HomeMy WebLinkAbout2006-P10524 - new septic system PERMIT
-CITY OF ORONO
275.0 Kelley Parkway - PO Box 66 Permit Number: P10524
Crystal Bay, Minnesota 55323 Permit Type:
Septic
(952) 249-4600 Date Issued: 11/2/2006
SITE ADDRESS: 2845 Watertown Rd Unit#
Long Lake,MN 55356
PID: 04-117-23-21-0003
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Homestead Septic OWNER: Devean George
1108 Goldenrod Ln 13 Bridgeport
Shakopee,MN 55379 Manhattan Beach,FL 90266
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
LICANT PERNUTEE SIGNATURE I SUED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS
Occupancy Type: Residential_ Commercial Other
Permit Type: New or Replacement System $100.00 VV/
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name:-) -� t� Phone Number:
Mailing Address•_2Q f� M City: Zip: 6S�o
Contractor's Name: f1orl.E�� s rL- Phone Number: ys �3u
Mailing Address:& 01602— X. 40L��✓`� City: 1,4L, A'410ee Zip: 5_S_3Z?
** 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 Minnesota Pollution Control
Agency(MPCA) 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 stations
(where required) components are functional and comply with codes.
5. Individual holding MFCAInstallers License shall be present during all inspections. A24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and 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: Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal 3) gal
B. Pump Station (if required)
Pump make& model (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 electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions Ix '
Drop Boxes Sand bed dimensions Ix '
Distribution Box Pressure Dist. Pipe Diam.
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 a ordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies th t all statemen made on this application are complete,true and correct.
Signature of Applicant l Date:
MPCA License No. C�Ds "
d
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval Denial
Reviewer: A/l_'eZz Date: f .0 6
Reason for Denial:
Septic System Design.
DM AUGUST 26,,2offi
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2849 Watertown Road, Oona
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PAGE f7OL.D 'CRYSTAL BAY ROAC�
9�lfaierta�rott Read,E?rot�4
PUMP-SELECTION PROCEDURE
A Pump capacity
Already--determined froiwPfcE --D PAGE, line#7
.Purnp.cep"- _ 38- ..
p:wPacity should-be-betweer. 20.ar4&41•-GPMt for charging.a manifold
or for pumping to a gravity situation, ie, a drop box or distribution box., -
B. Dila- requirements
1. between pump and,the poit.of discharge = �.
2. If pumpinT-tcr a=pressure distr,enrj: feet of head required at the
rnanifotcf. If purrtpirtg to a gravity.: yrs , use zer�a feet of bead. 5-
3. Determine friction loss
a. •Eriftr-ft icbon-loss table vitt gom 38 andpipe diameter- 2.0.
-fRlCrt(w tow*M PLASM PPE
.FL-OW-PATE *OMK41 PIPE DAMMER LOW RATE NOMIML-PtPE DMUER
at GPM 4:5 2 . -3 4N GPW 15 2 3
20 2.47 0.73 041- 35- _6.W 2.06 0.30
25 3-73 1.11 X18- 40•- &81 2.64 0.39
30n. 5.23 155. t?23._. 45_ 11.07 3.28 DAB
Frictibn4oss 2:5 f pe"DO fF of pipe-
tr. DeteFrr�ine total pipe ler t frim p p o t ischarge point = 'Fwb
Adder=to p"tpe length•at3ove_#o- rtt-W*tt figAoss = 1 a7__5_ feet pipe
c. Calculate total friction loss by multiplying friction loss in ft/100 133a by
equivalent pipe length B3lD:a bc" _
2.50 X 487.54 -.equals. -,488.75 / 100 - 4.7 ft head
C. Total head-required is the sum-Qfthe-ehMatiGMtffler48nce-B1 plus additional pressure
for the manifold B2 plus the total friction loss 313c. --
9:0 p4US 5.0 -phis-- 4.7 equals 18.7 ft tots[head
-D. The,-Pump-regdfres 37.7 -gpm and- -48.7 -feet-of-head
PAGE 9 of- 17 2849 Watertown Road, Orono
SIZING- OF PUMP STATION
f
1. Insert flow rate 600 -igallons per day-
2. Insert galk=per vertical inch-frorn-tank.manufacturer, 25.0 gallons per.inc h
3. CaWate--galiomta cover pump-sing--on-#- with 2 inches of water
3 in pad + 1 12 pump--hgt -2 H20 = 17.0 inches of water
17-:0 -H20 X 26 = -425 aHons to cover pump
4. CakzFlater etal-pump out voluuw
a. Calculate gallons per dose based on 4 pumping intervals per day
6W ftow divided-by-4= 45Q -goo m}ger-c#ose
b.. Calculate-dramback
(I) D6termine lotai-pipe-lengt4- 150" Pump ptpe Mann
2).Determine liquid volume nfpipe fforn chartper`tW'feet
..PiPE-i31AWTER GALfjWfT -P%3EiWfiIETER -13ft7't00fT
435 TW
38.40
2.00 17.43 48tY 66:10'
(3) Multiply length by volume divided by 100 to get drainback quantity
154:0 X 17 -equals 2644.5 1 1.00 = 26, gallons
5. Calculat�totaputx�pout vol plus drainback#4b3
1.5€1:-0- gaFlens+ 26445 .9eHo&= '176:-1- :guns pumpout volurrib
6. Calculate-votume-for alarm based-orr3-7inches and-tank--CPI
25:4 X 3= -7 valions - -
7. Calculatt-gaWns to cover pump#kpLmpaut vd[ume#5, and alarm volume#6
425 plus 176.1 plus 75.0 equals 676 gallons.YWHOUT
8. if LUG requires 75%daily flow as reserve capacity, RESERVE GAP.
