HomeMy WebLinkAbout2007-P11467 - new septic system PERMIT
C�ITY OF ORONO
�. 2750 Kelley Parkway- PO Box 66 Permit Number: p11467
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
9/19/2007
SITE ADDRESS: 580 North Arm Dr Unit#
Mound,MN 55364
PID: 06-117-23-42-0005
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se hc Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
Existing Tanks Need To Be Verified Before Pumping �y }2(�
FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Marty Excavating OWNER: Bryce&Paula Johnson
7185 Route 2 Lake Road 580 North Ann Dr
Mayer, MN 55360 Mound MN 55364
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.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies: l-File(Signacures Required), 1-Applicant, ]-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
�
CTTY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Boa 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS � �D �/o���, �y.yyl ��-
Occupancy Type: Residential �C Commercial Other
Permit Type: New or Replacement System $100.00 lvO-�
Repair Eaisting System $ 50.00
(Tanks or Drainfield)
�p� . ��
$0.50 State surcharge added to above fees �B �
* See fee schedule for non-residential permit fees
Owner's Name: �G-yCe e�- ��c.�l� cJo�t.r5aw Phone Number:Q'S� — �?�--��� 7
MailingAddress: S8� Nv�-T7� s��.n, D�- City:iJ•couh.� Zip: SS' 36 'f
Contractor's Name:� q�.7'y EX �cvcT�'.�-� Phone Number: qS:2� GS�-�S%8
Mailing Address: 7l�.S� 0��1`2 G.4 k� �2oa� City:�Yt.�z�-e� Zip: S-S.36m
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION***
GENERAL 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(MPCA) Septic System Insta.11ers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump sta.tions
, (where required) components are functinnal and comply with codes.
5. Individual holding MPCAInstallers License shall be present during a11 inspections. A 24-hour
notice is required 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: �_Precast Concrete Other Manufacturer P�e Cas�`
,���g Tank Capacities: 1)/oov gal. 2) gal 3) gal
���j S
� P r `G k� t B. Pump Station(if required) //
NQ Q� t �1QC Pump make&model �o���s !� (attach pump curve&
�Q � � literature); system design requires�_gpm at � g feet of head.
n� M�i�� � High water alarm make&model /� L-v . Outside
� � '( electrical work to be completed by x installer k electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
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 insta.11ation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all sta.tements made on this application are complete,true and correct.
SignatureofApplica�lE/�a�/wi^-� '�' Date: �^ � � " � 7
MPCA License No. �l� g .
------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval Denial
Reviewer: Date• �� �9 '� /
Reason for Denial:
. •
. � ,,;�� � �y� �
5"�� /V. %rrr� ,(�,� .
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e�auaoc�, �ta���t�t
���������► a Praperty Ciener Ef►e
� Caamty zoaM�o!'fke
❑ f�staller lald[opy
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�� �ilf �/�1!' ,��'rit�'!'t'
f�//�rron�i I�1Il�55.�8l-11'O�
95Z-44Z-93Z3 - Phon�
�5z-442-3�3z - Fax
C1RONp�ppy MINNESOTA POLLUTtC1N CUNTROLAGENCY
INDIViUiIAL SEWAGE TREATMIENT SYSTEMS
LICENSE Ni?. 1 B8-WACHN(�LZ INC.
WAYNE�BE'f�Y ltYACHHpL2,DESIrNFR II
No. 07-9Q3
PERCOLATION TESTING,
SOiL �t�RiNGS, 8
31TE EVALU�TION
DAPE: September F, 2007
CLIENT: Br�rce & Paula Johnson
580 North �rm Drive
Mound MN 55364
952-472-5117 �RONp�QPY
SITE LOCATION: Parcel ID No. Ofi-117-23-42-0445
V�toria Estates— �ot oas— Bl�ck 001
Hennepin Gounty, Orono Municipali�
Mound, h9innesot�
3 Bedroam — Moun�l Design
CITY'UF DRONQ
�EPTIC PEW�t T LAN YI
tNSPECTOR
ORONO COPY pAT �.�'ERII�IIT NO.���
APPROVED A�SG'B;y1'ITED
APPROVBD W(TH CURRECTiOhI�Ag pp��,p
1�10T APPR�VE0.CDRRECT�t R�SiJBA4lT
7'Me+�e ownauMt p�e for your informatinq, A!�woMc����
b tWt a►mpJi�ace witA�1!sppticabk septk and zonin�{cwk,
�9���s hicludinQ item:nat epecltic�Hy notod Gt iMi��r�,
�8�?ip�l�1.Al�i IIQT t1N�T8 AT ALL TIibES
i. '� ZEO T Z�bZS6 ��!I Z�OHH�ki�l Wd8t �� L�OZ Cl i �aS
PRELIMINARY EVALUATION CHECKL/ST
Date: Q9/06/07 Client: Bryce & Paule Js�hnsQn
Directions to Lot: Co Rd 19 North of Navarr�to North Arm Drive
SyBtem: New Rool�coment Type of Estab�ishmant: s�gre F�rrNry�esiaence
House S icetlons& Fbw Determination:
To�l square foota�ge of hause:
No. of Bedrooms Tv�1 F/ow Ch�
2 300 N�. of water using devices: Norme!
