HomeMy WebLinkAbout2001-P04115 - new septic CITY OF ROIVO PERMIT
O Permit Number:
2750 Kelley Parkway - PO Box 66 P04115
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600
Date Issued: 8n7i2001
SITE ADDRESS: 2995 Watertown Rd
Long Lake,MN 55356
PID: 04-117-23-21-0010
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Clove Hill Co. inc.(See Comments) OWNER: Tony Eiden Co.
314 Shakopee Avenue E. 2995 Watertown Rd
Shakopee,MN 55379 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
PAL,LI A ITEE I A RE D BY SIGNATURE
Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Pagel
4 i
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 55323
JOB SITE ADDRESS .�Ctcf S 1`cam
Occupancy Type: Residential X Commercial Other
Permit Type: Nei r Replacement System $100.00
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: y -) '�y c Phone Number:
Mailing Address: City: Zip:
Contractor's Name: C � (� cG� �'��- Phone Number: 6(2-
Mailing Address: 3( ( S4,--k4nec /1-1/ G- City:S,c- :LL,= Zip: 7 q'
*** 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
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. 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 stations
(where required) components are functional and comply with codes.
5. Individual holding N1PCAInstallers License shall be present during all inspections. A24-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: x Precast Concrete Other Manufacturer
Tank Capacities: 1) 13Uo gal. 2) 1 3 ccs gal 3) ?cam gal
B. Pump Station(if required)
Pump make& model M '!�- L/O (attach pump curve&
literature); system design requires gpm at 17 feet of head.
High water alarm make& model Outside
electrical work to be completed by installer _electrician other.
C. Treatment System:
Trenches: s.f. X Mound
Depth of rock below pipe Rock bed dimensions/U ' x ?�'
Drop Boxes Sand bed dimensions x TO T'
Distribution Box Pressure Dist. Pipe Diam. 1 `/i "
Manifold Pipe Diam. Z "
D. Final Cover/Topsoil to be: X 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 installation 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 statements made on this application are complete,true and correct.
Signature of Applicant (LIIIW 2 Date: -7 Z 3
MPCA License No.
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval ')� Denial
Reviewer.• Date: 7"a3-O
Reason for Denial:
SEPTIC SYSTEM APPROVAL
0 0 .
CITY of ORONO
Municipal Offices
t Street Address: Mailing Address:
2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner C)Fc.r. Kf arr,e-r Phone (Home) (Work)
Address i qkf f tt w- � City 0 C e rkO State M Zip
Site Evaluator ge r n,t M.11 c r State License# 11a1 Phone# 3 ZO- 3`i 4
Type of Establishment: Single Family Multi Family
Commercial Garbage Disposal Yes No
No. Potential Bedrooms Est. Gallons Per Day 90 U 11
Waier Meter Required: Yes_ NoX Soil Sizing Factor `z's
Perc Rates P-1 11 P-2 -)L3 P-3 iA P-4,, :) P-5-cl_ P-6 QO P-7 v
Restricting Layer Depth B-1�?� B-2, ,3 B-3 I.S' B-4 1.5 B-5 1,: B-6 i
Type of Treatment System: y
Standards Experimental Alternative INC ^
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
sa
Holding Tank W/Alarm M
Septic Tank Size 13o 0 # of Tanks Lift Tank Size i n
Pump Brand GPM 0-4 J. ? Head 16,
Treatment System: a
Minimum (i Ox`75)(4%x ioo Square Feet with `� inches of rock below pipe
Type of covering Fabric 'X Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and
the following conditions:
By: -i r OO 5- 31- Q
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 - Fax(952)249-4616
www.ci.orono.mn.us
05/20/2001 23:07 FAX 3982714 msts U002
APPROXIMATE PROPERTY LINE
ta' EASEMENT +
36f
Cb 4
Notes Q 53f
1. Avoid comppctfcn of mound area bevor% during and 0 W
after construction, <En
2 Verify before construction that no w,31ls are within 50 2:U S85 w
feet of the proposed or existing septic tank. F- G W I
3. Verify before construction that no stiallow wells are 0
within 100 feet, or any deep wells within 50 feet of ¢to
proposed treatment area.
4. All materials used for construction must meet or
exceed the M.P.C.A. Chapter 7080 requlreanents. Q S136 J
5. Divert surface drainage away or around the septic area.
t3 All quantities given on this plan are approximate. 0
CITY OF ORON()
SEPTIC ERMI LAN REVIEW i
INSPECTOR Iur
DATE -3t-o PERMIT NQ S87 I �'
APPROVED As SUI3MITTEp "ft"No o 0
C7
APPROVED WITH CORRECTIONS AS NOTM I
(C NOT APPROVED-CORRECT&RE9fJgMrr Q Q�
These comments are for your information. Ai!work she}t be S83 919".
in full compliance with ail applicable se tic a �� 90 1
q P THInts including items not specifically no ed p ft riL
z
LEGENB P THIS PLAN SET ON SITE AT ALL TIMES
C7
• denotes well locotlon a
G denotes pert test locat,`on 9s I x
0 denotes soil boring locafion 27.5 p 45f =
97*8 ) denotes proposed elev. ��;y ego / a.
