HomeMy WebLinkAbout1993-005779 - new septic system PERMIT
2�1-TY OF ORONO PERMIT TYPE:
50 Kelley Parkway Box 815 Permit er: WATER
Orono, Minnesota 55356-0815 Date Issued:
q12) 4717357 11/24/9:--.:
SITE ADDRESS:
621 NORTH STREAM RID
jB
P . I . N . ; 25-118-23-34-000-/,
DESCRIPTION:
Sewer A Water Permit Type NEW SEPTIC SYSTE
Sewer & Water Work Type RESIDENCE
CITY J-11F L010116%;'hill
Fliki"I44"C'Er' j'FF.,Ti7E
1 131 J171 6010"ick)
6,1 IVLtT 100.016,
12222&06-00
#2916'90 LVV1 li'01 Tl'J:l
REMARKS:
FEE SUMMARY:
Base Fee $100 . 00
Surcharge ----------1-5-0
Total Fee $100. 50
CqNTRACTOR: Applicant -- OWNER:
QUICKWAY EXCAVATING 54775077 L CRAMEE CO
BOX 50S 521 NORTH STREAM RD
ROCKFORD MN 5537:3 ORONO MN 55391
(612) 477-S077
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENT.':-:,
SPECIFIED AND AGREES TO DF.i ALL vJ-DIRK 114 STRICT C13MPLIANCE WITH ALL CITY OF'
11*��t-l[�)j:,i---...i.17,.�.-*c.:E!--.; AND SIA" L OF MINNESOTA ENILDING CODE REQUIREMENTS .
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
APPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
General Instructions:
1. You may Lai ly 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: ,<� l (i" Y `'' 'j �6
Occupancy Type: Residential �'/ Commercial Other
Owner' s Name : L Y c.-yam' Phone:
Mailing Address : City: Zip:
Septic Contractor' s Name: (� C-tom �� Bus. Phone.
Mailing Address: �� /�'/o2 �- city: p:
over -
r
,EPTIC 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
OTE: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate boxes.
Initial
1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will be lhstalling the following:
A. Tanks: I Precast Concrete Other Manufacturer ``
Tank Capacities : 1) / r� gal. 2 ) � c gal. 3 )A�)gal.
B. Pump Station (if required)
Pump make & model / I ell /Z //,�-///- (attach pump curve &
literature) ; system design requires Lam. gpm at ;?- I/ feet
of h d. High water alarm make & model �`� �� r—t
O side electrical work to be completed by `installer
_electrician _other Inside electrical work
must be completed by electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe Rock bed dimensions /("'X $'
Drop Boxes Sand bed dimensions �K- X=.
Distribution Box Pressure Dist. Pipe Diam.
Manifold Pipe Diam.
D. Final Cover/Topsoil to be: borrowed from site
/ ( show location on site plan)
/' trucked in
The undersigned hereby applies to the City of Orono for issuance of a
septic system 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 corn ct.
Signature of Applicant: �.� Date:
_dPCA Certification No. :
Ilk
CITY OF ORONO
.fit,
t' SEPTIC SYSTEM APPROVAL,
f � ,V , 4 ,
CITY of ORONO
Municipal Offices
ky Post Office Box 66
"r G Crystal Bay,Minnesota 55323-6066
LOCATION: 521 North Stream Rd.
OWNER: G• L. Hoffman
GENERAL CONTRACTOR: Cramer BuildersSEPTIC CONTRACTOR:
September 16, 1993 Revise(
SITE EVALUATOR: S-P Testing REPORT DATE: October 13, 1993
The City of Orono has Approved your on-site system design as of October 13, 1993
(approved-disapproved) (date)
with the following continents: A 15 ' setback from the driveway to the drainfield
site in order to allow adequate access to the garage if a grading and
drainage plan is submitted showing all driveway drainage flows away
from the drainfield area.
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. 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.
ALI,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 Departmeat
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 NO
By
Stepheneckman, On-site Systems Manager
TELEPHONE-473-7357 9 FAX-473-0510
S-P. TESTING9 INC, Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
September 16 , 1993
Cramer Builders
Lot 4, block 1
Northstream Rd. Addition
Orono, Henn. Co. , MN
a.
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - HbB - Hayden loam.
A seasonally high water table was located at 28 ' to 3611 , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
MoundSystem will need to be installed. The bottom of the rock
bed must be located at least 3 ' above the seasonally high water
table.
The soils at a depth of 12" have a percolation rate averaging
11. 1 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the pumping
chamber. The distribution pipes shall have their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, just break up the sod, be sure
not to over work.
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure . A warning device must
be installed with a light and sound device, this is in case of a pump
failure. Mercury floats are a good method.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT' D
Lot4 ,Blk. 1
Northstream Rd.Add.
Orono
(2)
Keep all heavy equipment off of the proposed treatment area before 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, showers, etc. ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended. Smaller amounts of laundry
soaps , dish soaps , cleaning agents , etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance.