3 450
4 800 Type of Dwelling; Tvoe I
5 75Q
� 90Q Ido. of Bedmoms: T�
7 1050
8 1200 Estimated Flow: �Q�D
Type 1 Home = more than 8��q.ftlbedroorn
or more than two water using devices,
Description of well: South of Qarage
Easements:
Referenoe: United Statea Depatbn�t of Agricutture
L�al Couniy Soil Survey, Minnesota
Soil Conse+vation Service
Soil Assoaation: Leat�Kilkenny Comlp/ox Assoclatlon:
Rolling, deep, moderately�ine►-te�ctured to moderabely fine textured soils
in the uplands.
Soil Symbois on General Solt Map of Area:
L37B Angus loarn, moralnic, 2 - 59�o slopes,eroded
Design Plan:
Sep#ic site loca�on on summit south of exiating horne. �
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MOUND DESIGN WORK3H�ET
(For Fl�ra up ta 1200 CiPDy
A.FLQW 3 Bedroom COUNTY: Hennopin Page 1
EsNmated Gallona Per Day. 4S0 �nuaa�.�+aae F►aws�as�ar�s p.rdw i�
or measured X 1.b= gpd No•of �yps Type Trv6
Bedrooms I II IV
B. SEPTIC TANK UQUID VOWIIIE� 2 30o z25 eo�.or
yafbtla (plw quma tsnk) 200� 8 46o s00 the
' nobs: includ�+209b for Cerver Caunty Code 4 toa �-rs vawes in
3 75G 450 Typo 1,It
C. 80tLS(refer to site evaluatlon) a soo � coiumna
� Depth to restrictir�g Isyer 27 inchea S�plk T�nk Cap�dtl�s ��n�,wwns�
Z D@Ptlt 4f p4rCAladOrl t95tS �Z i�CheB Number MMimum With With
3 Texture LAStt7 0� �uid aor�e 2ax
PeroolaUon Rate rnpi B�ooms uro�osai �4dd.r
4 Lasid SloDs 4 °ib 2 ar�ss r50 112b 15q0
3 a 4 �oo0 1500 �0�0
5 or 8 1�00 2260 27Qa
D. R4CK LAYER DIMEN810N$
1 NWMi �I flow rete b 0.83 ta obtain required xsa cf rock layor:A x 0.83= �;
„ ,
4�0 9pd X o,sa sq.ttr�pd= 374 sq ft
2 Selec:t width of rock layer'�rnax 10'tt c12o rn�m.x e'>■ 10 ftr�t Width: 1 Q
3 Len tl�of rodc la�er=aroa/width�
�76 sq�re foet divided by g�a • ° .
14 teet= 38 �eet
�
E.ROGK VOLUME �sngtt�: 3B
t Multi I rock arsa rock depth to get cubic teet of rock:
S76 _� square feet x 1 faot= S78 cublc feat
2 Divfde cub�feet by 27 cubic feet/c�ic yard#o ge�t cubic yards:
375.8 � cubic fe�1�7= 14 a�bic yards
3 Multi �I cubic ards b 1.4 bv get weight of rock in tons:
� 14 cu yd x�.4 tonlcu yd= 19 tons.
