HomeMy WebLinkAbout2004-P07755 - Septic PERMIT
C I TY O F O RO N O Permit Nu ber:
2750 Y.elley�Parkway - PO Box 66 Po��ss
Crystal Bay, Minnesota 55323 Permit Typ : septi�
(952) 249-4600 Date Issue : ��2��2ooa
SITE ADDRESS: 4440 Bayside Rd
Maple Plain,MN 55359 �
P I D: 31-118-23-34-0012
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Pernut Type: Septic � I Pernut Sub-type(s): New Septic System
DE�AILS:
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: Swedlund Septic OWNE : David&Nicole Montecalvo
930 Deer Creek Parkway 4440 Bayside Rd
Belle Plaine,MN 56011 Maple Plain,MN 55359
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE RE L IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH AL�CI OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
�.�.� �u " -� �� ��� ,� -- �a
APPLICANT PERMITEE SIGNA E �� ISSUED BY SIGNATURE
Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessine. -Finance Page 1
s ,
CTTY OF ORONO SE C SYSTENI PERi'�IIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS �� � 5/�� �
Occupancy Type: Residential � C mmercial Other
Permit Type: New or Replacement Syst m $100.00 /�C�, �D
Repair Existing System $ 50.00
(Tanks or Drainfi d)
$0.50 State surcharge ad ed to above fees
* See fee schedule for non residential permit fees
Owner's Name: ��f}'U i�D I"7�D/lI7�C�"L1/� Phone Number:
Mailing Address: City: Zip:
Contractor'sName: " t S ��- PhoneNumber: ��'��-��3—�7{/
Mailing Address: �' r' ��_ `��_ �) City:,��'ZL� Zip: ����
�L.A�I��'
*** DO NOT NIAIL PAYMENT"'ITH HIS APPLICATION***
GENERAL INSTRU TIONS
l. Applications for septic system permits may be ailed 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 unles the permit card is on the job site.
2. Permits will be issued only to contractors holdin a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License
3. All work must be done in accordance with the app oved septic system desijn. Desijn reports
are not considered approved unless accompani d by the "Ciry of Orono Septic System
Approval" cover sheet signed by the City Inspect r.
4. The following inspections will be required for al septic systems:
A. Pre-installation site inspection to include ins ector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverin . For mounds, inspection is required after
rough up but prior to sand placement(sand ill be jar tested for silt content), and again
during pressure distribution piping installatio in the rock bed.
D. Final inspection to verify proper final cover epths and to verify that all pump stations
(where required) components are functional d comply with codes. "
5. Individual holding tiLPCA Installers License shall e present durin�all inspections. A 24-hour
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) ga1
B. Pump Station(if required)
Pump make& model (��(,(,�� (attach pump cur�-e&
literature); system design requires ��' a gpm at=�'�feet o�head_
High water alarm make&model �,�vc�, r�L r���'1 . Outside
electrical work to be completed by installer � electrician other_
C. Treatment System:
Trenches: s.f. � 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 of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all st tements made on this application are complete,true and correct
_ ,�
Signature of Applicant �-�� ����� ��. Date: ��� 7 �%�
MPCA License No. ���1�
---------------------------------------------------------------------------------------------------------------------
Staff Revie�v: Approval Denial
Reviewer: ����.�L �- �_� Date: � ` c��`'��L `1
Reason for Denial:
' � SEPTIC SYSTEM PPROVAL
o ��
'Q�' �' ��'M�
0 �
CI Y of OR�NO
�r�`,, �!� Municipal Offices
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Street Address: Mailing Address:
�`q�'f'EggO�'� 2750 Kelley Park y P.O. Box 66
Orono, MN 5535 Crystai Bay, MN 55323-0066
`�;��'C"���� ��!'�''�°'t'�
Owner Quentin Minkin Phone (Home) (�1Vor ) �f� ���T����c���•�.��
Address 4440 Bayside Rd City Orono State MN Zip �a�;�q�
Site Evaluator Swedlund State License # 398 Phon # 952-6�7-1..Q;4.f�+�'?�t�A:��,�1'.�S(,�
Type of Establishment: Single Family X � M lti Family � '�'�tr✓������������t�+►
?�:,6ta x�3�34TI'rt'c3'r1Y'C1�i'4�1,
Commercial Est. Gallo s Per Day 600 ,;,��R;�,_�;,�;���,<,�;,���
No. Potential Bedrooms 4 Slope: 8% I � �'j�����1"'
De th of Sand: U slo e: 16 inches Downslo e: 2 inches . Soil Sizin Factor 0.$;�4"`�`i`�""�"��
P P P P g �.t����,�+►s�t
Perc Rates P-1 20 P-2 26 P-3 18 P- 1 P-6 6.3 P-� �: ��- �:� � •.r�����`�j��
Restricting Layer Depth B-1 22" B-2 26" B-3 �0" B-� _ B-� _ B-6
Type of Treatment System:
Standard X Alternative Other P$rfoi nance
Pressurized Mound System X At Grade System
Gravity Trenches System Pr ssurized Trench System
Gravity Trenches W/ Lift Presstirize Bed System
Holding Tank W/ Alarm
Septic Tank Size 1000 # of Tanl<s 2 Lift Tanic Size 1000
Pump Brand GPM 28.5 He d ?7
Treatment System:
Minimum Square Feet with 9 inches of ro 1< below pipe
Bed (10*50) Mound Treatment Area 44* 2 44*85
THIS IS NOT A PERMIT. This is a design approval f rm�vhich must accompany the site plan. A
permit must be issued to a licensed septic contractor pri r to installation.
