HomeMy WebLinkAbout1994-006474 - new septic system PEI��iiI�T
CITY OF ORONO � � -
PERMIT TYPE: ' �: �" `�`:
2750 Kelley Parkway- P.O. Box 66 Permit Number: �ra;��,�`�;;�_�;._:��;
Crystal Bay, Minnesota 55323 �� -� � --�-� � - •
(612) 473-7357 Date Issued:
SITE ADDRESS: _���°� ��_`�:;°�,r:;�:; Y��_+ ;;°,;
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A PLI T/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
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' � �
CITY OF ORONO SEPT'IC SYSTEM PERMIT APPLICATION
Boz 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: i
Occupancy Type: Residential � ommercial Other
Permit Type: ,New or Replacement System, $100.00 (�0►�
Repair E�sting System, $ 50.00
.�tate surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name• �Yl�.° QrG� PhoneNtnnber• – g
Mailing Address: O�S' . Cit3': �P:�l—
Contractor's Name: PhoneNiunber:
Mailing Address: City: Tp:
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, pemuts 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.
� �
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 �
i
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 Inside electrical work must be completed by
electrician.
C. Treatment System:
� Trenches: ��s.f. Mound
De th of rock below pipe �" Rock bed dimensions 'x '
� Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam.
,�
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: � bonowed 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
� -- _
— _ c �� �,
SignatureofApplican: v'^'� � '�'�' � � Date: �' � �
MPCA Certification No.:
Staff Review: Approval � Den'al
Reviewer: �>--�'� Date: ���7��
Reason for Denial:
, �
• t , , ����'� �
� � .�� `'^�`3 t...�v� CIT�' OF ORONO
� � � ` �,'` :,`�`� ��. SEPTIC SYSTEIYI AP�'ROVAL
� y� o � ��' , w._��
��,�� �� �.��'�Y of OROi�T�►
F, ;.�a{'� �. �`$ .�
� � �����4��- �"� ��s.� ^� "'�` ;:J � , Municipal Of6ces
� � � h ti � � �
, � �t�t1�� 1 �, ` �� Post Office Box 66
'�� < <:� p�il�. �~ ���`t���,,;„,''� Crystal Bay,Minrasota 5532.3-OOb6
`��EsH�o4`'� �
LOCATIUN: 625 Spring Hill Rd.
OWNER: L i z Hawn
GENERAL CONTRACTOR: Bruce Bren xome�EPTIC CONTRACTOR:
SITE EVAI.UATOR: S—P Testing �pORT DATE: June 9, 1994
"I'he City of Orono has Approved y ouur on-site system design as of 6�x�tember 1 2, 1 99 4
(approved-disapproved) (date)
with die follo�ving corrunents:
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 instaliation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior apprvv�l of the
Inspector (473-7357). Call for insgections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to buildirg site ex�avation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until tlie ?�7spections 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 tlie 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
Stephen eckman, On-site Systems Manage:
TELEPHON�-473-7357�FAX-473-0Si0
I
y . � ' .
, . 1
���=�" TESTING� llr C. Steven 8. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
June 9, 1994
Bruce Bren Homes
Liz Hawn
625 Spring Hill Rd.
Orono, Henn. Co. , MN
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 SCS soils mapped - HbB - Hayden loam.
A seasonally high water table was located at 26" to 76" . The
bottom of each trench must be located at least 3 ' above the
seasonally highwater table. A Standard Trench System may be
installed in the proposed Treatment area . A Pressurized Mound
System will need to be installed in the future expansion area.
The soils at a depth of 12" & 30" have a percolation rate averaging
5.9 min/inch.
A lift pump will be needed in the lower level .
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 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.
CONT ' D
, � ,
Bruce Bren Homes
Liz Hawn
625 Spring Hill Rd.
Orono
(2)
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.
� .
