HomeMy WebLinkAbout2017-00728 - septic • • CITY OF ORONO * z 0 1 7 - 0 0 7 z 8 *
2750 KELLEY PARKWAY DATE ISSUED: 08/16/2017
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 600 PINEHURST CT
PIN : 06-117-23-34-0007
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 19 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOLTND)
NOTE: (3)PRECST TANKS
2250 COMBO
1300 LIFT
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
HAYES&SONS EXC. INC. Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE, MN 55303-
(763)479-1762
Minnesota State License#: sept-L640
OWIVER
Gonyea Homes
1000 BOONE AVE N
#400
GOLDEN VALLEY,MN 55427-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revo�t an time�or e cause. _
� � _ � �� � �
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Applicant Permitee Signature Date Issued ignature Date
, �.
�NO P P.00BoxO66 n0 RECEIVED FUR GTY USE ONLY
2750 Kelley Parkway i�I p ry i 7 Date Received: �� / �
Crystal Bay, MN 55323 �UIV 2 U L�I 1
z� �� Phone:(952)249-4600 Permit# 1 �— �70�
��kasHoa� Fax: (952)249-4616 Approved By:
CITY OF ORONO Amount$:
/' CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION
p �`�\� (All permits must be approved by the On-Site Septic Manager and/or Building Official)
�����#�.f C��vi���-l�fcarrx��#iQn; �
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Site Address: °���' v� l � Vl L/�'s� � �u (Z-�
Owner: ( c� u i��y..e c� Yvl L,=S Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Gt�tr��pr/;��ii�rlt`1���t���� -�,.
. V=-�-�
Contractor/App:. �� �� d-�� t Contact Person:
Address: 2�� � �i-- S�� State License #: � � (�
City: _�'1�-n,�-�-��_.__ Zip: S�3� '� Expiration Date: _ Z� � �
Phone: C� ( � � � `1 e� i l Alternate Phone:
x���� � s����= �S flF flCCi1PAN�''if ��,� �; ,��;;
esidential ❑ Commercial ❑ Other
� : **ATTENTIOtV APPUCANT** _ .
, ,, t
Fi11 in a!� a _ ro riate blanks ar�t� check a�l a ro r�ate boxes. �
Tanks:
�recast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks: ��a ��,
Size of Tanks: Z 2 S� G✓Yw� � ���� �� �`�
Type of Activity:
❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 1
�, .
New or Replacement System $400.00 �
V �
Repair Existing System 100.00
(Tanks or Drainfield) �� �—
Total
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and �egulations of the State of Minnesota and certifies that all statements made on this
application are complet , an corre t. � �� ^� �
Signature of Applicant � Date:
MPCA License No.: L�
Staff Review: Accept Denied
Reviewer: Date• <<
Reason for Denial:
Comments (to be printed on inspection card):
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.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued 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.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
� f0 ��� ��G�, �� tti{S SYSTEM IS DESIGNED FOR
r .�,BEDROOMS. ANY INCREASE tN NUMBER
���'Q � ��G�G �a�Q �J�r�l� OF BEDROOMS INVAUDAlES THIS DESIGN.
,�� � �� �Q ����
, ���
9 � �' �-�� Joseph Olson D.B.A.
Rusty Olson's--Soil and Percolation Testing
Joseph .T.Olson--iVIPC 4 License#810
11-�81 Rivervie��Rd.�E,Hano�ter,?VI�1 �53=11
(763) �98-8779 Faa(763)�98-8290
June 5.20}7
Gon��ea Homes
600 Pinehurst Coun
Orono,Hennepir Count}
This on-site Sewage Treatment Sy'stem is dzsi�ned for a T�pe l,five-6edroom home in accordance w•ith
�he Minnesota Pollution Contral,�genc��Chapter 7080 and local ordinances.
The periadicall��saturatzd soiis�vere located ai 1-i-22 inches(mottled soil").Due to the periodicalh
saturated soils,a press�rized mound system wiih b i�ches of rock�vill need to be instaUed ta treat the septic
et�iuent.The bo�om of the treatment area musF be located a�ieast.i'abo��e the saturated soils.This system
is designed e�ith 6 inches of rock.
The soils at a depth of 1�"have a percolatian rate averagins !3.6 MPI.
A 2250-gallon septic tank is desianzd for this site.All tanks need to be insulated if chere is less than tti��o
fc�t of cover ove�[he top of the ranks.Clean outs must be insralled on the end of thz laterals for
maintenance.