In re-capeoity = 458- 9 ons
9. Minirnum-pump-tank size WITHOUT-feseve-capacity-equals 676-_gallons
10. WlWmwn Vuffp tank size VATH-tee t aps teals 1126_ gallons
11. Float separation distance equals pumpout volumne#5 divided by tank gpi#2
175.1 divided 25:8 -gpr-=- 74 inches to tether float
PAGE a .. ..of ..- W . 2849 Watertown Road,Orono
PRESSURE DISTRIBUTION &Y&TFM
1. Select number of perforated laterals .
2. Select perforation spacing :0
3. Since-perforations-should not-be p#acW ckxm#tM 11--ft to the edge of the rock lager,
subtract 2 feet from the rock layer length. -
minus,2 feet = 48. - feet
4. Determine tlw-number of spaces perms Divide the length above
by the perforation spacing and round down to the nearest whole number. :-
48
48 - divided 3.0 equals- -16 spaces rounded dawn = 16
5. Numbeno€-perforations is equal#o4--fie number.of-perforated spaces instep 4.
1.6 spaces plus 1 = 17 pew per lateral
6. Multi*-the perforations per lateraFby-thanumber ofIatefals
to get total number of perforations.
17 X 3 -equals - 51 total Humber of perforations
7. Deterrine ttxe-required flow rate by-=> ptying4ve--number of
perforations by the required perforations discharge from the.-table below.
51 perforations X ff. 4 hole discharge = 38 gpm
NW38kflihl NtiftABi_R�F QUARTER MCH-PEREOR1MMS-PER REQUIRED PEREORATICM DISCHARGE
•L4T-ERALTOGIIARINiTEE<10%LM9CMMGr-_VARIATI0N IN GALUMS PER MINUTE
-PERF SPACING M FZET 2:i tNi PIPE 15 it•CPtPE.. 20 DISC. . =iN P t!4 IN PERF
2.S 14 1$- 2� 1.0a GM 0.74
313 43 17- = Z.Db Ole 2.04
3.3 12 W:. 2r=.: _ a, USED FOR SINGLE FAMLY HOMES
4.0 11 15 23 I b. USED FOR ALL OTHER APPLS
8.0' 10' 14 -22-
8. If-HEADER4, NPE is conn - of eras, select minimum required lateral
diameter from table above with perforation spacing and number of perforations per-
later Select-minimum diamete fw 1t -parfoFated-lateral.
You have aelected - *spacing and perfs-per taleral
-inch-minimum diameWlaterals.
9. If HEADER-PIPE is connected.to the-CE. TER-40thwlaterals, select minimum required
lateral diameter from table above with perforation spacing and number of perforations per
lateral:..Select minimum diameter for the perated latWal.
You-have-selected 3.0 ft-spacipg and =-1.7.0 perfs per lateral
-1.50 iris minimum diameter 1
PAGE- 7 of `fr. 2849 Watertown Road, Orono
MOUND-CROSS SECTION
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Ft U -D--fke Ft'WideRockbed Ft Downslom Dike
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Upslope Sand Base /0 Rockbed Width ^ownslope
ft 4 SandBese sand Base
i
otal-A Lw width 4
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'•�. � Ft total Sand Base W '
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410
Total-mound-width
X -SAND FMT-PRMT'
Side Side
Dike Dike Total
Sand Sara! San
Width Width Width
Feet Rockbed Sand Base Le
Total Sand Length
PAGE 6 of 17 2849 Watertown Road, Orono
G. DOWNSLOPE BERM WIDTH (Slope< I%)
1. Ase"on width is from fel: 27- ket
2. Calculate minimum mound size:
a: Determk-ie depth o€-clearf- #t-a a--edge of rock layer.