NOTICE TO INSTALLERS: Any changes to the appi ved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours n advance.
ALL DRAINFIELD AREAS MUST BE FENCED FF prior to building site excavation and
fencing must reinain in place until final site grading. A roval to pour footings will not be granted
until the Inspections Department has verified the primaiv and alternate sites are protected.
NO VEHICULAR TRAFFIC OF A�'Y KIND is allo ed within 20' of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Or no subject to existing regulations and the
following conditions:
1) 1.5' soil on top of mound, 1' soil on sides of mound.
2) I�Tew alarm must be placed inside house.
3 Kee all water softner and iron filter discharae out o se tic svstem.
4) Old septic tanlcs can be used if they meet code.
5) Fix weep hole so it does not sprav at top of pipe.
By: �����. .I���,�.,_... 5 ��--�, �
Matt Bolterman, On-Site Systems Manager j Date
Telephone(952)249-4600 • Fa (952)249-4616
www.ci.orono.mn us
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APPROVFA A8 SUBy1tTTEp +C�1'�/�
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'1'heee�q�p�t8t your information. A!!work shul I
41 fuH crompibu�ce Mith alt applicahle septic Rnd xoning c�,
Requkemetrta iAeluding itemc not epecifically notcd in this rc�" j�eSi�il
KEEP?HIS ALAN SET ON�tT�AT ALi.TIMGS
❑ Installation Estimate
Prepared For:
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Site Address:
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� S�a�E �e1'tl�I�t�
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� Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
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SEPTIC SYSTEM ESIGN
Date � � ��'' � `t
1 �1 /
Owner/Builder �'���.�''�f ��' � ` �r�% j\ r ��a
Address ��'�h � �a S,-c� �c�.'-}� `�� �
Site Address � h1�—
Home Phone��� ��c�>.�c:=%�5�� Work Phone �" '�` i'����G- Pager/Cell
The following information has been compiled for a single famr y home:
�
Bedrooms 1--�_ GPD �vE"��-�' Garbage Disposa! Lift Pump in Basement �- �-'
Septic Tank Capacity ������ Pump Tank Capacity ��� �
System Type: Mound � Trench
Distribution: Gravity Pressure Land Slope �
s .� �
Depth to Restricted Layer � : Soil Sizing Factor � c�'^ � Perc Rate �� J''� �`� '
Trench System: Drainfield Size/Sq. Ft. Line Ft.
SB2 Number of Laterals Rock (Tons)
Rock Width Max rench Depth Width
�
� ` ��7/ '
Mound System: Rock Bed ��'��� Sand La r � �.s' �
Upslope �� Downslo e �Z� '�Z Sideslope ��
.
