HomeMy WebLinkAbout2001-P04627 - new septic k �
PERMIT
CITY OF ORONO Permit Number:
2750 Keliey Parkway - PO Box 66 P04627
Crystal Bay, Minnesota 55323 Permit Type: sepci�
(952) 249-4600 Date Issued: i i�lai2ooi
SITE ADDRESS: 395 Sussex Lane
L.ong Lake,MN 55356
P ID: 04-117-23-24-0007
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Sub-type(s): New Septic System
Permit Type: Septic
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Clover Hill Company OWNER: Jon Campbell
314 Sha�Copee Ave E 395 Sussex Lane
Shakopee, MN 55379 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEIvIENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SIGNATURE I SUEDBYSIGNATURE
Copies: 1-File(SiQnitures Reauired). 1-Avplicant, 1-Monthlv Reoorts, 1-Assessine. 1-Finance Page 1
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CITY OF ORONO SEPTIC SYSTElV1 PERNIIT APPLICATION
Bos 66 (2750 Kelley Parkway)
Crystal Bay, Mn 5�323
JOB SITE ADDRESS � �� S`'��5��� ���ce
Occupancy Type: Residential /\ Commercial Other
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Permit Type: New or Replacement System $100.00 %�� —
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: (��1y ��G���� [r� _ Phone Number:
1VTailing Address: City: Zip:
Contractor's Name: ��v���<' ����/ �o -.�-� Phone Number: �`� �lz� 3�s` ��:`lFs"
Nlailing Address:�'s'Y �=�/t:��� �z� � City: ������= Zip: 5-��3 ��
Gf;,L�
*** DO NOT NIAII. PAYMENT"'ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(NIPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desijn. 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 �vill 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 ajain
durin� pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holding�IPCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
r �
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
G�,���U 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
� 2. I will be installing the following:
A. Tanks: �3 Precast Concrete Other Manufacturer
TankCapacities: 1) � � gal. 2) /j�� �al 3) ( � gal
B. Pump Station(if required)
Pump make& model lM� �-' (attach pump curve&
literature); system design requires Z gpm at � � feet of head.
High water alarm make& model �,-v-�tti:_ . Outside
electrical work to be completed by�installer electrician other.
C. Treatment System:
Trenches: s.f. � l�found
Depth of rock below pipe " Rock bed dimensions �d ' x �� 5 '
Drop Boxes Sand bed dimensions�2 ' x io.s'
Distribution Box Pressure Dist. Pipe Diam. ( �z "
Manifold 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,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
SignatureofApplicant ��������^- Date: I ) ^ � �3 � � (
��� L�n����
MPCA License No.
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Staff Review: Approval /'\ Denial
Reviewer: ��4`�l� GL�'v�'""��K—� Date: 11 - �3 - 01
Reason for Denial:
SEPTIC SYSTEM APPROVAL �
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f�.� ,� CITY of ORONO
\\�� ��� �,� ��'4 . , G�lSr Municipal Offices
Street Address: Mailing Address:
���`9�C'EgHO�'�� � 2750 Kelley Parkway P.O. Box 66
_- Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner �o�y C"�be� C_o . Phone (Home) (Work)
Address 39S SuSSeX ���� City Oco�O State Zip
Site Evaluator l�e�� � \"�'.\\c� State License # �°��,` Phone# 3�,0- 3�1�d- �.�1�{
Type of Establishment: Single Family >( Multi Family
Commercial Garbage Disposal Yes�� No
No. Potential Bedrooms � Est. Gallons Per Day 9 o O
Water Meter Required: Yes_ No X Soil Sizing Factor U. �3
Perc Rates P-1 33 P-2 a6 P-3 a�s P-4�3 P-5 3� P-6 ZS" P-7
Restricting Layer Depth B-1 �.0`6� B-2 I.�6 � B-3 i.`�' B-4 �.as� B-5 I.as� B-6 �.6>'
Type of Treatment System:
Standard X Experimental Alternative
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1300 # of Tanks � Lift Tank Size 1300
Pump Brand GPM 4 a Head ���
Treatment System:
Minimum (I o x�5� 4�x �o�� Square Feet with � inches of rock below pipe
e
Type of covering Fabric_�_ Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'oftested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and
the following conditions: �C v'>z ��5 �U-�- h�e. S��tw� �,y 5�a�.,�,-.� ��. 1 a�s _
f�C� c�c�. .i �C �+�i1. � n Ch S �(�S G r �.. {�"` C^C ,} C� 6 �hCC r a n r,. St{9 t,c �
By: �� 9- Ia- al
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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�„� �� i � � _ APA�ox�mote Pr
o � _- � -� �� _ °Perty lin�
� 2� -L � ��ainoge & (�tility Easement
6 ��� ---L
� � 1300 gallon ��pti/ -- --_ � �_
G 0 p 0 � pump tank ! 2-1.300 gallon / �
�j �SB5 S84 � ,�p`1� � septic tanks � �
� � �te?"�aite � � � /'` �
� � � /Se�t 2C � se\ �s _,�,� �./ ` �
� �- �~ * J/ ` t
o roek �5 d S8 20 � �`O�/ \
� / � 9 �
21 _ � / �`--�� ; `
\ 16 � '�'`� � �
9,� � � E � � �
�\ ss�t i---���,�,�� � ,�.----� _,
°+� � � ' �F���c��. ��� �
BENCHMA13K: ELEV.=100.0 j �
3°�, �� / � `����3.v.� �
�'°\ Q�9 � '�-101— `(103.5} 1 5 �i /
�o \ � /� � �
°�r � \ o� proposed o�
1�p \G�f LOT 6' / �O � deep=ell / � �
�� BLOCK > / � !, --
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Design = 6 Bedrooms / / �
Rock Quanfity = 27.Bf yiords � J J
Sand Quan tity = 240f yds. \ / „/�,Qi
Loomy Sand Quontity = 25f yds � t,(���
� � Y
Top Soi7 Quontfty = 105f yds. e
sQuantifies are opproximote and do �s
not inc/ude woste �
LEGEND �!S SYSTEM fS DESIGNED �i�N
,,,,6,,,$EDROOMS. ANY INCREAuk ��v s'����'E��:�t
• denotes well locotion ����NypUDATES THIS DESIGN.
p denotes perc test /ocation
� denotes soil boring /ocation
( 97*8 ) denotes proposed e/ev. Notes �
97*8 denotes existing elev. �• Awid compaction of mound area befwe, durtng and after
construction.
-�- denotes surface droinage
2. Verify before construction that no wella are withfn 50 feet
of the praposed or existing septic tank.
l hereby certify that this site plan was prepored 3_ Verify before conatruction that no shaliow wells are within 100 feet,
b e or under my di� ct supe�vislon. or ony deep wells within 50 feet of proposed treatment area.
4. AII materials used for construction must meet or exceed the
��S"Y' /' M.P.C.A. Chapter 7a80 requirements.
Bernie Mil/er D.R.P. 5- Divert �rface drainage away or around the septic area.
M. P. C. A. License � 1921 6. All quontities given on this plan ora opproximate.
PROPERTY LOCATION PREPARED FOfk
���j'� 395 Sussex Septic Srstem Slte Plan Tony Elden Co.
MILLER'S SEWAGE TREATMENT SOLUTIONS Lane, Lot 6, 4100 B�rkah��
sw.3 �ssn�► s�T Kir�enLL. MN ss� Block 1, Fox DATE JOB N0. SCALE
(320) 398-2714 cdl (320) 293-0197 Bend, Orono, L�11�
Minnesota 8/14/01 Z001-9Z 1�6Q PI� I�L
�
�lound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered,the rest will be calculated.
A. FLOW �A L Csti�riated Sev�age f lows in Gadons per Uv� �
f�rumber of_....�_,,.._...._..T�,_........,,__.�_�.�r,._�......_._..
Estimated 900 gpd(see figure A-1) ' �
or measured � x 1.5(safety factor)= 0 9Pd i bedrooiru � C�ass I i qoss II � (�ass IU� (�Ss IV
E 2 ,�JJ � 2'1� 18J (rJJ�G
B. SEPTIC TANK LIQUID VOLUMES i "� � d5J I �J9 218 � cf the
Septic tank capacity 2-1300 gallons(see figure C-1) � '1 � ��� � 3r 15h � va�,es �
, � ��J I 4�U ' �9� in the
C. SOILS(Site evaluation dafa) � � +i `•`�� ' �`r� v�2 ��E, �
1. Depth to restricting layer- 1 feet � "1 ! IG�v� � 6�JJ � 310 � 8,0�11
2. Depth of percolation tests= 12 inches ;......�.i_ I���p�.^.,�.47S,�,M, 4�NL J�� cc�r-ms.�
3. Texture Clay Loam
4. Soil loading rate(see Figure D-33) - 0.45 gpd/ft�
Percolation rate 26 to 34 MPI
5. %Land Slope 1 % n:�:: .�i>�,►Nu����rtau�si����x�rr��i�
P�'�rohnrn�Hate f.nud�ugka�c
. . in 1,ti�ulcxr¢r So�1�C�ax:urc ! inilkmx ,1bs�x�on
��-�: :�@ �Et'Z��It�i('3 �l'IIItS(Ili YllttilS'1 9nr.h , i ncrc�:}•rcr ' Rcen
- . ____.`�..�............1,_._ .._, �.�:'_trr loa �_�.
t S
3.'l.�tFl�c C'il€)dbi��- � 1'�.u:•r�W�n 5 i (ner5=•tie�d i?U I lN)
iVW11l°t:f i,t A'�i��t�lltil3 i.2c�';ic! � titlllll G3����11�'t�lll� � tit �,,,m ti:,n:i
_ , t Ct'll�l tlitijh;)S�Ilt�.
�3�GCCkS1.IS ��d�;d(.Si1'� �,3Y�):i�`l(�iS:3(�ti:Jx ' _ � 1 ��m:tiand
` �I�[1t151��C _., !�n �end - ----
_ _--- __.
.. .... . r ta 15 .. �uJAd�.l.n�sp �� . �..Iq . _ I 4q
.• . ^._ . �- _. .IG�uJO t I.oain !FL•fi._ ._�IN) ...-.
L i;l'�C5S �� ���_`
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1;;;;} :s�:o4< r ti�•r.t.�,���„ :;3ir zao
?t:l'�i 1 u:iJ i����J }•�y� 1 tisli .
.^./;:[I G() E n Fi('tM.'�Aal �i 45. ..�.. �f)
S til'{) ��i}:1 �.�11� ��:1'}I) �ti�t�}(7u�Lr,em
:�itP�1 .'.{Irit{) ?��.�) n.��� : �,xy.i,�aut.
.. .. . ... _ . . _ . � . ��.r. tn I?0 r �ilq�i lav - t�a� � ��":(tti-_
i 1 irtt�'�ia�
.s- 1 I:g --- _
__ . . .. ._ ..__... .. ---- ._.... --___.
Uc�c+�c�tltNri i'(1 �
i t
-.-srcr.i ekN-ac^fin 4�e:c uriSs muu re wJs« s y:mti,r.naiue
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer:Item A x 0.83=
900 gpd x 0.83 ft21gpd= 747.0 ft�
2. Determine rock layer width =0.83 ft�/gpd x Linear Loading Rate(LLR)(see LLR chart)
0.83ft�lgpd X 12 = 10.0 ft C1TY C)F ORC)NO
SEPTIC PERMI P AN REV(EW
LLRChart INSPF.CTOR �'1'��C��vw�+�.
Perk Rate LLR DATE 9-Id,•0) PERMIT NO.
� APPROVLD AS SliBMITTF.D
<120 MPI <=�2 [� pPPROVED WITH C'ORRE.CTtnNS AS NOTBA
>-120 MPI <-6 O NOT APPROVF.A-CORREC'T&RHSUBMIT
These commeats uc Por your information. All work shalt be don�
ia full complianso with ap applicable septic and xoaioY ewle.
Requinment�it�cluding items twt speci�cally noted ia this ravisw.
3. Length of rock layer=area divided by width= x��Ttus rtrtK sBT ox stTE�t�tL T►MEs
747 ft� ! 10 feet= 75.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
747 X 1 ft= 750.0 ft3
2. Divide ft3 by 27 ft3lyd3to get cubic yards
750.0 ft3 ! 27 = 27.8 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
27.8 yd3 X 1.4 tonlyd3 = 38.9 tons
�. nsso�noN vv�orH
1. Abs tion width e uals abso►ption ratio(see Figure D-33)times rock layer width
2.67 x 10.0 ft = 27.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Less than or equal to 1%)
1. Absorption wi.d�h(F): 27.0 feet
2. Calculate minimum mound size
a.Determine depth of clean sand at upslope edge of rock layer=3 feet minus distance�restricting layer(C1) �
3.0 ft - 1.0 ft= 2.0 feet
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a)
plus depth of rock layer(1 foot)plus depth of cover(1 foot)
2.0 ft+1ft+1ft= 4.0 feet
c.Berm width=upslope mound height(�2b)times 4(4 is recommended,but could be 3-12)
4.0 x 4= 16.0 feet
d.The total landscape width is the sum of berm(G2c)width plus rock layer width(D2)plus berm width(G2c)
16.0 feet+ 10.0 feet+ 16.0 feet= 42.0 feet
e.Additional width necessary for absorption=the absorption width(F)minus the landscape width(G2d)
27.0 feet- 42.0 feet= -15.0 feet
ifnumberis negative(<O)skip M g
f.Final berm width=addition�width(G2e)plus the benn wridth(G2c)
-15 feet+ 16 feet = 1 feet
g.Total mound width is the sum of berm width(GZf or G2c)plus rock layer width(D2)
plus berm width(G2f or G2c)
16.0 ft+ 10.0 ft+ 16.0 ft= 42.0 feet
h.Total mound length is the sum of berm(G2f or G2c]plus rock layer length(D3)plus berm(G2f or G2c)
16.0 ft+ 75.0 ft+ 16.0 ft= 107.0 feet
i.Setbacks from the rockbed are calculated as follows:the absorption width(F�minus the rock bed width
(D2)divided by 2: ( 27.0 feet - 10.0 feet)/ 2 = 8.5 feet
LAYOUT
1. Select an appropriate scale;one inch= 50 feet
2. Show pertinent property boundaries,righis-of-way,easements
3. Show location of house,garage,driveway,and all other improvements,existing or propased.
4. Show location and layout of sewage treatrnent
1 hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws
������`'� (signature �Z� licen '' S� �
) � ( se#) .� /� (date)
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; HYDRAULIC PROFILE �� ;
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� 98.3t � g� i
9e.ot �� ga��pn �� g���n Cg7,4t p L(ne is to be laid to provide drain—bock after pump shuts off I
i Septic Tank Septic TaMc i
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� NOTE� � �
i Elevations are approximate and may need to be �
� adjusted in the field. i
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REowoo�, cEo oR �
WATER TIGHT 8� LOCKA6LE ELECTRIC BOX TREATED POST�4 x 4 min)
PLUGS OR E�ECTRIC CONNECTIONS ��—ALL ELECTRIC CONNECT�ONS MADE
2" PVC CONOUIT SCHEDULE B4 w � INSIDE 60X
MANHOLE COVER CHAINED & LOCKEO 6 SPACE SO�O��P,L,OE�PEO�WTER CORD FOR
SEAI.ED MANHOLE RINGS � f
FINAL GRADE �
- AT LEAST 12" '
�`� BELOW GRADE
�?C>� �r4�lor� _..�. 11�1RE FROM POWER SUPPLY
. .. ..:� P1PE fS LAlO ON A UNIFORM SLOPE FROM
+i . FOR PROPER ORAlN9ACK �� TREQTMENT AREA
. ,- _
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION, TO .GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOL.E MUST BE USED
WITH ANCHOR
ALARM FLOAT ON SEPARATE WEEP HOLE
ELECTRICAL CIRCUIT
, � . NOTES� EI.ECTRICAL WlRE FROM POWER SUPPLY
- j START ��,� _ MUST t�OT RUN OVER ANY TANKS BUT
�'� MUST 8E LAID BESIDE OTHER TANKS
/fjl �11ons �ec- 3"� `� AND MUST 8E PLACED IN �CONOUIT
Cy�le se-� G-+,�Cy��as P�� day aI.ONG POST
SHUT-OFF LEYEL� _ ELECTRICAI. CORDS FROM PUMP QND
I Fl.OATS MUST BE RUN THROUGH
� �� CONDUlT. W1RES CANNOT HAVE GROUNC
PUMP CONTROL FLOAT CONTACT.
000� t
.
,+
� Figure F-8
• PRESSURE DISTRIBUTION SYSTEM - Trenches
c::,-.;e.,.:.�.-r.,ti.,�
�r�.�.�_[.�t�e^��[r��..t�n�^T_'t��rc�ms¢i�tnrr� � _
n�(._cr._.���_�.�.�,�.,�;�xi-,�.F...�i,.�__ -
AU boxed rectang/es must be entered,the rest wip be calculated. � � � �r ,��.�,k
r.�rr s:;,.�.,K�i�F••-i i r
- t'url.`:i.�.�a'��iK 1.4•�S•
1. Select number of perforated laterals: 03
2. Select perforation spacing= 03 ft �E4: Mnknum utl«ido nunbet uf 1!4-inch W�rlaufas
pw wlaa b sR�a�,tea<lox�Ascr.xWe v«Icflia,
3. Since perforations should not be placed closer that 1 foot to �"�`�°�
�ia
s
the edge of the rock layer(see diagram), subtract 2 feet from L a��n ����:►� �.�st�r,_ ►.s��,�, ?.o��.:n �
the rock la er len th � zs � e ,d � ,a ,a
75 -2ft= 73 ft � 3.� s �s n se
rock layer length . i '3 ' '? '6 �s
' 60 7 17 15 23
l.�5� -_b�._ �� _1Q � 22.^_
4 Determine the numbe�of spaces between perforaGons.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 73 ft/ 3 ft= 24 spaces
5. Number of perforations is equal to one plus the number of perforation spaces(4).
'Check figure E-4 to assune the number of per/orations per lateral guarantees
< 10'/discharge variation.
24 spaces+ 1 = 25 perforations/lateral
6. A.Total number of pertorations=perforations per lateral(5)times number of laterals(1).
25 perfs/lat x 3 laterals= 75 perforations
10-13 varies �-b: Pe�tora�or�E�lssricw�o hf s�m
B.Calculate the square footage per perforation. "- "-'
Should be 6-10 sqft/perf. Does not apply to at-grades. p��foratron diarrn3ter
ne-ad (iric;hes
1. Rock bed area=rockwidth(ft)x rock length(ft) ���e�y i� 31�G �f32 }!�
10 ft x 75 ft= 750 ft2 1.p� o.l s e.a2 G�.SG o.74
2. Square foot per perforation= Rock Bed Area/number of perfs(6)
750.0 ft� / 75 perfs = 10.0 ft/perf 2•Ob G.25 0.59 0.80 t.04
5.0 L�.dl Q.94 1.26 1.65
7. Detertnine required flow rate by multiplying the total number -�;;5;�t.�;r,__.I i�_i aiir�I�%�!�tffiYy t„_,-,=5.
of pertorations(6A)by flow per erforations(see figure E-6) t';�,�:-.���������<.,..j�,.:t�i�.: ��T°=..
75 perfs x 0.56 gpm/perfs= 42 gpm
_
8. If laterals are connected to header pipe as shown _ -- ��"-,';' ^�V
in Figure E-1,to select minimum required lateral - `��
--.:
diameter,enter figure E-4 with perforation spacing(2)and ' �� ` ` -: =�'•
number of pertorations per lateral(5). � . � �`" , i
,:,.
� Hqur�E-1:MonHdd LxW�d ot End o1 6Y��m '
� .. _._...__..._.._._._.._.__...__......--....__...---_.._._._�_...._..._------'--
Select minimum diameter for perforated laterals= NA inches �
-------------------------------._.__...._____
9. If perforated lateral system is attached to manifold pipe Na,�E-z:M�ad��� - - •y�=-�
�n tAo Center d p�e 6�nlam .,..:�
near the center, like Figure E-2, pertorated lateral length(3) . -
and number of perforations per lateral(5)will be approximately � 5^ - ="'
one half of that in step 8. Using these values, select - � - ,=. r
minimum diameter for pertorated lateral= 1.5 inches. •` `�---- ,
I hereby certify that I ha completed this work in accordance with all applicable ordinances,rules and laws.
�:�� (signature) �Q� (license#) C� �s�� (date)
� DOSING CHAMBER SIZING
All bvxed rectang/es musf be entered,the rest wil!be cakulated. �d�
'1000 ga0on darwin precast
1. Deterrtane�ea
A Rectangle area=L x W
� ft x �ft = 0 ft Length
B. Cirde area=3.14�.radiusz
3.14 x 2 ft = 0.0 ft2
C. Get area irom manufacture ft Radiu
2. Calculate g�lons p�inch
There are 7.5 gailons per cubic foot of volume,therefore multiply the area(1A,B or C)
times ihe conversion fac�or and divide by 12 inches per foot to cakxilate gallon per inch.
Surface area x 7.5/12= 0 fl x 7.5�! 12iNft = 25 g�lon per inch Legal Tank:
•,4ssumed 25 yallons per;ncn � 500 gallons or
3. C�culate total t�k vdume 100%the daily flow
A. Depth iran bottom of inlet pipe to tank bottom = 52 in or Altemating Pumps
B. Total t�k volume=depth irom boriom of inlet pipe to tank bottom(3A)x g�n(2} A_,:�,�,o�g�;��,,,�,�;;��,p,r,
= 52 in x 25 g�n = 1300.0 galbns �a
becNooms CJass I pats fl pas IM pas tV
�
31ri1 72� l80 60%
4. Calculate gallons to cover purt�(with 2-3 inches of water covering pump) s .,�o soo z�s o+mo
(Pump�d block h ' ht+2 inches)x gallon per inch a rou s�s �ss yoe,e:
s �su n�o 2va i�tne
( 16 + 2 in) x 25 g�n = 450.0 gallons a �u �zs 332 ca��.
7 1��(1 COil 3TJ �,or MI
( 8 � 12CU C75 408 cMum�s.
5. Calculate tot�pumpout volume � � �-�
A Select mp size for 45 doses per day. Gallon per dose=gpd(see Figure A-1)/doses per day=
750 gpd ! �5 �ses/day = 150 gallons
B. C�culaie drainback
1. Determine total pipe length 65.0 ft �
2. Determine liquid volume of pipe, gaVft(see BgUre E-20)
3. Drai�baCk qua�lGty= 65.0 ft(5B1) x 0.17 gaUft(5B2) 11.1 v 1:2c): volmnc uf I.i uid in Ni
C. Totalpumpoutvolume=dosevolume(5A)+drainback(563} ; I'ipeDiameter Gallonsperfoot
� S
150 gallons+ 11.1 gallons= 161.i i � u.oa5
t �.Zs o.o�s
6. Calculate float sepazabon distance(using total pumpout volume) ; �2' p;j j
Total pumpout volume(5C)/gaUnch(2) � 2.5 0.25
161.1 gal / 25 g�n = 6.4 inch ! 3 0.38
� 0.66
7. Calculate volurr�for alarm(typically 2-3 inches
Alarm depth(inch) x gatlonfinch(2) _ �in x 25 g�n = 75 gal
8. Calcu�ate total gallons=galbns over pump(4)+gallons pumpout(5C)+gallons alarm(7)
450.0 gal + 161.1 gai + 75 g� = 686.1 gal
9. Total tank depth=total g�lons(8)/galbNin(2) r��..r�.�>n<,t.�-. `�
,��.,. __._._:`<<
686.1 galbns/ 25 gaUin = 27.4 i•.+.,, � � ��...,.,�,�_,,_;,,.` -
.'. .�♦__J___._- ��i.5irn••�n
Recommended �€�#-- - --�-�: �'� ..��n�,:�
_�.
. j.•iFf+;':"±�t vcv�rna. ..._..-�;--.
C�culate reserve capacity(75%of the daily flow) - <i...�............. F��:rnr.,�,n
Dai flow x 0.75 = 750 x 0.75= 562.5 allons f r"��;s~�.�� , .. .-��€ ==�rarti
�.. �..`.:���a�,_� "_-k�t-.'�i
KRL'tFLtiLf.f.CGL:LSLFRf.Fi�iiJ
I hereby oertify that I have oompleted this work in�cordance with�I applicable ordinances,rules and laws
(signature) / 92l (license#) ��S'�` (date)
, . '; ,
. 1..l1Y(.R OF� GEOTEXI-il E:-�--� l_(�nMY ;nNO CAI�
f nE3rziC
t-�t.�:r o�;n r t. t� i_At F�Rn�
GRA55 COVER
��`-�. G IN(=1-iES
CLEAN SANO FILI.---- �._--:•�.���--�- � :_ �� � T"OPSOIL
� ��
MAX I MUM SLOPE --- �~^-�:<,�:° _�i�'������` ;��
3 TO I �� � � � ��
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� � TOPSOIL �pLOWED OR '��4 TO 2 '/Z INCHES
piSKED SURFACE -"'� —..__J % SLOPE
.' �=. •''; SUBSOIL `''' -�----
.i�.��` ;:�'�``.
CROSS SECTION A -- A
, PIPE FROM
PUMPING CHAMBER
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U cell (�20)293-0197 PERCOLA T/ON TEST SHEET
►�li/Ic�'s Sewd�e Trcdtment So/uflons
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/N7FRVAL 1�Y.4 TER �A�R wA�R PERC RATE
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� DATE TIME
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DATE TIME
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OwnerlContractor on site:
Inspector. ��- _ ---
White Copyllnspector's Fite Canary CopylSite Notice