—Steven B. Sc�irmers Zy
SBS/ds
V.400V-P lwc�o
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated SewneFlows in cauadspa day
Estimated 1,,0D - gpd(seepages D-7 or I-3,4,5) (Wo
or measured - gpd x 1.5 = Be&drooms IV'�'pe' 'gyp`" '�i11 1y
2 300 725 180
3 Oso 300 2la
B. SEPTIC TANK LIQUID VOLUMES
4 600 375 2% Values
gallons (see pages C-3 or C-5) 5 9 0 4450 294
4 in
7 1050 600 370 m
9 1200 675 408 wlumnn
C. SOILS(refer to site evaluation) „
i Septic Tank Capacities,in gallons
1. Depth to restricting layer= ��+' :To -i �' inches
!� Numherof Minimum Liquid Liquid capacity with
2. Depth of percolation tests = 1�. inches Bedrooms capacity garbage disposal
3. Percolation rate 11 . 1 mpi 2 or Itss 3or4 730 170
sera toxo tsoo
4. Land slope a % 7 9 or 9 '2ooS00o 3W0
D. ROCK LAYER DIMENSIONS
L . Multiply flow rate by 0.83 to obtain required area of rock
layer:Daily Flow x 0.83 =
gpd x 0.83 sq. ft./gpd = 'i�sq. ft.-�-)t�,:)j= S -1• ,
2. Select width of rock layer(10 feet or less) _ ' ft.
3. Length of rock layer=Area=Width =
sq. ft. _10 ft. = ft. Rock Bed
r•r•r•r•r•r•r•r��r•r
ti ti ti ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•
f:r:f•f•f•r•r•r r•r•r•r•r•r•r
ti•ti•ti•ti•ti•ti•ti•ti•:•ti•ti•ti•ti•ti•�• dth 2.10ft.
• r•r•r•r•r•r•r•r r.r•r•r•r•r,r
E. ROCK VOLUME •rte-- Length•r•r•r•r•r•r
1. Multiply rock area by rock depth to get cubic feet of rock,
,�sq.ft.x L ft. = cu. ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
511-cu.ft +27= a I cu.yd.
3. - Multiply cubic yards by 1.4 to get weight of rock in tons;
Q I cu.yd.x 1.4 ton/cu.yd. =. L tons..
F. ADSORPTION WIDTH ZAAL' Lo O
1. Percolation rate in top 12 inches of soil is 11,I mpi Absorption Width 111M Table
2. Select allowable soil loading rate from table on page E-- soil Tumm �Por nr w�° t
� gpd/ftz rneu c�Pi root a leek rya
wilun
3. Calculate adsorption width ratio by dividing rock layer ftaff d=0.1• Comm Smod --
0.1 to 5 * sand 1.20 1.00
loadingrate of 1.20 d/fe b allowable soil loadingrate; o f to s Fme sand- 0.60 zoo
dt". Y 6 to is _ Sandy loam 0.79 1.52
1.20 gpd/ft2 :1-1 gpd/ft' a G t 1 16to30 loam o.6o zoo
31 to 45 Silt loam 0.50 2.40
Check this value on page E-16. 4 �D l�tn o a 2-677
SM
4. Multiply adsorption width ratio by rock layer width to get .- c -
required adsorption width;
�X ft= '.2ft
G. DOWNNSLOPE DUM WIDTH
1. If landslope is 2.9 percent or less,basal width includes both the
upslope and downslope dike widths,
12. Calculate minimum mound size based on geometery;
a. Determine depth of clean sand fill at upslope edge of rock
layer:Separation J. t7 feet
b. Multiply rock layer width by landslope to determine drop
in elevation;Slope Difference
J x 6.%= 100 = _feet
c. Add depth of clean sand depth of clean sand for u dLh
separation at upslope edge (2a) to depth of rock layer to ZuYNrd Wdth
rock depth and the depth of cover to find the total moundAwad,
height at upslope edge of rock layer; ``" �--
" ft + 1 ft+ 1 ft= 3.0 feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: 3.0 x 3.t7 _ / / feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height 3.0 + , z- = 3.-z_ feet
g. Enter table on page E-18 with landslope and downslope
dike ratio. Select dike multiplier of 4.3 s,
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3.2 x 4:3 _ _14 feet
i. Mininmum mound width is the sum of upslope dike
width.plus rock layer width plus downslope dike width; .::; ........
-feet R eeaw►di n::' ;U i� �ii;at► �'
iN•N•N•N•N•N•N•N••
j. Subtract the Minimum width G•i from the AbsorptionBed•''''•' ''' `'
width FA to find the Additional Downslope required for Rocku" '-�
Absorption ::::::::::::::: : : •::: ::::::: :
N••.Y.:•.:N:N ti; •••N:•.:•.
