HomeMy WebLinkAbout1996-007851 - replacement system — -
PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: ' WE h & WATERCrystal Bay, Minnesota 55323 ''i}f =°-
(612) 473-7357 Date Issued: 04/17/9R
SITE ADDRESS:
4045 WATERTOWN RD
P. I . N . : 31-118-23-41 -0003
DESCRIPTION:
REPLACEMENT SYSTEM
Sewer & Water Permit. Type NEW SEPTIC SYSTE
Sewer t Water Work Type RES IDFNCF
REMARKS:
FEE SUMMARY:
Base Fee $100 . 00
Surcharge A !:t1
Total Fee $100. 50
CONTRACTOR: - Applicant - OWNER:
PE:T ER:M;HN ELMEP _T CO 54718151 F EL4_-ENE.EF(E4 PEG
5921 DAGUE AVE SE 4045 WATERTOWN RD
tiN F.532 ORONO MN _ _ 9
�,i I ANO MN ��:�_c`
(612) 471-8151
THE UNDERSIGNED HEREBY REQUESTS PERMISSION' TO MAKE THE REAL IMPROVEMENTS
C:
SPEI F I ED-AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF
ORONO ORDINANCES AND 'STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
L_
C� �� (ems)
APPLICA ERMITEE SIGNATURE ISSUED BY:SIGNATURE
,
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION.
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
4045 Watertown Road
JOB SITE ADDRESS:
Occupancy Type: Residential X Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Greg Kellenberger
Owner's Name: Phone Number:
Mailing Address: City: Zip:
Contractor's Nam Elmer J. Peterson Phone Number: 471 -81 51
Mailing Address: e'921 Da Ave City: Delano Zip:
55328
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior 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.
t
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: , 3 Precast Concrete Other Manufacturer
Tank Capacities: 1) in) gal. 2) /an gal. 3)%p gal.
B. Pump Station (if required)
Pump make & model ,B/tee niiiy e/ </O (attach pump curve &
literature); system design require .e, gpm at v,>, 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. Treatment System:
Trenches: s.f. X Mound
Depth of rock below pipe " Rock bed dimensions /p 'x 5,,S'
Drop Boxes Sand bed dimensions'/ 'x '
Distribution Box Pressure Dist. Pipe Diam. / / "
Maniford Pipe Diam. c "
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.
I�
SignatureofApplicant7---,,,,_7
�`e �� Date: of 7 7 /9,6
MPCA Certification 0e9
Staff Review: Appro 2a1 Denial
�� 7'
Reviewer: ,10. /, ..,? /, Date: /`�
Reason for Denial:
______ ,, 'i,',`--i;,i:t
;''�� „� CITY OF ORONO
k
//�:, ` �'^ SEPTIC SYS'T'EM APPROVAL
CITY of ORONO
1 +.,i�RR��'.5- .4' 10\‘'� t,tunlclilat Offices
�' + •,�t. ,,.d/ Post Qlrice Box 66
G�(\\
� �(� Crystal Bay,Minnesota 55323-0066 •
ftsao
4045 Watertown Rd.
LOCATION:
OWNER: Greg Kellenberger
GENERAL, CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing REPORT DATE: September 18, 1995
The City of Orono has Approved your on-site system design as of November 2, 1995
(approved-disapproved) (date)
e
with the. folio vwg comments: .�n ��
55'
:72i0E
D—
T IIIS 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 DRAIN FIELD 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 drainfielci 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 pi: y.
A site copy will be available at the City Offices for the septic contractor. ai
CITY OI' )N i4t........„..v
By . _ C
Stephen W c,(man, On-site Systems Manager
'rELEt'1I'/NE-473-7357 • FAX-473-0510
,:P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
• 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
September 18 , 1995
Greg Kellenberger
4045 Watertown Rd. Th
Orono, Henn. Co. , MN1. cr
•
This site has an existing Non-Conforming On-Site Sewage Treatment
System which was not found but the soils are mottled (seasonally
saturated) less than 3 ' below the ground surface in all possible
areas for a system. When the house is reconstucted, follow the
supply line from the home to the existing tank or tanks & abandon,
pump & fill with soil .
This On-Site Sewage Treatment System is Designed for a Type 1, four
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 (mottled soil) was found at 14" to 22" below the ground
surface. Due to the seasonally high water table, a Pressurized
Mound System will need to be installed to treat septic effluent.
The proposed sites are on approximately 6% to 8% slope & will need
approval from the city Inspector for over 6% . This is the only
area available for an On-Site Sewage Treatment System which is
undisturbed or has mottled soil greater tahn 1.2" below the ground
surface.
The soils at a depth of 12" have a percolation rate averaging
5.4 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.
