HomeMy WebLinkAbout2007-P11123 - new septic system ' PERMIT
• CITY F ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11123
Crystal Bay, Minnesota 55323 Permit Type:
Sepric
(952) 249-4600 Date Issued: 6/14/2007
SITE ADDRESS: 130 Manor Cir Unit#
Long Lake,MN 55356
P��� 04-117-23-11-0008
DESCRIPTION:
Proposed Use: Religious
Pernut Class: General
Se hc Pemrit Sub-type(s): New Sepric System
Permit Type: p �
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: Hayes&Sons Exc.Inc. OWNER: Brian Arne&Julie Morrison
263 82nd Street S.E. 130 Manor Cir
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 STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
� �
APPLICAN RMITE SIGNATURE IS D BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
. ,
CITY OF ORONO SEP'TIC SYSTEM PERNIIT APPLICATiON
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS
� �� �. �, ►�� C � r� I�
Occupancy Type: Residential �'�� Commercial Other
Permit Type: New or Replacement System 5100.00 ✓"��
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residentill permit fees
Owner's Name:��r-�� /�F Y� Phone Number: �1 S2 - `�7� ''/ 7 Z-�v
Nlliling Address: t3o Y��.�� C<r�.l--� City: L�.�..v Zip:
Conh�actor's Name: Phone Number:2(��-5�7�'-T7G?
Mailing Address: zc�-3����� S� S E, Cityj�f�n frasP Zip: s'S'36�
*** DO NOT NIAiI.,PAYMENT i�VITH THIS APPLICATION***
GENERAI�INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Off'ices; 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 cazd is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(NII'CA) 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 followin� 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 coverin�.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rou;h up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution pipin; 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�IPCAInstallers License shall be present durin�all inspections. :`�24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check aIl appropriate
e� 1. I have received a copy of the system desijn including the City of Orono Septic
System Approval Cover Sheet.
'�/ �` 2. I will be installin�the follo�vin�: U S-e -eu���-�''
�
A. Tanks: Precast Concrete Other Manufacturer
P�_ } � � � ._ �
Tank Ca a ties;.. .1. �___�rl------2�����1~,—.._---�--�-C��.. QaI
B. Pump Station (if required)
Pump make&model ���-e �� ���� (attach pump curve&
literature); system desi�n requires ��gpm at 3Z feet of head.
High water alarm make &model C.,e�c(�-�,v. . Outside
electrical work to be completed by �� installer electrician other.
G�n� C�/r-�t k�t y � -e,c<<r4� P�.,�,�� 5 f�.f�u,�
r
C. Treatment System:
Trenches: s.f. �� Mound
Depth of rock below pipe " Rock bed dimensions /b ' x � '
Drop Boxes Sand bed dimensions�_' Y 35,�'
Distribution Box Pressure Dist. Pipe Diam. j iL "
Manifold Pipe Diam. -L. "
D. Final Cover/Topsoil to be: borrowed from site
r�(.�how location on site plan)
_� trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
ajrees to do all work in strict accordance with ordinances of the City and the rejulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct,
SignatureofApplicant - Date: �-^ / � ��
NIl'CA License No. � 1 �
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Staf�'lZevaew: App�-oval Denia�
�eviewer:
��✓`� D�te: �' � � �"� 'd �
Reasoa� f�r I➢ena�fl:
'� !
�
�.i�:�.vV i..�l'I' 1
�tusty Olson'��--Soi� and Percolat�j'� ��� �RONo
� j p E w
'�1 Joseph J.Olson—MICA i.icense#$jp °"-TOR '�
��� PERMIT NO
� ,� L 1481 Riverview Ad.ryE,.Hanover, PttoV�D AS 3UN:Wt ED
(! (76�3)49�$779 Fat(763)49$-$ '
. � 1 APPROY�D W(TH C��CT10N'��1�f�
� ��/ NOT APPROVEt�ClS R�C'f&RP.SUBMCf
��� ,L These commcnw are fu�,�'oru inforrrwtion. AH�verit siudi be doM
� � Z � in fuU compli�w�fth ali applicablo aeptio an�A sonlqg ccw1e.
� May 3U,2W6 � s Requirements i'�icluding items not spec{flcetty eoted io tl�is�svi�,
Julie Arnc -.� t, � �� � K6EP THIS PLAN SET OAi SITB AT ALL TtM63
l3Q Mnno�C.ir�tc ,1(,/�/ (p j �'�
Urono,Henne�in C�unty
� 5�z � 7�-�7 -�
This on�ite Sewt+gt Traatrnenc Syslem is dcsip,�►cd for a 7}+pe 1,��vo-bedrooan hanc in accordance with the Muancsum
Pulluliun Convol A�ency Chrpic 7b80 aod local u[Ylinsncc;s.
7he aoasonally wturouxl soils wcrc lopted at 18"-30"(motticd soil). T}ue co seusonalty salurxtcd yoils,a pressurizcd
Mound System will nee{i tp��iyy����p��c t111ucrlt 7T�bottcun olthe timatmerd turx must be located ai
IrRst 3'above Wc saturated r��ils.
1"he soils at a derth of 12"have a yervu181i i n ratc avcragine 1 O]vlpl,
Atl nciphboring wCIL��c located grr.Atet than lpp'naay[rom prvpo.�cod tir.rtrr►ent erea.
The existing�e.ptic tanks rnay be used upun approval ot�the loeal inspecxer.
l,f the futur�site is Fvu u�od the cxtsting well will need�o be rtiplacet!_ �RDI�O C�I�Y
Thc cxi,ting�ystem doeS r1oC conform tn C I ptr.r 708U.
rhe nuu�ifold and supply line must havr ba Ik drainase to tht pt,mping�ha��r. Thc disuibution pipes shall havc their
endS espped. Be surc thc rock�td sand 6l1��oiic~rigJs arc c�can, 1'he tpci�sycr be(o�,,,the eatin moundcd area must be
turna!pvec,just br�lC up lhc sod and t►t su►^t not to over wurk.
�1�� ment nff ot the ro I. ent area hef d�ia d o cdon. Thi�
' not vol'd d thc S wiU need M�g rebcated iifallure to pt,gotect tl�e�ra� o osed[or )n tiite ew p
It�atmont ncturs,
With propv insfall��iun and mainlenAnee,t lis system�hould havc na bl�in uratin ti•
, !�► g s�p �C f t'l u rn t c f t c c t i v c l y.
Nu t hing o t h e r f}ian gray�yt�ler.(laundry,cFuawers,ctc.) Humm,w4l�r and toilet tissruue sh4uld be dispu�ed of inW lhc
yCplic tanks. (iarbage dispo�'sls urc not nceommen�i�. lldditi�es mu5l noc be usod;thty rnay eaugc harrnful damn{e�(u
youc scytie systcm_ It i�rer,ommend�!thu(yuu pump the C+nk cvcry year fC�r I tunk.�vc;ry twp years for nvo tanks.
S1 crely.
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APR-23-2007 10:40 Fram:GORDON JAMES
Percoiation Test Data Sheet
Lic.#810
� i
PenColation test r+eadings m�e by: Rusty Ofson'S Perc. starting at 11�08 A.M.On 05/�6/06
Location_ 130 Manor Cirde
Hole numbe�4
, QaUe hole was prepared:5/22J/06
Depth of hole bottom T12",�inches. Diart�ed�r of hoie�6",�inches.
Soil d8ta frpm teSt hole:
Oepth, inches Soil texture
0-8" Darlc bnown bam 10yr31iL
8"-12" Brawn loam tQy�l4
Method of scratching side wa11: Knife
Depth of c�dvel in bottom of hole 2 inches:
Date a�d h�,r of irlitial wa1�filfing 5/15l06 At 1:00 P.M. �of initial water filling 12 inches
abOve hde bpttom.
Method used�maintain at�12 ind�es of waber deptl�in hole!or at feast 4 hours Autometia Siphon
Maximum water depth above hote botborn during @�sts 6 inches (
Time Time De Drop m H2 � Perc R,ate
11:21 11:81 6" 2 6 71.5
11:52 12:22 6" 2.5 12.0
12:29 12:59 6" 2.5 12.0
.
I
AVERAGE PER . RA E � 11.8 MPI
APR-23-2007 10:40 From:GORDON JAMES
Percolation Test Data Shed
Lic.#810
r
PerColation test readings made by� Rusty Olson'�Perc. stardng at 1:08 A.M. bn 05/16/06
Locati�: 130 Manor Cirde
Hole number. 3
Date hole was prepared:5/2Z/!Ofi
D�pth of hale botGom_12�inches,aameter of irole`6"_,inches.
Soii data from test hole:
Depth, �n�eS Soil textu�
0-12" Oark b�wn loam 10rr3/2
Method of scratching side wail: Knife
Oepth of gravel in bot�om of hoFe 2 inches:
Date and hour of initi�w�ter filling 5/15�06 At 1:00 P.M. depth of initiai�r fiiling 92 inches
above hole bottom.
Me�tod used to mainta'tn at least S2 inches of water d�th �trole et Ieast 41�ourS AuUDmatiC Siphon
Maximum wdter depfh above hde bottom during Eesbs 6 inches
Ter+e Time Deptl� in H20 � pe�c te
11:20 11:50 6" � 3.0 10.0
11:53 12:23 6" 2.8 10.7
12:28 12:58 6" 2.8 1 a.7
AVERAC�E PERC. RATE � 10.4 MPI
APR-23-2007 10:40 From:GORDON JF�1ES
Percolation Test Oata Sheet
�ic.#810
� � �
Percolahon test�eadi�gs made by Rusty nlson's Perc. starting at 7:08 A.M. On 05/16/06
loCation: 130 Manor Circle
I{o(e number:2
Date hole was prepared:5J22//p6
Depth of hole bpttom_12"�inches, Diametet of hole 6"_in .
Soil data nom test hde:
Depth, irtches So�7�exture
a�2� oa�a�+ro�m�oyrsrt
Method of scratching side wall: Knife
Depth of gravel i�bot�om of hole 2 i�ches:
date and hou�of ir�tial water fiqinfl 5/15�6 At 1:00 P.M. depth of inRiat water filling 12 inches
above hole bott�om.
Method ussd to mai�at least 12 inches of�ra1e�depth in hale at le2a�t 4 hours Autamatic Siphon
Maximum wat�r depth above hde bottom du�ng�sts B inches
Time Tane Drop an H20 � Per+c Ra�e
11:19 11:49 8" ' 3.7 8.1
11:54 12:24 6" 3.6 8.3
12:27 12:57 6" 3.5 8.5
AVERAGE PERC. RATE � 8.3 MPI
APR-23-2007 10:40 From:GORDON JAMES
Percoladon'fest Data Sheet
Lic.#810
I �
Percvlation test readings m�de by� Rusty Olson's Pero. starting at 7 :08 A.M. On 05/1B/O6
Locatipn_ 130 Manor Cirde
Hole number: 1
Date hole was p�epsred:5/22//08
Depth of hole bot�om_'!2"�inches,Diamete�of hole 6"_,inches.
Soil data from test hcie:
Depth, inches Soil texture
0-8" �sNc lrrown Ioan tqf3/2
8"-12" Brown loam 10yM/4
Method of scratahing side weq: Knife
Depth of g�avel ir�bottom of Imle 2 inches:
Date and hou�of i�idal water fiAing 5/15/06 At 1:00 P.M. depth of ir�itial water fllling 12 inches
above hole bottom.
Method u,ged to rnai�bin at IeaGt 12 i�hes of W�depth in hole fa I�st 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 ir�ches
Time Time Drop in H20 � er+C �
11:18 11:48 6" 3.7 8.1
11:55 12:25 6" 3.6 8.3
12:26 12'56 6" 3.5 8.5
AVERA E PERC.RATE � 8.3 MPI
APR-23-2007 10:39 From:GORD�J JAMES
Los�s of Soil Borinqa
L'wense�810 ' .
Locatiaa a P�oj�t: 130 Ma�or Circie �
8orinps made by: Rusty Ol�on'S Sal and ParC testieg 5/1512006
Classfieatlon Systsm: AASNO_ ; USDS-USOSSCS X : Ureified �Other
Auge�used(check two):Hand X�or Powsr ,Fii�t,6 i cket or Probe X_
goring Number 1T Surface elevation_94.3, Mottled Soil at_1.5_f8et
0"-8"Dark bro�wn loam 10yr3/2 H20 present at X_
8"-18"BroMm loam 10yrAJ4
18"-30"Ru�sty brown loam 10yr5/3
Boring Number 2,�„Surface elovation�93.9 Mopled Sod at 2.1^feet
0"-18"Darlt b�wn loam 10yr4/2 M20 p�e5ent 8t X
1 B"-28"Brown loam 10yr414
26"-30"Rusty bro�wn Ipam 10yr5�3
Boring Number_3 Surfaoe Elevatior� 95.0 Moriled Sal at_1.8 feet
0"1-8"Dar1c t�rown loam 10�►r� H20 present at X
18"-22"Rusty brown loam 10yr414
18"-30"Rusty brovm bam 10yr5/3
Boring Number 4� 3uAaoe elevadon 94.5� Mottled Soil at_1.5_feet
0-8"Dark brown bam 10yt3/Z H20 present at�2.1w
0"-18"Brown ioam 10y►4/4
18"-30" Rusty brown loam 40yr5/3
9on�g Number 5_S�xfaoe elevati�83.3^ Mottled Soil at 1.8_feet
0-12"Derk br�rn loam 10yi3/2 H20 present at X�
12"-22"Brawn bam 10yr4/4
22"-30"Rusty brov�m loam 10yr5l3
8oring Number 6 Surfpoe e�evation 94.1__ Mottled Soil at_2.5_feet
0-24"Oark brown bam 10y� H20 present at�X!
24"-30"8� loam 10yr4/4
30"-36"Rusty brvwh 108m 10yr5/3
APR-23-2007 10:39 From:GORDON JAMES
, ' , I
- University of Min�esota:Pump Selection Procedure - i 0125104
ai�ed�����enrea,u���w��a oe c�acea.
!. Detentlble pumP capacity: T�
I►. Graviy►D'�tr'ibuNon ��oo.e•.. ��-
1.Minimum required�ischa�e is 10 gpm
2.Ma�amum s�,gges�d discharge is 45 gpm .
! For otltet est�ments at least 1096 grea6et th2u�ihe vret�r �
Supply tale,but no�ter tl�an the tele 8t whiCh efllum►t w�flow
out of Ihe asb�ution dovioe.
B. Pt+�tsu►e Distribu�ion-see p�+e�rcc design rrat�heet -� ;�rso�-�+�+�
8�Poi� .,l,Qf,��cnorge
:.�. ,.
SNected Pump Capacity: 47 gpm to►d cr�x+ �
;vng'tt ;
2A.Eaevo'Icr�;
itl�e��._.-:_r:.... . d�lre�e^ce 1
Z De�in!Totaf Dynank Haad(FDHy �;�i; ;, ;
,�: ,
A �v�n d�e�oe betweer►pixr�p and point of d�ge. ;Y� . ... �; ;
17 feet �i:,�---�--�,r..,"�; -....... .. . .. ....... .
B. Speciad head r�equi�r,enC�(Seo Fiptme-Special Head RequAsm�ts)
��feet Head Requirements
�Y� �
C. Fnction bss in 6u�tr pipe �e Disbibution 5ft
1_ Selec�pipe dlarneter �in
2, Ence�Figu►e E-g with�m(1A a B)and ppe diamebr(C1)
Read hicbon loss m feeR 100 feet from Fgure E-9 EA Fridion l�s m PI�Pipe
FricOon bs� 3.99 N 100 ft of pipe 100 n
nominal
3.Dete�mine�otal pipe lengti bvm pump�Chargs b�sdi s�em d�sct�arge�oin� Flow Ra�e � 6ameler
EstimaEe by adding 25 pe►oent;b P�e length(a fri�.�6on loss In 1�. 1.S 2.0" 3'
�times 1.25=equivalertt p�e ien�h • �ZQ 2�7� •'0.73'. :'��l:1:�:.
R x 1.25= 25t1 feet ?.5 3.73 1.11 0.16
� 30 5.23 9.55 0.2i�
4.C�ate�tal�i�oc�loss by multplying ficdon I�s(C2) 35 6.96 2.06 0.3
by 1he equivalerrt Pipe 1�►(p)and�bp 100. . 40 8.91 Z64 0.�
Fnc�ion Lnss- 3.99 N1001t X 250 ft / 100= 10.0 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. 7otal head requirement is tl�e eum oi eleva�n difierenoe(A),spea� S5 4.76 0.7
head requiremenls(8),ar►4�ofal iric6on los�(C4). 60 5.6 0.82
17 R + 5 R + 10.0 R 65 6.48 0.95
70 7.44 1.(19
Totaf liesd: 32.0 feet
3. Pump Selection
1.A pump must be selected b�delirer at�agt 47 9Pm(1A or B) I
�w1h at least 32.0 teet.ol total hea� �.
I
I t�ereby oe�tif�r tl�I have oom�ed this vrork in aacordanoe with aA applicable i ina�►oea,n,�les and lews.
(signaturE) 810 �Hoense� 5/30J2006 Date
�
�age 1 of 1
APR-23-2007 10:39 From:GORDON Jf�1ES
' , I
. Universky of Minnesota Pressure Distn'bution Sys�m Desi�n -10/25/04
,u bw.e ne+.no�s Awuoe e�vea.ene�su wi�r os eaa�.e.
ow�w
1 S!�fINRIbBI Of pll�Ofi��il@�B�S: � T'��
2. Seled psKoradon spacMg� �3 ]R I
.:....�..�..
3_ Sktoe pe�a�ttbns should not be plaaed do�er Me11 kol ro -
the edge of tho mdc layar(see aiagmml:subaat;t 2 bat t�nm """"'' I
thC 10di lay8�� --� -t r•+•_.�
�'°�J T 2 ft= 61 R ���» .�r,�T�i.• '
4. Debnnine tM numbsr of apsas betwaen per(onfiorq• �
Diride p�e lerp�t8)Cll P���Oi�9 R)�round daMn to�earest whols nwn6er.
PsApaliOn 6p�adng- 61 R/ 3 h= 2Q
5. Sele�t perforopon 3ite �1�
8. Number of pe�otatbns is aqual 10 ons pius�e rwnbet d pe�(ontion spaoe8(4). �
•Chsek lip�ns E�b aswra�e number d peAbroions pM il9[e►el gua►an�ees
�10%d�x�h�npe va►iation.
20 sp6006+7= 21 perfo�alfon�flalerel
E{IA�nua�Nurnb�r d 1/4 nah pMwaAons E M��mn Meab� �N!inc11 pallor�poni
laieral b <109i w�alloll lalusl ts �'109L qriation
PartoMioa
5 Nd� 1 inch ��5 inc11 2.0 indl S i� 1 inch �1.2b'Mld�l �inC�+ 2.0 h�d►
z.s a �a ,a 2e 2.s tz 1e 25 so
.3.0:,�,= ir,'s;i�' ' :��'�'�1`��'�'..; •�7':;�; �".�i�` �;:�;'':::' :'t� �:::��'_ }�:.�.3'��;�'•,:
3.3 .. 7 . , 12 :. .1`6� . :•� 25 �.3 R 10 17 * 23 36
. �A'3::;'s'��:r:� -:•c:�1...-- .�•tv,� '��3�'' 4'• , ��.t: ..,y:�. _ ,+�',_•
5.0 6 10 1�1� 2� 5 --.9 � � 15 20 . 31
I
7. A ToW�er of peAaralio�s=Ps�lorabGns Der bfKa1(5)times number of laberals(1).
21 p�t:/lal x 3 labe�als= 63 peffors6o�s
8.Ca�ula0e the aquare(oota�s Pe►Pe�fordtion. .
R6�o►nmsi�dsd viiva�6-10 fqRlpsrf.OOss nd�pyr tn at�g►sdel.
1. Rodc bed aia.�radc�idtl�(IQ x ioek N�glh l�1
10 R X 63 ft� 630 Il�
2. Square foal per per�'imdc Bed At�nber ot peAs(6�
630.0 ft2 ! 63 p.rfs ■ 10.0 ft�lpert
8. De�eimine tOquif�tl flow ro02 Dy 1{WIUPM�9 d1e tOtG)tnpil0et
of Pertorauons(9A)b1►Aow Per oeAorauo�s�seo fgune E�
83 peris z 0. 4 gpm/pefh= 46.6 gpm
E In
kbad Pa�fo�slions�rne�
inC�Os
1 0.42 0.56 0.74
:;^•„�!.: ,- •.. �.,, • O,gd'. ';�,�'s
5 •:: ' 0.94 1.26 1.65
a. th.�.o aol lor eno�..tenw7,na,�e,
INa 2o h�t la MW . • ...
...'��`.. ..
9. OeEermine�ik+&num Plpe Slzs ' .' � , .,•.�'^
A. Manlfold on F.nd. If lalsrsls a�v wnneded to header pipe .. ,
as ahown in F'gu�e E-1,IO sCIECt1110NR11A1)fOQUMOd IY�lIYI �VM�b�:MawoNl�a�Ori�aanrw. .
dlameter,er�erfgwe fri or E-S wMh peifaadon sp�inp smf �
number pf peAaationa per laterfl.Sded minimisn dismater
/or per�orafed latsrals= 2:0 inohos
8. Cenfq�ManN01d. If perforated labral a�Aem is aRaohod bo � ,...�...,.,�..::. " _' ' •- _ ' " "
w�.a.rsw.www
menil0b pipe near the opnqx,IBce FiBwe E-2,parta�bd I�eral le�gth(3) '
and number of peAorsAions pe�IaEersl(�w1t be appro�dy � •
one ha�of that in slep A. Using�eee vahaes sekd '
minirtNm diame�e�for De�foraled lale►e�r 1.5 �1+� . 'Z:_'•-•
I• �
I he�ebv Rif�r Mat 1 hava�e �his work M s�rdanos wMh aU appi(cable adir►�os.tu an laws.
� (alpnatu�e) 810 (licenae#j I 05130108 (d-dte)
APR-23-2007 10:39 From:GORDON Jf�1ES
� ���P�P�
0 0 o i 1y"bopsoil
1.5
Inal gr�de
d
i ~~� �1
� R�sOktfv�iaye� 1.5 � ;
; I : :
i i: � ;
! 11.0 � t 0.Q : I 16.0 . ..��"�.
F -- ��� IA� , �
LV.0 I
V �
��
Mou�d Detail: land siope � 1°�
�Z.o
� Upslope benn:
r�. -.�- _�..._�_.. �.�...«....�.'T._" .�...............-......� ••�
� �P
.0 ' W�tt: 10A ` 12.0
Total Le�th:63.0 ;
widlh:
: �
;�e.0 ;
� I
t oov�aop�ae�m- oo�alop��sorp�lon widtl,: i
� 16D 10.0
t
�
1 !
•~•..w.....w�-. ..�.....�.«. ��....�...�.......�..�.._....�......................«.. ....«.w.�....�...+..�.- ................�...f?
_.—. Ya�knplh:87.0 _ I
Noba: I
Oiv9R Surf�09 w�awey Imm mou�. ��
Page 5 or 5
APR-23-2007 10:39 From:GORDON JAhIES
, ,• F. , ABSORpT1pN YY�TN I
Abs�p6a�"�ti°: Z I
' 1. Alx�orptian widlh equeb�bso�ption relio time�s rodc la�widh
' 2.00. x 10.0 R = 20.0 H
G. MOUNo SIOpE w�rn a Lp1GTH��han�x�
t. Oownslope ebsorption wldlh=�bsorpdan wl�fi minus rodc t�r width
20.I1 te�t - 10D fe�= 10.0 tt
_--..�
2 Cal�ulate mound size
UPSI.OPE �
a.Ue�tl►o�dean sand at up�lope edge o(rock laper-3 i�xt minus d�lance to res6ic�g tayer(Ct)
3.0 h - 1.5 4= I 1.5 R
n.�nc�und neigl,�art aie w�bpeedge or rtxk 1�=d�tn a aeen sana br se�aral;on�G2a�
al upsbpe ed9C plus de�Mi of roCk lay�er(1400tJ b d�lh of mver(1 boot)
1.5 A.1R+1 ft- 3S ft
c.Upslope hem�multip�b�sed on 18nd s#opP(see f�r�034)
Seiec�ed oerm mv4iplia: 3.a5 I
d.ups►o�e widm=a�m munipNer(c�2c)times�elope�d r,�gn�(t�e�:
3.� x 3.5 ft = 12.0 ft
DOWNSIOPE
e.Orop in elevaaon=rodc la�x width(p��es perc�,K Ia�l�p�((�I/100
10.0 R x 4.0 % /100= 0.4 ry
f.Dvwnslope moimd height=deph d dean sand for slope d�anoe(G2e)
el doxmslope mCk Ad�plus Nte mound helght�tl1e upSlOpe 6dps d nodc lay�(2b)
0.4 fl + 3.5 $- �g n
g,ouwnslopP bem,multipGa ba�0 an.pe�aent land siope lser r-ig�ae a3�/ (
SeleCled b6nq�: 4.�9 �
h.Downslope widlh=downslope m�tlkplie�(G28�6ma do�1�p�,�,p���
4.09 x 3.9 = 16,0 tt
i.Se(eq groater of Gi arld G2h as q�e downsl�e yNp� 1G.0 ft
j.lotai m0und widM is Ihe eum ot upalopc(02d)width�mdc l�cr wic�h(0�Plus downg�ppe wi�h(G2i)
� �+ �0.0 � A� �s.(► �r= �i.0 n
k.TWaf mour�l lenglh is tl�e sum of ul�s!aPe widlh(C,2d)D�s nod�lanr i�glh(p�1��p�Ip�g wi�h(G2dy
12.0 R • 63.a I ft* 12.0 it- 87.0 h
i —
FinalDimetlsia�s slqp�>��f. 3AA h � 87.0 R
i
�hA oefify fhat al�wonc nas eeen�ed in a000rdenoe wim aN app�c�«�,r�es b IawS.
- ��� �� t�) t��u(�a) �~3 G L- �date�
I
Page2ot5
APR-23-2007 10:39 From:GORDON JAMES
�
� �• , ,
. a�.�.►o� 'bb#L�,,,J
T�w�t�+�
��
Univers" of M�nnesota Mound Design Worksheet
Groet�r than 11L 8lopes
A FLOW
EsGn�aoed ' 750 I APd(see fi�ao A-11
a�� i � x 1.5(sa�ery facta j= 0 � gpd
�. �T,���„�M� I
Sepbc ta�,k capaatp 2250 I 9�(��G�l
Number ot tar*slaanp2Nnents 0 I
Efliu�t FUG� (�esh�o) I
I
C-15e Taidt M G�Nons I
Nun�Der of A�knimum CepaaK wifh Capaa'ry w�h
eedraorns 6eib. Disp.ard l�R
2orless s.^�� -°.:y�'�. 11Z5 #i�
3a4 : ;:;._ .. '.�� ,, �� =���''
•.�.=�"_�' ',..�„�. ,
5a8 . .;�: .. Y:,�;:, �p .
�, :. :.�-�� • ;
�aj':;;� �r .0 .,'l,a+ :-5.k+�;3
7,8 or 9 �;':.:k�,r..�':,•- �00 �.K 9�
C. SOILS(SSiNre eveNrehio+►�adeJ
1. Depth to testricting layer= 1.5 I teel
2. Depih d perod�On tests= 12 � ind�s
3. Te�dure loem �
4. sai ioadinp raa�faee�a�� o.s0 � �►n'
Perodabion►ats 10 � MP�
5, 96 L�d Slope 4.0 � �6
D. ROCK IAYER DIlAENSIONS I
t, MuNiply average de�n Aow(A)b�r 0.63 W obCein�epuired a�af r�ck Iayer Ileem A x 0.8�
750 �d z 0.83 A:l�fd= 630 tl�
Z, 08termine rock layer widlh =0.8311"lgpd z Lir�L�p Ra�a(LLR)(See LLR chaR
0.83 ft'lgpd x 12.00 � = 10.0 R
� ��
�� I
P�k Ra�e lLR I
<iZ0 MPI r._12 I
>=120 MPI c-^6
3. l�enyfh of rodc layer=��divided bp wi�lh=
630.0 R' / 10.0 teet= 63.� tt
E. ROCK VOLUME
1. Multiply rock aree by rock deplh�get abic feei d rodc
63Q.0 X 1.0 h= 630A (l'
z. o�uMe ft'by 7.7�'�ya'b�get a,bic yards
630.0 ft3 I 2i = 23.3 yd3
3. M�Idply wb�c yards by 1.4 W gdt weiqhl v(rOCk in fvns;
23.3 yd' X t.4 tonlyd' = �2� tons
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