HomeMy WebLinkAbout1996-008155 - new septic f
PERMIT
y CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 WATER
Permit Number:
Crystal Bay, Minnesota 55323
(612)473-7357 Date Issued: 07/17/96
SITE ADDRESS:
485 THOROUGHBRED LA
CH
P. I . N. < 04-117-23-11-0019
DESCRIPTION:
NEW SEPTIC
Sewer 2a Water Permit Type NEW SEPTIC `3YSTE
Sewer & Water Work Type RESIDENCE
REMARKS:
FEE SUMMARY:
Base Fee $100 .00
Surcharge ----------I K
Total Fee $11:0. 50
CONTRACTOR: - Applicant - OWNER:
CLOVER HILL COMPANY INC: 57 37155 E I DEN TONY
BOX 2262485 THOROUGHBRED LA
SHAKOPEE MN S5379 ORONO MN 55366
(61 2) 723-7155
THE 11NDERSZGt ? HEREBY REQUESTS PERM�ISSI � MA �� 5
SPECIFIED ,,AND 'AGREES TO file ALL WORK IPS STRI ��#� � �`W�"�F AI��.
ORONO ORDTNANC:ES AND STATE BF� MINNESOTA SCITL.'DIW tow4w
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE �l
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MIN 55323
JOE SITE ADDRESS:
Occupancy Type: Residential
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
Owner's Name: C,, 6— ,"
Phone Number:
Mailing Address: City: Zip:
Contractor's Name: C vv��r v c- PhoneNumber: 723- 71 ss_
City: I
Mailing Address: U 13 7 5 y
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. m permits may be mailed or submitted in person at the City
Applications for septic syste
mailed out. The permit must be picked up in
Offices; however, permits will not be
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.
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: X Precast Concrete _ Other Manufacturer ire Sfi
Tank Capacities: 1) i ) gal. 2) t 3� gal. 3) / 3� gal.
B. Pump Station (if required)
Pump make & model -'M
s (attach pump curve &
literature); system design requires 3 9 gpm at i 3 feet of head.
High water alarm make & model ��r����.��� Outside
electrical work to be completed by installer k electrician
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 J 'x
Drop Boxes Sand bed dimensions
Distribution Box Pressure Dist. Pipe Diam. 1, s
Maniford Pipe Diam. 2-
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 ofApplicant: J �� r� �` `" Date: 7 " 17
MPCA Certification No.:
Staff Review: Approv Denial
Reviewer:
Date: '
Reason for Denial:
CITY OF ORONO
v e SEP-I'1:C SYSTEM APPROVAL
'ITT of ORONO
O .N 0
`v+ Mwilcilml Offices
- Post Ofnce Box(4
C;ry stat Bay,Miwiesota 55323-OW
t9 E1�Sj 140
LOCATION: 2485 Thoroughbred Ln.
OWNER: Tony Eiden
GENERAL CONTRACTOR: Tony Eiden SEPTIC CONTRACTOR: Clover Hill Co.
SITE EVALUATOR: S-P Testing REPORT DATE: May 12, 1994
The City of Orono has Approved your on-site system design as of September 14, 1995
(approved-disapproved) (date)
with the following comments:
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 INSTALLLRS: Any changes to the approved plans and specs must have prior approval of the
Inspector (4.73-7357). 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
Stephena roan, On-site Systems Manager
'r[LEM LONE--473-7357• FAX-473-0510
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S–P.TgSTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • 612 497-3566
Y ( )
May 12, 1994
Tandem Properties
Lot 9 , Block 2
Dickey Site
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - LrB - Lester loam.
A seasonally high water table was located at 18" to 38" , (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
11. 1 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. (mercury floats are a good method) .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area.
CONT' D
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Lot9,Blk. 2
Dickey Site
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(2)
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
I
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. Smaller amounts of laundry
soaps , dish soaps , cleaning agents, etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria
needed to treat septic effluent properly. Additives are not
recommended, they may cause harmful damage to your system.
Recommend to pump & clean your tanks by a certified pumper
every year if you have 1 tank & every 2 years if you have 2
tanks to insure proper maintenance. I
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Steven B. Schirf�ies-----
SBS/ds
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liLD/N�i oT PL Rte, a
3 47 � �r. �' r
DATE PEffmi-F .