Sand Depth � Topsoil o Site � �J Trucked in C��
Sand (Tons) Rock (To s) ��� Topsoil (Tons)
Pump Manufacturer: - �-� f C��
Requirements: GPM � `D � Head � �
�� � � ii
Force Main Length �S �' Diameter
�'
Number of Laterals � Length `��
Swedlund Septic Service • 7775 Tacoma Avenue • Mayer, MN �5360 • (952) 657-1034
State Certified Li . #398
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n�1t��.Jrd� I�ESIGN �VOl �S E�T 5
(For F�ows up to 120�gp )
A. FLOW Fstimatcd Sewage Flows in Galloas per day
l d)
Estimated �C' gpd Numbcr r�� T�a r�m -r��
or measured x 1.5 = gpd. ,a��
2 3C0 2?5 lE0 �,
B. SEPTIC TANK LIQUID VQLUMES 4 � 3300 ;� of�
s �so aso i�a "',°�
����U gallons e 90o szs 3sz `"
� � ioso 600 3�o T mi.
8 I200 675 I 308 j �
C. SOILS (refer to site evaluation) �°'�
�,
.ZG ' s< <�<T���� oa�a��� y����
l. Depth to restricting layer = __ inches / � feet �qw,�,��;,Y
« Numher�i! MinimumLyuid I�yuid�aarywiN wichdisposa!&
?_. Depth of percolation tests = _ inch s Bmnx,� �,��;�Y s,�,s��,=,,,�„ �;h;�;,�
�.�� 2 irc Icts 750 ll25 1500
3. Texture � Percolation rate � � mpi ��„< ,� ,5� Z�
Q 5 ar E 1500 2250 3000
4. Land slope � /o �.R"�y z� 3� ,�«,
D_ ROCK LAYER DIMEI�SIONS
1. Multiply flow rate by 0_83 to c�btain required rea of rock layer: A x 0.83 =
�E%�-� gpd x 0.83 sq. ft./gpd = ��'sq. ft.
2. Select width of rock layer (max 10' if<120 m�� max 5') = �� ft.
1
3. Length of rock layer = area -width = ,, � Q a<.o� �a.4o eo �,�Qo
'=o -� � eb, �._�
�G��"} sq. ft. - i� tt. = S V ft. � a aD,�pPop o�oa a
Q¢v 7p�Qa,�o oe.eo�o�
��v��o'?oaa n� �. :
9b� ,
-d� f� ft av�.Q �0000000o D ooa
< 20m i <10' Length ��� ftP
P
E. ROCK VOLUME > 20mpi <5'
I 1. Multiply rock area by rock depth to get cubic feet of rock; �'sq. ft. x f
ft. =5��' cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubi yards;
S�`} cu. ft. =27 - �`� cu yd.
3. Multiply cubic yards by �.4 to get weight of r ck in tons;�cu. yd. x 1.4
ton/cu. yd. �_� tons
F. ABSOIZPTION WIDTH Absorption Width Sizing Table
1. Percalation rate in top 12 inches of soil is�� �71 Pcccolarioo Raee in Gallons Etauo ofAbsorpuoa
���.�^ Miautes pa Inch Soil Teznue per day per width ro Rock
T�xture -� (MP[) squace foot Laycr wdth
Faster than 0.1 Coazx Sand 110 1.00
0.1 to 5 Sand 1.20 1.00
2. Select allowable soil loading rate from table; o.<<0 5 Fnc Sand o.6o z o0
6 to 15 Saady Laam 0.79 1.52
, �o gpd/ft2 � � o ,��, a
31 to 45 Siit Loam 0.50 �,yp
46 to 60 Clay Loam OAS 2.67
60 ro 120 Gay 0.24 S.pp
3. Calculate adsorption width ratio by dividing roc layer s�a��,�,�zo c�ay o.zo 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loa ' g rate;
1.20 gpd/ftz= ; �v0 gpd/ft2 = .G�
4. Multiply adsorption width ratio by rock layer wi th to get
required adsorption width;
�_X� ft = � ft
�I
DOWNSLOPE DIK�=, WIDTH
i. If landslope is 3%'� or more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�� ft- /� ft = �U feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth af dean sand fill at upslope edge of rock
layer: Separation �� feet
b. Multiply rock layer width by landslope � roo� co�.�
to deternune drop in elevation;
I root ao .a
Slope Difference Seoeru�en ��_ r..�
�
_�x_�% -� 100 = � � feet s�oo• o�rr�r�nes� �� �t
UDslop WICtn
c. Add depth of clean sand for sepazarion (2a) ��a°� Raek ea wiain
at upslope edge, depth oE rock layer (1 foot) to depth of �r��� oow�������
cov�er (1 foot) to find the mound height at the upslope edge r " '
of rock layer;
�ft+ lft + lft=� fe�t
d. Enter table with landslop� and upslope dike ratio.
Select dike multiplier of ��•� �
e. Mulriply dike multiplier by upslope mound height
to find upslope dike width:�� x :c.3 =� feet
f. Add depth of clean sand for slope difference (2b) at
downsiope edge, to the mound height at the upslope edge
of rock layer (2 ) to find the downslope height;
�� ft + �� ft =�feet
g. Enter table with landslope and downslope dike ratio.
Select dilke multiplier of � f��'
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: �x�S.�r'�= 'L��i%eet
i. Compare the values of step G.1 and Step G2h Select the ,
greater of the two values as the downslope dike width; �
�3 ' feet
� �� -U0610 1 MIC(� '�
j. Total mound width is the sum of � -�- �o•�
upslope dike (G.2e) width plus rock � �,���,,,a��
layer width (D.2) plus ` �05�w�a�n ""` �,��w,,,�
downslope dike width(G.2i)� � � � ���� re��
�ft +� ft +Z3�Lft = �Zfeet •- i , �
k. Total mound length is the sum of � o°;�'����^
upslope dike width (G.2e) plus rock layer I
length(D.3) plus upslope dike width (G.2e); �
ft + .�G ft + �/ ft = �� feet f
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Toui t�nptn
owns ope ps upe
�:� ai s:i bi �:> >.i �:� s:i b:i r.c a:i
a.bpe
0 3D l0 5.0 60 7.0 ].0 IA SA �6.0 7.0 !D
i ]D9 ll7 5.7h 6.]A 75J Z91 3.55 �.76 5.66 6 i{ 7.�1
2 �.19 Li5 SS6 6.82 A.11 2.� J.70 �SI 536 6.1! 6.90
l 3�0 W 5.88 7J2 e.66 :.75 J57 1.i5 S.OA 5.79 6A5
{ 7A1 l76 i25 7.l9 9.T! 26E 1.15 �.17 {.M 5./6 6O6
5 ]Sl S.W 667 E57 10.� 161 ].11 �.00 �.61 S.I9 5,71
f Jtd 5.7b 7.11 9Jd 1207 2.51 ].27 3.d5 �.�t {.� 5.�1
'7 7d0 556 7.69 103f U.7J 2.�9 J.17 3.70 �.IJ �.7p S.0
S ].95 , 5.6A A1J 115� IS.oI 2.12 l.m ]57 1.Q5 1.�9 ldE
9 I.11 6.25 9.09 IJ.O{ 1892 236 2W 3.15 J.90 l30 lA5
10 �29 667 10.0 I5.00 27J] 2J1 266 31J I.75 {.1: {M
11 �A8 7.1! !l.11 17.65 30.tJ 2:b 278 ).23 3.6I J.95 {76
t� iav �.w ,zso zi.0 u�s z:� z.�o �.ti �.�a �.eo �.a 64
PRESSURE DISTRIBUTION SYSTEM Geote�tile fabric
l. Select number of perforated laterals � ; �U,r�er��r,rerr-or,hon5 SL,a�ea c�� 1' .
2. Select perforation spacing= � ft 9"�f rock
Perf Sizing 3/16"- 1/-�"
3. Since perforations should not be placed closer than 1 foo to Perf Soacing 1.5'-�'
the edge of the rock layer (see diagram), subtract 2 feet m
the rock la�rer length. E-4: Maximum allowable number of 1/4-inch perforotions
�G per lateral to guarantee<10%discharge vanation
'�- -
2ock lacer icngu� � ft -_�ft perforation
spacing
4. Determine the nLunber of spaces between perforations.
Divide the length (3) by perforation spacing (2) and roun (feet) i inch 1.25 inch 1.5 inch 2.0 inch
down to nearest whole numUer.
2.5 8 14 18 28
Perforation spacing =�.�ft= � ft =�(�spa es 3.0 8 �3 �7 26
3.3 ? 12 16 25
5. Number of perforations is equal to one plus the number f 4 0 7 11 15 23
perforation spaces(4). Check figecre E-4 to assrcre the nianbe•of
pe�forations per Interal guarantees <10% dischar�e variation. 50 6 10 la 22
l C�. spaces + 1 =�perforations/lateral E-6: Perforation Discharge in gpm
6. A. Total munber of perforations = perforations per later 1 (5) perforation diameter
times number of laterals (1) head inches
> (feet) ��8 3/16 7/32 1/4
�perfs/lat x_� lat= � / perforations
1 0� 0.18 0.4 0.56 i 0.74
B. Calculate the square footage per perforation. 2.Ob 0.26 0.59 0.80 1 .04
Should be 6-10 sqft/perf. Does rtot apply to at-gracles.
Rock bed area = rock width (ft) x rock length (ft) 5.0 0.41 0.94 1.26 1 .65
���ft X c5 [,% ft = `S G�� SC�ft ° Use 1.0 foot for single-family homes.
SquJ'�are foot per perforation = Rock Ued area =mtmber f perfs (6) b Use 2.0 feet for onv*hinq else.
�-+v � sqft=�_perfs = C�.�: sqft/perf M4NIFC.O IOCATEO 4T ENO OF PqESSURE �715TRIBUTION SYSTEM
7. Determine required flow rate by multiplying the total nt ber of
perforations (6A} Uy flow per perforation (see figtcre E-6) �W;,�
�
��perfs x �S gpm/perfs =2� Lgpm � ��
8. If lateraLs are connected to header pipe as shown on uppe �� �,�,���E 1 K
example, to select minunum requued lateral diameter;en er d.�
figure E-4 with perforation spacing (2) and number of per orations ,�/tf�M
per lateral (5) Select miniinum diameter Eor
perforated lateral - ,� �<rvur or Penronnrco Prve L<tEAa�S roa
�_LeS. rr+ess�ne o�s+n�aur�oN �N MouHo
11L
ocnro+uro.insnc>�ac
9. If perforated lateral system is attached to manifold pipe n ar `S.�„o,.,,o�,,..�,,,. �,S,Kw�
the center, lower diagram,perforated lateral length (3) an �E �'a`��"::°`�y' s "Y.����,
number of perforations per lateral(5) will be approximate y one ��a.,.;,;�=,a,�aa�,a�� �
half of that in ste 8. Usin these values, select minimum �
'a. 'V..
P g �, •-�..,���•;:����sx
diameter for perforated lateral = inches. ��`'� �-
_ . �,a. �
_ ��rta�IfCR/L V�.�r�E r�ou
�y �.�� w.. �,,...�w
� � ���„
�
I hereby certify that I have completed this work in accordance with a plicabie ordinances, rules and Iaws.
� `; �;�u��� (signature) ��/�-% (license#) �`� '�� "`� Y (date)
i
9
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minunum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforation Discharges in GPM
Pressure Distibution Head Perforation diameter
(feet) (inches
3. a. Select number of perforated laterals 7/32 i/�
b. Select perforation spacing= feet. i.0a 0.56 0.74
c. Subtract 2 ft. from the rock layer length. �.5 0.69 0.90
Rodclayerlength
-2 ft. = feet. 2.Ob 0.80 1.04
d. Determine the number of spaces between perforations. a Use i.o fooc singte homes.
Length perf. spacing= ft.= ft. - spaces b Use 2.o Eeet for anything else.
e. spaces+1 = perforations/lateral
f. Multiply perforations per lateral by number of laterals to
get total number of perforations. ��r x ���= perforations.
$• P�r X �m,�a- SPm.
►
SELECTED PUMP CAPACITY � 3 Zgpm
B.Determine head requirements:
1. E�evation difference between p and point of discharge.
�� feet
2. If pumping to a pressure distribution system,five feet for pressure S°��a°n�,�SYS��^
required at manifold if gravity system,zero. Q:°='°='a�
� feet Total pipe la�gth
3. Friction loss
a. Enter fricrion loss table with gpm and pipe diameter. r„le Elevaaon Difference
Read Eriction loss in feet per 100 feet from table(F-14). P'� -
F.L. _ ��5 ft./100 ft of pipe
•. ------- -- -
_..........
b. Determine total pipe length from pump to discharge ---"------'-"'-'-------""'-'"'-�-'�-
point. Estimate by adding 25 percent to pipe length for fitting
loss, or use a fitting loss chart(F-15 feet).
Equivalent pipe len th- 1.25 times ipe length=
'Zs� x 1.25 = Ib� feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
friction loss in ft/100 ft by equivalent pipe length.
Nominal
Total friction loss= ��� x � �-� =100= � feet pipe dia.
Flow Rate
4. Total head required is the sum of elevation difference, �m 1.5" 2" 3"
special head requirements, and total friction loss.
20 2.47 0.73 0.11
�7 + � + -.5� 25 3.73 1 0.16
(1) (2) (3c) 30 523 .55 � 0.23
35 6.96 2.06 0.30
-7 40 8.91 2.64 0.39
TOTAL HEAD N feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.bo o.s2
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
���Lgpm (Step A) with at least � feet of total head (Step B).
DOSING CHAMBE SIZING _
1. Determine area ; ,,.,,,
.A Rectangle area = L x W , !
x = square feet =
B. Circle area = r (3.14j x radius in feet x radius in feet �r���� �
��.
3.1-� x ft x ft = sqft �,
C. Get area from manufacturer sqft �I, �/ Raditis�
�
2. Calculate �a1lorLs per inch �� �
/
There are i.� gallons per cubic foot of volume, thereEore multiplv he area (lA, B or C)
times the conversion ;actor and divide by 12 inches per foot to cal ulate callon per inch.
Area x 7.� = 12 = sqft x i.� = 12 in/ft = .��5 gallon er inch
Le al Tczrtk:
3. Calculate total tank volume �
.a Depth from bottom of inlet pipe to tank bottom � 500 gallorts or
E3. Total tank volume = depth from bottom of inlet pipe to tank bot om (3A) x gal/in (2) 100°o tlie Dnil�flow
= 4G in x i'J ga1/in = E���gal Or
Alterrtctting Pi��rip�
-�. Calculate gallons to cover pump (with 2-3 inches of water coverin pump)
(Pump and block height (inch) + 2 inch) x gallon/inch �'� A-l: EshmeledSewageAowsinGallonsperDay
( G� in +2 in} x .�S eal/in = .,�'�' eallon �
--� number of �
i
� bedrooms Gau I Class II Ciass III'I Clau IV
�. Calculate total pumpout volume � �� r� � � I
<<� ��u � �,'� �
A. Select pump size for�-5 does per day. Gallon per dose = gpd (s e�iqt�re A-1) 3 d�; 'CC� ' <'a ' , n� I
/ doses per day = --C� :y gpd = � doses/day = /.Z� gallons a �p 3%� .� ; vci�es
E Calculate drainback � ; � � ;�; ��� �;� � �.r�
1. Determine totai pipe length%'�2 feet 6 rp ��; ! �v^ i �'i�w,
�. Determine liquid volume oE pipe,(��gal per Et (see figi�re E-'�O) � �� 1 !�; c� 'i0 i �I,on'a �
3. Drainback quantity =�5� ft (5B1) x�ga1 per ft(5B2) = ga] � 2 � 1^x� �;� "G8 � c�_�;r< ,i
C Total pt�mp out volum = ose volume (5A) +drainback(�B3)
�al + �al = -s L Total gallon � E-?0: Volume of Liauid ia Pipe �
5. Float separation distance (using total pumpout volume) � Pipe Diameter� �allon�per foot�
Total pttmpout volume (�C) = gal/inch (?) itl {��� ! I
J��gal = .�S gaf/in= �:�`�L inch 1 i 0.0-�� �
' 1?5 i 0.078 ;
7. Calculate volume for alarm (typically 2 to 3 inches) 1.� I 011 �
Alarm depth (inch) x gallon/inch (2) _ ?_in x ��eal/in) _ � !�' gal ? Q,l� I
2.� 0.?� �
S. Calculate total gallon = gallons over pump (4) + gallons pumpout ( C) + gallons alarm (7) � I (��g ,
�3c'�C%' ga] +��gal + =..5��gal = S i g Ilons i �} O.bb I
9. Total Tank Depth = total gallon (8) =gallon/inch (2) ,�;���-Y;.
S�_ga] = 2_s'�al/in = .t?� t/� in r;
�i:-.%`:`;;��b<;`��Sr:,,;;y�;;•�^�,, }�,.
inlet
` � 't�
�:,..
i Recommended: p�pe �;�; ese�va capacity ��
�; alarm cn
I Calculate reserve ca acitv (75°% the d�ily flow) ;::� �t
� _ _ _ _ _ _ _ _ �, controi
; Dail� tZow x .75 = �C_% x .75 = �S� gallons ��`�t - =
pu pout volume� ��
�r --- -p----p---- - - ?�` pum� or
.� �,4
:<; um off� contrcl
t= controi {'
`'`il��,r,' �'t�r% `i" 7,"v,:;C"rz 7< �:'•�
I nerebv tir�� tl;at I have completed this work in accordance with a plicable ordinances, rules and laws.
� i<:d��l!.��. � ! r
(signature) �� � (Iicense#) � � C/ ��-� �-f (date)
LOGS OF SOIL BORINGS
�
Location or Project `�'�'�' � � =�1 �f�E= ���� -
Borings made by SWEDLUND Date 5 ^ �`/� � c''�
Classification System: ❑AASHO C1 USDA-SCS ❑ Unified ❑Other
Auger used (check two): Q Hand ❑ or Power; ❑ Flight C✓(or Bucket; ❑ Other
Depth, Boring Number �� Depth, Boring Number ���'-
in feet Surface Elevation /f' �-' in feet Surface Elevation � %: �
p ���-/I�,"�:f'l/ `�% �'' p �.�L`-'�' �'� %G7�
1 - c�•Z• �L'>-1�"l,'� `3�� 1 _ �/C' �`-c?� �i''L%' �!� _v _u,.
/i j�� � > L" ���p ,�,�..� `�� �. -S,L� r�f���.. � 7
2 — �� � ...V� 2 — — �
��i�� �%���"�'��s.�-� �5��m �L �- �'� /�''T�a-t-% `�`7'
� -� ir %
3 - ��,��;' �+ �; � .c.><? 3 /�"l,�% /�..��! .��' ,
4 — �/� G IZ.�4-� S 4 _ �/Z Cs'.��
5 — 5 —
6 — 6 —
7 — 7 —
8 — 8 —
9 — 9 —
10 — 10 —
�'
I/
End of boring at � � feet. End of boring at Z l � feet.
Standing water table: Standing water table:
❑ Present at feet of depth, ❑ Present at r feet of depth,
� hours after boring. � hours after boring.
❑ Not present in boring hole. ❑ Not present in boring hole.
Mottled Soil: f �f Mottled Soil: j ,�
❑ Observed at � ��` feet of depth. ❑ Observed at �� feet of depth.
❑ Not present in boring hole. ❑ Not present in boring hole.
� �.
LOGS OF SOI B RINGS
Location or Project �� G ,�}� �i.:'�E'� c_^ C�
Borings made by WEDL ND Date .s�—�y"�'
Classification System: ❑AASHO Q USDA-SCS ❑ Unified ❑ Other
Auger used (check two): Q Hand ❑ or Power; ❑ Flight or Bucket; ❑ Other
Depth, Boring Number �� Dept , Boring Number
in feet Surface Elevation `�/ . : � in fe t Surface Elevation
p /���./`v�;-F"=�j'' ./C � ,� �
C%y/7 / �3 '3
f ��'`�-'
1 — �/�� '3% �.. f-�"��,,.,� �l� 1
2 — ���L S � L�� �.,,� ��� 2
f �=C� f/
3 — ��t"�/�iC-�� � 3
��� ����s
4 — 4
5 — 5
6 — 6 —
7 — 7 —
8 — 8 —
9 — 9 —
10 — 10 —
/
End of boring at � � feet. End o boring at feet.
Standing water table: � Stan ing water table:
❑ Present 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 Soii: f �/ Mottl d Soil:
❑ Observed at � � feet of depth. Observed at feet of depth.
❑ Not present in boring hole. Not present in boring hole.
i i
Date ��'�����%� PERC TEST BY SWEDLUND SEPTIC
Location ���� ��9�S";d� �C� Hole # 1 Depth I� '(
Soil Depth �� %Z Texture �.�=T`t�
Depth of Initial ;f
Water Filling �
� -- C
Perc Test starting Time and Date: Time � n Date -� I )
Time Intervals Drop in inches Perc Rate
z _ z Z�; 7 _ Lw / . �`� � ,,
�U
� �cv_ G�{C� �t � y i/
�4�, � 3 �� � ,� �:
Date �S� / �'—� � PERC TEST BY SWEDLUND SEPTIC
Location �.��3�F Hole # �� Depth /Z ��
Soil Depth �%�" � .Z Texture �--�-�9` =�
Depth of Initial
;i
Water Filling /�
Perc Test starting Time and Date: Time Z r�r�-% Date � '!%
Time Intervals Drop in Inches Perc Rate
,� �
7 "" Z Z Ci U �w Ns� c ��%`/z L'�'i n i
��> �!_I C% :% �/
� —L /'f
L 4 C, 'r, `� << < /
Date ��s�'/9�-�}S� PERC TEST BY SWEDLUND SEPTIC
Location �i9/l'►� Hole # �� Depth �� .�
Soil Depth F.-� �l Z Texture ���'��'I
Depth of Initial ;�
Water Filling /'�
Perc Test starting Time and Date: Time � �n� Date � '!�1'
Time Intervals Drop in Inches Perc Rate
�
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT N0. �O77S COMPLETED -4-OLt 0".v
ADDRESS 4 (� a S�<
OWNER CONTR. �"'td`� �_
TELEPHONE N0.
� DESCRIPTION �� �`�L
� 01 FOOTING 11 MECNANICAL RI 18 EXCAV/ RADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKES RE/WETLANDS
y 03 INSUTATION 24/25 WOOD BURNER/FIREPLACE 34 TREE R MOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE I PECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROG ESS
� 07 DEMO-SITE 27 SEPTIC MAlNT. 21 COM INT
� 07 DEMO-FINAL EPTIC INSTALL. 22 FOLL W-UP
? 09 PLUMBING RI PTIC FINAL 35 HAR 'COVER REMOVAL
J 10 PLUMBING FINAL 36 FOU DATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS: "- U X �0 roc.�
°� ,�
� �' � Q^�tC �-7- t'c.
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J r' 7 -�t e�+�r � ��3'"
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W� �NORKSATISFACTORY:PROCEED ❑ PROJEC COMPLEfE
W ❑CORRECT WORK 8 PROCEED ❑ ISSUE C RTIFICATE OF OCCUPANCY
O ❑CORFECT WORK,CALL FOR REINSPECTION ' TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOT TAKEN
INSPECTOR WILL RETURN ❑CITAT N ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in adva e. (952� 249-4600
Owner/Con ctor on site:
Inspector.
White Copyllnspector's File Ca,ary Copy/Site Notice
V
DATE TI E
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. �7�75 S COMPLETED 3�`'�
ADDRESS �'�'°���b `` S`a� �J
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION S`1i �', �-- 1`u����,— v
t� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRA ING/ LLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WET NDS
H
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 �EPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REM VAL
J 10 PLUMBING FINAL 36 FOUNDATION/REM VAL
Z OWNEHICONTRACTOR TO MEEf YOU•_ S_NO
� COMMENTS: �C�v `^ �' �(�
�
� �-- Sc.r��c�C� U
O ' � �(r.� nvc\� �-
� � S� R1v�'" bC �}- 0.-� f�Zr r L -�.
O
�
W
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Q
�
Z
W
�
W
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W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCC ANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION RE�UfRED.CALL TO ARRANGE ACCESS.
Cal1 for the next inspection 24 hours in advance. (952� 2 9- ��
OwnerlContr or on site:
Inspector. �
White Copyllnspector's File Canary Copy/SNe Notice
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. � �� COMPLETED 'S�� �C`� II ��3�.�
ADDRESS LI�J�IO �'`� 5;���. �-G� I
OWNER CONTR. ��""����^
TELEPHONE N0.
� � �i h2 �
� DESCRIPTION '�^ "
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAVAGRAD tiG/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESF�ORE ETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE R�MOV L
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE IN$PEC N
Q OS FINAL 14 SEWER HOOK-UP 06 PROGR�SS �
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLbINT
Q 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOV�-UP
= 09 PLUMBING RI 23 PTIC FINAL 35 HARD CQVER EMOVAL
J 10 PLUMBING FINAL 36 FOUNDFITION/ EMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO I
� COMM TS:
�
a � v �- �a �
� �- O'� a( �— `^-a'�-� '
0
� �t kl—il d� �tic.--C(�w-�f � ;,,
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� ❑WORK SATISFACTORY:PROCEED /F1�2ROJECT COMPLETff I
W ❑CORRECT WORK&PROCEED / n ISSUE CERTIFICATE bF OC UPANCY
0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORA�RY
V BEFORECOVERING PERMANgNT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN �
INSPECTOR WILL RETURN �CITATION ISSUED I
❑STOP ORDER POSTED.CALI INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 2 hours in advance. (952� �'4J-I 6�0
Owner! ntractor on site:
Inspec��f: � "
White Copyllnspector's File Canary CopylSite Notic�
I