� teven . Schirmers
SBS/ds
�
I
7ay.�9� To ?zov CoRuE�q � �
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9�i.i
� // gr?erco!ation Tes!s Scale� 1�=`�� S Z� S� ,•,�1..� 1�\L-�— '�—
' �� � �/ • �1 XSoi{ Borings M l�j. �'�1-\�• L 0.
. t 73.y � � i6/�
�8enct: Mark ��;�O
' - �� Note� This system is to be constr�cted to meet
. _ . 9�3.� t��4 the Minneso.a Pollution Controt Agency S P��TEST�N�'�lV
� Chapter 7080 & Local Ordinance ��9�d gy:7 p� 7
Note : Check all underground utilities
Cate !a./��/�, PH. 6�2-�97-3566
• �
- ------- --- existing grad�:
bock fill��min.
»
3�to4� layer of uncompac'ed
hay or straw covered with =o O 4�pipe dia.
red rosin paper �� fi' �
_i
�"�� j��rock filter materiel
SET- BACKS rake sidewalls � bottom to � �
remove smearing
HOUSE System must be� ��_3S�
Tank .Z�� from praperty lines _
.�,��� -�qs ,.1f�� ,— 2L' from wells
� L��.� .�v,,t� �,�;�LL �s2 from bidgs. TRENCH X— SECTION
6� },�ti�� �}� ,�}� ����p�� � . (min. of two trenches)
�,,��rz.. L�vE.� Treatment area � from property lines (mmc. length 100�)
MANI�oi.�5 -mi�x. �.�from wells
»."ar �3acr F��� ;��from bldgs.
.—� , �;from trees , SOIL BOR!NG ELEVATIONS
� � , ` from lakes a streams At leQst 4 I/2 of undisfurbed earth �
z �min. ,� g�� � �,.,, �a ` co��Q- TH�I EL.-°+ �`" �
� . . � betw �_-^'_� .�1 't1�1 (.-�t�„.�l
4 dia. � e , ; � � , ; : � ov�� -goc..� � �►
.. , , , .. TH. 2 EL.- �� s� �- q�o.-L
`_ �--•-�--•�_� �
- Tank ' , '"'' �"� �--� a TH. 3 EL-Z�
Tank t�o� L�v.� �_� ; � , , ; Grode�/o slope
DroD to Tank J � � ` J �
�yf t��c,w- 95i3.o „ fi TH. 4 EL-��';<,►
„ � 30 �E p� C ao'�� TH'S EL:-��
Min. I to 8
Max.l to 4 � S�74t��-O� '�E`1�L1-� }yyYyZr:T. _�OY L''F '�1,,,�L`L- '1`t�rJ.U
n �
��cts-��,.�� -�n,��c o�--��u�c-S DROP X �,
� � x}"g�t�bo� 'P+-�n,� ����.`. u�) So�L Lo:,��<iC �Loo2 `1��.0
4 to 6� dia.pipe •
SYSTEM DESIGN �
TYPE�S,y BEOROOM - Percolation rate�..min./inch (design -3 o min./inch) ��o�4,�, 5 0�L�
'� 1� "Roc.�' -�
Treotment area req�ured /�� of rock filter material et,t+10% �sq.ft. of trench bottom area - ��trench width = lin.ft.of�rench needed , number of drop boxes
�� determined by�e installer)
Number of tanks required3 , Ist tank Oo gaL , 2nd tank ecogal. minimums
_ . �e �3�L� '����-� �-lt��-ti��..
_ � Clean rock�cu.yds. ( 3/4�� to 2 V2��dia.,includes 2��above pipe) 3 �-� � PROPERTY OF� `-�Z ��`���--�
(c aS =Y��L�,• . L.`,�l.rL. 2�
� V�J /�]"P_r��U D Nl l..1 . 1��1-1�l . [�n .
' � �
. � �
S-P TEST/�1/G/l1lC.
