HomeMy WebLinkAbout1997-009455 - new septic system . � PERMIT
_
= CITY OF ORONO
2750 Kelley Parkway- P.O. Box 66 PERMIT TYPE: _ _ `
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Permit Number: " '` ` ' `�
Crystal 18ay, Minnesota 55323 � - �•
(612)473-7357 Date Issued:
SITE ADDRESS:
_:,_ _
DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: -� _ - OWNER:
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APPLICANT/PERMITEESIGNATURE ISSUEDBY:SIGNATURE �C-J f�,
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CITY OF OROi�TO SEPTIC SYSTEI�I PERt`�IIT APPLICAT'ION
Box 66 (2750 Kelley Parkway)
Crystal Bay, 1��t 55323
JOB SITE aDDRESS: .�/ S� + c x S -�-r_
Occupancy Type: Residential � Commercial Other
-- _----_� �
Permit Type: Ne�v o Replacement �y�stem, $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: �1-11� ,� <� ,r i S d � Phone Number: y7� - 2�/�
l�Iailing Address: -��� ,c S1-r - City: U �� ✓a c� Zip:
Contractor's �'ame: 5,,�f,���-�-�',s u�-,f: t-y 5�^ . Phoneti`umber: 4��3-�/�0
Mailing Address: -3��c S L/�,.�-, /v i City: �,,., zG_,_{-�, Zip: �S 3� )
DO \TOT l�IAIL PAYi��ENT WTTH THIS APPLICATION
GE�IERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
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
Systzm Approval" cover sheet si�ned by the City Inspector.
4. The followinJ 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 rouQh-up but prior to sand placement (sand will be jar tested for silt content),
and a�ain durin� pressure distribution piping installation in the rock bed.
D. Fi.nal 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 holdin� MPCA Installer Certificate shall be present durin; 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.
�� � �
L �- ) 1. I have received a copy of the system desi�n including the City of Orono
Septic System Approval Cover Sheet.
�� � 2. I will be installina the followinQ:
J ., ��k5��-
A. Tanks: =��- Precast Concrete �Other �_ Manufacturer ���5«
Tank Capacities: 1) �? �al. 2) __��gal. 3) � gal.
l�zs� �,�a � �(A,
B. Pump Station (if required) �-�--�i�Y1� ��
Pump make & model �-�,��/�( i��i�'�� ��IG��
literature); system desi;n requires =/Z jpm at 3 J feet of head.
High water alarm make & model , ;yy����� ,,_ >,�,,�,�,�� Outside
� ' electrical work to be completed by installer electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. =� Mound �5
Depth of rock below pipe " Rock bed dimensions rr� 'x�'Y3��l?
Drop Boxes Sand bed dimensions yo 'x�
Distribution Box Pressure Dist. Pipe Diam. �_"
Maniford Pipe Diam. Z "
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 �vith 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.�
,�"�
,
SignatureofApplicant: ��1���� �� �-- Date: � � �, - %�
MPCA Certification No.: �7 ,S�
Staff Review: Approva Denial
�
Reviewer: v Date: � o�(�"��
Reason for Denial:
�
� , �7�P TESTING� �I�I C. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License#394
May 28, 1997
�;���
`- -,� �19g�
Alan Carison �,qp
3125 Fox Street -����'
Orono, Henn. Co., MN �
This site has an existing on-site sewage treatment system which is classified as failed
due to not meeting a 3' separation from the seasonally saturated soil (mottled soil).
This on-site sewage treatment system is designed for a Type 1, six beciroom home, in
accordance with the Minnesota Poliution Control Agency Chapter 7080 and locat
ordinances.
The soils on this site are SCS soils mapped - HbB - Hayden loam. The seasonally
saturated soils were located at 24" to 28". Due to the seasonally saturated soils, a
Pressurized Mound System will need to be installed to treat septic effluent. The bottom
of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 12.1 mpi.
The existing tanks are recorded as block type. The tanks must be water tight and may
be used upon approval from the local Inspector. If the tanks are not water tight, they
must be abandoned, pumped and filled with soil.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be Iocated outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump failure.