. f-rom Site Eveluatkm-step C1: - 18-0- aches-lean sand
b. Add depth of clean sand for separation 2a at upslope edge plus depth of rock
layer-(1f.) plus depth ofwveg4ft) to-fend hght at upslope edge of rk layer:
.1-8.0 -in/ 1-2. = 1.50 --4eet-a-1#-+Vt = 3.50 # upslope height
c. fly upslope mound- height br4fie=mid upslope berm width:
3.50 ft 3,-4= 44.& 4eet- -bean width --
d Multiply rock layer width-D2 b)r-ImdsI G5 to determine drop in elevation.-
MOO:130 feet X -0-5 %sleW= 5.-M / 100 = 0.05 feet
e:- Add-depth of clean--sand fbr-slape•difference G2d at downslope edge, to the
mound height at the upslope edge of the rock layer G2b, to get downslope-height-
0:05 feet + 3.50 -equals 3:6 feet do rislope height
f. Multrply downslope rriound-62eheight-by 4-tcr get downslope berm width:
3.6 ft X -4 = -14 . .feet�evmskpwberm width - -
g: The4nound width is the sumo the berm width G2c plus rock layer
width D2 plus downslope berm width G2L
11.00 feet + 40:0 feet + 14 equals- 38 €eefwide
h, DoteFmine if additiorrak-adsoFptie ; vvkltf J&required: TRUE OR FALSE
1. IfG1•Jslarger G2g addittonat adsor n-area is r red:-=
G1 __. 27 cp-G2g_- _38-
-- I FALSE
2.. Subtract the minim d idlir-G2g-ft m-the adsorption width'G1
to find the additional downslope area for adsorption, IF REQUIRED:
ft miffs equais, ft additional a rption.area
3: Add-4/2 the add' `wal a. 2h2- apslope berm width G2c and 1t2 to
the downslope berm width G2f:
Upsiope berm: .-ft ~Plus equals
-Doves slope berg: ft -plus- mss,
i. New around width is-the-an of-the upslope-berm G2c or G2h3, if additional area
req`d, &downslope berm G2f or G2h3, if add.area req`d, plus rock layer width D2:
14:0 ft plias 14 - ft- -plus - 1-0.0 ft equals. 38
k: Mound length is the sum ef-the-upslope-berm G2c and upslope
berm G2c plus rock layer length D3: -
14.0 ft plus 14.0 ft pkis 438 ft equals. 78
I. -F}NAiL MOUND DJME#&IG1#7S: - -38- ft wig X 78- ft long
PAGE 5... . of..... 1.7. .. 2849 Watertown Road,Orono
'MOUND DESIGN WORKSHEET For-ftowis up to IM WM
A. Estimated 1 d or measured X 1.5 = gpd
B. SEPTIC TANK LIQUID VOL-UI�M- _5GG6& _
C. SITE EVALUATION INFORMATION
1. -Depth of clean sand.req. "t8:U0 inches or 1.50 feet
2. t?#-Vth of-percolation tests 'i2 inches
.`3. Soil Texture CL
4. -Perk.Rate- mpi
-5_ -Land-Mope percent
D. ROCK LAYER DIMENSION$
1. Multiply flow rate by 0.83 to obtain required area of rock layer.
600 gpd X -$$3 " sgfggpd -498,00 ft. rock area
2. -Select width of rock layer - (6 A'if ri g$er- 5`if>i2Q) 10.I? _ eet-.
3. 44ockbed length {amal wo- 4W.W - sq.ft:'f, 410--G feet= 5Q feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to-get cubic feet of rock.-
,498
ack:,198 sq.-ft-X 1.0= ftDaf= 495- cubic feet
2. Divides cubic feet by 27 to-get- yards.
-498 Eu.ft.-/- 27 - 1-&- ' zubicyards
3. Mu#tiply-cubic yards by 1.4 togetweight oftock in tQns:
18 cu. yd. X 1.4= - 25:5 ttons=X 10% = 32.3 tons
F. ADSORPTION WIDTH
1. Percolation-rate in top 124#0- tesof soil is- 10.0- m i
-Soli Texture-is town s zin factoF
_2..-Selea allowable soil.loading rale from table. � - pd t sq�:ft.