Note� When constructing trenches , this areo should be shoped Note= Distance from orea to neig�ni�j I!s— p�signed By� ��Y '�' 7 L' �"
to divert run-off from eniering treatment orea. �'�'� `r`��� �`'L` ' � � �
Dnte '�/�/_ , PH 512-497-3566
T'NDIVIDUAL SEWAGE TREATMENT SY5TEM WORKSHEET
FLOW Estimated Sewage Flows in Callons per d�y
;�. Estimated (r4 O gpd �g��
measured -- x 1.5= -= gpd um r
SEPTIC TANK VOLUME of Typ�I Ty�n Ty�III Typ�
Bedrooms �V
B, '�, -- !;;��p gallons
F'a'�t:�` �•�'TX. 2 300 225 180
SOILS(Siteevaluationdata) '<<'�'-� �• �;, q 600 375 256 °�`
C. Depth to restricting layer= y�►o �S� � `� � fect �%��'� �� �'��
S 750 450 29-1 ��
D. Maximum depth oE system C-3 ft = "; � fect �";,"',"' 6 900 525 332 >>�c��•
' �, ,� '�'�r`� 7 1050 600 370 �1 w
E. Percolation rate S•�� MPI 'T""� � -'='
ft d (Scc tablc 3) ����Yl yY� sc��L_ g 1200 675 ao8 �„���,�.
F. Soil Sizing Factor [1,�2 sq /gp
TRENCH BOTTOM AREA Scptic Trnk Capycilics,in gallun�
H. For trenches with 6 inches of rock belo�v the pi�x:
s ft of bottom arca �umtx:r of �tinimum LiquiJ Liquid cap•rci►y w•iih
A x F= x = q L3cJrooms Capaci�y garbage Jispusnl
I. For trenches with ]2 inches of rc�ck belo�v the pipe: 2 or i�s: �so ii2s
A x F x 0.8= x x 0.8 = . sq ft of bottom arca � 3 0�a iab i s�x�
]. For trenches with l8 inches of rock below the pipe: . a o�6 �sW Z�s°
7,8 or 9 20(Xl 3cxx1
A x F x 0.66= I::'-� x /.�x 0.66=�sq ft of battom arca ti�•'o o.•�r q ----•-
K. For trenches with 2� inches of rock belo�.� the piF�e: `�a�`�'c;�
AxFx0.6= x x0.6= sqftofbc�ttomarca
BED BOTTOM AREA
L. For seepage beds with 6 or 12 inches of rock belo�v the pipe;
l.5 x A x F= 1.5 x x = sq ft of bottom area SoD Ch�ractcristks ynd Rcquircd An•rs
for Sewa�c Trc•rUncnt
ROCK VOLUME IN CU FT ������R�k� squue Ga►Ions
h1. Rock depth below distribution pipe plus 0.5 foot times bottom area: �u���,� ��,�n soaT�xwn r��� �:��•r P��
M=Rock depth(ft)+6 inches x Area (H,I,J,L or K) ��� a'e"�w�� w��rc r,�
(�_ ft+�.5 ft)x�,'L=�,�Cu tt faster�han0.1• Coarsesand ••••- •----
ROCK VOLUME IN CU YDS o.�ws s,�a o.ss �.zo
0.1 w S Fina sand•• 1.67 u.60•
N. Volume in cu ft divided by 27 e�o�s Sandy Loam �._z1� 0.�9
M+27=cu yds��}+-27=,�cu yds 16`°30 �°'m 6�"� o.�,o
i a a �� m oso
ROCK WEIGHT . a6w6o c�,y�m 2.20 0_45
s�oW«�,.�60••• c��y
O. Cubic yards times 1.4 =tons
Nxl.4=tons�xl.4=�tons
DISTItIBUTION
(Check one based on slope) _ ' f•f•r'{'f'�'f'f'�'f�f�f�f T
.�. ti ti t ti ti.ti.ti••..;.ti.ti.ti.
