1325 Carriage Hill Dr? 2004 RESIDENTIAL BUILDING PERNIIT APPLICATION
City Of Eagan
• 3830 Pilot Knob Road, Eagan MN 55122 ?? S•?
? U Telephone # 651-675-5675 FAX # 651-675-5694
New ConsWctian Reauiremenls RemodeVReoair ReauiremeMs
3 registered site surveys showing sq. ft of lo4 sq. ft of house; and all roofed areas 2 copies of plan (20% maximum lot coverage allowed) 1 set of Energy Calculatlons for heated additions
2 copies of plan shmving 6?m & windax sizes; poured found desgn, etc. 1 site survey fw addidons & decks
1 set of Energy Ca?ulations Addqlon - indicate ilon-site septic system , 3 copies of Tree Preservation Plan'rf bt platted after 717193
Rim Joist Depil Options seledion sheet (bldgs with 3 ar less unAs
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Date n truc
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os
Site Address C?rr i r, UniUSte #
W ? t
Description of
or V
Multi-Family Bldg _ Y /S N Fireplace(s) %C 0 _ 1 _ 2
?
Pro
ert
Owner Telephone #( 6/A 0-? I
p
y
Contractor ?
'I ?
Address `t"5
City
ral"Y
State &17A Zip D I O Telephone # (?6 O 7-7 q - f 4 ?L/1
? Vl• nz -3fis1
COMPLETE TNIS AREA ONLY IF
Energy Code Category Minnesob Rules 7670 Cateeorv 1
. Residential Ventilation Category 1 Worksheet
(4 su6mission type) Submitted
• Energy Envelope Calculations Submitted
A NEW BUILDING
Minnesota Rules 7672
. New Energy Code Worksheet
Su6mitted
Have you previously constructed a building in Eagan with a similar plan? _ Y _ N
fee applies.
Licensed Plumber Telephone #(
Mechanical Contractor
Sewer/Water Contractor
Telephone # (
Telephone #(
If so, 25% plan review
? ? m 0 T ?
I hereby apply for a Residential Building Permit and aclmowledge that the informattn is coPn[r'fee'and acc rate;
that the work will be in conformance with the ordinances and codes of the City of MN
Statutes; I understand this is not a pemut, but only an
permit; that the work will be in accordance with the ap]
approval of plans.
D-e Yl ( C_6 S'.i" 1-?
ation for a permit, and work is not to start without a
d,ilan in the case of work which requires a review and
Applicant's Printed Name ApplicanYs Signature
OFFICE USE ONLY
Sub Types
,.
r"t e ?
? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi
? 03 07 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Poroh (screen/gazebo) ? 36 Multi Misc.
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-pleX Pibg_Y or _ NeZ7 25 MiSCellane0u5
Work Types
? 31 New ? 3 m rovement ? 38 Demolish Interior ? 44 Siding
? 32 Addition 36 Mov ildiRe ? 42 Demolish Foundation ? 45 Fire Repair
? 33 Alteration 0 37 Demolish Building• ? 43 Reroof ? 46 WindowslDoors
? 34 Replacement •Demoiition (Entire 81dg ) - Give PCA handout to applicant
Valuation Occupancy MCES System
Census Code p1p? _ ??? Zoning City Water
SAC Units Stories Booster Pump
# of Units Sq. Ft. PRV
# of Bldgs Length Fire Sprinklered
Type of Const Width
REQUIRED INSPECTIONS
_ Footings (new bldg) _ Final/C.O.
_ Footings (deck) FinaVNo C.O.
_ Footings (addition) _ Plumbing
Foundation HVAC
Drain Tile Other
Roof _ Ice& Water _ F inal _ Pool Ftgs _ Air/Gas Tesu Final
_ Framing _ Siding _ Stucco _ Stone _ Brick
_ Fireplace _ R.I. _ A'v Test Final Windows
_ Insulation _ _
_ Retaining Wall
Approved By: S , Bu ilding Inspector
Base Fee
Surcharge
Plan Review
MClES SAC
City SAC
Utility Connection Charge
5&W Permit & Surcharge
Treatrnent Plant
License Search
Copies
Other
Total
?a`w?sots
?oc V
Minnesota Department of Transportation
Office of Motor Carrier Services
1110 Centre point Curva
Mail Stop 420
Mendota Heights, MN 55120
fluiIding Mover License
CERTIFICATE NO: 143685
ISSUED TO:
SEMPLE Bl[ILDING MOVERS, INC.
The a6ove named license ho(der has complied wrth the license reqmrements and is hereby issued this Minnesota Buddmg Mover License which wtll
expve on the date shown befow.
EXPIRATION DATE: JUNE 30, 2005
The license holder agrees to comply with xll applicable Sta[e and Federal Regulations. Failure to comply may result in revocation of this license.
The License Holder may not perform building moving operations in Minnesota unless the vehicles have been registered and display a valid
identification cab card issued by the Mmnesota Depar[ment of Transportation.
FOR VERIFICATION CALL (651) 405-6060
SEMPLE SUILDING MOVF.RS, INC.
1045 JESSIE STREET
ST. PAUL MN 55101 EFFECTIVE DATE: 06/10/04
2004-`12:34PMi=`i41DAK0Tk CO TRANS DEPT 9528917127vNO, 9803 r.P. 271
PsmNt Fee: $10.00
DAKO7A CouN71' TrtANSPDRTATION DEPARTaAENT New Balance: $
14956 Galaftle Avenue
Apple Valley AAN 55724
Phcne:952.891.7100 Fax 952.999.7127
www.co,da kota.mn,uslhlg hwaylfbems
APPLIGA710N FOR l{SE OF DAKOTA COIINTY HIt31iWAYS FOR VEHICLES OF FYCESBNE YtlE1C.HT Ali SIZfi
1 hereby requese Permissian w mova the tdlowing vehlcla(s) or building(s) over ceRain bskota Counly Mighwsys.
OL3JECT TO BE Moveo:
COUNTY ROADS REQUESTED: ?l-a^r'r'1 1 I ?,LK51-LI? - ?ltd7 ?'
I have reques[ed and undsratand the Provlsions ot Chaptor 168.80 through 169.88 of the MinneaoQ9 AAoror Vehicle and
TraFfic Laws and 1 certify lhat, except as notad harein, all ragulationa of the Chapter will Re eSrietN compTwd with. 1 furthar
agr" 1o rWmburea the County for any dbmage to the road andlor a purtenances caused as s reeult of neslons autl+orized
bY lhis Pemtil I1 vV-e, u.h? 30, o aoOy,+ 3 DAVh ~ 5, b60Y)
PERMIT REQUE5'fF-Q F"'"'
GOMPANY NAME
ADDRESS:
PHONE;
FO:
INSUFWNCE COMPAN'
POLICY NUMBER:
SiGNATURE:
-•------------• ..................- --_._ --•-------••--...... .
PERMIT
Permission is granled forthe a6ove movbment under Proviisions of Chapter 168,86 of the Minnesota Hghway TraPFic
RegulaGon Ac( subject to the fnllowing specisl requirementc_
Movemant during daylight hours an{Y.
Movemant frpi119 a,m. to 3;30 P.M. Only.
? Movement frorri 72:30 8.m_ l0 5:90 a.m, onty.
NOtify DakoSa Courty SheNf( (661,437,4211) tw0 efours DefOfe bapinllilig movecnenl
?/ A pllot car shsll praceetl antl fallow the vehlde(S) to wam and detaur[(a(fic,
Pertnittee shall nvufy ail ueiiiry companies imolved in thls move DePore pertnft fa velld.
a copy cJ this permlf mual be kept wtrtr tne vMlda at eu dmes end displayed upcn CemenO ol enY Anlrce oftalo a oltlceis
of Dakota Counfy.
au nainnesofe Statures end Deparlmenr of vuMlc Safmry Re9ufatlons muat be ComPlleQ wN+.
Dakata Ccwnty Authorizeq 5ighature. ?-'??-?' ? • ^
adrd, ? --2 ,?e - e y parmis vBrd unca, ? -? ? ? P«mic nwmb«: tS4 -4
09/2JUN, 24. 2004a12:34PM,12223DAROTA CO TRANS DEPT 95289171271"c N0, 9603 P. 1)2
--- - --_._.. _.. - ... .,,_, r.?. ,tol
Pertnit Fee: $+a,op
? AC± " ' •
OAKOTA CAUNTY 7RANSPORTATION 6EPAR7AdEN'r NBW Bak11C0. S ?
14956 Oafarie Avenua
Applr Valloy A4N 65126
Dhona:952991.7100 FaX:852.897.7727 ???
www?co?dakota.inn.uslhlghwayliomas
aPPUCATION FOR L16E OF DAK07A COUNTY HK3HWAYS FOR VEWIa1.E8 DF EXCeS6IVE YYEICiHT OR sIZE
I hereDy requess permission to mava the fdlowing vehicle(s) or buil0ing(s) over certain UaKote CouMy Fqghways.
OBJEC7 70 BE MOVEp;
COUNTY ROApS REQUESTED:
Q(- x ?, x I I
C2? 21`k`
! have requeStad and undarnanQ the PPOVisiens of ChaDtar 188,80 throUgh 968,65 ot ehe Mjnneaotq M010? Vehicis enC
Traffic Lawb and I oertify thae, except ss not6d harain, all regulafiono of tha Chepter wiU Da suicdY complfed wRl1. I fuAher
agree m reknburye the County fpr arry damagc to the raad and/or appurtenances causad as a result at aGlons authorized
cv chis permit oud_ ?I.L?.?.30? Or
PEi2MA17 REQl1ESTED _"..
COMPANY NAME:
AODRE55:
PHOfVE;
FAS(:
1NSURANCE GOMPnN
POLICY NUMBER:
SIGNATURE:
.,.,.-..----• ................... ....._,.._................................ ..__....---- -
PERMIT
Permission is grenled forthe above movement undar Provlsions of Chapi9r 189.66 ofthe MiMesm Mighway TraffiC
Raguiatfon Ace subJea to tAa follawing spec7al requiremeAcs,
Movemen[ auring dayllght hours only.
Movement from e a.m. w 9;30 P.M. oniy.
?/ Movament (rom 12;30 a.m. to 530 a.m. only.
v Notiry Dakota County Sherlff (651.437A211) two hours before beginning movement.
L?A pllot rar shell procead ana folloW the vehide(s) to wam and aesourvafKe.
Parmittea shaU nodry ali utllity companies involved in thla move Defore pertnR is valid.
A capY of titis pblllllf muct bo kepf w@h Nte vehlcYe af BII dR1B8 arld CISplayBd UpoR dery78RC Of91?YACfkB offlwrGf oft@/5
of Oakots CouMy.
AN Minneso[a Stwufes end Depertment of PuCIIc SafOry ReguMfions Irtust M CAfip!!eC w/fh.
D3kal2 CaunlyAutAorized SIgn8tUr6
De1e: 6 - 2 V-0 y Parmii Velid UntiL peum{t Numner- ?2 "?l-z9
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-ACQRD CERTIFICATE OF LIABILITY INSURANC?L'D DA
05/14/04
Prsooucen THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Maguire Aqency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1935 West County Road B-2,#241 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Roseville MN 55113
Phone:651-638-9100 Fax:651-638-9762 INSURERS AFFORDING COVERAGE
INSURED INSURERA FedBLdl IRSllL3IICB COID dR
INSURERB State Fund Mutual xnsurance
$P3Rp 10 Suilding Movers
ZI1C. INSURERC'
,
1045 Jessie Street
St
P
l
MN 55101 INSURERD
.
au
,
INSURER E
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSIIED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOO INDICATEO NOTWRHSTANOING
ANY REQUIREMEM, TERM OR CONDITION OFANY CONTRACT OR OTHER DDCUMENT WITH RESPECTTO NhiICH THIS CERTIFICATE MAY BE ISSUED OR
MAYPERTAIN, THE INSURANCE AFFOROED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONOITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHONM MAV HAVE eEEN REDUCED BY PAID CLAIMS
LTft TYPE OF INSURANCE POLICVNUMBER P LI FFE TIVE
DATE(MMMOffy) POLICY El(P
DATE MMIUD/YY LIMRS
GENERAL LIA6ILITY EACH OCCURRENCE $ 1,000,OOO
}\ $ COMMERCIALGENEftALLIABILIN 79477544 06/01/04 06/01/05 FIREDPMAGE(Myonefire) $1,000,000
CIAIMS MAOE [?j OCCUR MED E%P (Myone person) $ 5,000
PERSONAL&AOVINJURY $S,OOO,OOO
GENERALAGGREGATE s2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPfOPHGG $1,000,000
X PRO LOC
POLICV JECT
AUT OMOBILE LIABILIiV
COMBINEDSINGLELIMR
gl 000,000
/
}? X ANVAUTO 79477546 06/01/04 06/01/05 (Ea a[citlen[)
ALL ONMED AUTOS
BODILY INJURV
$
SCHEOULEO AUTOS (Per person)
X HIREDAUTOS
BODILV INJURV
$
X NON-OWNEDAUTOS (PerawiCain)
PROPERTYDAMAGE
(Per ecciCeM) $
GA RAGELIHBILITY AUTOONLV - EAACCIDENT $
ANYAIfrO OiHERTHAN FAACC $
AUTOONLV: AGG $
EXCE53 LIA9ILITY EACH OCCURRENCE $
DCCUR F-ICLP.IMS MADE AGGREGFTE $
$
DEDUCTIBLE 8
RETENTION $ $
NK]RKERSCOMPENSATIONAND X TORVLIMITS ER
B EMPLOYEkS'LIA6ILITY
15647.204
06/01/04
06/01/05
ELEACHACCIDENT
$'rJO0,OOO
EL DISEASE - EAEMPLOYEE $SOO,OOO
ELDISEASE - POLICVLIMIT $500,000
OTHER
A Carqo Coverage 79477544 O6/O1/04 06/O1/OS ACV up to
$125,000 $2,500 Ded.
