HomeMy WebLinkAbout2005-P09267 - new septic system w PERMIT
CIT`� OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P09267
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
10/19/2005
SITE ADDRESS: 175 Golden View Dr Unit#
Long Lake, MN 55356
P��- 33-118-23-43-0015
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se hc Permit Sub-type(s): New Septic System
Permit Type: P
D ETAI LS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 va�uation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Dasen Co. OWNER: Thomas&Lilie Fiepke
24245 Natohez 175 Golden View Dr
Lakeville,MN 55044 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERM[SSION 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.
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� APPLICANT PE EE SIGNATURG ISSUED BY SIGNAi URE
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� 1-File(�Signatures Required), 1-Applicant, l-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
CITY OF ORONO GENERAL RECEIPT ' ' �' �
r.o.�ox ss
CfiYST,qL BAY,MN 55323
• � TELEPHONE:473-7358 � 19_'j
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Received of $
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FOr `:
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Fund Object Program Div. Amount �. � � "��t �� ` t`-'
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By - . . ,.
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• /o_S_D,f--
CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLIC�TION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS � ��� �-�l"�� j��L-� ��� P��� ��
Occupancy Type: Residentiat_�� Commercial Other
r���
Permit Type: New or Replacement System $100.00 /��1
Repair Existing System $ 50.00
(Tanks or Drainfield)
�0.50 State su►�chai•ge added to above fees
* See fee schedule for non-residential permit fees
O�vnei's Name: ` ;-,�,s �} S i:��� i�aC�" Phone Number:
Nlailing Address:_�c /;-�;t t��4�' ;1':C�i 1�' City: Zi�:
Contrnctor's Name: % � �v Phone Numbet: � S z- y�/- Z%�''��
Mailing Address: �y 2 �{ S' ��� ��-z City: < s�f'e�// Zip: � )—c�'yy
*** DO NO'T l�IA� PAl'1�I�N'I'ZZ'I'i'gI T�-IIS AP��,I��TI01�1**`
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 be�in unless the permit card is on the job site.
2. Permits will be issued only to contractors holdinj a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desi�n. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet si�ned 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 covering.
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
durin� pressure distribution pipin� installation in the rock bed.
D. Final inspection to verif�� proper final cover depths and to verify that all pump stations
(wnere requiredj components are functional and compiy with codes.
5. Individual holding i�IPCA Installers License shall be present durin�all inspections. :�24-ho�aa•
notice is reguired for all inspections.
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.
2. I will be installing the following:
A. Tanks: t'li:�+Precast Concrete Other Manufacturer
Tank Capacities: 1) �o�-� jal. 2) s�.,;_:,,_; gal 3)��=;r� gal
B. Pump Station (if required)
Pump make& model (attach pump curve &
literature); system design requires gpm at feet of head.
Hi�h 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�'
Drop Boxes Sand bed dimensions �' x 10��'
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borro�ved 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,
ajrees to do all work in strict accordance with ordinances of the City and the re�ulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
Signature of Applicant Date:
NIPCA License No.
--------------------------------------------------------------------------------------------------------------------------
�
Staff Review: Approval Denial
� � �-' _ �-9
Reviewer: �,� ��,,C � �'�-''� Date: ��} - � �<<���
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Iteason for I)enial:
r��i�5'/'1��5 09: 3e 952G612166 DASEN CONTRACTING P�Gt P�
,
,
Contracting Company, Tnc.
DAT�: �18/05
CONTRACTOR: Vintage Builders
CUSTOMER: Fiephe Res.
PROP�RTY ADDRESS: 175 Golden�iew Dri�e, Orono
pESCRIPTION
Supply m�terials �nd �dd ,2Q' on to existing
Mound onsite septic system. $5,721 .00
Design Cost $650.00
Pnc�ng is based on existing mound system and �anks are
In Compiiance With Gity, County and State Code.
Materials supplied wifl consis� of washed sand, rock, pipe,
si(t cap and top soii for e�ctension of Mound Qnly.:
Unit ric_e�_and o tion
No Import or excess unless specified.
NO Winter conditions Included. '
No Tree Removal
NO Corrections Included. .
All Options and Unit prices are in
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Respect�ul(y Submitted �-C!_�7 /�
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. _ :. ,,:-, . _,�, .�. . _... r. a.. _ • : _ � ..
Dasen Contracting Co., Inc.
Gordan Larsen � . . :._.. .. �.�., ._. , ,,,. ,.=..,�� .� , .._ �,._, ., . :.,.
Offce 952-461�2100 ■ 24245 Natc: 56
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CITY�F ORONO
P.o. Box se GENERAL RECEIPT �L f� �
CRYST,qL BAY,MN 55323
TELEPHOj�IE:473-7358 �-/ (,� '�DO �
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Fund Object Program Div. Amount �� �7� ���,;- �l`� ��'�-� �
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� �7-P TEST/NG� INC• Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
� FAX (763) 497-5011
State License #394
����_.
