HomeMy WebLinkAbout2002-P05242 - new septic PERMIT
CI���Y OF ORONO Permit Number:
2?50 Kelley Parkway - PO Box 66 P05242
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: si3oi2oo2
SITE ADDRESS: 165 Crystal Creek Rd
Long Lake,MN 55356
P I D: 33-118-23-33-0005
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc. Inc. OWNER: Bob Heleited
263 82nd Street S.E. 165 Crystal Creek Rd
Montrose,MN 55303 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'WCT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMI EE SIGNATURI; SSUED BY S[GNATURE
Covies: 1-File(Sienitures Required), 1-Anplicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1
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CITY OF ORONO SEP'TIC SYS'TEM PERMI'T APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 55323
JOB SITE ADDRESS lU� C ►� S �- I � Y-e�--k--
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 lr`ame: �� ✓1'��-���'�°-�� �_ �`��`A'��� J Phone Number:
Mailing Address: City: Zip: .
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Contractor's Name: � � y eS -.{ ��S Phone Number: ��:,5-- �{�y /��,���,1 �,� s fs--sz
Mailing Address: •7�� 3 s 2=''35�_ 5 �� City;%���-���� Zip: �;�3�3
*** DO NOT MAIL PA�'MENT WITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, pernuts will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D: Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components aze functional and comply with codes.
5. Individual holding MPCA Installers License shall be present during a11 inspections. A 24-hour
notice is required for all inspections.
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NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
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2. I will be installin following:
A Tanks: Precast Concrete Other Manufacturer��
Tank Capacities: 1),%;��'v gal. 2)foc�; gal 3)l���� gal
B. Pump Station(if required) �
Pump make&model�o��t� L�a� �z �"�'` (atta.ch pump curve&
literature); system design requires c� u gpm at � 2 feet of head.
High water alarm make&model ��\��„„� . Outside
electrical work to be completed by installer�/ electrician other.
C. Treatment System:
Trenches: s.f. �Mound
Depth of rock below pipe " Rock bed dimensions��' x S�_ '
Drop Boxes Sand bed dimensions��' x��'
Distribution Box Pressure Dist. Pipe Diam. / '% "
Manifold Pipe Diam. Z "
D. Final Cover/Topsoil to be: Y borrowed from site
(show location on site plan)
� trucked in
The undersigned hereby applies to the City of Orono for issuance ofa septic system installation permit,
agrees to do all work in strict accordance with 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 conect.
SignatureofApplicant - �---s Date: � � -.�? � � ���---
MPCA License No. � � �
.
Staf�'Review: Approval Denial
Reviewer: " �`��-. " P���-c,.`^ � Date: S� �� }` � �
Reason for Denial:
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CITY of ORONO
r�1 `;�,;�f• ,�,�
� E� MunicipalOffices
�� ' ` G~ ` Street Address: Mailin Address:
S
9�C'EggO�'� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
November 6, 2001
Robert Melamed Jr.
GO Lakewood Development, Inc
165 Crystal Creek Dr
Dear Mr. Melamed:
This letter is regarding the septic location for lot 165 Crystal Creek Dr. After looking through
the plat approval is shows that the septic locations were approved at the base of the hill as shown
on the septic design plans by S-P Testing. These locations are above the floodplain so they did
not have to meet the 75 foot setback from the wetlands. You have our approval to put the
primary and secondary septic systems at the base of the hill 35 feet from the wetland as shown on
the design plans.
If you have any questions please call me.
Sincerely,
�Q�
Matt Bolterman
On-Site Septic Systems Manager
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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, ' _ . � AJ � !A. �� J6. �L 1 � V' ���•
� 951 KATYDID LANE
� ST. MICHAEL, MN 55376
497-3566
Steven �. SChirmers
( �,'�} C r _-! S�_� �� � ��r'� � �1 September 28 , 1989
+�/
Al1an Carlson
Lot 4 , Block 1 i-- ��u,�
Crystal Creek �- �S�
Orono, Henn. Co. , MN
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This system is Designed for a Type 1, four bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances .
The soils on this site ar'e typical of SCS soils mapped - LrB - Lester
loam & L+B - LeSueur loam. A seasonally high water table was located
at 18" , 20" , 32" , 34" & 66" , (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" & 18" have a percolation rate averaging
8 . 5 min/inch and are adequate for treating septic effluent.
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 proo£ 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) .
Al1 neighboring wells are . located more than 100 ' away from the proposed
treatment area .
Keep all heavy equipment off of the proposed treatment area before and
after construction a� much as possible . The treatment area should be
marked off before construction. .
. � � �-��
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CONT ' D
Soil ared Percolation :''eats
Septic System Design
� + � /
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimited Sew�aae Flow�in Gallo�s pa D�y(gp�
Estimated l_o v gpd
Nianba
or measured � x 1.5 =- gpd. �°�n„ �'p`I �Yx It 'iype III �ry�rv
2 300 225 IBO bos
3 450 300 218 •r
B. SEPTIC T�NK LIQtIID VOLLTMES 4 �o0 3�s zs� ,�
� -/l��� g'�OI15 6 900 525 332 u,°
7 IUSO 600 370 �m,
8 1200 675 108
C. SOILS (refer to site evaluation) N,�� � �
or �_. �.d,.r,
1. Depth to restricting layer = ��" - 3�.'' inches �e,� �„�, �,
2. Depth of percolation tests = �i" �� � inches `""`' `'""'
3. Percolation rate � •� mpi 2s a'� ,'o�oo i'.so
4. Land slope Co % �Q a � �o
wa 9 See fi`.C-6 (z IS)
D. ROCK LAYER DIlv�TSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = ,
C.av . gpd x 0.83 sq. ft./gpd = .��sq. ftt�n°��=��°
2. Select width of rock layer (10 feet or less) _ /� ft.
3. Length of rock layer= azea y width= Rock Bed
S�7 sq. ft.+ �_ft. = ss� ft. ,.,.,.,.�.,.,.�.�.,.ti.,.,.,.,.,.,
l�t.t.l.l•J.J•1.t r•r•1•!•r•f•f.