1
� �
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 tumed over,
just break up the sod, be sure not to over work.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
constnaction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc.) human waste & toilet tissue
should be disposed of into the septic tanks. Garbage disposals are not recommended,
due to adding more solids &fine solids passing through to the system. Excessive
amounts of soaps, cleaning agents 8� chlorine agents may kill the bacteria needed to
treat septic effluent. Additives are not recommended. Recommend to pump & clean
your tanks through the manhole by a certified pumper every 2 years. Check with your
pumper to set up a schedule.
Steven B. Schirmers
2
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v 1� x89.� ��CEEP._.1�11 F-t��V_Y t0���z�nEtV7 o�r pF -THE
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�,` i (��.. � \ x9z.4 �IZOPOSE� �R�F�TWIENT AP.CT� �k-rOZ� t�13►.�.
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PROPERTY OF� 1a`-��''� �A`��-��
��i_i r�L „r- nn H�� Hn!�= ^n��F� � Percolotion Tests Scafe� '� "=5�%
OF WELL XSpil Borings �° 1 a� '�(� � �-s�'��'�_�
E�-lao•o�� �Bench Mark ��d�,� M � • 1--�'� '�-14-� . �. I
Note� This system is io be constructed to meet
` - --- the Minneso;a Poilution Controt Agency S-P TEST/NG /NC. -
Chapter 7U80 & Local Ordinance
Designed By' � p� — � . ��;u J�.. �---
Note : Check all underground utilities Dote .�l�o/�, PH.6�2-497-3566 I
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SET- BACKS
HOUSE Syslem must be�
Tank 30� from property lines X �F--�'���'� �}�Sf-+� w�oT� .
� (rOm wel!S
ao from b:dgs. ,
:u�;� ireatmen� oreo =�f�om bkes, = streoms NOTE=Powel wpply ond switches musf be bcated in o
Treotment oreo 3s2�from property I�nes W��h� a�f encbwr2 aAs�de the pumping chomber ond manhde
M�4N�}ocES m�� ►�" .�. from we'Is
�Q��F'«- a�'trom b!dgs.
c�., �'irom irees � � SOIL 80RInG EI.EVATIONS
i � J c � � *
�min � . THIII E!.-�_• �t�lA - l00. 1
� � i 3"d�o.s � 9�e _ o�o TH.�2E!.�L2 -,'1-r'a,� - �oo.ti
I Tonk � - 3as - Tt;. 3E�.- �`I,N -(� sA- �00.3
::i
Orop to Tank I Tonk ••� PRESSURE DISTRIBIJTION MOUND SYSTEM .r�..�.� �L. .��"yA- 9�. 1
I � TH`5 EL.-
I N��n, I�io 8� �Pumping
Max.l�to4� � ���P '��U�C-S SHA��-oc� �mb�� EL�VATIOV ol PROPOSED PL�MPING
4�l0 6��dio.pipe CHA�B�n-�`���� ���P �a.'�
. -fa4_o�r EX.�s4�s�v Q,..o�� - /o/•O
SYSTEM DESIGN -MOUN� I��P�o�l, ,�.ou��yr �.o o�- �3.c>
TYPE—�, � BEOROOM , Avefoge percoiotion rote�min./inch (design.83sq.ft treotment orea pergol.of daily sewoge flow)
00 �/�y x.83sq.Klgd.?�2 sq_ff.of treotment oreo +10%= sq.ft. (.:- IOf�aridth=2�fi.{ength ofbed area+sidesloperun `__t__to t x3_� heigN= L � ftxL�i�lawn•orw needed)
.� � ��
I Clean rock needed— �`� sq.f t.treotment orea x !.��'� depth of rock= `�� a.f t=27=�w.yds(3/4 to 2 I/� da. ,indudes 2 of rock above p'►pe) ,
! G o A�� o x. s a n d y b o m bock fill 3� ai.y d s_a p p c ox� topsoil 6�2`d cv.yd. �v�. SA�-1� otiP�� � l. O
! u�Asttc� C l e o n s a n d f i l l b e l o w �o c k n e e d e d�_c u y d s. P P r o , i-�c.c�r�i�a�.�.�._.-C o A v o �0 7 0 -�C o T o e s o��.E o F- .t F R�=�!-�¢��—�-��o)
Number of tonks required�_, Ist tonlc z � gol. �2nd ianlc vv� �I.minrrxms fw s 4►-1m P�N�t� L��m p��-
'C�'R�S�v S 1^��G
I Pum chomber co t 25'/0 of do' sewoge fbw of �a t.=33� l+reserve s4orvge of 15 0 yh 1/B�24Q got.+pipe boc�c dro'noge— Q � L g���.