UESCRIPTION OF OPERA710NS/LOGATIONSNEHICLESIEXCLUSION3 ADDED BY ENOORSEMENT/SPECIAL PROVISIONS
Employers Liability Accident and Disease Policy Limit is $500,000.
The Workers' Compensation applies only to Minnesota employeea while working
within Minnesota or temporarily working out o£ the State o£ Minnesota.
l.CR11rIl.NICIIVLUCR LV AOOITIONALINSURED;INSIIRERLETfER: I.AIVIiCLLH11V1V
XEAGANZ SHOULD ANV OF THE ABOVE DESCR18E0 POLIdE3 BE CANCELLED BEFORE THE EXPIRqT10!
DATETHEREOF, TNE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ OAYS WRITTEN
NOTCE TO THE CERTIFICATE HOLDER NAMEO TO THE LEFT, BUT FAILURE TO DO 50 SHALL
City o£ Eagan
3830 Pilot Knob Road IMPOSENOOBLIGATiONORLIABILITYDFANVKINOUPONTXEINSURER,ITSAGENT30R
Eagan MN 55122 REPRESENTATIVES.
CORPORATION 1988
• 4 MOVER'S PERMIT APPLICiTION (FOR HIIILDING MOYE)
'
0 Date of 1pplicatSon: ? 2
0Addresa 6 legal descrip ion of building being moved:
1325 (- r,'cA U e W, %/ De-.
0 Addresa 8 legal description of propoeed destinatioas
0 Qieck situation that appliea:
-7y- Building presently lxated Sa fiagan - to be moved out of Eagan
Buildiag presently lxated in Eagan - to be relxated ia Eagan
(Requires Council approval)
Building Iocated outaide of Eagan - to be relxated in Eagan
(Requires Council approval)
Building located outside of Eagan - to De moved through Eagan to
another City.
0 Mover's Name:
Address
Phone # t/--"/Z °
Mn. Hover's License 3 /L/31g 8 5
(submiL a copy of license)
0 Highlight origin, route, 6 destination on ourrent Citq map. If County
or State roads are used, prnaide copq of those permits.
0 Proposed date 8 time of move (aotify Eagan Police Department). YOiSs
Tsagaa Polics vill aot acoampaay aovs until tims ooordination hsa Dsen aade
with nel.0boring nmioipality.
6/.2
0 Size 6 veight of atructures 30 X/ sy -XQ C) n n
OFFICE DSE 06L1
, Mover's permit fee
, Permit f
Ouarantee Lo repair
3
6 03 o "-?
_ • ONNER'S PERMIT APPLZCASION (FOR BOILDING MOVE)
. 0' Date of Application: (> ?- -
0 Address 3 legal deacription of building being moved:
l 3-)T C"4-,P PI ,4(,,I f 91 z- 1 n,e
0 Address 6 legal description of proposed destination:
No e-<HF//?? 1- D
0 Building orrner's aame:
address: / 3,7 S? Oe,
phone Z- - ? 0 ? -f' ?
0 Landowner's name:
address:
phone 0:
If landowner is diffe^ent from building owner, provide approval from
landowner to operate on the property.
0 Indicate if atructure is connected to:
/
_ City sewer City xater '? Septie k--' iTell
t/ Electric service 1'? Gas service Other (list)
0 Indicate party responsible for utilities disconnect:
Owner ? Mover Other
OFFICE DSfi ONi.Y
Real estate tazes/assessments on building
Real estate taxes/a33e33ment3 on land
Utility disconnect:
Electric
Gas
Sewerlxater
Landovner approval
2
6512223831
0¢/25/2004 15:58 FAX 6512223831 Semple Excavatin6 INC
Q0 O 1
SEMPLE BUILDING MOVERS, INC.
1045 Jessie Street Phone: 65 f-774-742 I
St. Paul, MN 55101 Fax: •6EH-FFi9w
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08i25/2004 13:58 FAX 8512223831 Semple Excavatina INC Q002
•06i25i2004 13:36 EH REWER & SONS 4 651222383E N0.364 D01
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Eagan, MN 55123
GE011.01W11L MATEPi11L I COlA11
GT"d
Geology From: 1319 Cairinge M1a Th.
Waocr Level in Abwe Well: 100 ft.
Date Water Ltvel Takon: 9/19/$3
um? ???SIEALED
According to MN State Regulat
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w poCaHlnp Pipo ? CMek Vxhre(e) O Oebnc dPJl ? No ObsUueOOn
rypo ot obsnwaqanc foascseel
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In trom m f. C] Perloraletl la Painvnad
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ENVIRONMENTALMANAGEMENT DEPARTMEN7
GROUNDWATER PROTECTION SECTION
14955 Galaxie Avenue • Apple Valley, MN 55724
952.891.7557 • Fax 952.891.7588 • www.co.dakota.mn.us
MUNICIPAL NOTICE OF WELL SEALING PERMIT APPLICATION
DATE: June 29, 2004
TO: Tom ColUert/Wayne Schwanz (EM)
RE: Well Permit #: 04-H224601
Municipality: Eagan
Fax #: (651) 675-5694
W¢?1 Type: Domestic
Enviironineutal Specialist: Rutten
Tlie Water and Land Management Section of the Dakota County Environmental Management Department has
received the followina permit application for tlie well described. If you require further review of the application or
if you have any questions or concems about it, contact the Environmental Specialist listed above or our office at
(952) 891-7011. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we
will assume that you have no objections to the issuance of the permit. Please note tliat permit issuance is always
conditioned on Nie permit applicant's observance of and coinpliance widi all applicable state, county, and municipal
laws and codes.
WeR Contractor:
Date Application Received:
Anticipated Drilline Date:
Anticipated Giroutina Date:
E.H. Renner & Sons
6/16/2004
Time:
Time:
Property Owner
Well Owner:
WELL LOCATION:
Dave Media
Dave Media
PLS Coordinates: 1/4, S W 1/4, NE I/4, SW 1/4, Sec 34 Town 027 Ranae 23
Street Address: 1325 Carriage Hills DR .
PIN Number: ? 100340003153
WELL INFORMATION:
Diameter: 4
Casing Depth: 148
Total Depth: 153
Static Water Level:
Aquifer:
COMMENTS:
B1e &w loals 6pphtatians tieNp
Conni"ktion I Comment? I
Eagan Building I Eagan Dctvektpment ? Recmits
btntner I Eagan Rssessa°Sales I Eagan Property I Eagan
Parcelltd 10634006F53 ?
Adlress 1325 CARSiAGE HILL DF3
tlwner 1
tlwner 2
Owtrer 3
Owner 4
Smeh PID I Sserch Htauo 1325 CAFtRIAGE HICi. I7R .1t?
DAKQTA CCIUN1Y JUDICIAL. CTFI ?
7560 M(GHWAY 55
NASTtNGS, MN 55033 .?
^ Y
City of Eagan
3830 PILOT KNOB RD
EAGAN, MN 55122
(651) 675-5675
lLQAYta.?;.6a -
0 ?A?
?'J8--k P4? ?
PERMIT
Site Address: 1325 Carriage Hill Dr
Lot 031 Block: 53 Addition: Section 34
PID: 10-03400-031-53
Use:
Description:
Sub Type: Single Fam
Work Type: Move Building
?escription: Census Code: 9999
Occupancy:
Construction Type:
Zoning:
Square Feet:
Remarks: Plan reviewed by Dale S.
Call ior Fnal inspeciian._(Id)
, (Move out of City to Greenvale, MN)
Fee Summary:
BL - Base Fee
Permit Type: Building
Permit Number: EA065093
Date Issued: 06/29/2004
75.00 0801.4085 Surcharge - Yixed
0.50 9001.2195
Total Fees: S75.50
Contractor: - Applicant - UWner:
Semple Building Movers
1045 Jessic St. Lia: DAKOTA COiJNTY NDICIAL CTR
StPauI,MN SSIOI 1560HIGAWAY55
(651)774-7421
HASTINGS, MN 55033 612-701-9281
I hereby acknowledge that I have read this application and state that the information is correct and agree to wmply with all apphcable State
of Minnesota Sta.tutes and City of Eagan Ordinances.
ApplicanUPermitee: Signature issued By: Signature
CITY OF EAGAN Remarks ' A71 `ZU? ?
nddition__Section 34 Loc eik Parcel 70 03400 031. 53
Owne q' &,+x.'! treet 1325 C3TI13ge H1l1 State Eagan,MPI 55123
Improvement Date Amount Annual Years Payment Receipt Date
STREET SUflF.
STFEET RESTOR.
GRADING
SAN SEW TRUNK
SEWER LATERAL
WATERMAIN
WATER LATERAL
WATER AREA
STORM SEW TRK
STORM SEW LAT
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
3 y! 9/ /0033 f
2 a 2 8 53 $ ? 00
Reqwsl Oate F No. Rough-in InspecliM
q??
? FeaOy Now KWAI Notdy Inspector
? Yes No When ReatlY7
Ixicensed contractor ? owner hereby request inspection of above electrical work at:
JoD AtlOress (Sireet. Box or Route NO ) CnY
? rrin 2. M I paaak'
Seclpn N. Township Nama or No Range No
n
C.
Occupant1R' ?
ed,n Phone No.
4S?{-ala?
Power Supplier Atltliaes ISVO24
I(0i4 Elecfr??? Lt300 =ath 5} w Poar»,t +m)
Elecl al ConVactor (LOmpany Name)
IW ? rJ-hern l=lec4-rl`C- ?rtC. Canlraclw§ ?nse No
?EOQSd-?l
Ma1ng Atltlress (CoMr or w Owner MBk, InsYallalion)
29151isthid MN[ SS tfl2
Auc?on niract er MaNing In IlaUOnl Phom NumUer
a-3qq?
WNNESOTA STATE BOAPD OF ELEGTpIGITY ThIIS INSPECTION PEOUEST WIIL NOT
GrlyqaMltlway Bltlg. - Aoom S173 8E FCCEPTED BV THE STqTE BOARD
tBZI Unherstty Ave-, SI. Paul. MN SStOC UNLE55 PROPER INSPECTION iEE IS
Vhone (617) 642-0800 ENCLOSED
,j1191 REOU?CT FOR ELECTRICAL INSPECTION t `.?"'?'u.4 eaoaam-oe
? See? ?r compleung firs krm on beck af yellow copy R yj.?PA?' ?
? 6`G 428 'X" Below Work Covered by Thfs Request ???
ew AQtl Rep . TypeofBUilding ApphancesWved EquipmeniWired
Home Range Temporary Service
Duplex Water Heacer Eleclnc Heating
Apt. Building Oryer Other (Specity)
Comm./Industrial Furnace
Farm Air Conditioner
Olhar (speCAy) Coniraclor§ Femarks ' O?
Inafialt DGA off-peaKsYa?e?r? -.,
Compute lnspecfion Fee Befow:
# Other Fee # ServiceEniranceSize Fee # Circuits/Feetlers Fee
Swimming Pool 0 to 200 Amps 0 l0 700 Amps
Ransformers Above 200 _ Amps AAmps
Si9p5 Inapectorg Use Onry TAL
Irrigation Booms O
Special Inspection
Alarm/Communication THIS INSTALLATION MAV BE ORDE ISCONNECTED IF NOT
Other Fee COMPLETED WiTHIN 18 MONTHS.
I, the Electrical Inspector, hereby Rough-in oare
certify that the above inspection has
been made. Finel - Date
.?
OFPICE USE ONLY
TM1a repuesl vOW 18 monN5lrom
;IV E ?T? F
0 4 199g
ON-SITE SEWAGE TREATMENT SYSTEM - INSPECTIO
Applicmt and Pecmit #: / I?e°flnspcchon. l
1 4?titikY .?/S !(J/A ??W ? / RM S "' ?'.t
Percel ID; ?-
Municipeli ownship: _?,Xje/
HouseTYPe:0?1 IQ
Y a arBWroom,,
= # ofPotentia? Bedooms
Solid Pwnp in Basement yey6i)
ReservaArea: Yes No
(1 aoit baiog mm.
`--? Numba of 3eptic Tank.c
S
f? CaoRac4ne? (sxevs for ac(31 N)
(3000 9/Prb1F diVuuwua w,n)
?? Tota1 Tank Capacity
Tank Manufacturn-
,0& z4 k/ilrP
_?r_5 Liquid DePth (30" min.)
TealC DiIDeosions (W x L z D):
-aX 6 X?-
/ 1lSoiigorings(qmin)
/,? Depth to Reshiction
(?)
T: Mottling drock Wata Table
blwsellRating(3'belowwilaMa?iK ).
j-- Y
PUMPinB Taok??lNo
( -2 CePacity
Pump 3ize & Madel:
Alerm Yes No Type: Light/Sound
= Filter
_ TankLevel
? Watertight ConstrucHon
_ # Perc Test (2 mm,)
__ Avaage Petc gate
(MPl)
?lcceptaace Rstc
(s4 B?BA?
Tank Cover (20^ Mm.)
Cover Secued:(fes?b No
Inlet Baflle (6" below
timuia-i° abuve;olx ao?w)
? Outlet BatDe (5^ above
luNid mrface)
? OULIOI S Ml[1. Z" bejOW
Inlet
Tnspection Pipes (3 mio.4^
nlim)
OccuPied Buildiogs:
?OO S (10') 20 ? D (201)
Pioptily LIrtCS (10•):
S?ZO 'D
Well (50' or 100,);
ASa' S ?-o 'D
Huried Wata Pressure Pipes (1Q'Y
\j /o / S io D
Recrm4on & Tributsry (75'):
>i 3 17r?
All Othas Except Rec. & Trib. (15o,):
S, -7J' S ?'n
?? _:. ..
• • ; .: . . DROP80X
Material: Cancrete Plastic _.rlnlettnvcrtsn^,?,,.M
4- Box is Level mwd kNat)
Drop Bmt Mode1/Make: -!X- Pipe to Drop Box OuBet 7nverGa (a^ a6ave
rtie, 2? 4: (wpemated) , noor)
?
