HomeMy WebLinkAbout1999-011799 - septic _ � PERMIT
' CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: ` {' `�'``�=``
Crystal Bay, Minnesota 55323 �_�i_ ��':-��:�
(612)473-7357 Date Issued: _ _ _
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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� APPLICANT-PERMITEE SI URE ISSUED BY:SIGNATURE , '� ,
• I
CI'I'y OF .ORONO SEPTIC SYS'I'E1�S PERiI��IIT APPLICATION
Box 66 (2750 Kelley Parkway) � ,. ( I��c j
Crystal Bay, I1�I�I 5�323 ,� �
JOB SIT'E ADDRESS: Z�Z7 O �cQ �v S �-�- � .
Occupanc�• Type: � Residential t� Commercial Other �
Permit T�'pe: Netiv or Replacement S3•stem, �100.00 ✓ '
Repair Existina System, � 50.00 �
(Tanks or Drainfield)
0.50 State surcharge added to above fees �
*See fee schedule for non-residential permit fees
Oivner's ir'ame: L��-,�e S �'`�-�-� -
PhoneNumber: �7(�t- 3 (a `r y
IVlailing Address: ��� w� L�•u-t s F- City: 1,���cy z� � �P� s— `'—�
Contractor's I�'ame: E-s 4 S� 5 Phonel�'umber: �?`-/7� Z
s
� City;rY'�-r�c f�� Z�p: s �6
I1�Iailing Address: ? � 3 � s �- S � -
pp NOT I�IAIL �'A'S.'I�'IENT �4�T.T'H THIS APPLICATIO�T
GE\�RAL 1�TSTRUCTIO\TS
�, Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; ho«rever, pe�rnits will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must no[be�in unless the permit card is on the job
site. ,
2 permits will be issued only to contractors holdin� a City oi Orono Septic System
Installers License.
3, All work must be done in accordance with the approv ed bPtthe yCim of O onojSeQt c
repores are not considered approved unless accompan.i y tY
System Approval" cover sheet si�ned by the City Inspector.
4, The follow'in� inspec[ions will be required for all septic systems: :
� p,. Pre-installation site inspection to include inspector, installer, and general contrac[or.
B. Tank installation prior to cover'LnJ. Q ection is required
C. Drainfieid trench installation prior to coverin�. For mounds, insp
after rouQh-up but prior to sand placemenc (sand will be jar tested for silt content),
and a�ain durin� pressure distribution pipin� installation in � rock b P• S��ion
D. F i n.a l i n s p e c t i o n t o v e ri f y p r o per fmal cover de pchs and to veri that all �p
(where required) components are functional and comply with codes.
5, Iridividual holdin�MPCA Tnstalier Certificate shall be presen[durinJ inspections: A 2`�"
hour notice is required for all inspections.
NOTE: �Applican[ rriust initial all spaces. Fill in aIl appropriate blanks, check all appropriate
boxes. .
'�/ 1. I have received a copy of the system desi�n includinQ
Septic System Approval Cover Sheet. � �e Clty of Orono
. r./ � .2. I �viIl be�installin� the followin?: � �
A. Tanks: -✓�recast Concrete Other �,,,., ,�„�
Tank Ca acities: 1 j Manufacturer.��
P ) d�o �al. 2) �,� jal. 3) '� 3�o QaI.`
a ,
B• Pump Station (if required)
Pump make & model w�v3�� ��3 � � • (attach pump curve &
literature); system desi�n requires —3� opm at / �/ feet of head.
, Hi�h water alarm make & model _��� l��-,.,,` Outside
• electrical work to be completed by uistaller ✓ eleccrician
ocher . Inside electrical work must be compleced by
eleccrician.
� C. Treatment System:
� Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions�� 'x�?� '
Drop Boxes Sand bed dimensions �_'x 7v ' -
Distribution Box Pressure Dist. Pipe Diam. � '� "
Maniford Pipe Diam. Z.` "
D. Final Cover/Topsoil to be: borroived from site
(show location on site plan)- �
�trucked in
The undersi?ned hereby applies to the City of Orono for issuance of a septic system installation
pecmit, agrees to do aIl work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies [hat all statemencs made on this application
are complete, true and correct:
�.�
Si�natureofApplicant: Date:_ �' — L� '� s
MPCA Certification No.:_��C) - �
Staff Reriesv: Ap�oval � ` / Denial . �
�r,
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;
Reviesver: ( i;-��,,,, r �";� ���i � � • . .
- Date: � - - ,,�� - ��
�
Reason for Denial:
� SEPTIC SYSTEM APPROti'AL
� �� � �
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=;�{��.f�..� � �, CITY of OR011T0
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�� � ! `�' `�° G Street Address: Mailing Address:
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�EsHp 2150 Keiley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner �eoRG F �-�����e� e Phone (Home) (Work) �(7b—36%y
�
Address����- Oc-� �"v��5��'�� ��'= ���_City State Zip
Site Evaluator D/t E��-�����n State License# (9Y�f Phone# L'� 7 - 3v�$
Type of Establishment: �ingle Family�_ Multi Family
Commercial Garbage Disposal Yes No
No. Potential Bedrooms �( Est. Gallons Per Day �O�i
Water Meter Required: Yes_ No� Soil Sizing Factor - �3
Perc Rates P-1 � P-2 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 ?o" B-2 (4" B-3 28" B-4 2G° B-� B-6
Type of Treatment System:
Standard_� Experimental Altemative
Pressurized Mound System � At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size /i�O v # of Tanks 2- Lift Tank Size 125D
Pump Brand GPM �� Head (�-{
Treatment System:
Minimum �, 0 v Square Feet with � inches of rock below pipe
Type of covering Fabric C_ Other
THIS IS NOT A PERNIIT. This is a design approval form which must accompany the site plan.
A pernut must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must ha�-e prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footinjs will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY HIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED_� DE1vIED By the City of Orono subjec�to e�isting regulations and
the followulg conditrons:
�
�
By: ��w ��i
Chns Pence, On-Site Systems Manager
Telephone(612)249-4600 • Fax(612)249-4616
SOIL BORINGS �tiD DESIGN
FOR:� REPL:�CEVIE�T
ON-SITE SEPTIC SYSTE�I :��1D �LTER�iATE SITE
FOR
George Stickney
200 West Lake Street
Wavzata, NI�i T, ��391
=�76-3694
SITE
Lot 2, Block 1
EYistin�Home Site
Auditor's Subdivision No. ??9
Orono, �1N
BY:
DH Escavating
�TPCA License#644
210 2°`' Street N`E
NYA, vl�i, 55397
467-3098
This lot has a primary and secondary site that will treat the wastewater generated in
a single-family dwelling. A mound type system will need to be installed to replace
the esisting system because of the high seasonal water table. �dditional borings will
be completed after the frost is out.
This report was written on 1�Iarch 14, 1999.
GENERAL
The contents of this report are to be applied to the listed property only and are cop_v
righted. Reprints are available from DH Excavating.
The soil conditions have been established at the test hole locations only. There mav be
variarions in soil strati�aphy between and around the borings, therefore the extrapolarion
and interpolation of the results are not warranted. If you should have any questions or
need further information, you may contact the staff at the Steve Weckman at the Citv of
Orono, or DH Excavating at your convenience.
'Sincerely
W
ca rrig
Log of Soil Borings taken on vlarch 5, 1999 to evaluate the soils located on the
Thompson property on Old Crystal Bay Road, designated Lot 2, to determine the
depth to the seasonally high water table. Because of the high seasonally water table
the esisting system is failing and will require a replacement mound type system.
All borina measurements are in inches unless otherwise noted. The soils are located on
the cro��n and shoulder slope of a knoll. The parent material is glacial till with loamy
colluvium in the Hamel soils. The soils are typed as being Hamel Loam and Lester Clav
Loam bv the USDA soils survey. The primary site is in Hamel soils wzth some runoff
covering the site. There �vas no bedrock or water present in the borings.
Borina ,=1 see site survev for elevation of boring mottled soils at 20"
0 - 9 10YR3;? topsoil loam blocky friable
9 - 2� lOYR�i=� clay loam blocky friable
?5 - 60 10YR6i� clay loam bloc�-�� friable
Borinv T? see site survey for elevation of boring mottled soils at 19"
p - 7 10YR3�? topsoilloam blocky fnable
7 - 23 lOYR�/� clay loam blocky friable
?3 - 60 10YR6i3 clay blocky friable
Boring T3 see site survey for elevation of boring mottled soils at 28"
0 - 16 10YR3/1 topsoil loam (some from runof� friable
sub angular blocky
6 - 2� 10YR4/4 loam blocky friable
25 - 60 10YR6/3 clay loam blocky friable
Borinv .�� see site survey for elevation of boring mottled soils at 26"
0 - 17 10YR3/1 topsoil loam (some from runof� friable
17 _ 28 lOYR=�/� loam blocky friable
28 - 60 10YR6/3 clay loam blocky friable
Desian requirements
600 aallons per day X .83 loading rate = 600 square feet of rock bed
v 600 / .83 (width of rock bed) = 50 lineal feet of rock bed
'�Iaterial requirements
?-1000 gallon septic tanks (use eYistinQ tanks if sealed)
1-1250 �allon lift station with an audible/visual alarm in the home
� 32 tons of washed binder rock
194 tons of�vashed concrete sand
132 tons of black loam (3� of which needs to be sandy)
�iOTE: the site must remain roped off during the construction of the home in order
to protect it from soil compaction caused by vehicles driving over the sites. All
installation must meet Local Unit of Government codes or VIN Statute 7080;
whichever is greater in its restrictions. Actual ageregates needed in the construction
may vary by 10%.
vlound Desian Worksheet
�
A. Flow I
Estimated at 600 gallons per day (�pd) for a four bedroom dwellina. i
— ,
I
' B. Septic Tank Liquid Volumes
', � of septic tanks = ? capacity= 1000 aallon tanks
Lift station capacity = 1000 Qallons
�
i
' C. Soils (refer to soils loQ and percolation data sheets that follow) �i
1. Depth to restrictinQ layer= 26" i
2. Depth of percolation tests = 12" '
3. TeYture of soils are loam/clav loam, use a percolation rate of=�� mpi. �
=� Land slope = 6°% maximum on the South east corner. overall 4°'0 '
,
D. Rock Laver Dimensions �
' l. Multiply flow rate by .83 to obtain required area of rock layer: A x .8� = I
',
' 600 x .83 = 500 square feet ',
;
?. Rock bed width �vill be 10 feet i
, 3. Len�h of rock layer is the square feet area i width = '
;
500 / 10 = �0 lineal feet
I i
! E. Rock Volume i
� 1. Multiply the rock area by the rock depth to determine the cubic feet of rock: �
I 500 Y 1 = 500 cubic feet i
I, 2. Divide the cubic feet by 27 cu. Feet to determine the cubic yards: �
� 500 / 27 = 18.22 cubic yards �
� 3. Multiply the cubic yards by 1.4 to determine the weiaht of rock in tons: i
' 18.22 Y 1.4 = 26 tons of clean washed aaQreaate rock. ;
i soxrrto�n�ni srzr:e-+a�
I PERC SOQ. ' GPD I R'.-0 OF
� F. Absorption Width a.�rF �.��-n,-xE j rEx �:,x�no.��r�
'� IN��I . � SQ FT I T�_�tER R�-__
> 01 Course Sand I I.:O I :.�:
' 1. Percolation rate in the top 12" of soil is 45 mpi. °``°` ' ""° '-° ' '"
I U.1 ro S I Fine Sand '� .U60 I _�=6
'� Te:cture is clay loam. (Actual perc rate of 17.5 mpi) h�°�5 ; s�,��� ' 0-9 ; __
16 to 30 Loam � A.60 I =
� 31 to 13 Sdt Loam .0.30 � =-7
I16 ro 60 ' Clav Lwm '� O.SS � =i- -
� 2. Select allowable soil loading rate from Table. �o � ��� ; °=j I `�
� 0.45 gallons per day per square foot of rock area. <��� ��,� �-� � ���
� 3. Calculate the absorption width ratio by dividing the rock layer loading rate oi 1_2
� gpolft2 by allowable soil loading rate: I
1.2 / 0.45 =2.67
4. Multiply the absorption width ratio by the rock layer width to determine the
required absorption width;
, 2.67 x 10 = 27 feet �
G. Downslope Berm Width
l. If the landslope is 1°'0 or more,
subtract the rock layer width from the absorption
width to obtain minimum do�vnslope berm toe:
27 - 10 = 17 feQt minimum downslope.
2. Calculate the minimum mound size:
a. Determine the depth of clean till at
the upslope edge of the rock layer:
(required seperation) 3' - 2' = 1 feet
b. Add the depth of clean sand for 2a, the depth of the rock laver,
and 1' for the topsoil cover needed to determine the mound height
at the upslope edge of the rock layer;
1 - 1 =1 = 3
c. Szlect the table multiplier for the upslope
berm based on land slope against�:1 berm slope.
3.?3
d. ivlultiply the berm multiplier by the upslope
mound height to determine the upslope width;
3 � 3.23 = 10feet
e. �lultiply the rock layer width by the landslope
to determine the elevation drop;
(10Y6)/ 100 = .6feet
f. Add the depth 2e to 2b to detertnine the
mound height at the downslope edge of the rock layer;
.6 = 3 = 3.6Feet
g. Select the ta.ble multiplier for the downslope berm based on
the land slope against 4:1 berm slope.
�.?6
h. Multiply the berm multiplier for the downslope mound height
to determine the downslope width; Land Downslope Upslope
3.6 Y �.26 = 19 feet slope berm multipliers berm muitipliers
i. Compare the values in G.1 'n°�° for given ratios for�iven ratios �
(17 feet) and step G.?h (20 feet).
Select the �eater of the two values 4:1 ':1 4:1 �:i �
as the downslope berm width; 19 feet. o �.00 s.00 �t.00 �.00
j. Total mound width is the sum 1 4.1� �.;6 ;.gs =�.�6
of G.2d, D.2 and G.2i;
10 � 10 + 19 =39 feet. '- ���5 5.56 3.�0 =�.5=� i
k. Total mound length is the sum � 4.54 s.sg 3.s� �.3s
of G.?d, D.3, and G.2d ; 4 a.75 625 �.4s �.��
10 = �0 + 10 = 70 feet 5 s.00 6.67 �.�3 a.00
Final Dimensions of the 1�Iound 6 5.26 �.�4 323 �.ss
7 5.56 7.69 3.12 3.70
39 feet bv 70 feet 8 S.s$ 8.33 3.03 �.s�
9 6.25 9.09 2.94 3.�5
10 6.67 10.00 2.86 3.33
11 7.14 11.11 2.78 3.'=3
Pump Selection Procedure
A. Determine pump capacity:
Gravity Distribution
1. Minimum use is 600 aallons per hour(10 gpm) to stay
ahead of water use rate.
?. Maximum suggested for delivery to a drop box of a home
system is ?,700 gallon per hour (45 gpm) to prevent build-up
of pressure in the drop bo�c.
Pressure Distribution
3.
a. The number of perforated laterals is 3.
b. The perforation spacing will be 3 feet on center.
c. Subtract 2 ft. from the rock layer len�h;
�0 - 2 = =�8feet
d. Determine the number of spaces between perforations;
by dividing 3.c by 3.b;
48 / 3 = 16 spaces
e. 16 spaces + 1 = 17 �erforations per lateral
£ Vlultiply the 3.a and 3.e to determine
the total number of perforations;
3 � 17 = 5� total perforations
g. Multiply 3.f and 0.74 to determine the gpm;
�4 x 0.74 = 39 aallons per minute
SELECTED PUyIP MI�1II�II;NI CAPACITY = 39 GP1�T
B. Determine the head pressure requirements.
1. Elevation difference between the pump
and the point of discharge is 8 feet.
2. Add 5 feet of head for pressure required at the
manifold if this is a pressure distribution system.
3. Friction loss;
a. Enter the friction loss multiplier from
the table wit gpm & pipe diameter.
1.55
b. Determine the pipe length from the
pump to the discharge point. Add 25°�0
to the pipe length for fitting loss.
50 x 1.2� = 63 feet
c. Calculate the total friction loss by muitiplying
B.3a by B.3b and dividing by 100 and rounding up;
(1.55 Y 63)/ 100 = 1 feet
4. Calculate the total head required by totaling B.l, B.2, and B.3c;
� 8 + 5 + 1 = 14feetofhead
TOT�L REQUIRED NI�VI HEAD IS 14 FEET.
The pump installed must be able to deliver at least 39 gallons per minute with at
least 14 feet of head.
� .
� DATE TIME
l�
CIT F ORONO CALLED IN
INSPECTION NOTICE . scHE�u�E� �l"�-q`� �U;�"=�
PERMIT NO. �� 7��� COMPLETED
ADDRESS �St.� D�� �`C�S f�i :� �%' � /Q!-�
OWNER CONTR. ��{��c.-�
TELEPHONE NO.
� DESCRIPTION
lL 01 FOOTING 11 MECHANICAL 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC � 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 S FfNAC�� 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
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� COMMENTS:
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O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECOND�TIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTEO.CALL INSPECTOR �;' CITATION ISSUED
❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCE .
Call for the next ins � r�24 ou s in adva ce.473-7357
OwnerlContractor on site:
Inspector.
White Copy/lnspector's File Canary CopylSite Notice
n ,�,
1 L�j,� ID'ATE/- TIME
JL CITY OF ORONO CALLED IN ��1-�-� ��
INSPECTION NOTICE SCHEDULED :S/����
PERMIT N0. I I��c� COMPLETED
"�
ADDRESS `� � .��- <�
OWNER CO �TR.
TELEPHONE NO. (� (� -� ��� -3 �
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FI�LING
� 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 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 F.P�4�A4Alpll.� 21 COMPLAINT
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FO�LOW-UP
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= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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� ❑ CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
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O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WiLL RETURN
O STOP ORDER POSTED.CALL INSPECTOR �. CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call fo e next in tion 24 hours in advance.473-7357
OwnerlCon ac on site
Inspector.
White Copylinspector's File Canary CopylSite Notice