97*8 denotes existing elev. QSB2 p� / w 7r►
denotes surface drainag: e150
/ ( *
S9En
PUMP TANK 9g 10.3 Ib
8
BENCHMARK: TOP OF IRON
PIPE ELEV.=988.6 (PER LOT
SURVEYS INC.) 2-1300 GALLON
SEPTIC TANKS
Desigrt = 6 Bes$noms
Rack Gum fity a 2&t }vda
PROPOSED DEEP Smtd O"Uty = 2M-f ids.
Loamy Sand Quant/ty= 18t yds X989 Top So# Quantity = l l a:E yds.
1 O
.gkJamtitles are approximate and do not Licktde waste
O�O
� 3yt 1-Z
hereby certify that this site plan was prepared
4� by me or under m direct supervlsion.
o
Berme M11ler D.R.P.
M. P. G A- License / 1921
PROPERTY
FqEPARED FM
LOT 3, BILK a CRYSTAL
33, Septic System Site Plan TONY EDEN CO.
MILLERS 5 li4GE TREATMENT St�1 L/TIONS BAY ROAD 2ND4100 BEiUCsHME L-
SW 155TH SIRED KR19ALL. WN 55353 DATE I JOB N0. I SCALE
(azo) 398-2714 cWt (te) zerrnez MN TN. ORONO, 5/19/0112001-47 1060
PlyMoUth, YN.
05/20/2001 23:07 FAX 3982714 msts la 003
Mound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered,tate rest wilt be cakulated. �--
A. FLOW 1 A,1:St;rrated Sewage Ham in Gallons per Day
Estimated 900 gpd(see figure A-1) 1
or measured x'1.5(safety factor)= 0 gpd bedrooms f Class I Uns 1`1t Coss 01 CknIV
2 3X 225 i80 t 61%
B. SEPTIC TANK LIQUID VOLUMES 3 450 A 218 of the
Septic tank capacity 2 1300 gallons(see figure C-1) 4 61 1 375 256 values
p T511 V 244 t inihe
C. SOILS(Site evaluation data) 6 °Ga 525 332 r cbzf,
1. Depth to restricting layer- 1.5 feet 1 151 1 600 370 11,03( 8 t
2. Depth of percolation tests= 12 inches 1104 t 67-D 0 cciumra.
3. Texture ILoam(Silt Loan
4. Soil loading rate(see Figure D-33) 0.5 gpd/ftz
Percolation rate 11.6-24.3 MPI
5. Q6 Land Slope 9 % D-33, AbsGrpUon Wkxh SkAng Tabie
pc+c gmn Rate Loading -
.....,�......�.�,rn.. in).Siau=per Soil Texture CratkXn Ab9ap "
Se
C-1: ike'i'ankCe aeltits(in xlloms t=b
rw�. r...rr�r th(� arU:our
ukvid c+1pcity Faaor darn S COW
veJeod t.24 1.00
Nuuilxr cs Xiinimurn Liq)ud t iclWi capaci y with �;lulu dis�sa!i� J� +�r Medium��
Badrooins Capacity P-bflgt;dispasal lift inside FJW s
&adYLIAM- 0.79
2
or less -50 ]125
r
_ _ t,ran.-- -_-zoo
1 ]i� to4� Jih +ro USO2.40
3 or4 I Wo 150 > 60 ct� a.4s z
Sof Int 2� ? si1-`Lt,i ,l
8 0 9 2000 -
b11w120 $(tyaxy a._4 Soo
+vim r!' w } Sand r Ca17
a
3. - stowexwan:=0' is
per. 'Sys+cm dr'Face fmritie alis uxv Re+.ler n t�faawre
L
D. ROCK LAYER DIMENSIONS
St Multiply average design flow(A)by 0.83 to obtain required area of rock layer.Iters A x 0.83--
900
.83=900 gpd x 0.83 egpd= 747.0 ft
4 .,
2. Determine rock layer width =0.83 IF/gpd x Linear Loading Rate(LLR)(see LLR chart)
,., 0.83 f?/gpd X 12 = 10.0 ft
rd
LLF:Chart
Pert;Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided Jy width=
750 fiz 1 10 feet= 75.3 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
750 X 1 ft= 750.0 ft3
2. Divide ft3 by 27 fe/yd3 to get cubic yards
750.0 fe / 27 = 27.8 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in bars;
27.8 -yd' X 1.4 ton4d3 = 38.9 tons
F. ABSORPTION WIDTH
05/20/2001 23:08 FAX 3982714 msts Q004
1, Absorption width equals absorption ratio(see Figure D,33)times rock layer width
24 I x _ 10.0 It = 24.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greaterthan 1%)
I. Downslope absorption width=absorption width minus rock layer width
24 feet - 10 feet= 14 feet
2. Calculate mound size
UPSLOPE
a.Determine depth of dean sand at upslope edge of rock layer=3 AW minus distance to restricting layer(Ci)
3 ft - 1.5 ft= 1.5 feet
b.Abound helght at the upslope edg?of rock layer=depth of dean sand for separation(G2a)
at upslope edge plus depth of rock layer(1 foog to depth of cover(1 foo!)