lolm Dikwath-l--
k. Add the Additional Downslo e required for A `' ' ��•
p eq Absorption::�::::::; � Fe'iii ivldrh'may_
to the downslope dike width and recalulate the Total •�
Mound Width which is is the sum of upslope dike ��:::�::: :• :`;:';:::::
width plus rock layer width plus downslope dike width
I 1 .ft+_ 6 ft+ 1 q ft =,3,;feet {� TOW Length -�
1. Total mound length is the sum of upslope dike width`
plus rock layer length plus upslope dike width;, "
11 ft + r t ft= 11),0) feet
j q71
31 4:1,,___ S..1 &1 7:1 3:1 4:1 5 ope W 7:1 8:1
S
0 w 3A 4.0 5.0 6.0 7.0 &0 4.0 5.0 6.0 7.0 8.0
1 309 417 = 526 638 753 291 .' 3.85' 496 566 654, 7A1
2 31� e :'_ 4.54 536 6.14 690
3 33O` 4S4 &U-rr<. 732 8.86 - 275' 357. 43S SAB` 599 6.45
4 3A3 4% 6.25 7.0 472 268 3.45 4.17 484 5.46 606
S 353 5Od 667 857 10.77 261 333 4.00 4.62 S19 Sn1
6 366 526 714 938 1207 254 3M 3ffi 441 5.41
7 380 5 56 9.64 1034 Mn 248 312 3.70 4.73 470 513
8 396 e' SBB" + 833 r 1L51 ;1591 x2.42 3L03 3S/ 406 4A9 ' 488
9 411 624 9A9,;- 13A/
1892 =236 244 345 390`; 43D 4 66 yl
10 429 ' 667 IOA`° ]SAO 7333 231 ";, 286:' 333 395 4.12 4A4
11 4.48' 714. _1111 1745, X43 2.26 278 3J3 3.61` 395 .. ._- 426.
12 4.P 7A9 1250 21.43 4335 2.21 2" 3.12 3.49 3.80 4.06
-G. • • DOWNSLOPE DIKE,WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsor" tiofi*idth to obtain minimum downslope dike toe for
absorption:
2-V? ft- 10 ft= 1 feet
2. Calculate minimum mound size based on geometery:
a Determine depth of clean sand fill at upslope edge of rock
layer: Separation A D feet
b. Multiply rock layer width by landslope to determine drop
in elevation;Slope Difference ,
IC, x %-i- 100= L, feet
c. Add depth of clean sand depth of clean sand for C6.d Sal
separation at upslope edge(2a) to depth of rock layer to i
rock depth and the depth of cover to find the total mound W,''
height at upslope edge of rock layer;
ft+ 1 ft+ 1 ft= 3,c) feet
d. Enter table on page bottom with landslope and upslope 5�, ;j
dike ratio. Select dike multiplier of
e. Multiply dike multiplier by upslope mound height 3 •° 'Z' 's?
to get upslope dike width: 3.G x =2 D feet 3.3 :c Li
f.Add the depth of slope difference(2b) to the upslope
height to get the downslope height
3.0 +,A _= 3" feet
g. Enter table on page bottom with landslope and
downslope dike ratio. '
Select dike multiplier of S,a
h. Multiply dike multiplier by downslope mound height
.to get downslope dike width: 3.(, x_L.-)t, =_L_L feet
i. Compare the.values of step G.1 and Step G-2-h- Select the
greater of the two values as the downslope dike width;
I ct feet ►�'
j. Total mound width is the sum of upslope dike
plus rock layer width plus downslope
» �'i• ::"':.'•.`•:•:•::•:`•.:-•:•.:•.:•'::.:.:.:
width p ,::;•:::;;•
' dike width; ••- • ::;..;
+►b-*K=3to Y ft+` /o= ft+ /� ft= 3�feet u Dike idth
k. Total mound length is the sum of upslope _••
dike width plus rock layer length plus wldti'
upslope dike width; , `` �' ���'� •'�'�" `''
ate'. 'ft+ 5 5 ft+ To
/o ft= ?& feet
t _ r tal Length ej
3:1 LI 5:11 6c1 7.1 3.1' 4:1 X18 61 71 81
%awe
0 3.0 4.0 5.0 6.6 7.0 3.0 60 S.0 60 7.0 8.0
1 30 :617 5.26 G38 753 2.91 385 4.76 5.66 654 „7A1
2 319 '„ 435 S56 6.82 8.14 283 454 536 6 90 14 6
330 886 275 ge> 435 : 5A8 S29 6AS
411 SW7_Q
6 675:,, . 't7.6 ... 972 . :. 417: 484 546 606
5 353, '- SAO'.:. 667;, "857 1077 261 333. 600 4.62 5.19 5.71
7IZ07 -2 3.85 4.41 693 5.41
7 380 S 6 7.69, 1034 ( •1373 248 312 370 473 470 513
83.% '. 588.: 833 1154 1591 242 3.03 , : 357, 605 449 48B
9 13.04. : 1892 236.. %, 3.45,;. ; 3.90 - 430 US
2333 2.31 Z86 .'_,` 333 375 612 644'."
Il 4Ad 714_ 1111 1766 3043: 226 278 3.73 3A1 3.95 626
32 -10 7.0 1250 21A3 4325 221 . .70 3.12 3.49 3.80 4A8 ;
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution ENO PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �Greu raer
water use rate. T +,+
2. Maximum=ggested for delivery to a drop box of a home system is 2,700
of Geole:file Fabrk(or fau-
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. iT L.saga 1W "rleye,a hay e.crave covered
vdfh red.Oehl peDed
Pressure Distribution a< a IIsle pMforop ora led Fbrizomolly
Neer Top
3. a. Select number of perforated laterals 0r4 P1� M Long Iz•fe Edge
o}n F1el _, of Rock Loyor
b. Select perforation spacing= "- ft. Perforollans L=Iea of
+• flaffae of Wool
c. Sub t 2 ft.from the rock layer length. it cl.aa SWA 1arw
-2ft._,..�ft. ..
...
taotP Properlyy scalfled
LOW
d. Determine the number of spaces between perforations.
Length perf.spacing ft.+ .Z ft.= spaces TABLE OF PERFORATION DISCHARGES IN GPM
e. )1L spaces+1= I perforations/lateral
f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(Inches)
get total number of perforations. 1
/3. f/e
e x _, perforations.
1.0a OS6 074
1S 0.69 0.90
$• xA=L gPm' 2 080 104
2S 0.89 1.17
SELECTED PUMP CAPACITY 3.0 0.98 1.28
8Pm 4.0 1.18 1.47
5A 126 1.65
B.Determine head requirements:
1. Elevation difference between um and int of discharge. aUse 1.0 foot of head for residential systems.
j pump P�� g bUse ZA feet of head for other establishments
1 lez' feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
S� feet
3. Friction loss Pipe mgt
a. Enter friction loss table with gpm and pipe diameter. Point of Discharge
Read friction loss in feet per 100 feet from table. �.c�
F.L.= _ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge P
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch
I 1 0 x 1.25= )-'!�0 feet , r"On Im as loo s ora
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 _ 0.28
Total friction loss= �x r<J +.100= y feet 14 1.28 .0.38
4. Total head required is the sum of elevation difference, 16 1.63 0.48
special head requirements,and total friction loss. 18 2.03 0.60
20 2.47 0.73 0.11
25 3.73 1.11 0.16
/ S + '_e),-+L_ 30 5.23 1.55 0.23
(1) (2) (3c) 40 11.07 2.64 0.39
45 14.73 3.28 0.48
TOTAL HEAD a feet 50 3.99 0S8
55 4.76 0.70
60 5.60 0.82
C. Pump selection
1. A pump must be selected to deliver at least D gpm (Step A)
with at least 3ig feet of total head (Step B).
Location o� Project Cramer Builders,Lot4,B1k. 1,Northstream Rd.Add. , Orono
Borings made by S-P resting, Inc. Steve Schirmers Date 9-9-93
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 997. 2 feet Surface elevation 996. 7
0 - --- - --— ---- - -- 0 -
Topsoil dark brown loam Topsoil dark brown
0 - 10" loam
0 - 1'
Brown clay loam Brown clay loam
2 10" - 2-1/2 ' 2 - 1 ' - 2 ' 2"-MOTTLED 212"
Rusty olive brown
3 - 3 _ clay loam
Brown loam 212" - 3-1/2 '
Rusty olive brown
4 - 4 -
loam
5
2-1/2 ' - 5 ' 3-1/2 ' - 5 '
- 5 _
30 ' north - MOTTLED 24"
6 _ 30 ' west - MOTTLED 30" 6 -
7 - 7 -
_ l
8 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Stanaing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at feet of depth. Observed at 21211 feet of depth.
Not present in hole X Not present in hole
Comments : Comments :
Locatfon or' Project Cramer Builders,Lot4,B1k. 1,Northstream Rd.Add.Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 9-9-93
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X , or Power Flight or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 995' 2 feet Surface elevation 994. 4
0 - --- -- --- - ------ 0 - - --
Topsoil dark brown Topsoil dark brown loam
loam 0 - 8"
1 - 0 - 11211 1 -
Brown clay loam
Brown clay loam
2 _ 1 ' 2" - 21 -MOTTLED 2 ' 2 _
Rusty olive brown
3 - clay loam 3 - 8" - 3 ' 211-MOTTLED 312
Rusty olive brown
clay loam
4 - 4 -
3 ' 2" - 414"
2 ' - 418" Rusty olive brown loam
Rusty
4 ' 811 - 5 ' o4oambrown 414" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 -
i
End of boring at 5 ' feet. End of boring at 51 feet.
Standing cater table : Standing water table:
present at feet of depth, present at feet of depth,
hours after boring . _ hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 ' feet of depth. Observed at 3 ' 2" feet of depth.
Not present in hole Not present in hole
Comments: Comments:
Location or, Project Cramer Builders ,Lot4,B1k. 1,Northstream Rd.Add.Orono
Borings made by S-P 'resting, Inc . Steve Schirmers Date 9-9-93
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight
or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 992 . 4 feet Surface elevation 992. 7
0 - --- Topsdark-�rown^Ioam�- 0 - TopSoii darkrown ham -
0 - g..
0 - 6"
1 - 1 _ Brown clay loam
Brown clay loam
611 - 118"
2 2 - Brown loam
8" - 2 ' 4"-MOTTLED 2 ' 4"
Rusty olive brown clay loam
3 - 214" - 312" 3 _ 1 ' 8" - 3 ' -WEAK MOTTLED 3 '
Rusty olive brown
Rusty olive brown loam
4 - loam
4 4 '-STRONG MOTTLED
5
3 ' 2" - 5 ' 3 ' - 5 '
- 5 -
6 - 6 -
7 - 7 -
8 - 8 - f
I
End of boring at 5 ' feet . End of boring at 51 feet.
Stanaing water table : Standing water table :
present at feet of depth, present at feet of depth,
hours after boring . hours after boring.
Not present in hole x Not present in hole X
Mottled soil : Mottled soil :
Observed at 21411feet of depth. Observed at 3 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT.;-00627
PERCOLATION TEST DATA SHEET
Percolation test made b readin s S-P Testing, Inc. 9-10-9 3 2:3 7 a.m.
g y on starting at �,
(dare) —
Lot4,B1k.1, Northstream Rd.Add. 1 9-9-93
Test hole location . Hole number Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
9-9-93 2 : 30pm 12
Date and 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 water depth above hole bottom during test 6 inches
Time Percolation
ime interval, Measurement. Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
2 . 27 prefill 6
3 : 07 i 5-1/2 5. 5 30 min
3 18 3: 48 5-3/8 5. 6 "
4. 19 If5-3/8 5. 6 Ifit
Percolation rate = 5- h *minutes per inch.
CERT. T0,0627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 9-10-93 2: 3 8 a m.
starting a m, ,
Lot4 ,B1k. 1,Northstream Rd.Add. `da '
Test hole location 2 " 9-9-9
, Hole number ,Date hole was prepare
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
9-9-93 2.30pm 12
Date and 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 water depth above hole bottom during test 6 inches
Time Percolation
.i ime interval. Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
2: 27 prefill 6
2 : 38 3 : 08 3-11/16 8.1 30 min
3 : 17 3 : 47 3-1/2 8 . 6 "
3 : 50 4 : 20 3-7/16 8. 7 "
Percolation rate = R - 9 *minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made b S—P Testing, —10-93 2:39 a.m.
g 5 Inc.. on starting at .
Lot4,B1k.1,Northstream Rd-Add. (date) ��
Test hole location . Hole number 3 . Date hole was prepared 9-9-93
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole---l—inches
9-9-93 2.30pm 12
Date and 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 water depth above hole bottom during test. 6 inches
Time =Percolationime interval. Measurement, Drop in water Remarksi minutes inches level, inches
2 : 27 prefill 6
2 : 39 3: 09 3-3/8 8. 9 30 min
3 :16 3 : 46 3-3/16 9. 4 "
3 : 51 4: 21 3-1/16 9 . 8 "
I
Percolation rate = 9 .4 minutes per inch.
CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made b S-P Testing, Inc. 9-10-93 2:40 a.m.
g Y on starting at m P.M.""
Lot4 ,B1k.1,Northstream Rd.Add. date)
Test hole location 4, Hole number Date hole was prepared 9-9-93
Depth of hole bottom 12 inches.Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall_ Knife
Depth of gravel in bottom of hole 2 inches
9-9-93 2: 30pm 12
Date and 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
6
Maximum water depth above hole bottom during test inches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
2 : 27 prefill 6
2 : 40 3: 10 1-13/16 16. 6 30 min
3 : 15 3 : 45 "
i
3 . 52 4: 22
i
Percolation rate = 16. 6 minutes per inch.
CERT: #006127
i
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 9-10-93 2:41 a.m.
Percolation test readings made by on starting at
idatel J
Lot4,B1k. 1,Northstream R Add 5 9-9-93
Test hole location ole number . Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 8"
Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
9-9-93 2: 30pm 12
Date and 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
6
Maximum water depth above hole bottom during test inches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
2 : 27 prefill 6
2 : 41 3 : 11 2 15. 0 30 min
3 : 14 3 : 44
3 : 53 4 : 23 "
I
Percolation rate = 15.0 minutes per inch.
CERT. -00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 9-10-93 2 : 42 a.m.
Percolation test readings made by on ea«i starting a m:
Lot4,B1k.1,Northstream Rd.Add. 6 9-9-
Test hole location Hole number , Date hole was prepared
Depth of hole bottom 12 Diameter of hole 6—inches. inches
Soil data from test hole:
Depth,inches Soil texture
0 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
9-9-93 2: 30pm 12
Date and 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 s iphon
Maximum water depth above hole bottom during test 6 inches
Time Percolation
":ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
Water remaining in t st hole
2 : 42 3 : 12 6 2-11/16 11. 2 30 min
3 . 13 3- 43
i
3 . 54 4: 24 "
Percolation rate = 11. 2 minutes per inch.
PERFORATED LOAMY SAN^ CAP
LATERALS LAYER OABR OTEXTILE PERFORATED LATER:.
~' GRASS COVER- 6 INCHES
SANDY LOAM SOIL : %j' � �` r• CLEAN SAND FILL-- TOPSOIL
MAXIMUM SLOPE- --�
LAYER OF GEOTEXTILE r�;-,f j,:f j ''~ 3 TO I CLEAN ROCK4-
FABRIC OR 4 INCITES OF .�/ �� ;y TOPSOIL/ 3/4 TO 2'/2 INCHES
•„l p' PLOWED OR
HAY COVERED BY DISKED SURFACE - ---
BUILDING PAPER
Sul,
11/ OR 2` •:'i_• it CROSS SECTION A- A
PIPE FROM PUMP--� �! X/
PIPE F HM,
3/ -2'/ .j y! :�rr � PUMPING cHaMBr'
CLEAN WOCK DIVERSION FOR
l SURFACE WATER -
6' TOPSOILx/'�
'�..-•._�' iii �.
er
1y1tr. �c•�� >/ i��� ? PERFORATE() I I 1
iJr1`.. I LATERALS - -
SLOp
CLEA
SQr�p N
FILL
I s
L O 0E0 AREA
Li
Lily
OREN, CR
Ufa
I
Ba�fjt ORAL !e� - I w tn w m _ A
-• - _ 20 ' i-� -��i I -
INCHES ! ° INCHES
LAYOUT OF PERFORATED PIPE LATERALS FOR
PRESSURE DISTRICATIC!N IN MOUND
10 FEET
r - -DIKE - �- - MAX. -DIKE
< PERFORATED PLASTIC PI"F
C)j I -- ---TOTAL WIDTH -- -
r tIN6
�-
PERFORATIONS SPACED 35' =' Sf'A1 1,
ON CFNT[R P[RFORAiIOFJ „ t Rfnr�fli'' % 1
E
EW �Rf./4Mnr RE 3/-b-. 7/ PLAN VIEW — - -
�/-f END PERFORATION OF A PERFORATED LATERAL
PI;'f
11 �-Grow Corrr
° L PERFORA1fO1V5 ON E301IC,M OF
\ PLASTIC PIPE
-• f � Topsoil
Loyer of Geote,file fo6rlc (or low•
Loomy Sorel Layer Inca Icrcr of"I ar elrow covered
_ (ALTEWt:A1E LCICATION rr,tn red ronin paper)
OF PIPE FROM PURdP) "rqr
71 7�`er Pal 1. Dolled Ilorlroninlly
`� =- - t~,"."•C .-- Into C p Near Top
� _
G. _ �''Plw AI Leost 12'fo Cdge
END CAP �., !_ �\ ` F \ of Rock Layer
%"- �
- Alt'• '��. �'.
-Perlwiun
dle located of
'~ oft�t bottom FROM Clean Sand Layer Bottoof Lorerol
PFR
\\� rG PUMPING CHAMBER
e,.''• 111 RF --..`�---,o �-�---�--------o-
I-f-f'u Orlpinal Sotl Properly Scalf,ed
�, - B.'(44,Plactne Sand Loyer
k. v 1
REDWOOD, CEDOR
WATLR 71GIIT Q LOCKABLE ELECTRIC BC1X �� TREATED POST(4 x 4 min)
PLUGS OR ELECTRIC CONNECTIONS- — /—ALL ELECTRIC CONNECTIONS MADE
Z" PVC CONDUIT SCHEDULE AO +_ INSIDE BOX
LOCKED SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED 5
\�— / SETTLEMENT
;EAI_ED MANHOL F RINGS � _ 1 FINAL GRADE
��AT LEAST 12"
UNION BELOW GRADE
WIRE FROM POWER SUPPLY
PIPE IS LAID ON A UNIFORM SLOPE FROM
- ---- - PMP STATION UP TO SOIL TREATMENT AREA
t: F�R PROPER DRAINBACK
SEALED TANK COVER - IF PIPE AT TANK MUST BE LOWER THAN
I UNION, TO GET ELEVATION FOR DRAINBACK.
PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST DE USED
WITH ANCHOR --- — WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT----
NOTES ELECTRICAL WIRE FROM POWER SUPPI-Y
START_LEVEL C7__ -- _ r _ _ MUST NOT RUN OVER ANY TANKS 9U'4
MUST BE LAID BESIDE OTIIER TANKS
AND MUST BE PLACED IN CONDUIT
ALONG POST
ST{11T-OFF_LFVEI_Q _ _'I _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
PUMP CONTROL FLOATCONDUIT WIRES CANNOT HAVE GROUND
CONIACT.
_-
MCI
Figure F-x
ME IAL--
COVER
MAIJHOLE
RING �-
n�ETFIODS OF S17CURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
VERTICAL SIDEWALL SEPTIC TANK
FINISHED GRADE
INp: AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. COVER 4' D14.
MIN AT LEAST I" T- AT LEAST I" -
A UIMENSIUtJSlFUR TANKS WITH VERTICAL 51-DES A
_57 WIDTH W _ 24 MI_MMUM —
LENGTH,.L 2 TO 3 TIMES THE .WIDTH _
$ DIAMETER 60" MINIMUM _
1 DEI'THLD 30 MINIMUM; 7B; MAXIMUM---_. .__ C
J _ A 02 D -- — —
AT LEAST _g 6" MINIMUM, 0.2 0 MAXIMUM
- -
-- AT LEAST 4 FEET
Nu 11-S �
1 SANIINW ILLS AI I rASt.PRAILS IN LILAW TFn + AUNI KXE WVEILS 51 IALL IIF LOCA IED WIT 11W 17 W(;NES
1 I,IL rv-.St IN I LIL i w+f On IACX II ?A-jaiOOLCS M•1 FA'.1 IF 111E~1IOL.E IS WITI W SIX**CUES OF IIIE SUrV ACE
intAr.NSKNI MItI LIK;AIFII riIII lwl6f LEI C+ Ail 1MIk 111E OOVLN"A OE SECIX -010 rI EVEf4I ACCC,
wM.L9 SrrAMIK)N DISTANCE(ifTWEEN F.NUOr ow r`vF AND
3. AN w+Sr'EC 10004 r1rF Of AT LLASI 4 NCI iFS NAW-1 EI1 � NFAM ST 1`0441 INEWFLr.SHALL LIE NO 1ESS 11 W4 61NCIIES
On A MANI TOLE SI TALI RE LOCAI£0(WEn D.)1 tl I I E IPA Ey on NG MALE JIM 12 NCI IES.
Nlr)OUILLI ULVIcte;INE.CLNIEn LNE Or Ifir w1V'LCl"4 6 rc)ni"uz(/NIALCYLvjnnc-Q IANKSOIMrfl!:IL)NAISo150
rlrt S SI WL LIE Inr SAIAr.AS 11f(CENIL n IINF M 11.E AND DTPA NSIDIPI C IS 0]S(1
ANI LE OrF Nw1GS OII cAw I Al lr 1 L E S A 1113 W IN'41 C I tiw+
1'Y•E MI I A RF LOCA I Lu Ll 1 WI f N 71 if 1A E'Ali I(■I I I I 1
nN n Es _
PENCIL
MARKS
a w
20*
MANHOLE
� I
1
INLET + SCUM �.3� OUTLET
Lys UTLET LEVEL .-
— .— SCUM CLEAR SPACE- ��;, CLEAN OUT TANK WHEN
—TWIS 3' OR LESS OR
"E3' IS 12"OR LESS
N&t'
:..:I'•':•..•'• . BLACK COLOR
)Y/ SLUDGE ;i DISTINGUISHES SLUDGE
s I; LAYFWR FROM LIQUID
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
y
C
I
v i
'I
P�k
1 , r
'
Y. /y��'Ct
3'f'
I
��� ' i
IA S R EV I SW
_F __.r•GI� .-,�..+. ,«-
.",.TVAIT NO. ,- —-
r / C`)ONS AS (NOTED
: RECT & RESi18MIT
ine canim _,--mation. All work shall be don*
In ?ul err I i . a• applicable boding & zoning ctxla Fa� j r
auiren <.,? r ac: specifically rioted in this review z
_D� ,� SfTti_ AT ALL. TIP,I ".aL N
_ Co
03
(D Y I C Cr, Q0 "\ i
:U C ro ut �.
Pr
mo > �
�`�{ n t1 O o r .4,
N
a7 O O O
fD V`
..iY a � a
W .`�
is 0 c) 9 p
rn \�J , N
a
i rD
LI (1) cD
H'•1SS -
�
.0 51
SET- BACKS 1 !. /o` jjle1 _
HOUSE System must be:
Tank 292 from property lines X= S '� b _titP►Stf�� W�o-��}_
a-lt� 2.'f from wells
W P vv_ _o uJT from Bldgs. ' t
= n; Treatment area 1Sv'from lakes, streams
Treatment area 20from property lines NOTE=Power supply and switches must be located in a
M,4N14or..ES IS If rom wells weather proof enclosure outside the pumping chamber and manhole
bldgs.
_Z0__ trees SOIL BORING ELEVATIONS
r
Amin. t � .- 1 I �
3"dna su t TH9I EL.-G97"� -tia 6- -9g�.7
e a o TH.v2 EL.3°I,'l
a`o - 1, grode.Io
Tank Tank .. ,,. TH. 3 EL.-12L a
Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH.74 EL-9cyll--i<
t
Min. I"to 8' 'pumping TH4 5 EL-Ma 4
Max.l"too' Y_ E' :::rA,.aY.s SlaA`.L.oc�J Chamber ELEVATION at PROPOSED PUMPING
•4"to 6"dia.pipe - CHAMBER- ii&PLz Raw►ti?�tf.o
SYSTEM DESIGN -MOUND W
TYPE-.�, ,LI BEDROOM-, Average percolation rate ILL min./inch (design.83 sq ft treatment area per gal.of daily sewage flow)
LQQgoL/doyx.83sq.ft`/`gal.,9-Oasq.ft.ofteatwA,amo +10°/a=-.<L-12sq.ft. (= 10f.width= f0ength of bed area+side slope run 14-to I x=height= 3;:r ftx _40 ft.lawn•area needed)
(lean rock needed- ,592sq.ft.treatment area x l.o depth of rock s.<1 4..cu.ft 27=-�LLauyds(3/4"to 2 II2'dia.,'includes 2"of,rock above pipe)
{ ► '-�— Clean sand fill below rock needed cuyds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6": 5�cu.yd. 1400— SIRIko 0��3 )•a � l
W NASI ( c•"��nrcwl o "-'C4 of cuKo•-c�n�l,
Number of tanks required —, Isttank /00 at ,2ndiank/000gal.minimms ?Lis% PtiamP�Nia � �aw►,3��
Pumping chamber -cadY c' - 25% of dai sewage flaw of at.= al.+reserve.story
Ra 9 9 qeof'-150y�1/BI .��'tt`Lgat.+pipe back drauxnge-
p PROPERTY OF.1�9
t
of gal./100Im.ftof . dia.supply pipe, lin.ftneededJ,_a2_gal.4 manifbld I egal./1001'm.ftof I dia.pipe,rmftneeded�, Z gal. 1`-lpye-osC4�A»�
total Capacity needed
901.(plus
f area for pump) 100 O � «►�n►.Y\. !7,-
dia.;
mo
dIQ. PffCtgS DlstrlbUtion @M 1 diao Y�'p0_r D'�io 9.1E7
NL
-
Pump size f►p- (Pumpable copacif)r .gol:`4cycles/day) us a ay ' n-t�uo c'¢�ss _o�sc.Nix�u�G 140
S—P TEST/NG /N
Note: When constructing bed r- , this area should be shaped Note: Distance from treotment area to neighboring wells— Designed By � - •'�� '`� -
• to divert run-off from entering treatment area. 1= #'�'l ' "�1�r149 l 1 U D
i
Date: /s;/ �. , PH. 612-497-35 6 6
A5 JDATE TIM
CITY OF ORONO 10\ CALLED IN //
INSPECTION NOTICE 5� SCHEDULED
PERMIT NO. COMPLETED
ADDRESS /
OWNER CONTR.
TELEPHONE NO. -�
DESCRIPTIONY/��-�
4 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/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
`J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC F
OWNERICONTRACTOR TO MEET YOU: ES_NO /
COMMENTS: =ZMQ Aza ,mo-D /r1I
O
Cc
O
2
W
Cc
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LUI RK SATISFACTORY:PROCEED 11 PROJECT COMPLETE
W///❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY
V BEFORE COVERING 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.473-7357
Owner/Contractor qn slte.,j
Inspector.
White CopyMspectoes File Canary Copy/Ske Notice
DATE TIME
CITY OF ORONO CALLED IN 0J
INSPECTION NOTICE '��I� SCHEDULED i
PERMIT NO. COMPLETED
ADDRESS
OWNERA�r�K-ACONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MA T. 21 COMPLAINT
09 PLUMBING RI 15 SEPTIC INSTA 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEP�TI�NAL
OWNERICONTRACTOR TO MEET YOU: I' YES_N
y COMMENTS: '—
O �
O
Cr
LAJCCO
sea/�.�
z
W
Z
W
LURK SATISFACTORY:PROCEED ElPROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN
INSPECTOR WILL RETURN El CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ext inspection 24 hours in advance.473-7357
Owner/Contracto
Inspector.
White Copylinspectoes File Canary Copy/Site Notice
DATE E
CITY OF ORONO CALLEDIN
AM
INSPECTION NOTICE SCHEDULED =s�/
PERMIT NO. COMPLETED '�
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
4 01 FOOTING 11 ME NICAL 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAWGRADING/FILLING
03 INSULATION 24/25 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�EEPTIC
21 COMPLAINT
09 PLUMBING RI 22 FOLLOW-UP
v 10 PLUMBING FINAL 23
OWNER/CONTRACTOR TO MEET YOU: ES_NO
y COMMENTS:
j
0
cc
0
v_
W
cc
Q
f2
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W
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W
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W RK SATISFACTORY.PROCEED ElPROJECTCOMPLETE
W //❑CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING 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.473-7357
OwnerlContractoron ite-
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
ATE TIME
CITY OF ORONO CALLED IN /(a/95/
INSPECTION NOTICE SCHEDULED ! l9 — -�2 TeT
PERMIT NO. COMPLETED 1 T 1
ADDRESS f
OWNER A CONTR.tl
J
TELEPHONE NO. 1-177 _56'7 7
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 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
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI tir ^ 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTJC FINAL
Q OWNERICONTRACTOR TO MEET YOU:__YES_NO
Z /
y COMMENTS: _/0
C,
W
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C:
0
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W
Q
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W 9WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
C: ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOPORDER POSTED.CALL INSPECTOR El CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContracto it
Inspector.
White CopyMspector's File Canary Copy/5Re Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICES SCHEDULED
PERMIT NO. COMPLETED
ADDRESS
OWNER CONTR. � Ct
TELEPHONE NO.
DESCRIPTION
4 01 FOOTING 11 MECHANICAL RI 16 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
r7 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 S TALL. 22 FOLLOW-UP
09 PLUMBING RI EP 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNEWCONTRACTOR TO MEgT YOU: YES
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V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cali for the next inspection 24 hours in advance.473-7357
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