Bed qess than 6%slope) f•f•f•j:+•f:f•f•,r,r•r•r 2 inch Covcr
.ti�t•�..ti.. ti•ti•.•.•ti••.• �
�i r r•f•r•f•r•f•r•r•r•f
Trenches _ . ,,;.ti..�.. ....ti..,.,..,.
. . •f.j.f.f. .��;1•t•l
. . .y.y.t.�. .••�..
�Drop boxes(any slope) f,,.,. :f:f•`•f
.,.ti.ti... . ti•;.•ti••
f r.f. l;t,t�f 4 inch Pipc
Distribution box(level to sli htl slo in ) ''•'" ' •�'f�f�'
S Y P � :fti;';. • ; ti.�:
'' TRENCH LENGTH r r ` ` r�f•r•�•f
,ti,;,•,,ti,{. •,.•,.ti.•,.•,.
r•r•r•f•r•f•r•f•:••••1•f•r
P. SeleCt trenCh width=�,_ft •~•~•~•~•~•~•y ~•~•�•~•~•~• �a !/
t•t•t•l•l•I•t•J•1•J•1•t•l
.ti.ti.ti.ti.ti.•,••,.ti.�,.ti••...�•ti.•
. t•t•J•f•�•f•r•f•f•f:f'�•r
Q. Divide bottom area by trench width: (H 1 J or K)+P= •�•�.,.�.�.�•�•'•�•ti•.•'••.
i i i . tilti���ti�yltiltirtifti;�fti�:�rti�
. �IIlE'al !�� . . , . . . }•j•J•t•t•f•f•t•J•f•t•t•t•1 6-241(ICh
ti•ti•+•ti•+•ti•�•ti•+•ti•ti•ti•ti••Rock[iclow the I�i
7�.+�_�lineal feet f'I'''f'f'f'''`.,.r.f.�.f.f 1�
�.�.�.�.�•,.� �•t•�•�•�•t' �
f.f.f.f.f.r.}.f.f.r•r•r•r
{•ti•+•ti•ti•ti•'.ti•ti•ti•ti•ti•ti•
f,r.f.f.f.�.f.f.f.�.f.f.f.f
LAWN AREA - �f?f;f�S'ftif;r r;'r;};;tir},
� R. Select trench spacing,center to center= 4� feet
S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn arca
a�,x � =L.��s�l ft
LAYOUT(Use other side) .
1.Select an appropriate scale;one square= feet.
2.Show pertinent property boundaries,right-of-way,easements.
3.Show location of house,garage,driveway,and all other
improvements, existing or proposed
4.Show locallon and layout of sewage treatment system.
5.Show location of water supply wcll.
6. Dimen>ion all set back�an_I •: ��,r.��i��n ii;tar��•_•�.
L-13
CGf2TIl'.ICIITIOI� ;! UU627 1,0�3:, of �Soi 1 13orin�5
Location or Project Bruce Bren Homes , Liz Hawn, 625 Spring Hill Rd. , Orono
F�orings made by S-P �estinq, Inc . Steve Schirmers Date 5-26-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Jiand X , or Power , Flight , or Bucket X
Depth, IIoring number 1 Depth, Boring number 2
in in
feet Surface elevation �84 • 1 feet Surface elevation 983 . 6
0 - ---- --- 0 - ----- ---
Topsoil dark brown loam Topsoil dark brown laom
0 - 10" 0 - 1 '
1 - Brown clay loam 1 - Brown clay loam
10" - 1-1/2 ' 1 ' - 1-1/2 '
2 _ Brown sandy loam 2 _
3 _ 1-1/2 ' - 3 ' 3 _ Brown sandy loam
Brown medium sand
4 - 4 -
1-1/2 ' - 4-1/2 '
Brown medium to
5 - 3 ' - 5 ' 2" 5 _ coarse sand
f�i ��a�e�n 5 ' 2" - 5-1/2 ' 4-1/2 ' - 5-1/2 ' -MOTTLED
�T Brown medium sand 5-1/2'
6 5-1/2 ' - 6 ' 4"-MOTTLE 6 Rusty gray brown medium
Rust o ive 6 ' 4" sand w/traces of fine
gr y9�r�e 6 ' 4" - 6 ' 10" sandy silty loam
7 - 6 ' 10" - 7 ' 2"finet� °d si ��y� 5-1/2 ' - 7 � 4��
Rust e�i��i sana��2" - 7-1/2 '
8 - 8 -
End of boring at �-1�2 � feet. End of boring at � �� 4�� fe�t.
