HomeMy WebLinkAbout1992-004728 - drainfield/tank replace ! 9 PERMIT
CITY OF ORONO PERMIT TYPE: SEWER h WA ER
1335 Brown Rd. South • P.O. Box 66 Permit Number: i 047'2:;
Crystal Bay, Minnesota 55323 Date Issued: 10/21/'�:
(612) 473-7357
SITE ADDRESS:
3-20 Tt IRNHAM RD
B
P. I .N. , 31-118-23-42-0013
i
DESCRIPTION:
Sewer & Water Pe:rrai t•' TType DRNFLD /OR TANK
Sewer & Water Work T'yp
e REPLACE EXISTING
Cd T v OF ORONO
FINAW. OFFICE
01 0V 50�00 #
22,22'12 '00N `•
41 &9 .50
CILF.11 TL, 4. 0
# IPT
1514 C01 R01T 2:44
101 1f9
REMARKS:
FEE SUMMARY:
Ease Fee $50.00
Surcharge ----------I-5Q
Total Fee $50.50
CONTRACTOR: - Applicant - OWNER:
BARFKNECHT EXCAVATING 59552:318 MENGE JOHN
9201 COUNTY RD 26 320 TURNHAM RD
MAPLE PLAINMN 55359 MAPLE PLAIN _ MN 55.35'
(612) 955-231,_� 475'-231'r
r
au� um � YaxW
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
APPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
General Instructions:
1. You may appy for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not valid until you receive a permit card.
3. Work must not begin unless the permit card is available on the job
site.
4. Permits will be issued only to contractors holding a City of Orono
Septic System Installer' s License.
5. All work must be done 'in accordance with the approved septic system
design. Design reports are not considered approved unless accompanied
by the "City of Orono Septic System Approval" cover sheet signed by
the City Inspector.
6. The following inspections will be required for all septic systems:
a) Pre-installation site inspection to include inspector, installer,
and general contractor.
b) Tank installation prior to covering.
c) Drainfield trench installation prior to covering. For mounds,
inspection is required after rough-up but prior to sand placement
(sand will be jar tested for silt content) , and again during
pressure distribution piping installation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verify that all pump station (where required) components are
functional and comply with codes.
7. Individual holding MPCA Installer Certificate shall be present during
installation. 24-hour notice is required for all inspections.
JOB SITE ADDRESS:
Occupancy Type: Residential_ Commercial Other
Owner' s Name: Phone: 3 7
Mailing Address: rF42..4, aell. City: Oauwa Zip: `j<^ r -
Septic Contractor' s Name: /� �F/C p0' �,�.� C %! Bus. Phone: C. 1
Mailing Address: cry g� City:M1/ -e rd- gi"K/ zip:
over -
:EPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
New Construction, Full System $100. 00 . . . . . . . . . .
Repair or Replace Existing System $50. 00. . . . . . . . . . . . .
0.50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMENT WITH THIS APPLICATION
:COTE: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate boxes.
Initial
1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will b installing the following:
�� A. Tanks: ' Precast Concrete _Other Manufacturer
Tank Capacities : 1) s' 2 ) // Gd_gal. 3 ) Wo gal.
B. Pump Station (if requir d)
Pump make & model ¢f /c�Rs/til i%� (attach pump curve &
literature) ; system design requires gpm at feet
of head. High water alarm make & model
Outside electrical work to be completed by _installer
4electrician _other Inside electrical work
must be completed by electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe Rock bed dimensions Z'N%
Drop Boxes Sand bed dimensions .'xQkl� '
Distribution Box Pressure Dist. Pipe Diam�TTT/ ��"
Manifold Pipe Diam.
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do all work in strict
accordance with the ordinances of the City and the regulations of the State
of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
Signature of Applicant: Date:
4PCA Certification No. : ) 23 Z
ITV OF ORONO Permit I
SEPTIC SYSTEM APPROVAL Fee $
Entered By
'The General Contractor will be given a copy of thisub-contractors. eport and is
SEPTIC SYSTEM
responsible for its distribution to all sub c
DESIGN IS NOT CONSIDERED AS APPROVED UNLESS TRIS SHEET IS ATTACHED.
LOCATION:
PHONE:
GENERAL CONTRACTOR:
PHONE:
SEPTIC CONTRACTOR:
� PHONE
OWNER:
❑ APPROVED
CONDITIONALLY APPROVED: (Note Changes Below)
COMMENTS:
P�
C S
approval TO of theAInspector (473 7357)• Call forto the pinsp ctibns 24 hoursroved plans and pinsadvance have prior
app
NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected
prior to and after system installation to avoid compaction of the natural soil.