CONT' D
f 1
4045 Watertown Rd.
Orono
(2)
All neighboring wells are located greater than 75 ' away from the
proposed treatment area. The well on this site will be greater
than 50 ' away & will also need approval from the city 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 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
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^C." ._"T.IONS AS NOTED
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r) :'Sop cx1SS\.-k k, wUA.- 6 Perce!ation T
��-ioo,aa XGiI Boring's( -0-Bench Mor k
Note: This syste
_ - the Minnes:
Chapter
Note :. Check all underground utilities -
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lorx SS "roc-Y--irc� �,
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SET- BACKS
HOUSE System must be:
Tank 2. from property lines
�ilw C�i1S. xT ?S' from wells
WAY--o uT Aa from b'dgs.
I-uv11 Treatment area = from lakes, — stream!
Treatment orea from property lines
l!.1/*Pt40E-e-S won 17-" ']S ,from wells 53 r
eALtra-c. aP from bags.
112 from trees t.
, li
'I I (I iv (-1 li='r- C
i
ab min. t' 1 ( 1
J Y
�
• 1 3 d a opiY DP
jtr-----1-- Tiitk ii pr
Droo to Tank01
Min. I"to 8' \--Pumping
4.
Mcx.I"to4, Y--- -�P --(I, -Xs"--S SN'A`-1-oc•ti Chamber
-4"Io 6"dia.pipe
SYSTEM DESIGN -MOUND '
TYPE- ., `.' . BEDROOM , Average percolation rate5 min./inch (design.83sq.ft treatment area pert
. BOJ gal./day x.83sq.ft/got 9°7 1!sq.ft.of treatment area 4-10% =Sup sq.f I. (= 10ft.width=S fit.lengit
Clean rock needed- S41 sq.ft.treatment area x /•Q 5i depth of rock=Spy tuft-27= a ► cu.ydss(3/4"to 2
-6--L3-,21, ------,- Clean sand fill below rock needed �')n cu.yds. approx. , sandy loam bock fill—S ou.yds.approx., topsoil 1
Number of tanks required a , 1st tank/000 gal. ,2nd lank 0U0 gal.minrruns us ParnPtNt..., L.
Pump-ng chamber capacity- 25% of doily sewage flow ofo0 got.=1S0 gal.+reserve s'.oroge of 15 Oc_:
of 1`;( gat./IOOlin.ft.of?"dio. s`,pply pipe, lin.ft.neededa , 2.gal.+ manifold Jgol./10011rtft of
total capacity needed 1')') gal.(plus area for"pump) r,sS... min . /000 gqt-cap.
Distribution pipe J. . dia. , h<9 lin.ft., IN 'dia. perforations;K/-. "apart
. Pump selIz hp. (pumpobte capacity 1')1 gal. 4 cycles/day) yt s�-:), a,), r H-P P¢mss ,
Note: When constructing bed , this area should be shaped Note: Distant 1
io divert run-off from entering treatment area. 2.' -'rte
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons pa Day(gpd)
Estimated O 0 gpd Number j• -
or measured=x 1.5 = -tid. °� �Ya 1 Glx 1t Type n 1)'
1 •`` ;•,
gP Bedroom, pe IV •
2 300 225 180 so%
B. SEPTIC TANK LIQUID VOLUMES 3 450 300 218 •r
600 375 256
I- )000 t3 I-7000 gallons r%1i i' • 54 750 Iso 294 ie
6 900 sat 332 G.
7 1050 600 370 edur
C. SOILS(refer to site evaluation) -F-N. --0-11t-' -- 8 1200 675 408
1y, IL; au
1. Depth to restricting layer= ,�f •_)'', 41 x v inches Nuof
mber :'` '1
2_ Depth of percolation tests = a" inches •Bedrooms
`m'' °`P°"'
3. Percolation rate 5, L-I mpi 2 or less 750 1,125
4. Land slope "4 % 5 or 6 1,000 1.000
7or8 .500
2000 00
over 9 See fig.C-6 (x 1$)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
X00 • gpd x 0.83 sq. ft./gpd = L1 t' sq. ft.'-toho sq 7°.
2. Select width of rock layer (10 feet or less) = lc.) ft.
3. Length of rock layer = area_width = Rock Bed
Sy') sq. ft. i l0 ft. = Sc ft. E.;:;:-•-•-.i •-�...............
ti�ti•ti'q'ti•ti•S•1:tiiti�t�fti��l�l�l�f I
ti•ti.ti r.ti.ti.ti.; ti ti•ti•ti.{.{.• ZO ft.