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 6 ' 4" feet of depth. Observed at 5-1/2 ' feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
L-13
C�RTIL•'IC�IT,IOIJ ;� U�627 Log:� of Soil Rorinc 5
� - Bruce Bren Homes;�-��z A-awn, 625 Spring Hill Rd . , Orono
Location or Project
' Borings made by S-P �estinq, Inc . Steve Schirmers _ Date 5-26-94
C lassif iction System: AASEiU ; USDA-SCS X ; Unif ied ; Other
Auger used (check two) : Iland X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
feet Surface elevation y79 • 6 feet Surface elevation 973. 1
0 - ��— --- 0 - ----- -�--
Topsoil dark brown loam
0 - 10" Topsoil dark brown
loam
1 - 1 -
Brown clay loam 0 - 1-1/2 '
10" = 2 ' Gray brown sandy loam
2 - 2 - 1-1/2 ' - 2 ' 2"-MOTTLED 2 ' 2
Brown sandy loam Rusty gray brown sandy loam
� 2 � 2�� - 2 ' 10��
3 - 2 , - 3 , 4„ 3 - Rusty gray brown sandy clay
Brown medium sand
2 ' 10" - 3-1/2 ' loam
3 ' 4" - 4 '
4 _ 4 _ Rusty gray brown
loamy fine sand
5 - Brown loamy sand 5 - 3-1/2 ' - 5 '
6 - 6 -
7 - 4 � _ � � 4�� 7 -
Gray brown fine sand I
� � 4�� _ 8 �
8 - 8 - �
End of boring at 8 � L-eet. End of boring at 5 � fe�t.
Standing ��ater table: Standing water table:
present at feet of depth, present at 2-1�2 � feet of depth,
hours •after boring . 22-1�2 hours after boring.
Not present in h��le X Not present in hole
,
hlottled soil : Mottled soil :
Observed at feet of X epth. Observed at 2 � 2�� feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
�y..sn... . ... .. .� .. ... . ...... .. . . _. � _ .. iu...�.Mr.�.+r�....-..�. . . . . . .. ...'R�i��t��s�a..�..i�la�..i....� . ..... .i.i...t��....�..ey.�ywiMy�r
L-13
C�RTIPICIIT,IO[J ;t OU627 l�oys of Soil Borinc�s
Location or Project Bruce Bren Homes, 625 Spring Hill Rd. , Orono
Borings made by S-P �estinq, Inc. Steve Schirmers _ Date 5-26-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, IIoring number 5 Depth, Boring number 6
in in
feet Surface elevation 975 . 6 feet Surface elevation 973 . 9
0 - -� -- 0 - ----�--
Topsoil dark brown Topsoil dark brown
sandy loam sandy loam
1 _ 0 - 1 ' 1 - 0 - 1 ' 2°
Brown sandy loam
2 _ Brown sandy loam 2 _
1 ' 2" - 2 ' 8"-MOTTLED 2 ' 8"
Rusty gray sandy loam
3 - l , _ 3 , 4„ 3 - 2 � 8�� _ 3 � 4��
Brown sandy clay loam
3 ' 4" - 3 ' 10"-MOTTLING 3 ' 0" Rusty olive brown
4 - Ru ty olive3 ' 10" - 4 ' 2" q�ay_ $an y 4 - loamy sand
Rusty olive gray
sandy loam
5 - 4 � 2�� _ 5 � 5 _ 3 � 4�� _ 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 hn?e X Not present in hole X
Mottled soil : Mottled soil : �
Observed at 3 ' 10" feet of depth. Observed at 2 � 8�� feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
C�RmIL•'iC:rl'1'I�f� ;t UU627 Lc:�. :� of Soi1 13orinc�. s
Location or Project Bruce Bren Homes, 625 Spring Hill Rd. , Orono
�Borings made by S-P lC7�inq, Inc . Steve Schirmers _ Date 5-26-94
