HomeMy WebLinkAbout2000-P02912 - new septic system ' �'` PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po29�2
Crystal Bay, Minnesota 55323 Permit Type: septi�
(612) 249-4600 Date Issued: 9i6i2000
SITE ADDRESS: 500 North Arm Dr
MOUND,MN 55364
P I D: 06-117-23-31-0009
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: $ lOQ.00 Valuation: $ 0.00
�� k <r�,.�����,2 .5 D
a�-
TOTAL FEE: $ 100.50
APPLICANT: KOTHRADE SEWER& WATER OWNER: M D& H J HOY
12059 WHITETAIL LN 500 NORTH ARM DR
HANOVER, MN 55341 MOLJND MN 55364
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITI�ALL CiTY OF ORONO ORDINANCES AND
STATE OF MI TA Bi71� G CODE REQUIIZEMENTS. �
�
�
A L A T PERMITEE 1 NATURE [SSUED B SIGNATURE
Copies: City, Applicant,Assessor,Finance Page 1
. �
CITY OF ORONO SEPTIC SYSTENI PERIVIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Ba�-, illn 55323
JOB SITE ADDRESS 5�� �o� 1-�2-w�- ��2
Occupancy Type: Residential� Commercial Other
Permit Type: New or Replacement System $100.00 � �U. J��
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surchai•ge added to above fees
* See fee schedule for non-residential permit fees
Owner's I\'ame: '(1'1�-��'w �v� Phone Number: ���-3 I (o�-J
Nlailing Address: 5�0 j�)�,�� ,J��v� �Z City: c�Y��� Zip: 5531P�/
Contractor's Name: �(,���±�� �e�c�e�E w�z Phone Number: 7Lo� -y�'�3-��7vZ
Nlailing Address: i 2R5`I �1�.:�f�A1 1--,.i Cit3': I�,�t-(o��� Zip: ��3�(
*** DO NOT NIAIL PAYMENT"'ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
l. 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
Agency(NIPCA) Septic System Installers License.
3. 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.
4. The follo�ving inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, an�i general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after
roujh 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 stations
(where required) components are functional and comply with codes.
5. Individual holdinQ�Il'CAlnstallers 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 includin� the City of Orono Septic
System Approval Cover Sheet.
�l�- 2. I will be installing the following:
A. Tanks: �_Precast Concrete Other Manufacturer A�'.��
Tank Capacities: 1) ) �,c,c� gal. 2) vt�c� gal 3) � bpo gal
B. Pump Station(if required)
Pump make & model (�L,v�i��� t��o�-t� t-k (attach pump curve&
literature); system design requires � �� gpm at /S' feet of head.
Hijh water alarm make & model ���d . 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 �C�
Drop Boxes Sand bed dimensions �/3' x `�'O'
Distribution Box Pressure Dist. Pipe Diam. ) '� "
Manifold Pipe Diam. � �� "
D. Final Cover/Topsoil to be: borrocved 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,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Nlinnesota,and certifies that all statements ade on �s application are complete,true and correct.
SignatureofApplicant �1�� , Date: �—� —b��
MPCA License No.���2,
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Ap oval � Denial
Reviewer: \ ��'�� Date: �b'� D C�
Reason for Denial:
SEPTIC SYSTEM APPROVAL
. .
---
� O� IN5PECTOR'S COPY IlVSPEC �
O O TOR S CCPX
�
, ;�,.. �, C ITY of ORONO
v�,,,� ' ' ; �'�l4,�� MunicipalOffices
.�9 ¢� .; Street Address: Mailing Address:
��� -kEBH� �' 2750 Kelley Parkway P.O. Box 66
__ --� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner m�4�H`lEh/ f�� Phone (Home)�j�2��ib9 (Work)
Address .-'`j�*� /�o���h �r�n�t {,R• City i??dun� State �N Zipa536
Site Evaluator�u5�{� (�/So�u State License # $/t� Phone# `�q�•-g"T�f
Type of Establishment: Single Family �C Multi Family
Commercial_ j�� Garbage Disposal Yes 'X No
No. Potential Bedrooms y Est. Gallons Per Day locJt�
Water Meter Required: Yes No� Soil Sizing Factor ��� � Q ' z
Perc Rates P-1g�0 P-2$.`�' P-3� P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 ZS'� B-2.� B-3 2 5" B-4 B-5 B-6
Type of Treatment System:
Standard�_ Experimental Alternative
Pressurized Mound System I� At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1�cc;� # of Tanks 2- Lift Tank Size�Q��
Pump Brand GPM 38 Head �j�
Treatment System: tisx 90'
Minimum /O���t 5%�feb� Square Feet with�_inches of rock below pipe
Type of covering Fabric "�C 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 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 Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED� DENIED By the City of Orono subject to existing regulations and
the following conditions:�'Y/�tini f r��;,� ZC� 5'<-�S�Ck?� r� ��1i✓�Qs. �7�1,�f /,c-4�.% �✓
!M r�1 w1�r � � `` o f �4s la �J � .� : - �%
By: ' � ��3l-���
Chris Pence, On-Site Systems Manager
��������'�'� ���2w��� #�U � � ��
� ��,
l��:2w►�f 1 ss���— qlb/o�
Telephone(612)249-4600 • Fax(612)249-4616
��t �r,��� _ y/g��
` Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
11481 Riverview Rd. NE,Hanover, MN 55341
(612) 498-8779
June 27, 1998
Mathew Hoy
500 North Arm Drive
Orono, Henn.Co.