. -. &OILTEXRM Gt
FAaTM>a.t COMSE SAM so
�y Ta s sin i za. TM
_ 01 Toy FMIESAND 4B0 .@D
e TO IS AMMLOW 0.79 1.50
-14m aa "IAM 0.60 e
31 TO ON SiLT.LQA01 050 200
W-P31 - CLAY-LOW 4+I61 �EZ-
-�9T0120 [X:AY Q24
Im $flt?
s CLAY 0.20
3. Calculate adsorption width ratio-by dividing rock layer loading rate
of 1.20 gpd/sq, ft. by allowable soil loading rate:
1.20 gpd1 sq.-divided-ley 0. 5- -bpd-/s% ft. equals - 2.67
4: Multiply adsorption width ratio-by-rock layerwidth to get required adsorption width:
2.67 X 40.0 -feet. ' 26-7 -feeLadsorptionwidth
PAGE 4- of 17 280 Watertown Road, Orono
DESIGN- SUMMARY (Not req`d by LUG, far kWatter use)
MOUND
S lope is 0:5 - percent
Upslope width is 14- ft
Downslope width 14 ft
Minimum adsorption width 27 - ft
Rockbed size-is 10.0 X 5Q- ft
Clean sand depth 6Einche
TANKS
Existing, usable 1500-2 �� STC «vim
New 500& 1000 gallon -
Pump tank 1500 gallon
GPI for this tank is 25 gpi
Pump size 38 gpm at 19- head
Pump pipe diameter 2.0 inches
Pump float tether.distance 7.0 hoes
PRESSURE DISTRIBUTION SYSTEM
No. laterals 3
Lateral length 48 ft
PerF spacing- 3.0 ft rx
Perferation per lateral - 17
Lateral diameter 1.5 inches
Center or End Manifold feed: Center
MATERIAL VOLUMES
Washed rock 32.3 tons
Mound sand 150.6 tons Based-on--tft sane ewer(adsorpt width X mound length) 2905
Loamy sand cap 25.8 tons Based on Ift of LS ever rockbed area.
Topsoil 154 tons Based-cam-#-rneufidfoot .. . 2972 X- .8 feet 2972
PAGE 3 of 17 2849 Watertown Road, Orono
CUSTOMER:
Name: -ftior ICF Com
Street Address: 7085 St!RAi iak Road
City, State, Zip Code: Eden Praire,-MN-55344
Phones: (w) 952 345-1017 Cell Fax 952 345-4021
SITE ADDRESS:
Owner
AddFes.sX849--Watertow-n f43adi-
City -Orono/Crystal Bay
Twnshp
Date of-design -Revised August 2tst, 2OW
-Systern-information- ACX_ -News Replacement
Type of--system .fa ck-Trench Gravelless trench
XC.-- Mound- At-Grade
-£mer Other
Type-of establishment Newly-Built 4-Bedmrn Home
Septic tarok infxmation No. &size-of-usable existing-tanks: 4500-2 Rev'd
No. &-size-of-new septic tanks:
Is an- r-pump used orpropceed-in-theme? Yes
Is a garbage disposal used-er-prvpesedin the system? ?
Pump-tank-information Size-ef-pum#ank 15M gallons
3eptmlank-capacity for thissystem I.? designed for a garbage-disposal.
Site-considerations verify -Propane or natural gas lines in way?
verify Under-ground electric knee in way?
very. -Cable-er phone-lines-in way?
verify -Bried water-fines in way?
no -Existiftg septic4ank-to pump and kmpte t?
no € ld-septic tanks-i&pump-acrd bury?
yes Septic-tank access available?
No Trees to be remov-0?
y-es Difficult.tank-&-drah7field equipment .W.
Variance-required? NO- - Describe: -
PAGE 2 'of-- 47-- 2849 Watr<down Road,Omrw
Salk P TESTING., INC even B. Schirmem -MPQA Cert.No. 627
951 Katydid Lane NE - St. Michael, MN 55376 - (763) 497-3566
FAX- (763)497-5011
State License#394
LOGS OF SOIL BOGS
Galt Knappenberger
2849 Watertown Rd.]
Orono, Henn. Co., MN
Borings completed on 5-6-04, with a hand bucket auger.
ROBING NUMBER 1- Elev.99.9 - MOTTLED SOIL AT.24" (6" into the original soil) -
standing water present in boring at 35", 17-1/2 hours after the boring.
0 - 18" Fill soil-dark gray clay loam & loam
18" - 24" Original soil very dark gray.loam 5Y 3/1
24" - 32" Rusty very dark gray clay loam 5Y 3/1 -mottles 10YR 6/8
32" - 54" Rusty gray clay loam 5Y 6/1 - mottles 1 QYR 6/8
15ORM NUMBER 2- Elev.99.9- MOTTLED SOIL AT 24"(8"into the original soil)-
standing water present in the boring at 35", 17-1/2 hours after the boring.
0 - 16" Fill soft -dark gray clay loam&loam
16' - 24" Original soil very dark gray loam 5Y 3/1
24" - 28" Rusty very dark gray clay loam 5Y 3/1 -mottles 10YR 6/8
28" - 48" Rusty olive gray clay loam 5Y 516-mottles 10YR 7/1,6!8
BQRIM INUNISM 3-Elev.99.5- MOTTLED SOIL AT 24"(at the original soil)-
standing water present in the boring 34". 17-1/2. hours after the boring. .
0 - -2411 Fill soil- dark gray&gray clay loam
24" - 32" Rusty very dark gray loam 5Y 311 -mottles 1 QYR 6/8
32" - 36" Rusty very dark gray clay loam 5Y 3/1 - mottles 10YR 6/8
36" - 48" Rusty olive gray clay loam 5Y 5/2 - mottles 10YR 7/1,6/8
PAGE 10 of 17 2849 Watertown Road,Orono
Soil borings coned.
BORING NUMBER 4- Elev.99.5 - MOTTLED SOIL AT 22" (6" intq the original snit)-
standing water present in the boring at M', 17-1/2 hours after the boring_.
0 - 16" Fitt soil - dark gray clay loam& loam
16" - 22" Original soil very darts gray clay loam 5Y 319
22" - .28" Rusty dark gray clay loam 5Y 4/1 -mottles 10YR 618
?-8" - 48" Rusty olive gray clay loam 5Y 512-monies 'IOYR 711,618
BORING NUMBER 5- ev.99.8- MOTTLED SOIL AT 20"(at the original soil) -
standing water present in ttie boring at 35", 17-1/2 hours after the boring.
0 - 20" Fill soil-dark gray day loam& loam
20" - 28" Original soil very dark gray loam 5Y 311 - mottles 10YR 618
28" - 34" Rusty dark gray stay loam 5Y 4/1 -mottles 10YR 618
34" - 48" Rusty olive gray clay loam 5Y 512-mottles 10YR 711,618
BORING N BER 6- Elev.99.5- MOTTLED SGML AT 24"(at the originaf soil) -
standing water present in the boring at 35", 17-112 hours after the boring.
0 - 24" Fill soil -dark gray clay loam&loam
24" - 32" Original soil rusty very dark gray loam 5Y 3/1 -mettles 90YR 6/8
32" - 40" Rusty dark gray day loam 5Y 4/1 -mottles 10YR 618
4V' - 48" Rusty olive gray clay loam 5Y 5/2-mottles 10YR 7/1,6/8
PAGE 11 of- 17 2849 WaWdmn Road,Orono
2
CERTIFICATION NO.627
NATE LICENSE NO.394
PERCOLATION LATION TES`s DATA SHEET
percolation test readings made by S-P T.roting,Inc, on X0-4 starting at-&41j=.
Test hole beano
Test hole numberA Date test hole was prepared1-fi:K
Depth of hale bottom 24 inches, Diameter of hole ft inches.
SOIh DATA FROM JEST
DEPTH,INCHES SOIL TEXTURE
0- is" Fill dark gray ClaY ioaM& loam —
16"- 22" Rus very dark dray barn
Method of scratching sidewall is tai& Depth ofgmvel.in bottom of hole is� Date and of iflitiat
water filling 5-64W,1:00m Depth of inial water fitting is 12-inchsa above the hole bottom
Method used to maintain at least 12 inches of water depth is bole for at least 4 hours is antamatir.siphon.
Maxfimum water depth above bole bottom during test is li inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes pff inch Remarks
i
8:28 refit[ 6
8:41 8:1't 6 4 7.5 30 min
8:12 9:42 6 4 7.5 30 min
9:49 10:19 8 4 7.5 30 min
Percolation rate=7 9 minutes per inch.