Classifiction System: AhSH� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : lIand X , or Power , Flight , or Bucket X
Depth , Boring number 7 Depth , Boring number
in ln
feet Surface elevation 980 . 2 feet Surface elevation
0 - --- --- -
-�-- -�-
Topsoil dar;c brown loam
0 - 10"
1 - Brown clay loam 1
10". - 1 ' 10"
2 - 2 -
3 _ Brown loam 3 -
4 - 4 -
5 - 5 -
4 ' 10" - 5 ' 8"-MOTTLE
5 � 8��
6 _ Rusty gray brown _ 6 -
loamy sand
5 � 8�� _ 6 � 8��
7 - Rusty 6 � 8�� _ �� �iam s� �� 7 -
. . I
8 - 8 - I
End of boring at ��� feet. � End of boring at fe�t.
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 �
Mottled soil : Mottled soil : '
Observed at 5 ' 8" feet of depth. Observed at feet of depth.
Not present in hole Not present in hole �
Comments : Comments :
�ERT. n00627
� � �. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-27-94 10: 57 �n~�
Percol�tion test readin_s made b�� on staning a► p.-m.
625 Spring Hill Rd. 1 '�°"' S-26-94
Test hole location ,Hole number , Date hole��•as prepare�
Depth of hole bottom 3� inches, Diameter oC hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 18" Brown clay loam
18" — 30" Brown sandy loam
Method of scratchin¢sidewall Kn i f e
Depth of gra��el in bottom of hole 2 inches
5-26-94 12 : 30pm 12
Date and hour of initial���ater filling , Depth of initial���ater filling inches above hole bottom
�9ethod used to maintain at least 12 inches of water depth in hole for at least-3 hours Automatie s iphon
,h9aximum���ater dzpth above hole bottom during tes� 6 inche�
Time Percolation
�:ime interval. 1�leasurement, Drop in���ater rate, Remarks
minutes inches level, inches minutes per
inch
• 10 : 45 prefill 6
10 : 57 11: 27 " 3-5/8 8. 3 30 min
11: 32 12: 02 " " " " "
12 :03 12 : 33 " " " " "
Percolation rate = 8 '3 minutes per inch.
_ -CERT.#00627
� . PERCOLATION TEST DATA SHEET ��
�_-..
S—P Testing, Inc. 5-27-94 10 : 58 �a_m.��
Percolation test readings made b�• on startin;;a� p.m.
625 Spring Hill Rd . 2 1darj 5-26-94
Test hole location ,Hole number , Date hole H�as prepare�
Depth of hole botto►„ 3 0 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
12" — 18" Brown clay loam
18" — 30" Brown sandy loam
Method of scratching side��•all Kn i f e
Depth of gravel in bottom of hole 2 inches
5-26-94 12 : 30pm 12
Date and hour of initial���ater fillin� , Depth of initial water filling inches abo�•z hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automa t iC S iphon
, 1laximum water depth above hole bottom during tesr 6 inches
Time Percolation
�:ime inter�•al. Measurement, Drop in water r�te, Remarks
minutes inches le��el,inches minutes per
. inch
• 10 :45 prefill 6
10 : 58 11 : 28 " 3-1/4 9.2 30 min
11 : 31 12: 01 " 3 10.0 " "
12 :04 12 : 34 ° 2-7/8 10. 4 " "
�
Percolation rate = 9•9 minutes per inch.