Use?'32 inch perforations on the laterals.
A D3rN'in 1300_allon pumping chamber x-i1l need to be installed to lift ihe zff]uznt ta t}►e treatment area.
7he power suppl� and switches musc be loeated outsid�the manhole and pumping chamber in a
Heatf►erproof enclosure.A warning device must be instaUed�vith light and sound devices:this is in case of
a pump failure.A flow measurement device must be insta}led.lncluding but not limited to a water meter,
event counter.ruimin�time clocl:s or elzcuonical}}�conaolled dosin�.
Keea a11 heavv ectuipment of#'of the nroposed treatment areas before,dnrinQ and after construction.
The area around both sites must be fenced off b��the contractor before anr construcrion be�ins.
Wiih proper installation and maintenance,this s�stem should have no probiem in trzating septic et?luent
effectively.Nothzng other than�ra� u�acer,{laundru,sho�ti�ers,etc.j Human�+�atzr and toilet tissue should b�
disposed of intu the septic tanks.Garbage disposals are not recommendetl.Additives mu�t not be used the}
map•cause harmfal dama�e to}`our septic s��stem. It is recommendedxhat you pump th�septic tank�e�en
n+�o vears. � �
S"'�`�`' CITY QF ORONC?
.= ;= --�.
SEPTIC PE IT PLAN V ,W
�-;' 3oseph J.Olson INSPECTOR `
D� PERMIT NO.�4�Z$
APPRCIVFD AS Sl;A�11TTED
� APPROVGD WITH CORRECTiONS AS NOTED
NOT APPROVEI)-CORRECT&KESUB�i1T
Thcsc camments are for your inl'ormation. Ali work shul!bc dune
in full compliance with ull upplicable septie und zoning cude,
kequiremenis incluJing itcros not specificully nutcd in this rcview.
KLGP TH(S PLAN SfT OI�Sf�E AT ALL TI�iGS
20i1 p���e� Mound Desi�n
www.SepticResource.com {v8rs 15.2)
Praperty pwner:' Gonyea Hames Date: 6/5!?U17
Sfite Addressr 600 Pinehurst Court . PIO: OG11723340007
Comments:
instructions: � =e�ter data � =adjust if desiced � = compuker catcutated-DO NOT CHANGE►.
i► �bedraom Type � itesidential :System
�� 750 GPD design ftow
;� Yes Garbage disposat or pumped to septic 5t�larger tank with muttipte comp/tanks
�t 2250 Gat Septic tank(code minimum) 2250 Gat SepUic tank(design size / LUG reqtl)
Tank opCions: none
» �•2 GPD�ftz mound sand toading rate contour loading rate of ]2 rieq's a min 62.5 ft. long rockbed
; 90.0 ft rockbed width G3.0 ft rockbed tength
�; 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed :manifold connectio�
sti �3 laterals b1.0 #eet tong 21.0 perfs/tateral 63 perfs iotat
(1/2 a perf ineans the first perf starts at the middle feed manifatd)
ai 7l32 inch perfs at �1 feet residua!head gives U.56 gpm flow rate per perforation
for this perf size fz spacing, f�pipe size on line 72,max peifs/tatera!= 30 ,line#8 must be tess--> u�:
ic�i 4.0 doses per day (4 minimum)
�>> 188 gaUons per tlose (treatment voiume)
2.00 5x
i_� 2.00 inch diameter laterais must be used to meet"4x pipe volume".requirement -
2.U0 3x
u� 45 feetof 2.0 inch supply iine teads to�8 galtons of drainback vatume
(Tip:"top feed"manifotd to controt the drainback)
�ai 196 gaUons TOTAL pump'out voiume(treatment+drainback)
rs� 12 feet yertuai tift from pump to mound taterats, leads ta a:
�6; 36 GPM @ 19 feet of head, Pump requirement (note: �SOgpm may require an extra 3-6'of head)
i>> �gal Dose tank(code minimum} 13Q0 gat Dose tank(design size/ LUG req d) at 25.49 gpi
leads to a
tss 7J inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump rate with drawdown
(this.detivers Average fiow,=70%of Peak design f'low)ehcs OFf test and adjust as necessary)
�v, 12 inches from bottom of tank to°Pump OFF"f(oat
��� 20 inches from bottom of tank to"Pump OM float, or 12 inches�o'Timer ON"float if xime dosed
�i; 23 inches from bottvm of tank to"Hi Level"ftaat,or 33 inches to"Hi Levet"float if time dosed
�.�i 714: gallflns reserve capaci#y '(after High tevet Alarm is activated)
�, 0.6t) gpdJft2 Absocption area Soil Loadin�Rate, which gives a mound ratic of 2 (minimum)
(this must match the soit borir�tog) desired mound ratio 2.0
�a� �Pert�entsite slope (0-20%range) �(;�dowtutope site siope, if different.than upslope)
�,� 1b inches, or 1.3 ft. to Redox or other tiraniting tondt�ion (need at least 1Z"�o be a Type i)
Treatment zone contains�inches of 0%soit credii,and�inches of S0�soit cfedit. Giving,a:
�h� 20 inch,or 1.7 ft. 5and Ciff Mound CRITICAL FOR FtJ'1'URE CERTlFlCATIONS!!!