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+ r APPRO•': V AS SUBMITI EO
APPROVED WITH CORRECTIONS AS NO Eta �
-� -� "" `• NOT APPROVED — CORRECT & RESUB I iT
.>V ~ \ \ a these comments are cr your information All work sheli +be 0,98
W fail compliancE vitt. �. iwPticabip. tv*hr's & zon' aver « TsrGfrD4�G �la'�"<<G`� GO•?a`s'�'R+-t L"5103•�
�.�.� ^� MS
tW \ x + 1Atai6[e�r►ents irb:!Jd��r �tc�r•; not sPp^ffica3`y noted �n i�
y o>y.3 cd 'KEEP •THIS t-UV^NJ' '--%f TI J SI( . AT ALL :'I !
3.� io,So lbi
h
1 \ \ I \�'
+
'51
+ I -95'-
��o�G°I ion.y l0►9.0 � � 1
M +
10.1a 0
Percolation Tests Scale=
�7 ' XSoil Borings
�3 _ \I 0 Bench Mork
A ►kms
k '«YAKS ¢ Note= This system is to be constructed to meet
,\ i the Minnesota Pollution Control Agency
R1T1[�tr►b ------ --
��NRr� Sz Chapter 7080 & Local Ordinance
4- o/
t
� CD
Check all underground utilities
asst
Toes.o PROPERTY OF: \L �
�-0 ) LOLL
01v-0 t..t b �I 4-F�1�\ L�0
S—P TESTING
�ft��
Designed By- -
Date:.�/L21-IY, P-4. 62 -497-3566 I
O�
--------- --- F90)06-
: 15 S !l
Sip — -----
� 3.o i �F".F. sA►.!v �
SET- BACKS
HOUSE System must be:
Tonk 2,d from property lines
L� 1ST from wel!s
7-0 from b!dgs.
r��• Treatment oreo _'from lakes streams
t�� A WA��-°`�T ,- '— NOTE:Power supply and switches must be located in a
A Treatment area 1& from property lines
µ 11-\ 'CW*_ \-V MA P Rom S +r-» ►T" �,from wells
weather proof enclosure outside the pumping chamber and manhole
-0 1F6+rP-CA*NYb [iAGCFr�L ZO from bldgs.
t- -, J-D from trees ySOIL BORING ELEVATIONS
�Qmin. THAI EL.-
' 3°da.su grade..%TK'2 EL.-IDl7.y
Tank I' � Tank. PRESSURE DISTRIBUTION MOUND SYSTEM TH A3 EL.-.L►.;z'•o
Drop to Tonk_ U TH;'4 EL-,�3z
Min. C to 8' Pumping TH 7 5 EL.- La 3
Mox.l"io4' t=� P '�t�la`G.�.� SHA`t_oc�J ChamberELEVATION of PROPOSED PUMPING
4��to 6��dia.pipe CHAMBER-IQ{-q&LVID) TQ 4Y 'v 10)". I
LX_-to3o.o1
SYSTEM DESIGN -MOUND
TYPE-S, Ji- BEDROOM , Average percolation rate 1) min./inch (design.83sq.ft treatment area per got. of daily sewage flow)
I./d x.83s .ft/gal. s .ft.of treatment area +10% =LL -�sq.ft. (= IOft.width=�ft.length of bed area+side slope run�to I x 3_Z height= _ft.x9�_ft.lawn area needed)
ga ay q g sq
.ft.
rock needed- ('.4 sq.ft.treatment area x1,09" depth of rock=01 e�'.cu.ft=27=31_cv.yds.(3/4'to 21/x'dia. ,includes 2�'of rock above pipe)
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Clean sand fill below rock needed 1'XD_cu yds. approx. , sandy loam bock fill�_cu.yds.approx., topsoil 6"�cu.yd.