'rtilti�.l.l•!•!•l•f.f.l•r•!•!•lti�ti}}r idth S
!=!.!:!:!�l:t:t:lel:l:t!�J
E. ROCK VOLUME t Length ____ .....1
1. Multiply rock area by rock depth to get cubic feet of rock;
- 2 sq.ft. x 1.vc ft. = S7 4 cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
5)4 cu.ft. ÷27= I cu. yd.
•
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a I cu. yd.x 1.4 ton/cu. yd. _ 1 tons.
i
F. ADSORPTION WIDTH -LA-LI LOA-Y 1
^ °°^Width s
1. Percolation rate in top 12 inches of soil is .S.y mpi i t Table
peccohtien Rate �� Retie d e
Minutes per inch Soil Texturedr '°d'e•e
2. Select allowable soil loading rate from table; (n pi) p"t' a1�,
Faster than 0.1 Coarse Sand 1.20 1.00
1-1S gpd/ft2 0.1 toy Sand 1.20 1.00
0.1 to Fine Sand" 0.60 2.00
3. Calculate adsorption width ratio by dividing rock layer 6 to 15 Sandy Loam 0.79 2.00
161 to 30 Loam 050 2.40
•y
loading rate of 1.20 gpd/ft2 by allowable soil loading 46 rate; 46 to 45 Silt Loam 0o 2.40
to 60 Clay Loam 0.45 2.67 •
1.20 gpd/ft2y ,u gpd/f.2 = Q.�,I 61 to 120 Clay 0.24 s.00
Slower than 120 Clay --
•
4. Multiply adsorption width ratio by rock layer width to get -Soil having 509Gormore e(fineorvery SA,sand-
required adsorption width;
a.i, x Jo ft = Dt,., ft 3
•
G. I?OWNLOPE DIICE WIDTH •
' 1. If landslope is 3% or more,subtract rock layer width from
,)
adsorption width to obtain minimum downslope dike toe
a,,,") ft - )D ft = 10 feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation 1. c feet
b. Multiply rock layer width by landslope . r foot'Cover.
1 . :
to determine drop in elevation; OMR toot R ed
Seperetlon .L�.� feel• • •
Slope Difference n t,
Slope Difference t. et
/0 X <-67 %-1- 100 = , ' ' feet upslope 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 _ID_feet Downslope Width
cover (1 foot) to find the mound height at the upslope edge -u' feet
of rock layer;
/.: ft + lft + lft= 3.S feet -
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of --z>.o- .
e. Multiply dike multiplier by upslope mound height
• to find upslope dike width: .--- .< x 3.o3 = // 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;
Z.< ft + . V ft = u.3 feet
.... ,D g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of .<• 4S5
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: S,,dV x L1.3 = aS 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; _ 91'
a." feet 1
UDsI De Y/fOln
j. Total mound width is the sum of I 1 fest
upslope dike (G.2e) width plus rock Reck aad width #
layer width (D.2) plus `vl I f..t • • • • • • •
v UDSIODe MIOtn UDs1oDe WIOtn
downslope dike
width G
.21
• _
i i:: is
)) ft + /I ft + as ft = 4 • feet .7-:' !!:!IniniiiiMIMiiiffiniffiliiiliiining.Miiiiiiiiinigig,i;I:iiliggiiiiMIMON
Downslo •Wlatn
k. Total mound length is the sum of fest
upslope dike width (G.2e) plus rock layer <
length (D.3) plus upslope dike width (G.2e);
H ft + SS ft + 1) ft = '79 feet
aJc -t- S5 + a-S io s- /c.-
10151Lenptn
Downslope Upsiope
3:1 4.1 5:1 61 7:1 3:1 4:1 5:1 6:1 7:1 ea
%slope
0 3.0 40 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7,0 8.0
1 339 4.17 5.26 6.38 753 2.91 3.85 4.76 5.66 6.54 7.41
2 3.19 435 556 682 8.14 2.83 3.70 454 5.36 6.14 6.90
3 330 454 5.88 7.32 5.86 2.75 357 435 5.06 5.79 6.45
4 3.41 4.76 625 7.89 9.72 268 3.15 4.17 484 5.46 6.06
_/Ji 5 3.53 SAD 667 8.57 1077 2.61 333 4.00 4.62 5.19 571
6 366 5.26 7.14 938 12.07 254 323 3.85 441 4.93 5.41
7 3.93 556 7.69 10.34 1373 2.48 3.12 3.70 4.23 4.70 5.13
8 3.95 C_5.88 ` 833 11.54 15.91 242 C3.03") 357 4.05 4.49 458
9 _4.11 62S 9.09 13.04 18.92 236 294- 3.45 3.90 4.30 4.65
10 429 6.67 10.0 15.00 23.33 2.31 2.86 333 3.75 4.12 4.44
11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 323 3.61 3.95 426
12 4.69 769 12-50 21.43 43.75 2.21 2.70 3.12 3.49 3.83 4.08
F-17
PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: w•"Com.