F.AB84RPTION VYIDTH vmdlh sh� Tabl•
1 Perr.datbn rate In too 12 inehes of sail in Peroo�suon Raee sou Gallon�p�r �uotAbso►a�a+
Q R1p't in NNnulea Per Ts�duro d�r p�r width to�iodc
$OII TsXhlrE Inth equare foot La W;dth
r-� Lp8fT1 � Faster than 0.1 Co�xse 9and 1.20 1.00
0.1 tc 5 9o11d 1.Z0 1.OD
2 Selec.t allowable sai loadin r�te from tabie 0.1 ta 6 �9ne Sema a,eo 2.00
e
Q.�Q gPd/R� 3 to 1b $andy Loam 8,75 1.32
10 to 3D Lorm 0.80 2.00
3 Galcula�e absorption widtlt�etio by dhAd�rodc layer 31 to 45 3iK Loam aso 2•40
laadir�rate of 1.24 9pdIR� albwable goii bading ra�: �to s� c�+�arn o.a8 2.67
1.2o gpdJf�divided by 0.$0 9pd/Ft�= soeo�so ciay o.�a s.00
Z.Q� Slarerth�n 120 (�a�r 0.20 6.00
4 Mui� abso tion width raHa by rocic I�er width b� �r uired absorpti�n widtl�:
2.Q� multi 10 feet� 20 feet
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�•
3 BEDROOM PACiE 2
G DOWNSLOPE BERM WlDTH
1 If lands�ope ia t%or mors,subtract rock layer trom BERM SLOPE MULTIPLIERS
ab�o on wId1A to obtaln minimurn dowrtal aerm coe 3:1 RATIO
20 t�eet less 10 t�t ■ 10 t��t �a�rbar oowa•iope uvuope
2 Celaulata minlmum mound�e 0 3.� 3,00
a. Determine depth of dean send flll at upsiope edQe ot rodc I r � 9.a� s.9�
Separativn: 3' - 2 t�t= �t�et 2 3.19 s,a�
b. Add depth of dean sand fa separa�on(2a)at upelo,pe edge, s 3.aa 2.79
depth af rock t�yer(1 toat)to depd�oi cover(1 foot)to flnd the 4 9.41 x.ea
mound height at the upelope�pe of rodc layer: 0 3.b3 2.8�
1�R SAND +y R RR7CK + 1 ft COVER = �fo0t 8 8.88 2.5a
c. EM�er table with fandslope and upslope barm ratio. 7 a,eo 2.48
Seleat UP3LOPF barm muldpGer of 2.68 g a.9a 2,02
d. Mumply bsrm mutGplier by up:lopa mound helght D 4.11 s.3s
fia find UPSLOPE be�rm width: i o a.2s 2.3t
2.68 x 3 equals �f�t �1 s.4a s,26
e. u y rock Isyer vn a ops to debe�mirie�rop�n e�'vetlan:. �z a,ae 2.��
90 x 4 96 r �o0 0.4 tset
f. Add depth of clean Send for slope dHwerBnCe(2e)at dowr�lope Upebpe Width: 8'
edge,t�the maund height at tt�a up�lopa edge of rock leyer(2b)
bo firtti SLOPE berm width: �, g�
3 p�us 0.4 equ��s 3.4 foft � � --►
g. Enter table with landslo�ar�l downsbpe berm raifo. �
S�lect DOWN L E berm muldplier� 5.41
h. Multiply downalope mul�nliar by dawnelape rnound hefght Ra�cbed: 10'wi�x 38' bng
to et downslop�barm width+:
5.41 x 3.4 uals 1Z teet o����� 12'
I. Compare the values of step G. 1 10 and 0.2h 72
Select the greater of the iwo valuea aa e
doMrns�ope berm w�dth: 12 FINiAL DIMEN3 ON8:
J. Total rr�und width i�fhe sum of upebpe berm width(G.Zd) 8
pius rodc�ayer width(0.2J 10 30
pl+�damsbpa berm width{G.2i► 12 FEET IMDE
Total Mound Width: 30
BY
k. Total mound length is khe sum of ihe upslope berm width $
plua rxk layor width(D,3) 38 $4
plus upslope berm width (t3.2d) B FEET LONG
Total Maund Length: 54
Covor. 1 Foot Vegecs�+iveCoves �ea�cHle
S'iupe: � ��X:: �
;;�..
Rock L�yer. 1 Foot Max 3:a
Reaommen 4:1 Perfarated laterai
_ ' '� ;
Sand Laynr. �Foot � .. �7'�u,'�
4�..:� !.. , .