Watertight Con.situction Pipe Connectian --1 Serial Distnbution
? r
/sG?°u
Dishibution Gravi? Pressnre t'.
.
`- Gravelless System
-' (6- mim skkw
Type: Geotex / Chamber
=Diemeta ofPipe
Manufacturer
? Rack Over Pipe (2^)
4
? RockUnderPipa
(6"-24')
*2- Rock is Covered (witp
GeoteNOC)
L size orwashea xocx
(3i4°-z1n-)
. y
rrencn widtn
(18°-3s)
e,
? Soi! Over La}ereb
(s"-36-)
d/
2 a rrnal rrenc, nept,
(48" max)
4
Battom oerrench to
Wata Table or gedrock
! NumberofLabmlal$
i
?S I&CIRt r-srhs
(100' mu)
/
/n Iaterat Spac;ng
p• oacemerPxhff-)
T? Sq. Ft Trmch
'z Slope ofPipe
Site Drawing;
?
DesiSner_ fi/55e?5
Installer: _ ?-cG ?Jt / f' `4 pW
SCALE;
APPrm?o
Signature;
T
v DR gL ? 2 CITY USE ONLY RECEIPT #: 1 I? I V
? ? p'fSUBD. RECEIPT DATE: -al
PERMIT # I
1999 PLUMB1Nfi PEiMIT (ii£SIDENTIAL)
CTl'Y OF E1fiAN
• S$SO P1LOT KNOB RD
ERfiAN, MN 55122
(651)6$1-4675
Please complete for: ? single family dwellings
> townhomes and condos when permits are required for each unit
? backflow preventer for underground sprinkier system
FIXTURES
EACH #
TOTAL
Bath tub $ 3.00 x = $
Floor drain 3.00 x = $
Gas i in outlet ' minimum - 1 3.00 x = $
Hot tub/s a 3.00 x = $
Kitchen sink 3.00 x $
Laund tra 3.00 x = $
Lavator 3.00 x - $
Minimum fee alterations to existin dwellin 30.00 x = $
Private Dis osal S stem new/refurbished ' re uires MPC iic. 75.00 x = $ 75'?3
Private Dis osal S stem abandonment 30.00 x - $
RPZ new installation/re air 30.00 x = $
R h o enin 1.50 x = $
$hower 3.00 x = $
llnder raund s rinkler if dwellin is under construction 3.00 x - $
Under round s rinkler if existin dwellin 30.00 x - $
Water closet 3.00 x = $
Water heater 3.00 x = $
Water softener If dwelling under construction 5.00 x = $
Water softener if existin dwellin 30.00 x = $
Water turnaround 30.00 x ---- _ $
State Surchar e 50 --> ----> -?--> $ 50
Total --? -? ----> °..> $ 7 .
Reminder: Call for inspections of alterations, i.e. water heaters, water softeners, etc.
----------------------------------- -- - -------------------------
-
-
- is correct, and agree to wmply with all applicable City of Eagan ordinances.
I hereby acknowledge that-I have read this applicaGon, sfate that the inform-- -ation-
It is Ne applicanCs responsi6tlity to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its
normal operational and maintenance activiGes to the facili4es constructed ynder thisRe"within City property/right-of-way/easement.
SITE ADDRESS:
OWNER NAME:.
INSTALLER NAME: 5;??s , . ":'/? , Co •
STREET ADDRESS:
5-r-°
TELEPHONE #:
(AREA CODE)
TELEPHONE#.65- /- r- Y
(AREA CODE)
CITY: STATE: ZIP:f-$7J25/
-?
SIGNAT OF PERMITTEE
t +
Minnesota Pollution Control Agency
Individuel Sewage Trestment Systems Program
Hac Issued
Jerome E. Sauber, D.R.P.
Sauber Plumbing & Heating Co.
Installer
Expires: 3-31-00 License #317
MPCA INFORMATION: 1-8011-657-3864
ISTS LICENStNG: (651) 296-7309
MinnesJta Pollution Control Agency
!?C Indivldual Sewage TreaWent Systema Program
Has Lssuea
Jerome E. Sauber, D.R.P.
Sauber Plumbing 8 Heating Co.
Dasignerll
Expires: 3-31-00 License #317
MPCA INFORMATION: 1-800-657-3864
ISTS LICENSING: (651) 296-7309
?
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i?4 P C A C? E RT l
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VG.IVtDUAL SGWAGE TIZEATMEN'C SYSTEM WORKSHEET
pav%d rYl(&c1;n
Na.ue ?? ?3?U?slrr?lY?, FLOW ?f'p?9eH?ils Rd I 1'slm?a?edSenageP1 uir..in(ielion,p;r?:.•.
1 g?? 1
A. F,cim,a•d oCX , gPd H t{5N •(az44
gPd M `612-z6NLl
SEI'fIC'I'ANK VOLUME
l? _ ??e?,? (Tod 4Z6''0gallons
ILS (4ile ev"11L at n data)
C. ll: ,?th n? rctn. tint; IaYCr =---?- fcct
D. ?Id\ilillllll tSE'?7PI1 UI S}'tiIE'lII C-.3 II ?,'g [l`BY '
G. Te?turr_5.'t-.14'irculationrate Zu MPI
NIIII1tYf
(1I
3
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i
b
7
N
TRGN'C4113aTTOVt AREA
ti. Ior trenche< icilh 6 inches u( rock below the pipe:
^• \ F 4.ciLL1 r 1_0 _/t!-Z-sq ft of bottom area
f Por trenches ieith ] 2 inches of rock below the pipe:
1\ P\ O.ti= N _.s1).R=_Sqfto(bottomarea
1. Por trrnrhr? 1% ith IS inches ot rock brlow the pipc:
.-'', \ I \ i. on = x--- x(1.GG = sq ft of bcrttom arca
k: l.,; t.rnLhe, with °_:l inchcs ut rock 6cluw thc pipc:
\\ P?nh-_x_sQG=_sqftofbottomarra
BED I30TI'OM AREA
.oc•??.i,?'.,,•ds wiih (i or 12 inches of rock Uclow thc pipc;
[ = 1.5 \ ?oct _ x !c4_7 =15 ?76a1 tt of bottom arca
I(OCI< VULU11-1G IN CU [•-I'
\f. Rork depth bcluw distribution pipe plus QS fnut times bottum ama:
\t =Ruck depth +6 inchcs x Area (H,I,I,L,K)
+ 0.5 ft) x ucZ= /'2LU ft
ROCi< VOLUML IN CU YDS
\. \'ulianc in cu ft ilividcd by 2i
\t r 37 = cu ydSe?SfLY 27 = 3?, cu yd?
ROCK WEIGIIT
C1. Cubic t•ird< times 1.4 = tons
\r1:1=t(iii5 3-1 x1:2lins
SYSTLM LG[VGTH
P ??leit trench wiildh _ -3 tt
Q. (?o-idc bnttom arca bv tronch width: (H, I, J, oc K) "' P=
lute,il lcet
_310int,t r«i
,?L Gr??crlles; Dcsikn
li) p;pc. 2 for H" pipc.width nf thc C]1ainUcr )
x___ _ _ __ fcct
LAWIV ARGA
i:. ?cicl t hlnch ccntrr to rrnlcr =_ Ecct
> \iultir+k trcnch >P,icing bV linra: leet R -aI0 = sq ft of ]awn aren
i?i. a?L = i• IItiCI ft
LAYOU"C (Use othcr sidc)
--
fcct.
E,rr;uiont pniporh' houndarius, riglit-ot-way, casemcnts.
?•It"kX 10tatiu11 u[ liuu,c, t;arogc, drivewaiv, and .ill othcr
nnpn,% ent<?nt,, cxi<ting ur proposcd
k. Inca!inn nnd laYuut uf scwagc lrcatinent systcm.
7;. ?iioi+' locahutt ul water supplY well.
-. Di;:irn:ion ,ilI ,rt b:icks and separation distances.
P\'?L:I I??L'II I\'?t'III ?'.fC
'tixi I.tiu
JSi] :IA
I _IS
([l0 I 375 ]N, ,
.rJu:
750 450 ? y
'NX1 I 5'_S ' 7?.t?i
I(11(1 Rl%1 Ilnr
CUIf 675 4rt. , M
i .ol1nna.
seprirra„k capatio
Nwu6ci „1
tifinuumr.LiymJ ? --
I.iywd..y,.:??n
Ncdcuouu Ca1111-m
? ol Ic.,s 74(1
--
Jur4 11xin I
s„rn 1101)
7. s m Li iuou _o.,
Sail Chnrwrhrinlies and Ite??uireJ .trr.?.
fur Sewa •c 7rcatrurnl
I4n?dnu..n6aaio •r?.?.
nm.,.?...?.,??,.i? ;"er,......
I?i.mi thnn ?1.1 • l'??a,c •..:nJ I .
U 1 tn? S?iN ,•
llle?i Pwe].:uJ'• '
li m.15 \ih L?eni ? •
:e u, td, 4-14? i,..?, ? I -
51o-u tlun 60"" fi.,
• Swlea?nunehr,<...???m,i.?,n.i
'\ l Lninp 1DY w murc ul ?bi.r ..nJL
pIw,.w rnc und
... l wflL Inu L,gb.i h? rn?.c. .i.l r, r
1n11.,u,?????ld.l„?„,,,??Abd,?.???e.,?e ;. .??
G inclies= 0% Reduction*
12 inches= 20% Rcduction
18 II1Chf5= 34% Reduction
24 iuches= 40°a Reduction
¢ sizing for gravelless trenclt
obnc
c,... f
? p.p,.
Rl?ck
I8-36;' Wi.llh
K,SITE RTCQ2J7PEA3VM ItTo r,n;['Y,0.r,t,[a.^. •^.f+h-.^>nit intt,r ?.rairKi:l: araaic 3:;Oi7•°?:, r',^.?::y ,E'hr
kn-Airicietd kefl cst 0 r{i aii'Zp;Irric Orr"4,r? may r,fi!v?i???"
:L•ninfielleiteixregyirti3(niteownzr willpvuvidraegvxutiu3iandtiuaintenaluz
as eoon ea poseibie; donnanc seea`if nee6ed -1'tilutiiiciea muet he rrnyted aroiu'tdcne eepiic epecesn.
. Tlll5 ECy'itC 'oiiC ii?URt ROt vtE' d19tLYC"l2.i. PqO I_6'e i"IiCFiC?i3 fI:1tCC:?l( dL? j13ii?bFe. @f;k.) rRLi h£,' .irQi C a
25FetR UCtkiepeupouedeite.L'qr'uu;clee++ul;tiwJ?o:Wt?„c?iw,vltl,rexidtuag fnrrufmunr careFulnLLrzjuuu
rrniar be nnid to ihe eent'te pite, Faitire to rn.mpiv vji}h er.ptir. srtbnck rrqt7)rcmnntn will raimr thip aife rn
ue cViiuaiiuleii n .""' '• _ -? _ r ? _ . . . _, . .. _
?uij? auea ?tni,e nq?iu' c?i.ee wiii auu a eigi+wCa u. Gun'e. ICiu nune i.G,uuo =+a ??e?4
Pdo compaction oE Yi1e sail m the drain[ieiti area ia eiiowed ottote or efcer eonsrruction 4 icecp atl [raiiic
nff titn ). FPtlrlttg nCrI"OYP.rt1T1g :•G(he r!•roinfte.lt! arr.i PRIi.`R TfS THF, TS9?mTr_ n-7 -r;?.rc
r`r.TtivIIl', 3ca?ii?(b??Jdi1???f'ui0 `wai?iiiaiusit???,:niiui+?4+ul??SawlAl@IG13U}I14V?IR9VViiOnj??bbiui?.o:.:
ber?manetrtlyme?r.±smerl.Af!„U'1'JI.,Cf?1n,,lft?i•uv}rr?rnNC7P.l24rir?ny?r.t'1?CR2FR .
J. ido e2rUage disyo?al allc?wecL
?4yr?,?? ??„i?t, n a?kr7ielana! septir. ranl: mit?vr »r nr7?3ed +E a a„±$.±;;? ?tiR;;n?:! i=_s 7•t?lFd. :
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Flir 5 f)[f?771 hq TYw uA=2}TA?wTlla V Ci riT=Tr, T?iCT67 T feTf('iAT f'(jwl'{'A @r"+i'i .P h.}T, (.
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f. RC,'LF$;I}nI2dT., fiawjz, AirTii.tsC:ni.
A7fii:,45rti?l ??ntYa,Tg fywiYfsirs7? 5'tVP7Y7 nQRf1 a1??•t:• lU
.
Y£?.i?tf?°[rJC`c?Nt`l?lriu`I"T???3.rNmr:"?LaYrt`a7'[r'4?vC['?? P.?`l2???In:R:tc.rx*?,ys.t7fR.
iAYYt51L1?liSUtLiJCii? iiua.Uulcy
,9r-I% Fn»=4: -vp-Mit-Vn.2E?.h:c'FO*lhRE .rnrrw•a-MM rnrsI?F'?'Pp-??3FEi?e%T ttF'4r,'
--------- - ---
iii -- -_,. - -- -- -
.._. _......_.__......: -.-----
u.+.??-rr?iaiiiiCii.. iitiijL.ivi:?i.ib Y :yi?piw:.i.i
=F'_"??&2l.?'}k@-?C?+H! ?1.iiG1?c:!:1,Z1 ?Rnnt}?V. C:licTc nrvL1F'tL2T?CsEF????T?.2vvs
-----
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SIGNATf]RE 'EfJ BE VkI,II]1
A? Welt wi116e upgFaded to meet neUzack standorrk nf 500. by a r,e;c+.ifeed arell contractor, A,:tual
rnininnyn diet:,ff3ce Frrlf-r? wa1i ti+ihe etceeat point r,Frhe tkriintiFla ia ( SZ )T?P Hnrnp o+ener ie rF!?
[O91'UViqe yjy WCil f19[eJ1Cl'Cqtl? tq(l1 ?'eFiqyrjpjyle i?+2-wqF! I{Dlt"`SUrtl..
Y v
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e c.?
•,b ck?=?11 00
'CoC-k
m'w\i rriUm o ? 1?
lncj\&s C)Uzy- Cac-k
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o?q 1 a,sf
- 1 r?ch.es
?'ed r5ir I?e.?ey- or y" 1?v or
?/`? 111C??'1 ?a c?,?cL ? hc?''1 C? !z_ ) I
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r^?. y I' j('!_)
S
_r• ? ?l(b'??C '. 41 + L ??- ? .
.?trllC?
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i
Cest hole location f?ft;l;?i n `.Ytf(???4ctP.????ffS li?f Hole numUer • ?? -
)ata tcet' hole wan prepaXed 1? T,/Ty 77 DepL•h of hoJ.e botCOm, /? inches_
)±ane[er of hole, inches,
3oil data from tcst hole: Uepth, incheu Soil textule
1:v-el?
dethod of scratchinq sidewnll_ (,r.?',•i,.,, -i?•?,
)epth o: pea-sized gravc7, in boteom of lio7.c, Q inches. )ate and hotr of initial water f111ing
)epth a_' initial uatcr filling, inclies aUove holc bottom.
iethod used to aaintain ae lea3t 12 ifnches of- water depth in hole for 1t ].cast
i hcurs _ r?,?.+i? -Sn?.?-.:_.. r.?t ,n•.-+\ .
?e:colation test readings made by CPOn)? LC ISAC'I ,"ik r`7"l iC }.,e-:;Ion
r??J•t'?`"i'1 starting nE C?c-,?? hfaximum wnCer depth aUove hole bottoca
(date) . F??• ,
3uring [est, 9?inches, ? Tine Percolation ' .
Tiae Interval,
Minu[es Measurement,
inche3 Drop in water
Zevcl, inchea rntc, -.
minuCes per
inch -Remurks
t,,
' • ?
=l
Z o ?
%Yc? ? ?? 7 n
y va ?.
I OO J (
r,'I l: ?
?
?
I I ?
?
?ercola:ion rate = /0
ri{nutes per ittch.
?
---? _,?.._._.__......_.
t hol? lacativa NnAit\ ?,Rrn?rtce fj1(If ??-I Ho].e ntuiiber
e iest hole wa3 preparcd 17 Depth o£ hola bottom,72 inchas.
Meter aE holr_, In inches. 1 dzca _`roa test ho].c:
?e?th, inchea Soi7. Cer,ture
; 7. SY1z 3?`f --
? ?
-?,svf<- v/0 .
i
:hod c_ ?cratch.inr, oldewall 1..??i..n -?r•r1? •
,eh o` _ ca-sized
p Eravcl in bottom oL' holc, inchcs.' • . /-
.e a^d haur nf initial water Eilling ?)C ;'('?x\,•. r'1? J. .?
? ?1
-th e= a tial water f.illi.ng, S{-inclics aUove hole bottom.
:hod used to =aintzin ?e leaat 12 i.nchc:c of water depth in tio7.e for at least '.
;cc_s - J?I en..,-.\
ce'_zt_on tc,t readi.n;;s nade by
•a.m.
starCl.nE ?t
(Zatc)
'=°E; te- t. ?i ?' incY?es.
!.cl .•l??'.i?.?F?s on
,
MaxJ.mum water depeh• above hole boccom
. '
a^cQ
Interval,
??inuCr?
24casurcmenC,
inCt1E2
Drop in water
ZCVCl, i11Cl1Cs Pcrcolntion
ratc,
ir,j.nLLtC'9 ]7CY inch
•Remnrka
a7 !? ? ` / ) _
? d I r `
-
/U ? 7 G I Z.-.-`• .
?-?, I
7r1 `?
I ?j r)
I 5
? I
? J I
-?'-• _ t
I
I
?
1 '
.
i 1
i
1
I "_
'-?--...?n-?....--•?n
?..?
L?? rnrv...iwa
e.?a?...._____
co?ay:.c:, Lc ?(? a ._,? ?1 1'.liTiUtC9 ncT l.ilCtl.
s: iiole location ??I`.n(,itl l;YY Pi?t,iCIC 1l?lis ?? f llole numbar ---} ' ••
te Cest holr_ va9 prr,pared /q Depth of hale bottom,inches.
.a=eter of nolc, ?n inclle?. . •
'ildata fron test lialc: ?ePr`i, inchcs
i/
So11 L'exturc/ n
' ! f1C.•. l .I es?n'r.'C.? ?? 1ir1%- 'Y? /
1 I ?l19(lLI /?C.}JY1 __- ?! K ?? /KJ
.
,
?
:thod e_° sc;atchin;
pch of pen-sized gravcl in bottom of hole, inches. •
:te ar,c hcv: o_° inicial watcr fi111i1g DC7 :p[h cf lnitial wnter f1111nE. 45-1z inchcu aUovc hole bocrom.
•thod used [o aaincatn ne'1east 12 inchea of water Elephh in hv7.e for ar'7.envc
::ours ?l. .1 n -
:_eolat'_o? ces_ reading? nade Uy PGn?t l:ciSA .'??G;ir^?IC }?yrn?l?l?e•. o?
-_"- ?
qtarting ciC c-??_a'm' , Mzx•lmutz wnCex deyCh above hole Uotto=
.
(dace) --- M.
tcs:. indien. ' ' . - .
.---
_..t^-^:al,
Xeasuremcnt,
llrop in water
].eve1, i:icheq Pcrcolatioa
rnL'e,
ininutes per
inch ' .
'Remnrka
f a7l? ? %?)
- ef f __- -
-
ZD ? Fr
DL?r1 I ?? J /Cl
OG? I ?i Yt
?
?
?
il
I
1
l- .
i ?
? - ?
, ----
;iC0:2tiC: :ate >I _ ?(- i rlinute? per inch.
.st nola location ?1n?ilL l';(t?n??+?rrf?S 'c-?__ tLOle number •?
.te test hale was prepared J?'j ,'r77 , Depth of hvle bottom, /Z inchcs.
.anetc_ o_` holn, IP i[ICIlC3. ,
)il da:a fton tcac holc: .
Depth, inc:ics Soil texture
?`?C ?_1?LY.L? •
?'?'? ?,,?•.rr\ \r`u??.rv1 7?S"YR,i??'
:thod o` sc.atching sidewnlJ,_,-Ar„
:p.h o_` rea-sized Eravel in Uottom oE hole, ?Q_ inches.
ite ar.? houz of J.nl.tial water filling Cl
:Pth c-? '_ -Litial water ft2ling, lnchei uUove hule 6ottom.
:thoc csed to cair.taLn atleant 12 inches of water, depth in hole for at least j?
4:ours 4.11"'1 - M, n ^•\ ' .
test read_ngs made bY ?fGn?c
starting nt C.???;y
?date) - ?`?•'-my
M. , hfaximum water dept3i above hole bottcm
. ? .
i:ing .est. ?7" L,
inehes.
? . • - .
T'_nc
Inte-vpl,
:;'nutca
f[ezsurement,
inches
AroP 3.n water
level, inr.he? Percolntivn
rctr.n,
minutes per
incti ' .
ftemntks
J > ? ?' • ? ji-
}v?
!.f`
'y?o ? .
l.s
Oc]6
?
?
(
i
?
?
'
I
Il
?
?
-
L
----------
?? .
j
-
-----
-- --____
?
.1.Lv•?.?:?Q.? id?L u ?.1
2iinuL•es prl inc1.i.
?
_... __ , ... _..._....
.._ ,
Location or Prvject P?r] ; yi ( F! r?i'ctir??' 1-i:ll.i A:1 .
Borln s nade b
8 Y Date
\' 2, •
Classification Systezi: AA5H0 ; USP,A-SCS Unif.ied ; other
Auger used (checlc two) : Aand or Power ?`; P11ghL• _, or Buclcet _; ot;.er _
Depch, Boring numUer Ir-) f
411
feec
Su:face
?
elevation /e.?p?
o
?
<?r '- ,
2 _
?
Depth, Borinr number ! 1) ;:.
Surface elevatlon % `/ `
feet
0
i.. ! .:
Z
3 -
4 ?
'?•? . :,r? ?i'??%iz/',?jy'
5 - `?
6 _ :,:'',? _ ?•,• o?1-t l cj _
7 -
a-
End of boring at L? fect.
Standing water table:
E-resent at fcet of deptIi,
hours after boring.
Vot nresent in boring hole
".ottled soil:
Observed aC Lj fcet of depl•h.
\ct cresent i.n boring holc
0',75c!^vaCi015 aad CO*.."'1CriCG:
3- L
q 33-
5-
6
7 -
a -
1°nd of Uoring nt •t feet.
Standing water tablc:
Present at feet of depth,
hours aftcr boring.
NoC pre.enC j.ll borlng holc
FiottJ.ed so11.:
y
Obsezved ar. ?iect, of depth.
ldot present ln boring hole
Obse7valler.s .,nd comments:
. )
Loca?icn ?r ?rojecc _?t-`a?lYl l R?^f`m1' /-???? '. '- ' -.
J ?
3or_ng5 ,:ade by (11C`VSFc? Dat•e ?.} '-
Class_ficet_cn 5ysten: t1ASIi0 ; USDA-SCS ; Unified. other
?er usec (ch_c:; t:ao) : llamd 017 Pocier F].ighc or llucl:ef: _ othe= _ Depca, Boring numucx 03 , Deptlt, Doting number '? -• -
`eet Scrfzce elevation in Surface elevaLion -
L•eet 0
i -
z-
3 -
u -
5 -
6 -
7 -
8 -
l.? )
?
i
E.^.d of boring at feet.
Stanc'iag water table:
:?I-esent 2t feet of depCh,
haura aftcr boring.
2,ot oresenc :n boriny, hole ,
?? ?
/`?„' ?.? '?,?lit': ;•: li . ,' ' Sr;..<<..i
.-- i
1.. ?S?% ,
z --
C?V
3 -
4 - i
„
00 ?j-???::
5 - 5unG1?
6
7 -
8 -
?
End of boring at j? feet.
Standinp, wa::er l-aUle:, .
1'r.esent at fe(at ox denth,
_ hours after iiari.ng.
:iot p:esent in borinF hole
"ottlee4 soi1: . )•foCtJ.ed ^,0!1:
r?
Observed ,: L1•? fcet of depl'h. Ob;cxvcct :ic ??tifcr_t_oi depC'.i.
''C: pr^sen: in horinF ho7.c 1'IoL• pr,cmCnL iit boring liolc DbSL_^.*dtiCilS a1d COffw^ICIItS: O'U'Ji:N11:iCi1S :R[t CUmti,(:IlCS.
?J
Lacat:.or. o: Project
?
Barines Tnade by I-Y'(-- /\k ? 1t`'iS?,i ? Date ,1,'-I? -
Clzssi:icaLlOn Systea: MSHD iJSDA-SCS Unlfied, oC?er -
nufie: L'?cc (cnecl: two): lIand `, m• Pnwcr _./; rlighl• _, ex Sucicec athcr
De?ti, Sorin; numbcr Depth, Soring numbcr A4n
Surface elevatian i:1
?ee_ ?? Surface elevation ',''7
0 I J ---
(
_ - ?
1V6 Z _ `U...?.-?.
4 _ ?r „ /
q6 - L` n db -7. Sy?L.`I
5'- rv,t,111cy- (r, o},
6 -
i -
8 -
End of boring aC LeeC.
Stzncing water table:
*?--'eser.t at feet of depth,
houra aitr.r borlnr.
:rot present ia boring itolc ,
Mottled sail:
Obse^ve3 at fecC ot depClt
\at or=sezt in Uoritig lialc
t'bSU=?-2=iCII; a.^.(1 CCIuIlCitif,:
fecC
0
/
3 -
L
4 i2
- ?
,
?
I r C S C. -. (,i
i?
6 r
7 -
.8 --
End of boring at feet.
Standi;?g v{ater CaSle:,
i'resent at: ' fent of dent; ,
iiours afCer borinZ.
tiot ptesent in bozinfi holc
hfoL-tled ;0!1:
Ob;rzved at Cfeet:.of: depth.
S.
ldol' prcrpnt in boxing hoJ.e:
Oboer.vaClens and comrtents:
PUMP SELECTiON T'itaCuULjtE
A. Determine pump capacity: ?
Grnviky I]islribufinn ?
1. \Sulimum susgesled is 20 Z:I?m
Z. \1.uimum suggcslc:d is 45 gjnui ly`
Pressurc DistiUution
3. a. Sa[ect nuiuber oE perforaled IaFarals {'
b. Select perforatiun spacinb = fc: ;.
C. Subtract 2 ft. from die rock Inyer len?,tli.
e:.G?...<<.?,xm-?Et.= tcit.
d. Detcrmvle the number of _paces bcttivicer pulcr.aiur.s.
Lensth pcrt. spacing _- It. =- Ff. = _ sA,aczs
c. spaces + 1 = p,.rforaLian,/ia.cral
f. \1ultiNl}• pcrforatiuns pcr latcral by :nnuUer uf :a,crals W
yct ta1a1 numUcr of pcrEoratians. M. = x pcrfocsiinu..
?• ,-.r =_.optn.
SE•LrC1'L•U I'Uh4i' C:aPl1C1'iY
B. Detenninc hcad requircr,icnlc:
1. Hlevation difFerence betwecn pump and po;nl oC disdcirgc.
2. If puinpul ; to a pressuze distribution systcm, five feet forprrssure
required at nivlifold if gravity systein, zero.
.::j feet tido
,.TI? ?
3. Frictionloss ` r;
a. L•nter friction loss table with gpm and pipc <iiameter. ?k> ..........
Rcad friction loss in fcet per 100 feet from taUle (F-14).
F-L. It./100 ft of piye
b. Deterrninc totul pipe length from puntp to disdiargc
point L-stimate by adding 25 pcrccnt to pipe length for filling
loss, or use a fitting loss chact (F-15_CVLl).