Gravity Distribution T•.•«I s;��'
1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of . =1.41,:r:.: :..=1„.:::::""
y.,•,�„� ,,lk,,,,,,.
water use rate. - •
L.'./Sob L.pr . I .t MI-va•e...~
.11a red.main tom/
2. Maximum suggested for delivery to a drop box of a home system is 2,700 :,7rrz-.■.srris t -'••;'„•o"' "°^.°n'•'^'
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. •.,;p., _--.t L.o.. l:•1.u,.
.o Id .f Roca Lo/.t
..•. • Prf.t.11.,r Loo1.4.t
'!• 0.11.10 el LeonelPressure Dislibution c,...,svd urr
3.a. Select number of perforated laterals 3 • ' • -.
b. Select perforation spacing= 3 feet. HBe Moon ll "�I,M""'
c. Subtract 2 ft.from the rock layer length.
-SSS-2ft.= .5-3 feet.
d. Determine the number of spaces between perforations.
Length perf.spacing= $3 ft.+LI_ft.=_I'LL spaces Required Perforation Discharge
e. l') spaces+1= 1 `/ perforations/lateral u,gallons per minute(gptn)
f. Multiply perforations per lateral by number of laterals to D Ham`age 32 inch pee( and p,l
g get total number of perforations.p ,•, ; x P!„/,mQa,= sy perforations. (feel)
'� - 1.0a 0.56 0.74
SELEeI EU PUMP CAPACITY y D gpm 2.Ob 0.80 1.04 •
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
D feet
' 2. . If pumping to a pressure distribution system,five feet for pressure
'' required at manifold if gravitystem,zero.
_Meet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe mgt l
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L.= D,I,LI ft./100 ft of pipe 9e
b. Determine total pipe length from pump to discharge Elevation Difference
• point. Add 25 percent to pipe length for fitting �p„r„p •
c,;(4„
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times ipe length= F-18b
x1.25 = 1(7.(- feet
1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying gpm Friction loss per lOOtto[pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= , ,I,•I x )'7 , +100= S feet 10 0.69 0.28
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
S + ,..c'.--. 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HEAD P D.. feet • 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection 60 5.60 0.82
1. A pump must be selected to deliver at least
.j.";
yD gpm (Step A) with at least QJ feet of total head (Step B).
CERTIFICATION 4 00621 Logs ut 5o11 but.inks
Location or ProjectKellenberger, 4045 Watertown Rd. , Orono
Borings made by S-p Testing, Inc . Steve Schirmers _ Date 9-13-95
-
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 94 . 2 feet Surface elevation 96 . 2
0 - 0 - ---
Topsoil dark brown Topsoil dark brown loam
0 - 10" loam 0 - 10"
1 Brown clay loam 1 Brown clay loam
10" - 1 ' 10"-MOTTLED 1' 10" 10" - 1 ' 8"-MOTTLED 1 ' 8"
2 - 2 - usty 1' 8" - 2 ' 2" ocjayelbrown
Rusty olive brown clay
1 ' 10" - 2 ' 8" loam Rusty olive gray
3 - Rusty olive brown 3 - clay loam
sandy clay loam 2 ' 2" - 3-1/2 '
2'.8" - 3 ' 8"
_ _
Rusty olive brown Rusty olive gray
4 loam • 4 loam
3 ' 8" - 4 ' 8"
5 - Rusty4 ' 8" - 5 ' osanaybIoam 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 atl ' 10" feet- of depth. Observed at 1 ' 8" feet of depth.
Not present in hole . Not present in hole .
Comments : Comments :
CERTIFICATIOU 4 00627 Logs of Soil E3or. incj
Location or ProjectKellenberger, 4045 Watertown Rd . , Orono
Borings made by S-? Testing, Inc . Steve Schirmers _ Date 9-13-95
• Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
� Boring number 4
3 Depth,
Depth, Boring number P
in in
feet Surface elevation 93 . 9 feet Surface elevation 97. 4
0 - 0 - — ---
Topsoil dark brown Topsoil dark brown
To
P loam
0 - 1' loam 0 - 1'
1 - Brown clay loam 1 - clay°�oaml ' - 1' 2"-MOTTLED 1 ' 2"
1 ' - 1-i/2 ' -MOTTLED 1-1/2
Rusty olive brown
2 - Rusty olive brown 2 - clay loam
clay loam 1 ' 2" - 2-1/2 '
1-1/2 ' - 3 ' Rusty 2-1/2 ' - 3 '°c1a7 load
3 - 3 -
Rusty olive brown Rusty olive gray
4 - loam 4 - loam
3 ' - 5 ' 3 ' - 5 '
5 .- 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 at4-1/2 ' feet of depth, present at feet of depth,
19 hours after boring. hours after boring.