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- KKC Kilkenny Loam. The seasonally saturated soils were located at
26"-34" mottled soil). Due to the seasonally saturated soils, a pressurized mound system will need to be installed
to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 7.4 MPI.
A pumping chamber wil! need to be installed to lift the effluent to the treatment area. The power supply and
switches must be located outside the manhole and pumping chamber in a weather proof enclos�ire. A warning
device must be installed with light and sound device,this is in case of a pump failure.
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 materials 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.
All neighboring wells are located greater than 100' away from the proposed treatment area.
Keep all heavy equipment off of the proposed treatment areas 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.
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. Additives must not be used, they may cause harmful
damage to your septic system. It is recommended that you pump the tank every year for 1 tank every two years
for two tanks.
Sincerely, ,.
"/ '�%', /
� f
Josep�►J.Olson
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' � ' MOUND DESIGN WORKSHEET
� , (For Flows up to 1200 gpd) . - ,
A. '�.,OW F.rtimated Sewsie Flows in Gallons per day
� ;- ESt1TYl1t� �Ul� �Cl N�m�ber 1ype1 1ypeII 1ypeIIl
or measured x 1:5= gpd. - - � � �
` z 30o ns ,so �,
B. SEPTIC TANK LIQUID VOLUMES a `60500 3n°s° 2is6 °�'"�
�
���� gallons . 6 9 0 °su �i T m�
� ioso 600 �o �`«
' 8 1200 675 406 �p
C. SOILS (refer to site evaluation) J °°''�°`
1. Depth to restricting layer= a� inches�, � feet �`a'`'�"'`�'��'°�"°°`>
2. Depth of percolation tests= I�. inches, : N�or ���►q�� uqwa���y,��n
3. Texture �a�, _ Percolation rate�mpi �`°°'� �°�"r s�s��_�
f..
� ��,.,_ ,,. z or t«. 7so 112s
4. Land slope /� % saa i000 isao
. S or 6 1300 2250
7,8 or 9 2000 3000
D. R K LAYER
1. Multiply flow rate by 0.83 to obtain required areaYof rock layer: A x 0.83 =
�_gpd x 0.83 sq:ft./gpd = 'Uv sq: ft. .
2. Select width of rock layer(max 10' if<120 mpi max 5') = l v ft.
3. Length of rock layer= area+width._
S�� sq. ft'� �rL�ft. = s�ft:� '"+�
,Wi.. �:� . ��;�
� <12�p� L,ength ��. ft.
� >12(�mpi <5'
E. ROCK VOLUME .,.. ,:
1. Multiply rock azea by rock depth to get cubic feet of rock;s�� sq, ft, x i.��
ft. - '`s�r cu.�ft.
2. Divide cu. ft.by 27 cu.�t.7cu.yd. to get cubic yards;
�cu. f# +'27 � � cu �,
3. Multi 1 cubic ards b 1:4 to' ' t w ` �' ��`�'�
,�e ,c►�' �s, cu.yd. x 1.4
P Y ��' Y , , ��v�, a� �,���, --�:
ton/cu:yd. _� .� fions �„�:
a ,
,
F. ABSORPTION WI�TH ` 3k��, 'n�;-� `�wwm smo��e
1. Percolation rate in top 12 inches of soil is� ,�I'�piz�i��, ��,,a��,� �„�, ���
Texture Lv 9ro, , �;: ..��per� s�u T� �a.rpa ,�a�w x�
. . ��� , .(MP[) . tquae faot ►.ay«w'�th
�',.: .��.'� t idL °i�'�'''l�✓b�a� r. ��M�.1 C.O�I70.tifOd 1.� 1.�
` � ' �I t4 S'';" S�ud 1.20 1.00
2. Select allowable so�l loacl�t ra��f�om t�ble, ~d; �a��°'�`� � 1 m s �.s.m o.�o Z.00
8. s� , �,3�.`. . �. �fo ls s.oayl.o�m oJs ts2
,,,�„� ���'`�'�` c�.�, ����'� , '��z�° •'��. �0�i � I.aao� � � 0.60 i00
' , � -- : i r �'� "i r� �Q�13"i 'SIIL 1.0�m 0.30 2.40
" � y r�'s�';��!''�.�.',c •' ` WYLam 0.45 2.67
' +,���, +��:° �� �: ,� � i�D Clay O.Ta 3.00
3. CalCulate adls�'�t1�th��pti � Y�I d�a t3o c��y o.zo 6.ao
,.,� .