W�st�v (t=�Go�•'l'MEND 'to AVO ao°7o 'Co -�'oPSo\�.FoE- {R-FtG�LAQ- Si.o4�.�-� ----L�`o.�SoCA�.�
Number of tanks required-m-L-, Ist tonkL4SQ.gol. ,2nd tank 2o0D gal.minimums F-os Pt-►m Pi NQ-
Pumping chamber capacity- 25% of doily sewage flow ofObO-gal.=.L`e_gal.+reserve storage of 150•-x1/BF�:.'_&!L gal.+pipe bockdrainagePROPERTY OF: 5rm-,- ,
of 14 gal./IOO lin.ft.of Z ".dia.supply Pipe, Iin.ft needed 2�, 11-gal.+manifold gal./IOO IirLft of_2_"dia.pipe,ln.ftneeded-OL ,_7 _gol. 1{O-� °� zl"be-- '01, -
total capacity needed ` ` -gal.(plus area for pump) usE min. J;t.5�0 gq 1.ce p. -d0
Distribution pipe !a�dia. ,Lcj!S�_lin.ft, 1229:dia. perforations 3Ja"aport
Pump size •rte hp. (pumpable capacity 10y gol.4cycles/day) ����__1 _►�EAo s� o�5c1�1}3�U�._ ��`_ i $_P l'E"S]'/l1/G
Note When constructing bed this area should be shaped Note= Distance- from treatment area to neighboring we"s- Designed B •`�� 'r`—
to divert run-off from entering treatment oreo. -- %� Inn, g y
Oc'e <_/!�/A=� , PH. 612-497-3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated 7 SD gpd xt o Type r type lr type in Type ry
or measured x 1.5 = - gpd. Bedrooms
2 300 225 180 hoz
3 450 300 218 of
B. SEPTIC TANK LIQUID VOLUMES 4 600 375 256the
5 750 450 lcoD gallons 6 900 525 332 0th.
7 1050 600 370
8 1 1200 1 675 408
C. SOILS (refer to site evaluation) r _ C 3 Number sN� I�
of [,y.a G-&,Ip
1. Depth to restricting layer= a4"- Zq inches stems
2. Depth of percolation tests = j-inches (PLW.•' (PU-)
3. Percolation rate 1 1 . ! mpi 23 r less ,705000 1.1125 I
4. Land slope 3 % 5 or 6 1000 2.000 I
7 or 8 2,000 3.000
over 9 See fig.C-6 (z 1.5)
D. ROCK LAYER DIMENSIONS I
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
�_gpd x 0.83 sq. ft./gpd = b�sq. ft-�i t*, -�qNa
2. Select width of rock layer (10 feet or less) _ 10 ft.
3. Length of rock layer=area_width = Rock Bed
t,,K L4_sq. ft. ft. t, ft.
1•ti•ti•tiK•�•ti•ti•�♦•ti•�•�•�•ti•S•� �
!•r•!•!•!•!•r•r•r•!•r•!•!•r•!•r
tiidth 510 ft.
S•ti•S•ti• •ti•ti•ti•tiK•V•t•ti•ti•ti•ti•ti
1.1•tiK•ti•ti•ti•ti•ti•�•ti•ti•ti•Nti•ti•ti
E. ROCK VOLUME �- Length j
1. Multiply rock area by rock depth to get cubic feet of rock;
sq.ft. x ft. =0j.-IL cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�)I t' cu.ft. i 27=-;0 cu. yd. j
.3. Multiply cubic yards by 1.4 to get weight of rock in tons;
cu. yd. x 1.4 ton/cu. yd. = a tons.
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F. ADSORPTION WIDTH G L01:1*1
on Width Sirs Table
1. Percolation rate in top 12 inches of soil is 11, Percolationi d y R& °t
mpi Rase Gtitinutes per;,,., Soil Texturepa.�,:r 1O`f``
(mpi) t- ab-"M i
2 Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00
0.1 to 5 Sand 120 1.00
• 4 S gpd/ft2 0.1 toy Fine Sand- 0.60 2.00
6 to 15 Sandy Loam 0.79 1S2
16 to 30 Loam 0.60 2.00
3. Calculate adsorption width ratio by dividing rock layer 31 to 45 Silt Loam 0.50 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; clay_ oam .4 2.67
61 t0120 Gay 4 5.00
1.20 gpd/ft2?- '14 �' gpd/fF= ;Z-1,? Slower than 120 Clav - -
••Soil loving 509E or more of faw or very fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
0 x_j ft ft
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G. 'DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
2-L" ft-eft= _feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation ). d feet
b. Multiply rock layer width by landslope ' '°dt c°".r.