C�\Z �`�� - SS/�
September 9, 2005
Vintage Builders
175 Golden View Dr.
Orono, Henn. Co., MN
A Compliance Inspection was completed for the existing mound system located on this
property. The mound is for a 3 bedroom home & two bedrooms are being added. Soil
borings #1 & 3 found mottled soil (redox features) at 16" in boring #3 at the north end &
18" at boring #1, the south end. With the bottom of the rock at elev. 101.2, .9' of sand
was found at the south end & 1.9' of sand was found at the north end of the mound.
With mottled soil at 18" at the south end of the mound, 1.5' of sand would be needed to
meet the required 3' separation from the bottom of the rock &the mottled soil. The
system is classified as non-compliant.
To bring the system into compliance the existing 10'x40' rock bed 8� a minimum of 6" of
sand wi�l need to be removed & the topsoil on the south end be removed to the clean
sand. Replace the sand & add to the south end as shown in the design.
The existing tanks are 3-1000 gallon tanks are acceptable to the City Inspector. The
tanks must be water tight.
The existing pump may be used if it meet the requirement for 20' of head pressure & 47
gal/min.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
���� . '
Steven B. Schirmers
1
� I .
2/25/02 � Water/Wastewater-ISTS4.31
Co.mpt�iance Inspection Form for Existing .
' � Individual Sewage Treatment Systems Minnesota Potlution
�. Controi Agency
Completlon of th/s form fulflll�fhe m/nlmal requirements of Mlnn. Siai:§ 11b.55(2D07)end Mfnnesofe R. ch. 7080(1999�. Please refer
to local ordtnances for other requtrements.or informatton.espectaliy for.complfance requirements for bedroom addittons.
G '� �
Date of Inspectlon: ~�� �- ��`� Reason for tnspectton: ._ � � � � `
ProperLy Owner(s) � - Telephone ( )
Person requestin �In"s ection '%t � �?'� ,''> `�', '__,'�- � • ' � Tele hone �, `y ' '�
9 P p �� ; )��
Site Address ; `� .� ' ,�;' -.�-:' ; ` ? �, �Clty ._����: � � ZIp Code
Fire No./ Parcel No. � � Co.unty 1-� '`�' ';`� 1 ''�. Township
Legal Descriptlon
Local Regulatory Authority :- �,���.�° ° �
Date system constructed %° - -' ' ' System in Shoreland Area: yes �no? System in Wellhead
Protection Area: yes;no' System serving a MpH licensed facility: yes ;no,`Local Permit# (if any)
Systems built prior.to APt�tl i, 1996 and not located in Systems located in Shoreland;or Wellhead Protection
Shoreland or Wellhead Protectfon�Area or Serving a�Food, Areas or SeNing.a Food,Beverage or Lodging
Beverage or Lodging Estab(ishment Establishment, or systems Butit after
March 31 1996
�,s the svstem an imminent threat to cubilc health or Is the svstem an tmrt�Inent threat to aublic health
safe (a yes answerls an IFPHSsysfem) � or safetwP (a yes answer/s an I7PHS.rystem)
-Dlscharge of sewage to the ground surface? YES NO -Discharge of sewage to the ground surface7 YES NO '
- Discharge of sewage to dralntfle or surtace waters? YES N0 -Discha�rge of sewage to dralnttle or surface waters?YES �NQ
-Sewage backup Into dwelltng? -YES NO -Sewage backup tnto clwelfing? YES NO
-Situatton wfth the potenttal fo immed(ately and -Situatton wIth the potentlal to immedfately and
adversely fmpact or threaten publlc health or adversely impact or threaten public health or
safety7 . YES NO safety? YES N0
Is the svstem failina? (a.,yes answerls a fa!/ingsystemJ �s the svstem'failina? (a yes answe�/s a fa//ing system)
-Less than'iW0 feet of ve(t(cal.separat(on betw�en� , -Less than�TFtREE feet of vecttca)separation between
system-bottom and sattarated soil ortiedrock? � Y�S dV0 system bottom arid saturated so11 or bedrock? �YES? NO
-A seepage pit,cesspool,drywell,or�leachfng pIt? YES �NO -A seepage pit,cesspool,dryweli, or leaching pit? ;' YES NO
Is the svstem non-comnllant? � � �s the svstem�non-comnliant?
- Is.the system regulated<under a monitoring plan or • -` Is the §ystem�regula#ed under a .monitoring pian or,
operating peRnit? (lf no,.go to page 2) YES NO � operating permit? (If no,go fo page 2) YES No '
If yes, . . - If yes,
- Has the required monitoring taken place? YES NO -Has the requlred monitoring taken place? � YES NO
(lf no, fhe system/s non-complying) (if no,the sysfem!s non=complying)
- Does.the monitorfng indfcate that the system meets � �-Does�th�e,monitoring indicate�that the system meets
perForman�ce expectations?; � � '�`YE5 .NO �� � �' , perfotmarlce e.xpectations? , . YES No
(lfno, thesysfem is non-compiying) � ' � � � (if no, ihe sysfem7s non-cvmplying)
,,.�, .