'Q€�f�7�4 ,'�'-Y�rm;n,����k
:' Clean Sand P► r �; 1 �E n..i a �{ �,:4�Ft�'��'�� �f$a n
��//0�S�:���t � . . . � : t l,R���� a . :�..._.:,:.'����l
At ieazat 22"oE IYatur�1 So�l
Saps�n: �3 Feet L����,
�tc,��d l.ayar
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Sizing of Dosing Chamber
PACiE 3
1 DeOermine Surtaoe Are� (inaide dimenaions 5.a x 7.5)
Rectengl�=Aroa�L x W t
�,Q X js¢ = 37 square feet 1,�0 Gallon 5,0'
SeptlC Tank 1fMdth
Other a Get Surface Area from Manufac�rer ,�
squere feet �--- 7.5'Length -�
� Calculate G9ilons Pei'I�Ch Estlm�bd �low�In flalbm per d�o(9pdf
There a�7.5�ellons per cuhic foot of vdume, No,af Type rype rype
therefore,yCu rnust multiply the erea timee tha Bsdroorm i �� N
cor+vension fac;tor ar�dMde by 17 Inche� per foot s aoo rt� eo�+ot
to c�lculate galbna per;nch, Aroa x 7.5!12 s aso 30o me
37 x 7,5112= 2S palbn�per inch a aoo 37s ,�i�a�,
(x 43.5 deap■1,�0 Qallon tenk) s �6o a6o rype�,n
6 900 526 Cdumns
3 Gak�ate[3�qons to Cover Pump
{wlth 2 inches ofwater oavering Pump) Pive Qie, O�I�one psr
{Height(in)+2 inchas)x gaBonalinah {�ncn«s) �oo ts.c
(�,�high+�" cover) x 28 irichea 414 �ellor�a � 4.��
i.xs �.�
� Calculgte Total Pumpout Vokune +•B �o•5a
A To maydmize pump Nfe select sum siae tor 4 ta S pump operations per day. 2 17.43
�BPd�4= 'f 13 gaibns pe�dose �.s 24.e7
6 Calculaba drainbeck 8 38.�
�. oe�ernn�ne pipe�n: 13a feet 4 es.�
b.Detiermine liquld vClume o1 pipe; 17,43 galbns par 100 feet
a Muki length by v�ume: Dralnback uanlity:
130 teet x 17.43 ga�bns/1ao tee�tt� 23 gal�ons
C Tota{ �n out volume aquals das�volume+drainback
113 gallons per doae + �gauons 135 Total Aaliarx
3 Calculate Vdume for Ala�m (typically 2 t� 3 Inches)
�n x gellonslinch =
Z$ K S equals Q9 gallons
8 RESERVE: RECQMMENDEd:
Calculate Reserve Gapacity 7b%of Dal Flow)
460 x.75= 336 gallons
7 Calaufate totai gallona: Galbns over pump+8allons purr�ped
out*gailans alarm+reserve ga�o�(3+4 + 5+8) -
'� 1'�$ $� $�$ � �i�esr+,m. , _ �.
TOTaL GALL(3N3: 96i __._ ___,°nC°"�"'�_
8 Tota�D ih otal�ellone dlvided b Ilons er inch) �����,
9000 !23 = 48 inchee '��'�' �a�
�, .��.
8 Float Seperatbn Distance(equal lotal pumpout vol�une)
Tote! um t valume 1 yailons r�ch=
13b /23= 6 inches
(12'pump+4"blodc=18"depth)
S 'd ZEOTZbbZS6 aNI Z�OHH�HM Wd8b �8 LOOZ Oi daS
PRESSURE DISTRIBUTION SYSTEM 3 BEDRO�M Page4
t Se�ect number ot perfbrsted leterals: � a+o eae�rwN � w Parow�►Teo uTe�
•a»..�«..
�
tn...