to determine drop in elevation; t feet Re ed
Slope Difference
Separation feet
l x Z %-1-100= feet Slope Difference at
UpsloDe Width
c. Add depth of clean sand for separation (2a) J1-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 -4L feet
of rock layer;
/.e) ft+ 1ft + Ift= 3.0 feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3 -5,n
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.0 x_3,v..o =_LL feet
f. Add depth of dean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer(20 to find the downslope height;
-7.o ft+._ft= 3.3 feet I
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of 4:S L/
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3.3 x 4.94 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;
feetODS-JJ� ae
1. Total mound width is the sum of ► i
loan
upslope dike (G.2e)width plus rock IV,(t,4 Width
layer width (D.2)plus a Uosloo.Midt� UDt1Ge.wldtq
downslope dike width(G.2i); 3 t' "°`
teat I
o E i
_ft+ I0 ft+ ft feet
k. Total mound length is the sum of Cuw f e to
upslope dike width (G.2e)plus rock layer 1
length (D.3)plus upslope dike width (G.2e);
_)ft+eft+ 1I ft=
feet f
I q + L� + - /off e� +
Total Lengtn•/0j;t �
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Downslope Lpslope
3:1 l•1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
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%slope
0 3.0 44 5.0 6.0 7.0 3.0 4.0 5.0 60 7.0 84
1 349 4.17 526 638 7M 2.91 3.85 4.76 5.66 654 7.41
2 3.19 135 556 6.82 8.14 28.1 456 536 614 6.90
3 �3o r 388_ 732 8.86 2T Z. 4.35 5.08 5.79 6.45
4 3.41 4.76 615 -- bd` 3.45 4.17 4.86 5.46 6.06
5 353 5.00 6.67 857 10.77 261 3.33 4.00 4.62 5.19 51"1
6 396 516 7.14 938 12.07 254 3.23 3.85 4.41 4.93 5.41
7 390 556 7.69 I034 1373 248 3.12 3.70 423 L70 5.13
8 3.95 5.86 833 1154 1591 242 3.01 3.57 4.05 4.69 498
9 4.11 625 949 13.04 18.92 236 294 3.4.5 3.90 430 4b5
10 429 667 10.0 15.00 2333 231 286 333 3.75 4.12 4.44
11 4.48 7.14 11.11 17.65 30.43 226 278 323 3.61 3.95 426
12 4.69 7.69 1250 211A3 4375 221 211,0 3.12 3.49 3.80 4.06
• F-17
PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: I C.-e C--
Gravity Distribution K T"-U
1. Minimum suggested is 600 gallons r hour(10 m)to stay ahead of _ }�
gt� g l� ,.
OC y d GaeNnIN FaMlc<or water use use rate. Nie LO0"'► °Ior.. wort ng g•eo Yn papr)Mr arse•w.e
'
2. Maximum suggested for delivery to a drop box of a home system is 2,700 Perlere�an mows H-a 1.11Y
Inb cao H- T"
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. R«: Ike sea.
:.. W
PerfarelN-Lasted
at
Pressure Distibution view sat"Late, a." .t LAMM
3.a. Select number of perforated laterals
b. Select perforation spacing= _feet. �Pk So4 L.'W
C. Sub'tra�2 ft.from the rock layer length.
-2 ft.=• (g Lg feet.
d. Determine the number of spaces between perforations.
Length perf.spacing= !�1 ft.+ ft.= 22 spaces Required Perforation Discharge
e. spaces+1= a perforations/lateral in gallons Per minute(gpmj
f. Multiply perforations lateral by number of laterals to 7/ Z" D e Z�� 34'
��
get totallumber of orations. >,taala x I? =1�perfo a ons. (feet)
g. x SPmi Ped c2�-gpm.
1.0a <6 0.74
SELECTED PUMP CAPACITY 3!�-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
U feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity s stem,zero.
feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L.= a,to ft./100 ft of pipe TTtDi
b. Determine total pipe length from pump to discharge Elevation Difference)
point. Add 25 percent to pipe length for fitting PUMP
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
I -r_x 1.25= f)j -feet
1-5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying Urn Bitot lau ptr loo n of Pipe
friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20
Total friction loss= ), (., x'_+100= Z feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
+ _+ 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 feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
G Pump selection 60 5.60 0.82
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1. A pump must be selected to deliver at least
J
3c) (Step A)with at least 13 feet of total head(Step B).