Not present in hole Not present in hole X
Mottled soil : Mottled soil :
Observed at 1-1/21feet of depth. Observed at i ' 2" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERTIFICATION = O0627 Logs otSoil HorilLy
Location or ProjectKellenber.ger, 4045 Watertown Rd . , Orono
Borings made by S-P Testing, Inc . Steve Schirmers _ Date 9-13-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 99 . 5 feet Surface elevation 99 . 2
0 - - 0 - ---
Topsoil dark brown Topsoil dark brown loam
loam 0 - 10"
1 - 0 1 1 - Brown clay loam
Brown clay loam 10" - 1 ' 4"-MOTTLED 1 ' 4'
1 ' - 1 ' 8"-MOTTLED 1' 8"
2 - Rusty olive brown clay loam 2 - Rusty olive brown
1' 8" - 2-1/2 ' clay loam
1 ' 4" - 3 '
3 - Rusty olive gray 3 - Rusty , ive ra
clay loam 3 - 3 4„ o �e3� y
gW sand
2-1/2 ' - 3 ' 10”
Rusty olive gray loam
3
4 - - 4 -
Rusty olive gray
•
loam
5 -
3 ' 10 ' - 5 ' 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 4 ' feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours after boring . hours after boring .
Not present in hole X Not present in hole X .
Mottled soil : Mottled soil :
Observed at 1' 8" feet of depth. Observed at 1 ' 4" feet of depth.
Not present in hole . Not present in hole .
Comments : Comments :
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readingsmade cv. S—P Testing, Inc. OR 9-14-95 startingat 8 : 48
P.
IA .,
Test hole location 4045 Watertown Rd. , Hole number 1 , Date hole was prepared 9-13-95
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
Date and hour of initial water filling 9—13—9 5 2 . O hp 12
, Det o initial water filling inches above hole bottom
Method uses 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 : 37 prefill 6
8:48 9 : 03 it3-1/2 4 . 3 15 min
9 : 14 9 : 29 u 3-1/4 4 . 6 it "
9 : 30 9 : 45 I, 3-3/ 16 4. 7 la "
Percolation rate = 4 • 5 minutes per inch.
CERT. . 1400627
, PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 9-14-95 8 : 49
qiallkn
Percolation test readings made by 5 on_ starting at 8:.
Test hole location
4045 Watertown Rd. , Hole number 2 , Date holt was prepared 9-13-95
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
9-13-95 2: 00pm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method uses 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 :37 prefill 6
8:49 9 : 04 it3-1/8 4 . 8 15 min
9 :13 9 : 28 ti3-1/16 4 . 9 n "
9 : 31 9 : 46 It3 5.0 it "
Percolation rate = 4 ' 9 minutes per inch.
CER . #00627
PERCOLATION TEST DATA SHEET
Percolation test readin as made by S—P Testing , Inc . 9-14-95 8 : 50 Ca.ni.
on starting at p.m.
Test hole location 4045 Watertown Rd. Hole number 3 , Date hole was prepared 9-13-95
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
9-13-95 2 : 00pm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method uses 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
ince interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
8: 37 prefill 6
8 :50 9 : 05 n 3-3/16 4. 7 15 min
9 :12 9 : 27 n n " " "
9 : 32 9 :47 n if " " "
I
4
Percolation rate = ' 7 minutes per inch.
CERT_ _O0627
PERCOLATION TEST DATA SHEET
QM
Percolation testrea•{ingsmadeb: S—P Testing, Inc. on 9-14-95 starting at 8 : 51
Test hole location
4045 Watertown Rd. , Hole number 4 , Date hole was prepared 9-13-95
Depth of hole bottom 12 inches, Diameter of hole 6 _inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
9-13-95 2: 00pm 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
8:17 prefill 6
8 :51 9 : 06 I, 3 5. 0 15 min
9 : 11 9 : 26 " " " " "
9 :33 9 : 48it � It
5
Percolation rate = ' 0 minutes per inch.
CERT :#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 9-14-95 8 : 52 Ca'n''7
Percolation test readinss made a� on starting atp.m.
Test hole location
4045 Watertown Rd. , Hole number 5 , Date hole was prepared 9-13-95
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 filline 9—13—9 5 2D trrot initial water filling 12
p 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: 37 prefill 6
8 : 52 9 : 07 1-5/8 9 . 2 15 min
9 : 10 9 : 25 " " ti ti it
9 : 34 9 : 49 " " tt it it
Percolation rate = 9 . 2
minutes per inch.
