HomeMy WebLinkAbout1993 - Septic System approval ... T J
Ai, ` CITY OF ORONO
6.----
VV®\ .. PTIC SYSTEM APPROVAL
„� Y CITY of ORONO
� ,,,,,,r,,,:::- ti Municipal Offices
�� � t ;� h. Post Office Box 66
,� ,IK .`4�CJ Crystal Bay,Minnesota 55323-0006
kE �H.O
LOCATION: 160 Wear Ln. N.
OWNER: Mark Supaala
GENERAL CONTRACTOR: Vintage B ui l de n&EPTIC CONTRACTOR:
SITE EVALUATOR: Koch ' s Soil Testing REPORT DATE: October 8, 1993
The City of Orono has Approved your on-site system design as of October 12, 1993
(approved-disapproved) (date)
with the following comments: A grinder station will be required to lift the
effluent from the basement to the first tanks . Also, extra care must be
taken to prevent compaction of the alternate site which is adjacent to the
primary site.
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORONO
By ter,•
'71- 1
Stephen feckman, On-site Systems Manager
TEL,EPIIONE-473-7357 • FAX-473-0510
Koch's Soil Testing
P.O. Box 81
Loretto, MN 55357
Vintage Builders Inc . Tel: (612) 479-2637 10/8/93
8401 73rd Ave. N
Suite 90
Irpls . Minn.
Job Site; Lot 1 , Blk 2 , Rolling Meadows Addition, Orono , Minn.
Percolation tests amd soil borings were done on the above lot
in 5/13/88 and on 11/29/90. It was determine that a mound system
would be needed on this lot due to the mottled soil levels
at 18-26 inches and the percolation rates were 72 min/in and 62. 7 min/in.
The City of Ororno requires that the minnimum depth to mottled soil
be at 54 inches and the maximum allowable perc. rate be 60 min/in.
before a standard,trench system can be installed .
v
The size of mound system needed for a 5 bedroom home ( based on 750
gal/day daily water useage and •a perc . rate 72 min/in. the sizing factors )
would be 92 ft. hong'-on the upslope, 128 ft. long on the downslope
and 62 ft. wide. The size of the rock bed needed would be 19 ft. wide
by 68 ft. long ( 680 sq. ft. ) or 37 tons of rock is needed .
See the enclosed design data for the specifications for the proposed
system.
This mound must be presssurized therefore a pump tank ( 1250 gallon)
and a pump( 50g.p.m.- 214 gal/cycle- 4 cyc ;es/day) must be installed .
An alarm system ( both a sound and a light alarm ) must be installed
in the house to indicate pump failure.
Two 1250 gallon sealed septic tanks must be installed , these tanks
should be pumped out evry 2-3 years .
every
Only clean wash sand should be used in this mound , therefore this
sand should be ♦:checked out by the local inspector to make sure it
meets the specifications .
All construction traffic must be kept off both sites to avoid
compaction of the soils which will result in ruining the sites.
Therefore both sites should be roped off by the builder.
Site Evaluator
Robert A Koch
elt31-47—Caleadt)
Robert KochMPCA Certified
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;iii} ..DET ON SITE Al ALL •"lMFS.
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11 Septio Tank Volume .2,2– 1o25---J '
1 - 1
iT • • U doll Cliaraterietioet
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1 Depth to thigh seasonal solo of beturetion level .
L •
1; Mottled Boil level 47 inohed
.. i . 2 Average Percolation Rate ' /z• G minVinah '
iN • - Deeply'itu tante 7 . min/inoh
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t• • 3 .Solt eitihd.faotor 0-g— pal. tt./ tPd
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1. 11 Lend Slope '4/ 0 7i •
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' ;• .. D Rook •Lprer t Treatment Area) Dimension •
•
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1 • 7S0 .
xe�le/day A O.UJ eq it / es' • . G 23 , e0 It,
of treatment area 11U X • 6 r(:) eq. its
2 d ft. vide x '68/ f!. lout
. J nock Volume hooded!
gG eq. tt. treatment area x G lt. depth of rook w
• _ --9
os'. yds. x 1 .11 • -,..37 Ton -f /0
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x Uvereli Dimenetone bt Ilvwtdt
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•
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•' ' Z • /10it. long IlOok length
its bid 81upe
� 3 'total laun area ///---Git. i G Z
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1 17/47��'au. add. .,� (C', ', 6 •
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a Pumping Tnnk Comity,
.