1.5 ft+1ft+1 ft= 3.5 feet
c.llpslope berm multiplier based on land slope see figure 0.34)
Select berm mullipler of F_ 2.94
d.Upslope width=berm mutiiplier((32c)times upslope mound height(G2b):
2.94_ x 3.5 R = 10.3 feet
D3 U- SLOPE h4ULTIFLIM TABLE
U"d 19P WFF 1)dtY�ly1L?PE
Siaa/e maleipl�a c:loioul: meldppllrw/urauioaa
!e,0 6iotr ratios sispe ratios
1 4:1 S -., alt ? 0 1 3- AI3 7-1
0 3A 4A 3.6 6 0 7A is p 3.4i 48 SA 60 7.6
1 2.9t 3AS 4_r6 US 654 7✓it 3.04 4.1, 526 638 7.53
2 283 3.75 454 336 8.14 6196 3.19 438 336 882 8.14
3 12.75 3S7 -US 398 5,79 6.15 3.36 431 SM 732 N."
4 2.66 3A3 4:17 484 3:16 6A8 3131 476 6.25 784 9.72
5 7-61 333 4A0 4.62 5.19 571 3.S3 SA6 bbl 8,57 10"
b 251 313 3AS 4AA 4.93 SAS 3.66 316 7.11 9.38 IZM
7 2A6 3A2. 3.70 4.23 4.70 LD 1 tL 536 7A9 1034 13.73
8 Z42 1" 3.57 4AS "dt 4.86 311.4 5.55 833 11.51 1391
9 236 2.94 3.•155 3_9V 436 4AS 433 629 9.04 13,04 7692
10 2-91 286 333 3_3 4.12 41A4 419 6*7 10A6 15.88 7333
li 1226 2_778 3.23 3 61 395 424 4.16 7.11 11.11 VA4 90.43
12 211 2.l0 3.11 3.41 396 4A6 tA9 7.64 11.56 711,.31 0.75
DOWNSLOPE
a Drop in elevation=rock layer width(D2)times percent larxlslope(C5)/100
10 ft x 9 % /100-- 0.9 feet
f.Downslope mourns height=depth of clean sand for slope fference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.90 ft + 3.5 ft= 4.4 feet
g.Downslope berm multiplier based?n percent Nand slope(see Figure D-34) 6.25
h.Downslope width=downslope multiplieer(G2g)times downslope mound helght(G21)
6.25 x 4.4 = 27.5 feet
1.Select greater of G1 and G2h as the downslope width 27.5 feet
j.Total mound width is the sum of up;lope(G2d)width plus rock layer width(D2)plus downslope width(G2t)
10.3 It+ 10.0 ft+ 27.5 ft= 47.7 feet
k.Total mound Wo is the sum of upslope width(G2d)plus rack layer length(D3)
05/20/2001 23:08 FAX 3982714 msts Q005
plus upslope width(G2d)
12.0 fl + 75.3 ft+ 12.0 ft= 99.3 ft
Final Dimensions 47.7 ft x 99.3 ft
LAYOUT
1. Select an appropriate scale,one inch= ®feet
2. Show pertinerd property boundaries,rights-of-way,easements
3. Show location of house,garage,drbmway,and all other improvements,existing or proposed.
4. Show location and layout of sewage treatrnent
I hereby cerdry that I have completed this work in accordance with all applicable ordinances,rules and laws
(signer) vlZ (license#) (date)
05/20/2001 23:08 FAZ 3982714 msts Q006
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05/20/2001 23:09 FAX 3982714 msts 9 008
DOSING CHAMBER SIZING
Al boxedrectanow must be entered,Bre rest'ail be calculated Width
• 1. Detemdne area
A Rectangle area=L x W
it x ft = 0 f LengthB. Cinde area=3.14 x radius2
41.
3.14 x ft= 0.0 f
C. Get area from manufacture L a Radii
2. Calculate gallons per inch
There are 7.5 gallons per cubic foot of volume,therefore multiply the area(1A,B or C)
tkrhes the conversion factor and divide by 12 inches per foot to dale galon per Mich.