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CERTIUIGA'1'I,5i� ;! 00627 1�c js of Soil Borin(j5
Location or Project Lot 9 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-19-94
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 1015. 0 feet Surface elevation 1017.4
_____7
Topsoil dark brown Topsoil dark brown
loam loam
10 - 112"
0 - 1 . 4.1 1 -
Dark114" - 1 , 811 broyoamla Brown clay loam
2 - Brown clay loam 2 - 1 ' 2" - 2 ' 211-MOTTLED 2' if
Rusty olive brown
clay loam
3 - 118" - 3 ' 211-MOTTLED 3 2" 3 - 212" - 314"
Rusty olive brown clay Rusty olive gray silty
312" - 311011 loam 3 ' 4" - 3 ' 10" clay loam )
4 - Rusty olive gray silty loa 4 _
3110" - 4 ' 4" Rusty olive gray
Rusty olive gray silty silty loam
414" - 51 loam 3110" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
II
8 - 8 - i )
I �
End of boring at 51 feet. End of boring at 51 feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours after boring . hours after boring.
Not pres=ent in hole X Not present in ho'-2 x
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Mottled soil : Mottled soil :
Observed at 312" feet of depth. Observed at 2 ' 2" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
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Location or Project Lot 9 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-19-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Iiand X or Power Flight or Bucket X
Depth, Boring number 3 Depth, Boring number_ 41
in in
feet Surface elevation 1015. 0 feet Surface elevation 10 3 . 2
0 - --- — — 0
Topsoil dark brown lam
Topsoil dark brown 0 - 8"
loam
1 - 1 - Brown clay loam
0 - 1-1/2 ' 8" - 1-1/2 '-MOTTL D 1-1/2 '
Brown clay loam
2 - 1-1/2 ' - 2 ' -MOTTLED 2 ' 2 _ Rusty olive brown
Rusty olive brown clay loam loam
2 ' - 21811
O
3 Rusty olive gray 3
silty clay loam Rusty gray sandy lloam
to loamy sand w/71"
4 - 2 ' 8" _ 4 ' 4 _ layer of silty ]loam
Rusty gray silty
loam
5 - 4 ' 51 5 - 3 ' 5 '
6 - 6 -
i
7 - 7 -
8 - 8 -
I
End of boring at 5 feet. End of boring at 5 feet.
I
Standing water table : Standing water table:
present at feet of depth, present at feet of depth,
hours after boring . hours after boringi-
Not present in hole_ __ X Not present in hole X
Mottled soil : Mottled soil :
Observed at 1-1/2 ' feet of depth.
Observed at 2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
i
_ I
C],RT� .'1'C,1TI01 ;t 00627
Location or Project Lot 9 , Block 2, Dickey Site, Orono
Borings made by S-P -esting, Inc . Steve Schirmers Date 4-19-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : IIand X or Power Flight or Bucket X
Depth , Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1024 . 3 feet Surface elevation 1023 . 0
0 - --- — — 0
Topsoil dark brown Topsoil dark brown
loam 0 - 10" loam
0 - 1 '
1 - 1 - Brown clay loam
Brown sandy clay
loam
l ' - 21 -MOTTLED 2 ' 10" - 1 ' 10"-MOTTLED 111011
2 - Rusty 21 - 2 ' 4" soanXe crioaw 2 Rusty olive brown
clay loam
3 - Rusty olive brown 3 - 1110" - 314"
sandy loam
214" - 4 ' Rusty olive gray
4 - 4 - silty loam
Rusty olive gray
clay loam
4 ' - 5 ' 314" - 5 '
6 - 6 -
i
7 - 7 -
I I
8 - 8 - !�
End of boring at 51 feet. End of boring at 51 feet. '
Standing water table: Standing water table :
present at feet of depth , present at feet of depth,
hours after boring . hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 ' feet of depth. Observed at 1110" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
i
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made h\ S—F Testing, Inc. on 4-20-94 tartin cit 12 : 51 a.m. ., I
Lot9 ,B1k. 2,Dickey Site 1 4-19-94
Test hole location . Hole number Date hole%N as prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
i
Soil data from test hole:
Depth. inches Soil texture
i
0 - 12 Topsoil dark brown loam
i
i
i
i
i
Method of scratching sidewall Kn i f P
Depth of gravel in bottom of hole 2 inches
4-19-94 1 : 30pm 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
6
Maximum eater depth above hole bottom during test inches
Time Percolation
,-tme Interval. !Measurement. Drop to eater rate. Rcmarl.si
minutes i inches level. inches minutes per
' inch
I
12 : 30 prefill 6
12 . 51 1: 21 2-1/4 13 . 3 30 min
1 : 24 1: 54 2-1/8 14 . 1 I "
2: 06 2: 36 j 2-1/ 8 14. 1 "
t
i
I i
I
i I
I
i
i
I
Percolaiion rate = 13 . 8 minutes per inch.