ping poci y- dY 9a 9a PROPERTY C==
of_J`d gol_/IOOlin.ft.of a�d'a. supply pipe, lin.ft.needed ��� , �5—go!{ monifo!d�`�gd./IOOfinflof a�dio.pipe,Ir�ftneededZ ,�gol. 31 a� o s
Itotal copocity �eeded ►�L gal.(Plus area for pumP) us E. rn,,n. oo gq l.ca P_ o�.o �..1- Co.
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1 Oistribution pipe ���da. , �.L2_lin_ft_, ��3 dia. perfo�otions�S���oporf
� � � � � �I a, qo,► ) M� n. $—P TEST/NG / C;
Pump s¢e ��_hp. (pumpoble copocity a`� gol. 4 qGes/doy) U s�o 37 H�Ao P��6s �S?����— ,-7
� Nole= Whcn coRSlruu�ng bed -- , �rus oreo shoub be shoped Note= Oistonce irom treotment o�eo to ne�qhbo�inq w�lls— � peSiqned 9y= � �� �
� to diverl run-of( (rom eNerinq treotment orea. ���'�� ��� �u�� ' PH. 612-497-3566
; � Ooic=�L���'2 �
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MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
< <
A. FLOW e,�;�,u�e s�.r.a��o��,c.u«,.���y csn�
Estimated o o gpd
or measured - x 1.5 = - gpd. e�a►� �`� �u ry�n� �ry�rv
z soo us i so w.
3 ISO 300 218 •r
B. SIIrITC TANK I.IQLJID VOLLJMES ' 6°° "s '� ,�
S 750 454 29+ �
�-f J.�� �' 1-/L�(9 0 g2llOI1S wl��. 6 900 57S 3 72 '"°
7 fQ50 600 370 ,dm,
8 1200 675 �08
C. SOIIS (refer to site evaluation) y N,�� �� �w
1. Depth to restricting layer= ay ' a��;,,��inches B� �,, �,
2. Depth of percolation tests = ���" inches `'"'"' `'W"'
3. Percolation nte f a• ) mpi �l a 4� �'.oSOoo i'.'s o
4. Land slope °10 �«a � a o 0
�Q 9 s«�s�.c-� ��i s�
D. ROCK LAYER DIlv�T1SIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
c�o . gpd x 0.83 sq. ft./gpd = �w� sq. ft.
2. Select width of rock layer (10 feet or less) _ !� ft.
3. Length of rock layer = area�-width = Rock Bed
� _sq. ft. + !�_ft. _�� ft. ,.ti.,.,...,.,...,.....,.,.,.�.,.�
1•t.I•1•t•f•I'•�•I I�!•1•l•f•!•I•
1•ti•1•ti•1•1KHMM•ti•�•1M•�•�•ti
r•f•i•�•�•i•r•r•� r•r•r•f•r•�•r• �dth 510 ft.
+•ti.�•ti•�•ti.ti-ti•ti•ti•ti.ti.�•ti•�•ti•ti
r•r•r•r•r•r•�•r•� �•r.r.r•r.r•r•
�•�•�•�•ti.�•ti•ti•ti.�.�•ti•ti•ti.�•ti•�
.f.r.�.i.�.f.r.f.r.r.r.�.r.r.r.r.
E. ROCK VOLUME ~- 1'�'g�' --�
1. Multiply rock azea by rock depth to get cubic feet of rock;
�,_sq. ft. x .�ft. _�.�, cu. ft.