2 Select perlbratlan spac�ng= � ,,:..�,...�...« ` . , �a�..3"�M�,�,°_
3 �ir.c�perForations ahould not be piaced cl+oset then r° �mtl�„."�,�a'
1 faot bo the edfle oT rock�(ase diagramj, subtract ��`�%° �"`
,y,•::.e�-.�..: 'lw�wnlwr I�waW at
2 feet irom the rock Isyer bngth. p.�,�,�.�,„ +�M�.µ•�
�;
� 38 � feet - 2 feet= 36 feet �°���"°
Rock Laysr Lengfh
Pe ration D'isdw e in P
4 Det�ermine the number of spac�e beMreen perforations. Hesa Porrorat�on�tarneter
Divide�e length above by psrtoratbn spadn�and foet 7M�" 1J4'
round down to nearo�t whole numbe�. 1.pa D.56 0.74
1.50 8.B9 0.90
�4� �divided by� equals 12 2.� 0.80 1.04
Lert$th(3) SPednD�2J �Spaoes a usa�.oroocs�e nomes
p lba 4,0 tNt f�ar aa sla
S Nurnbsr af perforAtiona Is e�ual to one plus the numbe�
of perfarations. Maximum number of 114 pe ratbris per
laterel bo u�ren�ee<1 Q96 discha var9etbn
1Z pl� t 1S Pertor�t�on
pac88 e�oratlor�per later'81 8 dn 1-1/4" 1-12' 2"
2.5 14 'i B Z$
8 lUuikply porfvra6vna per fatarai by number of I�tsrals to Set 3.Q 18 17 26
total nurnberoi perforations 3.3 1 1 26
4.0 11 15 �3
3 X 13 6qui�l� 39 5.0 10 14 22
N0.Of LaAetS� Pel'tbr'atlOn6 Total
per Latersl Pe�rdttions PlRFORATI4N LAY OUT:
�' 1s �
7 Determine required ifow rate by muitlplying number oi perfcra�ons Pertcrations per lateral
by flow per perforation. „�,.�,,,� ,� ��,�„�� �
� aa x o.�a ����s za
No. of Perfora�ane �mlperforetbns GPM �
�°'
HND FEED LAY�UT - ��;
8 If la�als are cannecisd tts F�eder pipe es shawn on t�per '"� �� ��
s
example,to selec�mMimum roquired laberal dametier;enUer ys�"''`�' �M
�ble with pertoratlon spadng and number cf perloratbns per ��*°�
lateral.Sekct minimum di�me�ter f�peirfo�bed later�l a
�.°„��'�,°'
w.�rronWFwR .. �
PFtEFERRED SIZE: 2 INCHES ��I �: - ..-Pr,�
� ��
CENTER FEED LAYOUT � .�,,�
A ii perforated tateral system fa atiached ta rn�nifold pipe near tfie '� �� �,.�
center,lower dia9ram, pe�d bRerel ler�th and nurnber of �^' "�
.�� : �.__
pertoratians per lateral wlq be approxirnateqr ane half�f d'��t ;,;,s,��
in Step 8. Using�ese v�uas, �eMc�minimum dl�met�for �'"`�; '
perforated IateraL � inches
9 'd ZEOTZbb�S6 �NI Z�OHH�df� Wd6b �8 LOOZ OT daS
3 Bedroom Page 5
PUMP SELECTION PRflCEDURE
A. Defisnr�ine pump cepeclty: Pet'fOrdtbn D1sCharge In GPM
�I'SV�f/�/s�bLl�OA Hs�d Perfor+etbn Diarn•ter
1 Minimum sugges#ed is 20 gpm feat 132.• 'U4"
2 Maximurn sug�ea6ed is 45 gprn 1.�a 0.58 0. 4
1.50 0.$9 0.90
Pro�swe Dlabibution 2.ab o.so �.oa
3 Use infiormatqn from Proeaure Dbtribution Syatism e Ue81.01oot eln�l�Aomaa
(se�Page a) 29 G� e u.s Z.o�ss tar ar�rmmo�
SELECTEQ PUMP CAPACITY: Z9 GPM
B. Detstmine head requlromonts:
1 Elevafion difference betw�een pum and Irrt ot dlacharge.
e
10 FEET ' ���«�
2 tf pumping to a pr�ssure�stributlon syatem,five feet for �.ka
4Pp ,�y Yp�`
prsssurvs requir+�at rnanifold. If re m,zero. �e.t�.� �.�-'
�_,�=.�1 FEET '
3 Frktion loaa: �""'�0"°'�"'""` �o,
a Enter fricaon bsa table wlth gprn�nd pips dlameter.
Reed fic�ion bss in fe�t 100 feet from teble. .... �_. .. :_
....... ... .. .
Friction loss= 2.06 ftl10D bet of pipe. _,........_.--•--.._..__..._......._._.....__......�...:
b. De�ternnine tatal pipe length frorn pump tc diecherae point,
Es�imate by adding Z6'K to pipe length fortitt(ng loss,ar
uSe a 11ttl� ipS6 ChaA. (F15 faet)
E uivalen:pipe bc� 1.25 tlrnes pipe '
b
130 X i.25 equala 163 �eet
a Cakulab�total frictian bea by multlplying friction bss
in feet!1 DO feet by ulvaient ipe lenqth.
163 X 2.06 I 100= �Fe�t
FRICTION LOS8 IN PLABTIC PIPE
4 Ta�ai h�d required ia the sum of ekvation dif�erence, Flow Rata omin�Pi er
special head requiromarrt�,ar�d tot�l fi�lctbn loss. pm 1-1 ' 3"
10 + 0 + � �0 2.a7 o.T3 a.��
(1)Eleve�on (2)Prs�ure (3}Frictlon Loss 28 3.78 1.11 .18
30 5.23 1.65 0.23
TQTAL HEAD: 18 FEET �s s.ss �.oe o.so
40 8.91 2,84 Q.
�3 11.01 3.28 0.48
C. Purnp Selec#lon 50 13,46 3,98 O.bB
55 4.78 0,70
1 A t�an must be selected 1�delhrer at least �0 5.6Q 0.82
�GPM (sceP A) 85 6.48 Q.95
y�� ��� 70 7.44 1.09
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Date �GI p?._.._ 7'imc �"ob Pf►'?woather condittons '— — �s� ,
1.acation leform�tioa 9horelend �dwelling �r�p��t��m
(checkaft�her opply) �protecti�n erea arher as4bli9hr�nt
-- new homa aonstruction
Hoo�eowroer lnfort�atioa r'
No,of bedroptt�e(ifqPP�icabla) �__bedrooms(includos possiihle additiotts)
No.ofemidaaca ix home _adulu � ehildren
Estimated 8ow �d
weu�in�d�,n faet
Wa1er using devicp(chec,f�J iaarb dis osa! D�char�e location ifCheCked
� p Watcr aottener
Dishwasher Sump putap
�Large b&hwb _Hig6 el�:Auwca
_Laundty/largo Wb ot�2nd floor �Jucuszilhattub
Wa�er use eoncems icheckl ToikUfauxt lealcs Max load iwndry/day Lang te�p��q�n�icatlans
r Home busin�s _Lint screen �q�tiyaot.soop _,,,pnyu�p���ouc oftown g�etn
9oi1 Dslr �J u.S �r�
Soil�axture clasaificaaon: "� � Y�to �a�n� �
Un�nual soi!fehrc,t� Yes �No
Type of obaervetion(checkl �Pro6e Pi1 ��ng
Aar'pnt�iW(ehack) Till �O�iwath �Locss
Veg�tion typ�lchecU �1Yei �Jry ,,,`UN�aown ��edrock _Alluvium
Sbpe fo�m(c1uc+�! Sumtnit Shoulda Bscic Faot
Draineq�e(chechl �od `"' _Toe
Fair �Poor "Pandln8 Floodln
Loc�ted io floodpiain(chsc,W �Yes �Na � ' -- �
Slce Su.�e.�y�� Soil Surv� D�kr 11 Ni Soit N2
Ms unit m name
S�aadLig water: �--- inchca Lnndscr aitia�
Bedrack; _ .-r lncties Fb
Saeupted eoil: _ a-'� �inches` $to
Meximum deptA of sysum: S{'y�? ��e' w � �
Max etevffilon ac sysoem battom: tte[ Bedroek
5oi1 si�ing factor(SSF): _�.pp .gpd/ftz Poosibla s etern tb
Linear loediag�atr(LLR}: gpd/fl + / T turc at th
lYas s perc ceat dons? Yq � � O�'
� —_..,._.mP� Perrr�eabi!' P
� —,.�O Perc MP! =60/P
Soil Boria Datw NRC oastte suttabiJi
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CITY F ORONO CALLED IN /
INSPECTION NO IC � SCHEDULED �C � 4 6 -
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ADDRESS � �
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TELEPHONE NO. � �C � �
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YO' _YES_NO
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours irt advance. �952� 249-Q6��
Owner/Contra
Inspecto .
White Copyllnspector's File Canary CopylSite Notice
� � �/� (�� ATE TIME �
CITY OF ORONO CALLED IN ��
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OWNER CON . '9 (�
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TFEE REMOVAL
Z04 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
� 07 DEMO-FINAL 15 SEP STALL. 22 FOLLOW-UP
= 09 PLUMBING RI 2 EPTIC FI AL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTHACTOR TO MEET YOU:_YES_NO
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� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlContractor on si e:
Inspector. ''����
White Copyllnspector's File Canary CopylSite Notice