CERT.#00627
. PERCOLATION TEST DATA SHEET
�-�
S-P Testing, Inc. 5-27-94 10 : 59 Ca:m_J
Percolation test readings made by on ctarting a► p.m.
iJd�r�
625 Spring Hill Rd. 3 5-26-94
Test hole location , Hole number ,Date hole�aas prepare��
Depth of hole bo[tom 3� inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 24" Brown clay loam
Knife
�4ethod of scratching side�vall
Depth of gravcl in bottom of hole 2 inches
5-26-94 12 : 30�m 12
Date and hour of initial��ater filling , Depth of initial w•ater fillin� inches above hole bottom
Atethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon
. ,Maximum�•ater depth above hole bottom during tes� 6 inches
Time Percolation
�:ime inter�•al, Measurement, Drop in water rate, Remarks
minutes I inches le��el,inches minutes per
inch
• 10:45 prefill � 6
10 : 59 11 : 29 � " 5-1/4 5. 7 30 min
11 : 30 12 :00 � " 5-1/8 5.9 " "
12 : 05 12 : 35 � " 5-1/8 5.9 " "
�
�
I . .
�
� �
I
Percolation rate = 5 •8 minutes per inch.
CERT:#00627
� . PERCOLATION TEST DATA SHEET ��
S-P Testing, Inc. 5-27-94 11 : 00 �.a.m,.� -
Percolation test readines made by on �tarting a� p.m.
625 Spring Hill Rd. 4 fdr''' S-26-94
Test hole location , Hole number ,Date hole���as prepared
� 12 6
Depth of hole bottom inches, Diameter of hole inches �
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall K n i f e
Depth of gravel in bottom of hole 2 inches
5-26-94 12 : 30pm 12
Date and hour of initial water fillin� , Depth of initial water fillin,g inches above hole bottom
� Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC S iphon
,Maximum water depth above hole buttom during tes► 6 inches
Time Percolation
'�ime inten�al, �leasurement, Drop in w�ater rate, Remarks
minutes inches level, inches minutes per
inch
10 :45 prefill 6
11 :00 11: 15 " 3-1/2 4. 3 15 min
11: 20 11: 35 � ° 3-5/16 4.5 " "
11 : 36 11 : 51 " 3-3/16 4.7 " "
Percolation rate = 4 • 5 minutes per inch.
cExT. #oo62�
. PERCOLATION TEST DATA SHEET ��
�.___-..
S—P Testing, Inc. 5-27-94 11: 01 "�a:n�.
Percolation test readin�s made by on starting a► p.m;''"
625 Spring Hill Rd. 5 �Jurr1 5-26-94
Test hole IocatiorL , Hole number , Date hole��as prerared
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 sandy loam
Knife
�lethod of scratching sidewall
Depth of gravel in bottom of hole 2 inches
5-26-94 12 : 30pm 12
Date and hour of initial water filline , Depth of initial water fillin,g inches above hole bottom
�tethod used to maintain at least l2 inches of water depth in hole for at least 4 hours Automat ie s iphon
,Maximum water depth above hole bottom during tes� 6 inches
Time Percolation
�:ime interval, Measurement, Drop in water rate. Remarks
minutes inches level,inches minute:�r
inch
10: 45 prefill 6
11: 01 11: 16 " 3-9/16 4. 2 30 min
11: 19 11 : 34 " " " " "
11:02 11: 17 " " " " "
Percolation rate = 4• 2 minutes per inch.
� CERT.#00627
. PERCOLATION TEST DATA SHEET �
S-P Testing, Inc. 5-27-94 11 :02 L�
�' Percolation test readings made by on starting ar p.m.