CERT . -40O 27
•
PERCOLATION TEST DATA SHEET
Percolation testreadines madeby S-P Testing , Inc . OR 9-14-95 starting at 8 : 53
Id.,
4045 Watertown Rd . 6 9-13-95
Test hole location , Hole number , Date hole was prepared
Depth of hole bo:tom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 9-13-95 , Depuror initial water filling— 12 inches above hole bottom
Method uses 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 :37 prefill 6
8 : 53 9 : 08 II 3-3/4 4.0 15 min
9 :09 9 : 24 u3-9/16 4. 2 " "
9 : 35 9 : 40 1, 3-7/16 4 .4 " "
4
Percolation rate = ' 2 minutes per inch.
PERFORATED LAYCR or GCOTEXTIll LOAMY SAND CAI
LATERALS FABRIC
. B1F-1AU4BIYI-L-R-iifaCIiCtOilVeOOE—RR,ReEn42D-P---tEN-ERWeHE-S--oF SANDY..,LOAM
...• .S..O.-K.••,-,,,,%••-.>•.,,6...,•.....,',v
..' /•0,4•l7''/,7..7•:-'--/-,-•'.._ii-.
'..-"`...7':.:.!'.'.!.7.,%•.*;•
',1•-•.•':...:*. : . ts34uGTmRo ASSi SLCOVER••—••-••ILKED_„S"U_R.
vFIIIaAimCIIMEir
wII,r„,jP
aliiTrO Ib/
PERFORATED-aI6-oNk-IkHNP-rE—SCOSH
LATERAL
LAYER OF G / ,• . ; LEAN SAND FILL MMRETOIL
, MAXI
EOTEXTILE
/ ' .., TOPSOIL CLEAN ROCK
PIPE FROM PUMP- // . / / LDSCROSS SECTION A-A 4r
`_.
•.
tf,
,/,/ /• . ,- •
J.'.
FROM
../ .4/ PUMPING CHAMBER
I
CLEAN ROCK . , •>- • /*-. -' • - / DIVERSION FoR
.. • .
of SuRFACE wATER - w s / , ,
. . , ' .
,
6" TOPSOIL/ • . /.- ••-•: : .//' a --
..- .e.r •
.........: , • /7 L
......,..:.. - ..-- ,
, _
. r-•- - -'71-
„LA 1 ' 3,f A/
-....„,... •• :__A x'••• ..--• , ••• ....% / ,?:-.•
. ./7 3 49 — PERFORATED
I l
-;742. '` --. 1...t •• :____•-74yr9'./. /
7
•,.....,. .
LATERALS
' •::-:---....... .f.,,m__________sp. _.:1„ .r...4,-,4%... ,2.. -4';: •
EAN •••••• •” -...--- • -'7•7''••••••,•:'sti'".'•!%• • •
1—•
,
I 'AND FILL • • • ,•,7-.1-• • ., . 1..,N.7.;715.!,':!:':....;.
.06. ••• ‘7..it•te.•'•
-...'SOD i • -..„..i. -4,,•;:•!;-•.iti!...
8Re,._ 1...Ayt.,.., .7. . ,„...,.,..:....;
.KEN -1 .. .. ...- ••••'1-•
Up i• • - .- z-z-,:•,. . .•:-:.---._. -•.
: BED AREA
----/4 -,.
z
u., •
•-
. o •
0
-NA0 0 IJ
ILI I,./ CD
IER :•..',..r....... 1 I I
1-AyER - - - ...) u
-
....
crINCHES --
LAYOUT OF PERFORATED PIPE LATERALS FOR --
I — INCHES 0
......
PRESSuRE DISTRipuTION IN MOuND .
-• •
• -
PsREilREFCOR.LIATER6D PLASTICA2.T PIPE
•--.-.„...-.,c_.'"-_-..-•- A. _-R
--A-_—N--
- •NG . . _
I 1 I LI _P•O
mL_
.. DIKE — 1 AAExNE_•_7__V:
.I E1W
DIK.E\I\
...
-
PERFORATIONS SPACED . spACI TOTAL WIDTH
V r0/0 _ \ .\
RFORATIONS ON BOT TOM OF 2mANOLD _IF
---- .--..... END PERFORATION OF A PERFORATED LATERAL
PE
PLASTIC PIPE _
,....--_,--/-------- 'tur,'/--1 -,T ----- - .
Corer
• .