2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards;
'�cu. ft. y 27=�cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�cu. yd. x 1.4 ton/cu. yd. _ �I tons.
F. ADSORI''lTON WIDTH G� � Abao tlan Wfdth Si� Lbk
1. Percolation rate in top 12 inches of soil is 1�..I mpi r�,,,��,�,� �-- ���
M�,,,,,,,pR�, Soil Texture ,p,� �,'''
c�,pu �.. .:�.�a
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00
0.1 to 5 Sand 1.20 1.00
'-�,,�- �d�f� 0.1 to 5 Fne Sand" 0.60 2.00
6 to 15 ndy Loam 0�79 ��Z
3. Calculate adso Hon width ratio b dividin rock la er t6 co 30 1,oam o.bo z.00
� }' $ }� 31 to 45 Silt Loam OSO 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to 6o c�a [.oaa, o.as 2.6�
1.20 d it2y � d/ft� _ �,.(, 6' co 120 �lay o�a s_oo
� � �,�� �L_• Slower than 120 Cla
"Soil luvin6 501L or mae d fine a vcy fvx sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
a.�x�ft =�.2ft
G. DOWNSLOPjE DIICE WIDTH
"�''� 1. If landslope is � % or less adsorption width inculdes both upslope and
�- downslope widths
2 Calculate Minimum mound size bsaed on geometery:
a. Determine depth of clean sand fill at upslope edge of rock layer:
Separation l•o feet
b. Multiply rock layer width by landslope i reoc c.�.�
t 1ooE Ro ee
ro determine drop in elevation;
S�p�rotton tt�t !
Slope Di��1CB StODt Dtff�rtne� � e�
- x -` %y 100 = - feet UDslope W1Ct� '
c. Add depth of clean sand for separation (2a) -�-'�°�
Rock eea wtatn
at upslope edge,depth of rock layer (1 foot) to �-►«< o o w�s�o�w,e t�
�_reet
d e pth of cover(1 foot) to find the mound height at the
upslope edge of rock layer; l•o ft+ lft + lft= ,�.o feet
d. Enter table with landslope and upslope dike ratio. '
Select dike multiplier of 5 , c� . s:�s s
e. Multiply dike multiplier by upslope mound height to find
upslope dike wiiith: 3.c� x �.� __1..i 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; - ft + - ft = - feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of -
� h. Multiply dike multiplier by downslope mound height to get
downslope dike width: - x - - - feet
i. Minimum mound width is the sum of upslope dike width plus rock
layer width plus downslope dike width; o�
- ft+ - ft+ - ft = - feet "
� UDslop N10t� �:.�
j. Subtract the minimum width (2.i) from the -��•'� > j'
.Nv... .... .� ,F<.,.f. '
adsorption azea (F.4) to find the additional R,�t,.,w,at�
downslope area for adso tion � `"`
� a UDslop,�h'tOtn UPsi�v+iatn
- ft- - ft= - feet 3 �'-`°" �""
k. Add the additional width (2.j ) to the �
downsolpe width and recalculate yo oo�����ta�� :
the total width ` ' ' `' '
�_ft+�ft +�,�ft = �• feet
1. Total mound length is the sum of ` , i:
upslope dike width plus rock layer length ' �� ' `
plus upslope dike width: T,t,,�,�9t�
1S ft+�ft+ 1�� ft = � feet
owns ope ps ope
3:1 L•1 5:1 &1 7:7 3:1 l:] 5:1 6:1 7:1 8A
S�bpe
0 3A �o s.o �.o �.0 3.0 �.o s.o �.o �.o e.o
1 3A➢ L37 S1b 6.38 753 291 3.85 {.76 5.66 i54 �.�1
2 3.19 L1S 556 6.62 d.1{ 2d3 3.70 !S/ 536 Gt4 6.90
L� 3 330 4S4 S.d! 7.32 d.l6 275 337 1.35 5.06 5.79 6.15
{ 3A1 L76 6.75 7.D9 9.72 26a J.IS t.17 l.61 5.16 6.06
S �� S.pp ip l,S7 10.TI 261 733 4.00 t.62 5.19 5?1
6 3b6 S.?b 7.14 938 7207 251 327 3A5 lll �.43 SAt
7 3�0 556 7.69 70.i4 ]3.73 2{8 3.12 3.70 �.27 1.70 5.13
8 3.95 S.dB !3� 1154 15.91 242 3.Q3 3S7 4.05 1.19 4�8
9 4.11 6.25 9.09 13.0/ 1 d.92 2.36 244 3.15 3.90 !�0 �.65
�p �,Z9 �67 l0A 15.00 2333 Z.31 2D6 333 375 �.12 �.M
11 4A6 7.7{ 11.11 17.65 30.0 226 27a 3.23 3.61 3.95 �Z6
12 �b9 7.b9 1i50 21.t� t3.75 2.21 270 3.12 l.l9 3.E0 �.06
F-17
PiJMP SELECI'ION PROCEDURE
EW PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: �-�«
Gravity Distribution r.,.a�
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of .-�.:-.;- - ' a�..N„w F,,,K,,,,a.