Page 1 of 2 �" wq-wwists4.31
��ropertv Owner(s) � Fire No./ Parcei No.
� �. �� i_.,�:��_ , ..� � �� .tti: ��. ) _�- ,
Svstem Comnonents (P/ease desa�be tfie sys�em mmponent�and attach slt�skef�h showfng system/ocatlon):
�}�`.. 1�`s�Y�'1 ' Gc91,t �::; 1 `.��6� �:)�;� '��—� !rJ'?; � :y��,l'i t�k��=�--r !��S 1.� �� �'��'}:_":
—� ' � .
� I'yl I��a���'�� � �t1 i�i�� �� /v���i�.� 1 r;�c_�- � ��`a::�.
What'methods w�re used to mak+e tlie determinatlons for the comuliance Insnectfon?(Note:No standa�prot�m/er/sts
The fo/%wing/Ist/s not exhau.sdv�,or/n sequenda/orde�norind/cates wh/ch cnmb/nadons�may nee�ssary tn make a determinatlon)
Watertight tank(s) Hydraulic Functtoning Verdcal Separatlon Distance
❑ Probed ta�k botbom. o Searched for surface outiet v • Conducted so(I borings
❑ Observed low 1lquidJevel v �Performed hydraullc test . Depth to Itmiting layer. �.-��`�'�r
❑ Examined const records I� Searched forseeping in yard 1�� Depth to s�rstem bottom �`���='1.��7 �
❑ Examined empty(pumped)tank o Chedced for badc up.in home o Dcamined records
��� ���7��
❑ Probed outside tank for"black soil" t� Excessive ponding tn soll system/D-tio es O CGU Llmiting Layer Verificatlon
o Pressure/vacuum chedc ❑ Homeowne�testimony , 'o Other
❑ Other o Examtned for surging in tank_. .
• p "Black so11",above soil system 1���)
o Other .
Status.of the svstem '
Based on the compltance criteria,the�system status is: (cheek one) t�failing (to protecG groundwater) ❑ an
imminent threat to pubiicheaith or safety(TTPHS),'� non-compliant�(monito�ing issue) � compliant�(none of the 3
previous condittons). Therefore,�thlsdocument is a: ❑•CertJflcate of Compliance ��Notice�of Noncompiiance
Is this system an�EPA Class V Injectlon.We117 ❑ yes O no .
Certification� � �� � � � �
I.hereby certiry�s a state of Mlnnesota Ilcensed Inspector and/or Destgner I or Qualifled Empioyee Inspector andJor Qualifled Employee
Designer I tfiat I conducCed an invest(gatlon that aaUrately determined the compllance status of this system and that my recorded
observatlons are accurate as of this datc� �dVo determtnation.of future hydraulic perfoRnance has been nor can be made due to
unknown conditlons durtng system construction,abuse of the system,inadequate malntenance,or future water usage.
Inspector's name(ptint) 5�'�Gt�� 1-J .. �U.�L"��vL�J'C�5 Phone 7(0:� �- �Q1 r1 — 3��v �o
L]cense and/or Registratlon Numbet 3�� Address °1�1 IL�"��1.'n 1..�. f..1.''�.
Employed by,5��''�'�1�'4�1� 1�G. ' Address � . �1. 1 L1.���.._ ,_� !7. S.S�3�L.
Signature `�'-'�-=.-._r,',�; �� ( ..._ , Date �l-`i� -(1 �;�
�„1,parade Reauirements (derh�+dfiamM/nnesntaSta[vl�s§115.55)
An ITPHS must be upg�ade+d,rep/ac�d,or/ts usr dLarondnued w/thln ten monb5s of r�relpt of d�Is notYc�or w/bh/n a shorte�.pe�lod if
requ/red by/oca/orrJlnan� Ifd�e system faI/s In prov/de.sul.9`Iclentgroundwaterprot�cb'on,Ghen the sys�m m'ust Ge upyrade+d,
r�p/ace�d, or/�r use dl�ndnu�d w/rih/n the tYm�r�u/red by rule or the local oirl/nance. If an exlsdng system/s not fa!//ng as detTned In
/aw,.and has at/eas!`�+ro feetofdeslgn so!/sep�arot/on,tfien dre sysi�m need notb�e upgraded,re,aa/r�rep/ac�d, or/Ls use
dlscondnue+d,notw/d�sland/ng any/o�cb/orr�Inanc�Ghat/s more s0�lcG Th/s does not app/y tv syst�ms/n shore/and ar�as, we//head
prc�l�ct/on areas, o�Lhose use+d/m m�necb'on wJtfi f�4�d,b�ev�rage,and/odg/ng establ/shmenls as def/ned/n/aw. .