\•ti•ti�1•�•ti•ti•t•ti•ti�ti•\•tiK•�•ti•1
ti`4r1:ti�ti:'ti:�ti���{fti ti�'yr�r���r� idth <_10 ft.
y1.ti•ti
t•t•1•f•t•f•t•t•r•�•�•t•I•1•t•!•
'�•ti.ti•ti•1.1.1•tiH•ti•tiK.�•ti.�•1•�
.I.�.t.f.f.f.f��•f.r.r.�.f.r.r.f.
E. ROCK VOLUME ~- �`�' -�
1. Multiply rock azea by rock depth to get cubic feet of rock;
�sq:ft. x l.os ft. = s� cu. ft.
2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards;
S��1 cu. ft. j 27=�,L cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�.L cu. yd. x 1.4 ton/cu. yd. _� tons.
F. ADSORPITON WIDTH "�`� �0�"''� �,w,a�,s�, Lble
1. Percolation rate in top 12 inches of soil is �•S mpi ��,,,ti�,�,� ��. �.�d
M;,,t,4,pe�;xx1, Soil Texture p�,y„�� � '"`"ed
ea�r
(�� Ir �b.syeo�
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00
� gpd/ft� 0.1 to 5 Sand 1.20 1.00
0.1 to 5 F'ine Sand" �•� Z•�
6 to 15 ndy Loam 0.79 1�2
3. Calculate adso tion width ratio b dividin rock la er 16 co�o �,o�„ o.bo 2.00
rP Y g Y 31 to 45 s�ie�m oso 2.ao
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo ctay[.o�, o.as 2.6�
61 t0120 Clay 024 �.00
1.20 gPd/ft2; .�gpd/ft� _ �.!.'� Slower than 120 Cla - -
�soil tv.�in�sox a ma�e d fi:x a�Qy fux au,d
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�x�ft =aL•� ft
G. DOWNSLOPE I��WIDTH
1. If landslope is�o �aiore, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
a�,� ft-�_ft =��_ feet
2. Calculate Minimum�mound size based on geometery:
a. Determine depth of dean sand fill at upslope edge of rock
layer: Separation /.; feet
b. Multiply rock layer width by landslope ' r°°` t°".�
to determine drop in elevation; : feot Ro ea
Slope Dirfel'etICe seperot�on te�t
�X�_%y 100 =��feet SIODe Oltterenee _� et
UDs1oDe wlGttf
c. Add depth oE clean sand for separation (2a) �-teet Roek 8ed wlatn
at upslope edge,depth of rock layer (1 foot) to depth of �12_teet oownsiove wiacn
cover (1 foot) to find the mound height at the upslope edge � �eet
of rock layer;
/•S ft + Ift + lft= 3.� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.�'�
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.S x 3•� _ �.L_ 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 (2c) to find the downslope height;
3•S ft+ , L ft =�_feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of S.�y
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: y •1 x .�� _ �3 feet
i. Compaze the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; _ �,� '_
o'Z� feet '�o5�oqe_aiatn I
j. Total mound width is the sum of � -1-'-�°°� � ' �
upslope dike (G.2e) width plus rock RP�R o.a ��a��
layer width (D.2) plus � �� ��••`
UD51000 N�4�� UDC�ODB MIOI
3 � (eel � fEel
downslope d.ike width(G.2i); o € ; ;
�_ft+ /o ft + aa ft = t�. � feet � , ; ` `
k. Total mound length is the sum of +�3 °°w��°°"�°`�
rea�
upslope dike width (G.2e) plus rock layer
length (D.3) plus upslope dike width (G.2e);
�� ft + SS ft + i► ft = 22 feet
2.a. t S� -r �� = S g -� -
Totellanptn
own ope ps ope
3:1 L1 5:1 il 7:1 3:1 4:1 . S:1 &1 7:1 8:1
7.alope
0 3A l0 5.0 60 7.0 3.0 4.0 5.0 60 7.0 8.0
1 3.09 117 5.26 638 753 29t 3.5i 4.76 5.66 65/ 7A1
2 3.19 �S 556 682 S.lt 2b3 3.70 �54 536 614 6.90
3 330 t51 5&! 932 8.86 275 357 4.35 5.08 S.i9 6A5
4 3.t1 �6 675 7.69 9.T2 268 3.15 t.17 LM 5.�6 6176
5 39 5.00 6.67 d57 IOTI 26l 333 t.00 l.62 5.19 SJ7
6 366 52b 7.14 936 12P1 2Sd 3.73 3.85 l41 1.93 SAI
7 3�0 556 7b9 103� 1373 2d8 �.12 3.7D a23 1.70 5.13
8 3.% 5.88 833 115� 15.9t 242 3.Q3 357 lG5 d.t9 tB8
9 4.11 b.ZS 9.09 13.0� 18.92 236 29! 3A5 3.90 l30 465
10 �.29 G67 t0.0 15.00 233J 231 286 333 3.75 4.12 4.�4
il 4A8 7.14 11.11 17L5 30.l3 2.1b 278 323 3.61 3.95 616 �
12 4b9 7.69 12.50 21A3 6375 Z21 270 3.12 3.69 3.80 �.09
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F-17
.',�
F PUMP SELECTION PROCEDURE
EIO FERFOR4TION OF • PfRFORaiED L�7ERa�
A. Determine pump capadty: �._.�...,
Gravity Distribution ,,,,,,,
1. Minimum sugge�sted is 600 gallons per hour(l0 gpm) to stay ahead of - ,:. ' «���w���� �
wateruserate. �'"''s""""" ��""".'"^. �'"^"'
�. �,'
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ., , ����d��� �����•���
��� � t�
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. , .,;„�, _., �,,,, ,:•,. .,,.
I� •f Rx�1q.�
. IrtirnMrv lo�i�M s�
Pressure Distibution ��..�s.�.�.,,. M,�-^« �..^.
3.a. Select number of perforated laterals 3
on�...'s.0 rr.w.r s�,i�..
b. Select perforation spacing=�_feet ,,,�.,�,,,,�,,,�,,,,
c. Subtraft 2 ft from the rock layer length.
��-2 fG=��feet
d. Det r�rrune the number oE spaces bet�veen perforaHons.