. .. ar �' '��r:,� • ... . .
�. •� '�'�. �` ,�f'4v r: �r p �, .; .,
loadin rate`of 1:20; d ° �� '�`�� ' " �� r
g $p /�t2by allow�ble.soil t�;`��
1.20 gpd%ft2+ ��� ��;� ��� � ,��. :A-�" .
� t ta� � n�,.
..� ' ';; °' `G., t ,,�^'�i{ ,� '�"`�'}cnK ..
' �ie� '�;- , s '', :� .1:-r ,� T t -wv v�ti'3� ...
4. Multiply adsorption width ratio by roc'k lay�'w�d��i�'i''get`�.
required adsorption v�ndth, � '' ':, ��
.���h.,
� � 4,��'F tiN'�' d�i'Ira �� �4 k�.�..��nQ` �� �t5"dt r
. r �Y�hAr� �.«,� .�,�.ed,+Y�i�'.�lydw�;� � �.�:J.�:rr..+r..,}�.. . . ,
� G. DOWNSLOPE BERM WIDTH si°�:= �°°u 1'
,_- 1. If landslope is 1% or more, ::.
subtract rock layer width from adsorption width ` ` R�1, R�gtip.�. , i
,1;+ t
to obtain minimum downslope berm toe .a�s�►a ;�. �
, , - '::•.:: b..Topsoil
�_ft-.1�ft = / d ^ feet ac�.�sou
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at u�io�wam ��►�wd�n
upslope edge of rock layer: . RO��d� Absorption Width
Separatiort 3' -�ft=�feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer;
�_ft + lft + lft =�_feet �'�
c. Enter table with landslope and upslope berm , � vpgi�e Width
ratio. Select berm multi lier of �,� � ` ' � �r�*'°�*`� d . '
P ' Upslo e Width '��o, ��Y� �k� �kenke�Q p :Upslope Width
.�''.+�� �� Width o ��.e P'..$a�Or4 L�
d. Multiply berm multiplier by upslope mound � � +�� ��,�, � �,ana�dk�o$.
height to find upslope berm width: ,� ' ' ��°��'�� � p " " ��$°�°Q e
� ,
� x �� � _ �_feet � •
e. Multiply rock layer width by � �� � �' `
° Downslope W�dth ?�
landslope to determine drop in elevation; `� � , ' ' Absorphon W�dth �,�
, �
i v x /a %= 1 0 0= 1, � feet r...: �<. t , 1 ; r
.,:. .. .,. ,� ` ,
.
_
f. Add depth of clean sand for slope Totai�n�, ��
difference (2e)at downslope edge,to
�•� the mound height at the upslope edge
of rock layer (2d) to find the downslope height;
3 ft + I .�. ft= ���i feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of �� �5
h. Multiply berm multiplier by downslope mound height to get g�SLOPE MULTIPLIERS
downslope berm width:
`i,.� X �.�:° _ ,?,a feet `'�a '� �,�' " ��O I,yud DOWNSLOPE UPSLOPE
1. COTTI are the values of ste G.1 �o berm multlplie�s tor various berm multlpiiers for various
P P -�- in 96 berm dope ratlos berm slope ratios
and Step G.2h�_-�-���� ��'
Select the greater of the two values as the ��►
downslope berm width; a�' feet o s.o a.o s.o 6.0 �.0 3.o a.o s.o 6.0 �.o a.o
j. Total mound width is the sum of 1 3.0� a.i� s.26 6.38 �.ss z.9i s.as a.�b s.� 6.sa �.ai
upslope berm (G.ZCl� 2 3.19 4.35 ' S.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90
width plus rock layer width(D.2� 3 3.30 4.54 5.88 732 8.86 2.75 3.57 4.35 5.08 5.79 6.45
4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
plus downslope berm width(G.21�� S 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71
�_ft+�_ft+ a 7 ft= ys feet 6 3.66 5.26 7.14 938 12.07 2.54 3.23 3.85 4.41 4.93 5.41
IC. Total mound length is the sum of upslop� 7 3.80 5.56 7.69 l0.34 13.73 2.48 3.12 3.70 4.23 4.70 S.13
berm width (G.2d) plus rock layer length(D.3) 8 3.95 s.ss 833 ii.sa is.9i z.a2 3.03 3.57 a.os a.a9 a.sa
plus upslope berm width(G.ZC��� 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
I � ✓ � � �+ <L ft+ � �}_ �O` feet 10 4.29 6.67 10.00 15.00 2333 231 2.86 333 3.75 4.12 4.44
'� «`,'e_ �;� S`D � v �'j v 1 I 4.48 7.14 I 1.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26
l2 4.69 7�6. ' 12.30 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
Final Dimesions. ott:The product of the multiplier end the hei��ht results in the horizontal distance to where the
rm meen the od ind let�tlope EzamPle:Height at uPper edge of rock layer is 3A feet,rcek
y� ayer is 10 feet wi� land d is 6'b and berm a(ope raao is 4:1.Upslope berm width is 3.23 x
X 6 .0�9.7 ft;he�' ht at lowac e�e of rock layer is 3.0+10 x 0.6=3.6 ft and downslope berm wid
� s5.26x3.6�I8.9R.
