HomeMy WebLinkAbout1994-006604 - new septic system PERMIT
CITY OF ORONO
PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66 !:2,EWER ;''q WATER
Permit Number 006604
Crystal Bay, Minnesota 55223
(612) 473-7357 Date Issued: 11/02/94
SITE ADDRESS:
A.0 ORONO ORCHARD RD N
CH
P . I . N , : 35-118 -a47000S
DESCRIPTION:
NEW :::',EPTIC SYSTEM
WtPr Permit TYpe NEW SEPTIC : :Tc..
Water Work Type RESIDENCE
CITY OF ORONO
rre.mAirr !In:n-17
ifS/11 1:1 f
1 313300000 FT
A 4 rrki /V AA
Li_? .LV/ VV
7.2;1700000
REMARKS: A I rni
V J.
Ti i rCA
L-1-.1P1-1HAW, I
CUOI ROI TI 005
FEE SUMMARY:
•
3A.se $100 . 00
Sur:-.hare
Total Fee $100 -50
CONTRACTOR: Applirant - OWNER:
PETERSON ELMER J CO Tn4"/ISIS1 STRUYK DAVE
5921 nAGUE AVE SE 40 ORnNO ORCHARD RD N
DELANO MN bSS2S (CONC.', mN
( :12) 471-8151
I , I
THE UNDERSIGNED FERERY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENT
SPECIFIED AND AGREES TO DO ALL' WORK IN STRICT COMPLIANCE WITH ALL CITY OF
nRnNn ORDINANCES AND STATE, or MINNESOTA BUILDING CODE REQUIREMENTS.
cz‘d,
64-ekii-erk-erryba,i2.,.\
APPLICANT/PERMIT'KE SIGNATURE ISSUED BY:SIGNATURE C4(
. '( O9'
ti I
CITY OF ORO 0 SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 K=11ey Parkway)
Crystal Bay, I 55323
JOB SITE ADD' S: y(-). ( 9_ ) /a).
Occupan4y Type: Residential X Commercial Other
Permit Trpe: New or Replacement System, $100.00 2<
Repair Existing System, $ 50.00
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: PCku-. S Phone Number:
Mailing Address: ,�,� �+ P City: Tip: 675-j:3- 35/
Contractor's Name: a rplIMB lepp41• Phone Manner: i/7/
Mailing Address: ,3-9, / 6 Q City: �o�, .�, Tp: 5 s3-�
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 City of Orono Septic System
Installers icense.
3. All work ust be done in accordance with the approved septic system design. Design
reports ar• not considered approved unless accompanied by the "City of Orono Septic
System Arproval" cover sheet signed by the City Inspector.
4. The follo ing inspections will be required for all septic systems:
A. Pre-' •tallation site inspection to include inspector, installer, and general contractor.
B. Tank • tallation prior to covering.
C. Dri s eld trench installation prior to covering. For mounds, inspection is required
after rilugh-up but prior to sand placement (sand will be jar tested for silt content),
and ag=in during pressure distribution piping installation in the rock bed.
D. Final '• pection to verify proper fmal cover depths and to verify that all pump station
(whe - required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour noti e is required for all inspections.
. 4
N,
,-
NOTE:
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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:
Tanks: x Precast Concrete _ Other Manufacturer
. Capacities: 1)/ gal. 2) ;•fi gal. 3)//>cegal.
B. Pump tation (if required)
Pump m: e & model :.e) `./ _ 0 f (attach pump curve &
literature); , stem design , I wires If gpm at y feet of head.
High water . arm m. - & model , 9!,,,- 7,___A . Outside
electrical work t. be ' •mpleted by installer electrician ,K
other . Inside electrical work must be completed by
electrician.
C. TreatmerSystem:
)( renches: s.f. Mound
De' ii of rock below pipe /v.— Rock bed dimensions /0 'x fO'
Drop Boxes nd bed dimensions go '3(...19 '
Distribution Box Pressure Dist. Pipe Diam. / .."
Manid Pipe Diam. "
D. Final Cover/Topsoil to be: A( borrowed m site c
(show location on site plan)
K. 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 the 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:/1 - i', . ' �-. Date: /% -)7--- 57
MPCA Certification Nb.: oF/3 '
Staff Review: Approval Denial
Reviewer:
lyri_____, / ;ate: /��P
Reason for Denial:
06.
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: X14 L 3rchard 1�D. N.
Occupancy Type: Residential X Commercial Other
Permit Type: New or Replacement System, $100.00 xxxx
Repair Existing System, $ 50.00 xxxxxx
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
David Struyk phone Number:
Owner's Name:
Mailing Address: City:
Imer J Peterson Phone Number: 4 /??W151
Contractors Name.
Mailing Address: 5921 Dague ave s.e. Citypelano zip:55 -13
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 City of Orono 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 station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
vas
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
0 1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
x 2. I will be installing the following:
A. Tanks: x Precast Concrete Other Manufacturer
Tank Capacities: 1)" 0 0 0 gal. 2) gal. 3) gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature); system design requires 40 tpomr at 24.6 feet of head.
High water alarm make & model Outside
electrical work to be completed by installer electrician x
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. _2i_ Mound
Depth of rock below pipe " Rock bed dimensions 10 'X 50
Drop Boxes Sand bed dimensiong0 i 1 "D
Distribution Box Pressure Dist. Pipe'iam.
/
Maniford Pipe Diam. 2 "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
x 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 the 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.
p
/A1, se t8aC
SignatureofApplicant: ��r i' s ate:
00813 /
MPCA Certification No.
Staff Review: Approval Denial
Reviewer: A' "� ,l2 Date:
Reason for Denial:
u
, , a
.,Q, Q „„,.,,„,c-All h ITY OF ORONO
y- �a” SE ' C SYSTEM APPROVAL
•�; tiiftY of ORONO
VCr:'
Municipal Of ces
\N �� Post Office Box 66
Crystal Bay,Minnesota 55323-0066
kES-
LOCATION: 40 Orono Orchard Rd. N.
OWNER: David Struyk
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Koch' s Soil Testing REPORT DATE: August 20, 1994
The City of Orono has Approved your on-site system design as of August 2 3, 1994
(approved-disapproved) (date)
with the following comments: The lot lines must be verified prior to system
i
installation. C:./� rktifr-e06 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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORON•
By G' 7.00. •
Stephen -c an, On-site Systems Manager
TELEPHONE—473-7357•FAX-473-0510
. Koch's Soil Testing •
i . . P.O. Box 81
Loretto, MN 55357 -
" Tel: (612)479-2637 8/2r/94-
-40 rcr_o Crchad bra .
�
Crono , 'i._n.
• % : • .
�C ' site; -above :1'dd 'ess .
2he • ,;r;rsent drainfield was c?ete]•rrine to be Bailin;; and sleecir' out ,
thee. fo]'e an_other! site was selected to deterrine ; hat type, of drainfield
co_;ld be installed and still comply with the local codes .
c
2' •2 r ir./ir.. and the depth to mottled
The aver ap-e pefc la.tion ••r•a.te was
soil. was -at 24-3* inches .
e the encjos d . soil boring lo ,s and percolation tests .fol the details.
•
.s € rated soil levels that exist
"ottled soil is onsider the seasonal ;,�.v- Ci•-�, of Crono i,r.-.site �e�rage
urin�: t wet s- cors ( fall and spr.11n ) . =- e n
nni•mun cJrotttled soil be at i inches
es
Alok
U�. _:; � r'e�' ir- that' the mi �er,t.l: to
a a I beforea da]•d . dr.ainf ild ( trench system) can be installed .
o,. . , ,��,. S.�;r;r-; ., the only type
Th r,•,>fore with t e above infor tion ( r._ottled soil levels )
' of ste,. that c: n h_,e installed ov this lot is a pressurized round system.
f d]'!�!�'r :i'orre ( J'.i: F d CJn E Jr ;dal/day
- _ or roux system needed for '1 -e sizin: Z
i c _ �.:.. r. �; nthe �=�crtj:,rs) )
-::-0, r- ,_rte e and a fere . rate of 2, : r�in/ _ - fl.. '
. _:�-r. • on the dowr_slo:
'.- ._ ^rl ft . :Hr.: on the ,t,,;�lc,U., , 1 -� -
of t'-,e rocs layer would
ft i by 50 •f t. lon 1. ft . ) .
' o`' ateri ,1=% ':'f,edE.:d ; •
_�arri-- (j ,yds . --231 - . 1 _ •
fes
Jo9 fir.„> . --27 tons ”---- .
.amend' loam----35 yds . "--Ift.. t.
•
rip
seri c0 yds . -- / ft.
+ pressurized h`r fr;r e a 7:,- e t n.,:( lOr` dlo
( n.P' _I C al/cycle- -.c,',, c � e i o
- � r �� �.�,C ._ - � a 7 .` - �r.M) -,1; ,t .e i...:tall�,c? in
:. ' :'yster Mth a sound `LnL 'i
house to 1111 i ,ate pu:IP f ailur'a,•,
,-•.,_ inclosed � ip u tame d i ag-r�:a.r'• for the
Wit; � - -� • 1 nr 'rc+:.. ?rl:j 1�e used these tar:�s should:a l on ealed septic t ;. ess s ,o
-17- !.-- d out e ;e ;- 2-3years. •
. w
he site ,.;r'--ectad to locatethe V , r".; teon _s the r o t loTical area
to >ta.11 a syste'" on. .
-3ite -&
va.l.u.>.to]•
• cer't Koch :. .F .C .•. 1 29
r,^6^^' K^r -, MPCA Certified
tt A is ID R, ) fir\j i
f
0 i 0 :__. .: r; ' A
r. r d �i t:' r c) rl -}lea
`A^/��1�` ./ASL
V Z r ii- •`•;-' i_
.1r7 0 4.•4•,720P YO jj
.J v L,
. i .,,...,, fi., ,,, ,: .r.,,,, l.7Et..,ild, ,..,; /..A.i ilkLj ‘rri t24.4 .-96biri CP
eil
0 ..1‘,, ::: ,, 1 ,,,- ,_ L ::-: A ize) kp /1"... ec'ri,QC 1.1v o \& .
;:, k,,,\,`,. ':-. -:.: .., 'i--),:Z L,.., ,I.:, gji'Vti, , frei \) -ii.v..„. ,..„..,(rt_ry„. 0,./- .
>5; V, f,..1 • ;_,.: ,;,-:.:- 4,;-, ....„; ;:- -:, \P ,ori `' w L.:v.& a.,o To-ra4)119,__
,.. , ;.•9: :_) 0,j „EL,- z q / ---- •
....- iP I- \ r.i• :: .,.. ------s----;"---'
........_) ,
i r 1
I\ , I C' ( �%C' o r
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US9 I
te^ '��' . X `--` .
L,' -_0")& .....!...i_f.2,----5, __
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---n--- >..7
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. . 6''''
. -.1--
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I , ,.._ ,, ________________i pi
4.A-r.-5”. - V
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1---) ha))1.- i..1 dLi )q
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) '11"'" Ali
iiia
It60(..re.„
ir
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1)Q- ��,/-,,
------ /- toaQ 1 , sk-„,3c -
• ,• ;'.... ' -,- •"• k.,-.J..a J. r«u<d AA ilAi!liMaot4 du.i90g Part juuuj lyU/'
• Type / House . 4/ bit 60.c) tpd
eptlataiik Volume • , —/ao o 4.e4 .4.zo hz-:;�
I •
• • , u ii Cheraterletioel
I• • .
.
• 1 1opth to MOeeeeonal soba or eeturation level .
I
�'Hottled evil level 07'x- !bakes
,� ` • 2 Average 1•eroolation nate ....36, Kim/inch
• beelgu range 16 - , t*in/ittoh
i� ;3 .3011 eiting.feotor O- _3 oq. tt./ tpd
• .1. h Land Slope , 6-5,d % .
. ;•t 1) • !took 'Layer t Treatment Area) b1meneiott
.
' 1 /nGG , gale/deur I 0.10 eq ft / gel •. . 4700 , e4, It.
ia
a nt a l,, meq. Iii
• • • • 2 Jo , it. tilde A - ft. lots
. a
' 3 nook Volume neododi ••
i 500 eq. ft. treetmont area 1 LC)U It. depth of took •
1 /T ou. yds. A 1 .11 • a7 toil + )a 0)o
.
• .• .. •
• , • Uterell llimonetone bP !blinds' i . ' t
.• ' , 1 9 It. aide
, • 3:03:/ n(� ,, , dl. 10 it. hook pidth JO t!•
' ' 6.00;/ I dtiM /9 iE.
• t .
.
• .
• I 2 • g___�' Its long flock length is So x!. bet Slope
I . ` .• 3 tonal lawn area Qd it. J. 39 31. • 310 0 eq. fl
.. . . •,
I '
.
.
• .
• � I --?.•�•
•
1 Sand ( ),1•1 ,ft thick) /66--; on. yds ._23 1 T-1.o - to'I, • .
' (n `' • 2 hock ( /.oft. thick) J9 yds. 027 ton IV no .
j • Sandy Loam (1 ft. thick) _3S" eu. yds. . ± /b4,70 .
• • • • . 11 • , ToPaoil &'think) 9i, ou. yds. 1- /G 70 '
a ramping Tank Cepaci ty 1
1 /o c gal tank .
• (a) ,ruirping rate , j ‘.5.----
5 rallolla / eye's with at leant h oynlee/dal
I . thin includes draihbnok calculation
• (b) • Reserve onpaoity 6-/ 5 gal teen encloeed design)
1
I n. . mop Jiz
.,' 1 in' kg/Li/mill) p r Grne,uwu 01-'1,(0 ill 10-0,-eQ(P94-/-3.
I I. z Inn all an /'farm eyetorn in Lhe hone(' to indloate pump failure
1 . ••. Ina allboth a sound and a light alarm. .
• • i . •
!. • 1, 1'er[orat d Distribution 1'ipe•
.
1 1/7 " Diameter •
r
2 1 '-4'LI lineal rtic - -oee7
aQ ` " f
porterated holes apace at (fl a apart.
I. J SoLbncket .
Tanks 10 1 i from property line - o . from cell 16 .. LYoi) hulltilt.
I • 'Proatlas n, Area:
.
� 1: .IL__
:1 :Lnico , from wale,:,•t• from property lf,neJ
• :r.m moll. _ hof from buJ.lc+.ltce ,�0, , from breed / • .
1:04e/Dif.V? `�Yf 6o ct-sid JvuR�
' 0, y',/ i-6._cPitAlae- 64: .'":1 c/6‘'l f-/I5L
a,le",,..12.., ‘4,12/tad20
•
. .'. •
. ," .7
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gp.i)
A. FLOW Ev6mx.
imat.:al Serene n ne Flaunt us Galloper
Estimated looC gpd c"01
•
or me cared .x 1.3 = gpd. a e,ro0om. 7.p.1 I r,p.u TYpo In
2 370 ' J 180
B. S TANK LIQUID VOLUMES 3 a 0 700 211
/_ +� 0)0 4315,; :.76
•
- - /000 gallons -r .�o
.6 900 32.3 3)2
7 IU!U 600 370
C. SO (refer to site evaluation) s 1200 673 •�a
1. D pth to restricting layer = 0,2`/- inches '`r e-'w-.--OMR.
eerd1---,....:4.-t..... {fes•r-Y
2. D pth of percolation tests = /2 inches W• --.
3. P rcolation rate .26.62 moi :••- 7p 111.3
1+• 1Q0 1/0
4. La.nd slope l-O °id ,si:+ w
D. ROCK LAYER DIME\iSIONS
1. Ni tiply flow rate by 0.33 to obtain required area of rock
layer: A x 0.33 =
gco gpdx0.33sq. ft./gpd = eco sq. f?.
2. `' !ect width of rock !aver (10 feet or !L-ss) = /o ft.
3. L ngth of rock layer = area width =
R.-.•,.-:.,. 1?•.�
StJo sq. ft. + Io ft. _ 5o ft. ,. .•........:.....
•r.,•r•r•r•r•r•r•r•r•r•r•r.r.r••':•W
� r i r r r:r r r•r•r•r r.: r.r•r
E. ROC VOLUME 1-- Length -
1. , fultiply rock area by rock depth to get cubic feet of rock; 6-0• ii`
S'oc, sq. ft. x / ft. _ .moi.04- t. ft.
2. ivide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
5D0 cu. ft. -- 27 = 19 cu. yd.
3. 1 ultiply cubic yards by 1.4 to get weight of rock in tons;
19 cu. yd. x 1.4 ton/cu. yd. =.27 tons. 4 %
F. ADSORPTION WIDTH Absorption width Sizing Table
1. Percolation rate in top 12 inches of soil is •QC.-a rnpi Pt-Twit�on Rim G.lbn. 1 1L
t- .n Muunes per Sat Teirun.pe yr pal Abler;
)b--3c) mp( .`GA IY`r) f0\1 Kca(mei) Iqursloo. to R.
J l
2. Select allowable soil loading rate from table; Fester than 0.1 •• Co s.rK -.
0,C�a gpd/ft20.1.1-..Iles
0 Fin.Send•• OW
6 to IS Sena,Llan 0.79
16 to 30 Ween 0.60
3. Calculate adsorption width ratio by dividing rock layer w,o Ca,Lam o.:°
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; Sb-zraan �; °
1.20 gpd/ftp+ 0.60 gpd/ft• _ 00 • Soil too coane toe mata,la,ton of
standard system.
See:060.0170 Subp 2.G.).one 26.
4. Multiply adsorption width ratio by rock layer width to get •• Soil having 343%or mon ofhas sand
plus eery fine sand.
required adsorption width; •••sa.l too heavy foe Imwlauon of a
standard system.
• a,QC) x Io ft = LG ft Sea 7080.0:10Sotp3.A.pap 33.
G. DOWNSLOPE IKE WIDTH D vA:r/C _
1. If landslope is 3% r more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe 3 3, (,
fii-
, ft- /o ft = fa feet J
2. Calculate Minim mound size based on geometery: •
a. Determine •epth of clean sand fill at upslope edge of rock •
layer: Separ•tion : 3 ft-c,.2 = / feet 3---
b.
b. Add depth .f clean sand for separation (2a) ��' i ` ► root cover ol6
at upslope - ge, depth of rock layer (1 foot) 3- • root Flo :ed
to depth of .over (1 foot) to find the 5eparatIon
mound heigt at the upslope edge of rock --�� slope olrrerencie: t
u P P .3 upsloce Ilan
ft + 4.h + lft = feet -ID__rteC clock eM rlCcn
c. Enter table 'th landslope and upslope dike ratio. 1.0_.reel Downs too am
Select dike i ultiplier of .3 .23
d. Multiply •' e multiplier by upslope mound height / ---, 3y, i
to find upslope dike width: "3.13 x 3 )c) feet fiL
-51
e. Multiply ro. layer width by landslopto determine drop .5:40 e.- yG
in elevatio ; Slope Difference
0 x 6 %a - 100 =0'6 feet
f. Add depth if clean sand for slope difference (2e) at
downslope :dge, to the mound height at the upslope edge
of rock laye (2b) to fir}d the downslope height;
. ,3. ft +o.€ ft =,6 feet
g. Enter table with landsiope and downslope dike ratio.
Select dike multiplier of 3-.26 .
h. Multiply dike multiplier by downslope mound height(2f)
to get downslope dike width:3 X x 3. ' = /9 feet
i. Compare the values of step G.1 and Step G.2h Select the
• greater of the two values as the downslope dike width;
/P feet . / - - 77-/ '--",'
j. Total mound width is the sum of uo,;eo• .,atn [ . : ".•. ,.. .. .,..., i... : -.. . )
upslope dike (G.2e) width plus rock --�-""
layer width (D.2) plus ,39 •, •"
downslope dike width(G.2); c u oste a...tar • • . l.ps,C9�'Nov.
s
Feet . . . . . I f4•'
/v ft + /0 ft +...L2._ ft = -19 feet a 1 0., --
k. Total mound length is the sum of
Qpw�1]1 •w1Otn
upslope dike width (G.2e) plus rock layer 1 fe•t
length(D.3) plus.upslope dike width (G.2e);
�,7 ....� 1 C ft + --S-i2,ft + /o ft .. feet ,2 • )l
d..ez4v2:1),./...e. /•J 4 ,0 ' 4 /' V U 0- Total tongtn ss, if
Downslope
Lpslope
3:1 4:1 1.1 41 7.1 11 4:1 S:l 4l 7:1 1:l
i iIop' 0 3.0 4.0 5.0 4.0 7.0 ed
0 3.0 CO4.0 5.0 4.04.76 561 134 7.41
1 3.09 4.17 5.21 W 733191 ]tl
2 3.19 415 514 6.52 4.14 L9' 3.70 454 336 114 L90
3 320 434 5.66 7.32 1.14 273 3.57 415 5.06 5.I 1.43
4 3.41 4.76 433 7.39 9.72 2.61 3.43 4.17 4.114 5.44 6231
S , 337 LN 137 1077 161 1.00 4.42 5.19 5.71
311 5.:11 7.N 931 12.07 2.54 7.D 3.35 4.41 4.97 SAI
7 310 • 7.64 10.34 13J2 246 3.12 3.70 4.22 4.:V 3.3
1 3.95 3.61 1133 1134 15.91 242 3.07 237 1103 4.411 414
9 4.11 6.15 9.09 13.04 1192 231 294 3.43 3.90 4.30 444
10 4. L47 10.0 15.00 2333 231 111 333 3.73 4.12 444
II 4.41 7.14 11.11 1765 30.43 2-3 7.77 323 3.41 295 4.24
12 414 7.49 1230 22.43 43.73 211 2.70 3.22 244 3.10 4.011
•
DDO PERFORATION OP A P£RFOAATED U►'tRA--
C _ 10 E ; 1 • r
1. Select number .f perforated laterals -3 fr T.s..l A
/ G.. uae newts too.. Leto(
M«N n
heat,Send law :Men t.t.r ot ow«.rw t....N
2. Select perforad i n spacing= -3 feet. re w l rad
•t ••• • ��
t'rse:?rrsrrr?'rt•ta• rt.u, d.er T.e
3. Since perforatio should not be placed closer than 1 ft. to -:'f ' _ „ ” �,:' cap
the edge of the ock layer(see diagram),subtract 2 ft. from -:-..' - ' r.t« d.tt000.lAcetof
the rock layer 1= gth. , u».Send l.,.. bottom of (Alma
Original Salt Proven? Scoolloo -
` -2 ft. _ '`�� feet. r..t«..t.�. s.,,.�.,..
rarer tengeh TABLE OF PERFORATION DISCHARGES IN CPM
4. Determine the umber of spaces between perforations. Head Perforanondlament(Inchel
Divide the leng h above by perfc::::cn 31 acing and round I '/a '�.
down to neares whole number.
1.0a') 036 0.71 i
73 0.69 0.90
Length perf. sp ting 31 ft.+ 3 ft. = l6 spaces z os 0.80 1.04
(3) (2) 3.0 0.s 1.23
5. Number of perf rations is equal to one plus the number of to
o .47
1.13 1
perforation spa es .
....se 1.0 foot of head for residential"meats.
IWise LO feet of head for other establishes:..... (
/G space• + 1 = 17 perforations/lateral
M........•.t.......r.-.-.r.r.....r w.t..
6. Multiply erfo•ationsper lateral bynumber of laterals to
p y p .r. 125 inch 1.5 inch 2.0 inch
get total numb- of perforations. 14 1$ 28
13 ___11_17.) 26
�_ ) ') �3.3 12 16 25
X perforations. 4.0 11 15 23
lateral a pct's/lateral 5.0 10 14 22
7. Determine req ed flow rate by multiplying
number of perf'rations by flow per perforation
O.7`1 _ 4 gp l l,. ......14.0 LOCA.ed .r OO St q.9e,. OSMOTIC.. [.
. _ gpar/peri
8. If laterals are cected to header pipe as shown on upper
example, to sel minimum required lateral diameter; enter �,,,. -,table with perf ration spacing and number of perforations ,,�
per lateral. Sel ct minimum diameter for \- -'''''''
perforated later = inches.
c,__._,a.....
9. If perforated la ral system is attached to manifold pipe near "mamma center,low diagram,perforated lateral length and --:-.=-.1.-.----'
number of perf rations per lateral will be approximately one - "•'Q'""''=
half of that in s p 8. Using these values, select minimum �,,.'*�\�
diameter for pe forated lateral = / z-
inches. N.--.• ca 1-1.4--
•\
•
. Determine p• • p capadtyt
I. Minima suggested Ii 600 gallons per hour(10 gpm)to stay*heed of
•
• water . rate. . 1
I 2. Maxim suggested for delivery to a drop'box of a home system!!2.700
gallons • - hour(41 gpm)to prevent build-up of pressure In drop box.
3. Use valuCTHdesD PUMP GPA tribudon System. 00 -..P -).; ti , -
••
...�..__spat - Nosiest* •
I
A. Determine he • requlrementsr • F
•
.1. Elevation difference between pump and point of dl+cttarge.
Elevation but
2. If pum• if io a Maury distribution system.add Ave feet for pressure 13 -#
required t manifold --,'S. •
•feet •
Pitt....
' 3. Frktion 1 ss . l-7 beds Lo inch =
a. Enter ctlon loss table with gpm and pipe diameter. •5/o7f /71 133121Media t r.►�Rondo
. Read ctlon loss In feet per 100 feet from page F-18. � ,� 10 0.69 0.20•
F.L c :,41/ [t./100 ft of pipe .0 ,�,.�;�. 12 0.96 o:�a
b. Lie !vee total pipe length from pump to discharge 16 1.63 0.48
pot, -- '?ri percent to pipe length for fitting 11 2.03 0.60
I �;e a fitting loss chart. Equlvalentpipe 20 3.47 0.73
length 1.25 times pipe length• � 330 25 5.23 1;;
`c z 1.25• .,..s.: feet It 7.90
c. Calcul to total friction loss by multiplyingI �> �±
73 3.23
frictio loss In ft/100 ft by equivalent pipe length./ ( So 3.99
. Total fricti it loss a =50 x `� _4•100• ' feet 35 • 4.16
4. Total hes required is the sum of elevation difference, 60 3•60
special h d requirements,and total friction loss. '
• (1) (2) 1�3e1 i
••J
TOTAL HEAD � feet ,
' C. Pump selectio
1. A pump must ' selected to deliver at least�' gpm (Step Al with at least D-7
2.L feet of to al head(Step B). OTIONMITI meet rum, at aauoP.
t a
tyre a woe:
D. Total Pumpou Volume • ' '
rec
•
Soo
' 1. To maximize • mp life select sump size for 4 to 5 pump operations per day. . �_ _ ,' g:
gpd /L.gallons per se is`
' � �' �'4• �' dose - - MI, •ee h-
. 2. Calculate drain•ack r • luso - Ivo 3n
. 1. Determine to I pipe length 5 feet. a cavo Sri do:
2. Determine Ilq Id volume of pipe,J gallons per 100 feet. (see page F-lA) . F-18a
3. Multiply lengt by volume: Dralnback quantity•
feet x 1.7 gallons/100 ft.• gallons. -� o
oue
I .Suggested dtalnbec quantity'--10 percent of pumped quantity. A target dtainbadt 1.25 7.
percentage will d - pump station efficiency slightly but pumping energy coats are
•
usually a relatively a II pert of the total household energy costs. .
3. Total ump out •lume equals dose volume♦dralnback 2.5 24
_/ ,•gallons per dose+_.3 gallons••_15;1_Total Gallons 3 38
,)44 66
. 1-4
LAYER OF GEOTEXTILE LOAMY SAND CAP I-it�
FABRIC1 a)
•
PERFORATED LATERALC � �&..
GRASS COVER ,
6 INCHES
( ftCLEAN SAND FILL �� ilk 4, TOPSOIL
MAXIMUM SLOPE_— �. :� S
TO �- li
6,36 �� & . • • •••
-Irk v• TOPSOIL •
PLOWED OR 3/4 O 2'i INCHES Z4 t
SUBSOfL. DISKED SURF E ;%,�•;` I'/• SLOPE
CROSS S CTION A —q b ;°C
•
• . IA V PIPE FROM 00
-0
•
PUMPING CHAMBER
.: . 4\ '
. . .• • I, 15 .0-- I .
•
•
rr —t
•PERFORATED _ tt ' � I :
• LATERALSi P 1 •• . .
I I •
•
p. .
•
6.(102 ,01)4r2-' : . •.
. 6 .
BED AREA : •1.441
: 620)/—
,3".D6 ',/
Jk '
8 : A121'"Qcl'iL'
Z1 ; , sQ--f-Q--
.
•• . INCH•
g-'� "? i „.5,0,3 ;
N%H
.•
• .
I ii
. . .: )941-
DIKE -•--•�t� TDIKE ;
•
+ • , `_
. TOTAL WIDTH.• . •. . . .-3?.if. . . • • • • . • , �
Ji ' *” • ' ' ' 1 I i lk ,
PLAN VIEW
• REDWOOD CED OR
. WATER TIGHT a LOCKABLE ELECTRIC BOX _TREATED POST (4 x 4 min)
• PLUGS OR ELECTRIC' CONNECTIONS -ALL ELECTRIC CONNECTIONS MADE
• � INSIDE BOX
- 2 PVC CONDUIT SCHEDULE BO
II
MANHOLE COVER CHAINED & LOCKED 6*SPACE I fPOFPEOWER CORD FORNT
• SEALED MANHOLE RINGS w Mk Pru::Y
FINAL GRADE
1 AT LEAST I2i____
• • -. • / . • . iii
" , '
• UNION7 BELOW GRADE y .
- • I r-• 1-:-• -� ••' WIRE FROM POWER SUPPLY •
-
•
,. �t PIPE IS LAID ON A UNIFORM SLOPE FROM
a PUMP STATION UP TO SOIL TREATMENT AREA
,�, ,_ Sls� — t` _ _ FOR PROPER DRAINBACK - •
_l " ' •' SEALED �--IF PIPE AT TANK MUST-BE 0
TANK COVERLOWER THAN
• i • • • : UNION TO GET ELEVATION FOR DRAINBACK,
- : PLASTIC ROPE OR CHAIN - • 1 . A /4 INCH WEEP HOLE MUST 'BE USED
• . WITH ANCHOR - --
• • ALARM FLOAT ON SEPARATE .• _ : - WEEP HOLE : -• : = = -
ELECTRICAL CIRCUIT . • . . - -
• • 7 NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
• _ _ AFELL,Ey> LZ. ; I _ : : -MUST NOT RUN OVER ANY TANKS BUT -
0,4.02 MUST BE LAID BESIDE OTHER TANKS
r _ �. 3" . • :1 ' . - • - AND MUST BE PLACED IN CONDUIT
• - .•, _ - . . - :C2 ALONG POST ; 4 , .
' . SHUT7QEE E . - - • __ - . : •. :• • = '`
�4SZ
' �- ELECTRICAL CORDS FROM PUMP AND
• _. - • ; .C.>75/3j-
? c} 421c o ~ - - . "` .. FLOATS MUST BE RUN• THROUGH
y �" - - • - : • ` '• CONDUIT_ WIRES CANNOT HAVE GROUND_
_:_ _:_:7----.•.!-PUMP CONTROL FLOAT = r• /� , �0 CONTACT. " 4 .
�. ;.. .:� : � 3 - :.
+ ._ !' •r -r • • • s ;
j1.,
t • , I .
. , •
• • • . I •. •
• • I
•
♦ • , • I
i '
1 <m
2 •• . . i R1Z
� , . . • t �Q l .
. 1. • . s
• •• ♦ • •,• .4• . • • I• ••, •,. • •• •...• • .
• • I 0 ' ' •,u 1 1 f •,..•• Q(/�Q•� •' f•Tmm�7 �. '. '•'� ' 'f • t
' ''• ' •.• . .�1 .I A ' '_Z� 1 , •• .• "1 i '••Nt
Al
• • Ilg .1:'.. r
......
•
kr.
..c_ _i
•
. . .. e .. , . -10 03. 0 . '9 .
\:\I
'ODO w•,n% -•<
m\ ... ..0.%1 i • k •• 0 •
I• - -U
t.
0 \ XI
11 in XI
,
, � o a •
.• , Wz \ .-4
•
.1 • • to .
• It In f % .
In • - \ -0- — .
........ .KZ) .. '. r PO t \ 0 -u
4 6o.__4. .z
..• . ..„ . • . • --1 .
1.• . 1 tn\ �m
IIn \ ti..cl
•
:: : o• �
U
• •• • \ . * . .•
2.
%-. p m
• \o • • .
co
t •
!:.% ��� c d
} .�o
Z
•
;1-3 •
. • . I,,.,
,-1---_;;5;-074:c2_ c }ZpcvoaAK5 DR)
, ...3 i
p2a.Pose 17
S jrE 5 g-/
.. \
,,--1, 4? s.9.0-4es- t„,7-10
i f- ( , , .
?tzli ,i +'N'' \
,..N
.. , , 1 r)-
• T1\ /fa 4°' - si3--3- ,
59° 5�',3
I
asLA)a..,1triv•-/3 ,i .
'f 1n P.
' •
01 NPS,C; — ® W.s' 31
58•3_ 74,0 ,ip
P-3 r
ii
?R.CS 5 Ail
IN - -
TXAtN Fick
QD ‘i
1 .::.; ' Loci i nor. ttOitet 0 io "Coo eReH4 16.
' Doris made by "-- ), oc l/ hate $/ ii/9L!!___ .
i. Cilia 1 tcatlon System: 1USHO t USIA-SCS i t Unified led I othet
Aols sed (check tuo) t Hand X , or Pouet t P1tpht $ or 8deket 1 othst
.Depth, tlorinR nutlet- / lahth. AorIht nukhlt c_2_____.------
in Surface elevation X11. 0 In. 0 elevation '`(.
. . fest (tot
0 i n —
OrSoi . opSai G
' . 1 3.00.../e .40 i9- /777 23,4./? c le . ,9 4 ,?Y
/1iEofvn14 "IrcAcr" — m E.D 1(J m crEK7-u 02[
./c.. ., 1al,
• 3 " - ZIRO (-1-) 1` (Jo; y ._....
I.
A -- _ 4,19 NT -Z3ow " • c�
I 1 Acyl a.: \c
' ttANs.,
, coLo le-
IS s --
; � ' —mED1vrw�
. i 6 .- _.._
Lo
, -- C6 N I
. ' ' ' e , -_
.. 9 - • —
• •
1.0 —
10 —
i
• 1 $
• l
• I •----'.7�–I I
•
•
End t botlnt. at 6 feet. End of boring it ,__5_ tett.
St* ding water tablet Standing usttt tabllt
• * Pea ant at teat of depth. . Present at • f!!t of depth,
• hours atter boring. .. hours sleet botintl•
pot present in boring hole A . flot pteeeht In botln, holt it
• Nettled poll, Mottled sotll
Observed at 3o" t)4t of depth. Observed at ./411' test;bt depth.
Uot 'pretent 1n boring hole • Hot present In bntlnj. hnle
' •
•1
. ` Loc•tl n or. ttoJect q0 fa an) 0 Ke.14A .t
loving made by . : a H hat1f /_ y`y._..------
Clasol 'cation System: AAS1tu ; USIA-SCSt Un1t1ld l othet
...' AuEtr sod (chick tuo)t (land _•_, of Pouet t flight -_$ or Bucket X_,1 other
I . .
... _
•
. .Datptb, Boring numb/e y Depth. UotihP tlulftb$t
in Surface titration Ci4.d t" lutists !ll+atlon
. . (set Ret
0 ! 4 _
•
1 • . l 1 ._... 3 4Az . 40/4/77 .
/O',
I � ._...
}�0kJ ► SONy
N\.9. P--," ,'\-,4z \--:"----Q-X\9-1 •
I ''.. . 1 • ‘ :
I
Ls
. , l
7 --
—
. 0 ,
1 • •
9 .- ._
.
. •
•
• ' 10
10 --
i
• t
....r
• 1 •
IEnd of bonnet at tett. End of botlnit it tett,
li l
Sts din` voter tablet Standlnp Hatay tablet
t're ent at toot of depths 'resent at ,...:_:_•__•_ t!!t of depth.
• � hours attar botinf. , bouts atter botlnA.
• no ptesent in boring hole A . trot pteselit In tooting holt
Ho tied moll' Hottlid salt
Ob stye(' at a`��' f. 't of depth. attired at tett•,bts,depth
U0 'present in boring hole • not prentnt lh battnt hnlr
- PERCOLATION TEST SHEET -
Test hole location yk. L1n0/,:c, oa,nI D Rd Hole's____L__ Date test hole was prepared: �� 7
Depth of hole bottom: 1 a inches Diameter of hole: (o
Soil Data from test hole: inches
depth,inches soil texture:
0-- /:;) 't — [� soil color
Method of scratching sidewall: It.)4 /'4- Depth of pea size gravel in bottom of hole:
inches
Date and hour of initial water filling: Si 9 y 1P" Depth of initial water filling; /�2 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: /4'L'%C'/fl4 77C. ,.S/P NO it.)
Percolation test conducted by; �V0 C j{ /p
1\, Percolation test matted at g//6. ( /pm).
Maximum water depth above hole bottom during test- It inches
INTERVAL WATER WATER WATER PERC RATE Conversions
TIME (MINUTES) DEPTH (fraacctiion) (DROdecimal) CALCULATION
/', 1116:.06
/a'— START v
Jo '7C L 00-_S.l a_-_ __.1- ; 1 IME • DR P PERC A x.19
` (Decimal) 3116
ic, LL REFILL .._ ('
1c Si 2 --- ��- . ��� �� '"7C' —O•S� _.1-J., 7 B 114:.25
TIME -SROP PERC
�t / (Decimal) 5'16:.31
/V Al REFILL C�
/10 ,! 2cr 6"(/`./ 3i Q, -.2o — 0.75 _ Qb, 7 C 38:..,8
`` y '�,J Th'i - • DROP PERC
i/0(%' REFILL GO
(Decimal)
/i zG -2_(.., �j� Nj�� zc, = 04 i _Q3 i D 7115_a4
yx� 0,6,y T E DROP PERC •12:.5
!/ 2 JJ (Decimal)
REFILL _-- a _ G.G/ 51 E 9116:.
l/ 15 --,c., �rj•3//(,.., l r/ c, �y 1"L'.tE • DROP_ PERC [�
S/ (Decimal) 5$=.53
REFILL F
:ZMS DROP PERC
11116:.69
,l �j (Decimal)
REFILL kV 5 o?g• Alf) •
_ Ci X4:.15
�_ias�____ TzrtE • DROP PERC 13116:11
(Decimal)
REFILL. __ H 71:43
-- T 4E DROP PE.P.0 15'16:94
(Decimal)
Ten Percent Calculation
A,B,C 8,C,El
.,74z•2 - &o. /y' _ 7 gist - t�� 7 _ _
L+rQeea o ..UC 3m�J/o.t aV or A11t: , drg •st or ]1C.1) Sims):mot M or Is L.J.I -�
?Cl. 0 '60.10 "" v7 c. Z7. )
sme a a.a,r,IUC` as oalo_ -27 3
Sm.li..a J+ or uc...i-,
I
ICi,� i, - G 7 D'E'F
Z.r rQ..a �►or (-1-)k• m. art o t�` —
L+ry..a al or Lhi. Smo.i.oa wi or i.>l=.F
o7G�• ') = 0.10_, , 7
.!.......i...... a.orLvl, : 0.10 _
L..r,...c Y .,el-a.L Sm vL rla au.a w.or 1-Carti Sm+iiia a.or I-t..H
s. 0.10 _
.:w Sm..ii...a a.a,.!t L..iI x 0.10 a_
• if the top number in each set of boxes is larger than the bottom number then take another reading. If
tno too number is equal or smallnr thin '--,r.,... ......,.,,,._ ._ - .- -
- PERCOLATION TEST SHEET -
/ Test hole location 'O Ctfp/vo OPC[1/•?/2 RCI o
MZ
Hole Date test hole was prepared:
Depth of hole bottom: /c9- inches Diameter of hole: CP
Soil Data from test hole: inches
depth,inches soil texture:
Q /._.q �Of n� soil color
-C/lc K
Method of scratching sidewall: /i'A /c.-- Depth of pea size gravel in bottom of hole: c.. .?
inches
Date and hour of initial water filling: 3//5./94/ 4OIi Depth of initial water filling; / above hole bottom
Method used to maintain 1rs 7lY'of water depth in hole for 4 hou _/o-yi14-_. ` S_LJZ G',L
Percolation test conducted by; 7\. k�C, AI
Percolation test started at /0 tam/pm).
Maximum water depth abo hole bottom during test (2) inches 'f %
INTERVAL WATER WATER WATER PERC RATE conversions
OOP
TIME (MINUTES) DEPTH (fraction) (decimal) CALCULATION
2 /_ +� 1/16:.06
t'?!�•J START '_`,_„ If / G6 • Qal.y ,24 c2 tib:.13
/` c'_ 1 Zo __ �2_4 �P F TIM1sD P PER A
r (D.cimal)� 116:.19
i=' Z-'.' REFILL 6
/o `�` �` _ _ /,� 3/ 2�' -0.3/ .p?y 6 B 114:25
1 g. �s I 7-12.4.E. ' DROP PERC .
/o y 7 (Decimal) ., 5/15:.31
REFILL
//� 7 - -)-/-;Z:
,,,/
0.g tits -1-60Rop Z5/ 6 C 11i:18
PERC
.�� (r)acimanl
//09 REFILL 7 O, >5 .n.144_
PCo G D 7115_44
0. (Decimal) '1/225
-.REFILL
E g/15 2.55
I ' DROP PERC
(Decimal) 518_ 63
REFILL W
F
Alec, = mss;:3in / TINIS DRo Sal) PERC 11/56:.69
t,DecLrn
REFILL G 1'4:.75
TIME ROP PERC 13'16:81
(Decimal)
REFILL• 73 2,83
H
7Thir
DRO PERC 15'15:94
(Decors al)
Ten Percent Calculation *
A ,B
Zi/ G _ 2/ S,C,D
L+ra..a M o!AWL- Sr�sa.lieet M oliil{t., rQ•ra�M•or 13 L,1.0 Smr/l owe N at is C.1�
5 rn TI e./ r.us�. : o.lo a. a�'�. Gi . 0.10 'S
....irIsm a .1s or 15 4....1.1
C,D,E 1O,E,F
I,+ral..a M oTC.i>>: rn+ ra o 1`.+rse.a.l yr i)ha• Sass+/le+a.d or laE.P
•
•R...+Ilu.a Mor t-1.11:. 0.10 a• __ _ it 0.10
- lti�- ,- ���� ¢;,75/ Aa4r 6= 45,-3 m I?,
L..ry....a M o Ll•t.. Smrti on Mol 1.-I.i.. _ -5/...t s. o + z.......5----"."'--'''. .-
ti..•..H.:..a .dx 0.10 ..
ol I:.P V Smrllr.a Al ul 1-V11 at 0.10 —
,1 the top number in each set of boxes is larger than the bottom number then take another reading. If
the top number is eoual or gma.li.,r ,..,n r, •.,.•..,...,
- PERCOLATION TEST SHEET -
•
Test hole location G OR ;Le, Gf'C hi . 4-1) Hole M 3 Date test hole was prepared: 15J 9
Depth of hole bottom: 4) inches
Diameter of hole: (v inches
Soil Data from test hole:
depth,inches soil texture:
C --IC '' ..4e,/4 /77--) soil color
Method of scratching sidew'al1: til4 /C_ Depth of pea size g,-avel in bottom of hole: Z
inches
Date and hour of initial water filling: b//5 - /p/al Depth of initial water filling /.2 above hole bottom
Method used to maintain 12'of water depth in hole for 4 hours: -7&j(J dl r1 rte.. 5 if Hoot-!
Percolation test conducted by; iC C%C Pi Percolation test started at /0/ (.1.41z)/pm).
Maximum water depth above hole bottom during test (f) inches c3//6,/?5/
INTERVAL WATER WATER
DROP
WAT7=R
PERC RATE conversions
TIME (MINUTES) DEPTH (frtion) (dec mel) CALCULATION
1/15:.06
/ti C `' START Ln 2C _ I e.c. 118:.13
ie e. t, r(' _� / _ %. 0 TZtiLE • DROP PERC A
L 1
(Decimal) 3116:.19
%,:e 'G } REFILL L' O' —�_ 114:/5
(. /C •/x 2c __ -ja., /:3fr(� ''. — crus/ _ oJ�! J B
TLK£ .---5-Tat--,p PE
1 cD.cim.l) f116:.31
• /C REFILL C
11 ��_ < '%- 3/ Fr, _c�•Is _ o1L-.. G C 33:.38
/ __ .L__ / _P• 1 •5- •:ztii>; • D )r> c
ALL REFILL c-' 7/16:-.44
// c zc� J q3//cam ��/Fa _Q 5'i ?' e a/>s PERc D •1t2:.5
(Decimal)
REFILL //) )� p — 916:16
r '_ 0' •_)�1/ / _ E
r1 ... • $ROP C
PER
--t (Decimal) 6,8:.63
REFILL • F.
TIME • DROP PERC 1116:.59
(Dec Lm al)
REFILL G x'4:.15
•
TIME • DROP PERC 1116:91
(Decimal)
•
REFILL. 713:,B3
H
T':rnE • DROP PERC 15'16:94
(Decimal)
Ten Percent Calculation '
A ,B ,C B .C.D
6 6.
L....—..-or AlT t.. $m-11.r .Y o7 i•�fc Z.ria..c.Y or 1iL is Smrileot Mor 214._1)
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DATE TIME
CITY OF ORONO CALLED IN /0 -/6"-9S-
INSPECTION NOTICE/ SCHEDULED 10 /6, /% IO
PERMIT NO. 4c, G COMPLETED 4.A b
ADDRESS 40 gt//-Pied gAd e( /C-+ �J
OWNER er ,yyL
r ! CONTR. � 02 1 r2i
TELEPHONE NO.
DESCRIPTION I.,.,_,.t al) •—��Z 4�Lyc,
01 FOOTING 11 MECHA AL RI / 18 EXCAV/GRADING/FILLING
LL
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti 03 INSULATION 24Y25 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 (•
22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
o COMMENTS:
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PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. E 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.473-7357
Owner!Contracter9 sit :
Inspector. s_. ., aiV-4/
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White
-
White Copylinspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN i 7/5"-.)—
INSPECTION NOTICE ./ SCHEDULED /e)
PERMIT NO. ( x 7O COMPLETEDOMn -71---". /.;?-v-0
ADDRESS /716ci6 C n.a�u� h
OWNER CONTR.
TELEPHONE NO. 4/77' p-
31. DESCRIPTION
4, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER 00K-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC AINT. 21 COMPLAINT
v 07 DEMO-FINAL VIIMBIZZOW 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC INAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU:_1ES_NO
cn COMMENTS: 4-0
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CZI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. S PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next i spection 24 hours in advance.473-7357
Owner/Contrast e.
Inspector. - I ��
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN 7 /7-9(a
INSPECTION NOTICE SCHEDULED -Xe)
PERMIT NO. ° COMPLETED
ADDRESS 440 t d'tte ®/1,< 4.1 ! ,v
OWNER 5Yraolk
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
h 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREJWETLANDS
p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
• 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO-FINAL 15 SEPTIC I 22 FOLLOW-UP
= 09 PLUMBING RIAdial;211110 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES_NO
y COMMENTS:
CCLAJ \--'(OA -1-2 C _ rairaci\r9cA
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V BEFORE COVERING PERMANENT
0 CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
0 CITATION ISSUED
0 STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next i spection 24 hours in advance.473-7357
OwnedContra7 s
Inspector.
White Copyllnspector's File Canary Copy/Site Notice