water use rabe. � `""+s'�°`°'". I;�'�,°��;�,,.`°'"..'
2. Maximum suggested for delivery to a drop box of a home system is 2�/W . MM�11on Or11Na�.o„�«��a��,
�»� ,..a. .so
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ..,;„w -., �p.� �:•�e �ao.
la ol R«a Lq.,
. . . .. �VrWellwr lentW et
Pressure Distibution ��^�� °i'""«"'•"'
3.a. Select number of perforated laterals 3
b. Select perforation spacing=.�_feeti �w���� ►,•w�r s�in.a
BN�n PIWM 3�wd Le�r
c. Sub 2 ft from the rock layer length.
-�"2 ft._ �� feeti
���
d. Deternune the number of spaces between perforations.
Length perf.spacing=2�ft.+�ft._�y_spaces Required Perfontion D�sch e
e. �spaces+ 1 =,��perforations/lateral �+B�u°�'s P�a"7'�ce�gP�
f. Muldply perforations per lateral by3number of laterals to DH��8e �2 ra�,,, � ad�
get total number of perforations. W�„�� x �,< <�_ ��' perforations. �E�c>
g� � X��''-�gP�� 1.Oa 0.56 0.74
SELEC TF.'D PUMP CAPACTIY�_gpm 2,�b �.g� 1.�4
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
_�Z feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
_��feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. P�P�L�B�
Read friction loss in feet per 100 feet from table. Po�ni oC Discnargo
F.L.= a.� f�/100 ft oE pipe �� T/��
b. Determine total pipe length from pump to discharge Elcvation Differencel
point. Add 25 percent to pipe length for fitting p�p ��
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pi length= F-18b
�x1.25 = `10�feet
C. CalNlate total friCtion loSs b multi 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Y� 8 �, k;a;a,�.�i oo n�r P�a
friction loss in h/100 h by equivalent pipe length.
Total friction loss= a.°� x 0 +100=�_feet 10 0.69 0.20
�� 12 0.96 0.28
4. Total head required is the sum of elevation difference, la 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
aO +�_+ 1 � 25 3.73 1.11 O.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 �'L feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection 6o s.bo o.s2
1. A pump must be selected to deliver at least
�_gpm (Step A) with at least � feet of total head (Step B).
, , �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 5537fi • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Alan Carlson
3125 Fox Street
Orono, Henn. Co., MN
Borings completed on 5-13-97, with a hand bucket auger.
�ORING NUMBER 1A- Elev. - MOTTLED SOIL AT 2'2" - no standing water present in
boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 14" Gray brown loam 10YR 5/6
14" - 26" Brown clay loam 10YR 5/6
26" - 38" Rusty brown clay loam 10YR 5/6 motties 6/8
38" - 48" Rusty olive brown loam 10YR 6/3 mottles 6/1,6/8
BORING NUMBER 2A- EIev.100.4 - MOTTLED SOIL AT 2'4" - no standing water
present in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 16" Gray brown loam 10YR 5/2
16" - 28" Brown clay loam 10YR 5/4
28" - 38" Rusty brown clay loam 10YR 5/6 mottles 6/8
38" - 44" Rusty brown clay loam 10YR 6/3 mottles 6/1,618
�ORING NUMBER 3A- EIev.100.3 - MOTTLED SOIL AT 2' - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 24" Brown clay loam 10YR 5/6
24" - 34" Rusty brown clay loam 10YR 5/6 mottles 6/8
34" - 38" Rusty brown clay loam 10YR 5/6 mottles 6/1,6/8
38" - 48" Rusty olive brown loam 10YR 6/3 mottles 6/1,6/8
Carison soil borings cont'd.
BORiNG NUMBER 4A- Elev.99.1 - MOTTLED SOIL AT 2'4" - no standing water
present in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 28" Brown clay loam 10YR 5/6
28" - 34" Rusty brown clay loam 10YR 5/6 mottles 6/8
34" - 48" Rusty olive brown loam 1 OYR 6/3 mottles 6/8
2
CERTIFICATION N0.627
�STA.T�LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testin��Inc.on 5-1¢97 starting at 11;2��
Test hole location .arl on�.3125 Fox�tree� Orono.
Test hole nwnber�. Date test hole was prepared 5-13_97•
Depth of hole bottom 12.inches. Diameter of hole�inches.
SOII�DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Gray brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 5-13-97,4:OO.pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siohan.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
Water remainin in test hole
11:23 11:53 6 1-5/8 18.5 30 min
11:58 12:28 6 1-5/8 18.5 30 min
12:29 12:59 6 1-5/8 18.5 30 min
Percolation rate=1$,5�ninutes per inch.
CERTIFICATION N0.627
•STAT�LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,,Inc. on 5-14-97 starting at 11:24am•
Test hole location Carlson.3125 Fox Street, Orono.
Test hole number�, Date test hole was prepared 5-13_97•
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
�OIL.DATA FROM TEST HOI,E
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoii dark brown loam
8" - 12" Gray brown loam
Method of scratching sidewall is 1�if�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 5-13-97.�:OOpm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maacimum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:13 refill 6
11:24 11:54 6 2-5/8 11.4 30 min
11:57 12:27 6 2-7/16 12.3 30 min
12:30 1:00 6 2-3/8 12.6 30 min
Percolation rate=12,l�ninutes per inch.
CERTIFICATION N0.627
•S�'ti.T�LI�ENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc. on�¢2Z starting at u;�5 �.
Test hole location Carlson,�125 Fox Street rono.
Test hole number�, Date test hole was prepared 5-13-97•
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL.DATA FROM TEST HOI,E
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is 1��. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling�13-97.4:OOnm. Depth of initial water filling is 1Z_i�.�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic�ip�.
Maximum water depth above hole bottom during test is C inches.
Measurement, Drop in water levet, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
11:13 refill 6
11:25 11:55 6 2-1/8 14.1 30 min
11:58 12:28 6 14.5 14.5 30 min
12:33 1:03 6 2-1/16 14.5 30 min
Percolation rate=�zninutes per inch.
CERTIFICATION N0.627
'Si'AT�LICENSE N0.394
PERCOLATIUN TEST DATA SHEET
Percolation test readings made by S-P Testing„Inc. on 5-14-97 starting at 11:26am•
Test hole location Carlson,�125 Fox Stree�Orono.
Test hole number�, Date test hole was prepared 5-13_97•
Depth of hole bottom],�inches. Diameter of hole�inches.
�IL.DATA FROM TEST HOL•F
DEPTH,INCHES SOIL TEXTURE
0 - 10 Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is 1�pif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 5-13-97.4:OO�m. Depth of initial water filling is l�i�h�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si� on.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
11:13 refill 6
11:26 11:56 6 5-1/4 5.7 30 min
11:57 12:27 6 5-1/4 5.7 30 min
12:34 1:04 6 5-1/4 5.7 30 min
Percolation rate=�,7�ninutes per inch.
DATE TIME
CITY OF ORONO CALLED IN �,,.,��
INSPECTION NOTICE SCHEDULED �� _�T �[ �-a
PERMITNO. ���-=�� COMPL TED � ��
ADDRESS S
OWNER CONTR. / � Y�1
TELEPHONE NO.
� DESCRIPTION _ ��L� ',i�t��
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORF/WETLANDS
p 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO�ITE 27 SEP 21 COMPLAINT
J
�Q 07 DEMO—FINAL 15 SEPTIC INST . 22 FOLLOW-UP
i 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL z8 CEDAR SHINGLES 36 FOUN ATION REMOVAL
O OWNER/CONTRACTOR TO MEET YpU:_YE$��10 � �� �
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� CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. -, pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP OHDER POSTED.CALL INSPECTOR
"- GTATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspec 'on 24 hours in advance.47�73�J7
OwnerlContractor o �'
Inspector. ��J
White Copyllnspector's File Canary CopylSite Notice
r� D TE TIME
CITY OF ORONO CALLED IN /D�
, INSPECTION I�QTI E SCHEDULED �Gl�/rr� ���C'�O
PERMIT N0. 1 �� coMP�E1Eo J�! 1 i
ADDRESS %�� � c`�'� -C: '
OWNER CONTR. `��.,�'<<_��
TELEPHONE NO. � 7.3 - � 3�; C'
� DESCRIPTION
� 01 FOOTING ti MECHANICALRI iBIXCAV/GRADING/FIWNG
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ '07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
� 07 DEMO—FINAL EPTIC INSTAL� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEP INAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES O
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� BEFORECOVERING PERMANENT
CI CORRECT UNSAFE CONDITION WITHIN HOURS. �: pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOPORDER POSTED.CA�L INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor o s' .
Inspector. �� �� x----�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CAL�ED IN
INSPECTION NOTICE SCHEDULED � //��
PERMIT NO. ci''�/-s� COMPLE�E�
ADDRESS ��
�
OWNER CONTR. 1/A'' ��'
TELEPHONE NO.
� DESCRIPTION � r'�
� Ot FOOTING 11 MEC ICAL RI 18 EXCAV/GRADING/FIWN�
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETIANDS
Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
W 07 DEMO—FINAL 22 FOLLOW-UP
= 09 PLUMBING RI 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO ME OU• YES_NO
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� BEFOAECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. -- pH0T0 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.47�73�J7
OwnerlContracto it
r
Inspector. � I'' �''---�
White Copyllnspector's File Canary CopylSite Notice
_? { ,-_
DATE TIME
CITY OF ORONO CALLED IN 1/�y/� 7
INSPECTION NOTICE_ scHEou�E� �/�o �� �
PERMIT NO. `>'`�S � COMPLETED '�
ADDRESS �/ S � � � ' �
OWNER ,���� CONTR. -�.._-
TELEPHONE NO. '� 7�� � ���l�}
� DESCRIPTION
� 01 FOOTINd 11 MECHANICAL RI 18 EXCAVJGRADING/FILLINO
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
q 03 INSUTATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
� 07 DEMO—FINAL 1 T1C INST . 22 FOLLOW-UP
= 09 PLUMBING RI 2 IC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBINO F1NAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTFiACTOR TO ME�� YE O �� �
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ^ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the nex inspqction 24 hours in advance.473-7357
OwnerlContracto
Inspector. � �..�� K�"'` -'
. �
White Copyllnspector's File Canary Copy/Site Notice
DAT TI�M
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED
PERMIT NO. 9`�S � COMPL TED
ADDRESS �/ �
�
OWNER CONTR.
�`� '� � �--
TELEPHONE NO.
� DESCRIPTION � �;,
� 01 FOOTING 11 MECHANI AL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNERJFIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI PTI 35 HARD COVER REMOVAL
v 10 PLUMBtNG FINAL 28 CEDAR SHINGLES 36 FOUN ATION FIEMOVAL
Q OWNER/CONTRACTOR T YOU: YES N
v�, COMMENTS: `i" la.
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INSPECTOR WIIL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspectio 24 hours in advance.473-7357
OwnerlContractor o
Inspector. �
White Copyllnspector's File Canary CopylSite Notice