Equitmlent pipe lenglh -1.25 times pipe length =
I t+0 x1.25=I 'L ?-' feet
c Calculate total friction los's Uy multiplying
(riCtion luss in ft/100 ft by equivalent pipc lenglll.
Total inctlon Soss t x -'? +100 = '. 7 Cect
. Total ltead reqii:red is flic sum of elevation diffcrettce,
cpecial head requircmcnts, and total friction loss.
(l) (z) (sc)
TO'I'AL HEAD feet
licad Pcrtonhondtamattr
?
licrU (inches)
9? Y
t.r., osr, os3
?
1.5 0 69 0.9D
'L.OL O.SB I.0-1
11 ?:.N 1.0 fOPt Sii1& llUltiCi.
li Usl' 2 0 IL'CL fUI •UICItLRg elF2.
?:..,:m",t _ :.t.•?
runl p,pr lrngw
i
FlevnCi?n [:?tieren:e ,
Friction Lass in I'lastic Pipc
Nnminal
pipe dia.
?'?OW1?1lC ..
,
11
13
2
5
SP"'
20 2.47 0.73 0.11
25 3.73 1-11 016
30 5.23 1.:;-9 0 23
35 6.96 106 0.90
40 591 2.h4 U.39
45 11.07 3.25 UA8
50 1396 399 I Un3
rJJ 4.76 0 . n
60 5.60 o.s.>.
GS 6.i6 09=
70 7A+ 1 7.04
: . Pump selcction
1. A pump must br. selected to delivcr at least
a's gpm (5tep A) tvith at lcast ') 0 feet of total hcad (Step B).
cc C] ":ff]Ln.L ? V, r." 1.J "' 11
PRESSURE 17TSTRTL'U`l'I(_'N SYS'i'GIVI
r?
Select number ot pe:forated latcrals J
2 t
2_ Select perforation snacing = .ect.
3. 5ince pcrforations shoulLl nei b:. ;lus r tli.u-L 1 i'c. iu
the ed?e of the ro.:l: layer (se: ci;c;;,L,-:i;, s?i?,cacl2 it, ir??m
the rock layer Icrtgtil.
r.,?.i: i.,y,?r i?•„? m '" _ .. _..
'_. Detcrmine ihc nuuubC1' OI u,ii.CGS ILI,:i,:
Divide tho S.-"ii:,y ana rou.?d
dOiYR f0 T12:11'C'St WllOld i?L11itJL'_.
Len` lh erf. sPac:.rg it. :- _'1
P v sp r, c c s
. (3)
5 . 1Vutnber of perEorations is equ11 to one plus i11e number of
pcrforation spaccs .
spaces + 1 = 7 ;pextoraiioiis/lateral
6. Multiply perforations per lateral by number ot laterals to
gct total nuinbcr of pc_rforations.
lamrals x ycsts/(atcral- ?? ' ,Pcrforations.
1Jetc:rmine required flow rate Uy multiplying
number of perforations by flow per perforation
.7? Y`I _ f )
}.eds X S]'m/Pcrf - i n-., gPm.
8. If laterals are corulected to heacier pipe as shown on upper
example, to se:lect ininimurn required lateral diaineter; enter
table with perforation spacing and numUer of perforations
per lateral. Select miniinum diameter [nr
perforated lateral= _IA_ inches.
END PERFORATION OF A PERFGfLiTED LATERI
?cm:: [over
`,; `
--
' ? j--tat'er vl Geale.lile ra5nc !i,,
• I.?ti???r ???'.? V"ci ? .,-n 16)c' V! tX Ilpw CiYl1
, . . .?:?_w?jft ,,a0„,
Iti.a
W. coP fimr Eap
LI Leosl 12' 1o E
jrulc : I:IA i1c:Y:. ?. , q cf Rcu lo)er
% ?PCrto?ovonsLaeviea ?;
Llc.n Sana Layer ao?mm or Lmr.al
Or ;n:?l Soll Pmpnly SmnOeJ
Gclarc VWpiry S-eJ Laver
ri,.?.i ?I %„•-^?-? I, , .
u.?u
I.nA 0.j6 I 0-74
z.ov 0.80 ; 1.04
a. Us-e far sn?;le (nm?iv lmme±
6. U:.c !ur all uthcr a?plun huny
12nxioiivn riuenUer of qiia:rer incki per(orations
Inter.11 to giumantee < lU'b d3scharge v.viaric
Pcrforahon
Spaang
cravt>
13 ? ly
2
2.5 1.4 ? 7.8 25
3.0 13 ; "17 26
3.3 12 I 16 25
4.0 11 ? 15 23
5.0 10 ' 14 ? 22
r.wnrui_n i.ocu¢ >. ;ua o= m:i
-, ° _?'.?°"" ? ?i ".. ?•t??.r.?:'°'
<rss' .cT?
Ln i M vCnFGMI['J -C V 1.3 f:?
oN[SiW! NS?P Vu•.Ow ? y?.nJ
C?
If perEorated lateral system is attac.hed to manifold pipe near
the center, kower diagram, perforated lateral length and
number of perforztions per lateral wiil be approximately one
half of that in step S. [Jsinb thesc valucs, sclect mininutm
diameter for perForated lateral= 7'° inches.
l;
?;?„V?..M1iT?? "W:?`,: ?rr+?.-?• '???
Z.d
•?. ..r? ? ?.... ?..r
, µ?.N'!c
DAKOTA COUNTY MINIMUM
SEPTIC TANK REQUIREMENTS IN GALLONS
Number of Minimuro Minimum Liquid Minimum Liquid Capacity with
Bedrooms Liquid Capacity wit6 Garbage Disposal AND
Capacity Garbage Disposal Basement Sewage Lift
2 1125* 1125* 1500*
(750) (iias*) (isoo*)
3 or 4 1500* 1500* 2000*
(751) (1500*) (2000*)
5 or 6 2250* 2250* 3000*
(1500) (2250*) (3000*)
7, 8, or 9 3000* 3000* 4000*
(2000) (3000*) (4000*)
* Multiple Compartments or Multiple Tanks
Minnesota Rules 7080 requirements in () for reference and comparison
Multiple Compartment Tanks are required to have a code maintenance 6ole (man-
hole) Por each comaartment.
Desiguers aud installers should inform hame owners of the need to 6ave ail
compartments pumped. As-buiit drawings should also reference this. Homeowners
need to be able to }ucate all maintertaQee holes for the pumpers.
Designers are required to state the correct Dakota County tank sizing Eor
replacement and upgrades.
It is highly recommended that property transFer complianceinspectious indicate
whetlier the sept3c tank capacity meets the above standard. The buyer wou1J then
tre informet} of t6e Qeed for adt3itioaat septic tank capatity : equirecicnts trefora
ttddiag a garbage dispasal, basement sewage IiCt, etc.
Questions regart}ing these items may be d'ereeYed ts yonr }ocal Muaicipal Sewage
System Inspector.
O:\deptle?ugral\walmlmrseca p
. ?
.. ' .
,a
BEISSEL'S EXCAVATING
From: Frank Beissef
'469-4054/5363/#ax4018 ` . ; .. . _
- --- - ---- --- ? ,?
,,
li(OO,
I:'VT`iIVFT'JUAL SEWAGE TIZEATMEN'T SYSTEM WORKSHEET
+ l`?A?? c1 fYl?cl?n
NoWe i? 3?z11?
FLOw (?,t-l1Ils
A. ?
Fstimated 9?7(, _KPd H N5N-"4LI
measured x 1.5= gpd /-4 tfjZ_Z&yQ
SEPTIC TANK VOLUME
S f -)Ccz' gallons
16' ?' wM C6 GM? ?
SSCiLS (?ite evaluation data)
C Depth to restncting laycr =_ y L feet
D. VIaxmluin depth of system C- 3 ft feet
E.
P Texture 1",?Percolation rate Zv MPI
SSE h ro ,q [t/gpd
C: jlonr N
TRENCH BOTTOM AIZEA
H. Por trenche? with 6 utches of rock below tlie pipe:
A a F =Cct__ x??L ) _//x--sq ft of buttom area
L For trenches with 72 inches of rock below the pipe:
.A x F x 0.8 = x__ x 0$ __ sq ft of bottom area
r Far trenehes with 14 inches oI rock bclow the pipe:
.-1\ Fx 0.60 = x x0.66=_sq(lofbottomarea
K. Foi trenches irith 24 inches of rock below the pipe:
aaPx 06= x_x0.6=_sqftoEbokromarea
BED IiOTTOM AREA
L Fa seepage 6eds with 6 or 12 inches of rock beLow the pipe;
1.5 x A x F=1.5xbtc x/,j_T - 1.r06Iq ft ofbottomarea
ROCK VOLUME IN CU I'I'
VI Kock depth below distribution pipe plos 0 5 fooe times bottom area
n-i =12ock depth + 6 inches x Acea (H,I,J,L,K)
(? + 0.5 ft) x /cez = ?rLZ ft
AOCK VOLUME IN CU YDS
N. Volume in cu ft divided by 27
M= 27 - cu ydv?Cz-r 27 = 37 cu yds
ROCK WEIGHT
0. Cubic yards times 1.4 = tons
N x 1 4= tons 37 x 1.4 = i Z tons
SYSTEM LENGTH
P. Select trench width = -3 ft
Q. D[% ide bottom area by trench width: (H, I, J, or K) + P=
lineal feet
1c:j$--linealfeet
Ql. Gra?clless Design
Ax F - ( 3 for 10 pipe, 2 for 8" pipc, width of tho Chamber )
x - feet
LAWN AREA
tielec: trench spactng, center to center =_ feet
S. AIulhph- trench spacmg by lmeal feet R x Q= sq ft of tawn area
=33Lsqft
LAYOUT (Use other side)
i ?o!ect an appiopriate scale; onc ?quarc =,.? _ feet.
'-?hoir pei tinent properYy boundaries, right-of-way, easements.
? Sho?? location of housq garage, driveway, and all other
unptovements, existing or proposed
4. Shrnw locahnn azid layout of sewage treahnent system.
? Show location of water supply well.
6. Dimensinn all set backs and separation distances.
Estutuied Sewage Flows m Gallam per da% 1
(? d) I
Nmnlx:1 "1yjk-1 Ty ? ? Tv?z lII 'I T?x
3eUrouim i ? too 'zs iso 605, '
450 300 2?S
600 o(rhe
750 450 244 ? zil°,,i I
<xx) ;z; ?11 2
? Il,
T
w I
ioso
et?n
70 i
?
ii
l_a? 67s w?
I COIJaTR ?
Scplic'Pank Capaciticti (in gallons)
umbcrot
hiu m
uumGywtl f
u
Gyndcap?pullli
Bed?ooms Cepant) ?nr6agcci?po?al
zof i,.s 750 i i zs
s o, a iaoo i;nn
S o[ 6 1500
_>u
'
7 8 ro 9 2000 :bn0
Soil Chnraclcrivlics anJ RcqmrcJ:lrcas
for timva Le Trenlmenf
YcicolauonRa?em Syuu?
IO'n sod i"w,. 0"1_:.u,O
imru a.,
r.,zii,' al"'i a i, coa„r s.",e
OIloS SanJ OL;
0 1 0o5 r-1111 e,od -- ie;
G m IS Snudv Inam I]-1
IG in 10 1 ouin I e]
31 inJS SJiLnem '_uo
4Gw60 CLryIn.m _lp
Slowerthmi60"" Cley ..--
' Sml ion cuarm (nnewag. v.auuart
I4c vyeminv for idpi0l> Iwim, ?nl?
" tioJ hevmc SOk n, mmc ot !inc ,auJ
plus vuy imc sanol
•• `Sail wrth too hiFh a pcrcenia€: of._L% mi
imLWlaiOon oF nn mgrounA sunderd ..,?smm
6:inches= 0% Reduction*
12 inches= 20% Reduction
18inches= 34% Reduction
24.inches= 40% Reduction
*•sizing for gravelless trench
Gcotextile Fabnc
I ?'RockCm er
4" ID<t. P,fsQ
6-24" Rock
3/4-2 1/2"
1836" Width
Z.
Ind'rvicluat 3ewage 2]xntmenv 33atr.m Wockstu! ,M.
Eiome ownpr: David Madixt
?'3r rtaBa?r7Tit?hTtma'
3ite Eveluator, Frank Be iesel
Beiaeel's Excavdiag 23750 Pillsbuny Iskevitle. NIld, $5044
pnbne( 6; 17'46"363; a63"-ab9a; sfs 469401 &"
A Estimated 600 spd for a a bedroom howse. F3riscing strucaae oWyrequiree nso gpdper
state codes 1040.
B. 2 1000 gailon septic tank will be inatalled ff Elevatione of houae aewer outtet are ahove
houae drainfie(d elevation(eite gieri ewvey) garity distribution may be poseibte for mein flew ( no )
level and upeteiro( ), e and base.meM ( ), If a sewer lift is needed a pvrm tank in series wifh a!
YcA ).. 9 nlm chmribn - M=; and elmm wi(1 be needed for aitE I{a gerbege dieposai is sdded in tfie
house an additionsl aeptic tenlE (i OOOgaI) must be inatalled(NOT PI.P,NNID OR RECOMldFNDED) P,IS
tetilcs will be muuf'actxed firgin cQnctste WiYh etesi rsitsforeusssnt
C. Depth to reahicting soil laycr ( 4) ft in.pnmery aite, depth to reetrieEing aoillayer in expmsion
site #1 ie( 3.6 )$ and in attematesite # 2 ie ( 3 ) ft The rnsxirnm of #rench eaccavazion depth is(
12 ) inches in thn primery ailr.. ( s.:e cpse section fpr c
The soil ia the primery.eite carmist, of aendv Ioem tapsoiS,( ).1Tie eitemete site hes
m?ia?y ( ).
