HomeMy WebLinkAbout1992-004351 - repair septic system PERIMIT
CITY OF ORONO PERMIT TYPE:
1335 Brown Rd. South • P.O. Box 66 Permit Number: �iFi 1ti WATER
Crystal Bay, Minnesota 55323 Date Issued: 0-5/22/92
(612) 473-7357
SITE ADDRESS:
1 WATERTi AWN RD
CH
P . I . N. C)*--,-117,-2*3 21-i)i o
DESCRIPTION:
REPAIR 'E"EPT I C: '_.:YSTM
'=ewer Wat-er Permit. Type DRNFLD VOR TANI::
'='ewer Wat-er Work Type'
yp REPLACE EXI=-JINN
REMARKS:
FEE SUMMARY:
Lase Fee :.i 30
Surcharge S_.r,C?
T�It.a I Fee $50' 4i_r
�I=�jji//���AALSOF o'}FT�JNG'
FT,;V AiCE ICCt
1,3,11] 00000 #
01 Geld 5540,.00
['{�L4 01 ''0 .50
OEM T!. 50.50
REL"EIF T-THAJVIk' YOU
# tvAv ;:L''f fI T04:54
05A22,192
- Applicant - OWNER:
Y EXC- 54734361 CORNELL _TIM
2445 MORN I NGS I DE RD 2145 WATERT+iWN RD
LONG LAKE MN 55356 ORONO MN 55345
(612) 473-4361
THE UNDERSIGNED HEREBY REQUE'=,Tc_.:: PERM I SION TO MIKE THE REAL IMPROVEMENT_.
-_-PECIFIED,, AN0 AGREES TO Di i ALL WORK IN :..TR I GT COMPLIANCE WITH ALL CITY +iF
ORONO O 'D ANC:ES AND '-STATE OF MINNESOTA BO I LD I NG CODE REQU I REMENTE;.
L_
PLIC T/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
APPLICATION FOR SEPTIC SYSTEM PERMIT
43 ,
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
General Instructions:
1. You may apply for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not valid until you receive a permit card.
3. Work must not begin unless the permit card is available on the job
site.
4. Permits will be issued only to contractors holding a City of Orono
Septic System Installer' s License.
5. 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.
6 . 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.
7. Individual holding MPCA Installer Certificate shall be present during
installation. 24-hour notice is required for all inspections.
JOB SITE ADDRESS:
Occupancy Type: Residential Commercial Other
Owner' s Name: )) / Phone:
Mailing Address: �;� ����� //�/ joj�Jd City: ��.� e �� Zip:
Septic Contractor' s Name: Bus. Phone:
Mailing Address: -2-1/e/55 /i'/o}-n�.h :c��, ��- city: Zip.:
over -
SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
New Construction, Full System $100. 00 . . . . . . . . . . . . . .
Repair or Replace Existing System $50. 00 . . . . . . . . . . . . .
$0.50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMENT WITH THIS APPLICATION
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate boxes.
Z
1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: ;' Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2 ) gal. 3 ) %/l./)gal.
B. Pump Station (if required) _
Pump make & model ,� , ; c (attach pump c rve &
literature) ; system design requires gpm at _:� feet
of head. High water alarm make & mo e 1
Outside electrical work to be completed by installer
�electrician other Inside electrical work
st be completed_ by electrician.
C. Treatment System:
Trenches: s.f. X Mound
Depth of rock below pipe " Rock bed dimensions 'x,��i�'
Drop Boxes Sand bed dimensions _'x '
Distribution Box Pressure Dist. Pipe Diam. of
Manifold Pipe Diam. It
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a
septic system 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-
Date: tel% `ate
MPCA Certification No. : � �
CITY OF ORONO Permit #
SYSTEM APPROVAL Fee $
Entered By _
1
Contractor will be given a copy of this report and is
Wesponsible for its distribution to all
SBEETtISSATTACHEDC SYSTEM
DESIGN IS NOT CONSIDERED AS APPROVED
LOCATION: �S
PHONE:
GENERAL CONTRACTOR:
PHONE:
SEPTIC CONTRACTOR:
-�- PHONE:
OWNER:
APPROVED
Note Changes Below)
M CONDITIONALLY APPROVED:
COMMENTS= STS
NOTICE TO INSTALLERS: An chancre.s to the ForpDroved olans and shave prior
nspecti bns 2a hours- in advance.
approval of the Inspector (47-1-7357) Call 1
NOTICE TO GENERAL CONTRACTORS: Primary and alternate cirainfield sites MUS
T be protected
--T
prior to and a=ter system installation to avoid compaction of the natural soil.
`r �R.ur Tyr AD.prAS MUST ng rfyur� p� prior to building site excavation and fencing
remain in place until final site grading. Approval to pour footings will not be g
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
ontr
within 20' of tested drainfield sitesyouall adj cent lotste You couldeither before or afr systemcbesheld li bleTfor
applies to the lot you are working
damaging sites on neighboring lots.
VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING revocaDRA-INtion
Iof SITES UNUSABLE.
Evidence of traffic on drainfield sites may be cause for revocation of building permits.
Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued.
aa' B Ity of Orono
Date Approved
's-1p
3 . p TEST. a. ., 2 TTca Steve;; MP3A Cut. No. 627
951 Katydid Lane • St. IMichaei, NDN 55376 • (612) 497-3566
January 17, 1992
Jim Cornell
2145 Watertown Rd.
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home in accordance with the Minnesota Po1lutIon Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - HbB - 1-7c.. - ':en loam
bordered by - Ha - Hamel loam. A seasonally high water table
was located at 18" , 20" & 28" , (mottled soil ) . Due to the
seasonally high water table , a Pressurized Mound `; stern will need
to be installed. The bottom of the rock bed must be locate:: at
least 3 ' above the seasonally high water table.
This site has an existing failing system due to a n-L. seasonally
high water table. The existing ta.:k must be abandoned, pumped &
filled with soil . The new outlet must be a minimum of 20 '
away from the well .
The soils at a depth of 12" have 4 percolation rate averaging; 9 .0
min/inch and are aut_c;uate for treating septic effluent.
A pumping chamber will need to be installed to ii. the effluent to the
' treatment area.
The manifold and supply -: pine must hav:: ,back dra-_na(-: to the sur., ins;
chamber. The distribution pipes :ha` .ave their e nCs c._ . -)e,a - Be sur..
the rock and sand fill m----erial are cican. ` !7,e so,,. liner bele" 1_-hk�
entire mounded area must be turned over , uc: break up the sod ,. o-:� sure
not to over work.
The power supply .: nd switches must be located outside the manho -e and
Pm char„ber in a weat.�er proof enclosure . A warring devic` ,dust be
installed a light and .. ound device, this is in case of a pump failure .
(Mercury floats are a goo,: method) .
CONT ' D
2145 Watertown Rd.
Orono, Henn. Co.
(2)
All neighboring wells are located greater than 75 ' away from the
proposed treatment area.
Keep all heavy equipment off of the propos d treatment area ,.`fore and
after construction. The treatment area should be marked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs.
With proper installation and maintenance , this system should have no
problem in treating septic effluent effectively.
Nothing other than gray water, ( laundry, sh3wers , etc. ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended. Additives must no;: be used,
they may cause harmful damage to your sep�ic sys�em. Recommend
to pump your tank every year if you have 1 tank & every 2 years
if there are 2 tanks.
Steven B. Schirmers
SBS/ds
_ �4^'F's—'1 .��LL ';"��-.y�l�"'1.-. ��-:ti'•'�'17 iris-_�"_ ` :i i—�` 1
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1'►'1�1� BE Loc.�p� I f\_ low.^. \ i ! r � ` `' 'n - ! {{t
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it:�;-.a._ �;, _ �% �. —__ ,�g•S� ___ — _s
PROPERTY CF:Tt -I
-ft : -(12 -C Irt,3€�—L� 5r Perco'o+ion Tests Scale: _ O
XSoil Borings. 1
e e ench Mork O�-r»� b �1 >•t !-�T �-\}1_ . C t).
1
Note: This sys+ern is to be constructed to meet
• - --- "��- the M;nnesora Pollution Control Agency S-P TEST//;t6 INC.
Chapter 7080 & Local Ordinancei„ b1 h
Designed By'
Note Check all unaerground utilities Dote: PH.6,2-497-3566
oci
a
ry
f J N L �"c�' f•2`^ter�_ ,
__ -- a
IA.0
SST- BACKS
HOUSE Sys!e,n must be:
Ton% -'-' from p,cperty r-.Es
from
from b'dgs.
c . _. z��,• _,, At. '�'714�• 'e:'rrer.t arca r from Ii KPS — ' s?recurs
TreG'rrer crew frLorn
m p*O er!y �irle5 NOTE:Pvl4'vt supply Ord sw:' hes mst be Ic ,ed�in 0 1
wee:: er proof enc,osu e ou's:'de the pumping n r crd rrlonho.e
I mA)i�.!��.s.5 rr:r� l? i f '.Yeas
f+LCG,LL n'ta_
5_,s. EtiAllOtiS
� � rees � SOIL BCR'.NG EL `
� syr -, �• c I r-` �-- 1 - �I
!o :c TH.?cnk �j ;j 3 EL.-2�s
ur;2 to ,cr,c - ! �r�c�, , j p -�c�±oY D`:S r` !�I1Ti0N tier 'tib SYS T rt.�� 74 -
,,,Cx.iIr t P' � ['_i%_N? /i c � � �< � nQ ELEVAT;ON' 1 F ,0 SED
4'to 6dV
,1 o. ppe ----- - C!-i;,1�.�E -�t •Sof-U �a•n.,,�.-C),
,
SYS T EDES ISN' -VO'j`D
in4 e :,00-A Avea�� arcci21 /� /ih �y83ft t ,% t Ferya!.. cfdc•1 y se,n^r {•�L'L�a�:-• TG\..—CdJ.�
!2�?go!./±uy x.83sc;.ft./gal.'i� sq.ft.cf ireotmc;rt area 4!0'/;:, = ry.; sq.ft. (- ';Oft.w` Fh= _ft.?any h of --.; cre�-- +side s:c:pe run-` to ! x�-yt,ei7:�' ?_ft-X-5-1 ft.larn•c.w nee(,: )
Clean rock needed- x /-c'�' depth o'rock cu.ft=27=P-Leu.yds.(3/4'to 2!/�'dia. ,insU-, 2 o` r c c c• e p'pe)
, !1 1 It
rr
C!ean sand fdl bc'cw rock needed �-{ cu.yds. opprox. , sandy!aim btr,c fi!1 �o.,.yd�.op;;;;x.., topso:� 6 -ca..y
�l�.l.\�._-2..`.'� L.i •< -Sc-ft.