1 1 /�sc An.1 tank
! 01) ,1' Pltlt rate o �llltne�/ I.
/ eyole with at leant It eyulee/ti".
I s thin lnoludee dreiitlbnok ost ,uintiott
i '• (b) Honer', oeosoitr ,
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• rump !'allure
1 , •• !nett , Ewth 11 eowtd end e•li ht �.
LIMA.M.
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• 1 •1'eri'oraited itl;etribution lire• ,
1 1 / /�'E " Diameter
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r 2 lino+tl i't.
�& -' .9 -33
" porroreted boles Nonce it J_ N aper!;
I J SoLbnckel •
Tanks 26 lYorn properti Miro SZ�
I iroM veil Vlsrfill Min
I • Treatment Area:
t
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from propert) 1ine22A1
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:Worn ueli• 71 1'ro,A bt .i�.+.lt a z,
P from breed /G
7.
MOUND DESIGN WORKSHEET
' (For Flows up to 1200 gpd)
A. FLOW E&timatcd Sewage Flows in Gallons per day
Estimated 75 o gpd S&tic-i) (gad)
:urncer I
or measured x 1.3 = gpd• enxio rtta I Type 1 Type a Type m lve
2 300 223 1150
3 450 B. SEPTIC TANK LIQUID VOLUMES (SQ,-,eQszc,5-0,...,1)2,6) 300 218 am� ' , 3775 156
. "
- 4;2 5-6 gallons � l 6 900 725 332
7 1050 600 370s
8 1200 673 408 .a.•..
C. SOILS (refer to site evaluation)
1. Depth to restricting layer = /' inches (.1 - SepumgTore Grimm,.a Wu..
2. Depth of percolation tests = N..cer el Mun•.ss Law.t Lepel come!.M
inches B-e.-..1 Ca..ruy wimps dise...t
3. Percolation rate 'v. mpi 150 rtv
1>. 1000 ixo
4. Land slope . 0 % 15;r'9 %COZtlel
d..:9 ; ---
v
v y .
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 = Z
766-O gpd x 0.83 sq. ft./gpd =(,23 sq. ft. a IG'7c., = e$Q
2. Select width of rock layer (10 feet or less) = /o ft.
3. Length of rock layer = area width = Rock Sed
..(1?e) sq. ft. + /d ft. = Cv . ft. :,:; : :.:;: :\ : ..: )o 'Y '
• :�.:?.\.,......,.\•\.\.\.,........,�•]] I 1 t 510 ft.
E. ROCK VOLUME ► Length --
-- 1
1. Multiply rock area by rock depth to get cubic feet of rock; to g 9-
G,T
o sq. ft. x / ft. =“10 cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
(ago cu. ft. + 27 = a4 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
02 G cu. yd. x 1.4 ton/cu. yd. = 37 tons. 4- (G 626
F. ADSORPTION WIDTH ezAL)74'Ac/ri 60 - /Z•a Absorption Width Sizing Table
1. Percolation rate in top 12 inches of soil is 7e 2 mpi Pereatauon Rue Gallons Rauoor
in Minutes per Soil Tway' per day per Absorpooe
loch(y.1P1) square foot to Rock L
Wi.1l1
2. Select allowable soil loading rate from table; Faster than 0.1• coarsnt Sand -. _._
0• 2"47 gpd/ft2 0.1 to 5 Sand 1.20 1.00
0.1to5•• Fine Sand•• 0.60 Z00
6 to 15 Sandy Loam 0.79 1.52
16 to 30 Loam 0.60 2.00
31 t.45 Silt .• 0.70 7.40
3. Calculate adsorption width ratio by dividing rock layer - .tri:•+-r._ -
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ., Overt.0 as --.......'s „.�'-00
1.20 gpd/ft2+ O'ZYgpd/ft2 = S o 0 . •
121:1••••
Soul
Sou too coarse rot installation of a
standard system.