D ihe !EVerAgc per,o[atian rnAa for tkie dnainfielA sicc is ( 20 .'hApi with the $l8beat percoldian raze (
20")Mpi. Tiib percei3tithraze forft alwnetE sitE ic ( 20" } tripi '
E. The soit sizin$ faNAr oF ( 1.57 ) S d c-'r? r ? ? I^zta g_ ? a«. «?.- _ .,.?. i•-- ??e?` . ?-?e_.i3Sr5 f4_.,.
..
j' 7'.annF hnh4run o.co in ?j nn? ?,4 ?7 y' ( ?i5 fn'Inn {F/QnrQ 8¢ i} hnttnm uroo 'IStia rt?atem nor} hoVa f P.
?uiviica teiiuvRw?ucauiciuauc?+siaiui}iEc.` •? y`w6}aurik j-(....1ai{.1iialuuiusaIuica
rvith( }6nchea o€rock depch Eou?, ( }cubic Yards ar (} tm)x o(rock w'sil be nseded (, 3 i
M2S=(: 4 S '7r:.4II.'Cr4. 3 j;z?' `R'??1; ,: t?'i' *??':w ?'!? ??:.3i ??'•'?C?..'^?2.'?,
Z.-xnchea,:u:st Ce u^.o at.ed teve2 az the cerd:.urs.
,3. i?sep bex disr,eibcmtonert(S 6t utitiud xragt iimeze.Pracccr.isem eixi;.ud "te eda..?wr= tte:esa?+y.
T??aGrrvF?,+Flmrj?,+an 9f:°.IFi ^C' fCf:v.'Cth.7 40
FZ 1Yench width will be ( 3) R wide and wilt require( ) Iineal feet of drainfield Trench spacing
ahould be ( 8) feet apatt and ( )gq. ft OP 8fE8 WLIt P1P. fIP,CP.ddARf. APP.RPAVP. RP(lL1C 8C+E8 OE 10,0000
sq. ft could be neceasary and must be mserved for fiatwe usage, .4dditiona} cosror topsoil will be needed •?
ooer the drainfield anea, m he proairJed by the homeowner and building cactractor.( 4loada of eandy loam
tc,rere;)
Tt' a_ vt¢{m staEian wiIl'be necesew[Y , a DumP 6houla be aelected W dellaer ati least 25
pnbut not srwre
tPraP*45 Oh*_twp+!reers»rx RvtP!; '??? ;+#!e*t'?x.4 A ??r.imro!?fzb•+!?eers;?. ???!r4?
1 The Curet level endthe ?s'iaire wiit vtiliax gravity flow aruf a yrindar purcqr vtiti be ir"ed iri
thc haR¢anent., Lption #2 instalt a 3F`Ott ?€m pccr?t* ?tataaxs sRcr t4sP sc.ptic t,w-c 1'sRing thc
ZfflllEilt W CtY2 dr3%5f12{d ffi'2d, EpLiCi]f`i kJilid be ff2i2ctL'd to tIE11Si*r it lEH3C25po] bllCn6I fl]OS'c
LCfw.45.8:ltR'1.R L'tf LT*R.SiE SfftTT[ [P1: ^!^..I5'SM Leet
^. .._.?...
K. SMREQVIREMr.'M NTo compar.t;aa :t ttw ao it ia ffir .a.?,^„ir.fiald arr.a is -,: lrxwr..d Fenring.of tSte
crAiei[Fgad Area t4 xbep ati PYaznc n[r"?,cE m?y nt? rer}?;rrpa.':s€.'en?ng nr fYc?k ru#isb?n?a ?o?tK sms '
drainf"ield site is required.( site oevner will p;ovide vegtixekian and maintenazxee
es saon ae poa§ibie; dormot aecarif needed -1tilmUiiciea mus't be rnu"d arouaathe septic syetem
Thia aeptic site must not t+e disturt+ed No cor,eu-e;ct;c+n rr_aterialf d±rt ,' lurnber, eet) canbe storsd with:n
25 feet of ttte propoaed eite. Duriitg derfiolitiurJetrrwlruelitm uf Ure exiut'uig Cattu kwuse eerofui nttetdion
rtnsit be nniA tn the aeptic Rit,e. Failire tn rnmply wjt,U arptir artharkmgiir?snta cPj)) r,mmr thin pi+.e tn
ue ?iauueTiuieu' Ful'? tii.etZ?.e ecF?u. ei?eu wiit ntiti n 6yy?uii."y'u ?ifs? Si?4sEnpe iu,µue'}n Vje1.i..
Aio compaction oi the aoi! in the drainLieid erea ia alloweci teEorc oc eftcr eonativecion ( keqp ail trat"Fic
off site ). Fenring or protesting c{ tha drsirftR:d asea is srtr:irM RRFCIZ T{J= I59TJ47r OF THE
Fr']ZNIEP. 3ecdi:?g/sodu'u?g vi Ltie wle siuiie iu riiw au.i kdi uiii:utb23 soiis A s 1-eqLlii ev .- soon ue yves'ib 1e Mao'
6epKmsnerltlymsitLat[led.ALS,Ul7?.T!'-F F:ra, ArrM •I ?, R y_nrrrErj) A. nrrunuavV r,n4xae .
J. 230 Q'9rbW (1i8p068I 8II6Wftj
ay *his deair,, a additioisal ee}itic tark renLqt he i.ldert ;f agarb'.2oa etigpoyat <R Mced .:
I
3. ir'OGARBt13fiDFbrvSili.iaLLvWXI'i. iiicr.i.r'uL,iiR ivuucvia.tviiidi;h3i.""'}UT.E?J3T9E
gc YI r t iWRrr7 t,,a D ETEk?,??FD nvr,alco±a CF fsrT1'?, r?TALA'!Zr,ar r0 ? rrk ktT r,p .k_t,TL', h
i,?11= F';s'INW'iPiG 4:1?41117?aVA;?
i. ALL EEDfiRAT., 6Tdi'T"c , AhTi Ltrt:iaL BE3ZI.tiWrl c:t3ilBs ?dPPL`i Tt}TFiL9 PRwz-s':T.
Ai4nnL%satP tewap rrnaex„?rr{ a}vt?_Tr szru??ard?s e7:a; t6: ''MO arp!?• f* dra1vi ,V€slffeMh_=m. wnJ
uanaarw. aLa.3Pni;u+iiiA -'xKS M'iS6TBE V7&tFUM rsY IhiaiaLT:wllcsN 0XIMaCTu6c
MZ?X!T3?'thit?tC7!''It0l+f.LHfP"Y?R?"f? M±'$trl+CA7VWalP7HK
uet?'?FERt&uMI'iUA, i,-iAT AT:.it.WLuFiAM.i:Z:?iusT?
XC-h A'tiP TT"1:.$ -tnt EYRLLT17IO?7 akA1 TY?M AL4Ly 00"XCT "f'1 TP-r P"[` GkF'a!Y
e.s'Si3 iC'LS'ai:im. w.ilYlfaisiiwiG :rA J$.
N??tiMLkJ? ?k±C?R2?!!?L LL?+??2,"r. Z?3fNL2F3E?, _ND t?ApC?E8ZE3?TZM.AY LT
Y\Y V ???wV.
••-•• 4 N?tlrY4YV?l.J
sicxaTVxE ra sr varIID)
AS Well wilt he upgtaded to meet ssrbnr,k atanderds of 50ft by a certifie-i aell cordmtor. lv:tual
sninirrmm dixrroiee fivrn weti tw ttie closeet poirn of the drriinfielc3 iR ( 52 ) Ff HarrtP owner is required
tvprvvide aii weii data rieceesmv wid rryuvnsiole icv weJi qPgrnuee..
i
TRENCH ROCK COVERED WITH PERMEABLE
SYNTHETIC FABRIC OR 4° LAYER OF MARSH }IAY OR
PIPE TO NEXT STRAW OVERED WITH UNTREATED BUILDING
INLE7 F DROP BOX PAPER ?RED ROS'IN)---7
? I?Y EARTH BACKFILL AT LE
6?? ABOVE TOP OF ROCK
DrrROP BOX
AT LEAST 6" DEPTH OF CLEAN
ftOCK 3/4" TO 2'/2' DIA. SEE NOTE 5.
MAXIMUM LENGTH = 100 FEET
OVERFILL
4 TO 6 INCHES ? .
INSPECTION
c- WELL
BACKriLL
•"f. c- cr?o 0
4" DIAMETER INSPECTION
\„ WELL WITH CAP
0
0
a
NOTES: I. BOTTOM OF TRENCH MUST BE LEVEL. TOP OF TRENCH
ROCK MUST BE LEVEL.
6'"TO 12" OF
S iii BACKFILL
2. SLOPE ON DISTRIBUTION PIPE IS E3ET'>VEEN
LEVEL AND 4 INCHES PER 100 FEcT.
RECOMiPriENDED SLOPE IS LEVEL.
3. DISTRIBUTION PIPE CAN BE PERFORATED
PLASTIC INSTALLED WITH ONE ROW OF
HOLES qLONG THE PIPE BOTTOM. PIPE
??
? ?2 DEPTH OF MUST HAVE A BEARING S7RENGTH OF
o ? ROC
K ABOVE AT LEAST `',,000 LB/FT.
PIPE
?OCK
R? AT LEAST 6" OF
?o
ROCK BELOW
PIPE. SEE
I NOTE 5.
F?- I B" TO 36" ----
4. SCARIFY TRENCH BOTTOM AND SIDEWALLS
AS HIGH A5 ROCK WILL BE PLACED IN THE
TRENCH IN ORDER TO EXPOSE NATURAL SOIL.
REMOVE LOOSE SOIL BEFORE PLACING ROCK
5. WHERE TREES ARE PRESENT OR LIKELY TO 8E
PRESENT DURING THE LIFE OF THE SYSTEM,
eINCHES OF ROCK MUST BE PLACED UND[R
THE DISTRIDUTION PIPE.
d
i
w
TRENCH CONSTRUCTION DFTAII S
f
. ??
?
51
j??-----
!----MOUND FiLL 4"- 6'
?.?,•1 ? ' ? TO ALL04Rt' FOR
SETTLING
-- .'::----GRASS COVER
?'?---'-6" TO 34" OF SO(L
COVER ABOIlE ROCK
- ---7?-`7'? 3/4" i0 2. V2" DIA.
CLEAPv ROCK
/_r
,
?
L--- j?---
?
'4 - 6 " LAYtR OF UNCdMPACTED
HAY OR STRAVV COVERED WITH
REQ ROS I N PAPER
-7RENCH BOTTOM MUST BE LEVEL
THROUGHOUT LENGTH
?''-" ? ?? -- j j --- ?---- 2" M!N(MUM ROCK COVER ABOVE PIPE
MINIMUM ROCK DEPTH BELOV'J PIPE
?
?EA ET 4" DIA. RIGID PERFORATED PLASTIC PIPE WITH ONE
?? '?• pT fE ROW OF HOLES ALONG BOTTOM
WATER TABLE OR IMPERVIOUS LAYER SUCH AS CLAYPAN,
ROCK, ETC.
\\\ /?/
0
?
r
.?-
.
F = ' '
0bo.C.f?-?'??? oU ?
l''O clK
-
? /?.st
??ch.es
? i
?,?? 0 y..
? ?? .
? ' I
NZ,
/2'`
?
? ;•°'^,r ,'E^, !_'J ?. ?? ?',-?; ?\
?9ax?
.,.. :..'?'Y
Y' i
nimum a?-
.?.
roc.}c
. . 1??? T•?sn
oY\
tr?.h?s o-? ?ocK
?1vw d?s+rit?v...-?;or
?
;
S?a11f?,1 (?t'L1?jV'; 1C?1C? ??•:• rt i Ctc? 4 syf
4i•?,,
y rn
,5
dee?r?''RGx or Fres5u«
35 ? 62, ???
- - •?
? - ? ---
A
O
G i
?'
?
I
i
i
i
1
I
1 r
i ?
E ?
?
i '
I-I GCO,
?.a erf 9 z
iatd-,
5c??lic ? `' ? t(??x Sztnc?
S
e FH?e
^ y ,?/ ?? ? P14d
?
;
.?_ .?
P
' t
4
PERCOLATION TEST DATA SHEET
Test hole location ???aaR l',Tif"N <5F_11?115 Rc? Ho1e number? .
Date test hole was prepared 1g T,/v 57 , Depth of hole bottom,/Z inches.
----t------?
Diacater of hole, i.nches.
,Soil data from test hole:
Depth, inches Soil texture
L n (- ?-t7rl'j^79
C"' ./. ! . -7 t-?bcr_ ?7 f. .
Method of scratchinR sj,dewall. /" 11.r-Ar" -Ar-:-NI
Depth o: pea-sized gravel in bottom of hole, inches. •
Date ar.d ho6r of initial water iilling QCD
Depth of iniGia2 water fi2liag, `vi-!a inches aUove hole bottom.
!iethod used to aaintain at least 12 lnches oE water depth in hole for at least
4 haurs _ ??i0 'S6eA ?._... - rvrte, o...e.s.
Petcolation test readings made by ?P<,n1? I.?.tSSC? .1"i Ir ., on
?1 staztin at ;a'm' .
S Maximum water depth above hole bottom
(date) -?.m. , .
duting test, inches. ? • -Time pe[colation .
Time Znterval,
Minutes Measurement,
inches Drop in water
level, inchee rate,
minutes per
inch Remnrks
? • r
YI I!
92t? r. ,C
yc 3
?? ?/ ?Cl Y ?-
)
/ OC? L> I?
I
' Pezcolat±on rate ciinutes pet inch.
-----•-- -- ---•T--__
__ .. .._.... - --_- - , . . __.._.........----
.
//.
Test-hol^. Yocation C?n?if? Hole number • ??
Date [es: hole was prepared vF Depth of ttolc bottom, /2 inches.
Diace:er o_` hole, (n .inches.
Soll da[a fron test hole: Depth, inchcs Soil textuze
o -? ? : ? ?, sY2 3?Y .
7,5Y2 ltz ?
Hethod o: scratchinq sidewall. -}
Depth o_° pea-sized gravel in bot[om of hole, ? inches. • .
Date ar.d hou: o' initial water filling Q0 Depth o` iaitial water £111ing, 'je
,,-12 incheo aUove hole bottom.
:?athod used to naintain at'least 12 inches of waCer depth in hole for aC leasC
4 hou_s H.-on, r?) r,n..._...t
?ercelzt_oa test readings made Uy FfIo."m '?
;a.m:
Ostartjclg AC ?C???l •
(daCe) l?.m.
dar±ng test, inches.
.
Ti_e Tioe
Znterval,
'.?inutes
Measutement,
inches '
Drop in wuter
levcl, inches Percolation
rate,
minutes per
inch ' .
Remarka
??o I ?
yy? ? 2a ?, ? z_?
IOc%J
1 I /
I
?
I i -
.
?
I I
• --
? .
n
n
? q
y_... _
?
SLI ,Z?vC ).?{?1,, -, on
?
r1aximum water depth abpve hole botton
?
Percola>.ion rate = ' 1
? ( , ainutes per inch.
.. 3
Test hole`location
1n i 1? ?t 1 ?) ? Hole number ?
c'tr????cA?II+fS i<°_
-
Date test hole was prepared Depth of hole bottom,J /. inches.
Diameter of nole, (t+ inches. . '
Soil c'a:a fror test hole: . Deoth, inches SoiJ. Cexture
? ? L, ' ?h r ? l J Oi!'dk,.r / ?8r ?5r?
'iethod o` scratchin;, sidewnll (.,r,r0'. -}-'-A J
Depth o_° pea-sized gravel in bottom of ho1e, ? inches. -
Date aad hour of initial water £111ing Q Ca gi
Depth o: initial watex f17.ling, inches aUove hole bottom.
.`:ethed used to maintain at 1,casC 12 i(nches of watex depth in hole for at least
4 hot:: 5 ??•_?? ?"1 ? S h?.?.-._ ? r?1 r• n•.e..•. \ ,
?l
?ercolat:oa test readings made by Sc'? l`C±Sft'IIi' ?y??y?„ on
startin above hole 6ottom
g at riaximum watez depth
(date) p.m. .
duri. g tesc, Y_t' inches. ? -
T==e
?
I
Intcrva1,
".'_autes
Measurement,
inches
Drop in water
level, inches Percolntion
rnte,
r.iinuL'es per
inch ' .
Remnrks
aa 2a y ?
92D h?
?/a I I ri
O O') I ? Ca c? t?.. /
{Ov`? ? ? Yv
?
?
? I
I ?
,I
mlttures pcY inch.
,
'Tes2 hole' location ,l? I ??,nAi() (? l',tT PntrtqP_) ( -l74 Hole num6er
' S
Date test hole was prepared 15 Depth of hole bottom,/Z inches.
DSame_er o_° hole, (r. inches. . . . '
Soil caCa °ron test holc:
Depth, inches Soil texture
7? S-yR cr/p-
. Hethod o° scratchinR sidewall (.,<-.rrf,., 4rr?j Deptk o_` pez-sized gravel in bottom of hole, inches. • - ' '
Date e..?_ hour of initial water filling ?O 9-1
DepCh o: initial watcr filling, -?
55-12 inches aUove hole bottom.
':e[hoc usec to naintain at'least 12 ifnches of water deptli in hole for at least 11
G houis Mnl?•r..a\ ' .
?e:cola[_oa test reading3 made by rfGn?c 5c;,''?"?ivP1? ?vrn,????ny on
1
-"??J?•??3tarting nt Cfaxlmum water depth 'above hole 'bottoa
<date) M.
, .
-"during tes[, inches. ? ? • •
2ine Time
Interval,
minutes
Measurement,
lnches
Drop in waCer
levcl, inches percolation
rnte,
minutes per
inch ' .
Remarks
-riZD I ?-c
y?
?.?OOJ ^ • i?
.. . I
I
' I
I I '
I I
I
I
?_ I
I
aercol2rion :ate p lI-D
ninutes pcr inch.
, .. . "j
_ '
? ??'??•.'?
. '•°?.L"<..,.,.?
'?'.?f.A'vr YJ.?+•
?,
?i
Lop,s of Soil Borings
' Location or Project f;?11.?
Borings made bY Date 'o.
'c
Classi:ication System: AASHO ; USDA-SCS IInified ; ot er
, Auger used (check two): Hand ox Paw+er rlight _, or Buaket other
Depth, 3oring numbere 101
ya Surface elevation /O Or
_`eet
V!, i 1 11
p
I?
L /)-6 3/Y 1o .,«?
i-
s/+; °lA / GG
2 -
3 -
4
7
: . 5 - ?
.--... , ?,
6 _ LoG -w.o?kflc?.?
7 -
. End of boring at S £eet.
Standing water table:
Rresent at feet of depth,
,.. hours after boring.
' Not present in baring hole
Mottled soil:
Observed at S? feet of depth
Not present in boring hole
Obse*cations and comments:
?epth, Boring number __,c
in Surface elevation
feet
n
it
=.;l;,cx 160rr-, .
1 - --t, sY;c 3
3 - y5-6o'' -7, svr- s/G .,
4
fYl o14 f C' S - -
5 - ?
{?iaW 6o,t .S?.,ol ?, 5ye 5 i'y
6 - ? ?
7 - -
8 -
End of boring at ?5 feet.
Star.diag iaater table:
Present at feet of depth,
hours after boring.
Nat present in borinR hole
Mottled soil:
a
Observed at ? ?? ?feet_of depth.
ldot present in boring hole
Observations and coniments:
.` .. Lors of, Soi_ _..,rings
.Loca[ion dr Project ?/?IYI l F!?('? CI , .`•?•:;:
Borings rade bY I-fCir'1k ? li> 15?C` Date ?,N y'1
.; L:?ews
Classi`ication System: AASHO ; USDA-SCS ; Unified ot?er
nuger used (check two) : Rand or Power ?; Flight _, ar Bucket other
Depth, Boring numUer
. ?
"n
_eet Surface elevatibn
I
0
C>-(oV 3N lC)ctrn
? -
?- LJ ?• 1 l J?\` ?'?lb ' C. c?''?
2
J?
3 -
Depth, Boring number jl?^!
in Surface elevation ?
fcet
0
L
2 -
7, 3 -
4 -
i -7
,$und
6 -
.;.
? 7 -
8 - ?
I
k' . End of boring at feet.
? Standing water table:
: ?sesent at feet of depth,
, hours after boring.
? Vot present in boring hole
?.
'Sottled soil: .
_ Observed at 91-11 fcet of depth.
'- \ot pr=sent in horing holc
, Obsk?rvytions and co.rmqents:
_.. Mflx 1X F'Tl-? a\/,STUvt 02
4 - J
s -
*InC"Su nr4.s
6 -
7 -
8
% ??'
End of boring at ??. feet.
Standing water table: ,
Present at feet of denth,
hours after boring.
tdot prescnt in boring hole
Mottled soil:
G .
OUacrvcd at ?'? °fcet.of depth.
9
I•Iot ptesent in boring hole'
OUservations and com ents:
?/?
, 1,0g3 C_ $G1.1 JUL'lll^, _ , `i'S
, ;Locp'tion or Project (a1n
' 3o_iags rade bY _ -Y'C1/l4{ lZ)C"iSSCl- Date cj`i
Classification System: AAShO ; usnn-scs ; Clnified: 4er
asger used (checlc two) : 13and or Powez ?; F1ighC or BuckeC _; other
Depth, f Borin; number Depth, Boring number
feec
0 -
?
2 -
3
Surface elevatdon
s/\2- a ! -{ \ ? , ..,
4
5_
' 6 -
7 -
8 -
End of boring at feet.
_•'. ,?:
'Standing water table:
-'l-esent at feet of depth,
hours after boring.
4ot nresent in boring hol,e .
".ottled soil:
Observed at feet of depth
tiot oresent in boring hole
ob5?=vaticns a^.d coEoqcnts:
I
in
fect
0 Surface elevation C'7 .??
?i
l
?
r'
3 -
%2 .S,?-d -], S`Y 2
4
I 5 ?
LIO????l InG
6 - CA f F!S
7 - ,.,.._.
8 -
End of Uoring at feet.
Standing water table:.
Present at feet of depth,
hours after borir.g.
Sdot present ir. boring hole
Piottled soil:
5
OUsezced at ?4 17_'Eeet.af depth
a
tdot present in boring hole
Cb,crvaCi.cns and commenCS;
:"'...
..:,=.
`;%.
PUMP SELECTION PROCEI7UAF.
~ A. Determine pump capacity: /Gravity Distribution ?
1. hlinimum suggested is 20 gpm ?
2 Maximum suggested is 45 Spm
Pressure Distibution G
3. a. Select number of perfor2led laterals ^'' b. Select perforation spaculg = fee:.
c Subtzact 2 ft. from the rock layer ]ength.
- 2 ft. = fei:t.
d. Determine the number of spaces Uetween pc.foradiors.
Length perf. spacing =_ ft. =_ ft. ___ spaces
e. _ spaces + 1 = perfo:ations/lateial
f. Multiply pecforations per latecal by sumUer oI laterals to
get toial number of Perforntions. x - perforations.
;-r,?
Sx SPm.
SELECTED PUMP CAPACI'i'Y
B. Determine head requiremeitls:
1. Elevation diffemnce between pump and yo;nt of discharge.
1y]_feet -t:cn-i?•,-tc:ic.r -}o •.;?_r??'??
2. If pumping to a pressum distribution system, five feet for pressure
required at manifotd if gravity system, zero.
wS feet Wct vme?
3. Friction loss . ' --
a. Enter friction loss table with gpin and pipe diameter.
Rcad friMion loss in feet per 100 feet from table (F-14). '<?,•..?w
F.L. = i ta cl ft./100 ft of pipe
b Determine total pipe length from pump to discharge
point. Estimate by adding 25 pcrcent to pipe length for fitting
, loss, ar use a fitting loss cltart (17-15 _Feet).
Lquivalent pipe length - 1.25 times pipe length =
/ u 0 x 1.25 =/ 2. S' feet
c. Calculate total friction loss by multiplying
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss = ! 2 f x -3 +100 = ?.? 1`fect
4. Total head required is the sum of elevation diEference,
special head requirements, and totaL friction loss.
-?- + `5 + -z-
(1) (2) (3c)
I TOTAL HEAD c? ?1 feet
Pcrfuntion Discharges in GPbI
Head Pcr(omhon diameter
(fecl) (inches)
7/32 1/-4
1.0a 0.56 0.79
1.5 0.69 0.90
2.06 0.80 1.04
a L'x 1.0 foot smgle homes.
b Use 2.0 feet for anything else.
Soil [rea;mmt "stem
Total pipc length
Eleva[inn Difference
Friction Loss in Plastic Pipe
Nominal
pipe dia.
Flow Rate 1.5" 2" 3"
BYm
20 2.47 0.73 0.11
25 3.73 1.11 0.16
30 5.23 1.55 02?
35 6.96 2.06 0.30
40 8.91 2.64 039
45 11.07 3.28 0.48
50 13.46 3 99 0.58
55 4.76 0.70
60 5.60 0.&2
65 6.-1& 0.95
70 7.4-4 1.09
C. Pump selection
l. A pump must be selected to deliver at least
o"lS gpm (Step A) with at least ? 0 feet of total head (Step B).
?p? ?7reSSw-C ?lfr?{? °
? _"_ _
PRESSURE DISTRIBUTION SYSTBNl (Dpl \(-)j? END PERFORATION OF A PERFORATEC LATERA
1. Select number of pe:forated laterals 3
2. Select perEoration spacing =
3. Since perforations should not o,-, place.. ?Ics_i fhcin 1 ie. io
the edge of the ro"ck 1ayer (see ti«,grani;, su'v?cact 2 ft. icom
the rock layer length.
Rnckizycrlengdi ? it. __ ?cs=c.
4. Determine the nurriber or's,Daces Le?.-v??.. aericrat:ons.
Divide the length aoove bj? pcr.;)r4tion s_,ir:b and rou..d
down to nearest whole nuraber.
Length perf. spacing = %v" ft. spaces
(3) (2)
5. Number of perforations is equal to one plus ihe number of
perforation spaces .
? ?-1 spaces + 1= J S perforations/lateral
6. Multiply perforations per lateral by number of laterals to
get total number of perforations.
IatJerals X pe?rfs/late?al- ;r /perforations.
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
,7L/ `d`l SPm.
per(s X ?m/perF - ?° f
S. If laterals are connected to header pipe as shown on upper
example, to select minimum required lateral diameter; enter
table with perforation spacing and numUer of perforations
per lateral. Select minimum diameter for
perforated lateral = .11j6- inches.
?Gmzx Cover
?? Topsoll
4 y,?? ?
'+a'
? LoYer al Geoiexme FaCde !or
nd Lnycr
• Lourni =. ' Incn ioyer o my or sira. e>wr,
f , a ro:,a aaved
?
"
?oi
(F..??st<7
f P.rro
a?mn 0r01<a noraor,i'
1:
FSr.•••"?..
nM1:
?:• mm Cdp Near Top
"??
?-? Al Leozi 12' m Ed
4 p
S?Pry?=lcld R?ocY.iy ,..,- ; of RocK LaYer
Perioratmns Locoied o1
, Clcau Sand Loycr Bonom of Laieml
?---?-?-?---??--- ;.
-Cr.qinol Soll Propc11y Sconfied
Oelore Ploclna Sand Layer
RequveA Perforn: on Ou.nnrge
?n g.dl?rvs pea m? uix lgpml
Hr.,a ;, ?- m •,, .-?,u
(rccp
1.0 a 0.56 0.74
2.Ob 0.80 1.04
a. Use For single family homes
b. Use for all other apphcations
Maximum number of quarter inch perforations
]ateral to guamantee < SO % discharge variatlo
Pcrforahon
Spaang
t?
a
1
a
2
(feet) 1 1
2.5 14 18 28
3.0 13 17 26
3.3 12 16 25
4.0 11 15 23
5.0 10 14 22
Mu+iroLo LocOco aT Elo or >nesswc oisraie?rrox ss.ci
?
,.
? m "'?µ !s'P•i
VYOU?aSVXEfP0i5lnENiPOi wTUO41n? ?
9. If perforated lateral system is attached to manifold pipe near
the center, lower diagram, perfarated lateral length and
number of perforatians per lateral will be appraximately one
half of that in step 8. Using these values, select minimum
diameter for perforated lateral= Z" inches.
? rfMOa?ifO AvS?i[ PK
. ?
w ?.
?
GALL iao iso ?
LITEFS? 0 80 16D 240 32D ' d00„ 460': -$60 fi4?
.?. _ . . . ... .. . .. ;
YW+ W
4 2° 75
. ?`CL?..? TO
f? _
• 65
?'1! 60
55
T'i6 -
6+'re^ ? 50
?4.-
.?? ?
'-h 65
?2' 40
r?
?'" 35
A10..
?
a
tz?r a
:a
25
- 20
<' I 15
I 10
4>'r?
9.: 5
0
HEADicAPAco-rv cURvE
1 1 - I --,-I I I
115
??Q I I I I I TOTAL OYNAMIC HEAD/CAPACITV PER MINVTE '
I
? j
I EFFLl1ENTAN00EWATEPING
105
I ?
I I - _
?
5]-55
161
169
1
1E5
1E
95
i S[q1E5
FT, M A.59
Gal Un 9i
Gal Ltrs` 19]d39
Gal LVi
Gul Lln::
Gal 1In.- 63
Gel lVp
G+I UeYi 0
Gel'q?i 189
Gei Lb0
I
5' 152 '
43 163
-
212,
%
104 094
104 901?
61.231+
61.231:
155 58T;
155 SS]: .
gp 10 +3 06 34 129 46 174 ]B J00 140 978 . BiIY]t?. 61 231.3 ??': ta9 6601: 151 5)2`:,
I ? 15 < 5) 19']2' 35 133 ' 64 242 91 314, 60'227 ; 60 '231f,' 142 53Y. 1n5 649 ?
85 20 ? 61a 15 =51, 36 136 02 310? S9"2Rd} 60'23i1'? 136 515- 140 530^%
? ?
45L162
_
B.b
]a2?0'?i
SI'R18„
"
59'223:
?+.?•3:
129M1'
1Sl'SOB+3
'
. ? ? 30 914' -- 65 RIOe 55
208` 58 320 90.W0? ?2Ya5l? t'
?2) ag?
JS 40 1$18 <61N A6'V1' S52M.. ]5293`? 105'3Wl 1H4T^
1521 21"90 33.125? 51,191f 50219x 90 3118 1W378:?
70 I 80 1829 'laM, ' ISeSI:. 43.1811
08'1]6.
]1:269`=
&5 323-:
? ? I
?• ? ]0 210a ? • ? r 30116*4 t053B;' S:1B0: )0245i",
65 ,165 EO 2435 14 BS1 Srj?? R8:1CS = 56 RW ^-
?p so 27n3 }
s.?a''
n.iaz:•
I
I 1W 9O 48
' e'd??j i?'•?x ?11?. 21?]B
? 163 - nai0xoo i. c ;
Y :.
Y >r„^i• r-
S i,
? g?9p_.
I _noMValvc 19 23 ]S YG' S6' 6fi 9J' ]3' 9P 110'
50
<5
,p I I I'?
t
k EFFLUEPlT & DEWATERING
35
-
-
Warning: Model 185 should not be subjected to less
ias i ? than 30 feet TDH.
d
l 112
i
d
i
l
25
zo
15
I -?-
'
161 N
58H e
,
n
ustr
a
Note: For Head Capacity on Mo
column-explosion proof pump, see FM 219.
ia
j
39
- tu¢ .
' j
?=,ss.??,59 s? i SEWAGE & DEWATERINC?
HS m za ao ao so c o io e a s a ioo no iz o iao i so o
WARNING- Mnrlel 993 shnuld nnt be subiectecl
to less than 15 feet TDH.
I TOTALDYNAMICHEAO/CAPAdTYPEflMINUTE
SEWAGE AND OEWATEBINO
I I I SEflIES 163 366 26? 268 282 28_< ' 193 292 394 395
FTM Gal ll Gal Llrs Gal Ll
s l Lire
G Gal LM Gel lVa' Cisl LI% Gal LIr Gal LYS' Gal Ltrs`?
5, 152 n
90 341 @B OBA r
52B <84. a
129 Gnl .
1]0 492 100 G91ti 1Y0 630; Y
Yli'r 196 742' M B52 v
? 10 ] a5 60 427 09 337 69 357 E8 1" 95 9_9 158 598 19e 469 181 885Y 005i)8-f
t5`4 57 225A5 50 tP9 SOt_9 EO?i 61:35 -
5 S11 W6411 190992' 1856Z5, tPS]OJ"
zo oio m oe :o aa ?o z= J n in I ms em
o oa aaa
?
' lie aeo lw ssaI 1ee eaa
'
25 ] BR 7e 9
0 60
>6) 10B 601i 1]B 5151 153 SBO
30 916 a9'.60 4T:78'. 903W. 12i .58 IW 630
? ? : 9 o
1
I
? ¢0 14 :^
50
?. A
-
61 1°2 9
?
?
?
??• ?9
5
{"? •
- 50 18
? n JSB
56 R10
ll 43 n5 AJS
89 Xl) -
59Y13
? ?
:i.. _ IB' L 11L' i ? ? ? n 5_ .5? ? Lt••?, 50 , 62 ]]
?
I II I
I
? I _
I
`\ I _
?
?`I __ _
?
I
- ' J
? I{---- {I
?- I I
I y
^.
I
`
-
I l I --
I {
I 262 ) 2G6, 267
Y68 294 294 295
-
GALLONS 10 20 30 60 15050 70 00 1 90 100 110 120 130 140 150 160 1'/d 180 190 200 210 '120 270
i ? ? l? ?
<720--• -t' 860""- 4 ,_ 880-
',LfiEF4 0 80 160 240 320 .' 400 480 ?. 560 641
Features
;
'20 HP SESH,1.5 and 2.0 NP SJS, and all SJE models
Note: SEVH and SJV Vortex models not shown.
•. ,.
. ,
\
REDW000, CEDAR OR
TREATED POST (4x4 min)-
ALL ELECTRIC CONNECTIONS
MADE INSIDE BOiC-_
6" SPACE
WIRE FRO;Vi POWER ?
SUPPLY----? ,
AT LEAST 12°
BEL.014' GP,ADE
L^!)P OF POWER CORD
. r(DiR SETTLEMENT-
PLP.STIC 20PE OR CHAIN
WITF{ ANCHOR ?
ALARM FLOAT ON SEPARATE
ELL•':;TRICAL. CIRCUIT-\
START LEVEL
SHUT-OFF LEVEL?7_
PUMP CONTROL FLOAT
- WATER TIGH7 & LOCKABLE ELECTRIC BOX
- PLUGS 'JR ELECTft1C CONNECTIONS
- 2" PVC CONDUIT SCH. ? OR 80
- MANFI()! E COVER CNAINEO & LOCKED
: FItVAL GRADE ? °.
SEALED MANi-tO! E Ri^tGS '
ION PIPE IS LAICS 0?? 1, _)?I
! PUMP STATION ? J f` .;-,-, AREA
'i-?i - FOR PR01'?? (.t?.a;[?.?. ._:i?. • .
? SEALEO TANK CG1%?-.:' _
IF PIPE AT TAINf{ L;;`;'.rc?"'. ': ?-?:?.?•f
TO GET c'_F'.:'-:'-iOi•.
INCH WEEP L`
HOLE
,
• . ? NOTES: ELECTRICALWI:;E ;'i'0M F'G\^."=?' SUPPLY
MUST NOT RU!'' G'"`c_'; rA:'`di' BUT
? MUST BE LA10 BES!G? C'Ti-iF(? i:4s?IKS -
--' I AND MUST BE i'L=?,--ED l;1 CGNDt3E-f"
i ALONG POST
I I ELECTRICAL CORDS FROM PUMP A1VD
FLOATS MUST BE RUN THROUGH
I! CONDUIT. WIRES CANNOT HAVE GROUND
I.t CONTACT. .
?
..
Council Hinutes
January 19, 1982
? 6 The
ermit
h
ll
. p
s
a
be granted on an annual basis.
7. All other applicable ordinances must be Pollowed,
03
All voted yes. p
iIESY.SY'lEDIIl = N6I9E[t OP PLAT ? G
L?-------- --- -- -_> a ?." 3 _
The application of Wesley Medin for waiver of plat in order to split a
2.3 acre parcel into two single family lots at 1325 Carriage Hills Drive was
next discussed hy the Council. Mr. & Mrs. Medin were present and the APC
recommended approval subJect to certain conditions. Egan moved, Thomas sec-
onded the motion to approve the application, with the understanding that the
application will comply with zoning, water and sanitary seHer requirements of
the City as follows:
1. No varianees shall be granted for the newly created lot. - ??
2. Drainage and utility easements shall be required along all lot
lines. - '
3• Any assessments on either of the newly ereated lots shall be handled -
separately. Presently there are no assessments on either lot.
? - .-. .. -- ,' _ - .. • -
:.. :
..
611 voted yes. ' -
?_< ; . _ . .,:::.-....., .__. ; :..._ ...
H
82-4
- COACAtiAN 06HS AP6HTHNT - AMIiiSEMENT DEVICS APPLICATION - . _. . ... _ - ?._...
An application from the oxners of the Coachman Oaks Apartments for a'
permit Por 3 game machiaes in the Coaehman Oaks Apartment complex was then --
_. discassed by Couneil members. There were concerns abouL compliance rrith the
ordinance provisions concerning hours oP.use. Egan moved, Smith seconded the motion to continue the application Por further study and report to the
- Council, All voted yea.
PROJECT #353 - ZROii[ HIGHNAY 55 OTILITY REVISIONS & SIGNALS
Mr. Colbert reviewed with the Council the Feasibility Report For Improve-
ment ProJect #353 covering utility revisions and signals on Trunk Highway 955
due to the construetion of I-494. Several revisions to the existing utilities
within State right of way are required which will be at City's cost, The
costs will be flinded from trunk utility and ma,jor street flinds and therefore
there will be no assessments associated with the pro,jeet. Sanitary sewer,
trater main, storm sewer and traffie signals will be involved and it was noted
that certain other changes result from the potential need to replace some
water mains and relocation of certain utility lines. Smith moved, Wachter
seconded the motion to receive and approve the Feasibility Report and to
authorize the preparation of a Cost Participation Agreement uith the Minnesota
Department of Transportation. All voted in favor.
9
? ?LP7
2004 RESIDENTIAL PLUMBING PERMIT APPLICATION
CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MN 55122
651-675-5675
Please complete for modifications to existing residential dwellings.
Date r? / (U I ? 0
Site Street Address 3915 ? r I a?a t"T v? S p r? Unit #
Property Owner DQ.u-L Tele ne #( )
Contractor elephone #
64
c-v- 4-t- State Zip 5TILO
Address
The Applicant is: _ Owner )(Contractor _Other
Alterations to existing dwelling
Add fixtures to rooms, excluding water softener and water heater
XSeptic System Abandonment
_Water Turnaround (add $121.00 if a 5/8" meter is required)
Other: $ 50.00
Water Softener Water Heater
_ replacement _ additional $ 15.00
Lawn Irrigation System RPZ_ new _ repair _rebuild $ 30.00
State Surcharge $ 50
Total $ ? ?
I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete
and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a
permit, work is not to start without a permit and w ill be in accordance with the approved plan in
the event a plan is required to be reviewed and a rov d. t
D-e n i cC senp ? t)
ApplicanYs Printed Name ApplicanYs Signature
/??/ CITY USE ONLY
l u-.r BL ? RECEIPT#:
SUBD. i o-? RECEIPT DATE:
1997 PLUM$INfi PEftMIT (ft£SIDEN1'IlEL)
cIrY oF eAsax
3830 ru.or KNos sn
Elksnx, Mv ssisE
(612) 661-4675
Please complete for: ? single family dwellings
? townhomea and condos when permits are required for each unk
? backflow preventer for underground sprinkler syatem
FIXTURES EACH
5hower 3.00
Water Cioset 3.00
Bath Tub 3.00
Lavatory 3.00
Kitchen Sink 3.00
Laundry Tray 3.00
Hot Tub/Spa 3.00
Water Heater 3.00
Floor Drain 3.00
Gas Piping Outlet ' minimum -1 3.00
Rough Openings 1.50
Water Softener ' for dwellings under consWCtion 5.00
Water Softener ' for existing dwelling 20.00
U.G. Sprinkler * for dweliing under const. 3.00
U.G. SpfinklBl ' Mr existing dwelling 20.00
AR2rdti0ns ' to existing residence 20.00
Water Tum Around 20.00
Private Disposal System ' oak Cry iic. 75.00
(new and returbished systems)
Private Disposal Systems'Abandonment 20.00
#
x
x =
x =
x =
x =
x =
x =
x =
x =
x =
x =
x =
x =
STATE SURCHARGE 500
?7 c
TOTAL / 5
TOTAL
I hereby adinowiedge that I Aave iead tliis application, stste thet the mfovnstion is correct, er?d agree to compy with all appliceble Cily of Eagan ord'inances
It is the applicanYs responsibiliry to notity the property owner that the City of Eegan asaumes no liabllity for any damages caused by the City during Its
nortnal operational and meiMenance activfties M the facilities conshucted under this pertnit vrithin City propertyMght-of-way/easement.
SITE ADDRESS: I.3 ,? J 0/4?ROCL I/1LL N ,
OWNER NAME:
INSTALLERNAME: TELEPHONE#:,7` -L?s,?3 4??-T
STREET
? rG
CITY: STATE: ?e19 ZIP:
? '--?SIGNATURE PERMITTEE
CDlFORMSIPLBG PERMIT (RESIDENTIAL) 1997
?//L?•?