Surface area x 7.5112= 0 fe x 7.5 / 12h% = • 25 gallon per inch Legal Tank;
* DWU;9k T*eC&S4._-�0 500 gallons or
3. Uoulate total tank volume 100%the Baily flow
A Depth from bottom of kdet pipe to tank bottom in or Alternating Pumps
B. Total tank volume=depth from botlorn of Inlet pipe to tank botkmr(3A)x gal4n(2) a.h:E**rA#sd Sewm •nom:a Gm5wo o..cbv
= 52 to x _ 25 galfm = 1300.0 gallons
boom" Gus I CJas 0 Cbr Hh GusnV
� 804. Caadategaatocoepmp(wih2:lkdaofwaerovwNpop) s � 216 d**
(Pump and bbdc_ height+2 Inches)x gallon per inch $us 296 )
vo+w
5 M
5 M 450 M intw
( 14 + 2 in) x 25 galfin = 400.0 gallons
e 900 S25 332 Cioa 4
7 Im am $70 Lora
5. Calculate total purnpout volume L a 12M 675 JIM cwur &
A Selectsize for 4-5 doses per day. Galton per dose=gpd(see RgweA-1)I doses per day=
900 gpd / doses/day = 180 gallons
B. Uoulate drainbadc
1. Determine total pipe length 30.0 Ift
2 Determine 4A volume of pipe, U7 gallft(see frgrse E-20)
):t?U: Wume of Liquid in Yi
3. Drainbacc quantity= 30.0. it(5B1) x 0.17 galRM) 5.1 v pi Diameter Gallons Foot
C. Total pump out volume=dose volmr45A)+drainbadc(5B3) pe. Pel'
180 gallons+ 5.1 gallons= 1&5.1 1 0.045
1.25 0.078
6. Caic uWe float separation distance(using total purnpout volume) t 2 0.17
Total purnpout vokune(5C)/galhnch(2) 25 025
185.1 gal I 25 gaUbn = 7.4 Inch 30.38
4 0.66
7. Calculate volume for alarm(typically 2-3 inches)
Alarm depth(inch) x gdwAtch(2) _ 1 3 in x 25 gallin = 75 got
8. Calculate total gallons=gallons wen purnp(4)+gallons pumpout(SC)+gallons alar m
400.0 gal + 185.1 gal + 75 gat = 660.1 gal
9. Total tank depth=WW galbns(8)/ga11IonAn(2)
660.1 gallons/ 25 gaIlin 26.4E17
art l;
Recommended _ -- _ . Cin'
Calculate reserve 5%of the low E ser our va:rra t
Y ) _t............. }SIT:n
niyrip 011 •s 1 11
D low x 0.75 = 900 x 0.75= 675 alone •�,�,k remit_
I hereby certify that I have oompieted ft work in accordance YA all applicable ordinances,rules and laws
(ire)_ L'9l< 11) $-zoo (dats)
05/20/2001 23:09 FAX 3982714 osts IM 009
PRESSURE DISTRIBUTION SYSTEM - Trenches
�;eoa•�aita yab.K
�auonQ n:2�. r 1C3!-an"�+wvsi°tY - -
All boxed rectangles must be entered,the rest aff be calculated
Paas SyxanA i.R'-S'
1. Select number of perforated laterals: 0
2. Select perforation spacing= F-=fta►><h.�7oeaAaoklrx.7,�eiwlj44=hpw r*5-*
oo k*vd to gmardm<10%d:enurgev0Kdkn
3. Since perforations should not be priced closer that 1 foot toett"kspAv
the edge of the rock layer(see diagram),subtract 2 feet from 1 k-, 'AM 1 -O k
i
the rock layer kxvth 2.5 a 1 14 1a 26
75 -2 ft= 73 ft ij
a i 13 17 26
rock layer length 7 i, is23
6 23
10 14 22
4 Determine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing=_75 ft/ 3 ft= 25 spaces
5. Number of perforations is equal to one plus the number of perforation spaces(4).
-Check figure E4 to assure the number of perinrations per lateral guarantees
<10%discharge variation.
25 spaces+1 = _26 pedbrations/lateral
6. A Total number of perforations=parforations per lateral(5)thm number of laterals(1).
26 perfs/[at x_ 3_ laterals= 78 perforations _
E-6c Perfor0w 0bch0W in W0
B.Calculate the square footage per perforation.
Should be 6-10 sgftlperf.Does not appy to at-grades. tread Pel fa nchl rfiumeter
1. Rock bed area=rock width(ft)r,rock length(ft) (feet) 1/rs 3116 7132 114
10 ft X 75 -ft= 750 fe B.Oa 0.18 0,42 0.56 0.74
2. Square foot per perforation=Rock Bed Area/number of perfs(6)
750.0 ft / 78 pen's = 9.6 ft2/pert 2Ab 026 0.59 0.80 1.04
�- 5.0 0.41 0.94 1.26 1 b5
7. Determine required flow rate by multiplying the total number n US-.0 1.0 fax'l rof 71r,'S"'.7f 4y lwrrrm
of perforations(6A)by flow per xations(see figure E-6)
78 perfs xM Jgpm/perfs= 43.7 gpm
8. if laterals are connected to header ripe as shown
in Figure E-1,to select minimum required lateral
diameter;enter figure E-4 with peftration spacing(2)and
number of perforations per lateral(:7.