Sucrgested Attachments . � .� �
1) `Site sKebch coul�also indude:weli,well setback to�ystem,,dweliing or oth.er buildings,.tank(s},reserved soii treatment area,
s�ifiace w�ter and�sotl'bo�rlrig locatlons. Inciude as-butit drawtng if availa6le. '
2) Soil boring logs,`sfiowing each�hor(zon.��Irtidl'cabe tfie texture,color,redoximorptiic features depth�to bedrock,standing water and
whether the mater(al is ftll: .
3) A I(st of any.and all requlrements of tfie.locai ordinance that.are diffecent fr.om the state requiremerits referred to on this form.
4) A homeowner survey of system performance,signed by the homeowner as being factual.
5) Monitortng data as approprtate.
� • Page 2 of 2 �
, i
' s—P TESTl��7� ���. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
� FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
Vintage Buitders
175 Golden View Dr.
Orono, Henn. Co., MN
Borings completed on 8-25-05, with a hand bucket auger.
BORING NUMBER 3- EIev.100.0 - MOTTLED SOIL AT 16" - no standing water present
in boring.
Q - 10" Topsoil dark brown loam 2.5YR 3/2
10" - 16" Gray brown loam 2.5YR4/2
16" - 20" Rusty gray brown loam 2.5YR 5/2 mottles 10YR 6/8
20" - 24" Rusty gray brown clay loam 2.5YR 5/2 - mottles 10YR 7/1,6/8
BORING NUMBER 4- EIev.102.8 - through the mound.
0 - 18" Fill soil sandy loam
18" - 30" Fill soil medium sand
30" - 36 Original soil dark brown loam
BORING NUMBER 5- EIev.102.7 - through the mound.
0 - 8" Fill soil sandy loam
8" - 41" Fill soil medium sand
41" - 45" Original soil dark brown loam
� M��[JND DESIGN WORK SHEET(For Flows u to 1200 d)
A.. Average Design FLOW' ,A-1: f:timated Sewope Fl4Ws in Gcllons,per Day
nu er o
"� Estimated '�S� gpd (see fcgure A-1) bedrooms Clau 1 Class II Clau III Class IV
2 300 225 180 6096
or measured --� x 1:5 (safety factor) = -- gpd 3 �p 300 2t 8 of tne
_ q b00 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 in the
6 qp0 b25 332 Class I,
7 �p5p 600 370 II,or lll
� - 14a�� �^�f gallons (see fi,gure C-1) g : 12pp. 675 408 columns.
�x�s�'���., �A�� !� � �-�� t��o��.�(. .
C. SOILS (refer to site evaluation) � ci: Se tic7�nkCa acides allons
. ; Liquid capacity
' Tlqmber o( Minimum liqu.id liquid capaciry wich. .with disposal&
1. Depth to restricting layer= �/•� 1.S feet B�°°'°s c�'ry B�flg��P� lift inside
2. Depth of percolation tests = /• � feet za� �s� l�u lsoo
3«a i000 �soo a000
3. Texture ��-+��! �--v,r�v��l s«6 �soo � 2�so 3000
Percolation rate 3Q.�� mpi �
7,8 a 9 7A(10 3000
4. Soil loading rate .'�S gpd/sqft(see figure D-33)
5. Percent land slope y_%
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
o gpd x 0.83 sqft/gpd = �?�. sqft
. 2. Determine rock layer width= 0.83 sqft/gpd x linear Loading Rate(LLR
0.83 sqft/gpd x � a, gvd/sqft- 1p � ft Mound LLR
3. Length of rock layer= area+.width=
�_Sqft c��� -� �.ft �Dz> _�ft� � 120 M P I <1.2
E. Rocx voLu� �. -> 120 M�PI < b
,_ - —
1. Multiply rock area (D1)by rock depth of 1 ft to get cubic feet of rock .
�.� sqft x 1 ft= ���� cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
���? �. cuft +27 cuyd/cuft.- �?� cuyd _
3. Multiply cubic yards by 1.4 to get weight of rock in tons
�.`� cuyd x�1.4 ton/cuyd = ��1, tons .
�I?�33:.Absprptlon Wldth SWng Ta61e
. . pkrcol�Uon Rale Lwdina Rue'
F. SEWAGE ABSORPI'ION tiVIDTH inMinuwper ShcTextuce c.,,� Absoiption
�h per day per Ratio
� uare(oo
' Fuwthan5 CwneS�nd 1.20` 1.00
Medium Sand. ,
LwmY Su�d,
AbsorpHon width equals absorption ratio (See Figure D-33)
z
times rock layer width (D2) ' ' ' ,�o. +� � �4
/ ' 46 to 60 S�ndy C1ay 0.45 2.67 .:.
�,, �v�1 )C /� �= e�,�v. f t Silt Qry Lwm
61 l0 120 5 Iind Q y 0.1A 5.00
,. � � . . � . . .. ... . , . . ower -
. � . . . . •Syn�mdulV+dfm�Awdl�rmpAea6�rorperfomrnca � . ..