Sce 7080.0170 Subp 2.0.3,�7 age 26.
4. Multiply adsorption width ratio by rock layer width to get •- Soil having 30%or more of tine sand
plus verytine sand.
required adsorption widt <O width; •••S��ohe'
vyfor installation ofa
,� x Jo ft = , ft Sue 7080.0210 Subp S.A.page 33.
•
0/0-44...11.,•(")
pccn . .
G. DOWNSLOPE DIKE WIDTH ��S 3, G Q�
1. If landslope is 3% or more,subtract rock layer width from J v'
-,,,..
adsorption width to obtain minimum downslope dike toe
5 ) ft- /d ft = 4/G feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
.layer: Separation : 3 ft- t.5'-= I. Sfeet
b. Add depth of dean sand for separation (2a) y5 : I I root Cover /0
at upslope edge, depth of rock layer (1 foot) Si I r•ot ao .ed
to depth of cover (1 foot) to find the separationMin '': .-..: -.. ... •
mound height at the upslope ed a of rock -"Ill"
- "� Slope Difference:Q' et
gg U::"."ope Width
/, 5 ,ft + 1ft + 1ft = 3 Sfeet _hr._feet pork Bed Width
c. Enter table with landslope and upslo a dike ratio. _o_feet Downslope Width
Select dike multiplier of .- y6 . ,e/c1 feet
d. Multiply dike multiplier by upslope mound height ,s-P
to find upslope dike width: . x.3/ " /0).. feet -e. 7 ,a �.
e. Multiply rock layer width by landslopto determine drop
in elevation; Slope Difference
!o x •/ % + 100 = d-y feet
f. Add depth of dean sand for slope difference (2e) at
downslope edge, to the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
a;'-/ ft + 3.5- ft = 9 feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of 4/ 76 •
h. Multiply dike multiplier by downslope mound height(2f)
to get downslope dike width: 7G x3,9 = I? 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;
dia feet • 1 ?a 14L --)1
j. Total mound width is the sum of >
uo3laoe wlacn �
upslope dike (G.2e) width plus rock : ,__/Z re,t +.> , (iw y ci; Y
layer width (D.2) plus �� , . ":'
downslope dike width(G•2i), a wllooe wIatn . .. _ Lo31006 Oto:
re9c ,,,�� reef
+ + feet �,{;�
ft / ft a
ft Z .,..
Z
k. Total mound length is the sum of
f
• : ° '
'
»
,
upslope dike width (G•2e) plus rock layer ; < (°Wbwn ¢ J
t
i>'iG;:j;4..A: '. rra .x .0!i.:i
i:
length D3 plusupslope diked G ) . �
Gc�.. / /Z •ft + G ft + /Z ft - ?..P- feet : ::
3 ; tf ai
. Q7,.
6 p 4� "- A25,t
Total Lenycn AD g
Downslope L pslope It
�`'
3:1 4:1 3:1 6:1 7:1 3:1 Ll 3:1 6:t 7:1 Ll
%dope
0 3.0 4.0 3.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 IA
1 109 4.17 316 6.36 153 2.91 3.63 4.76 3.66 634 ' 7.41
2 3.19 433 3.54 6.82 1.14 163 3.70 4.34 336 6.14 4.90 •
3 230 3.61 732 6.66 2.75 337 433 3.01 Sro 6.19
3.41 4.7 423 7.69 1.72 261 4.17 434 3.46 6A6
333 5.03 667 157 1077 2.61 4.00 4.62 3.19 3.71
6 366 3.26 7.14 9.31 12.07 131 3.23 3.63 4.41 4.93 5.41
7 330 356 7.69 1034 13.73 • 2.4 3.12 • 3.70 4.23 4.70 3.13
6 3.93 3.66 633 1134 15.91 242 3.01 337 4.03 4.49 4.141
9 4.11 6.23 9.09 13.04 18.92 236 2.94 3.43 3.90 4.30 465
10 429 6.67 10.0 13.03 2333 3-31 2.66 313 3.73 4.12 4.44
11 4.41 7.14 11.11 17.66 30.43 2.26 276 313 3.61 3.93 4.26
12 444 7.69 1250 21.4.3 43.73 2.21 2.70 3.12 3.49 3.40 4.1
.
PUMP SELECTION PROCEDURE •.`
, Determine pump capacity: '
•
i• Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of
water use rate.
2. Maximum suggested for delivery to a drop box of a home system Is 2,700
gallons per hour(45 gpm) to prevent build-up of pressure in drop box.
3. Use value from design of pressure distribution system. /3-G ft - ,2,444-'"
SELELi w PUMP CAPACITY gpmI rape Le+tth l
B. Determine head requirements: Moir
1. Elevation difference between pump and point of discharge. Elevation Differ
/0 feet
2. If pumping to a pressure distribution system,add live feet for pressure i0 1A--
required at manifold
.I ,P-111b
3. Friction loss 1.3 inch 20 Melt 3.0
et pipe
a. Enter friction loss table with gpm and pipe diameter. t ��n
Read friction loss in feet per 100 feet from page F-18: - 10 0.69 0.20•
F.L a 6-'77 ft./100 ft of pipe • . •12 1.s 0.38
' b. Determine total pipe length from pump to discharge 16 1.63 0.48.
• point. Add 25 percent to pipe length for fitting 18 2..03 0.60
. loss,or use a fittingloss chart. E valent 20 3.77 . 1 0.
q� PiPQ' 23 3.73 1.11 0.
length-1.25 ipe length• 30 5.23 1.55 0.
timesx 1..25•- fig° feet 35 7.90 2.06 0.
c. Calculate total friction loss i n 45 11.01 264 0.
by multi p Yi 6 45 14.73 3. E O.
-friction loss in ft/100 ft by equivalent pe length. 0.
I
Total friction loss. '- � x /87 4100 u 7-' feet 35 • 4.76 0.
60
i 4. Total head required is the sum of elevation difference, 5.60 0.
i I I special head requirements,and total friction loss. -
I /0 + 5 + 7. 5---
• (1) (2) (3c)
•
TOTAL HEAD o��-5 feet
' ; C. Pump selectionb-7
1. A pump must be selected to deliver at least S gpm (Step A)with at least
�� t
5 feet of total head (Step B), net or ncstoan
f[ qW! t II Mt
D. Total Pumpout Volume ! soo sb tb
' 1. To maximize pump life select sump sin for S,to 5 pump operations per day. , ; ',°,,s° ��',,;
• 7 52) gpd+4 • /8 Y gallons per dose + 110 •eo 014
ro ' i2. Calculate drainback • to - so w
1. Determine total pipe length,/S feet. . a eros es ass
• 2. Determine liquid volume of pipe, /7,9 gallons per 100 feet. (see page F-18) F-18a
3. Multiply length by volumes Drainback quantity: I��1a11�taw�' Gwen, •
,i S2 feet x f 7y gallons/100 ft. .926 gallons. L,: ". - r
•Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback
percentage will decrease pump station efficiency slightly but pumping energy costs are 1.25
7.7
usually a relatively small part of the total household energy costs. ' 1.50
r �,� 10
3. Total ump out volume equals dose volume +drainback 2.5 24
lions per dose+ 26, gallons• ,7/cli Total Gallons 3 3E
'.144 , 4 6E
•
\ •-
• •.. •!. ,.-. .. �.M -:rr+rf.., _ �.. a-1 1M t!M
•
ENO PEAFORATICN OF A PEAFOPATED
PRESSURE Q(STRIBUTION SYSTEM
Gra.. Caere
1 l
1. Select number of perforated laterals --3 Taowux
-• • Laker of G.stenll. Fabric (or(cur
Lawny Sana Layer : Ince later el hay or aro"covered
2. Select perforation spacing = -_-3 feet. ;�, ` . ^"�'°"^
f i1 1- Peftaratloa OrIll.d Neruonlally
Ints Cap Neel 1.
3. Since perforations should not beplaced closer than 1 ft. to .Ptu. T ClLeer Iz•I. Edge
ikOrai^ FleI P.c►zr. {!'1y of Real Layr
the edge of the rock layer (see diagram), subtract 2 ft. from P•rfa.atlan..ucat.d of
the rock layer length. clan Sand L. eattem of Lateral
6v�J �///_7( /Origin Sall Praa.rfy Scarl Mod'
2 ft. -- `_-"_'_ feet. Wart Plaang Sand Layer
Rock layer length TABLE OF PERFORATION DISCHARGES IN GPM
f
4. Determine the number of spaces between perforations. Head Perforation diameter(inches)
Divide the length above by perk.- :).pscing and round 1ri ,i
down to nearest whole number.
' n
V „ j �� / 0s6 ��(---...____3.14:----) ;
1.5 0.69 0.90
Length perf. spacing .66 ft. +3 ft. = Q a- spaces ub 00.80.89 1.04
17
(3) (2) 3.0 0.98 123
5. Number of perforations is equal to one plus the number of 4.0 1.13 1.47
5.0 1.26 1.63
perforation spaces .
f ...Use 1.0 foot of head for residential systems.
!1 bUse Z0 feet of head for other establishm.-,
�07 spaces + 1 = J-3 perforationsilateral
6. Multiply perforations per lateral by number of laterals to11.25 inch.5 inch 1.1..iinu
Irrl ch 2.0 tech
get total number of perforations. 2S 14 18 2s
/ 3.0 13 17 26
v _ _ (p7 3.3 12 16 23
X perforations. 4.0 11 15 23
laterals perfs/lateral- p 5.0 10 14 22
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
9 6,7 JF x3 V -_�V gpm. � 0,0Ml
..,,, LOCOED .T or 27JK QSTTRR1
, aw STSTSY
8. If laterals are connected to header pipe as shown on upper
example, to select minimum required lateral diameter; enter -�"j••
table with perforation spacing and number of perforations y,,�
per lateral. Select minimum diameter for \,,----
perforated lateral = inches.
WWI Or..rr.n..rrr...r LAM..l en
n ..•r carte r: _y.p'.t
9. If perforated lateral system is attached to manifold pipe near ' �` ,�
the center, lower diagram, perforated lateral length and • -;.:r. -_.
,. L
number of perforations per lateral will be approximately one -����:�
half of that in step 8. Using these values, select minimum ..- '" ---"`, ,.•-�\
diameter for perforated lateral = ./ inches. \,----,.-
'
•
jV111r.. _. LCf_ t 4 v
. E-4
LAY1ER OF GEOTEXTILE LOAMY SAND CAP
FABRIC PERFORATED LATERAL
OCLEAN
GRASS COVER 6 INCHES
:. SAND FILL • immtritTOPSOIL d---
� SY -
MAXIMUM SLOPE ---a- p► '40' ,;; e . ,►
/O TO I
- o0 •
. , ,.1
TOPSOIL PLOWED 0 °/4 TO 2'/ROCK
f
•
• DISKED SUR'ACE '•�`'` I. SLOPE
• O SUBSOIL . ' A/ •
17
1
oy
CROSS SECTION A - A
S
f' 7` '¢ PIPE FROM (1 ?/i
a
PUMPING CHAMBER )..,1/1C)
V
3c Q
•
1 I •
I. PERFORATED 1
1 ' I r �c�a� G/ k
,
• LATERALS i I I � � � / .
47 -(/ • I � �
I 1 ' ,
' BED AREA � � 1�
Aik-
gag __-- ; 1 :• �a
•
•
� ' � � 6 J •
• : Y • 0 : o
i , z
►
• z 0 1 .
. INCHE i ta-`d' NCHE
' •• • I ; s H • •
yG P- L;_ _i ,_1 / I :-
DIKE JO FEET I DIKE
MAX.
TOTAL WIDTH
PLAN VIEW. ' *ti •
•
•
. i .
•
- _ - . '-.
- LAYOUT OF *PERFORATED PIPE LATERALS FOR • •
. - PRESSURE DISTRIBUTION IN MOUND
- PERFORAIIEL) PLASTIC ?PIPE
_ _ �� SP��JN� . •N
PERFORATIONS SPACED 30' 0'. 36'�/FO�VION
ON CENTER. PERFORATION x P
V EW SI 1 Y BE 3 16. ��32',•;'_1s'' t (-
0 �4 MAN I FOLD : -
PIPE
•
PERFORATIONS ON BOTTOM OF _ - Pic 1
• - PLASTIC PIPE _
:« — -_= ( LOCATION
iis: OF PIPE FROM PUMP) .•
- o
. ,. .. . .... . .7 /.s.-. a":,
- ��tSL •
s
END CAP 404 NN.42;:zz:z4 . .
_ i _ _ ' - - AfERAL
' /S
_ _-- _ G BF
_ .
: -._
-•
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ti. -
LENGt� _ . • _._
..
CEDA{� OR
WATER TIGHT & LOCKABLE ELECTRIC BOX _z--REDWOOD,TREATED POST (4 x 4 min) • '
• PLUGS OR ELECTRIC. CONNECTIONS /—NSVD ELECTRIC CONNECTIONS MADE
• 2 PVC CONDUIT SCHEDULE 80 —i— sz.A L Wr� E s
MANHOLE COVER CHAINED & LOCKED 6 SPACE I [ P &fOWER CORD FORSEALED MANHOLE RINGS MENT L,Jrry'• 1,z4 •
FINAL GRADE
r. 1 • AT LEAST 12" '.
- BELOW GRADE .P
- UNION-7 -
:, �—N...:ammo �� WIRE FROM POWER SUPPLY
. ... s1 . . PIPE IS LAID ON A UNIFORM SLOPE FROM
29,24/,-Q-, - PUMP STATION UP TO SOIL TREATMENT AREA
, � FA
, _ ._ 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 I/4 INCH WEEP HOLE MUST BE USED
- WITH ANCHOR WEEP HOLF
• ALARM FLOAT ON SEPARATE ' ,, 0
ELECTRICAL CIRCUIT c
. • NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
_START LEVEL ' ` ' MUST NOT RUN OVER ANY TANKS BUT
' —_ _ • MUST BE LAID BESIDE OTHER TANKS
3" AND MUST BE PLACED IN CONDUIT
00./)0.7
G L G POST ALONG ,
- SHUT—OFF LEVEL 4 ' , _ ELECTRICAL CORDS FROM PUMP AND
��. . . FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTR L FLOAT c CONTACT. -t
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650 P01 INGLESIDE LORETTO MN ph 499 1869
09/29/93 15: 13 $ 612 II535 5225
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DATE TIME
CITY OF ORONO CALLED IN "
INSPECTION NOTICE SCHEDULED o��
PERMIT NO. ! / COMPL TED /'
� ' /
ADDRESS /f a M
OWNER CONTR. L+J1 -v rsa \ C04
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
h02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS
/W
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
07 DEMO-FINAL 15 SEP TALL. 22 FOLLOW-UP
41 09 PLUMBING RI PTIC Fl 35 HARD COVER REMOVAL
10 MBING FINAL36 FOUNDATION/REMOVAL
YE
CONTRACTOR TO MEET YOU: S_NO
2 COMMENTS: —/I' ,t— Qoncc
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❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C 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 j e
Inspector. /! � jir
White Copy/Inspector's File Canary Copy/Site Notice