Lppur•6-1-UmNed Leeolhd d End o1 lyswn _
Select minimum diameter for perforated laterals= Q Indies
9. ff perforated lateral system is alldied to manifold pipe
InlMQnler d M M1on �._ �.
near the center,Ike Figure E-2,petforated lateral length(3) _
and number of perforations per lateral(5)will be approximately
one half of that In step 8. Using thase values,select _ �- .•�j- � -
�ura+.na,�p
minimum diameter for perforated lateral= 1.25 Inches.
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
,, (signature) l 9�� (license#)
05/20/2001 23:10 FAX 3982714 msts 9 010
PUMP SEU=CTION PROCEDURE
At boxed mctwgfes must be entered,ft nest vrfif be caAad ..
1. Determine pump Y:
A. Gravity ix*f wn
1.Minimum required discbange Is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10%grerhter than the water
supply rata,but no faster than the rate at v4ach efltuent A flow
out of the distribution device.
ern
B.Pressure Distribution-see pressors design worksheet &irearmert at9e
Selected PumpCapaift. 43.7 gpm Wi gth
2A.ahevohion
inlet �fte+erce
2 Detemtine head requ*enWIW. c!oe
A. Elevation difference between pump-and point of discharge.
11 feet +
B. Special head requirement?(See Figure-Special Head Requhemerts)
C�feet Special Head Requirements
Gravity Distrlbudon OR
C. Friction foes Pre3s+re Dishhbutlon 5ft
1. Select pipe diameter F 2
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read friction loss In feet per 100 feet fmm Figure E-9 E-9.; Nan LOS h1 Wisfic
Friction loss== 328 fv 100 it of pipe per EOD feet
p Wr�d
cl
3.Determine total pipe length from pump discharge to sol system discharge point. 'tio+Nraiw 7.5' 2"3'
Estimate by adding 25 percent to pipe length for fitting loss 21) --
Equivalent length times 1.25=total pipe length -1 0.73 R i 1
15 ftx1.25= 16.75 tees 3'7L�sf ':'•fl ;?
'0 5.23 1.55 Q23
35
96
06
4.Calculate total friction loss by multipWg friction loss(C2) 6' 2' 0.30by the equivalent Pipe (C3)and divide by 100. .w :. ...." 8F9 >:_: 6? r' 139
FL= 3.28 fti100ft X 1.175 ft / 100= 0.6 feet 45:.,., 1 07 3.99 0.48
56 13-46Ab 3.49 0.58
D. Total head requirement is the sum of elevation dilbrenhoe(A),special '
r
head requirements(BI and lots!friction Ines(C4). 60 5.49 0.82
ft
i 6.48 0.95
J1 ft + 5 ft + 0.6 ft 0 7.44 2.09
Total Head: 16.8 Jed
3. Pump Selection
1.A pump must be selected to debar at least 43.7 gpm(iA or B)
with at least 1&6 feet of lotaf head(2D).
I hereby certify that I have oompleted this work in acoordanoe with all applirmble rules and laws.
(signature) f 1L/ (license#) S'2®'�41(d ate)
05/20/2001 23:10 FAX 3982714 rests Q 011
bw.J02DOWn"14
v�� r, , -Old" I n 4 OF SOS. BO .
, t QL _
taciaKan arUM6As�iet SAV AwAd l and Abp1'1�1
dbrinpr ,,a, 0y /'/JIG •
ke�b� .f�.Jlrr : Ms�ID_.: U�-.��L; u'A°b'd °e►,ar—_'
AwAg
� '� Syr�brc�e dsrolAow
Awl ri�ir al�rsr(�6M Awl
AVON#Odd AAMMOF Dad
��
2 1—el 00% lorA
21 If zo
2.s s 1
3 it wl IV ,rr,��s 2.0Y s/y erti
Of As
4y * �
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7— 7 —
B 8---
Sys IP ► Mohr roiAr
/yvMW of AW of�b FNsM►e �t /ire of AVPK
Aorry ~Mrd /Mws awlAr
AW pi MWt i Oo►iy A�aiir�..... AW
AWMAW ars/: Aoo~
amw d d— AW-1 of am""d dW ArN a✓MAS
Ab/pit Alari&y*&V__..+ A4e/prr l At dmirD Amb
05/20/2001 23:11 FAX 3982714 nsts 012
Lowa7as'rm• mo#
WM—
• /_f:_ a1D Obhs =5-17-+01
coaodra► ar
„re„b by A!d •
afo s 11 n. : AA" vM-srs�L: --
AWW wed(e�iMwd tw�: Mnd�L, a► ns► d�r ed ►
,,ma .Arm
..
d er d�.4sA�a�, .� Nm
Baa air OWf +r a�arr
S toy R 'z/ ° �- �.�,' ICY& Z/1.
fe Ct�'l lo- , I
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5wjy cl 2.6y 6 3 Z l% sy s/z.