I„ength �.SFaciIlg=S ft.y-�_ft._�_spaces Requirad Perfoncon Diuh�Be
e. j�spaces+ 1 =�perforations/latesal �n gzllons per a,ir,u�e(gpm)
f. Muldply perforatiorLs per lateral by number of laterals to DH�d e ��.,P,, i Pa�
get tocal number of perforadons.�; x �� ��_�_perforations. �f��
g. � X�p„r=�SP m.
1.Oa 0.56 0.74
SELECT'ED PUMP CAPACITY �-�D _gpm 2.0�j 0.8Q 1.04
B. Detezmine hea.d requirements: a. Use for single family homes
1. Elevadon difference between pump and point of discharge. b. Use for all other applications
_�feet
� 2. If pumping to a pressure distribueon rystem,five feet for pressure
required at manifold if gravity s stem,zero.
S� feet
3. Fricdon loss
a. Enter friction loss table with gpm and pipe diameter. Pipe[-«�g�h
�_
Read friction loss in feet per 100 feet from table. � Poini of Discha
F.i_ _�l�`�ft./100 ft of pipe �u
b. Deternvne total pipe length from pump to discharge Elcvation Diftertncc
pointi Add 25 percent to pipe length for fitting p�p _�,�,
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 dmes pipe length=
�x 1.25 =��feet F-18b
c. Calculate total friction loss by multiplying 1.S��c�b 2.o inch 3.0 v,�n
friction loss in h/100 h by equivalent pipe length. �`�' �e10°n�v�v�
Totai fricdon loss= a-L4 x G3 +100= Z- feet 10 0.69 0.20
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 fricdon loss. 16 1.63 0.48
I8 2.03 0.60
20 2.47 0.73 0.11
S + S� + Z- 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
TOTAL NEAD 40 11.07 2.64 0.39
�_feet a5 1a.73 3.28 O.a8 �
• 50 3.99 0.58 I
55 4.76 0.70
C. Pu.mp selection 6o s.6o o.az
} 1. A pump must be selected to deliver at least
_ '-1c� gpm (Step A) with at least 1'� feet of total head (Step B).
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' C::R7'IFICATION # 00627 Logs of Soil Borings
Location or Project Allan Carlson, Lot4 ,B1k. 1,Crystal Creek; Orono
Borings made by S-P Testinq, Inc . Steve Schirmers _ Date �'25-89 , 9-11-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring numbe,r 3 Depth, Boring number 4
in � in
feet Surface elevation 1018 . 0 feet Surface elevation 972 ' 2
0 - 0 -
Topsoil dark brown
1 - loam 1 - Topsoil dark brown
loam
2 - 2 -
0 - 2-1/2 ' . 0 - 2 � 8��
Brown loam 2 ' 10"-MOTTLING
3 _ 2-1/2 ' - 3 ' 3 _
Brown clay loam Very dark gray loam
3 ' - - /2 ' 2 � 8�� _ 3 � ���
4 - B n oam 4 - Dark gray clay
\ loam
3 � 8�� 4 � 8��
5 - -1�2 � 5 � 5 - Rusty gray loam
5-1 ' -MOTTLING
Br wn sandy loam .
. 5 ' - 6 ' 4 ' 8" - 6 '
6 - � � 6 -
7 - � 7 -
8 - 8 -
End of boring at � 6 � feet. End of boring at 6 � feet.
Standing water table: Standing water table :
present at �eet 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 at5-1 2 ' f�et. of depth. Observed at 2 � lp�� feet of depth.
Not present in hole Not present in hole
Comments : ' Comments :
� L-'3 ,
CERTIFICATION # 00627 Logs of Soil Borinqs �
Location or Project_Al1an Carls�n. Lot4 .Blk. l ,�rystal Creek, Orono
Bo�rings made' by �-p Testinq, Inc . Steve Schirmers Date 9-11-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
AugEr used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
feet Surface elevation 970 ' 9 feet Surface elevation971 . 6.
0 - 0 -
Topsoil dark brown Topsoil dark brown
loam
loam
1 - 1 -
0 - l ' 8" 0 - 1-1/2 '
1 ' 8"-MOTTLING
2 _- Dark gray loam 2 - Dark gray loam
1 ' 8" _ 2-1/2 ' 1-1/2 ' - 2-1/2 '
2 ' 8"- OTTLING 2_1/2 ' - 3 ' c�arkl�a y Dark gray clay
3 - � Rusty 3 ' - 3 ' 4" °l�oamgra 3 - 2-1/2 ' - 3 � 4�� loam
Rusty olive gray �
. � sandy loam Rusty gray loam
4 - 3, 4�� _ 4 � 2�� 4 -
Rusty olive gray 3 ' 4" - 4 ' 8-"
5 _ loam , 5 -
Rusty olive gray
, � loam
6 - _ 4 � 2�� 6 � 6 - 4 � 8�� _ 6 �
7 - , 7 -
8 - � 8 -
End of boring at ; 6 ' feet. End of boring at 6 ' 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 � 8�� f�et of �depth. Observed at 1 ' 8" feet of depth.
Not present in hole Not present in hole
Comments : � Comments :
� L-13
C'ERTIFICATIO� � 00627 Loqs of So�l �orings ' '
Location ^r Project Lot 4 , Block l�r�stal Creek_, Orono
Borings made by S-P TestinQ , Inc . Steve Schirmers Date 12-8-89
Classifiction System: AAS�U ; USDn-SCS X ; Unifie� ; Other
Auger used (check two) : HanG X , er Power , Flight , or Bucket X
Depth, noring number � ! Depth , Boring number �
feet Surface elevat�on 970 .1 �feet Surface elevation 971 . 7
i �
0 - � � � - �
,
Topsoil dark gray � � �
loam ' � � T'vYSGll brown loam
� _ I I 1 _ 1
0 - 1-1/2 ' -MOTTLING � '
, !
Rusty dark gray � 1 � p - 2 ' -MOTTLING
2 - loam � I 2 i Dark gray loam
1-1/2 ' - 2-1/2 ' i � 2 ' - 2-1/2 '
�
� - Rusty dark gray clay
3 - Rusty olive gray ' j J � 2-1/2 ' - 3 ' 4" loam
loam ' '
j � � Rusty brown clay loam
4 - � I 4 - � 3 � 4�� _ 4 � 2��
I2-1/2 ' - 4-1/2 ' � I �
` � ;
Rusty olive gray t ' 4 Rusty olive gray
5 - silty loam i ` 5 - E loam
4-1/2 ' - 5-1/2 ' � � �
Rusty olive gray loam
6 - 5-1/2 ' - 6 ' � j 5 - i 4 ' 2" - 6 '
� I i I
I � I
�
� - ; � � - ;
(
! I i
g - i ; 8 - i
�
� t '
E�d of boring at 6 ' feet. En� of boring at 6 � feet .
Standing water table : Standing water tab'_� :
present at feet of depth , present at feet of depth,
hours �after boring . h��.:rs after boring .
Not present in hole X I�ot present in hole X
Mottled soil : :�:ottled soil :
Observed at 1-1/2 ' � Observed at 2 � feet of depth .
feet o_ depth .
Not oresent in ho'_e ?Vot present in hole
Commer.ts : Comments :
• .
CERT. #00627 '
. PERCOLATION TEST DATA SHEET '
, S—P Testin Inc. 9-12 -89 1 : 27 ".m.
Pcrcolation test readinbs made by g� o� starting a� ���'
id�«�
Lot4,B�k. lCrystal Creek O�ono 4 9-11-89
Test ho;e locatio� ,f-lole number ,Date hole was prepare� �
Depth of hole bo[tom 18 inches,Diameter of hole 6 inches
Soil c!ata from tcst hole:
Depth, inches Soil texture
0 — 18" , Topsoil dark brown loam
Method of scratching sidewall ' Knife
2
Depth of gravel in bottom of hole inches
� 9-11-89 ii• 30am 12
Date and hour of initial water Clling ,Depth of init�al water fillin,g inches above hole bottom
tile!hod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC s lphon
6 -. �
, Maximum water depth above hole bottom during tese inches
I Time Percolation '
Time interval, Measurement, Drop in watec rate, Remarks
minutes , inches level, inches minutes per
inch
1 : 05 � prefill 6
1 : 27 I 1: 37 " 3-7/8 2. 6 10 min
1 : 42 � 1 : 52 " 3-9/16 2. 8 " "
1 : 59 , 2 : 09 ' " 3-7/16 2. 9 " "
2 : 15 2 : 25 " 3-3/8 3 . 0 " "
2 : 30 � � 2: 40 " 3-3/8 3 . 0 " "
�
I
i
�
'
I
. �
Percolation rate = 3 � � minutes per inch.
. ' ' ,
� C�RT. #00627
. PERCOLATION TEST DATA SHEET �
S-P Testing, Inc . 9-12-89 1 : 28 ``'�"'
Percolation rest readings made by on starting a • p.m. ,
w��.,
Test hole location Lot4 ,B lk. 1,�rys�ta 1 Cre�le���r� 5 , Date hole was prepare� 9-11—8 9
Dcpth of hole boteom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches . Soil texture
0 - 18" Topsoil dark brown loam
Method of scratching sidewall Knif e
• Depth of gravel in bottom of holP 2 �nches
Date and hour of initial water fillin� 9-11—8 9 ��t���al water filling 12 inches above hole bottom
�vle!hod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
,Maximum water depth above hole bottom durinb tese 6 in�hes �
Time Percolation '
Time interval,. Measurement, Drop in water rate, Remarks
minu[es inches level, inches minutes per
� inch
1 : 05 prefill 6
1 ; 2g 1 ; 3g " 4 2. 5 10 min
1 : 41 I 1: 51 ' " 3-15/16 2 . 5 " "
2 : 00 2 : 10 " 3-7/8 2 . 6 " "
2 : 16 2 : 26 ' " 3-13/16 2. 6 " "
2 : 31 2 : 41 ' " 3-3/4 2 . 7 " "
�
�
�
I �
,
;
�
Yercolation rate = 2 • 6 minutes per inch.
CERT. #00627
. PE�COLATION TEST DATA SHEET '
a.m.
Percolationtestreadingsmadeby S—P Testing, InC. o� 9-12-89 • startinga 1 : 29 � p.m. ,
f Jwe)
Tescholelocacion Lot4 ,Blk. l�x'ystal Creel� Oro�o 6 9-11-8
, ole num er , Date hole was prepare�l
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Suil texture
0 — 18" Topsoil dark brown loam
Method of scratching sidewall Knif e
2 ,
� Depch of gravel in bottom of hole inches.
� 9-11-89 �l • 3(�am 12
Date and hour of initial water fillin,� , epth o inuial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6 �
. � ,Maximum water depth above hole bottom during tes� inches
Time � Percolation '
Time interval,' Measurement, Drop in water rate, Rc;marks
minutes inches level, inches minutes per
inch
1 : 05 prefill 6
1 : 29 1: 39 '. " 3-3/4 2 . 7 30 min
1 : 40 1: 50 , " 3-9/16 2 . 8 " "
2 : 01 2 : 11 " 3-3/8 3 . 0 " "
2 : 17 � 2 : 27 " 3-1/4 3 . 1 " "
2 : 32 2 : 42 " 3-1/8 3 . 2 " "
�
,
�
�
�
Percolation rate = 3 � 1 ►ninutes pe�inch.
� '
CERT. #00627
. PERCOLATION TEST DATA SHEET
• .m.
Percolation test readings made by �—p Te s t i nc�.., T nc . on 12—9—8 9 starting ac 1 1 : 5 2 P,m.
IdurN
Test hole locatio�'ot 4 ,B 1 k. 1,C ry s ta 1 C r ee k Hole number�, Date hole was prepare� 12—8—8 9
Depth of hole bottom 18 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 18" Togsoil dark �-ay loam
Method of scratching sidewall Knif e
2
Depth of gravel in bottom of hole inches
Date and hour of initial water filling 12—8—8 9 , Depth of initial water tilling 12 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
6 �
,Maximum water depth above hole bottom during tes► inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
1
1 " —
1 �� �� �� �� ��
1 . , �� �� �� �� ��
Percolation rate = 2 ' 6 minutes per inch.
„ ' , .
CERT. #00627
. PERCOLATION TEST DATA SHEET �
-
a.m.
Percolation test readings made by S—P Te s t inq, I nc. o� 12—9—8 9 ctarting ar 11 : 5 3 P m
i�,u
TestholelocationLot4 ,B1k. 1 Crystal CreekHolenumber 8 , Dateholewasprepare� 1?-8—fi9
Depth of hole bottom 18 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 18” Topsoil dark brown loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches '
Dare and hour of initial water filling 12—8—8 9 ,Depth of initial water filling 12 �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au�tomatiC s iphon
6 � -
, Maximum water depth above hole bottom during test inches -
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
11 : 40 prefill 6
11 : 53 12 : 08 " 4-3/16 3 . 6 15 min
12 : 11 12 : 26 " 4 3. 8 " "
12 : 29 12 : 44 " 3-7/8 3 . 9 " "
Percolation rate = 3 ' 8 minutes per inch.
,, , � ,
CERT. #00627
PERCOLATION TEST DATA SHEET
a.m.
Perculation test readings made by �—P TPsting, IN� on L2-9-8._9—starting a► � 1 -3 d `p"-in.
��«,
Test hole location LOt 4 ,B 1 k. 1�ry S ta 1 Creekf j�le number 9 , Date hole was prepared 12—8—8 9
6
Depth of hole bottom 18 inches, Diameter of hole inches
Soil data from test hole:
Depth, inches Soil texture
0 — 18" Topsoil dark gray loam
Method of scratching sidewall Knl f e
Depth of gravel in bottom of hole 2 inches
�2-s-s9 i2
Date and hour of initial water fillin , Depth of initial water filling inches above hole botrom
Automatic siphon
Method use�to maintain at least 12 inches of water depth in hole for at least 4 hours
6
, Maximum water depth above hole bottom during tes► inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
11 : 40 prefill 6
11 : 54 12 : 09 " 4-1/4 3 . 5 15 min
12 : 10 12 : 25 " 3-15/16 3 . 8 " "
12 : 30 12 : 45 " 3-3/4 4 . 0 " "
Percolation rate = 3 • 8 minutes per inch.
. ' .
F-8
� ;:
REOW00�, CEDA� OR
WATER TIGHT 8� �OCKABLE ELECTRIC BOX� TREATED POST (4 x 4 min) '
PIUGS OR EIECTRIC CONNECTtONS---� /-INSIDE 80X IC CONNECTIONS MADE
2' PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED B� LOCKED SETTLEMENT
SEALED MANHOLE RINGS .FINAL GRADE
�` AT LEAST 12' ' �
��� BEIOW GRADE
WIRE FROM POWER SUPPLY
- ' PIPE IS LAIO ON A UNIFORM SIOPE FROM
� /}� . FOR PROPER NORAINBACK Il. 7REATMENT MEA
SEALED TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR ORAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USED
WITH ANCHOR—� — yyEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES� EI.ECTRICAI.WIRE FROM POWER SUPPLY
. S�RT l,_._FV�9__ � _ MUST NOT RUN OVER ANY TANKS BUT
r' - MUST BE LAID BESIDE OTIIER TANKS
3"� � `� AND NtUST 8E PLACED IN CONDUIT
AIONG POST _
SF{UT-O�F�,EV�ILQ_ _ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONOUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL:FLOAT CONTACT.
0�� :
:�
Figure F-8
METAI. �
COVER
� �., _.�;, .� -!�- �� � y.• _k
� . (9 ' �`�' ,, �.v:,..y
i .�_,. r: � .
i . ' I, '
I � i �
I ' � �i4:r•._�_�. i
► CONCRETE �zf�'
I MANHOLE
, RING
i
'i METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
. , '
�4 .' VERTICAL SIDEII�ALL SEPTIC TANK -��
/—FINISHED GRADE
-AT I.EAST 6`TO 12" SOIL AT LEAST
4" DIA. COVER 4� ��A•�
� AT LEAST I" � � AT LEAST I"
r,nir� I_
j �.. •:.-,. . .. _
�.... � .
, +. �
—� T � A DIMENSIONS FOR TANKS WITH VERTICAL SIOES A
WIDTH. W 24' MINIMUM
' LENGTH, L 2 TO 3 TIMES THE _WI�TH
B DIAMETER 60� MINIMUM _ :
� � DEPTH, D 30' MINIMUM: 76� MAXIMUM C
A 0.2 0 �
r — -AT LEAST g �� 6" MINIMUM• 0.2 D MAXIMUM _ 6" _
3" �_.
C 0.4 D
-- ------ - --AT LEAST 4 FEET--- � —'"
Hp1E5: �
1. SN�iI/JiYIECSATLftiST�INGIE51NDtAAAElf.t1 �. ►wuu'�ECOvERSS�N1l�lOUtE0wil�ir+i�u+c��EA
2. 11 If f1E 51 W L UC 0�1E 0�11.�d IE MN�qlFS.20'lFAST If TI�E 1.W111U1E l4 Mllil W NX NCI�E!OF 111[SUfYAC:E
n�1,(jNON/J�LOCA1FnYA����N6fEEfO�HLITNlK 1iE00vEi��wJ5f0ESfCU[070MEVUiIACCf5.4
wni.is ` b. Scruv���+uisriv+cEOEtwfENFix)oFr+�Errre�wu
�. hNrts�ECtqNt`Y'EO��TI,F.HSf�W���ESD�N.�(:1Eii NEu�EsirOr�tOr�O�f�tE�v�LLl1ENOLEs41�w+cwc��fs
Ot1 A WJJ IOIE S�Hll HF tOCAI E0 CNEn DO1 H 11 E Iri E T Of1 NO At��E T1 1N�t 2 NC��ES
MJOOUIlLiOGVICYS.I�+ECFJ�lEI1lwCO�ll�t�9'kClqil 6. FOf11101tlZ(XII/yCYlI1fX1GL7M1K,^,011ACIJSKJNAISO.t:A
f`V+[5 SI Nil OE TI iC SM.f/S 71IE UNIL't11�NE fY 1ME ANn OII.F,NSION C I,^i 0.75(1.
ON f LE Oi'C1+wC5 d 15NU I N IY 1 CE 5.A 11 Yf1U W SI'EC i�ON
� f'1•C�115t RE IOCI�ItuEtilWCf.N 71tE tAEt M1UtlllllEi
Mf flES. —
,
� PENClL
� M�iF2KS •.t ' �
.�,�-
6 N �.r.
�.,� MANHOIE �� M t, .
� �
� . .
�
�
INLET ` SCUM �. �; pU7�ET
-� .,,�_ . _ _ ,. i ..
�, . �;,:�;011fLET LEVEI_ ��}:3;+�-i I .��` Y
''r. —.. --•- — _ — �;� r
— SCUM CLEAR SPACE —= CLEAN OUT TM1K WF{EN�
� r��
�;. —.. — — __-� _.. _ ••:• _ � 'T' 'k\IS 3' OR I.ESS OR
_ �� g 8�IS 12�OR LESS
� a , �r � Y�
���;i�.'••�'�''.'�''. ' '• ' • ' : . '. . �•�. •� .
, ��,.:;'.{:'.'.�.• '•�� :- ..;: BIACK COIAR
�' �'i.'��:�•:�'••�.' • SLU�GE • i� �� DISTINGUISHES SLUDGE
's. �•;. .•,. ., �, LAY� FROM l.10U10
� �.69.7. ''i: .. . . .. :��.
..., t�;,:
� :�'� �.'ubn' .�.y'.i
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
PERFORATED l.OAMY SAND CAP
LAYER OF GEOTEXTILE
LATERALS FABRIC PERFORATEO �A7ERAL -
��~,,,r�~` =��� ';�^•. ..____ .„., GRA55 COVER 6 INCHES
sarvoY �onrn soi� -;/'� ' `� ` ��""+.'.•;+•:-�'��': TOPSOIL
, �" r' , ��•^ `~� CLEAN SAND FII.L
,`,' I'�. � •';,.�:.� J. .
� � .'�..�, }��. MAXI 3 TO SLOPE--
IAYER OF GEOTEXTILE ���� �'� EAN HOCK a'
FABRIC OR 4 INCHES OF " '� ' / '�y.� y� ,.� •!�� TOPso�� si. �r�b 2�iz INCNES
,� , PlAWEO OR /. SL0
HAY COVERED BY l .' , � j' ois►cE0 SURFnCE
BUILDING PAPER .y?��,,' -�j��/, / z �� ueso�� •
I�/z-� OR 2� ,..:,:��'" �f ����� � +� CROSS SECTION A-A
PIPE FROM PUMP `;���•? ' �� i j`�,'� ,� '�
�J,,: ,�. ;/,%` � � jr !''
.;�,
/ PtPE fROM
3/ �Z�/ i' ', �/ / ,�� >� �� GUMPING CHAMBER
CLEAN dOCK '��. � '��!•'� �'` � ��� � OIVERSION FOR .
..:: •�%' .� ,J J� SURFACE WATER w '
6' TOPSOII.� /� • � � �� � o � � �!
. .•�;�� � � �. i/' >�` �r•— — —
_��`..��.'��` 'l�"� i� f i� �7�' � ; '��
��,� . � •� 3 ��� — PERFOR4TED : � �
'� � - � ._ r9�'/ � MAx. I ,.,�- L'ATERALS � � I
�s• w�a�. � `;{r` 1
��` •�� ~1 � �w•i� �'��.7. ".'/.1,/�Ai\ �..' � I
S��p� :;•�;;;;;. :�M;lra,;, i ; I�
sa IEqN _. �^--� • •�?i;,;:;►:�:��: . I ; ; � _
.... . ,�
(�Jp FIl $O 36.. .\�,(�:_'.��''•'' . BED AREA I � ' I Z .
� t'� �
� e � �AY ''1' +� �`�;;�>:. � W .
R�k FR _� �- . - �----�'• � �-
f N UP ,���'�� � ;��.���` _ � , � o :_
N �
BaRRAERRA� , . ~ , ' a . � � � ; W ; � m . °
�qYER ~ ' _, - - � ' ? ' ? ? � — � .
�,�o#..,o ' �
• INCHES I � 'f � � � INCHE$ ._.
LAYOUT OF PERFORATEO PIPE LATERALS FOF2 _ � ; � ; I
PRESSURE D1STR18UTION IN MOUNO —• ' ; '
—� �—'— — —� I
PERFORATED P�ASTIC PIPE _ OIKE �0 FEET�_p�KE
MAX.
� • TOTAI W IOTH
� SpACING . . � �1 '1' �
END 5 ZE EMnE BE�n ORiTION• \ . � P�R�ORAr��N I PLAN vlEw
.
VIEW pp ��,'. l6
2�MANIf'OLD � END PERFORATION OF A PERFORATEO LATERA�
PIPE ^
Groa� Cova
PERFORATIONS ON BOTTOM OF ';
PLASTIC PIPE r.w.0
Qp., `—s� t�,-s�� .,.,,, .... ,
.a r� � �" a of Gwlullb foDAc Iw Iw-
/ � =r'(ALTERNATE IOCATION ' V°^�s°M�'°yw• %..�b�'ur�h v'�j~°"cw«�o
OF VIPE FROM PUMN1
� � P�rla lion Wi1�eJ Narliontally ��
. • ,�Nio C p IMor Top
END CAP 9�•. / L �/�P1u� —Ai lw�� 12'lo Eop•
E�A o •Id RxM . :�' of RocM Loy�r
[ LAr �:• . .1 . . ,v«�«ouun.��Lccu�.e u�
fL� Bollaw ol Lal.rol
�i �RA 2�PIPE fROM . Cban Saw l.oy.r
��/ ..0 PERf PUMPING CHAM�p . . . . , . . . .
. �� ' .
.
� y .i s s � � .
1 lo'x SS goc.� ci�-.� o _ - `: _
J . .
. � / � ' `S ' ' �
� � D - To oP.SRf.�o
. 3.S F.�.`q, �,�1.s y.3� .
PLt!�1�-\ � � �v�/ r��o-c -<d sc.xx�� /� ' 9 �° �-� �
� /o' i
SET- BACKS . ��---------�1 �� '
HOUSE • System must be�
� . Tank 3�� from property lines X - S��1d� gX�S�� w�oT�_.
w�-�-- S3�SEms�.� ,�,�' from wells
3Q from b;dgs.
. -t'°n�; . Treotment orea =�from lokes , 2� streoms`'w�'�"�
Treotment areo �� from property lines NOTE�Power supply ond switches must be tocoted in a
M�N�fo�S w,r�x.�."-��" �S�from wells weaiher proof enCbsure outside the pumping chomberand manhole .
• L�ace F,�� �o 'from bidgs. I
�— -� �a' from trees � � SO1L BORING ELEVATIONS
i � r _�. . � I
� �
- ot1-� Lmin. . . � TH.'I EL.- Si-t�''G�-�►�i.�
' i �"d�a.su � �i e TH. 2 EL.- 'f1-�'�� -q�o.1 �
I ; grode$.%
Drop to Tonk Tonk Tank I PRESSURE DISTRIBUTION MOUND SYSTEM TH"3 EL.- ����-°�'1►•'�
- � TH,"4 EL::i2�� '�l `�� -��v.L
� Min. I��io 8� �p�mping TH'S EL-32:� (
Max.l��to4� � ���P '��l.a�S �l��A��oc�.) ELEVATiON al PROPOSED PUMPING '
Chamber CNAMBER-`�'��.o
, 4�to 6��dio.pipe
� - i
SYSTEM DESIGN -MOUND �ya'���� �p��g 10� � �
. �
TYPE�., � BEDROOM , Averoge percolation rate `ds min./inch (desic�n.83 sq.ft treatment area per gal. of doily sewoge flaw) •
���2 gal./day x.83sq.ft�gol...�1`�sq.ft.of treatment area +t0% =�Z sq.ft. (.= IOft,width=�,�ft.lenqth of bed area+side slope run�to I x�3 heighd= `�ff,x_�ft.lawn•area needed) ,
� Clean rock needed- 54�_sq.ft.treatment area x�•_°�depth of roc�c=S� y cu.ft=27=��cu.yds,(3/4��to 21/��dia. ,includes 2��of rock nbove pipe) �
� �
-��,� Clean sand fill below rock needed�cv.yds. opprox. , sondy loam bock fill��aa.yds.approx., topsoil 6����cu.yd. A�� Sx��a-o o�P-c�a I •`� • I
��c.2C1t��1_9 -C� aoo �.o��o -C� -r'oeso��.Fo� ����U��r��_Sw��`�3 cu�o_-«���
Number of tanks required 3_, Ist tonk �d gol. , 2nd tank�gal.minirxms PL.�s Pu m P�►...�� ����»��-�- , ���sE� 1�.-�g-�L , I
Pumping chamber copocity- 25°/a of daiy sewoge fbw of�Qgal.= �s�gol.+reserve storoge of 15Ogh�/Bl�_C oo gol.+pipe bocic dro'u�oge— �' ���`����x�'4�S�_oIJ ,
PROPERTY OF� �-CR V ST'A L L'�-EE�
ofl�gol./IOOIin.ft.of�Mdia. �PP�Y Pipe, Iin.ft.neededlL�, �gol.� manrfoldls�gol./IOOIiRftof a��dia.pipe,tn.ftneeded � � a gol. �jT y ��_� �
total capocity needed Z2�gal.(Plus orea for P�mP) us� n„,�. /00 D ��,l.��,,�- � �'�o�-10 7'Y1 Y1 !�'��1-a - �n�
Disiribution pipe �L3�da. , L�s�_lin.ft., ��� �dia. perforotions���oport
Pump size ��hp. (pumpoble copacity��.gal. 4c,ycles/day) _ u;,E-v I S � �+�x�c ��E�s _��sc,�c��¢-Uc- 4 O ��,► 1 ,�„ n _ ,S—P TEST/NG /
Note � When cons�n,cting bed �- , tnis oreo shoub be shoped Note= D�stonce trom treotment orea to neighbo�ing wetls— ( Designed 9y��� � S�'
to d�vert run-off irom entering treatment orea. L��'����-� ��� 4-�' ��� � D01e ;����� � pH. 61 2-4 9 7-3 5 6 6
. � - �� '-
. � � y , � ss
� ro'_r�ss' _¢oc.� e��v _� o
• � � � ----=—� - -
' �) '` ----� .—_ _ •
�- ------ - `�`� � \ c�S �\ �..a:c��F��_`f:� , .
3-5;�-�F�`•_31�.�'`-1.I
P�t�t t �/��i.J ►-�o-� -Cb s�a�� --- -- - �'-��- .�-�-��Q---_ _I �'� Sk.,)
---- --,<.tii -- - --�-- �_._ __6�0 - -
SET- BACKS �
- ��1-- - -- �' ��� --- - a`��---
�--_- - - �------ --- �
HGl1yE _ . . . . System must be�
' _ Tank �� trom ���'�Ef1y Ii��ES �=c`�1-f 1���__���;� � �-`-W��-'t�'---.
�ul_L $145� 6T'�T . ��"(rOm �rrel'.5
ao ir�m b'Ccs. , ,,.�c��.R�� .
, ;-��"�,;,; , , Treotrnent ereo =�frorn lokes , � ��S NOTE� Po.4�er suppiy and switches rrx�st be tocoied in a
Trecfinent orea � `rom proper`y lines Weather proof enc�cv,re oulside the pump�ng chomber ond manho!e
� �"1/�NNr��s r,r,x.�•'-t�" '�S from we'!s '
. CAcrF,c� ao'',��m b!dgS:
i- -, . � 10 ' from t�ees ,� �-F SOIL 8CR1NG F._I..EV:�.T'iG'�'S
w�t� �o�-� �min. --�---�ti �jr - � �� t : . .. _�___ �(^ _--`— _ _ --- —1i TN�I EL.
�- _ � � (� ' - -j i , _'.�N'a� -9 �l.(�
_ (- • -.___-- .:�_.. `
, " � i � �' r I ,- � _
� da.s P�'��- - o � H. 2 ��. _ 2�� 7 q�D. l
..�--�_o;. g�ode._� /o
�� � - '� ` -t y"45 �!� I.7
Tan�c i Tank ',� TH. 3 E�..-_` _.
� ��� PRESSU`�E D►STRi�UTiON MOU�D SYS-rEM ..
Crop to ?onk � j -----_— _— TH, 4 EL.-�.� �-rl-�;`6i �i']o. S�
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. .�'�in. I fo 8 Puma�ng -
Mcx.l��fo4� � ��-�P "(���`�S �`���L-oc� Chomber , ELEVAT,O\ ot FRC�SED Pl;`�1F�'��G
, 4�10 6��dio.pipe .
CHAv.BER-�t�S,ou�o -R,..�� g`9•a
SYSTEM DESIGN -N'�OUND � •
7YPE-�, �. BEDROOM , Averoge percolotion raie `6•�min./inch (design.83sq.ft ireatmenl area per gal. of dai!y sewa� flew)
. �go!./doy x.83sq.ft1gol.��sq.ft.of treatment area +10% = S _sq.fi. (-: {Ofi,width=��ft.length of bed area +side slope run�_to I x 3__:._�heigf,!= �_ft.x��ft,iown•ar2a needed)
� C(ean rock needed- �2sq.ft.treatment oreo x .1��deplh af rock=�_cu.ft :-27= a� cu.yds,(3�� `0 2 V��dia. ,inch�des 2�of ra,k a�ve pipe) �
Cofl�s� . a to soil 6�� _2S2--cuYd- -Ia���,. _:_�.�'�---��_�-�a�_J .�
��,sN�� Cle�n�ond fill beEow rock needed�3�cu.y� s. opprox. , sondy lc•�m bock fill as cu.yds.opp��ox., p �f.�_`���D �o �,J� �oE.� -�o ;'oes��� Ge� ��-�-�ti=�"a��YG=-`6-�# -_`"'��.`�"`
Numberof tanks required�-, istionk 000gol. , 2ndionklos'?�ga►.m�ni�wns P��s Pu•n��>..�� �aYa����f=� . V��4o��'�io s''S� •
"��v�s�p - 7a,-�-,'��-
Pumping chember capacity- 25% of daily sewage f{cw of oo gal.=1�gal.+re�rve slcrage of 15 0�,�1/B��� gol.+p;�t,ock drninoge- � (� S L G �-
PROPERTY OF:-.� C__k_T�_, �____:�_
of!�_�d_goi./IOO�in.ftof_+��._�dio. supply pi�e, iin.ft.needed�-Q_� �.you!.� monfiold 1.�gol./�OOlinftof a"dia.pipe,�n.ft.needc�2 , _�gvl. �,o-� �.} BL..�1 �_
lotal r.o;,ocity needed��.Lgal.(plus areo forpump) us� r,,�,-,. .[Q��a�.�«�o_ � Q��o tH1-1 . H�N� ._cd .
_ Dislribution p�pe _L._'��dia. , l�lin.ft., �_��da, perforofions 3��opo:t ---------
Pump size ���hp. (pumpob!e cc�,�city '��gol. 4cycles/day) _�_=��__j�.•_� �<-x�c _��_�G-�sT�sc.dAgu� yo_�o.l f►m,',�,__-_. �$-P ]"E.5'J-//1/G' //1� .
No1e � When consiruci�ng bed -- , this areo shoub be shoped No'e� D�stonce trom treotment areo to ne�gh�ing we!ts- � Desi ned 9 �r p�t`�--�•����;
' U�Gs���� �N Ara J oo � 9 Y�
to divert run-off f�om enfering treotment orea. ; Do�e �Lo/�/� , PH, 6�2-497-3566
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o�o�.�o M�. l-#��-�}+ . G�D •
Note= This system is to be constructed to meet
the Minneso�a Pollution Conirol Agency S—P�T�G/ C
Chapter 7080 & Local Ordinance �'
Note : Check all underground utilities ��'9^ed BY�-� C��-
- Do'e L/c-/5�, '=ri.6t2-497-3566
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION �T�IC��� SCHEDULED
PERMIT N0. �� � COMPLETED 7-�����'
ADDRESS �b� ��/ft�l C�t2f� �'�
OWNER CONTR. �`�� S
TELEPHONE NO.
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 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 O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI �PTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU: YES_NO
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INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECT�ON REQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector. ��- '2J~'�---�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N ICE ,.,, SCHEDULED
PERMIT N0.� �� '" COMPLETED ""��'a� oZ" C�
ADDRESS ��5 ���i S'C�\ �-C e c.� �CJ
OWNER CONTR. ���2�
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� DESCRIPTION��-P '��L �`�� � v�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATIGN 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 O6 PROGRESS
� 07 OEMO-SITE 2 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU%��CES_NO
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INSPECTOR W{LL RETURN
❑STOP OROER POSTED.CAIL INSPECTOR
❑CITATION ISSUEO
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Catl for the next inspection 24 hours in advance. �95Z� Z49-46��
OwnerlContra r on site:
Inspector. aZ�C �_
White Copyllnspector's Ffle Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N�J IC SCHEDULED �-13~��- ��_�—
PERMIT NO. r � ���� COMPLETED '� 1 -0 \�.d J
ADDRESS �� ��- S � ��+�K
OWNER CONTR. ��(�S
TELEPHONE NO.
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 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 O6 PROGRESS
� 07 DEMO-SITE SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Caii for the next ins cti 24 hours in advance. (952� 249-4600
OwnerlContra tor on site: �{�'
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT,�CE SCHEDULED -��--�� 3=��
PERMIT NO. �•Y Q � COMPLETED 1 '��� �-U C�
ADDRESS �i� �-�� S `�\ Cs�c
OWNER CONTR. I'�°��[��
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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
� 07 DEMO-FINAL �PTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI T3�SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
�CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cali for the next inspectiop 24 ho s in advance. (952) 249-46��
OwnerlContrac on site: i� c�
Inspector.
White Copylinspector's File Canary CopylSite Notice