Number of tonics required_�-, Ist onic gal. ,2n1: an,clC-\ga mlrirr,,r?is LLS P-_•-.,.P\>`}t..� �-t-=�- »:•
Pump'-g chomber ccnocty- 25% of do?yse-hege flew of LL,2 Sat.= ISS cal.+resEive sloroge of 1501'3=1go!.+p:pe ;ckd _��
PROPEEn.Y 07 ITof 1 /IOOtin.ft-of?_�dia. svr !y pipe, lin.ft.needed 3o', 32cc?4 rrRn*,fo'd 1`�g�!./:r*OGrLftof_Q-d:o.p:pe, Iri.ftneeded� ,_ , go?.
t4tJl CepoU'y need::d_0_Y3cai-(p•us G;2a forpurnp) L S� Yet.•- . ✓� o•:t�co.v�, OLOQ C)
Distritm ion pipe.L/ do
2 . �--- d a. pFrfcretAns
Pump SZP.—!1P-Lhp. (pun.- Ue ca,,,o iiy 1'19 go'. 4cyCies/day) Lls, 1i•� �� � p T��1 /' 1IA!/`_
r- TES !r�J ►v
f:G�9 When bed .. Ws area sliovid be s�,c ed 2v^�7 Datonce fr;trii tmeo 1 en► i.'?C t0 ne,' ' n r —
+ p y'. y Des:;.,ed �y _s.�_�-
to d'vert run-.nfrom entering treotmer, area. -�5 — ----- =
• . g PH. 6'2-497-3562
MOUND DESIG,v WORIKS/ EE'i
• (For Flows up to 1200 gpd)
A. FLOW l.arm:,tcd scWnc in Gall,,,s 1•„X Jay i
Estimated gpd (seepages D-7 or I-3, 4, 5'
) 1 !
t of .iyix i I),x 1)•Type)ll � Tv;
or measured — gpd x 1.5 = — j
I. 1lcercx,ms� I � iv
i
?� I 225 1 ho
B. SEPTIC TANK LIQUID VOLUMES ^
1 ( 450 Tial I 21h
6t'l11 375 256 •�..
gallons (see pages C-3 or C-5) ; 5, y5; ; s s ?;'
C. SOILS (refer to site evaluation) _ ----
11
1. Depth to restricting layer = <; -(o inches '`'''
2. Depth of percolation tests = 1 'z incises `°n, •r^( i hlin;muri l.•ymd jldga d.+p,r:1'v w'u~
3. Percolation rate mpi
dor6 ;LY) .2V -
4. Land slope S % ( 7,N nr 9 It Yl
!
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain reculred uroa of rock
layer: Daily Flow x 0.83
no gpd x 0.83 sc ft./gpd = Lin
,• sq.
2. Select width of rock layer (10 feet or less) _ j ft.
3. Length of rock layer = Area y Width =
t) '? sq. ft. y �:. ft. - ft. oc' Iscd
E. ROCK VOLUME i 'Lcnt;;;,� ==
• G.• _l✓^'.AINTSLOPE DIK'? WIDTH
1. If landslope is 3% or more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for
absorption:
�.., aL,-� ft-/_ ft = _ feet
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill atupslope edge of rock
layer: Separation /• � feet
b. Multiply rock laver width by landslope to determine dre,� ---..�
in elevation; Slope Difference
J () x s % + 100 = - 5'_ feet -,�_-�•�
ur.mp,wvih
c. Add depth of clean sand depth of clean said for -" --.��.�_ ► »��--��
separation at upslope edge (2a) to depth of rock layer to ►NnkN j AyJ,h` 1
rock depth and the depth of cover to find the total mound w="� -`�
height at upslope edge of rock layer;
I• S ft + 1 ft + 1 ft = Zr feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multip::e . `
e. Multiply dike multiplier by upslope round 'height
to get upslope dike wi.tJiflh: x = i r: feet
f. Add the depth of slope difference (2b) to the upslope
height to get the clownslope height
g. Enter table on page bottr.rn with landslope and
downslope dike ratio.