_'r, ' ZO.Q ft.T4tal ABSORPTtON width (with sand beyond rockbed`as foltows:)
�s� UA ft.upslope a�d sidesiope
10.0 ft. Downstope
lndividual stope rat9os give BERM widths(topsoil beyond rockbed)of:
�wi 4:1 upslope ratio 12 ft. upsiope becm
3�,� 3;1 sideslope 33 ft,sideslope berms
3�r 4:1 dowrislope 2'i ft.downslope berm
z;, Overalt Qimensions: 10.0 ft:wide:by 63.D ft. 'Cong Rock 6ed
43 ft:wiQe by 89 ft. tong Mound footprint
4"insp�ctitu� pipe
18,.c�vec� top
U st berm �2 Dovvnsta t�erna 2�
.
12" cover on sides
.r., ts"�►�`�a"t°�°�
�.7 tlean sand tift
. � . �.� ' "�r : : � .,, ,. � . . . .
,
..F�.. , :.+ . �:�.
._ i `_
, .. �._. ..._. .
`^' - � -:... ::.f..„ . ._.`._ . .
. .., �., . � ,.,-:_.. .
. . � :�.._�........�._..e._.,. ..._..�. .... .
Absor ti�n�Midth zo;o _ -.
Noie•
For 4 tu 1�stopes,.4�isorplion Wldth is measure�l#rom the Be+dequaliy in botfi directions.
For stopes>1�, ,4bs�rpt�on l�l�dth is measared dav,tnhitf ffi�rn the upslope edge of the BerJ.
33i Rock 8ed:
10.0 ft.by 63.0 ft. by C�inches under pipe,plus 20%gives 21 Yd'or*1.4= 29 ton
ss, 1Nound Sand: (note:valume is based.on 3s1/4:7 siope from top of rockbed, Exchange sand for toamy cap i#desired)
35:5 up � 75.2 downsiope + 11.1 ends+ 44.7 under rack= 20� yds or'i.4= 2$0 ton
plus 20%
�s� Loamy Cap:
39 ft. by $5 ft. 6"deep, Pius 2096 giyes 74 .yd'or•1.4= 109 ton
�r Topsoil:
43 ft:by 89 ft. G"deep, P1us 20%gives �Yd'o�•1:4= �20 ton
1 hereby certEfy thai,l have compteted this work in accordance,with all applicabte drdi�ances, rules and taws.
�
��--....._..�
,�-;..� Rusty olson's Soif&Pe�c 810 615/.2017
- igner Signature Company Li+cense�# Date
INSPECTOR CHECKLIST - mound
6W t��nehutst(.ouri
� ���ELL seclsacl:s: 20'to pressure tesfed sewer line (5 psi for 15 min)
50'to everything 100'to dispersal area with shaltow welt
PROP�R'T'l'LINES sz�brn:k: 10'to everything
Road secback: ptatted: 10'prop lrne: Metes Fr bounds: out of road easement,or outer ditch.
I.AKF:BLi;'FF s�tback: �0'for btuff. Lakes:GB_, RD_, N� Protected�tta�d_.
au;ld;ng setbacl:�: 10'far eYeryihing, 20'for dispersat ar�a.
WATER Ui'�E uAder pressure se 10'ta bed,Gank&sewer iine. �else sewer line� 12"below)
� Sewer line Er baffle connection (no 90's; 3'betwee�45's, stope min 1"in'8`, ma�c 2'in 8')
(no depth req's, clean.out every 100', Sch 40 pipe)
� Septic tank and risers (watertight; insutated, proper depth, existing verified by pumping}
mfg 2250 gaitons iaone
Rtser over outlet, riser over intet oc center, and 6"+inspectian pipe over any remaining baffles.