ALL DRA.INFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must
l to pour
will not be
remain in place untiliDelartmentsiteahasgveria
ted
fiedthat primary footings
s
and alternate sitesnare
until the InspectionsP
adequately protected.
(cars, trucks, earth moving equipment, etc.)c is allowed
NO VEHICULAR TRAFFIC OF ANY RIND
within 20' of tested drainfield siteseither and all before cent rotste You could system cbesheld tliable Tfor
applies to the lot you are
damaging sites on neighboring lots.
VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIRLD SITES UNUSABLE.
Evidence of traffic on drainfield sites may be cause for revocation of building permits
Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued.
il
Date Approved By C �ty of Orono
PP
S-P TESTING,I G, I C. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
October 3 , 1991
John Mengie
320 Turnham Rd.
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances.
The soils on this site are SCS soils mapped - KkB - Kilkenny loam.
A seasonally high water table was located at 16" , 18" & 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 8.9
min/inch and are adequate for treating septic effluent.
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.
(Mercury floats are a good method) .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area.
CONT' D
John Mengie
320 Turnham Rd.
Orono
(2)
This site has an existing failing system due to a high water table,
with strong clay soils. The tanks consist of 2 tanks, one is
located south which is old and must be abandoned, pumped & filled
with soil . The 2nd tank is located east & may be used upon approval
by the local Inspector.
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 of into the septic tanks.
Garbage disposals are not recommended. Additives must not be used,
they may cause harmful damage to your septic system. Recommend
to pump your tank every year if you have 1 tank & every 2 years
if there are 2 tanks .
SIL
Steven B.2Schirmers
SBS/ds
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mc'C'C`.ED
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;'-' ,1 2•�0'«: �'S'-ot�f.`�-�1 L��••a� Sd '�Xt�TI?-1 U ,
• tS 1}?^cFCK. � m�1ST. SL- r-✓ tt5�r...� "`..
FYiIS:1NL L..0 4 Q¢-1b
' w�t.,.. J T•i s-CA-LL t r'1, S'�5<l<m .�
f7;tST1NV' �� PU-) T''41 -OC'
E LUWL. ,t SLS/L
TArdtS a 34•
CI�Lft ilt-Crl T�Y�T 4;t%u
� T .�P6rcr:,.t..n Tests „cote-_�- �
=. --
• \- ( ., Q�:.IS7;K� •1� ._ — --- li __ �' X�;tI 1,iGr;nyS -
\IrtRA►E l 1 5c.t •�T�— —4 E•E:cf i�icliC
9170tY"at-ir - 's y�.•.�•,`,� ' 1- �2 .` ` �o Wcle; This sysl m i5 !a be ccns!ruc!eJ to r. -_e.
i x _s,.a P on Cc r:,i ;enc,
1 Charjt,. r 7030 & .Local Ordirt;anc=
• !,�,r '_�f3S `�'3 Cilcck all underground uti2 it;.e;
E7.S STI IJ Is
c�. ire . MCOERTY
• xs�. G��R!-,c3� 77
S—f T ",-EST G MX
`l qp< CE i.vc--J -f:-! ^ f�, LL-
O' I n/ '/q
6'2 497- SSc
T—4-y- zv—
i r{ `
0
SET- BACKS
HOUSE 1 System-must ',e:
• Tank ao from praper'y !fines '
2.S: from wel's
from b'des.
Teo!mer,! Oreo _
'fro Ickes — streams
E_ASt' oa-ct� r L$AJ�C`(j- pig t p' s t Ae��y�e NOTE:Pov:er supply end sw�iches must be to:o'ed 1n a
�-owc 5T v cow II
Treatment area from property!nesIr z 10 1 ,yea'her proof.enciosjre ou'side the pump ng cl'cmber and manhole
M/.0 1��L5 min ►� ` 7 ',rom we's
Er-Le FILL- 0 from b!digs.
-7 from trees SOIL CORING ELEVATIONS
� i..
F-- min. I EL.-3f•y
grode � o TH. 2
Tank I I Tonk i 50_5 TH"3 EL.-��
I _Drop to Tank ( ; Irl PRESSURE D!STR!3UTION MOUND SYSTEM TH. 4 'L:--
min.
L:Min. l"to 8, L I Pumping TH. 5 EL
tJex.l"to4' P f' U`�S e-`�t,,`�!�r�} EI-EVATION at PROPOSED P'U4"P"JG
-
�, _ Chamber CH�,ti'.BER- c. 1.�o. 1 ?,.A V\ �-
4'-'Io 6 dio.pipe �� �� ws r. r� ��,, ��,,:�
SYSTEM DESIGN -MOUND
q %4 1$.t c."F�TL 0 ir-
TYPE--1- H BEDROOM Avera a percolation rate _�min./inch (des n.83s .ft treatment area pergal. of dai' sewn flow) r-`--'''
> > 9- Pe g q Pe � Y 9°
1 coo aol./day x.83sq.ft/gal.U- sq.ff.of treotment area +10% =-L-V) sq.ft. (= 10ft.width= •S S ft.length of bed area+side slope run oto I x�'height= `43 ft.x f Y ft.Town•area needed)
Clean rock needed- sq.ft.treatment area x LrlsA depth of rockH cu.ft=27= -Z 1 cu.yds.(3/4 oto 2 I/f dia. ,incudes 2"of rock above pipe)
Clean send fill below rock needed �2Z �cu.yds. approx. , sandy loom back fill 2� cu.yds.apprax., topsoil 6" Z cu.yd. �v�-
I c�ilStt "� -!O -1"OE So N,
Number of tanks required _D , Ist tank /00 gal. , 2nd tank/.4gal.m;n►m►ms PL%-" PL~"IFtoi�
Pumping chamber capacity- 25% of daily seNoge flow of�gal.=_L� gal.+reserve storage of 15 0�a1/BFrz.L-C.Q goi.+pipe bock drainage— PROPERTY OF
of go!./100lin.ft.of a "dio. supply pipe, lin.ft.needed 2 o gal i manifold I V go:./BOO lin ft of?- "dia.pipe,lhft.needed 7 , ?_gal.
total copocity needed0—,9 gal.(plus area for pump) u�_,-r- r-,,�r,.
Distribution pipe J-22dia. , C"�_lin ft., Lj�i "dia. perforations 3 L "apart
- Pump size )�a hp. (pumpoble capacity 1 55L gal. 4 cycles/day) u��c� 7' rt c-_-,:c t=om c� -D_��sc� 45?-_•C- ,A TESTING INS
Note When constructing bed , This Oreo should be shaped Note: Distance from Treatment area to neighboring vells—
Designed By
to divert run-off from entering treatment area. Dote Lb/�/5L , PH. 612-497-356E
'. MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW IstimatcJ Sewage Plows in Gallons f-Jay
Estimated gpd (see pages D-7 or 1-3,4,5) (Arid)
um her
or measured -- d x 1.5 = - - or Type t Tyly a TYN III Type
gpd 1lcdrmnia IV
2 300 225 180
B. SEPTIC TANK LIQUID VOLUMES 3 450 3M 219 a
4 (M 375 256 vtaue4
-j ono c) Pes allons (see pages C-3 or C-5) 5 750 450 294
g 6 900 525 312 It n 1•
7 1050 6(10 370
C. SOILS (refer to site evaluation) 9 1200 675 409 '��
1. Depth to restricting layer = / r'i-o a. inches ticylk Tan4 Gp.chkt in aallw,%
4
th
2. Depth of percolation tests = i inches kViro r ss Mininmm t�yu,J l.i renes:r rismal
Ikvlrrr,ms Cr,,aci �rl+rpe Ji. wl
3. Percolation rate <re, .cr m i 2orkss 750 1125P 3or4 1011
// �s� 4 nr 6 15(r) 22311
4. Land slope fc� /eD % 7.M or q 2lsM) NKK)
ever q ...••
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 = ,
o o gpd x 0.83 sq. f t./gpd = t4t,, sq. f t.+)n'?o
2. Select width of rock layer (10 feet or less) _ _ /o ft.
3. Length of rock layer = Area Width =
sq. ft. + ;o f t. = S ft. Rock Bed
•' 1lridth s10 ft.
E. ROCK VOLUME .'Length
.• t
1. Multiply rock area by rock depth to get cubic feet of rock;
t
,LL2 sq. ft. x z:.EL ft. =,21 cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to bet cubic yards;
-L,2u cu. ft. + 27= :.) 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.
I
F. ADSORPTION WIDTH % L A-LN LO 0-1
1. Percolation rate in top 12 inches of soil is mpi Ah."irPtion Width 5izior Table I
PcrcolalionRaw Gallons 1ta10Or
2. Select allowable soil loading rate from table on page E-; in Minatts per Soil Texture lx r dny rer Abcorptlnn widdh I
Ll 2 Inch(MF'i j square rUo1 to ILL•ek Layer
s gpd/ft I
3. Calculate adsorption width ratio by dividing rock layer Fwue,Own 0.1•I OmmeSusul
0.1 to 5 smut 1.20 1.00
loading rate of 1.20 gpd/fF by allowable soil loading rate; 0.1 toy" i's- Sand*1 0.60 20) �
610 15 Sandy Loan 0.79 1.52
1.20 gpd/ft2+ �i s'gpd/ft2= `� ��� I6 to 10 Loam 0.6.0 2.1x, !
31 o41 Silt Loam 0.'0 2.40
Check this value on ape E-76. -461o60 clay Loatn 0.45 2.67
page 60 In 120 clay0.24 5.00
4. Multiply adsorption width ratio by rock layer width to get SlowerIhan Clay ..... .-• I
required adsorption width;
-.� 'v).x to ft 2-L2 ft
I
G. DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for
absorption:
_o ft =�_ feet
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at'upslope edge of rock
layer: Separation 1, feet
b. Multiply rock layer width by landslope to determine drop tk"c-
in elevation; Slope Difference tl.•�-�+
)o x 6 %-f- 100 = . (, feet
Updsp.WM%A
c. Add depth of clean sand depth of clean sand for -&» -� -b«56p Mff �*
a.&M W
separation at upslope edge (2a) to depth of rock layer to -
rock depth and the depth of cover to find the total mound
height
height at upslope edge of rock layer;
LS' ft + 1 ft + 1 ft = 3. feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3 . -.j
e. Multiply dike multiplier by upslope mound height .
to get upslope dike width: a,_; x = _I I feet
f. Add the depth of slope difference (2b) to the upsl;pe
height to get the downslope height
3, .5 + . c, = y . 1 feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
Select dike multiplier of S-
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 4. I x C.%L = aa, feet
i. Compare the values of step G.1 and Step G.21. Select the
greater of the two values as the downslope dike width;
a feet
j. Total mound width is the sum of upslope dike Rock died W dW;•I:r,).--
width plus rock la
oc layer width plus downslope �'`' ''�'�"•�` '
dike width; KKk lkd t.eng h
J.l-. 10 3_ft :feet upsl°rbik`ew;dtti_'iL' UpslopcDike Width
t�
k. Total mound length is the sum of upslope
g
dike width plus rock layer length plus
1�Wns1°pe''txke'w
P ldth
P Y g
upslope dike width;
► ► ft + s_ ft + - ft = -)2 feet
_ Total Length_2
Oowns opc Uiopc
3:1 4:1 S:1 6:1 7:1 3:1 4:1 sa &1 7:1 8:1
%dope
0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3M 4.17 5.26 6.38 7.53 2.91 US 4.76 5.FA 6.54 7.41
2 3.19 4.15 S.56 6.82 8.14 2.113 3.70 4.54. S.36 6.14 6.90
3 330 4.5.4 S.88 7.32 6.86 2.75 3S7 4.35 SA 5.79 6.45
4 3.41 4.76 6.25 7.89 072 2.68 3.45 4.17 4.M 5.46 6.06
5 353 5.00 6.67 8.S7 10.77 2.61 3.33 4.00 4.62 5.19 5.71
-6 ___ . ... 3.66- - Ci:26� _- 7.14 9.18 12.07 2.54, 3.KS 4.41 4.93 5.41
7 3A0 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 S.13
8 3.95 5.88 8.33 1153 15.91 2.42 3.03 3S7 4A 4.49 4.88
9 4.11 6.25 9.09 13.01 18.92 2.36 2.94 3.45 3.00 4.30 4.65
10 4.29 6.67 10.0 1500 :::3 2.31 2.86 333 3.75 4.12 4.44
11 4.48 7.14 11.11 17.65 3043 2.26 2.78 3.23 3.61 3.95 416
12 469 7.69 1750 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution END PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of ,-&aee cover
water use rate. ' . -r-�
Topsoil y°.
2. Maximum suggested for delivery to a drop box of a home system is 2,700r. x- --_
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. LoornY send I V*r kWhInv*r ofehertelt strew towed
emh rr0 resin pop")
r all` Mrlorolion Orlllyd l4orteentell
Pressure Distribution ` W Inge c p floor yap y
3. a. Select number of perforated laterals 3 %•Plat , �c;�-At Matt 12.1.Cade
b. Select perforation spacing tQLom trld_!e e+ Hoch Layer
r" P O= f t• P.rturoliont Located of
c. Subtract 2 ft. from the rock layer length. clean sand Layer Bottom of Lateral
« Layer
, n� -2 ft.= .r-_ ft.
Orlalnol Sell Properly Scordled
d. Determine the number of spaces between perforations. Bolero Placing Sand Layer
Length perf.spacing=_c S ft.+ ft.= I ) spaces TABLE U PLRVORATION DISCHARCL•S 1N CPM
C. M spaces+ 1 =_IV perforations/lateral
f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches)
get total number of perforations.
xSy perforations.
oleo a erre lrrel-
1.03 0.56 0.74
g. reef' x ti?J = y D gpm. 1 ' 0.69 0.90
2.Ob 0.80 1.04
2.5 0.89 1.17
SELECTED PUMP CAPACITY0 m 3.0 0.98 1.28
�-�p 4.0 1.13 1.47
5.0 1.26 1.65
B.Determine head requirements:
1. Elevation difference between and tot of dis:liar e. allse 1.0 foot of head for residential systems.
pump P Pn g blise 2.0 feet of head for other establishments
1 t, feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
b feet
3. Friction loss Pipe Length
a. Enter friction loss table with gpm and pipe diameter. I Point of Discharge
Read friction loss in feet per 100 feet from table. "
F.L.= D.•LL I ft./100 ft of pipe Differenceb. Determine total pipe length from pump to discharge Ey__�Elcvakinn
mp �y
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch
a 0 <"' x 1.25= ?•S L, feet spm Friction leas Per 100 n of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= 0 . 1- x a.S(' +100= I feet 14 1.28 0.38
4. Total head required is the sum of elevation difference, 16 1.63 0.48
18 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
25 3.73 1.11 0.16
/ + S' +�_ 30 5.23 1.55 0.23
(1) (2) (30 35 7.90 2.06 0.30
40 11.07 2.64 0.39
45 14.73 3.280.48
TOTAL HEAD feet 50 3.99, 0.58
55 4.76 0.70
60 5.60 0.82
Pump selection
t. A pump must be selected to deliver at least 14• gpm (Step A)
with at least ').'1 feet of total head (Step B).
IJ-IJ
CL•'RTIPICATION $ OOG27 Loci:, of Soil Borings
Location or Project John Mengie, 320 Turnham Rd. , Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 9-26-91
Classifiction System: AASHO USDA-SCS X ; Unified Other
Auger used (check two) : 11and X , or Power , Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 96 .4 feet Surface elevation 96A
0 - 0 -
Topsoil dark brown Topsoil dark brown
loam 0 - 10" loam
1 - 0 - 11211 1 -
Brown clay loam
Brown clay loam 10" - 1-1/2 '-MOTTLING
Ol ve1_1/2, - 2 ' bro�►n clay
2 - 1 ' 2" - 2 ' 2"-MOTTLING 2 _ oLam
Olive brown clay loam R ty 2 ' - 2' 4" sTJJ Veclaowyo m
21211
_ 218"
Rusty olive brown clay loam Rusty olive gray
3 - 2 ' 8" - 3 ' 2" 3 - silty clay loam
Rusty3 ' 2" - 318" soan�ye4 It 2 4 - 311011
It
Rusty olive brown sandy
4 - 3 ' 8" - 4 ' 2" loam 4 - Rusty olive gray
Rusty olive brown loam w/ silty loam
5 - 4 ' 2" 5 ' sil ysl8am 5 - 3 ' 10" 5 '
6 - 6 -
i
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 51 feet.
Standing water table: Standing. water table:
present at 4' feet of depth, present at 21 feet of depth,
23 hours after boring. 23 hours aftec boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at duo feet of depth. Observed at tCd feet of depth.
Not present in hole Not present in hole
Comments : Comments :
• I,-13
C04TIPICATION # 00627 Logs- of Soil Boring
Location or Project John Mengie, 320 Turnham Rd. , Orono
Borinys made by S-P 'resting, Inc . Steve Schirmers Date 9-26-91
Classifiction System: AASf1U USDA-SCS X Unified Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number
in in
feet Surface elevation 95. 0 feet Surface elevation
0 - 0 -
Topsoil very dark
brown loam
1 - 1 -
0 - 1' 4"-MOTTLING
Dark 1 ' 4" - 1 ' 8" brQoamclay
2 ..- 2
Rusty olive gray
clay loam
3 - 3 -
11811 - 311011
4 - 4 -
Rusty olive gray
silty loam
3 ' 10" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8
End of boring at 5 ' feet. End of boring at feet.
Standing water table: Standing water table:
present at 2 ' feet of depth, present at feet of depth,
23 hours after boring. hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 114" feet c depth. Observed at feet of depth.
Not pres-nt in hole Not present in hole
Comments : Comments :
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 9-27-91 starting at 1:08 ,r'""nn,L
Wart)
Test hole location 320 Turnham Rd. Hole number 1 ,Date hole was prepared 9-26-91
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
2
Depth of gravel in bottom of hole inches
9-26-91 2 : OOpm 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
• 12 : 58 prefill 6
1: 08 1 : 38 of5-1/4 5. 6 30 min
1: 43 2 : 13 of 5 6.0 " of
2: 14 2: 44 4-3/4 6. 3 "
i
Percolation rate = 6 .0 minutes per inch.
CERT. #100627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 9-27-91 starting at- 1:.09 �a-m,..
320 Turnham Rd. (date)Test hole location ,Hole number 2 ,Date hole was prepared 9-26-:91
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 K n i f e
Depth of gravel in bottom of hole 2 inches
9-26-91 2:00pm 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 A„tnm;;t].c s iphnn '
Maximum water depth above hole bottom during test 6 inches; -
i
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks '
minutes inches level,inches minutes per
inch
water em n n test hole
: 0 : 39 6 2-1/8 14.1 30 min
2 : 12 ° to 0 0 0
n o n o n
I
Percolation rate = 14. 1 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, .m. :
Percolation test readings made by- �3, Inc.InC. on 9-27-91 startingat 1: 10 ,.+r',„-�
320 Turnham Rd. 3 id��"'
Test hole location ,Hole number ,Date hole was prcpare(t 9-26-91
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil very dark brown loam
Method of scratching sidewall Kn i_f P
Depth of gravel in bottom of hole 2 inches
9-26-91 2. 00p 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 n Lit oma t].C• s i sab on
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
12 : 58 Rrefill
1:41 2 : 11 If of it
i
1
Percolation rate = 6.6 minutes per inch.
PER;=ORATED
LATERALS
.
- SANDY LOAM -SOIL
LAYER OF STRAW OR M2,
MARSH HAY COVERED
WITH RED ROSIN PAPER
y2 `OR 2
PIPE F-ROM PUM-P
J
4 �
3Z N_ 2 ,/
CLEAN BOCK ,.'' v DIVERSION. - FOR
NOTES= SURFACE WATER
TO P S O I L ' ,! -` = e1' j �j :1. SELECT DIS CETTAnO�N possIBLE FOR THE MOUND
/ ACKHOE RAKER TM
2 REMOVE THIS ONLY IF.THE MOISTURE
ROUGHEN THE SDE. 6 INCHES DEEP DO
- - i CONTENT IS LESS THAN THE PLASTIC LIMIT t501L IS PLASTIC IF IT CAN BE Ii01ED
►, '• ` J IND AN 'A INCH WIRFJ.DO NOT REMOVE ANY OF THE SURFACE SOIL. MOUND
.:•' .ti' ` // .` PERFORMANCE ON CLAY SOIL DEPENDS ON EXTREME CARE TO PREVENT COMPACTION
AND ION EOuIOPMEMT AND 00NG OF THE�NOTICpP15TRUCTT NG CONSTRUCTION.DO NOT USE HEArY -
MOUND WHEN THE CLAY SOI
Jr- IN A PLASTIC CONDITION.
'. C) 'i USE ONLY TRACK-TYPE EDUIPMENT FOR CONSTRUCTING THE MOUND SO AS NOT
/ - �- ff�• Tp GDMPAIT THE ORIGINAL SOIL
_` /
MAXI
I' / NG PERCOLA
4. THERE
RATETNO AT TI N 120 OF
NU�TENS PER INCIFlILLA D1 NO FASSTER TT44NN 5
�.
r• - �� o i:' �`i ��_ 1, ' - '•.•/� MINUTES PER INCH.BEFORE PLACING lIE LAYER OF C<FAPd SAP10•
_ .K . :.
K'�- i, :• r• /' ;' S THE 12 INCH LAYER OF CLEAN SAND IS PART OF THE MQUPO COP67RucnoN.SAND
/o S IS CONSIDERED CLEAN IF IT CAN PISS THErT wR TEST FOR CONCRETE slw0
CLF _ w - �� ' r: •, ROCK 8FD MUST tE
�OPF TME TOP OF THE aEAN SAND LAYER AND THE TDP of THE
` ::"� \•fir J 4/ �� 1•: CONSTRUCTED LEVEL
SAND AF Vi i' '"' 3 i DISTRIBUTION PIPES ARE 04-INCH DIAMETER SPACED 40 INCHES ON CENTER
'�� SOD
` -v,: _4 PND LDNNE= TO A MANIFOLD IN THE CENTER OF THE ROCK BED. PIPES HONE
�' ::.
Y �� v -! "-a.:Y� .'. /-INCH PERFORATIONS DRILLED EVERY 36 INCH
AND POINTING DOWNWARD.
-.. U%E A NEW DRILL BIT TO AVOID BURRS INSIDE THE PIPE-
NINE ER ' _ = '.':a NINE INCHES OF ROCK ARE PLACED UNDER THE PERFORATED LATERALS AND 2
INCHES ABOVE FOR A TOTAL ROCK DEPTH OF 12 INCHES.
Up � ` SL THE ROCK IS FIRST COVERED WITH A LAYER OF HAY OR STRAW WHICH IS THEM
N� _s COVERED WITH A LAYER OF RED ROSIN PAPER LAPPED 6 INCHES AT THE SEAMS.
. �`` Lq 10-AT etc INO4•5 OF LOAMY SAND SHOULD BE PLACED OVER THE TDP OF THE
6ARRJ`Rp I'I1. ACK BE LAYER of TDP 501E SHOULD BE PLACED OVER THE ENURE MOUND SO
���� SHED
'112. CROWN THE SOILAVER AT LEASTTHAT A GRASS COVER CAN 13E 6INNCHES IN THE CENTER OF THE MOUND
ABOVE THE ROCK LAYER SO THAT HEAVY RAIN WILL RUN OFF
11 SIDE 5 HE DIKES
SHOULD 13ENO STEEPER THAN 4-1 ON CLAY SOILS
AND
3SANDY
M- L3i;.DEPE DS ON THE AMOYNZOF"DAILY
SE - $).
15. MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABLE
VALUES.
.16. MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE
ADEOUATE TO OVERCOME ELEVATION DIFFERENCE,FRICTION LOSS PLUS 5 FEET
FOR PERFORATED LATERALS.
E-4
LAYER OF GEOTEXTILE LOAMY SAND CAP
FABRIC • PERFORATED LATERAL
GRASS COVER 6 INCHES
CLEAN SAND FILL TOPSOIL
MAXIMUM SLOPE °
3 TO I
'V TOPSOIL3/ CLEAN ROCK 4"
PLOWED OR a TO 21/2 INCHES , SLOPE
DISKED SURFACE ,
�- SUBSOIL .
CROSS SECTION A - A
PIPE FROM
PUMPING CHAMBER
777
~ W 11
X
O
PERFORATED
• LATERALS i
; III •
BED AREA
-- I Z
A I i W i W i I m A
= 1 V
? ; Z
20 I o o 20
INCHES I �' V INCHES _
DIKE 0 FEET—DIKE—
MAX. -
TOTAL
EET_DIKEMAX. .TOTAL WIDTH \
PLAN VIEW
-LAYOUT- OF PERFORATED FIFE LATERALS FOR
P=RESSURE DISTRIEUTIOJ IN fJCLt�D
,r— F`RFOPATED PLASTIC PIPE
01
FERFOR:T(ONS SPACED 30 OR 36
END t CN CENTER. PERFORATION ' pC�F0F;_i lG
SIZE t';Y 6E 3/►s'; 7/32;
y I E VI OR N/4" 16
MANIFOLD
PIPE
PERFORATIONS Oi� BOTTOM OF ''=``t'
FL,''SoTiC FIFE
(ALTERNATE' LOCATION
t OF PIPE• FRONT PUMP)
END CAP 10, ferAL
L.A
F�
PIPE FROM
OF FE
f ��J�D PUMPING CHAMBER
LEh'G��
END PERFORATION OF A PERFORATED LATERAL . .
- Grass Cover
- - �- - . . /' - - - - -
Topsoil
p /
:`: • . . Layer of Geotextiie Fabric (or layer
Loam Sand Layer
y of hay or straw covered with red
rosin aper)
.c c• .c . , C, C c,4.fc'c4 C.
Perfor ted Lateral Perforation Drilled Horizontally
<t<<<.4 << into C.
Cap Gear Top
C-P C
G' c•
c c: `_C
«.3/4t PIuS �<< At Least 12" to Edge
*Drain Field Rock_�G . • C oCC, f Rock • Layer
•= •
Perforations Located at
' Clean Sand La er Bottom of Lateral
y
Original Soil Properly Scarified
r
Before Placing Sand Layer
_ REDWOOD, CEDAROR
WATER ~TIGHT & LOCKABLE ELECTRIC BOX TREATED POST 4 x 4 mIn)
PLUGS OR ELECTRIC CONNECTIONS NSI E BOX IC CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE SO -t-
- 6"SPACE SETTLEMENT LOOP ER CORD FOR
MANHOLE COVER CHAINED a LOCKED T_
SEALED MANHOLE RINGS FINAL GRADE
AT LEAST 12°
UNION - BELOW GRADE
`'VIRE FROM POWER SUPPLY
' PIPE IS LAID ON A UNIFORM SLOPE FROM
t PUMP STATION UP TO SOIL TREATMENT AREA
. _ f
FOR 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
START LEVEL 'K7 _ MUST NOT RUN OVER-ANY TANKS BUT
MUST BE LAID BESIDE- OTHER TANKS
AND MUST BE .PLACED IN CONDUIT
ALONG POST
SHUT-OFF LEVELS — ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT.
• V
PENCIL
- - - MARKS ,....
• -=y.l=_• ..' 1 -{{{"'�,, '"_may_ •�
4 rlt YII*.
MANHOLE
INLET r=``� SCUM �_��3's�� t" �; OUTLET
ly =;,ter=;OUTLET LEVEL
SCUM CLEAR SPACE _ �' ;; CLEAN OUT TANK WHEN:
"A' I S 3" OR LESS OR
'— — B" IS 12" OR LESS
B
• _ BLACK COLOR
y/ DISTINGUISHES SLUDGE
,.:,..: SLUDGE LAYER FROM LIQUID
n
` • �/ w
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
DAT
CITY OF ORONO 01P I
1PI CALLED IN TIME 5�c7
INSPECTION NOTICE SCHEDULED W- /D :30
PERMIT NO. �� COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
44 01 FOOTING 11 MECHANICAL RI 16WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 3
Q 05 FINAL 13 METER SET/TURN ON CT
07 DEMO—SITE 14 SEWER HOOK-UP O6 PR KESS
07 DEMO—FINAL 27 SEPTIC MAIINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTI 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FF�L
OWNER/CONTRACTOR TO MEET YOP: /YES_NO
y COMMENTS: -S4
W
77
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W /WO RK SATISFACTORY.PROCEED ❑PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTORk
17 CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor
Inspector.
;t_6�
White Copyllnspectoes File Canary Copy/Site Notice
pDATE TIME
CITY OF ORONO CALLED IN o
INSPECTION NOTICE �11A SCHEDULED
PERMIT NO. COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION _ � gt::k &bj
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI15�SEA�STA 22 FOLLOW-UP
10 PLUMBING FINAL 23
OWNER/CONTRACTOR TO MEET YOU _
COMMENTS:
cc
0
a
QC
0
W
ac
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2
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UWORK SATISFACTORY:PROCEED ElPROJECT COMPLETE
W/❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. D 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 o si
Inspector.
White Copynnspectoes File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN �_,?
INSPECTION NOTICE �� SCHEDULED 3�'
PERMIT NO. COMPLETED I�
ADDRESS
OWNER_ �> CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Q
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
i 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC F L
OWNER/CONTRACTOR TO MEET YOU- YES_NO
COMMENTS:
0. /
a
470
CC A
d � i a
CCW
f2
2
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/WORK SATISFACTORY.PROCEED El PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. F PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
" CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor n rite: "
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE _� TME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETE L►
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 16 EXCAVIGRADINGIFILLING
CO03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
O
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPSTAL 22 FOLLOW-UP
v 10 PLUMBING FINAL 2 EP IC F
OWNER/CONTRACTOR TO MEET YO :_ ES
COMMENTS: 'G-
�
J
LU
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cc
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W
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W
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Lai ❑WORK SATISFACTORY:PROCEEDROJECT COMPLETE
CC /P
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
C'
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473'7357
Owner/Contractor
Inspector.
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DATE/ TIME
CITY OF ORONO CALLED IN �9 r
INSPECTION NOTICE SCHEDULED
PERMIT N0. 12172Y COMPLETED '
ADDRESS
OWNE CONTR,.����iz��.»�
TELEPHONE 0. l7
DESCRIPTION
01 FOOTING &// T7 MECHANICAL RI 18 EXCAWGRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Q
04 WALL BD. 12 WATE 17 SITE INSPECTION
Z 05 FINAL EWER 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J r
tQ j07 DEMO--FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONMCTOR TO MEET YOU:_YES_NO
C"' COMMENTS:oc
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WE WORK SATISFACTORY:PROCEED PROJECT COMPLETE
ac ❑C RECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
ORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. rr PHOTO TAKEN
INSPECTOR WILL RETURN
EJSTOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContraCT s�:
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