PAGE 15 of, 17 2849 Watertown Road,Orono
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION.TEST DATA SHEET'
Percolation test readings made by S:P Testing,Inc on 5-7-04 starling atS• Oam.
Test hole locatb*+ ri_berge�,2449 Wa �rtnwn Rd, frono.
Test hole number-, Date test bole waspreparedQ ,
Depth of hole bottam2fi inches. Diameter of hole fi inches-
SUM DATA FROM 3=E101Z
DEPTH,INCHES SOIL TEXTURE
0- 24" Fill dark gray&gray day loam
24"-26" Rusty very dark gray loam
Method of scratching sidewall is IMI& Depth of gravel in bottom of hole is 2inches. Date and hour of initial
water filling 5i%3:0ftm_ Depth of initial water filling is 12 imsbssabove the mole bottom.
Method used to maintain at least 12 inches of water depth is hole fior at least 4 hours is antemade sln nom_
Maximum water depth above We bottom during test is j inches.
Immurement, Drap in w9ter level, Percolation rate,
Time Time interval rain inches inches minutes per inch Remarks
8:28 efill 6
8:40 9:10 6 3-318 8.9 30 min
9.13 9:43 6 3-318 8.9 30 min
5:48 10:18 6 318 8.9 30 min
Percolation rate=&9ji inures per inch.
PAGE 14 of 17 2849 Watertown Road, Orono
CERTIRCATION NQ.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by. -P-Testing,I. nc. on 5-7-04 starting at 8:3bw
Test hole Ivcatiun �pg *, A �Vg �tsts - n ,�►
Test hole number-Z Date test hole was prepared-SALAL
Depth of hole bottom 24 inches. Diameter of hole lz inches.
SAM DATA FROM'FEST R42LE
DEPTH,INCHES SOIL TEX3URE
0 - 16" Fill darts gray clay loam& loam
1(r'-24" Very dark gray loam
Method of scratching sidewallis lot& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling , .3:Oftm Depth of initial water fitting is 12 inches above the hole bottom.
Method used to maintain at least 12 inches ofwater depth in hole for at least 4 hours is automatic d hon_
`Maximum water depth above hole bottom during test is St inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval miry inches inches minutes per inch Remarks
8:28 prefill 6
8:39 9:09 6 3-314 8 30 rnJn
9:14 9:44 6 3-W4 8 30 min
8:47 10:17 6 3-X4 8 3Q min
'ercolation rate & minutes per inch.
PAGE 13 of 17 2849 Watertown Road,Orono
CERTIFICATION NO.627
WATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Tesdng, ne- on 57
-_04 starting atmmtz..
Test hole locationKnaFnP�gcr,2849 Wal rtnv4 Rd.QMna
Test hole numbed., Date test hole was prepared�-
Depth of hole bottom 3A inches. Diameter of hole-6 inches.
SCHL DATA FROM TEST HO T.
DEPTH,INCHES SOIL TENURE
0- 48" Fill dark gray clay foam & foam
18"-30" Very dark gray loam
Method of scratching sidewall is lud& Depth of gravel in bottom of hole is 2.inches hate and,hour of initial
water filling 5-6-04.3_, :0 u_ Depth of initial water ffiling is 12 iucb=above the hole bottom.
Method used to mrakmain at least 12 inches of water depth in hole for at least 4 hours is antumntic dphen.
Maximum waterer depth above hole bottom during test is fi inches.
Mewwwnent. Deter in water level, Pemolation rafie,
7irrie Time interva4,min incites inches ' minutes inch Rieman
8:28
8:38 9:08 B 3 10 30 min
9:1 9:45 B 8 1Q 30 min
9:48 10:18 6 3 10 30 min
Percolation rate per inch
PAGE 12 of 17 2849 Watertown Road, Orono
?7,- V� (1,e DATE TIME
CITY OF ORONO I CALLED IN hyo
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS hJa
OWNER CONTR.
TELEPHONE NO. Lo f,2 .) 10 78"f(- 7
DESCRIPTION Cy_e, ' On /1fau�
tj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
4. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
H
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 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
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
W
a
eerxc D K
cc
W
cc
ICE
Z! Ste—, 1)FC- 414-1'M +e. 7 —
W
� ' s A JVA!l AA 4
WORK SATISFACTORY:PROCEED ElPROJECT COOMPLETE�J,^ 7�-r
cc Ni(
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN
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. (952) 249-4600
Owner/Contractor on site:
Inspector.
White CopylInspector's File Canary Copy/Site Notice