. � PRESSURE DISTRIBUTION SYSTEM �r,o PeRFaRaT�oN OF A PERFORATED LATERA�
. �c.ass c�e.
1. Select number of perforated laterals 3 T,���
.. .�:;,.�
� Lo sr of Geotaxtlle FaDric (u tar•
2. Select erforation s acin = 3 fee� > l-cumY Sand Loyar '. ��a,�a��Y a s„�,�,K,�,
P P g ;�►h� ���� �,�,,
Perforotion Drilled Horizonfolly
3. Since perforations should not be placed closer than 1 ft. to .,;Plus �`���r�C D A Le ctPl2•�o Edqo
the edge of the rock layer (see diagram),subtract 2 ft. �OTTl -;:,:..:;:..F1i14�;..•; .< .;:. , ; ,.,','�,_ of Rock Layar
the rock layer length. P�rforotlons lotofed at
Cl�an Sand Loyer Bottom of �ateral
�C� _::,:��.:..�.;.:. .r �.�.. .: .,:. .. .
� —�ft. _ �� feet. Orlpiirol Soll Propsrly Scarifiad
Rock layer length 8efae Placlnp Sond Layer
Requlred Perforatio�Dkcharge
4. Determine the number of spaces between perforations. �n gallon+per minute(gpm)
Divide the length above by perforation spacing and round °��` :�,�� ;,kh�
down to nearest whole number. �f`�`'
1.Oa 0.56 0.74
Length perf. spacing = v� ft. T 3 ft. = i 6 spaces
2.Ob 0.80 1.04
�3� �2� a.Use for single family homes
b.Use for all other applications
5. Number of perforations is equal to one plus the number of
perforation spaces .
Maximum number of quarter inch perforations pe
�� spaces + 1 =_(�perforations/lateral lateral to guamantee<10%discharge variation
Perforation
_. 6. Multiply perforations per lateral by number of laterals to Sgf�jg 1� 1� 2
� ` get total number of perforations.
2.5 14 18 28
3 x �� - s� erforations. 3.� 13 17 26
'�`��'$ �`"°`�`�'- P 3.3 12 16 25
7. Determine required flow rate by multiplying 4.� 11 15 23
number of perforations by flow per perforation 5.Q 1Q 14 22
sr �
P� X BPm�f--�gp�• wwr�.o �.oceho aT ew oF vatssu�asrn�eura�+ s�sreM
�
.�,�.
8. If laterals are connected to header pipe as shown on upper �
example,to select minimum required lateral diameter;enter . �����`"
table with perforation spacing and number of perforations ,,� �"`
per lateral. Select minimum diameter far ��`°'�
perforated lateral= I '/�- inches.
4TWT�Oi PEMOMTEO�V(I.�TE1145 NR
MI[WML pST11yUfIOM W MOUMD
�{I[11fOMtto RNTK/K
v[w �fe ia'�'.,�"y r� .H/nr°�✓'°'��.+�
�� 9. If perforated lateral system is attached to manifold pipe near ,,,,�,o �,,,...�--
the center,lower diagram,perforated lateral length and R,.�.,�.�.�.d .,.�
number of perforations per lateral will be approximately one ` .,�.�.��;;
half of that in step 8. Using these values,select minimum �,„�, �,
diameter for perforated lateral= � �y inches. d,�.�`°`°�� �.,.��;,,.,r.
����
• • PUMP SELECTION PR�CEDL�E � •
r� A. Determine gump capacity:
�` Gravity Diatribution .
1. Minimum suggested is 20 gpm
2. Maximum suggeabed ia 45 gpm •
Pressure Distibudon
3.a. Select number of perEorated Iaterals ' per�oratto�,ptK�ga�n GPM
b. SeleCt pErfOldti041 spa�tLg s f!!�. �d Perfora�umeter
C. $tibtr3Ct 2 f!.fiOaL�1�!tOCjC�3j►eI kit�L.
�ay.r�u,-Z ft.s feet. 7 32 I 4
d. Deterrmule the number of apaces betweat pesforatlo�s. i.oa o.sb o.�a
L.ength pErf.8p3Citlg s ft.� �,s �uq 1S 0.69 0.90
e. spaces+1= � perforations/lattral 2.ob o.so i.oa
f. Multiply perforatio�ns ger lsteral by nuanbes of labesela to a Use 1.o foot single homes.
get total number of perforationa.�T x .�s �pn�p�, b UK 2.0 feet for anych;ng else.
8• penr X�m s Sp�
SELEC'I'�D PUMp CAppC11y 3 � gpm '
B.Determine head requireaaents; ' ��1 M��n+ent syslem
1. Elevation clifference betweei►pump and poiat of diecharge. o••�"�a•
� het row pjw�«�n
2. I�pumping to a press}u�e distrlbutlaai syatea�,Hve feet for preasure
required at maaifold if gravity s trac�,zeib. . � '
,S'�' �� . . � ' Ekv.aa,Dlff«wu�
3. Friction loss � . , ... ,
� a. Enter friction loss tabk with gpm and pipe diemeber. .........
' Read fricHon lo�s ia feet per 100 feet h+omn table(F-14), ..........................----------
` F.L._ �• �� h./100 h of pipe
b. �etera,ine total pipe lengtll froa,pump to dbchs�ge �Friction toss in Plasfic Pipe
poin� Estianate by edding 25 percent b�pipe length fos fittIng Nominal
loss,or use a$tting lbas chart(F-15 feet). pipe dia.
Equivaleat pipe ldtgth-1.25 tianea PiPe le�$th• � • Flow.Rate
�ri.�_x 1.25'= � �y�-��_ket . �� 1.5" 2" 3��
c. Calculate total hlction loss by multlplying ' �
friction losa in R/100 h by equivaknt pipe kt�gtll. � � 20 2.47 0.73 0.11
Total frictlan loss= y y �.��'_+100� a fee� ' 25 3.73 1.11 0.16
x
4. Total head requit�ed is the sum of elevatlooit di�lae � 5.23 1.55 0.23
special head t+cquireanettb,aad t�al fsk�iost loY.. . . � �. 6.96 2.06 0.30
40 8.91 2.64 0.39
4S 11.07 328 0.48
:8 + S� + �:�� • 50 13.46 3.99 0.58
(1) (?J � . . � � 4.76 0.70
60 5.60 0.82
� b5 • 6.48 0:95
. TOTAL HBAD �t�eet ' 70 � � 7.44 1.09
C. Pump selection . � . .
L A pu�p must be �se�� `�ecbed'b��d .L':, �xti least
�_gpm (Step A)wlth at least`�- ,�feet of botal head(Step B).
��. . . .
� ! :.. �
��
LOGS OF SOIL BORING
License #810
Location or Project: 500 North Arm Drive Mathew Hoy
Borings made by: Rusty Olson's Soil and Perc. Testing Date: 06/27/98
Classification System: AASHO ; USDS-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 Surface Elevation 78.5 in Surface Elevation 80.8
Feet Feet
0- 0-26" Dark Brown Loam 0- 0-28" Dark Brown Loam
10YR2/1 1- 10YR3/2
1- 2- -------------------------------------------
2- ----------------------------------------- 28"-34"Brown Clay Loam
26"-34" Brown Clay Loam 10YR4/4
lOYR5/4 -------------------------------------------
----------------------------------------- 3- 34"-42" Rusty Brown Clay Loam
3- 34"-48"Rusty Brown Clay Loam 10YR4/4 R 2.SYR4/8
10YR5/4 R 2.SYR4/8 -------------------------------------------
4- ----------------------------------------- 42"-48"Rusty Brown Loam
10YR5/6 , RSYR4/8, G10YR6/1
4- -------------------------------------------
End of boring at_4_feet. End of boring at_4_feet.
Standing water table: Standing water table:
present at_2.33_feet of depth, present at_3.5_feet of depth,
_24_hours after boring. _24_hours after boring.
Not present in hole Not present in hole
Mottled Soil: Mottled Soil:
Observed at_2.1_feet of depth. Observed at_2.8_feet of depth.
Not present in hole Not present in hole
Comments: Comments:
. . �
LOGS OF SOIL BORING
License #810
Location or Project: Mathew Hoy 500 North Arm Drive
Borings made by: Rusty Olson's Soil and Perc. Testing Date: 06/27/98
Classification System: AASHO ; USDS-SCS X_; Unified ; Other
Auger used(check two): Hand_X_, or Power , Flight , or Bucket_X_
Depth Boring Number_3_ Depth Boring Number
in Surface Elevation 77.8 in Surface Elevation
Feet Feet
0- 0-20" Dark Brown Loam
l 0YR2/1
1- •
-----------------------------------------
2- 20"-26" Brown Clay Loam
lOYR 4/4
3- -----------------------------------------
26"-48"Rusty Brown Clay Loam
10YR4/3, R2.SYR4/8, G10YR6/1
4- -----------------------------------------
End of boring at_4_feet. End of boring at feet.
Standing water table: Standing water table:
present at_2.5_feet of depth, present at feet of depth,
_24_hours after boring. _24_hours after boring.
Not present in hole Not present in hole
Mottled Soil: Mottled Soil:
Observed at_2.1_feet of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments: Comments:
PERCOLATION TEST DATA SHEET
Lic.#810 �
Percolation test readings made by: Rusty Olson's Perc. on 6/27/98 starting at 10:25a.m.
Test hole location: Mathew Hov Hole number 1, 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"-12" Dark Brown Loam 10YR2/1
Method of scratching sidewall: Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 12:30p.m., 6/26/98 , depth of initial water filling 12 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 Time Depth Drop in H20 Perc. Rate
10:25 PREFILL
10:38 11:08 6 3.75 8.0
11:13 11:43 6 3.75 8.0
11:44 12:14 6 3.75 8.0
Percolation rate" 8.0 minutes per inch
PERCOLATION TEST DATA SHEET
Lic.#810
Percolation test readings made by: Rustv Olson's Perc. on 6/27/98 starting at 10:25a.m.
Test hole location: Mathew Hov Hole number 2, 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"-12" Dark Brown Loam 10YR2/1
Method of scratching sidewall: Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 12:30p.m., 6/26/98 , depth of initial water filling 12 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 Time Depth Drop in H20 Perc. Rate
10:25 PREFILL
10:39 11:09 6 5.12 5.8 ,
11:12 11:42 6 5.06 5.9
11:45 12:15 6 4.87 6.1
Percolation rate " 5.9 minutes per inch
PERCOLATION TEST DATA SHEET
Lic.#810
Percolation test readings made by: Rustv Olson's Perc. on 6/27/98 starting at 10:25a.m.
Test hole location: Mathew Hov Hole number 3, Date hole was prepared
Depth of hole bottom 12 inches, Diameter of hole 6 inches.
Soil data from test hole:
Deeth, inches Soil Texture
0"-12" Dark Brown Loam 10YR2/1
Method of scratching sidewall: Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 12:30p.m., 6/26/98 , depth of initial water filling 12 inches above
hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic sinhon
, Maximum water depth above hole bottom during test 6 inches.
Time Time Depth Drop in H20 Perc. Rate
10:25 PREFILL
10:40 11:10 6 3.62 8.2
11:11 11:41 6 3.56 8.4
11:46 12:16 6 3.5 8.5
Percolation rate " 8.4 minutes per inch
' � E-6
� Part 2: Mound Systems
A sewage treatment mound is a seepage bed elevated by clean sand Mounds must be
fill to provide an adequate separation distance between the rock layer Cc�l'@fUllJ/
in the mound and the barrier layer such as saturated soil conditions C011St1'UCt@d
or bedrock. The mound must be carefully constructed to provide
adequate sewage treatment. .
Mound failures have usually been traced to improper construction
practices.
PERFORATED
�v�,...�:�_: LATERALS
,�,.� . �... .. .:--
SANOY LOAM SOIL �� �' r• , .��'_; -►;.'::;;'.." '.:�,�,i• .
��• � •�!�h,���•
�•�t' ,� '••1 / �j•.�',._
� ; '�M •/ 1'J�•
� ' ' / �j�!
LAYER OF GEOTEXTILE ..,.r� .�-�� �';.;"' f �. ��'
FABRIC OR 4 INCHES OF ' ;/�,:: i��� y ;;�
HAY COVEREO BY � I ►'
BUILOING PAPER ;:�' �� � / Xy �� ''
r.: a7
I �/ OR 2" %r�` �, ��� � �� �
2� ,..�:��' • . � .
PIPE FROM PUMP�'`;,,;'.•' ��'�i,��:•' � ,yr
,' f�
�'�� �� ,:i-/, , �� �,
3� "_21� .�1, �� ,�/ /.�� ' _„�` �� :/
CL�AN F�OCK .� ' f i•'� ,�'� � j" � DIVERSION FOR
��''� '� j••; ��� �.r� SURFACE WATER
6" TOPSOIL� ��� , �, � *
..,. � •� �'' .;� �r; /
_.Q���.:::'��- J�� /�� 3- //�, t7�i
}+ s.' �..
-��� �:�' r 9„/..i, MQx I •��,'
•_� �/ � ` :l �,21j . �Y�.{.
'' e .� � ' -•J .•. :;• ,. :. .�..,:��,�
' `C S�Qp , •.;��: '��y;..,;,:`.'•;:,::K����•
L�q E . ��`_' ..�..�. .�,.,.�.�.,,.
q -. : y�:.
S rup N �` �' „ �'L,,yitir.!;+,r:`ti,.
F�l` e�� � ' • _3�6 r1.��i;'j';.Y�:`:.
ROKFNAY UR ��."�,._ . �., `�; . �
p ' _•�'��.,� ��.
B NAT .. �- _
ARR�FRR`qY,,,.;:-�,-::-'.
FR
Figure E-6
VERTICAL SIDEWALL SEPTIC TANK
� /-FINISHED GRADE
� AT LEAST 6�TO 12" SOII AT LEAST
�.. 4" OIA. COVER 4" DIA.�
MW I — 'AT LEAST I" � AT LEAST I"
� � .,
� —---.,
� ( __ _. .i._ .
—�- � � A OIMENSIUN FOR TANKS WITH VERTICAL_SIDES A
WIDTH`W 24 MINIMUM __. —�
lENG7H,� 2 ?0 3, ?IMES THE ,WIDTH __
� DIAMETER 60� MINIMUM `_
� � DE('TNyO _ 30 MINIMUM; T9' MAXIMUM _.__ C
---•--- - •- �
AT LEAST ----A• 0.2 �
9 6" MINIMUMi_0.2 0 MAXIMUM _ 6'r _
3� —c o 4 �
— �- -aT LEnST 4 FEET- -- - � �- ___�
�«,��: :
� sa«�N�viEcs���r�s�.waKswowKi�n . .w•nEowEroa�w�rt.►ou�Ecw�uw�awc�ss.
� I�K�S�WIIICpRC1f1Mn11F►INIIplCS.70'lFAtl �IIE►YM�rUIEr�MIIMM�INOE�OFI�SlUttM:E
I�f�KR7�l�►4�L�:��Fnvu��a+�1lE1C1Klt�ew Ii�Q1VE11�tx1�ffQ1EOlOMEVCNI�LCC�1
wy�� 6 •l�NM1Wt„/fMCEaf1bYFEMf.���4EIMFAMl) ,
�. µ��1•�C��1 Pr'F Qi At l(A41�YK:11(7 fMMt IEII Mf.Mi11T/0�11()M ONfIF.�1K1 lrt MV 1 ES!1�1N1�MC�!!
pn�wvwqlEs+w.i��oc��Eocwfnoou�uEwEt on��a�knw��tNa�Es
NmnunilulvrtYs�wECUi�EnV+Car�i[�,wnc�e� s ronria�tt�i�ltruxnr�u��vr�LdM[rK.�+�n�.�so
� r�ls�wLUtt�Kl1�A71�KGIN�InIwFK�wE ANfl01ti{N4KNCM01lf1
ONflf(1�SN�NO�d��MMIN�r1tC5�11WY)INSIlCIOJ
1'/S MMSIKlOCA1kV(!IWffNIIK�qE1IW�f�I11Fi
lwnra -
• �. _
� PENCI�
MARKS .,,
6
.�„� MANH E �� ' y �'
� .
`� :;
�t�LE7 ` SCtIM 1� OUTIET
'� - � :, �
�,, J•�v;=:;oilTLEr lEvEl. -�''' .•'f r
j' •-- SCUM CLEAR SPACE- -- �� � 0.EAN OIJT TANK WFEN�
�:` - - _ — _ � �' X IS 3' OR LESS OR
. - — _ �j � "8�IS 12�OR LESS
� �� . -_ -- _ �.• _ � �
:;� :�•::::•:.;. , • . . •, .: ;':, .�
,;;. • . . • • • ,•Z BLACK COIAFt
,
w �1'•''"�"• .' • SLU�GE - ;i DISTINGl115HES SLUDGE
��;;_'.;: '7 `"�_' .=, LAYER FROM Lt0U10
�� r.. �'t: .. . . .. _ .�• �
. .. • � �.�,.
.� �• ti.
MEASURE SCUM AND SLU�GE ACCUMULATIONS
t N THE SEPTIC TANK �
F-8
REDWOOD,CEDAR OR
WATER TIGHT&LOCKABLE ELECTRIC BOX TREATED POST(4 x 4 min)
PLUGS OR ELECTRIC CONNECTIONS`�� ALL ELECTRIC CONNECTIOlVS MADE
e^SPACE INSIDE BOX
2"PVC CONDUIT SCHEDULE 80 � LOOP OF POWER CORD FOR
CLEANING ACCESS COVER SEiTLEIv�NT
CHAINED&LOCKED FINAL GRADE
AT LEAST 1
SEALED CLEANING ION BE�Ow G�tnnE WIRE FROM POWER SUPPLY
ACCESS RINGS � plpE IS LAID ON A UNIFORM SLOPE FROM
� �"` ��" �� PUMP STATION UP TO SOIL TREATMENT AREA
-�FOR PROPER DRAINBACK
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
V_� PLASTIC ROPE OR CHAIIV UMON TO GET ELEVATION FOR DRAINBACK,
\j WITH ANCHOR A 1/4 INCH WEEP HOLE MUST BE USED
ALARM FLOAT ON SEPARATE WEEP HOLE
ELECTRICAL CIRCUIT�
NOTES:ELECTRICAL WIRE FROM POWER SUPPLY
S�$Z'LEVEL MUST NOT RUN OVER ANY TANKS BUT
'Q � � '• MUST BE LAID BESIDE OTf�R TANKS
� AND MUST BE PLACED IN CONDUIT
'� . SHUT OFF LEVEL ALONG POST
PUMP CONT[tOL FLOAT ELECTRICAL CORDS FROM PUMP AND
��� FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
' ' CONTACT.
Fi¢ure F-8
DATE TIME
CITY OF ORONO CALLED IN �'' �OO � v
INSPECTION(�OTICE SCHEDULED � —�� �►dfl
PERMIT NO. � "2� �� COMPLETED
ADDRESS SOO N0►L� A�ZZVYi �✓IV�.�
OWNER ��l CONTR.�o�ira d�
TELEPHONE NO.
. , .
� DESCRIPTION N� t I n A r C S
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
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 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 S PTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
� COMMENTS:
�
W
0.
0 .�( ^V(. �_ kS � �►' C �Il�
>.
�
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Q
ti
Z
W
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�7 WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W
W ❑C RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN
INSPECTOR WIlL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �' CITATION ISSUEO
� INSPECTION REQUIRED.CALL T RRANGE ACCESS.
Call or h �►ext i s tion 24 hours in advance. 249-460�
OwnerlCon ract n sit •
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �'��1h0 Z:Oe7
INSPECTION IyQTICE SCHEDULED R'-��00 3-�C�
PERMIT NO. l'D z�r� � COMPLETED
ADDRESS 5d D �d'2Y'L! A��'Y` �D/?,
OWNER ��� 7 CONTR. � '��f��
TELEPHONE NO. gg��' �81 GndCo Iw�� 5 q�O(Zg ACc,�-)
� DESCRIPTION �
lL 01 FOOTING 1 MECHANICAL RI 18 EX AV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 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 AINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 S 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: !�'/2 ��] (��
�
�
w
a
o /0'� ��� f��C3
'� 5' �1 t�` ��
�
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� �= � �J h�+� N � t=��r� z" I�i �v�r e�
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W
�
�
d �iIORKSATISFACTORY:PROCEEO ,_- PROJECTCOMPLETE
W
� ❑ CORRECT WORK R PROCEED r,, ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR ` CITATION ISSUED
C'; INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call f he ne i pection 24 hours in advance. Z49-46�0
OwnerlCon a ron it . �
Inspector. ���,
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN q^ 0� 9�m0
INSPECTION OTICE SCHEDULED -l)�t�� 3:3�
PERMIT NO. a COMPLETED
ADDRESS��6� N�U✓L'�L1 AYZ►�'� � �J'�u�...
OWNER �T�/ CONTR. �t�`f"�Y��1 S� �
TELEPHONE NO.
� DESCRIPTION /�yt�
t� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 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 21 COMPLAINT
� 07 DEMO-FINAL 15 SEP IC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEP 35 HARO COVER REMOVA�
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL REfURN
�STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-460�
OwnerlContractor on site:
Inspector.
White Copy/lnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �—G'Ov 2�at�
INSPECTION N ICE SCHEDULED �f-�`�� �:od
PERMIT NO. � •��If� COMPLETED
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TELEPHONE NO. �g�C'� I��3 Y''��6i�� "rJ 7� d�Z� ��i46 CX
� DESCRIPTION IC 0 u /l C / ��--
lL 01 FOOTING 1 MECHAN AL RI 18 EXCAV/ RA ING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SE 21 COMPLAINT
v 07 DEMO-FINAL 15 SE TIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI � L 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: � 3 ��� I�hl� U71 ��1���
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O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. Z49-4600
OwnerlContr �on site•
Inspector. �l �� -c��
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �6"� �' �
INSPECTION NOTICpE SCHEDULED � �� �g���
PERMIT NO. �D�`12 COMPLETED l,l_q O� �Cl-
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TELEPHONE NO.
� DESCRIPTION 5���G- ��1'J1r j
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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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
� 07 DEMO-FINAL 15 INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL RETURN f CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call f e next i tion 24 hours in advance. 249-46�0
OwnerlCont ac �n si .
Inspector.
White Copyllnspector's File Canary CopylSite Notice