—
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saa�•eaa► mart.: �► r.rr
g.smi of AW Of d4P^ Ate! da s'a•e M
Ams. ~bawg /•O Amts~M,-g
Aw r+wr+[in said Ibarir-,f -- Aw pmrm t Ab &w"Aab
No rtkr srw/: A*#~sat
�rwd d��+turf d ayoa ONOW9 td of L+ s few d 4bt
Abf i t AaMt--.•�+ /YW prma~1t i/ b0ir'&a&
emarnamp& : 92baur ods and ed"Wav/.t
1 '
05/20/2001 23:11 FAX 3982714 msts U013
I�er+�.sswys Tia■inaAt �e�s
Date S-17-,01
[«+vera ar AA PZA—
SAy 1?.�d zmd Abbm
ow*w oxymb
AVW apse(~ b%P. fibril—x, Aw tbs�/ ' �j - ar X.1 DOW
A�
61orb�nwnbar — -- �
AsAwamts« 1�rt A�rlb�es aM�vhrori
A IAaMO Qiarl
Chat
Ito
a!
w Mt. f-40e i"'u JT—
QM� tom•#- eo�1C
e a—
Ewe or of of AW ��. , of sot
sw,�p ,aa..tliw: .ab. Bear
of AW of A.pft prmm st .2sr D.t ar
_ 1,0 jbo" ata.aa-Ap
,bf P VMWf & bow Dam
,�arhw alai: /.
d AE AW of MdL eM-jjc<---ow of MeW.
AW poommi Jr booft Al*—.--! IYbI P � ii Oa►iiy AgAr
yrs one aneLVWwb tfjbAwpwgWVAWand CdWWJPMtS
05/20/2001 23:11 FAX 3982714 msts U014
PERGOLA TION-TMT SHEET
rust nae AkWtfw : ff"g LAtz ma --Am Rom 2�►oaJ
dbptA of Barre eottan : _/2_ o0w
Ddorr�eter of flare : 6 hdlss Dots tart clots papored: - I1-b
Sod' Doto Iron tett ho%
dv^ babes tiurkr+e wo coo
IAethod of swvt *#* M* MSA Mft OVA of paa Arae ~,h AMOK of Hate
OWN and Aare of*~ veto MW: I i7-Ot 4 2:M Z*fA of ftMw weta!aft #bow A&* eo
AMtAod&Wsd tb Mobtab 12'of mater abpb4 ib Aare for 4 Aomw : dgtan l* AWN
P&-cokrtkn test e+aMlroted Aj,: Awok Plea omikn t"I skirted at
Afoani�xw nvtw► arm *bow he* #*flan d#*g teat he*** abfe : S•/8'+o!
WA MR WATER
7lME /NIFRYAL Wil TER D/P� PROP FERC RATE
(M,asfvTEs> DEpM (I�xlim) of�CANO), cAlcrx.o7fi0Al
211 � A
RLI owl
a120 - � MAp
Rim __ -- ) - --3 --1L•�—C
Z�_ 2!Zib_ _ /I6 _b6 __ PzW
-= RiM -- -- ate: Z-13 `-7 -D
Z .�2-TK 2 '/a --2. 13-- >IAC
REM --------- _ '-• ,�- E
AEM ..------- IF
rte t�r+c
A,B,C B,C,D
I
I 41x1 s impX ale a -
C,D,E D,E,F
X ata s X am a
05/20/2001 23:12 FAX 3982714 rests 9 015
PERMAT/01V TEST SHEET
roar Aare laootrarl : �/�u �• �61k 3 o ID CQi6��yRe w
poo of"M boft m : ... — des tiab ML j
O�►neJar of bore hd}as Gbls lost �s P�Pcorod
Soil' Data from test 1we
d�lplA hd� "I text" spat'cAlor
S --
Igo c _.