Landslope > 1% slope
� G. :'�IOUND SLOPE WIDTH &LENGTH ' '
� . (landslope greater than 1%) ���r
1. Downslope absorption width= absorption width (F) �,,rt�f`�$�4k�bA '� `��, �'����t� 6•Topwll
minus rock layer width (D2) _ ,_ ;��,���cF �,N,�G�.�s.���e r �rF;.k��r,�,a. __ : -.
,,.a..,, c,�� k>, i?'�',.�ti�.�r�':n.;.
�� .�7 ft- 1 o ft= �ft P.r.do�h
� AeNrkting L�yw .
�� • `
� - Uplop� 1h(Gld) Rock W14th(DI) �O"^�.��WN(C71)
h 2. Calculate mound size ��
� UPSLOPE
�
;� a. Depth of clean sand fill at upslope edge of „�Wa,�•�«,
� rock layer = 3 ft minus the distance to restricting layer (C1) �1�.!
a� f -�ft .
3 ft- . �� t- �' . D-34: SLOPE MULTIPLIER TABLE
?; b. Mound height at the upslope edge of rock
la er = denth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE
Y r in X multlplicPenr tlw rious mul alo,pe ntioc uiouc
;� at upslope edge plus depth of rock layer(1 ft) _,�
�� plus depth of cover (1 ft) :� +:� :� e: �:� e: :i 4: • 6:1 �:�
�� � 0 3.0 4.0 S.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
,�.� ft + lft+ lft = �.•.a ft
c. Upslope berm multiplier based on land slope ' �.91 3.85 4.76 s.� esa �.+� 3.09 �.�� s.� 6.se �ss
�,l �j (see figure D-34) � za� 3ao �ss ssb 6.14 6.90 ai9 �.ss s.s6 e.az e.ia
3 2.75 �357 �.35 5.08 5.79 6.45 3.30 C 4.54.� 5.88 7.32 B.B6
d. Upslope width = berm multiplier (G2c) times 4 z.� 3.,s �.,, a.e� s..� 6.0� �.a� a.�e 6.25 7.89 9.�z
upslope mound height (G2b): 5 z.bl 3,� �.o0 4.� s.i9 s.ri 3.53 5.00 6.67 as� io.��
'7 �'-� )( ,�,.� ft =.1:�_ft 6 yu 3.23 3.85 4A1 4.93 5.61 3.66 5.26 7.1� 9.38 1Z07
DOWNSLOPE � 248 3.12 3.70 �.73 4•70 5.13 3.80 556 7.69 30.34 13.73
e. Drop in elevation = rock layer width (D2) times e �.a� s.o3 s.s� •.os �.�9 ..ee 3.95 s.ae e.� ��.s. �s.9�
percent landslope (C5) '{' 10� 9 236 294 3.45 3.90 f.30 4.65 4.11 6.Z5 9.09 13.04 18.92
��-� ft X �%' %T 1�� _ �f�> � ' 10 2.31 286 3.33 3.75 4.12 f.�4 �.29 ' 6.67 ]0.00 15.00 2333
f. Downslope mound height= depth of clean 11 �e z.�8 3.73 3.61 3.95 4.Z6 4.48 7.14 1111 ]7.65 30.43
sand for slope difference (G2e) at downslope u �1 z.�o 3.�z 3.49 a.eo ..oe �.69 �.e9 12.50 21.43 a3.�s
rock edge plus the mound height at the
upslo e edge of rock layer (G2b)
3�� ft+ � "? ft= 'z;,� ft K t.���'.-`�.,�
g. Downslope berm multiplier based on percent land slop
y���} (see figure D-34) ��, �
h. Downslope width = downslope multiplier � � � �.�� Ups�o�W,dwc�,a> �2r
(G2g) times downslope mound height(G2� �zl . .�Lc2� ��
Rock Bed ) U alo e Width(G2d)�
I� ,�_X 3�� ft= 17 ft v:,'� ���7 � � uP.io�w�ae,ccsa) i�g��)�t��� P P f� `-12
i. Select the greater of G1 and G2h as the �
downslope width: ��=� ft � , Downslope Width(G2q �« ft
�`� Abwrption Wldth(F) ��
j. Total mound width is the sum of upslope �� .
width (G2d) width plus rock layer width .,. .. _ �.,�� - t-=- � ` -
(D2)plus downslope width (G2i) To�,�,gw c��>Ls2�f�
1 'L ft+ �� ft+ G���� ft= �}'� �t
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D�)p�_l���s upslope width (G2d)
',�_ft + t�2. ft+ aca ft= �`���feet
��, �_ �;� � !- �z,�.' ��7 Final Dimensions:
„ X _ .
, j z.:. ,:,, .
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
(signature) � ' ' (license#) (date)
i � �
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
V'G:u:'�::'x.5'=o'G'n..sl�"¢;{:+J'A.:1'. �fl�'L:oO.nDi.�;�l�n.�y.�M'vd'9!'�.;.�:.y:�r.,;r��.