�m,��
Test hole location 6 2 5 Spring Hi 11 Rd. ,Hole number 6 ,Date hole�•as prepare� 5-2 6-9 4
� 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 sandy loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches
5-26-94 12: 30pm 12
Date and hour of initial water fiUing ,Depth of initial water fillino inches abo��e hole bottom
- �lethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon
,Maximum water depth above hole bottom during tes� 6 inches
� Time Percolation
. . .ime inter�•al, Measurement, Drop in water rate. Remarks
. minutes inches level,inches minutes per
inch
10: 45 prefill 6
� 11:02 11 : 17 " 5-1/2 2.7 15 min
11 : 18 11 : 33
�� �� �� �� ��
.
11:38 11 : 53 " " " " "
' .
Percolation rate = 2• � minutes per inch.
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I OUTLET TO �• �L�- P�P�S SHOV�O 6E AT LEAST 4-INCH
J TRENCII OIAMETER.
INI.ET FROM 2. EI.EVATION UF It�ET ANO SUPPLY IINE TO
� SEPTIC TANK NEXT �ROP BOX MAY OE ADJUSTED UP OR
OR PREVIOUS DOWN FOR DESIREO EffLUENT LEVEL IN
UROP BOX •SUPPLY LINE TRENCH.
, � TO NEXT
DROP OOX 3. SUGGESTED TRENCH l�0U10 LEYELS� lA1 2 INCNES
_._ �! ._..-. ABOVE TOP OF OUTLET PIPE IF PERMEADIE
SYNYIIETIG FABRIC COVERS ROCKi (B) AT TOP
OF OUTIET PIPE IF HAY OR STRAW ANO
9UILOING PAPER COVERS ROCK.
�� 4. INVERT OF INLET MUST 8E AT LCAST ONE INGH
►IIGNER THAN INVERT OF SUPPLY PIPE TO
NEXT OROP BOX.
� -OUTLET TO
TRENCH 3. TRENCHES MAY OUTLET ONE SIOE OR 80T11
SIOES OF OROP BOX.
. ,� `Y \`(� -- �, � —� —
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VERTICAL SIDEWALL SEPTI� TANK
i�FINISHEO GRADE
�,•. � ^gr–
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�" DIA. � � COVER 4" DIA. ��.�
� AT LEAST I"
MIN I --- AT LEAST�I„---- _
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-- - Wlf)fH W 2M1' MINIMUM _ _ —~
, r ' lENG7F1, L, 2 TO 3 i1MES T►IE WIUTH .__
� DIAMElER GO' MINIMUM __ , ___
� 1 pEl'THLO _ 30�_MINIMUM; 79�MAXIMUM _. .__ C �
_.L A 02 U . . ._ - -
n7 �EnST ��0_ 6" MINIMUM; 0.2 0 MAXIMUM _ 6" — •
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INSPECTION NOTICE ���J SCHEDULED � ' % =
PERMIT NO. � � COMPLETED �
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� DESCRIPTION -�12v�.�;�i���
� 01 FOOTING 11 MECHANtCAL RI 18 EXCAV/GRADINO/FILLINO
� 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETIANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION
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= OS FINAL 14 SEWER HOOK-UO O6 PROGRESS
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� 07 DEM�FINAL SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBIN(3 FINAL � 36 FOUNDATION REMOVAL
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❑STOPORDER POSTED.CALL INSPECTOR - CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContract
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White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CA�LED IN ���'3'4`�
INSPECTION NOTICE SCHEDULED /b , �%3O
PERMIT NO. �y�y COMPLETED /I ��
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TELEPHONE NO. �OZ�r73 4�
� DESCRIPTION
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE iNSPECTION
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= 05 FINAL 14 SEWER HOOK-UO 06 PROORESS
~ 07 DEM�SITE P11C MAINT. 21 COMPLAINT
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�Q 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBiNG RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL
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0 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. �- pHOTO TAKEN
INSPECTOR WILL REfURN
�STOP ORDER POSTED.CALL INSPECTOR �^ CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cali for the next inspection 24 ours in advance.473-7357
OwnerlContractor on sit
Inspector.
White Copyllnspector's File Canary Copy/Site Notice