II
CERT.#00627
PERCOLATION TEST DATA SHEET
ii
a.m_
Percolation test readin=s made by S—P Testing, Inc. on 4-20-94 starting ar 12: 49 m �,
Test hole location Lot 9 ,B 1 k. 2,Dickey Site Hole number 2 4-19-94
Date hole xk as prepared
Depth of hole botton-L 12 inches. Diameter of hole 6 inches
I
Soil data from test hole:
Depth, inches Soil texture
I
0 - 12" Topsoil dark brown loam
i
I
I
Method of scratching sidewall KNife
Depth of gravel in bottom of hole 2 inches
4-19-94 �1: 30pfm. 12
Date and hour of initial water filling epth o initial water fillinO inches above hole bottom
Method used to maintain at least 12 inches of eater depth in hole for at least 4 hours Automatic siphon
6
Maximum Hater depth above hole bottom during test inches
Percolation
Time it
ime interval. :tea>urement. Drop in water rate. Remarks
minutes I inches level. inches minutes per
inch
12 : 30 prefill 6
12: 49 1: 19 3-1/2 8. 6 30 min
1: 26 1: 56 ; 3-1/4 9 . 2 "
2: 07 2: 37 I i 3-1/8 9. 6 "
i
I �
9
Percolation rate = ' 1 minutes per inch.
_ i
CERT. r00627 i
PERCOLATION TEST DATA SHEET
I
S-P Testing, Inc. 4-20-94 12 : 53 `'.m.
Pcrco:aci n test readings made b\ on starum,a p.m.
Lot9,B1k. 2 ,Dickey Site 3 J""' 4-19— i
Test hole location . Hole number Date hole xx as prepared
i
Depth of hole bottom 12 inches. Diameter of hole 6 inches j
I
Soil data from test hole:
Depth, inches Soil texture
i
0 - 12" Topsoil dark brown loam
i
I
I
l
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-19-94 12: 30pm 12
Date and hour of initial water fillimc . 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%\aterdepth above hole bottom durinL,test 6 inches
Time Percolation
"ime interval. Measurement. Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
12 : 30 prefill 6
12 : 53 1: 23 3 10 .0 30 min
1 : 28 1: 58 2-7/8 10 . 4
2: 08 I 2: 38 2-3/4 10.9 "
I
I
I i
i
I
i
I I
Percolation rate = 10. 4 minutes per inch.
II
CERT.#00627
PERCOLATION TEST DATA SHEET
I
S-P Testing, Inc. 4-20-94 12: 47 a.m.
Percolation test readings made b-% on starting at �p.m. ^;
,e„. `--
Test hole location Lot9 ,B lk. 2,Dickey SiteHole number 4 Date hole was prepared 4-19-9 4
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
i
Depth. inches Soil texture I
0 - 8” Topsoil dark brown loam
8" - 12" Brown clay loam
I
i
I
i
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
4-19-94 1: 30pm 12
Date and hour of initial a ater fillin�L 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 w ater depth above hole bottom during test 6 inches
Time Percolation
ime interval. Measurement. Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
12 : 30 prefill 6
12 : 47 1: 17 It2-3/4 10 .9 30 miry
1 : 30 2: 00
i
2 : 09 2: 39 "
Percolation rate = 10 -9 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
I
S-P Testing, Inc. 4-20-94 12: 45 'x:
Percolation tc,t readings made by on starting at p.m. }
Lot9 ,B1k. 2,Dicke Site 5 4-19
Test hole location �' . Hole number . Date hole was prepared
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test hole:
I
Depth,inches Soil texture
I
0 - 12" Topsoil dark brown loam
I
I
I
Method of scratching side.+•all Knife I
I
Depth of gravel in bottom of hole 2 inches
4-19-94 1 : 30pm 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
Maxim6um %pater depth above hole bottom during test inch .1
Time Percolation II
,\imc interval. Measurement. Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
12: 30 prefill 6 i I
12: 45 1: 15 4 7. 5 30 min
1: 32 2: 02 3-7/8 7. 7 "
2 : 10 2: 40 i 3-3/4 8.0 "
i
i
I
i
Percolation rate = 7. 7 minutes per inch.
II
CERT.#00627
PERCOLATION TEST DATA SHEET
I
S-P Testing, Inc. 4-20-94 12 : 43 a.m.
Percolation test readinLs made by on startimL,at p.n
Lot9 ,B1k. 2,Dickey Site 6 ' 4-19-
Test hole location Hole number Date hole was prepared
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test hole:
i
Depth.inches Soil texture
0 - 10" Topsoil dark brown loam j
10" - 12" Brown clay loam
I
Method of scratching sidewall Knife
I
Depth of gravel in bottom of hole 2 inches
4-19-94 1:30pm 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 r
Maximum water depth above hole bottom during test 6 inched;
Time Percolation
ime interval. Measurement. Drop in water rate. Remarks
minutes inches level. inches minutes per
inch
12: 30 prefill 6
12: 43 ! 1: 13 2-1/8 14. 1 30 min
1 : 34 2: 04 j 2 15. 0 "
2: 11 2: 41 " 2 15. 0 "
i
i
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i
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j I
Percolation rate = 14 . 7 minutes per inch.
DTE �T E
CITY OF ORONO CALLED IN
INSPECTION NOTIl�E SCHEDULED
PERMIT NO. MPLETED
ADDRESS
OWNER CO TR. •
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18IXCAV/GRADINGIFIWNG
h . 02 FRAMING13 MECHANICAL FINAL 19 LAKESHORFJWETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
2 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UO 08 PROGRESS
v 07 DEMO—SITE 27 SE 21 COMPLAINT
W 07 DEMO—FINAL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 38 FOUNDATION REMOVAL
2 OWN RET _ O
«� COMMENTS:
CUL
cc
0
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0;
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12
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W 4elWORK SATISFACTORY:PROCEED 17,PROJECT COMPLETE
cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
Ci 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 n xt i ion 24 hours in advance.473-7357
OwnedContractor
Inspector.
White CopyAnspectoes File Canary Copy/Sib Notice
DATE MME O
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED O
PERMIT NO. COMPLET
ADDRESS
Ll
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 ME6WkNICAL RI 1 18 EXCAV/GRADING/FIWNG
IQ 02 FRAMING 13 MECHANICAL FINAL19 WKESHORE/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-W 06 PROGRESS
07 DEMO–SITE 27 SEPTI 21 COMPLAINT
07 DEMO—FINAL I 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL36 FOUNDATION REMOVAL
Z OWN T 0 MEET Y _NO
y COMMENTS:
o;
0
0
a
a;
0
LL
W
cc
Q
i
W
W
ORK SATISFACTORY.PROCEED 7-- PROJECT COMPLETE
W
Ct ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
O 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
OwnedContractor
Inspecto4�82 2 0&F�m K r—w-L a
Pq
wl,il.Copynnspeclor's File Canary CopylSMe Notice
D TE
7-!L�
CITY OF ORONO CALLED IN
INSPECTION NOTfE SCHEDULED
PERMIT NO. COMPLETE
ADDRESS
OWNER CONTR. d.
TELEPHONE NO.
DESCRIPTION
IL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL SO. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MNNT. 21 COMPLAINT
07 DEMO--FINAL 15 SEPTIC INIVILL 22 FOLLOW-UP
= 09 PLUMBING RI C Fl 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
oWNER/CONTRACTOR To EET YOU: _NO
y COMMENTS: yke--\ let"
a
7z�Tw7k AQ
j
o y
cc
0
W
cc
Q
12
W
W
cc
O
W ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE
cc W
❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V 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 inspection 24 hours in advance.473-7357
Owner/Contract
Inspector.
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