�C��C' J�.7��.y�.,an.;AU;l�'UC!`.ci.�l.4�.r;r;)�ct..o.al.4��:1'rY�:��'.'��;:�rl8int.
. �7;. .h L�o. �
1. Select number of perforated laterals ''�� ' '�.;�
arter inch erforarions s aced�3 �w +. �
- � � , � c°ni� t t' -0rti;
�� ����.z������r,��.a� 4 G� ut r�0� .4 yn {oc� q�.
��il'7UR���c�y 7�,x1�1j�l� �-JQL x�}'vb.�����U til}J l.G -�Cn
2. Select perforation spacing = � feet. �,«�,�,�` ,� � ,r ob�� u,, re,i „�� ,> �< < ��
.aaacu.:nti.I.17(}.1(�T 7:a,q: J32�� .7 Gr�a�,�
Perf Sizing 7/32"-1/4"
3. Since perforations should not be placed closer than 1 ft. to Perf Spacing 1.5�-s�
the edge of the rock layer (see diagram),subtract 2 ft. from
the rock layer length. Perforatlon Dlscharges in gpm
, t perforatibn dlameter
o� ayer eng ��lt. = feet. head inches
� (feet) 1/8" 3/16 7/32 1/4
4. Determine the number of spaces between perforations. t.o� 0.18 0.42 0.56 �0.74,
Divide the length above by perforation spacing and round b
down to nearest whole number. 2•0 0.26 0.59 0.s0 1.04
5.0 0.41 0.94 1.26 1.65
Length perf. spacing = ft. 1- ft. = Sp 1CeS a use�.o foot tor s�n9�e-tomuy nomes.
�3� �2� b Use 2.0 feet for anything else.
• Potentlal for plugging
5. Number of perforations is equal to one plus.the number of
perforation spaces . _ �
, , Maximum number of quarter inch perforarions pe
spaces + 1 = � perforations/lateral lateral to guarnantee<10%discharge variation
Perforation
6. Multiply perforations per lateral by number of laterals to � S�fe�g l� 1� 2
get total number of perforations. , 2,.5 14 18 28
� ' perforations. 3.0 13 17 26
atera X per s ater 3.3 12 16 ��
Calculate the square footage per perforation (6-10 sqft/per� 4.0 11 1J� 23
System area: ' x = � 5.� 1� 14 22
area er ora o
- sqfdperf
M4NIfpLD IOCATED AT END Of PRESSURE O�STRIBUTION SYSTEM
7. Determine required flow rate by multiplying,
number of perforations by flow per perforation ���°
.. nn reow
T�pi"
., '.. . i ,. . .�
� �� _ ,� � �,�,.
�.
'�� X SPm Per - � gp . �,�"'` i�",,�P�.�
8. If laterals are connected to header pipe as shown on upper ��``�TM d
example, to select minimum required lateral diameter; enter
table with perforation spacing and number of perforations VVpUT OF/ERfOMiEO►IK LATEN�LS roA
MESSURE D1lTPIBUTId1 W MOUNO
per lateral. Select minimum diameter for ,�„�,,,�,,,,,,K,,,�
perforated lateral= � inches. ' ��"°
[uo n��T��s.aj� ^�ppra+
v�tw '"' r
�r e
9. If perforated lateral system is attached to manifold pipe near .��;�-��p•�«
the center, lower diagram,perforated lateral length and '° � - •-�;�•���,s���;.�„
number of perforations per lateral will be approxirriately one �,��, �. ��,�
half of that in step 8. Using these va�ues,select minimum �,,.���"'"°`� �"'���"�
diameter for perforated lateral= :''' � inches. �
+ � PUMP SELECTION PROC�DURE `
1. Determine pump capacity:
,,,�A. Gravity distribution
1, Minimum required discharge is 10 gpm .
2. Maximum suggested'dischazge is 45 gpm. For other
establishments at.least 10%greatei than the water supply rate,
but no faster than the rate at wluch effluent will flow out of the
distribution device. - -
B. Pressure distribution
See pressure distribution work sheet
From A or B:Selected pump capacity: '-i �7 gpm
2. Determine pump head requirements:
A. Elevation difference between pump and point of discharge? soil treatment system
&polnt of discharge
�paba'c i;
; feet a< b e�.e ;?:_
B. Special head requirement?(See Figure at right-Special Head Requirements) leng pipe
�� feet 2A.elevation
inlet �'" difference
,
C. Calculate FricHon loss plpe ,
-
L Select pipe diameter :�.�� in ""'���"""'�"'"���� �"