Select dike multiplier of 5, o
h. Multiply dike multiplier by dov,,nslooe mou ld 'height
to get do. •slope dike wid tl.• x feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater c-I' the two values us the downslope dike width;
0 feet �. :•.:'•'.••::-
j. Totai mound width is the sum of ulDslone dike Kock N-d; J. :;.urs slOPe Chke Width-1
width plus rock lays. �n/idth plus dorms:cr r'e :`':'''' ,' 1+tM*•rri�r„<�rd9 At,��`
f:' ilii
� ra�r ..3+r r rt < ii�.l i.�nl{tn_�.:_ �"/i j. .f-e•..'��;
dike width; h'::::�::..1. z; -, .�- ►r:' ::
a, ft + 1c) ft + n ft = A L t' (::;::;::_,;'::•::;::r•; •:k::;;:';;;:;;:';:•:; :Up •::•::••::Wic! a::a
_ r ? .Ce. Upslopc Dikr WlJth l.Lt_ '::';'.,�•,'::';':;::;:;};.;:Upslopc I>ikc Wldth,_;1.,"�_
k. Total mound length is the sum of ups,o e
dike width plus rock layer length plus " iJownalo U1e lNiJih' ;y�
P
,0s
upe clike width;
r
1�. ft + ft + ft = 1r, feet 1
ts----Total Length 2�
?:l 4:1 3:1 6:1 7:1 I 3:1 4:1 S.1 6:1 7:1 8:1
'ti a1,j1x
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 ri.0
1 1.(9 4.17 ;'6 6.38 7.53 2.91 3.A5 4.76 516 634 7.41
2 3.19 4.15 5.i•6 6X2 8A 2.81 3.70 4S4. 5.16 6.14 6,90
3 ?v3 4-54 5.88 7.32 8.W, 2.75 3S7 CIS S.C8 5.79 6A.5
4 ?.41 4.76 6.23 7,h9 9.72 2.lyi 4i 4.17 CM 5.46 6.06
5 3S35W� 6.67,...,___,_5 '1.__._.__•]0.77._, _2.R1 �13J� 4.00 4.62 5.19 5.71
6 31( ;b - 7.14 Y-M 12.07 ;'._V � 1.23 M; 4 sl 4.93 5.41
7 3M 5.56 7.N9 1034 13.73 2.48 3.12 3.70 4.73 4.70 5.13
13.95 5.M S-13 1154 15.91 2.42 1.r1 J67 11A 4.49 1.FA
9 4.11 6.25 9.11) IAN 18.92 2.-V. 2,94 1.45 1W) 4.:.; 4.65
10 429 6JJ 10.0 15.1X1 23_13 231 2.W, 3.33 3.75 4.12 d.!A
11 4.48 7.14 11.11 17hS 30.43 1.2!> 2.7ri 323 1.61 1,y5 4�6
12 4J9 7.69 1250 21.43 43.7'5 22; 270 3.12 1.49 3.80 O.CW
A. Determine pump capacity:
Gravity Distribution art;. lav c v :+r oi,r.ro La;c�n�
1. Minimum suggested is 600 gallons pc-, hour(10 shay
water use rate. �^
2. Maximum suggested for deliveryto a drop box of a :-.orae system,is 2.7J3 r• =--.
l.or e-o•G•o'+aPe F:D•i: r^r•wr
gallons per hour(45 gpnl) to prevent build-up of prcSSU.-C 1;1 d,-Op 0OX. Lenmy Sano Lnyer "7;61!e+•.1y r rarer ao•r+e
.i •--��.-'-'_.. ,---t`..iu,• r. nrdl•n Hargenrony'
Pressure Distribution '•`��Yr' ^ Ntor (oo
-> �-•-- —At L^cu
r 12•ra Gr.�.
3. a. Select number of pc.;gated laterals
b. Select perforation spacing = ft. - `�--'0.r'rr:r °"•.-••r:lred e.
c. Subtract 2 ft. from
the rock layer iell6tlL C:•':'+ :orad Layer Boil— tor•.n•
Hrx•Lyenengrn ~r_r. ,•a. o,;,.rr. •. nni.W
aorore i•iuciny Good L3ycr
d. Determine the number of spaces between perforations.
Length perf.spacing=� _ft. + ft. spaces - -- -
_ —
e. 11 _spaces+ 1 = 1 � perforations/lateral
f. Multiply perforations per lateral by nunnber Ot r:.tl'r u i i0 ----,� —•o;.r;i•�n r:i.t-a.r''rrJ.il. `1---` I
get total number of perforations.
uris X penren; pCrfOratiJnS. ---.--- -
i:.l
peril HpmIP.." I i
SELECTED PUNIF CAPAC
I
L
B.Determine head requirements:
i it Ia.:n(�.ca,:Ki:Cs,r:c:.L'..:• ah•r_.,
1. Elevation difference between pump and poi,;L of clischar�c- L ,,;; o,
�_feet
2. If pumping to.i pressure distribution system,add five feet for pressurc
required at manifold
�_feei •
3. Friction loss
a. Enter friction loss table ita gpm and pipe diamet.r. ?; i Ciscltar;c
N
Read friction loss in feet per 1 ,':i feet from tabu. T '°y
F.L. = ZL.L7 ft./'IW ft of
b. Determine total pipe lcogth from pump to disch;l, _c ?
point. Add 25 percent to pipe len ;'.;; for fitti;•.5
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe lengths- -73 —;.J Inch ".i, .0 inch
x 1.25 = � �� `eCt �
c. Calculate tote i'icilon loss by-nultlpivil)
friction loss in ft/100 ft l;y equivr.lcnt pipc'.enStn.