, .
s".-- Topsoil
10, .......... .-_ - i...,
fl,-..`
'.'"-r--‘.7"-',„•,....._....„..„. ....lrew ‘......A.:
.______-- • ' Layer of Geotosillo Fabric fer-fer-
'\ ........ .-------- •• LOWRY Sand Lora' .!.k,orr-lerrer-ree-noy-er-mee.-eeirered
(ALTERNATE LOCATION . •. .
FROM PUMP) ierin-rvo:rosin-papirl-
-
• . 111..--Porfor.non Orilled Horizontally
•.1 Into C:p Neer Top
.. .................._......._---...----r I.
izfif
END CAP 10% ../IA.Plus ""'"•-Al Leosi le to Edge
_
- A
LA ill • • ..an Field Rock•
.- ••. • • . ....!.:" of Race Layei
2PIPE FROM -Pe/W.111one Localod of
1 • \s‘s, „......-s--"'ff---------------"--
e -
\ LE"Gro
pron-rf
• "
PuMPiNG CHAMBER
. ,... Cleon Sand Layer Bottom of Lateral
---,r s•-ee- ' ....-- -... -.1.•
L Original Soil Properly Scarified •
. .
- golor• Ptocing Sane Layer • .
•
.F-Y ,
•
rREDWOOD CEDAR OR
WATER TIGHT Q LOCKABLE ELECTRIC BOX-----. TREATED POST (4 x 4 min) •
PLUGS OR ELECTRIC CONNECTIONS----- -ALL ELECTRIC CONNECTIONS MADE
J_ i INSIDE BOX
PVC CONDUIT SCHEDULE BO 6•SPAACEE I LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED a LOCKED SETTLEMENT
SEALED MANHOLE RINGS-
- 3 FINAL GRADE _
AT LEAST 12• '\'\
~ ` BELOW GRADE
UNION
�---i-WIRE FROM POWER SUPPLY
-44 PIPE IS LAID ON A UNIFORM SLOPE FROM
___L� PUMP STATION UP TO SOIL TREATMENT AREA
• /II, 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 DE USED
WITH ANCHOR - - WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT •
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
._STO RT_LEV. SZ__; ,'- MUST NOT RUN OVER ANY TANKS BUT
3 J ` ' MUST BE LAID BESIDE OTHER TANKS
` 1 AND MUST BE PLACED IN CONDUIT
ALONG POST
SHUT_OFF LEVEI`Q_ __ _ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
( PUMP CONTROL FLOAT- 6 Y� CONTACT. f
•
[000 •
f. •
1
Figurd F-R
MEVERTAL
CO
ee0)
. 11i 1 .V
1WA i
A 1
1
__ -
•i • I
CONCRETE - i •
MANHOLE ...it - ------- '_
RING
ill
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
-- Figure C-14
1
• .
• 1 ' 1
•
VERTICAL SIDEWALL SEPTIC TANK
..---FINISHED GRADE '
AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. --! COVER 4" DIA.-..,
MIN
AT LEAST I" AT LEAST I"
• I
A ^DIMENSI0tJ5 FOR TANKS WITH.. VERTICAL._ AI SIDES '
WIDTHW 24• MINIMUM
LENG1FI, L_ 2 TO 3 TIMES THE .WIDTH
B DIAMETER G0" MINIMUM _ _
_1 DEPTHL D 30' MINIMUM. 78'MAXIMUM C
AT LEAST -A 0.2 0
B 6" MINIMUM. 0.2 0 MAXIMUM 6"
---
3" •
C 04 0
— - -AT LEAST 4 FEET • --
nous:4.
I. SNAINlr 1EC5 Al Lr AST IPICIICS IN NAM/lfn 4. AWN 1DIE OUVEILS SI.All t111 lOCAlED W111114 IP INCHES.
s.
7 111CrYF.51 IN Ul col:on IAC].IF MNII*LES•PO'tr A51 r 11EMAW kXE el WI II MN SIX NCI IE 1 I K SUMP ACE
011.1r,ISR)NNIJLHCAIr I)Wilt 11116I LE I CA ALL TNM IIECN&IIMJSI UE SECX)I[010 r'IEV(NI ACCCS4.
• WAIIS. 6 :lr•ArIIUN DISTANCE Or TAEEN PNU Or*LET rF`r.ANU
S. AN I(SPEC IKY1r r Or Al LEAST 4 WOKSDIAA4;IEII NEAnEST P'OtH OH Writ SIALLUE NC/1E51IIA1INC11LS
OnA)A AICICESIw.IRELOCAIEUCNEn001HtHE*AET CnNUM71IEnVw17NC11E5.
Ain MU I I)LVIC(S 141E CEl11EI10NC Or ll f.r7V'EC1 OH o roni*won 1AL CrltIr)nCM TANKS O1,4110044 A IS o.I.O
rI'lS SI VLLL U(114 AAA!•AS Ili(UNIT n I NE or 11.5 AND OI1.t NSI(N C IS o]SD.
OAHU CII•(NNCSOIIS Ni1N1r ICES A 11wU)NSISCICAI
I'VE MIS1 nr 1,0CAILV HL IWFrN 11111 MEI A14101111 FT
ON tits. 1 --
—
PENCIL
MARKS ■11110®
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• )>i . MANH E--�,.,, y if
i` 1 ..
INLET �' '. "SCUM ,�' � 8 OUTLET
''�O LET LEVE..•411. �• , .t Y
•t `.._SCUM CLEAR SPACE- --{� ,_7• y CLEAN OUT TANK WHEN' •
•I� _ "'---•"""`��� 1 'Y1 IS 3" OR LESS OR
. - _ __ '— _ ' 1 ' 8 "B'IS 12"OR LESS
` .11"
'� • • A l BLACK COLOR
•421.1•:.::!.:-...:.• SLUDGE a.: DISTINGUISHES SLUDGE
1yl' r '>°.�.,..- . _ . .
. LAYER FROM LIQUID
..314v:
., : ' r-4i.:' IWV
Y V Y1
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
DATE
CITY OF ORONO CALLED IN 422-?j ' TIME
INSPECTION NOTIC __ SCHEDULED %/ /1r
PERMIT NO. ' O-,/ co. P ETED {/ r/
ADDRESS 'Off1/ r ..1 C!
OWNER _CONTR. E-57 Pe,. ,( y c i
TELEPHONE NO.
DESCRIPTION 7---44,-....
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
ti) 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
Ir 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
W 07 DEMO—FINAL <SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET'(°U: Y _ape,NO
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0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r, PHOTO TAKEN
INSPECTOR WILL RETURN
C. CITATION ISSUED
CISTOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins• -ction 24 hours i advance.473-7357
Owner!Contracto • �• -
Inspector. ,. .-.,..3—,,,4-' 44---
White Copy/Inspector's File Canary Copy/Site Notice
DTE TI
CITY OF ORONO CALLED IN o
INSPECTION NOITICE_ SCHEDULED _4�''2l7' //' '• .3 0PERMIT NO. =`' c COMPLETED It '9(3)
ADDRESS ---7�.- -4_. ��_�c t z<,-7z. i/
OWNER_ , ,4,c -,-f ?,../-r L ) CONTR._ 2 <.-.
TELEPHONE NO. ' - c7:._-5-1
DESCRIPTION A <__
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 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
T 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
I. 07 DEMO-SITE 27 SEPTI,MAINT. 21 COMPLAINT
J
W 07 DEMO—FINAL 15SEPTIC INSTALL- 22 FOLLOW-UP
= 09 PLUMBING RI \23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO MEET�iOU• YES_NO
yo COMMENTS: tel/
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0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
E,CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contract 1 ' _ I
Inspector. 1, X. _i /,/i
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME /
CITY OF ORONO CALLED IN .J" 1>C (1L L ( '>-17
INSPECTION NOTIgE SCHEDULED = - '1-9!r 0%Y-,
PERMIT NO. -7)S/ COMPLETED Q if)041,
ADDRESS -G 4--/ /<� 2 f.0.-- 4-t%,d r--, y k
OWNER r- .1 �' �". , _,Z ,L) CONTR. i/'LkK /--",•," ' :/Sup
TELEPHONE NO.
<l i/ ���1 :.'j
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
cl 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
k" 07 DEMO—SITE r..27 SEPTIC MAINT. 21 COMPLAINT
J
cC W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
Z 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
-.I 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES_NO
COMMENTS: / --,--1 --i\ I- , ;,�
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O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspe tion 24 hours in advance.473-7357
Owner/Contract. • g �/�„
Inspector. %._/ AQ�"-/� C`'
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN _iy�°
INSPECTION NO,IJ E SCHEDULED , )33
PERMIT NO. COP ETED
�. � �r
ADDRESS ✓^ •
OWNER CONTR. - I/U�(. (al
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
• 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
I` 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
Q 07 DEMO—FINAL 15 mencatsTALL 22 FOLLOW-UP
09 PLUMBING RISEPTIC 35 HARD COVER REMOVAL
-4 1 BING FINAL '- —'_ 36 FOUNDATION REMOVAL
Qidar CONTRACTOR TO YOU: 7/1,..A:,) /
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CC 0 CORRECT WORK&PROCEED CERTIFICATE OF OCCUPANCY
O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN CITATION ISSUED
0 STOP ORDER POSTED.CALL INSPECTOR
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspecti e n 24 hours i a e ance.473-7357
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