-------------------------- ------���'�
2. Enter Figure E-9 with gpm (1A or B) and pipe diameter (C1).
� Read friction loss in feetper 100 feet from Figure E-9 Special Head Requirements
Friction'Loss = � , �=^ ft/100ft of pipe , Gravity Distribution 0 ft
3. Determule total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25 =equivalent pipe length E-9: Eriction loss in.Plastic Pipe
!"����` feet x 1.25 = /i.�< feet Per 100 feet
4. Calculate total friction loss by multiplying friction loss (C2) nominal
in ft/100 ft,by..the equivalent pipe length (C3) and divide by 100. pipe.diameter
flow rate 1.5" 2" 3"
- ft/100ft x +100= `�;_- ft pm
D. Total head required is the sum of elevation difference (A),special 20 2:47 0.73 0.11
head requirements.(B), and total friction loss (C4) 25 3.73 1.11 0.16
ft+ 'ft+ ft= . 30 5.23 1.55 0.23
35 6.96 2.06 0.30
Total head: �,' ��� feet �- � ao s.9� 2.ba 0.39
45 11.07 3.28 0.48
3. Purnp selection 50 �s,46 �3.99 0,58
55 4J6 OJO
A pump must be selected to deliver at ieast ��7 �pm 60 b.60 0,82
(lA or B) with at least =' �:' feet of total head (2D) 65 6.48 0.95
70 ' 7.44 1.09
I hereby certify that I have completed.this work in accordance with applicable ordinances, :rules and laws.
. ,
�''�:_�, _ � i , , : -------'_-__ _-(signature) �� i �_i (license#) ��_ `;:; . ,. (date)
. ,
� `7�� / E��I/Y V� Isd C. Steven B. Schirmers • MPCA Cert.No. 627
, 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS O� SOIL �ORINGS
Vintage Builders
175 Goldenview Dr.
Orono, Her�n. Co., MN
Borings completed on 1-12-04, with a hand bucket auger.
BORING NUIIflBER 1- - MOTTLED SOIL AT 18" - no standing water present in boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 18" Yellowish brown clay loam 10YR 5/4
18" - 26" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8
26" - 38" Rusty pale brown clay loam 10YR 6/3 -mottles 10YR 7/1,6/8
38" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
BORING NUMBER 2- MOTTLED SOIL AT 18" - no standing water present in the
boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 4/3
18" - 26" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
26" - 32" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
32" - 36" Rusty gray clay loam 10YR 6/2 - mottles 10YR 7/1,6/8
_ ►
CERTIFICATION N0.627
STATE T ICENSE N0.394
PERCOLATTON TEST DATA SHEET
Percolation test readings made by S-P Testin�, Inc• on -1 13-OS starting at 10:10am.
Test hole location Vintage Builders, 175 Goldenview Dr, Orono
Test hole number�. Date test hole was prepared -1 12_05•
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM T�ST HOLE
DEPTH,INCHES SOIL TEXTURE
____ 0 - 8" Topsoil dark brown loam
___ 8" - 12" Yellowish brown clay loam _ _
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 1-12-05 12:30pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is(inches.
- ---- __ _— -- — - ------- — -- ----
Measurement, � Drop in water level, Percolation rate,
Time Time intenral,min inches inches minutes er inch Remarks
_ 10:00 _ �refill _ _ 6
10:10 _ 10:40 6 1-3/4 17.1 30 m i n
__ 10:43_ _ _ _ 11:13 � 6 1-3/4 17.1 30 min
11:14 11:44 6 1-3/4 17.1 30 min
Percolation rate = 17.1 minutes per inch.
� .
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on�.1�Q�starting at l0:llam.
Test hole location Vintage Builders, 175 Goldenview Dr, Orono
Test hole number�. Date test hole was prepared -1 12_OS•
Depth of hole bottom�2 inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOI,E
DEPTH,INCHES S�IL TEXTURE
0 - 10" _ Topsoil dark brown loam
___ 10" - 12" Brown cl� loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is '2 inches. Date and hour of initial
water filling 1-12-05, 12:30�ffi. Depth of initial water filling is 2 inch above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maa�imum water depth above hole bottom during test is 6 inches.
� Measurement, Drop in water level, � Percolation rate, �
Time Time interval,min inches inches minutes per inch Remarks
Water remainin�c in test hole
10:11 10:41 6 1 30 30 min
-- — -- ___—_ --- — --- - — - ---
I
10:42 11:12 6 1 30 30 min
11:15 11:45 6 1 30 30 min
Percolation rate =30•0 minutes per inch.
�
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100., � �
�_, -1 - _ _ _'`� � thc t�Lc�tsda Po�[v'ac� Cocti'roI A„'Yr�c7
<� - _ � �- _ `e �� Chapter 7080 & I�ocal Ordinance
,a��� �. +
'�0.9 � .
-r Check� all underground qtilities
to-z.�. i o,.9
�
1:
- � ;.._ �,;
- F'ftCf'ERTY OF:V! F�-1-��-12��:::- �r����'�
>
- ' S-P TEST/NG�IVC_
- . Oevgned Br= .
. Dc�'c--//_ PH 763-497-3566
.: � - -- i�' y'.1ss �1�� -
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� PLAU V�'��.�t '�°1�}.�1�0�';5,sr.
� � . � ' 2,+. I O` ' �f
SET-BACKS � .
HOUSE � System must be=. . . . . , .
. � ?onk�� frort property G�es . � X - ��t��n�.1 �c��5.� . w�b-�-�
. . �frprn wglls , . . - . .
� '�o {rprn.bsdqs, �
. . � � 'ke�tciient orea ��frorn bkes,�stret�ms
. . .. 'Treatrnent o�ea ��from proQertY 6nes � � NOTE�Pw�er wppEy ond swdct�es must be bcoled 'n a
nent �,���k
� � • te�►�?�•�"'�' - �t^'from we��`�"" wectti� pcoof end�xe outside ihe puri�pin9
. � B�arxF,�e..�>•+� a�.�'from bldgs. � �
. . � � . S � � � .li'from trees � �c_ t�� . SOIL 80�tq�'C� :EI.E�JAl101VS
. � • i � � . � —� � .
miR THxI EL.- �',�' ;� .
' ' ' __�� e�o-�}��2�„-�s,
� • Tan`�k � � Tonk . ti „ � . , . 9�— T}i:'3E1.- �c^�C
~ p� NIOl�1D SY�TEM
oroa to Tonk_ . . . . � TH"4 El.: � .�:
1�'uR�io 8� '�-purr,p�ng TH:'S El.-�%
� Mex.t"to4� � ��4 -Tt���-S � �N�A�iocil • �ef EL.EVA710N ot PROPOS�D FLRdPVJf
CW�MBER-
.�4"l0 6"d�a.ppe � ' . - . �
SY�TEM DES�GN -MOl1ND . � � . ' �
TYPE-�;�BEDf�00M, Averoge:perwbolli�on rate �a.;-' rrmr►l�(design.83sq.fl treotrne�t oreo pergol,of daly sewoge.�v�r) �,w��i�s,
n ,
�'��� 9��Y x-83sqR� � ��' sq.R of treotrr►ent oreo +l(�f�� sq.fl. (»IORv�=.lr�fl.lenqth of bed aeo�side sbpe run.`.�b 1 x�he�¢t=.�:�_fkx'�.ftlovrn�a�ea needed)Ac�ie,
qeon rodc needed-- �'�� sq.f��reeotrnent aee x ��� � de�af rodc=��w.ft=27=�� a�yd�(3/��io 211�do..,indudes 2��of rodc abo�ve p'�pe) t��� ss��a�o ��c4� -- - .
��'� C�a►s�id fdl bekri+ rocic needed `%'� cuyds. oPProx- , sandY b�n boCSc� �'�` cv,Yds.aPProoc.�• tcpsod 6p .W.Yd�-�,o�.nt��cs..-��..9�:.�4:�0 {�.-fo�1L- � � .r� G�.�{v s
w�►stt�o lot��°� �� ��.•, , '�: �� • . � _ � » �.f�u:��.�'1f.�N.i�t-)
' Nu�nber of tonks rec�ared �� , Ist tonk "��,., gol.;2nd ia}ic g�.m� Ris`s 4�-1tr�e�}a i.; `H�Am$��g-- �
Purnp'rig chanber cnpocity- 25%�of dody se�n+o9e fbw of. �'-�go1,= 4`'`�` gal+reserve siaa�e of �15 OyA�/BI�'��_gd.+p'�pe bodc�anoge—
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of• ' ' gat./100Gn:fkof � rda.supply pipe, fin.ftneeded , , . gd.�marido!d � gdJ100Gnftof=rd�o.pipe,�ftneeded--,-a---9°� .
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: total C�aCitY�e� ` 90l�P�orea for pumP)t.►s�-rn��n. ��.�''' ga,t.cap, " . . ' �' -
Distn�bution ppe'''."; �da., Grtft, � "` �da perforofians - -"apart
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Purnp s¢e hP- (P�P�� �PoGh► � got.4 cydes/day) �c1sEo �.�; � t-���o �E�s r�s��dp��' ;�> �.�+1� M�n. . $-P. TEST/NG /NC.
�- • , _ Nole� tiVt�en consfrvcling bed � , this oreo shoutl be shoped Note= Distonce trom 1reo� oreo b ne+gttiboring wetts— , pesigned 9Y ^ ,
` � to dnrerf rvn-ott trom enteruig� trealment orea. - . Oote�.��=' �= � �- 612=497-3566
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` ;D TE . TIME �
CITY OF ORONO CALLED IN �' ��
INSPECTION NOTIC/�E / --� scHE�u�E� ,���^�,� " � �
PERMIT NO. �D'7a[p�/ COMPLETED
ADDRESS ; ,�,� : �-�
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 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 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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GW ��`V.VORK SATISFACTORY:PROCEED Ci PROJECT COMPLETE
� ❑CORRECT WORK&PROCEED `= ISSUE CERTIFICATE OF OCCUPANCY
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O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �; PHOTOTAKEN
INSPECTOR WILL RETURN
�i CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail forthe next inspection 24 hours in advance. �952� Z49-46��
OwnerlContractor on site:
, ,_
Inspector. _ ,
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