Total friction loss= a tn'1 x !t.. +1 ,0
4. Total head required is the sum of clevation difft2rerce, j
special head requirements,and total friction io5s. 2. 7 0.73 I >>•�•
_+ + I 3 ; 7.9;7 ".i'G 0.'0
.;.73 i ? i o.�,
TOTAL HEAD :D.5' feet
j_ x,7,5 I 0.71'1 j
G 1 I I 5.60 I 0.82 j
Pump selection
1. A pump must be selected to deliver at least _ Al
with at least -,A S feet of total head (Step u).
• r?:;I�l'_ t'1LP�� ..i. ;t UU��'I Lo 1�-, oL _., o.1..i.__I,o1-:i.n�r�;
Location or Project Jim Cornell , 2145 Watertown Rd. , Orono
Borings made by____., ) 'i,(-si:inq Inc. . S!-eve Sc::i17.r_I'1LrS _ Date
Classifiction System: AASIIU USDA-SCS X Unified Other
Auger used (check two) : hand- X or L,ower , flight or Bucket X
Depth, Boring number 1 r "Depth, Boring number 2
in in
.f_eet Surface elevation 99 . 7 ''feet ' Surface elevation 101.0 �
0 - 0
Topsoil dark brown Topsoil dark brown i
0 - 10" loam loam
1 _ Dark gray brown loam to ! 1 -
cay loaml0" - 1-1121 -MOTTLING
I
I 0 -- 1 ' 4"
i _ � Gray brown loam '
2 _ Rusty olive gray 2 ,
loam 1 1 4 - 2 ' 4"-MOTTLING
cla
y ; Rusty olive brown j
j1-1/2 ' - 3 ' {i 2 ' 4" - 3 ' clu_l loam
3 - ! -) - t
Rusty olive gray loam
3 ' - 3-1/2 ' } ? Rusty olive gray
j Rusty gray silty loam ? ( clay loam ;
i 3-1/2 - 4 ' i
4 - i 4 - 31 12"
r
Rusty olive gray i Rusty olive gray 4
loam 4 Loam
i
5 _ ! 4 ' - 5 ' i 5 _ 412" - 5 '
I
j t
C - 5 - 1
a
77
- t -
s
I
r
8 - }
I
N0 lc�s-T
I-:nd c,{ I:or_ing at: 51 icet. End of boring at 51 feet.
tr-indi.n; water tahl�: Standing wa'��cr_ table :
present at 2-1/2 'reet Of cQj?IIh, present at 31411 feet of depth,
25 hours after boring. 25 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1-1 2feet of depth. Observed at 214re feet of depth.
Not present in hole Not p_:esent in hole
Comments : Comments :
T.,o&it: .)n or. :^ro4ect Jim Cornell , 2145 Watertown R' . , Orono
Boriric,.; mzde b1'_ _i_rq , Ind- Date 1-1:;-92
Cla^sifiction Syct^m: AACi10
USDA-SCS Y Unified
Other
Ruge'r used (check: two) : .'ia nCt X Or Powe r , T:'iiC{ilt Or Bucket X
Depth , Boring number 3 1 Depth, I Boring number
11 E f in
feet Surface elevation 99 .5 rfeet Surface elevation
0 - -- i { 0 -
Topsoil dark brown
loam
0 - 1 '
�
Gray brown loam
1 ' - 1 ' 8"-MOTTLING
21- Rusty gray brown 2 _
clay loam
118" - 2110" } !
3 _ ! Rusty gray brown 3 _
loamy coarse sand
Ry„gray Y loam
Rusty silt
Y 9 Y
4 — 3 1 811 _ 41211 i n — t
( � E
Rusty gray loam )
- 4 ' 2" 5 '
5
5 —
6 - ! 6
7 7 -
1
— o
t
I 1 y 1
f t
M ;
? nd of boring at 5 Leet. 'Jn of bori g at feet.
Standinq water table: Standing water table :
present at 2 8 {nit of depth, pr:-,sc-nt at feet of depth,
25 '.tours after_ boring. hours anter borincj .
Piot present in hole Not present in hole
Mottled soil : Mottled soil :
Ohservod at 118" rP`,_ of depth. Observer' at feet of depth.
Not pro^er_+ in hole Not present in role
Comm^7t: Comments :�s .
Co .
• . CERT. #00627
PERCOLATION TES:' DATA SHEET
S—P Testing, Inc. 1-14-92 12 : 3.2 a.m.
Pcrcol;�tiun test rcadines made by on 'p:nti'�
Test hole location 2145 Watertown Rd. , Hole nu;nber 1 , hate hole was prepared 1-13-92
Deprh of hole bottom 12 inches, Diameter of;rule 6 inches
Soil dnta from test hole:
Depth, inches `poll texture
0 - 10" Topsoil dark brown loam
1011- 12" Dark gray brown loam to clay loam ,
Method of scratching;sidewaal Knife
Dthth of gravel in bottom of hole 2 in"'..--s
1-13-92 11 : 30am 12
D;ite an(j hour of initial water lillin- , Depth of initi:;l water filling inches above hole bottom
Method used to maintain:,.t !east 12 inches of water deP th in hale for at least 4 hours Automatic siphon
axirnum water depth above hole bottom dw ing test 6 inches
! Time � � Percolation
Time inti rl. Mrr,�urcment, Drop in water rate. Remarks
minutes ! inches level. inches minutes per
� inch
12: 22 prefill 6 i
12: 32 1:02 3-3/4 j 8. 0 30 min
1: 07 1 1: 37 3-5/8 I 8 . 3 It
1 : 39 2 :09 3-1/2 8 . 6 "
1
I
I
i I I I
Percolation rate = 8 . 3 minutes per inch.
DATA S IEE I,
a.m.
Percolation test readings made by S—P Testing, In-Q . 0n_1492starting at 12
rdm•1
Test hole location 2145 Watertown Rd. , hole number 2 1-13-92
Date hole way prepared_
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, i-, hcs Soil texture
i
0 - 12" Topsoil dark brown loam
I —
Method of scratching si('ewall Knife
2
Dcpt�of,ravel in bottom of ho'.c inches
1-13-92 11 : 30am 12
Date sand hour of initis' water filling �c,tit of initial water filling inc;tes above hole bottom
Method ssed to maintain at;cast 12 inches of water depth in hole for at least 4 hours automatic siphon
Maximunn water Lepth above hole bottom during test 6 inches,
firnc Percolation
Time interval, I Measurement, Drop in water I rate, I Remarks
minutes I i;u i r;a level,inches l minutc<per
inch
•
12: 22 pre f i l l i 61
-�-----
12 : ?3 I 1:03 3-1/4 9 . 2 I 30 min
1: 06
1: 40 2 : 10
I
I
I I I
i
I
i j i i I
j
I ;
i
Percolation rate = 9 . 2 minutes per inch.
CERT. 400627
Percolation test rcat'ings nru:4 h S—P Testing, Inc . 1-14-92 12 : 34
_. or starling at _nt
•Tc,ct ho'... location 2145 Watertown Rd. l lole number 3 , Date hole was prepared 1-13-92
Depth of hole bottom 12 inches, Diameter of*hoie
Soil data from test We:
Depth, inches Suii texture
0 - 12" Topsoil dark brown loam
Mcthod of scratching sidewall Knife
Doth of gravel in bottom of hole 2 inches
1-13-92 11 : 30am 12
Date rnd hour of initial water filling , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
Maximum watt depth above hole bottk,ni during test 6 inches
!
Time i Percolation
Tivie ! internal, i Measure:;ent, Drop in water rate, remarks
!
minutes I inches level, inches ( nunutes per
inch I
12: 22 prefill 6
12:34 1 :04 ' 3-1/4 9 . 2 30 min
1:05 1: 35 _ to 3-3/16 9 . 4 to of
1: 41 2: 11 " ; 3-1/16 9 . 8 " of
I
Percolation rate = 9 . 5 minutes per inch.
-PER;'ORATED
. LATERALS
-
77
ANI DY LOAM SOIL
LA's ER OF STRAW OR
let A.13SH HAY COVERED `•` �� w
�% LTH RED ROSIN PAPER -% .r;
4
P.PE F�Oa�1 PSP
it
3/ n^ 2 ) a "_ _ - n / Y •/ -
CLeAN BOCK - DIVERSION- FOR
NOTES= �J SURFACE CATER
IOPSOIL—
I. SELECT AS LE1'ct A SITE AS POSSIBLE FOR THE MOU';7.
2. REMOVE EXCESS VEG!TATION. PLC'•`: DISK OR US-l' BF =`IDE R 'GJ2 TEETH,
- r ROUG EN THE SU .E SOIL 6 R:�1E5 DEEP DO THIS ONLY IF THE MOISTURE
CONTENT IS LESS THAN THE PLASTIC LIMIT IS S P1 RFC IF IT CAN UN r?O1J ET)
INTO AN 1/e INCH WIRE).DO NOT REMOVE ANY OF THE:,URFACE SOIL. MOUND
•' ` ,� :/ / ' PERFORMANj ON CLAY S,._ DEPENDS ON EXTREME CAFE TO PREVENT COMPAC IOn1
�� r� ' ,•
AND PUDDLING OF THE CL DURING CONSTRUCTION.DO NOT L5E WAVY CONSTRJC-
���/// ION EQUIPMENT AND DO WJT CONSTRUCT THE I10:1ND 4-=N THE CLAY SOIL 15
- ,•-"- 1'_�"' "� �" /`/� r ' % iN A PLASTIC CONDITION.
•`�' yr t-�•'�j!: i % ���'3. USE ONLY TF.ACX-TYPE EQtkPM:7iT FOR CONSTRUCTING THE MOUND SO AS NOT
�.'•'T `-t L i`����� __ �` / '� n- i/ TO COMPACT THE ORIGLNAL SOIL.
- _ 'V �( 4. THERE MUST B£ AT LEAST 2 fEET OF NATURAL OR FILL SOIL H ,. A PERCOL A-
_'` ice TION RATE NO SLOWER Ti.:�i 120 M;NUTES PER INCH ANO NO fJSTER THAN 5
~�ti `�yi "' �� �'•' + _ — l•• MINUTES PERINCH,BEFORE PLACING THE LAYER OF CLEAN SAND.
w •'/'
5 THE 12 INCH LAYER OF CLEAN SAMA IS PART Of THE My7UND CONSTRUCTION SAS
�o ^�� - J • IS CO!:StDERED CLEAN IF IT CAN IHSS THE"Fi.UIT JAO.
R 7FST WR CONCRE'E 541
s Lo _ , BE
-
�� - 'a_ -. ,� •..;.f:.,'.;�'_ 6. THE TOP OF THE CLEAN SAND LAYER AND THE TDP OF THE ROCK BED MLLST
LEA CONSTRUCTED LEVEL
AND `�+./. 'rjci. '60 >, DISTRIBUTION PIPES ARE /2-INCH DIAMETEiZ SPACED 40 INCHES ON CENTER
S p -.-�i� • AND CONNECTED
TO A MANIFOLD IN THE CENTER OF THE ROCK BED. PIPES HAVE
O ��`` Sip ` {{ !,�- .•-�: 1/4
INCH PERFORATIONS DRILLED EVERY 36 INCHES AND POINTING DOWNWARD.
�1 « �� ` ' ,� lJ4SE A NEW DRILL BIT TD AVOID BURRS MIS
THE PIPE.
R� Ery E _ r
B AY y - Q'�) - ':•'-:8 NINE INCHES OF ROCK ARE PLACED UNDER THE PERi'ORATEO LATERALS AND 2
Il
LipINCHES ABOVE FOR A TOTAL ROCK DEPTH OF 12 INCHES
"P - 9. THE ROCK IS FIRST COVERED WITH A LAYER OF HAY OR STRAW WHICH 6 T}!��1
•t COVERED WITH A LAYER OF RED ROSIN PAPER LAPPED 6 INCHES AT THE SEAMS.
pNQT ^ '10.AT LEAST-6 INCHES OF LOAMY SAND SHOULD BE PLACED OVER THE TDP OF THE
`T c� M ROCK BED.
Ay THAT
11. A 6-INCH LAYER OF TOP SOIL SHOULD BE PLACED OVER THE ENTIRE MOUND SO
{, THAT A GRASS COVER CAN BE ESTABLISHED.
'112 BOVE THE SOIL THE ROCK LAYER SO THAT HEAVY RAINR AT LEAST 6 INCHES NW WILL RUN CENTER THE MOUND
13. SIDE
SLOPES O THE DIKES SHOULD BE NO STEEPER THAN 44 ON CLAY SOILS
S.
N.-O Y6R,DEPENDS ON THE AMOUNT tOF.DAILY
SE )-
IS. MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABLE
VALUES.
1 16. MINIMUM PUMPING RATE IS SHOWN IN TABLE. PUMPING HEAD MUST BE
' ADEQUATE TO OVERCOME ELEVATION DIFFERENCE, FRICTION LOSS PLUS S FEET
FOR PERFORATED LATERALS-
. LAYER OF GEOTEXTILE LOAMY SAND CAP
FAB'R'I C PERFORATED LATERAL
GRASS COVE-.9 ,t 6 INCHES
CLEAN SAND. FILL TOPSOIL
MAXIMUM SLOPE
3 TO I
CLEAN ROCK 4„
TOPSOIL PLOWED OR 3/4 TO 21/2 INCHES
DISKED SURFACE fL `: % SLOPE
SUSS0IL . �
CROSS SECTION A - A
PIPE FROM
I
PUVPING CHAMBER
.� 7- f 1 j.
• u � J Jif '
u
PERFORATED
r- LATERALS
I ,
BED AREA
• , I I
I I
W ' W I _
_ I � I
f+• I 1
i20 o- -o 20__-- --_J
INCHES I I C- I ' -I ivCHE� •� --i
I I ,
10 >=E ET I -�
DIKE `KE
NIAX. -`'
. TOTAL WIDTH
111
PLAN\ yi EW
' O
m IM
M 1 n Ti ^1
,.p
O
Vi
til � �•�:)'� -' C
rAl
•
l_J
1
V
a n•-;
C)rn rnZ
DO on
p
co
CD4
�p
oz
t..,ND LElRFVE t.`" T ION Q. F—
A PERI 01�ATED L T[ER1-1-5L
�-- GroSs Cover
rs
tib' -----�•-- --'� �� _____—��
- % T-c
f aycr of 0cotextile laver
Loanny Sand Layer of h'ay or s r k-j covered ° �1h h t ed
rogln m er)
•a:�»•s' �.. ,yt ��:.a`:.r*a-n.:..+ +... .....irx�i _... ..w I_, C• -- v r !m,..�- 1'
rf r ied� ,e ��c�{ —�� -- Perforaiicn Dr�ii led Hori;�on ally
/_ 2 �:C � �t<<C 're o Cad dear ap
Coc/4�` Plcss At Least 12" f 'edge
L'C
C'C•
c`�Drain FField Rock -r of Rock * Layer
•
Perforations- Located at
Clean Sand LayerBoftom of Lateral
Original Soil Properly Scarified
r
Before Placing Sand Layer
_ clf�`COD, CED! OR
1 AT -R -I IC: iT `, LGc.KA F EI__L-C T R C i. E. "i�-0OST 4 x 4 rriIn)
; ► ; RIC CONNECT!O"uS f,,,AFJ_PLUGS OR ELTIC ;IC CT ' 1 � ELI:3X
- INSIDE
2! PVC coijowlf &)
E,"S,Pt�CEr LCCP OF I�vvVC_R CORD FOR10ANHOLE COVER C11-P,I'`.r:D 3: LOCi:cD c ;.f►-
J � � FINAL GRADIE
Nr LEAST 12
1 k;
Lr:LO\'✓ G RADE
uF,�IOti
�;� ►f s� ►.a__ __t��`I I cE FROM PO','VER SUPPLY
IS LAID ON A UNIFORI:1 SLOPE FROM
------ i - °k f'(U�I,�I' STATION UI' l0 SOIL TREATiMENT AI EA
j,; { E� I-CR FIRCPE R DRAINBACK
SEALED _.�, —% — IF PIP NK MUST BE LOWER'R� THAN
EALED 11kiNK COVEI-R E AT
_A
NK
€ � UN11ON TO GET ELE\!ATION FOR DRAINBACK,
PL!�,ST1C RG OR CI LAIN �! A 1/4 INCH WEEP
"OLE ffUST BE USED
WITH ANCHOR �)'
ALA.RM "_FLOAT ON SEPARATE — WEEP HOLE
ELECTRICAL CIRCUIT ;l
4► NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
START LEVEL �7 ��� _ _ I•y:UST NO'r RUN OVER -ANY TANKS BUT
MUST BE LAID BESIDE. OTHER TANKS
AND MUST BE .PLACED IN CONDUIT
ALONG POST
SHUT-OFF LEVEL_v — ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT.
000-
i
• v
I
_ 11
E 'CIL
f
�V
_" -,•. is CO
`1
_�.-.,_.�.,� .•mss--�-tom�:.-'�_�=�y.`""°••�_ �;-�s-''�'r_-��c � 1� i( • _
INLET .,c,t„�t � �,�, 11, OU1 LET
_ ..�KOU L _
SCUM CLEAR SPACE -- �— CLEAN
OUT TANK WHEN:
i
- ---�� it
IS 3" QIP LESS OR
-- — —- —
B
" " IS 12" OR LESS
B
• • BLACK COLOR
VSLUDGE - DISTINGUISHES SLUDGE
LAYER FROM LIQUID
A
1
Y
`l, W
MEASURE SCUM AND SLUDGE ACCUMULATIONS
.•
IN THE SEPTIC TANK
I,/
DATE �y TIME
CITY OF ORONO CALLED IN —T 7-
INSPECTION NOTIC SCHEDULED / '
PERMIT NO. CQMPLETED/t�,st��•G�G/�i ;3
ADDRESS
OWNER � el�� CONTR.
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING MECHANICAL RI 16 WELL TEST PUMP
W 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
O 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI �INet*ftn� 22 FOLLOW-UP
10 PLUMBING FINAL OWNER/CONTRACTOR TO MEET YOU: YES_NO
COMMENTS:
cc
0
0
LL
W
Cc
Q
ti
Z
W
W
cc
GW /WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE
cc
w ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contrac r ite.
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
�D�'TE �TIIMEE
CITY OF ORONO CALLED IN t
� 3")
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETI�D
ADDRESS T-
OWNER CONTR.,. YW
TELEPHONE NO.
DESCRIPTIONgrl
k 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREM/ETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTI 21 COMPLAINT
09 PLUMBING RI -"�EP TCL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC AL
Q OWNER/CONTRACTOR TO MEET YOU: ES_NO
Z
ti COMMENTS:
j
O
cc
O
2
W
cc
Q
W
W
cc
dWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W
C ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O 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.473-7357
Owner/Contractor it
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
to DATE TIME
CITY OF ORONO CALLED IN yz—
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED =30
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKES HORE/WETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL
U,
SEPTICMAINT. 21 COMPLAINT
09 PLUMBING RI 15 EPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FINAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
J
COMMENTS:cc
LU
a
J
O
cc
O
U_
W
CCz
W
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W
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Z)
OW /WORK SATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
CC
W ❑CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN
INSPECTOR WILL RETURN
FCITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.4737357
OwnedContracto o s'
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
v"
DATL TIME
CITY OF ORONO CALLED IN oZ
INSPECTION N9110E SCHEDULED
PERMIT NO. COMPLETED
ADDRESS
OWNER CONTR. 6bbi N—
TELEPHONE NO.
DESCRIPTION
L 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI 15 SEPT 22 FOLLOW-UP
v 10 PLUMBING FINAL I
Q OWNERICONTRACTOR TO MEET YOU: YES_NO
Z
co„ COMMENTS:
cca
cc
e7s
0
W
cc
Q
2
W
4,
W
cc
o ❑WORK SATISFACTORY.PROCEED PROJECT COMPLETE
ccW
W
❑CORRECT WORK A PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. El 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.473-7357
Owner/Contracto o si
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice