HomeMy WebLinkAbout2000-P02983 - new septic system � � PERMIT
C I TY O F O RO N O Permit Number:
2750 Kelley Parkway - PO Box 66 Po29s3
Crystal Bay, Minnesota 55323 Permit Type: septi�
(612) 249-4600 Date Issued: 9i1si2oo
SITE ADDRESS: 2375 Devin La
LONG LAKE, MN 55356
PID: o3-i1�-23-22-0020
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: VOLKENANT INC OWNER: C& R CARODENUTO
1030 CO RD 83 2375 DEVIN LA
MAPLE PLAIN, MN 55359 LONG LAKE MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORD ANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SI NATURE ISSUED B SIGNATURE
Copies: City,Applicant,Assessor, Finance Page 1
CITY OF ORONO SEPTTC SYSTEI�I PERI�IIT APPLICATION
Bos 66 (2750 Kelley Parkway)
Crystal Bay, 1�1n 55323
,
JOB SITE ADDRESS � � 7J � -P"U l � �� �-
Occupancy Type: Residential� Commercial Other
Permit Type: Ne�v or Replacement System $100.00
� �G �x�
Repair Esisting System � 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
O�vner's I�'ame: ��1¢/�1�5 ( _��t�3d(��,lC/�U Phone Number: ��� � Ol.� -�7
Mailing Address: �,3� 5 i�.��,�,:.� City: /L�=..� , Zip:
Contractor's l�Tame: l�� �o�,� Phone Numb � �/��j-i 5 t-{�
Nlailing Address: �D '30 �� ��f �� Cit3':/�a � / „�Zip: ,S � ��,'
*** DO NOT MAII.PAYI�TENT«'ITH THIS APPLICATION***
GENERAL Il'STRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
A;ency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desijn. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" co��er sheet signed by the City Inspector.
4. The follo��ing 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 coverin�. For mounds, inspection is required after
rou�h up but prior to sand placement (sand �vill be jar tested for silt content), and again
durin� pressure distribution pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holdin��tPCAInstallers License shall be present durin�all inspections. A 24-houi•
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: ��Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal 3) gal
B. Pump Station (if required)
Pump make& model (attach pump curve &
literature); system design requires gpm at feet of head.
High water alarm make & model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches: s.£ Mound
Depth of rock below pipe " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' 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 ofa septic system installation permit,
a�rees to do all work in strict accordance�vith ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
Signature of Applicant �Y� / L�_.; Date: -/�- Z�'D��
MPCA License No. ��
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Staff Review: Approval � Denial
Reviewer: -��� Date: q��g' ��
Reason for Denial:
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�;�,_. , ,� CITY of ORONO
�'', ; ,3 '�l4;; Mun;c�pal offices
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�� . .� ��:�G�j Street Address: Mailing Address:
�`.���' Og'�� 2750 Keiley Parkway P.O. Box 66
���H� Orono, MN 55356 Crystal Bay, MN 55323-0066
July 11, 2000
Charles Carddenuto
237� Devin Lane
Long Lal:e, Mn 55356
Dear Mr. & Mrs. Carddenuto:
An inspection of your septic system was conducted on July 10, 2000. A summary of the inspection is
below.
Septic Tank Condition
1. Pumpout needed within one year (last pumpout 5/10/95).
The septic system is non-compliant due to a lack of a three foot separation distance between the bottom
of the drainfield to the seasonally high watertable. The three foot requirement is a State Code, not a City
Code. A soil boring �vas conducted to determine the depth of the seasonally «atertable. The septic
system must be replaced by December 31, 2010.
Enclosed is a list of state licensed septic contractors ��ho �vork in Orono on a regular basis. Also
enclosed is a fact sheet explaining ho�v a septic system functions properly. Finally, an as-built drawing
is enclosed that shows the approYimate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
R ectfu ,
ris Pe c���!
On-Site Systems Manager
Enclosures
In the event this inspection report is used to satisfy�the requirements for a mortgage or other transfer of property,be
advised that this report does no guarantee or certify the esisting system��ill continue to function properly,but is
merely an opinion of the adequacy of the system under current conditions based on the a��ailable information.
This report must be kept on the premises«ith the system location and pumping records.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
i. �
SEPTIC SYSTEM APPROVAL
O _: ���4(�(}P� ORONO COPY �,�0
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, f,�,.. ,� CITY of URONO `���
�� �'_ ; �j�'ti Municipal Offices
,� � � ,. Street Address: Mailing Address:
� �'q$'ESKpg'=,-�� 2750 Keiley Parkway P.O. Box 66
��__--=� Orono, MN 55356 Crystal Bay, MN 55323�0066
OwnerCN�}RLES CA�¢d�e/I U�O Phone (Home) (Work)
Address 23?��-' /�e V i rJ �.�v��._ ____ City (,vr L.�k� State �✓1,� Zip 553 5�
Site Evaluatorp�ob o(I(�nah-{�State License #�_ Phone# Y79- /5 y7
Type of Establishment: Single Family � Multi Family
Commercial �o Garbage Disposal Yes�� No
No. Potential Bedrooms $ Est. Gallons Per Day 7 S�
Water Meter Required: Yes No� Soil Sizing Factor • '83 • 6 f 2
Perc Rates P-1� P-2 !0,q P-3 P-4 P-5 P-6 P-
Restricting Layer Depth B-1 25" B-2 2B` B-3 3c�" B-4 B-5 B-6
Type of Treatment System:
Standard x Experimental Alternative
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holdin� Tank W/Alarm
ext3.�'"!
Septic Tank Size Z-lor�o r IOGb # of Tanks Lift Tank Size 150�
Pump Brand — GPM 5 1 , Head 3 0. �/ �
Treatment System:
Minimum (!o f b ' i 39 z f39� Square Feet with_�inches of rock below pipe
Type of covering Fabric X Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS NIUST BE FENCED OFF prior to buildin� site excavation and
fencin� must remain in place until final site grading. Approval to pour footin�s will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR T12AFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED �C DENIED By the City of Orono subject to existing regulations and
thefollo�vin�conditions: ( x�sfin,4 Wel� rr2usf �- �b��d�� A�ior � Mocch
sfRu�-��o . —x� s '�ks a c� ✓ � �-�` n>
- t
By: -23-0 0
Chris Pence, On-Site Systems Manager
TI��!SYSTEM IS DESIGNED FOR
6EDROOMS. ANY INt�tEASE IN NUMBER
OF BEDROOMS INYAUO�AIES THIS OESIGN.
Telephone(612)249-4600 • Fax(612)249-4616
, ,
PERCOLATION TESTING
&
System Design
for
. Charles & P�osemary -Carodenuto
2375 Devin Ln
Long Lake Mn 55356
Property Location
same
Prepared by
Volkenant Inc
Bob Volkenant
1030 Co 83
Maple Plain, Mn. 55359
Page 5
June 11 1999
Re: Soil Boreings, Percolation Tests, System Design.
We were retained by Charles & Rosemay Carodenuto to provide criteria for the design and
instailation of an on-site sewage system for the property located at 2375 Devin Ln. In the City of
Orono
The existing system is not large enough to haldle the increased volume of sewage due in part to
the addition of bedrooms to the home. Therefore the existing drainfield will have to be
abandoned and a new system installed.
� After many borings in this property, it has been determined that there is only one site that can be
used to install a conventional system. This site is the original alternate site as proposed when
the house was built. Unfortunately the well was drilled in this location.
To comply with ciry ordinances, the only solution to this problem is to abandon the existing well
and drill a new one in a different location. This wiil allow the use of the original altenate site to
be used for the new septic system.
This design is based on a Five bedroom, type one, single family home with maximum flow of
750 galions per day.
A total of 3 soil borings and 2 perc tests were done. From these tests it was determined that a
high water table exists at a depth of 25 to 30 inches below the ground surface. The high water
table determines that only a mound type drainfield may be instailed, to meet with code.
The soils on this site are Lester Loam LrB, 2 to 6 % Slope as identified by the Hennepin County
soil map.
The system shall consist of the following:
-Possibie use of the two existing 1000 ga�lon septic tanks
-One new 1000 gallon septic tanks
--One new 1500 gallon pump chamber
-690 square feet of rock bed, mound type drainfield
-Upslope length of 89 feet
-Width of 39 feet
Materials needed for the mound construction include:
-Clean washed sand 140 cubic yards
-1 foot deep upslope
-1.6 feet deep-downslope
-Clean washed rock, 26 cubic yards
-Sandy Loam soil, 33 cubic yards
-Top soil, 110 cubic yards
The mound must be pressurized, therefore a pump must be installed that can pump 51 gallons
per minute with a total head of 30.4 feet. P,n alarm system must also be installed to warn of
pump failure.
The entire area that is to be used for the drainfield shall be protected from any traffic to prevent
any compaction prior to and during cor,struction. Failure to do so shail result in this design
becoming vGiD. At ihat ilrrie iii� Site rtla)i iiave i0 Ge i�3ie�i ac�di�i c�i d�l dliziilate Slt2 IOC2tEd
and testing done.
All neighboring wells are located greater than 100 feet from the proposed dri�nfield site.
Nothing other than gray water (�aundry, showers etc.) human waste 8�toilet tissue should be
disposed of into the septic system. Garbage disposals are not recommended due to the addition
of more solids of a fine nature that may pass through the system. Excess amounts of soap,
� cleaning agents & chlorine may kill the bacteria needed to treat septic effluent. Additives of any
kind must not be used. They may cause damage to the system.
It is recommended to pump and service the septic tanks every two to three years for maximum
� life of the system.
All requirements of this design must be followed in order for the system to perform to the design
capabilities and for this design to be valid.
This design is in compliance with local codes and Minnesota Pollution Control Chapter 7080 as
of the date listed above.
Respectfuliy
Bob Volkenant
MPCA License#56
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Charles Carodenuto
2375 Devin Ln
Long Lake MN.
55356
Hennpin County
PID #
A. �FLOW
Estimated Gallons per Uay: ?50
B. SEPTIC TANK LIQUID VOLUTIES
Septic Tank Volume: 3000 gall��ns
2000 gallon e�zisting 1000 gallai-� P�1�w
C. SOILS (Refer to Site Evaluation)
C1. Depth to Restricting Layer: :SO inches
C2 . Deptl: of Percolation Test : 12 in��hes
C3. Texture: Sandy Loam Per.colation �;ate: 13 mpi
C4 . Land Slope: 4� to 8�
D. ROCK LAYER DIMEI�iSIONS
D1. Multiply flow by 0. 83 to obtain required area of rock layer:
Flow (A) gpd x 0. 83 sq. ft/gal!day =
750 x 0 . 83 = 623 square feet+ 10`� = 590 square feet .
D2 . Selected F.ock Layer Width: 10 fPP'�
(max 10 ' if <120 mpi mat. � ' ;
D3. Length of Rock Layer = F.rPa % Width
690 ft divided by 10 Lt = 69Ft.
E. ROCK VOLUME
E1. Multiply rock area by ror_k de�;th to get cuk�ic feet of rock
D1 x 1 ft = 690 � 1 ft = 690 cubic ft
E2 . equals El d�vided by 27 cubic fee.*. per cubic yard
690 / 27 = 25. �5 cubic yards
E3. equals E2 multiply by 1 . 4 tons pe?- yard
35. 8 tons = 1 . 4 x 25. 55 cubi:� yards
F. ABSORPTION WIDTH
F1. Percolation Rate: �3 mr�i TPI_t�_ire: Loam
F2 . Selected Soil Loading Rate: .76
F3. Calculated Adsorption Tnlidth Ratio
Rock Layer Loading Rate Divided by Soil Loading Rate
1.20 gal/day/ft^2 divided .i6ga1/day/ft^�2
Adsorption Width Ratio = 1 . 56
F4 . Equals Adsorption Widtr: F.at_io �`�_ilrinliPd �y R.ock Layer Width
1 . 5 x 10 ft = 15 ft
Fage 1
G. MOUND DIMENSIONS FOR SLOPE GREATER THAT1 OR EQUA� TO 1$
Gl. Minimum Downslope BF�rm eq,_�.�is �;,�c}; La_yer Width minus Adsorpti
on Width
G1 = D2 - F4 == lOft = 20 - 10
G2 . Minimum Mound Size Calculation
G2a.� Depth of Clean Sand Fill kequirPd at Upslope Edqe of Rock Lay
er
3 foot Separation - (Cl ir�che� ! f 1� inches/foot) )
3 ft - 2 ft = 1 ft
G2b. Upslope Berm Height
= lft for Rock Bed + 1ft Cover + 1 ft of Sand
= 1 + 1 + 1 = 3
= 3 feet
G2c. Upslope Berm Ratio 4 : _L
Upslope Berm M�_iltiplier 3 . ':�
� n r- � _ �, �- _-„ rT, , +- ' �112.i" � Upslope Berm H
G . Up� opa �er:n r�i�t , - '�,;:��.-�;_'e _��_�,� � ��_:_. _�
eight
G2 d = G�c x G�r�
10.ft = 3 . 57 x 3ft
G2e. Elevatior: Drop Across Widtn o� Moun�.' = Rock Layer i^Iidth x Slo
pe
. 6ft = 10 x 6$ % 100
G2f. Downslope Berm He�ght = �ror� in Elevation + Upslope Berm Heig
ht
3. 6ft = . 6ft + 3ft
G2g. Downslope Berm Rati�? 4 : 1
Downslope Berm Mi�ltipl�er 5.26
G2h. Downslope Berm Width = Downslo��e Berm Multipliel x Downslope
Berm Height
G2h = G2q x G2f
19ft = 5.26 x 3 . 6ft
G2H is the largest of the two ��alues at i9ft
G2j . Total Width = Upslope Berm + Rock Layer Width + Dcwnslope Ber
m Width
39ft = 10�t + 10ft + 1�-ft.
G2k. Total Length = Upslr�e Bel_�:n +- R.o:-k La�_��r L�ength + Upslope Ber
m
89ft = lOtt + 69ft + lOf�
Length: 89ft 4Jidth: 39ft
H. CONSTRUCTION MATERIAL VOLUMETR_ICS
H1. 140 Cubic Yards of Sand
Page �
H2 . 26 Cubic Yards of Rock trorn �r,;? 1
H3. 33 Cubic Yards needed for Loamy Cap
H4 . 110 Cubic Yards needed for 6 incres ofi Black Dirt Cover
PRESSURE DISTRIBUTION SYSTEP�I
1. Selected Number of F�rforatAd L�aterals: 3
2 . Perforation Spa��ing Set at 3 fe�t
3. Lateral Lpngth is to be Centere�� 1 Foot from Each end of the R
ock Bed
69 feet - 2 fee� = 67 f�et
4 . Calculate Nurnber of STJc�iCE?S bptwc�.en PUrforations
Length �3} divi�7ed by Spaci n�� (;=' ) = i�iumber o� Spaces (4)
67 divided bv 3 = �� S���cP�
5. Actual Per=aratior�s is equal tc Ca�cl_ilated �: ; plus 1
23 Perforatior�s per Lateral = "."� + 1
6. Total Perforation� _ �erforaticnsi La�er:;l (P5) times # of Late
rals {P1)
69 = 23 x 3
7 . Flow Rate (gpm) = rlumber cf Fer�oraticns ti.:�es Flow per Perfo
ration
Flow per Perforation = . 74 gpm/perf
51 gpm = 69 x .74 gpm/perf
8 . If the Header Pipe is conr.PctPr�i to the end or the Pressure
Distribution Systern then the calcula�ed Lateral Diameter is
2 inches
9. If the Header Pipe is connected to the P�Iiddle of the Pressure
Distribution System then thP c�.l��_ilated Lateral Dian:eter is
1 . 5 inches
MINIMUM Selected Purnp Capacity: 51 gnr�
B. Head Requirements
1 . Elevation difference between purlp ana point of discharge
17 feet
Pagr 3
2 . If pumping to a prPssure di�tribut:ion system then ADD 5 FEET
If pumping to a gra��itv s�✓stern the��: ADD (� FEET
� feet
3. Friction i�oss
a. Frictior. Loss in per 100 �eer, of pipe
5. 6 ft per 1G0 ft cf pipe
�b. Total Pipe Length: 120 ft
Equivalent Pipe Length: 1`0 ft
c. Calculated Friction Loss
8 . 4 ft = 5. �, ft x 150 ft / 100
4 . Total Head = Chanqa in Elevation + Special Head Req. + Frictio
n Loss
30. 4 = 17 ft + 5 ft + 8 . 4 ft
A Pump must be Selected to Deliver �:t least
51 Gallons per Minute
30 . 4 Feet cf Total Head
1 . Tank Shape: UNKOVJN SH�!PE
2 . Bottom Area of Se�tic �'ank: 3'? ft
Gallons per Inch: 20
3. Gallons over Pump: 12
12 = 20 � ( 10 + 2`
4 . Calculate T�tal Pumpout jTolume
Calculate Dose
To maximize ��ump i�ie Dai1y F'low is will Divide by 4
750 / 4 = 188 gallons
Calculate Urainback:
Total pi��e Lenqth : l�-0 f�et
Liquid Vol�sme of Pipe: 17 . 43 g.�ll:�ns per 100 feet
Drainback ,gal) = L�r�,qth �rtl x Volume (gal/100ft)
26 gal = "1`�0 ft_ :: '_? . 4� :�al/100ft
Total Pura.pout == Dose T Dr-�inb:;,:_k
214 c�al = 1t�8 �al + 2F q,a]_
Faq��
Pumping Rate: 51 gpm
Calculated Timer ON Setting:
Total Minutes OP1 per Day = Dose Gallons divided by gpm
4 . 19 minutes = 214 gal / 51 gpm
Minutes on per pose = 16.76 for 4 total doses
Calculated Timer O�F Setting
� Minutes OFF Setting
1423 min. OFF per day = 1440 min/day - 17 min ON/day
Minutes OFF between doses: 355
LoRs of Soil Borin�s
Location or Pro j ect 2 3�� (��;��.J � r)
Borings made by g�;;� !I) ��<<rJ� ;1.� Date 5- /�-g9
Classification System: AASHO ; USDA-SCS ; Unified ; other
Asger used (check two) : Hand _�, or Power ; Flight , or Bucket ��; other
Depth, Boring number -� Depth, Boring number
feet Surface elevation feet Surface elevation
0 �� � 2 r�
p- g Lc,�i+-,
��l
1 — �— � � 5�a n,1y C l a� �,��,----- 1 —
� 3
/� -30 ��e,�� Lo�1u,
2 — /L /3 2 —
r!
3 _ 30 - �0 5� /� �'/Qy
s/z 3 —
La�n
4 — 4 —
5 — ._---- - 5 —
6 — 6 —
� —' 7 —
8 — 8 —
End of boring at � feet. End of boring at feet.
Standing water table: Standing water table:
R�esent at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not present in boring hole �_. Not present in boring hole
Mottled soil: �Q�� �/z Mottled soil:
�i
Observed at 30 �e.t of depth.7/L- Observed at feet of depth.
Not present in boring hole Not present in boring hole
Observations and comments: Observations and comments: �
Logs of Soil Borin�s
Location or Project � � 7,� i7o,� .-'� ,:: �../
Borings made by �Db �/o �,C/P�J�t��.�' Date -S- /3 -/�'�
Classification System: AASHO ; USDA-SCS ; Unified ; other
Asger used (check two) : Hand , or Power ; Flight , or Bucket ; other
Depth, Boring number Depth, Boring number
feet Surface elevation �� `' feet Surface elevation �
p - s� � ��S
� -� �D�t� � O-/b L d,�u,
3 ` 3�1
1 �— �J� S��jy CIC�r� �Or?„� - - - 1 _ /D _ z$ �,/��
/ /----- _ _ _. ;��':� C�a;, LGr��y � y
z — , �S-�o s�ti�y z — -
%D,'91-:� �ii��> -- ----
� .�� 5�
3 — 3 — �/i
s��y C/a y
4 — ya - �� .5�.� �- - 4 — _�•���,
,�.
s3- �o S�H,, �� /
5 — 5 — � La,� S Z
6 — 6 —
� '— 7 —
8 — 8 —
End of boring at S feet. End of boring at ____Z_ feet.
Standing water table: Standing water table:
.i
F�esent at � �� of depth, Present at feet of depth,
� hours after boring. � hours after boring.
Not present in boring hole Not present in borinR hole _�_.
Mottled soil: �/2 Mottled soil:
�i
Observed at � #� of dep.th. Observed at `�_ � of depth. �/�-
Not present in boring hole N o t p r e s e n t in bor in� ho le
Observations and co�ents: Observations and comments:
L-14
PERCOLATION TEST DATA SHEET
Test hole location � .37_S ��-� ��,J L�✓ Hole number P- �
� Date test hole was prepared s- � 3 - �,' , Depth of hole bottom, / Z inches.
Diameter of hole, (o inches. � l„ � �, ;,� � ,7 - ,/�
7'
Soil data from test hole: � • /, /
,l!/7 / ; �I ,•.J�/ �(N�'.G/G
Depth, inches Soil' texture
Method of scratchinr� sidewall _ /✓� � %
Depth of pea-sized gravel in bottom of hole, z inches.
Date and hour of initial water filling �;- �?- y q � ;,�sc,
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 y��iNa��i ���G,��:�
Percolation test readings made by /�,vy ���1���,�/.,��''� on
a:m:
,!-�"-/� - �`'f starting at f ;�;a m, . Maximum water depth above hole
(date)
during test, �1 inches.
Time Percolation
Time Interval, Measurement, Drop in water rate, Remarks
' Minutes inches level, inches minutes per
inch
: sv / r"'/�
/0 ' S /� `�'2 l �'z /D
/� s� �. ���i/�
.'2 0 /:� � 2 � `7. S
/D: z � �P��/
• 3 S /S 3 7� � � 7
o� �S � �.�,%/
�o : s� � �/ � -�, s�
Percolation rate = �. S minutes per inch.
L-14
PERCOLATION TEST DATA SHEET
Test hole location �. �'7� ��rJ��.✓ ��_.1 Hole number i' - z
� Date test hole was prepared ,��,—, � -� - j �� , Depth of hole bottom,� inches.
Diameter of hole, (� inches. 9 � '
< �-%,/� "v' _'jr
Soil data from test hole:
UPR� ��, ��- �.c.1��l �
Depth, inches I � Soil texture
Method of scratchinR sidewall f`fr � �
Depth of pea-sized gravel in bottom of hole, � inches.
Date and hour of initial water filling � _. i�-. �9 Z j��''�
Depth of initial water filling, J � inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
i
4 hours � K� o a�.>� T ��' ���,�� r�� 3,�.)
Percolation test readings made by f� -.= i`,-� �'� �i/,��,-� on
C'l- /� - �1'9 starting at % � =�m ,
Maximum water depth above hole
(date) •m•
during test, f� inches.
Time Percolation
Time Interval, Measurement, Drop in water rate, Remarks
' Minutes inches level, inches minutes per
inch
� 'S! ^—�/�
/D:d /S v� �s'
° � � ��,/,' /
D �l �,s 4' �%� ��y�. <' Z
;-
o z� � ��-��l/
/o I S y;' / �> - �
� 7 C.� ,;2 o'7j��
�OSZ �S � � �j �
Percolation rate = //) .�' minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN —Z���c� 3���
INSPECTION �TICE SCHEDULED `�''l-C''-�°�' 3-��
PERMIT NO. ���lS3 COMPLETED 'Z�—�� � �7 0
ADDRESS ��75 ��L V 1►� ���u
OWNER ��1%����en� CONTR. `(r'ialkevta�
TELEPHONE NO.
I�
� DESCRIPTION ��'�kS
tL 01 FOOTWG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO—FINAL 15 SEPTIC INSTALL. j 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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� BEFORECOVERING PERMANENT
C] CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL REfURN
! CITATION tSSUED
❑STOP ORDER POSTED.CALL INSPECTOR
C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46�0
OwnerlCon a r o s' e:
�
Inspector. '�4 ��
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED W ����OO �iJ�
INSPECTION �Q TICE SCHEDULED `�— Z5-Ot� S ',30
PERMIT NO. YO Z��_ COMPLETED � '�� �� �2iszil—
ADDRESS 23�.� �UPViIJ �C+l'�C
OWNER ��4 K�,��l1i+� CONTR. V��l�(Q✓1/�t N�_
TELEPHONE NO.
� DESCRIPTION lOCl2 ��J�:�
Ly� 01 FOOTING 11 fv1ECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL EPTIC INSTA . 22 FOLLOW-UP
4Qi 09 PLUMBING RI 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
� 1 �'x b� ' R� Q,
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� Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
[] CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
['STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
Ci INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-460�
Owner/Contra t o,�s t .
Inspector. � �
White Copyllnspector's File Canary CopylSite Notice
C�,��s
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TI E SCHEDULED �G�'�I-�
PERMIT NO. � / � COMPLETED /n�y-c� Z�'�
ADDRESS ��s �UC��)�CP�
OWNER C�IZ/�Lc�Pl�vl�O CONTR. 1I0I�1a�-f`
TELEPHONE NO. ��� � 7��
� DESCRIPTION f 'Nw � S��<��--
�
LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 NSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI � 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� COMMENTS:
�
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GW Cl WORK SATISFACTORY:PROCEED �GROJECT COMPLETE
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W
O C] CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
(' CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
C STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C,' INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-460�
OwnerlCont c ,on s e:
Inspector. '� '�
White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �C�, ���-�'� 31'-�
INSPECTION N,OTICE SCHEDULED "Z� � �C� v �',3 u
PERMIT NO. N�Z��� COMPLETED
ADDRESS �3?s �C�'� �--C�n i=-
OWNER C�4 r G�P rl,.l� CONTR. �4 ��'1c�r1 t
TELEPHONE NO.
� DESCRIPTION ��'�_�I ���
lL 01 FOOTING 11 ECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 5 EPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Q OWNEflICONTRACTOR TO MEET YOU:_YES_NO
Z
� COMMENTS:
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O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
�i CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
' CITATION ISSUED
C] STOP ORDER POSTED.CALL INSPECTOR
C� INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for next ins ction 24 hours in advance. 249-460�
OwnerlContr ctor n site
Inspector. ��
White Copyllnspector's File Canary CopylSite Notice