No effluent fitter£�atarm
Dose tank risers and piping (water tight, insulated, proper depth, drainbacic)
mfg 13� gaUons
� dose pump 3b gpm 19 head VERIFY PUMP tURVE 5.4 min oN 9 hr OFF
� ftoat setting drop 7.7 inches at 25.5 gpi "DESIGNED" 4.9 inches approxftoattether length
�96.0 gai dose divided by gpi "INSTAILED"= inches#loai drop (field corre�cted
LABEL pump requirements and drawdown oti riser orpanel
Cam loek reaehable from grade-30"max: J-hook weep ho(e. Supplyline access {no fiard 90's)
2.0 inctt suppiy pipe:Sch40, stoped 1!8"+, supported by 4"xh40 sleeve or compacted, and buried 6"+,
splice box/controt panet/etectrical connettions
ftnw measurement CT, EfM, time.dosed, home water meter
mou�d absorption area rough up
mound rock diEnertsions ,10.0 X 63.0
Sand lift depth 20 inches. {Jar test c 3"sand teaves< 1/8"siit a'fter 30 min j
� Absorption Sand beyond rock 0.0 upslope 10.D downslope
� Bermed topsoil beyond rockbesi 12 upslope 13 sideslope 21 downstope
cover depth'of 1Z�t8"+ 1/ERIFY
3 laterais (13'from edge ofi rock)
2.00 inch pipe size (Sch40 pipe&fittings� .
3.0 ft tateral spacing
8 7132 inch perforations
3.0 ft perforation spacing
Au intet at�nd of`taterats, and at top feed manifotd if necessary. YER1F1f
ctean outs (no hard 90's)
4"inspection pipe to bottom of rock;anchored YE�tiFY
Abandon ex�sting system- if necessary �Re-use existing tank certification
monitoring plan and type
welt abandonment fQrm -if necessary
�. ►_a�1kA�N_�12.1!^1�t4!MX, -
Syster�n Ele�atians �' �
,,d.are�,�n..,a.,...,... � � -
benchmark :,._.,_. - J' _ _ -- SHW7 - -
��nno�na 1`
�Grade el�vations ar�ex(sttng. !f a ioamy cap
differenE tinal�rade�s destred iC shauld _,�___,_ 1al�ral
b�shown and descr'rbed here.)
botto�rack
$!`ade {at up�lope rcx k betl�
, $IiV�'�' (af upslope rUc k bed)
� ►� 1 � �;
_ -� ... ,
.. � � l I
1 r �
r
r � r
sewer pi�e
exitinghouse 5ept�c7�ttk 5eptit?�ank 4i��p��K�b�e) PumpFank
�Grade Grade G�ade ____,�r,r Grade
Pi� � inl�t in1eE iniet
`fank bottom ,� 7ank ba�tom � Ta�k battom
Percolation Test Data Sheel
L+c.#$10
Percota#ing tes#readings marle by_ Rusty C}Ison`s Perc. starting at 2:39 P.M. C?�7/a2t14
�_�cation� Lt�t 79.Blk 1
Hole�urnber:4
Date haie wa$prepared 7l01114
t�epth of hois bottom_12"`fnches.�iamefer of hole_6"_inches.
Soil dafa from#e�hvle:
�epth, inches BQiI texture
fl-6" Dark brown Iciaart�9�yr3/2
6"-12° Brown loam 1 tlyr4i4
�leihod of scr�tching side wa!!: Knife
Depih of grav�i in bot#om of hole 2 inches:
�ate ofi initiad wa#er filiirg 7J01�9�4 �fepth of initial water fiiling 12 ir�ches
abaue hole battam.
f�Aethod used to maintai��at leasi 12 inches of water depth in hole for a# leas#4 hours Automatic Siphen
Masumum�nrater depth rbove hole bottam d�,rinQ tests 6 inct;e<.
Time Tirne Depth Drop in H2(� �'erc Rate
::.�JZ 3:V7 6�s i_1 13.&
3:08 3-23 6" �.q i�_�
3:30 3:35 6" 1:'1 13.6
AVERAGE R�RC_ RATE 13.fi MPi
Percolation Test Data Sh�e�
Lic.#$1(l
Percolaiing,test readings ma�ie by; Rusiy Olsan's Perc, starting at 2.39 P.M. On 71p2/'i4
:.ocat�on. Lot 1 S, Blk 7
`-i�ie rtumber: 3
�ate hole was orepared 7l03?14
De�th of hole bottom��2"�fnches, Cliameter of hoie 8"_in�hes.
Soii daia from test ha1e:
aepth; inches Soi!texiure
�-�" Daric brown I�am 1 D�+r3l2
o'-�t2" Brown ioam 10yr4J4
Meihod of scratching side walt: Knif�
�epth of gravq3 in bottotn aF h�le 2 inchEs.
�ate of ini#ia!wate� fillin� 7:t}1/14 depth of initiat wa#er filting 12 i�ches
�nove hale boitom.
Method ussd it� maintain ai leas# 12 inches of waier aepth in hole for at least 4 hours Rutomatic Sip�►on
�axim�rm water deptta above fi�o1e t�ttam cl�ring tests 8 inches
Time Time , flepth Drop ir�HZO Perc R�te
�'S1 3_t)6 B�� 1.4 13.6
�'09 3:24 6" 1.'! ?3.6
�:29 u:3�t 6" 1:1 '13.6
A1/ERAGE PERC.RATE 13.6 MPt
' i
Percotation Test Qata Sheei
Lic.#81 C
F�r�olatin�telst readin�s made by: Rusty Olsan's Pera, starting at 2:39 P.M. �n 71U2114
Location: LOt 19. 81k 1
H�le numt�r:�2
Rate hole w�s preoared 7!01t14
�epth oi hois bottarn_1�"�inches, Diameter o1 hQle_6"_iriches.
Soii data frar�tesf hote:
Depfh, inches aoil texture
0-8" Darit bfawn loam�Oy�312
8"-12" Brown toam 10yr4t4
+illeihod of scra#ching side wall: Knife
Depth of gravel in boi#om of hole 2 it�ches:
t3afe of initial water fiifir.g 7/01114 depfh of itti#iat water filting 12 inc#�es
afl�ve h4ie bot[om.
Method usec} iQ maintain at teast 12 inchss of wrater depth in hole for at teast A hnurs Automatic 8ipnon
tUlaximum water depih�bove hole botiam during tests 6 inches
Time Time Uepth Drop in H2� perc Rate
2:50 3:05 6" 1.fl 15.Q
3:�0 3:25 G" 1.t} 15.G�
�:28 3:33 fi" 1_Ll 15.0
AVERAGE PEF2�.RATE 15.0 MPI
: "' , ' .
Per�o[�fiQn Test Data Sheet
Lic.#810
Percolatin�tes-t readin�s made by: Rusty�ison's Perc. starting at 2:39 P.M. On 7t0?_l1 d,
�.ocatiott: L�t 19. SIK i
Hole number�?
Date hole was p�p�red 7/4911� ,
Jepih of hoie pottom�i Z"_rrtches, Diamete�of hale_6"_ir�ches,
Soil�ata fram test hole:
�epth, inches Soil texture
iJ-8>, Daric brown loam 10yr312
8"-'12" Brawn loaen 90yr4i4
Method of scrafching si�e watl: Knife
De�tt�of c�tavei in boftorn oi ho{e 2 inches
�ate of initiai watee fiilir�g 7lt�1�1d depth af init�at water filling 12 inct3es
above hole bottorr.
Method used t� mai!ttai.a �t least 12 ir�ches ot water depth in hote for at least 4 h�vrs f�uiomatic Siphor�
��axir�um wa#er depth abfl�e hole bottam during tesEs 6 inches
Time Time Depil� rap in H2D Perc}�ate
2:�48 3:t]4 �" '[:3 11.5
3:?1 3.�6 6" t.2 12_5
3:r? 3:32 �" 12 12.�
AVERAGE PERC. RA'TE 123 l�14p{
-, � . .
Lflas of Soif Borinqs
License#810
�ocatian flr Project: L,�t �f 9. 8!k 1
Borings made by: Rus#y�Isan's Sait and Perc testing 6/7l2d14
Classification System� AASHO ; USOS�USi3SSCS � : Unif'�ed ,• Other
Auger used`check twoj: Hand,_X , or Power,_,,Flight, Bucket or Probe_X�
Bcxing Numb�r_f_Surface elevation_983.+� #�ottled S�ii af 9.8 fset
0„-S.,Dark brown loam t�yBI2 H20 present at_X_
6"-T2"Btown ioarrt 1Dyr4f4
12"-22"Browr�Ioam i0�r5�4
22"-28"Rusty brou+n lnatr►1Oyr5/4
Boring Alumber_2_Surface elevation_983.2 Moftled Soil at 1_2 fieet
0"-�"Dar�c br�wn loam 9 0yr3/2 H24 present at,_,_X�
8"-44"Brown loam 1�yr�4;3
14"-20" Rusty browr�laam 10yr414
Bacin�Numbsc_3 S�urfa�e elev�tion,_985.1 AAottled Sot1 at�1.3 feet
0"-8"Dark brawn Ioars� i�yr3/2 H20 preseni at!X_
8"-16°Srown bam 10yr4�4
16"-22" Rusty brown loam 1�3yr5/4
Borirrg Number_4_Surface elevaiion`98�.T ` Mc�##led Sc�il at 1_5 feet
�"-ifl"i?ark brown iQarr 1�yr3t2 H24 pres�n[at`X,�
10"-'t8"Brown loam it3}�r4d3
13"-26'"Rusiy brovsm la�m 10yr4/4
8o�ing Numi�er_5.Su�€ace etevation_984.8 Mtittied Soi1 ai 1.7 feet
0"-8"Daric bro�rvn ioam i0yr312 H20 pceser�t at_X_„_
8"-1a"Brown toam 10yr414
t�"-20� Rusty bro�srn ioam 1�1yr514
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�8"-2fi"R�sty brown toam 1 Dyr4i4
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installer Summary
22� gallon 5eptic tnnk(minimum) Tank optio�: nt�e
�u�n wrger canK w�tn mua�pie compi canus
13� gatlon Dox tank (minimum� at 25.49 gpi
36 GPM @ 19 ft. of head, Pump requi�ed
7.7 inch swing on Demand float afiich transtates to roughty 4.9 inct�es of float tether length
if tirr��stng is required--> 5.4 minutes QN time 8 �9 i�urs OFF time
20 inches ftom bottom of tank to"{wmp ON"float,or 12 inches to"timer ON"ftoat
23 inches from bottom nf tank to"Hi Level Atarm"or 33 inches to"Hi levet atarm"if time dosed
45 ft. of 2.0 inch suppty tin� with end feed ma�ifold connection
(Tip: "top feed"manifold to controt drainback)
2Q inch,or 1.7 ft. Sand Lift Mound
10.0 ft.v�r;de by 63.0 ft. tong Rock bed
3 taterats 2.00 inch di�meter 61 A ft. tong 3.0 ft. tateraf spacing
7/32 inch perfs 3.0 ft. perforation spacing
No Effluent filter 8 atarm
3 ctean out&vatve box assembties
20.0 ft.Total sand ASS�RPTION width (minimum)
0.0 ft. upslope and sidestope (sand beyond rockbed, minimum)
10.0 ft. Downstope (sand t�yc�ttd rockbed, �'ninimum)
Specific s�ope ratios ive BERM widths(topsaii beyond rockbedj of:
4:1 u{xtope ratio 12 ft. upstope bertn
3:1 sideslope 13 ft. sidesllope berms
4:1 downslope 21 ft.downslope berm
4"irtspection pipe
18"ca�on tap
Upslape berrn �2 DownSt berm zt
12"co�rt�on sides
�6'bamY caP Qt 6"tvguo�1}
1.7 Ctean sand lift
1.3 th cca lirnitir�g
timfE�r� Conti�t�o��' --�_____ �._,��.__
iOrt 1Mldth 20,0 —___.�_.- _....__.__ �__
Note:
Far 0 to 1%3topes, AL�sarp,thh+a►►i il7oxh is meastx+�d fr+am the B�+a+equatty in both dire�ctions.
For slopes>7A6, .�►ptian Wla7h is n�asured dowr�t�itl fram the upslope e�e of the B�d.
Rock Bed: � 21.Q yd3 or"1.4� 29 ton 6 inches under pipe
N�und Sand: , 200 yd3 or"1.4= 280 ton catculation based on 3:1 f#:1 slope trom Lop of rockbe�
Loamy Gap: � 74 Yd3 or"1.� 104 ton 6"deep
TopsoiL• ' 86 Yd3 a'"1.� 120 ton 6"deep