORONO
Municipal Offices
Post Office Box 66
Crystal Bay,Miruiesota 55323-0066
�kESBO
LOCATION: 2760 Watertown Rd.
OWNER: Stonewood Dev. Corp.
GENERAL CONTRACTOR: same SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing REPORT DATE: July 25, 1995
The City of Orono has approved your on-site system design as of October 9, 1996
(approved-disapproved) (date)
with the following continents:
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 ORON
By
Stephen an, On-site Systems Manager
TELEPHONE-473-7357 9 FAX-473-0510
%FOP' TESTING INC. Steven B. Schirmers — MPCA Cert. No. s 27
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-35M..
July 25 , 1995
Mike Hilbelink
F,
Lot 4, Block 1 ^�
Rosch Addition. I
r14
Orono, Henn. Co. , MN `
This On-Site Sewage Treatment System is Designed for a Type 1,five
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 26" , (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
4. 5 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.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area. This site has an existing well 75 ' away
from the proposed system. If the well is shallow (less than 50 ' deep)
the well will need to be abandoned.
CONT'D
Lot 4, Block 1
Rosch Addition
Orono
(2)
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.
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.
S even B. Schirmers
SBS/ds
y'fl. s 7
+
-
'F�z'lYl�b_ 1
~ _ I CQET'C"i`9r� v
� 33
a �� f � ice•) �4��%S)o�
0 rMa _li r' rnK
iol2.
azo
4 �iJ l µ�s� \ If
P fir ° 0101 L.) I + a b 5 1 o
�} Cr � � \ � ADD-I.(, , .��. �;9.yt o.i, I
go
n
o
�s1 W
s4 7V ioo,.Y 3A 9
`L.u' O�fr'.O•� 'Cla'� "PR-o40 S�'v_=f4�4'�M Ga-�'� r �, 1
i
i
' Hyl,KJ
r yvarERTowN ROAD _
�L 1►�-fit o� s s -Q ( '. fo ^ Ia, t c .1_= S D PROPERTY CF: M) t L��L� Y-
s�-erca� Ion Tess „ca..,
X'SOA Bcrincs
0 Beoch Mark
Ncte: This system is to be constructed to meet coo�� �t�� . . c 0
the Minnesoia Pollution Control -terry
Chanter 7080 & Local Ordinance S-� TEST/WG//N�,
Desi`'!Fd sy: .—_DJ. 7/ moi.
Note Check all underground utilities Ccte:2/ '/�; PR.612-497-3566
=1 Ll.15S
ID
L4-1
1.%�Sq�o icc�6.
-3
SET- BACKS Imo___—1 !O'
HOUSE System must be:
Tank ao' from property lines
>au0-5'F1+1•*Sx'T— from wells
ao from bags.
'from Ickes,Treatment Oreo = �' s �
Treatment area �4.' from property lines . NOTE: Power supply and switches must be located in a
M�>a1fo�5 min iT" from wells
weather proof encrosure outside the pumping chamber and manhole
i, RRGCFr�t_ 'from bidgs.
1s2 from trees SOIL BORING ELEVATIONS
min. ! r .� a �
TH.� E-L. 1QLQ,6 -rte ta-Ioor9,6
"c�a s.,ppty Pipe } TH48 EL.-fit-N
rade %
Tank
Tank ;.1 sJ PRESSURE DISTRIBUTION MOUND SYSTEM TH�`9 `L: X009
Oroo to Tonk i T "fo EL-LM-9
Min. I"to 8' Pumping THi I EL.-1=--a,
Max.l"io4' 4 %(--,5 5P ::]L�.1Y.S �N�A\.�oc�J Chamber ELEVATION of PROPOSED PUMPING
. : 4 to 6 dia,pipe
CHAM _�V BER- o, `A4•o
- - �Ym 0 �1.oc.�G-.1oio.o
SYSTEM DESIGN -MOUND 11 Low�sT Loo¢_ �000.o
TYPE--1_- , _,S_ BEDROOM , Average percolation rote—H-'L min./inch (design.83 sq.ft treatment area per gal. of doily sewage flow)
<o gal./day x.83sq.ft./gal. Laa sq.ft.of treatment area +10%=1a�sq.ft. (= 10ft.width= (,54 ft.length of bed area+side slope run oto I x y•0height= '14 ft.x X02 ft.ktwn•area needed)
Clean rock needed— 3e4-sq.ft.treatment area x 1.o depth of rock 2l1''.cu.ft=27= a7 cu.yds,(3/4'fo 21/x'dia. ,includes 2'Iof rock above pipe) /
Cleonsand fill below rock needed Q9 cu.yds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6"_59—w- ed. Ai7 5Alab o�p�- Q.71
uJb,stt�
Number of tanks required 2,, Ist tank I a v got. , 2nd tank JQQQ gal.minrnrns FL.Q s PLArr\Pi N v e-h tam�ee a-
Pumping chamber capacity- 25% of daily sewage flow of 0 gal.=I qE- gal.+reserve storage of 15 Oeja 1/BR:-")-<2) gel.+pipe bock droirx)ge— PROPERTY OF lz�
of gal./100lin.ft.of. 2 "die.supply pipe, lin.ft.needed 2190 , H<gol.imanifold IVgol./IOOlirLftof L "dia.pipe,fn.ftneeded 2 ,a- gal.
total capacity needed_'2 8�<'gal.(plus area for pump) ugh Min. 211 Std 90%1.caP, �-
Distribution pipeIl2:dio. , 19 V lin.ft., -2/_ZZ dio. perforations 21.2oport O�Ot-�O r'1>1' 14'f'A)3- 40'
Pump size 1h hp. (pumpable copacity 2aL gol. 4 cycles/day) ii sg=-o _7f) / H r-_'Ao Pa.-ss Min.-
n.
--7 I s-P TES gTNG NC
Note: When constructing bed r7 , tHs area should be shaped Note: Distance from treo!ment area to neighboring welts— ! Desisned By: �
to divert run-off from entering treatment area. 1_,�'�r�� � I D(>>
Date: PH. 6!2-497-3566
2/b�./ ,
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Esdnmed Sewage flow in Gallons pw Day(gpd)
Estimated r)S(D gpd Number `
or measured x 1.5 = gpd. �e� ape I II Type III Typo IV
2 300 225 180 cos
3 450 300 218 of
B. SEPTIC TANK LIQUID VOLUMES 4 600 37s 256 .:.
-1�S 0 4T -1 co() gallons 6 9 0 `sats50 332 �
7 1050 600 370 C=
8 1200 1 675 406
C. SOILS(refer to site evaluation) Numbw rf
1. Depth to restricting layer= ►y -Tb inches s CA,o,rf srr
2. Depth of percolation tests = 1 a" inches `"°"° `'°'"'
3. Percolation rate L4,S mpi 2s alb 17500 1.1 I. S
4. Land slope 3 % 7 or s 2.� 300
over 9 See fig.C-6 (x 1.5)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer.A x 0.83 =
�
�_gpdx0.83sq. ft./gpd = !,a� sq. ft.-�1�°>0=��sy°
2. Select width of rock layer(10 feet or less)
3. Length of rock layer= area 1 width= Rock Bed
�u y sq. ft. o
r.r.rw•r•r•�•f•r r•r•r•f•r•r•�• idth 510 ft.
1�'tif�•ti��f�:wSf�`��1��w�tir�fS?ti
E. ROCK VOLUME �- Length -�
1. Multiply rock area by rock depth to get cubic feet of rock
I,y4 sq.ft. x /u_< ft. = 0 1�4 cu. ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
r))g cu.ft. 27= '.)n cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
',') cu.yd.x 1.4 ton/cu. yd. = -Z �'tons.
F. ADSORPTION WIDTH Absozpfion Mdth SzLrngr ble
1. Percolation rate in top 12 inches of soil is Li,-s's mpi Percolation Rabe °•a"• """'of
Soil Texture �r
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse sand 1.20 1.00
gpd/ft2 0.1 toy Sand 120 1.00
0.1 to 5 Fine Sand- 0.60 2.00
6 to 15 sandy Loam 0.79 1-52
3. Calculate adsorption width ratio b dividing rock layer 16 to 45 Loam OM 2.40
rP � Y g Y 31 to 45 silt Loam OM 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Cla Loam 0.45 2.67
1.20 gpd/ft2i •Ll gpd/ft2= a.L� Slowertthan 120 Clay 024 5_00
••Soil laving 50%or mora of fine or very fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
v,�,q_x /0 ft=aL.r) ft
J
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
` adsorption width to obtain minimum downslope dike toe
ft- )Q _feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation I, feet
b. Multiply rock layer width by landslope ' 10°` `°
to determine drop in elevation; t r°ot a° .d
s.peretto
Slope Difference n i..t
/0 x 3 %+ 100 = r3 feetslope Dill orene a . �; t
upslo a Width
c. Add depth of clean sand for separation (2a) feet Rock Bed Width
at upslope edge,depth of rock layer(1 foot) to depth of feet Downslope Width
cover(1 foot) to find the mound height at the upslope edge feet
of rock layer;
/.�< ft_+ Ift+ lft= 3-feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.57
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: ?.,t� x feet
f. Add depth of clean 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;
3.45 ft+_�ft=_j 1 feet
=' g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of 4,Sq
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: q, I x •S f =)�feet
L Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
� feet �.
x.•uoslo •wltiii :::<.•:::.:.' • <•:.::::.r::}. }}:•:..}'•}>n.i:':i:..k;;4
jzi, ;r•.}.�. �_feel t };.}i S::`•<}:Sif::,;::Q:i:; .y}'£•.4:}c::a•:.>::$;'::,;- '. Total mound width is the sum of �t}; v.x:�:;.•.,.x. <�<:��„-` �:,wvx:,A:���«Fsk�..�:, ,:,$��:�:.:v<..>.;
upslope dike(G.2e)width plus rock
Width-
layer width (D.2) plus uof..t M..:to 1
s sloyy to wletn uo� •wtatn
Jam_feetfen
:•}y:'-::+i-'.,a}•-:'.`: jhu;::'O 'f' f;•a•:i:.f•;f•::.�r;c.4f*
downslope dikewidth(G.2i); �Y
+ e tiv� }.y.#::`.. ; C:%•:..}d.,io:Yaf•}:;}.{ {4`,}"•,ft:.{.'v. i�j�J-...::y).•:
;tiyiQ�%�i :v:i:;?2i#`.: }'?'..W.Y.}..::�?.j:v}}•'.>C'v'+:::��:•:::•}�^if.:ii:>:.'!}J iiL?.i.:t::v�:::.:1. .
p ^:ji•}\:!`{;:}vryry�}:;::• ^::Qui:isi:}Sti:<:?;:;}:;y;:sistivYS'ii:{:�:Grr�:tii}i'>�.y,}(,��.!•�nS•x'•(n
ft+ ft+ m ft HY feet
�,DO f 0 Ot
0
k Total mound length is the sum of
upslope to
Pe
dike width G.2e plus rock l
a
er
.yi�::!ifiiii:::•::ri :lengthD 3Plu upslope dikewidth G2e •
I ft sft + ft = -7,2 feet
Jc7 ce 4'7 = lob ion
Total Length
Vownslope UPSIOPe
3:I 4:1 5:1 6.1 7:1 3:1 4:1 5.1 6:1 7:1 8:1
x
0 30 4A 5.0 6.0 7.0 3.0 LO 5.0 60 7.0 3.0
1 3A9 L17 516 638 753 2.91 3.85 4.76 5.66 654 7A1
2 3.19 1351 556 6.82 8.14 2.83 3 L51 536 414 6.90
3.30 451 S98 732 8.86 2.755 0357 435 5.08 5.79 6A5
4� 3.11 476 62S 789 9.72-- _ 268- - -3. 4,17 11.114 5.46 6A6
5 353 SAO 667 857 1077 2.61 331 4.00 4.62 5.19 571
K. 6 3A6 5.26 7.14 938 1107 254 313 3.85 4.41 4,93 SAI
7 39D 556 7.69 1034 1373 148 3.12 3.70 419 L70 5.13
8 3.95 598 8331154 1531 142 3.01 3S7 LOS 4.0 498
9 4.11 6.25 9A9 13-04 18.92 236 1% US 3.90 430 465
10419 667 10.0 ISM 2333 231 2,116 333 3.75 L12 4A4
11 4.48 7.14 11.11 1765 30.43 2.26 278 313 3A1 3.95 4.26
12 469 7.69 1250 21.43 4375 121 270 3.12 3.0 390 4A8
F-17
PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity-
Gravity
Gravity Distribution
1. Minimum suggested is 600 gallons per hour 00 gpm)to stay ahead of = »„w,mak c.
water use rate. UVW N hr.o---..a
.�. ..,...,wa.I
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ��a��»a,,.,..,•ia
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. _.,;p, '_M`a«w." I1.E!K
Pressure Distibution T .a. saw I,,.
F-Iowa "�'«"
B.t,w a 1.LA-1
3.a. Select number of perforated laterals 3
b. Select perforation spacing= 73 feet.
C. Subtra 2 ft.from the rock layer length.
-2 ft.= c. feet
d. Determine the number of spaces between perforations.
Length perf.spacing= (o to ft.-I- 3 ft.=a2 spaces Required Perforation e
e. 'az spaces+1= aQ perforations/lateral in gallons per Minute(9PM
f. Multiply perforations per lateral bnumber of laterals to �I HB ,e A.a
Pd t total number of perforations. • x _ perforations. Net)
�2 "d°'`
g. x a P•�_ gpnL
SELECTED PUMP CAPACITY 1.0a 0.56 0.74 gpm 2.Ob 0.80 1.04 -
.04 -BB.
.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
_ 1::� _feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity stem,zero.
�S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L.= 2,U, ft./100 ft of pipe TTio//
b. Determine total pipe length from pump to discharge Elevation Diffetencel
point. Add 25 percent to pipe length for fitting ptunp �y
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
JJ x 1.25= 31-.� feet 1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying gpm FriakmI=per I00Rofpipe
friction loss in ft/100 ft by equivalent pipe length. 'l 10 0.69 0.20
Total friction loss= ",► a. x +100= `6 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
1 + ' _+ 25 3.73 1.11 0.16
(1) (2) (30 30 5.23 1.55 0.23
35 7.90 2.06 0.30
_40_ .11.07._ __ 2.64 0.39
TOTAL HEAD 3 feet 45 14.73 3.28 0.48
50 3.99 0.58
s60 s2C Pump selection 60 o
D'A
l Z01 1. A pump must be selected to deliver at least
_gpm (Step A)with at least ?Q feet of total head(Step B).
L-13
CERTIFICATION 4 00627 Logs of Soil Borinss
Location or Project Lot 4 , Block 1, Rosch Add. , Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 7-20-95
Classifiction System: AASHU USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 7 Depth, Boring number 8
in in
feet Surface elevation 1010. 6 feet Surface elevation 1011. 4
0 - 0 - - --
Topsoil dark brown Topsoil dark brown
_
0 - it
0 _ 1 , loam loam
_
1 cls oYoam 1 ' - 1 ' 4"-MOTTLED 1 ' 4" 1 Brown clay loam
Rusty olive brown clay loam 1' - 1' 811-MOTTLED 1' 8"
2 - 114" - 2' 2 - Rusty olive brown clay loam
Rusty olive gray 1' 8" - 2-1/2 '
clay loam
3 - 2' - 3 ' 3 _ Rusty olive gray
clay loam
Rusty gray silty 2-1/2 ' - 3-1/2 '
loam
4 - 31 - 41211 4 - Rusty olive gray
loam
Rusty olive gray
loam
5 - 412" _ 51 5 - 3-1/2 ' - 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 11411 feet of depth. Observed at 1811 feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CERTIFICATION 4 00627 Logs of Soil Boring
,Location or Project Lot 4, Block 1, Rosch Add. , Orono
Borings made by S-P Testing, Inc. Steve Schirmers _ Date 7-20-95
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Band X or Power , Flight , or Bucket X
Depth, Boring number 9 Depth, Boring number 10
in in
feet Surface elevation 1009 . 8 feet Surface elevation 1007. 9
0 - 0 - - --
Topsoil dark brown Topsoil dark brown
loam loam
1 - 0 - 1 ' 1 -
Brown loam 0 - 112"
l' - 1 ' 8"-MOTTLED 118 cla oIoam 1' 2" - 1 ' 8"-MOTTLED 1' "
Rust olive 1' 8" - 2 ' brown_s�ndy
2 - Rusty olive brown clay loam2 - Rusty oliv , , „ � -
118" - 21411 Z - 214" brQWn__s�ndy
r--...
Rusty olive gray clay
Rusty olive brown clay
3 - 2 ' 4" - 312" loam 3 - 214" - 314" loam
Rusty gray silty loam
4 - Rusty olive gray . 4 - 314" - 3110"
sandy loam Rusty olive gray
loam
5 - 31211 - 51 5 - 311011 - 51
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 4-1/2 ' feet of depth, present at feet of depth,
16 hours 'after boring. hours after boring.
Not present in hole Not present in hole X
Mottled soil : Mottled soil :
Observed at 1 ' 8" feet of depth. Observed at 1 ' 8" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CERTIFICATION 4 00627 Logs of Soil Borings
Location or Project Lot 4, Block 1, Rosch Add. , Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 7-20-95
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 11 Depth, Boring number 12
in in
feet Surface elevation 1009. 2 feet Surface elevation 1008. 6
J - 0 - - --
Topsoil dark brown Topsoil dark brown
loam loam
- 0 - 112" -MOTTLED 112" 1 - 0 - 112"
Rusty olive brown sandy clay Brown loam
_ 1, 2" _ 21 loam
2 Rust olive 2 - 1 ' 2 ' - 2 ' 2"-MOTTLED 2 ' 2"
Rusty gray clay loam
21 - 21811 Rusty olive brown
clay loam
3 - Rusty gray loam 3 - 212" - 314"
218" - 318" Rusty olive gray
Rusty3 ' 8" - 4 ' grIg silty clay loam
4 - am 4 - 31411- 412"
Rusty olive gray
loam Rusty olive gray loam
5 - 4' - 5 ' 5 - 41211 - 5'
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at feet. End of boring at 51 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 2 ' 2" feet of depth.
Not present in hole Not present in hole
Comments: Comments :
CERi. n00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc.,. on 7-21-99 starting at R: 43
"We
Test hole location Lot4,B 1 k.1,Rosch Add. , Hole number 7 , Date hole was prepared 7-20-95
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
7-20-95 5 :OOpm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method usea 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
a ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
8:30 prefill 6
8:43 8 : 58 it3-7/16 4.4 15 min
9 :09 9 : 24 it 3-5/16 4.5 of of
9: 25 9 : 40 3-3/16 4.7 "
Percolation rate = 4 .5 minutes per inch.
200627
PERCOLATION TEST DATA SHEET
P:-colationtest readingsm:,:cbv S—P Testing, Inc. 7-21-95 starting � 8 : 44 a.m.
o� ap.m.
T---t hole location Lot4,B1 k.1,Rosch Add* , Hole number 8 , Date hole was prepared 7-20-95
Droth 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
7-20-95 5 :00pm 12
Date and hour of initial water filling , Depth oT initial water filling inches above hole bottom
Method usea 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
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8: 30 prefill 6
8:44 8:59 is 3-3/8 4.4 15 min
9 : 08 9 : 23 it It of if if
9 : 26 9:41
Percolation rate = 4 .4 minutes per inch.
CERIP. 1100627
PERCOLATION TEST DATA SHEET
Percolation test readinesmadebv S—P Testing, Inc. 7-21-95 8 : 45 a.m.
on starting at p.m.
Test hole location Lot 4,B 1 k.1,Ro SCh Add. . Hole number 9 , Date hole was prepared 7—2 0—9 5
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 Kn i f e
Depth of gravel in bottom of hole 2 inches
7-20-95 S:OOpm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method usea 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
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8:30 prefill 6
8 : 45 9 : 00 113-3/16 4.7 15 min
9:07 9 :22 it It of it of
9 : 27 9 : 42
Percolation rate = 4. 7 minutes per inch.
CEIR. 7#00627
PERCOLATION TEST DATA SHEET
Percolation test readinesmadebN S—P Testing, Inc. 7-21-95 8 : 46
on starting at
, m.
�„ P
Test hole location Lot 4,B 1 k.1,Rosch Add. , Hole number 10 ,Date hole was prepared 7—20—9 5
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
7-20-95 S: OOpm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method urea 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
8: 30 prefill 6
8 :46 9 : 01 2-11/16 5. 6 15 min
9 : 06 9 : 21 it of "
9 : 28 9 :43 "
Percolation rate = 5 . 6 minutes per inch.
CERT- 44000627
PERCOLATION TEST DATA SHEET
Percolation test readinesmadeb%, S—P Testing, Inc. 7-21-95 8 : 47 a.m.
on starting at p.m.
Test hole location LOt4,B1k.1,ROSCh Add. . Hole number 11 , Dateholewasprepared 7-20-95
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
Date and hour of initial water filling 7-20-95 S : OOpm 12
, Depth of initial water filling inches above hole bottom
Method urea 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
imeinterval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8: 30 prefill 6
8:47 9 :02 of4-5/8 3.2 15 min
9 : 05 9 : 20 If 4-3/8 3. 4 if "
9: 29 9 :44 4-3/16 3. 6 "
Percolation rate = 3 . 4 minutes per inch.
_ IR . n00o27
PERCOLATION TEST DATA SHEET
P:rcolationtest readinesmadeby S—P Testing, Inc. 7-21-95 8: 48 a.m.
on starting a( p.m.
Test hole location Lot 4,B 1 k. 1,Rosch Add, Hole number 12 , Date hole was prepared 7-20-95
Depth of hole button+ 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
7-20-95 5. 00pm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method urea 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
':imeinterval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8 :30 prefill 6
8 : 48 9:03 3-3/8 4.4 15 min
9 : 04 9: 19
9 : 30 9 :45 "
Percolation rate = 4 .4 minutes per inch.
PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CAP
LATERALS FABRIC PERFORATED LATERAL
��~+,' r•,� -.. GRASS COVER 6 INCHES
SANDY LOAM SOIL , ' '' ^+- ::;.Cii';'• TOPSOIL y
r' :' :LEAN SAND FILL
MAXIMUM SLOPE--
3 TO I
LAYER OF GEOTEXTILE LEAN ROCK t4
FABRIC OR 4-HVEHE3-OF '' ' y.�y� TOPSOIL ' V.
2�iz INCHES
,� PLOWED OR /. SLOPE
HAY COVER60 Y f�f , SUBSOIL —DISKED SURFACE
I / OR 2" ./ + CROSS SECTION A—A
PIPE FROM PUMP-� ,�
10
3 �' //• ,' /'j ,/ PUMPING 01
PtPE FROM
CLeAN DOCK ''�� r'� .r� DIVERSION FOR
SURFACE WATER w 1
6" TOPSOIL
— PERFORATED
? ��� — ti.� i'9•'/ �� MqX ' / f LATERALS
•C SLOPE ;!:'
Lea •. ',� ; ►•:,
saNp N � i
FILL B Op� LAY 16•, BED AREA
ROkEN lJR - ''` - - - • I J -
P 0
8 AT ~~ p - to to W a
AIF L :.. ' ; W . W I m —
R R
Ri4
LAYER — — _ -- .
_ 20Ioo ' I20
LAYOUT OF PERFORATED PIPE LATERALS FOR - INCHE I ; v#v ^•, INCHES
PRESSURE DISTRIBUTION IN MOUND —
DIKE _ MAX.FEE —DIKE
r PERFORATED PLASTIC PIPE _ MAX.
TOTAL WIDTH
PERFORATIONS SPACED 36- N SPpC�NG S ', `
END ON CENTER. PERFORATION RfpRAf10 I •
VIEW OR 1/..►Y BE a/,`,'/ar; ! ���ii PE PLAN VIEW
— 165
2"MANIFOLD END PERFORATION OF A PERFORATED LATERAL
' —Gross Cora
PIPE
. f'
PERFORATIONS ON BOTTOM Of •! .a_r� ,
PLASTIC PIPE
Topsoll
% �•�,% -•der s. , ..
la M of Go lea iobk IeHwr•
y -- (ALTERNATION E LOCATVO1ey Send loyw
Of PIPE FROM PUMP)
Z .A—M—At
p Nest
To INrltontolly
, p ►Mor Tip
ZENCAP aG► / v e/4 Mus Le"I 12'to Edge
FRpLof Rock Layer
O �Af Perlwjllone•Lowed at
FDaprE 2*PIPE FROM Clean Sand Layer Bottom o1 Lateral
pER PUMPING CHAMBER
^ter/�
livinot Sail nape.lyy ssormed
\ _�
900010 Placing Sand Loyr
• o
5.8 ,
REDWOOD, CEDAF� OR
WATER TIGHT Q LOCKABLE ELECTRIC BOX--,,, TREATED POST (4 x 4 m1n)
PLUGS OR ELECTRIC CONNECTIONS- --- __—ALLINSIDE T IC CONNECTIONS MADE
2' PVC CONDUIT SCHEDULE 80 BOX
6•SP�E LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED B LOCKED -f— SETTLEMENT
SEALED MANHOLE RINGS- FINAL,11111111GRADE
AT LEAST 12"
UNION BELOW GRADE
_ WIRE FROM POWER SUPPLY
-- PIPE IS LAID ON A UNIFORM SLOPE FROM
e��i11P STATION UP TO SOIL TREATMENT AREA
rrUUtttt 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
ELECTRICAL CIRCUIT—
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
-.S.TARL LLV MUST NOT RUN OVER ANY TANKS BUT
MUST BE LAID BESIDE OTHER TANKS
AND MUST BE PLACED IN CONDUIT
ALONG POST
SHUT_OFF I,EVEI�Q_ _ __ _ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RIJN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT- CONTACT.
000
Figure F-R
I
METAL
COVER
I •r'.• 1. � -'�'
I
Y
CONCRETE yt`
MANHOLE
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
1 � .
VERTICAL SIDEWALL SEPTIC TANK
/—FINISHED GRADE
AT LEAST 6'TO 12" SOIL AT LEAST
4" DIA. COVER 4' DIA.
1 AT LEAST I" AT LEAST 1"
MIDI f
DIMENSIONS FOR TANKS WITH VERTICAL SIDESA
WIDTH. W 24' MINIMUMLENGTH, L 2 TO3 TIMES THE WIDTH DIADEPTH, D 30' MINIMUM; T6' MAXIMUM C
EAST g 6_MINIMUM• 0.2 D MAXIMUM _ 6" _
C 1 04 0 I
— - -AT LEAST 4 FEET---
NoIrs:
1. SM411AIlY 1 EES AI Lf AST UNCIIES IN DIA/AF ifn 4. AW/1101 E WVE"S SI HILL nF.LOCAIED Will 11H 17 NDIES.
2. 11KTlf.SI IAI L UE ONE On IAOI IF.UAIS IDLES.2p•LEAST X IIIE AEANIKXE 14 WITI fN SIX IND ES OF 111E SWACE
DW..N.SK)NAWLOCAIFOWINIH6fEEt Of ALL TAPAK 11E 00vf111d151�5ECU[D70MEVCf11 ACCC5.4
WALLS. 6 SCPAl1A1 Lw DtSIANCEDLIIAEENF.NUa INETPIPF.AND
3. AN fisPEC DON PIPE OF AT LEAS[4 fA;IICS(UAW.1E11 NEAf1EST fVfll ON DAFCLE DLALL UE NOI.ESS MAN 6 HD ES
OnAMMXI0LESIMRELOCAIEDME110011,111EHLET on NOmoi IEDIAN 12NOIE&
NX)Oki ILL.ILX.VKYS.IHECEl11Ell LINE Or116:t1y'ECl04 6 f0nlgifLOt1IALCYLYMICAI.1MNtSDIMCIM..Kk1AIS0.I:D
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MARKS ,• ,
T— �?H" E ri y
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MET SCUM !_I OUTLET
Y 's•'r=�,OUTLET LEVEL
_..— SCUM CLEAR SPACE_ �I ;, CLEAN OUT TANK WHEN:
Ii — _ — __—� _ _ �'•Nc• _ �� —T 'k1 IS 3' OR LESS OR
'8 IS 12'OR LESS
is ,,.,_ _ __ '•Lf � Yi
BLACK COLOR
SLUDGE ;? DISTINGUISHES SLUDGE
LAYER FROM LIOUID
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 0 LE'ED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION L7
01 FOOTING i i MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREJWETLANDS
O 03 INSULATION 24/25 WOOD SURNER/FlREPLACE 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 S HINT. 21 COMPLAINT
tQ 07 DEMO--FINAL 15 SEPTIC IN 22 FOLLOW-UP
2 OB PLUMBING RI FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 38 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES_NO M
COMMENTS. ` I'l�Vl�/'
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING 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 tours in advance.473-7357
OwnedContractor
PC AF
Inspector.
White Copyllnspectoes FIM Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. cOM ETED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
Oi FOOTING 11 M ANICAL 1 16 EXCAV/GRADING/FIWNG
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 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 SEnQMAINT. 21 COMPLAINT
J
�Q 07 DEMO—FINALINST 22 FOLLOW-UP
= 09 PLUMBING RI FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 26 CEDAR SHINGLES 36 FOUNDATION REMOVAL
�
OWNER/CONTRACTOR TOO MEET YOV: YES_NO
o COMMENTS:
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d L ORK SATISFACTORY:PROCEED PROJECT COMPLETE
L'CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
CZI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ext in ection 24 hours in advance.473-7357
Owner/Contrac
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIM
CITY OF ORONO CALLED IN — / I
INSPECTION NOTICE SCHEDULED
PERMIT NO. knmpl TED
ADDRESS
OWNER CONTR. ?
TELEPHONE NO.
DESCRIPTION
Lij LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 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-UP 06 PROGRESS
~ 07 DEMO—SITE 27 21 COMPLAINT
J
�Q 07 DEMO—FINAL15 SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TQ MEE7OU:_YES N_O
R) COMMENTS:
W �—
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dXCORRECT
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W -: PROJECT COMPLETE
C WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY
W
O E,CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next'nspection 2,4poursp advance.473-7357
Owner/Contracto
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY NO CALLEDIN
INSPECTION NOTI SCHEDULED
PERMIT NO. Com LETED ✓L �"
ADDRESS
OWNER CONTR.
Ag 4e-
TELEPHONE NO.
DESCRIPTION
tL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILL ING
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
0 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 15jSETALLEPTIC22 FOLLOW-UP
09 PLUMBING RI FIN 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 8 CEDAR SHINGLES 36 FOUNDATION REMOVAL
OWNER/CONTRACTOR T MEET YOU:_YES._NO
COMMENTS:
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WL3CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
OU BEFORECOVERING 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/Contracto 0
Inspector.
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