/led+�ad of**,W sfatrl►w. Mvb WO naffs Vph of paa s&o pv&W h botftw of*** : _rte hdjss
Dbh oad hover at hAdia✓ eoh+'Jl 1y: �•17.OI f 2:D� Ohplh o/rillUkV n+ote�►Altw/g:_12._ abow hob bo
AAr/Aad sn d to owhi h t?•of Mator abpbb it ho* *r 4*Ours : ••,,.,�,�, stAhan
PbrsoMNae test COMM Wow: -k �� P&-C&fvtkw last skirled at 2 U (&n/W
Alrouh 1vlW abptb oitioa .dab boltar l &#*g last : �.- b►etias Boo : S•lb.01
I/VIERVAL WATER WATER WA TFR FERC RATE
TIME (MVVIIT£S) PZPTItPROP DROP CALCICAMV
(f-ocfiiarlJ decs►no/)
o I.ob = -6
2; i2 sr,�r --- , --- _)�L1 _� Qb Pic A
2: mac _..-Q---- 7 '2 —' ZZ-7
B
Is Im AM
AgM
PEW
- ---ROW ----- _ = P—E
Ric[ F
A,B,C B•C,D =
- a _
Jr 4W s X QJO a
C,D,E D,E,F =
-oryIT r
05/20/2001 23:12 FAX 3982714 rests IM 016
PERCOLATION TEST SKEET
• T.st .ho1�o �bcotlaa : /r/j�u Leta.BIk 3 O ID C Re"I 2 A004
Both of Ad& bottlers h" Aft
am"Ofer of*am : E-R he*" Date tart A** was p 4oarod: h-O
Sod' Date from lost ho%
abp^ hdfet oaM hxhnr =I craw
S� lei s
Albthod of is vtdlhp Aa6Noco1': b *a no& arm of poo A&V PVW/h Am= of he* hM*M
abh and#Mr of Imo✓moft AWW: 5-17-O i i 2%W VWM of MW +rater MON: _lZ_ elbow/law eo
AOWhod WSW ro OWbtah f?"of mter abpth iii *04 Ar 4 Aowy : A�tairoth �+bow �11
POTOM&W tort canabeted OA{: offom AOW- patobtkh tlwt atarfid of. r�.11•—
A&ximum walor d*th 4100m MAP Aottarn abvhp tout:�- hc*w Dbte: 5-rf8 b1
WAW? -WATER
AAIE /NTERVAL WATER DROP DROP PERC BATF
(M/NOTES) D£PTh► 0i�acmm) c�cano/) CALG�fifCATJfOb�V
1 STAffir ---to ---- .Z Z --3 _ -A
2-136 REM _ o ___ Z Z A ._ 2 = B
;oo 2y_ Z _
- -
----- -- --- --------
RMixc _------- ------ '-F
AM
A,B,C B,C,D
; - ®--
x am = x ary = -
C,D,E D,E,F
iur�-- 7P aw-- -mimmw r wf mw soww'f'aur
X Q Av �• x 9 If a .��--
05/20/2001 23:13 FAX 3982714 vests IM017
PERGOLA twm TEST s—imEr
. F t ,BIk3DIDS��.� R°� 2woa�
Teat .tio�li Mt�otlon;
dbptA of Aare "a&" : -
0-dy *mbw zwv test A&V w+vs prepared: �• t1-b►
D,�i0natar o/AoM : �_
Sod' Doto hnm test ho%
A�eAae W# tarn" aorD'oa�tor
ITs-_
ARitriod of aenvtcAl+g a�fcbwa►: Ilbb "Wh Raft Z** of pea alio gore✓h bottcar of A&*
abfiv ane Aorir of MM wvtsr Aft.. -61,021W AWO of iilrlw waft► ft: -..tom allow AaA/ eo
AMtAoe tuwe to inaiirtb* fr of wvter abpo h hot# *r a Aoww
PercoMIAM tort CWML ted Or: ASr A: AapMrr+abtkn test em*w of
A&w;"ta" wvter d*th atiorw hOM 60110" aiv*9 teat:�_ i►oA+o �evts: S-18'+�l
WATER WATER
TIME INTERVAL WATER DROP DROP PERU RATE
(M/NVW) DEPTH CALCMATIM
Zi IK SURT -- --- �! �_-1: =-�:FSA
• b �.z - i'/�c I rd __l:o fj AW v ow Paw
:3 2 mm ---- .: m"—B
1,66--- P�
' cC-• ---- 1 1
3'23 _AL_ - ------
2 -•--�---- - 1--`QLD
---
Raw --------- . �' - Pic E
AfM -------- --.—s PANG. F
A,B,C BAD
- r- - .o.•
Jr a m x ate
C,D,E D,E,F _
r S i
or
W l
x a so = a or gap
x alp ---
05/20/2001 23:13 FAX 3982714 msts 10018
PEf VOLA MAI TEST SKEET
Test Aare MaotFarr : cam zats,61k 3 e im wis d-l"
Re�cl
bwt,h of Rafs bolt m : -./2 *CAM tIA& tk► : .�—
A&"Otsr of ham .
6-��T hcAss Dbte test .406 oar Ava�varnd= '�-
Sod' Data *OM lost hwe
de�bb� hohas aoi' Hxtrmr
so cow
S� X04
m*Moe of saatc&iw aibb rah': hw Wo mo q,ph of Rea sir v v&w h bottom of*06 hcrim
&to onod Aory of mum. ! : S-!7-01 M 2:00 q*M of A~ mote.1Rft :...12_ asore haft eo
dlbthoe rand b omhM h 72'of entr APO h AoAr for 4 Aarws : •••,.,,,,�,r� ANN
Oavokilm lest caaobated br cablast sm*,e of_ 7
m mrk..,, wvter awk 6*vw ha v ionan Avft tart
INTERVAL WATER WA M? WATERT PER RA 7F
TI,1I£ (M/NUTESf DEPM . MOD DROP AG9!ATAO/V
(Tnactdon) (dx�►noI
sr,�r -- ---- r- ZZ Z-r
AMC
3�� _tel-- --,v73-�-- •-���- --2-Al----- PAWC
PAW
AEM ---------
Rim -------- -.._____---F
nWPDW
B,C,D
A,B,C
—oro— �/� s W/Jr are OW7 or x a to a
E D,E,F =
A/ aro a --
05/20/2001 23:13 FAX 3982714 msts U019
PERGOLA T10111 TESTS ET
T":
AWth o/halts eottam : __12_ /I*& tie
A47rrreter of AoiM
6-.9 ,hclyes Qate test Aare am pvo~
S047 Data from rest hole
s ti, M#caw
Ma6ue of JOVIC&&W srabwae/: Mg *wh Arm of Rev S&O vV&W A► A01*M of A"
vote ow Aar of ftw wto` My.. 5-1-1-al s 2:OD pvm of,irlw mater
'Wilmd used ro apobta k f2-of nvldr dWm, h Aad. for 4 Aare : iwran
plA►eseott" resat e+anatneted bj
BeM►i* "Wdr!_ Peneab&W hast started of
A4=jMw nvhr Arm doors .40* $Ottw" &v*g hwt :_. lW*W Arm : S-18 m
1NTERYAL WATER WATER WATER PERC RATE
(A/Ay!lTESf DEPTl� ORAa DROP
AME (fractror/f o�co►no/f C/ILLXJYATJbIV
�.�� START -- 2Z —�3w ARGO a J �- A
Paw
I15- ---� -- --I��3
s�B
ZSr' _L ly - --------- -f-----
'oV -RSL _.__ --- �— '� --C
AM
RDW -..._ --- ,- , -T—L-` D
RJM - ------ , —
�- ' -E
--------- - -----
AMM -------- ---' P—F
A,B,C B,C,D
- -. -
X Q AD a X a 110 a
C,D,E D,E.F -
-3�aa �az� somw if
-WOW 77
X Q 10 = r7
X Q f0 s _--�—
DATE TIME
CITY NO CALLED I !
INSPECTION
IC ,- SCHEDUL D `
PERMIT NO. C COMPLETED
ADDRESS ?5'
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
14 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
CO03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27SEPTIC MAINT. 21 COMPLAINT
Q 07 DEMO-FINAL CaSEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTORTOMEET YOU:XYES_NO
COMMENTS:
ccj
6a1( 0 .tt,rk[
ccO
W
Q
2
W
Z
141
Z)
LUORKSATISFACTORY:PROCEED 11PROJECT COMPLETE
W
?01"IckOO-FIRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED 9.00
PERMIT NO. ��� COMPLETED A
0
ADDRESS -11Q' \/V'N+Cr - wrn 0
OWNER Ta!�j,/ CONTR. CAOVtr 44:11
TELEPHONE NO. gg��
DESCRIPTIONS(pt-,(_ R 4Q
W 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE 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
v 07 DEMO-FINAL15 EPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU)YES_NO
COMMENTS:
k _ V, U Ok ,
LQ
CC reD
t
0
cc
0
Lk
W
cc
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QC
d �WORKSATISFACTORY&.PROCEED ElW � \
PROJECTCOMPLETE
CC
W ❑ CORRECT WORK R PROCEED n ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR I' CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-4600
Owner/Cont actor on site:
Inspector aikyn6,_
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN OP-04"0( �,• S
INSPECTION ICE SCHEDULED J
PERMIT NO( COMPLETED -� s 4'.3o
ADDRESS 0Xr)
OWNER CONTR.' iC`O',N f- J) -i l
TELEPHONE N0.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE 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
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YO-uN-�a_YES_NO
COMMENTS:
cc
a R4 C< beto X >5 f
o I C) ` c � tit` �c
1 . 5-
C
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Q 1. 5- r sc'k �
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WORK SATISFACTORY:PR OCE ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORECOVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
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. (952) 249-4600
Owner/Contractor on site:
Inspector.
White CopylInspector's File Canary Copy/Site Notice
CITY OF ORONO DATE TIME
/ CALLED IN
INSPECTION N L� SCHEDULED
PERMIT NO. l"`JJJ COMPLETED
ADDRESS opC�Q t-t
OWNER CONTR.
TELEPHONE NO. �/�IC
�
3Z DESCRIPTION S P •Z Y -(,�R
4 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE 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
J 07 DEMO-FINAL 15 STALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEETYOXU_ YES_NO
COMMENTS:
AVt t�
j0 VQ
S C()2
W �'L-5 SSS � � G �c:�•t\ �1t �� :^`�
CC
Q
Z
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CC
LAj ❑WORK SATISFACTORY:PROCEED PiROJECTCOMPLETE
oz
W ❑CORRECT WORK&PROCEED ❑ SUE CERTIFICATE OF OCCUPANCY
C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Con actor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice