HomeMy WebLinkAbout2000-P03410 - new septic PERMIT
C,���'� OF ORONO
2750 Keiiey Parkway- PO Box 66 Permit Number: Po3aio
Crystal Bay, Minnesota 55323 Permit Type: septic
(612) 249�600 Date Issued: 12ii9i2o
SITE ADDRESS: 1280 Lyman Ave
WAYZATA,MN 55391
P ID: 3 5-118-23-34-0014
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Sub-type(s): New Septic System
Permit Type: Septic
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Vatuation• $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: SWEDLUND SEPTIC OWNER: G MARC WHITEHEAD ET AL
9520 LAKETOWN RD 38 ADDRESS UNASSIGNED
CHASKA,MN 55318 MN 00000
THE UNDERSIGNID HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMI'ROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CI'IY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUII.,DING CODE REQUIREMENTS.
��7� h � \J ' ' -'
�h O�-/� o� "�! �.(�(�
,������� ISSLJED BY SIGNATURE
Copies:City,Applicant,Assessor,Finance Page 1
CITY OF ORONO SEPT'IC SYSTEIVI PERNIIT APPLICATION
Boa 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB STTE ADDRESS �''� �� �-Y'� �� r' " ���
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 �
Repair Eaisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: Phone Number:
Mailing Address: City: Zip:
Contractor'sName: UI�DL1,( ri�.2� �P7—/G PhoneNumber: �L�L�- ��!5-�
11�Iailing Address: �S�D L�-1-X�D uJ 1U p�1_City: C�f�A���4- Zip: _�S�/�Q
*** DO NOT NIAIL PAYMENT`ti'ITH THIS APPLICATION***
GENERAL INSTRUCTIONS
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 cazd is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) 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 following inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jaz 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 holding�1PCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must i.nitial 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) ./O��gal. 2) �4�a1 3) �al
B. Pump Station(if required)
Pump make&model AY lYIC,'�ONH'(-D (atta.ch pump curve&
literature); system design requires � pm at �o feet of head.
High water alarm make& model �v� �+���'`� . 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 Q' x -�'
Drop Boxes Sand bed dimensions�' x 4l '
. Distribution Box Pressure Dist. Pipe Diam. Z "
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 Qrono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinanc of the City and the regulations of the State
of Nlinnesota,and certifies that all statements made t 's application are complete,true and correct.
Signature ofApplicant Date: ����� ��
MPCA License No. ��0
. � . .
--------------------------------------------------------------------------------------------------------------------------
StaffReview: Approval Denial
Reviewer: Date•
Reason for Denial:
' � SEPTIC SYSTEM APPROVAL
O ���CTOR'S CQPY �SPEGTOR'S C���
� � ���.
� �
. , ; .,,,. ,� CITY of ORONO
r��, !�; Municipal Offices
� � �ft� �� G~,;-
,, Street Address: Mailing Address:
� ���9$'EggO�'%� 2750 Kelley Parkway P.O. Box 66
__-_—�� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner/�JRCN ET'fP� �l�U i�d�R5� �i�i� Phone (Home) (Work)
Address �2-c�c� �ym,�n �¢V2nt,�.[1 City��A•/2�tW State� Zip i5�3�f J
Site Evaluator J-P �%�t�°� State License # �3�� Phone# y9�-35 6 6
Type of Establishment: Single Family_� Multi Family
Commercial �n Garbage Disposal Yes�_ No
No. Potential Bedrooms � Est. Gallons Per Day 6��
Water Meter Required: Yes_ No�C Soil Sizing Factor , y5 �rp�{__/� . . 3 ,�F�/��q>
Perc Rates P-1� P-2/�, P-3 j]�j� P-4� P-5 C 7,E,P 6 3�,� P-7
Restricting Layer Depth B-1 il�'� B-2 I4" B-3 i b" B-4 t b" B-5 f L" B-6 �2"
Type of Treatment System:
Standard )C Experimental Alternative
Pressurized Mound System j�, At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size ��l`�� # of Tanks 2- Lift Tank Size l �C)C�
Pump Brand `�Z !fP GPM �3 Head 2�`
Treatment System:
Minimum (�Q'}5s'7t�yb•�i��� Square Feet with�inches of rock below pipe
Type of covering Fabric�_ 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 Oron subject to existing regulations and
the following conditions:�,a;�}n j,J 2�' t� ����t���Y!i nes� �ro�C'cf A�-� �f 7�,1 C`�.t� 6'R
` t . l.l � ivtcni dF 2�" wA�hec� S��YtD StI��� i tER r�D ,
By: � ' ) -G
Chris Pence, On-Site Systems Manager
*����+ �i r W��
�Q� ���� ����z�-=) ����� � / t �. �:� 3 .
� r������. Y �.
Telephone(612)249-4600 • Faac(612)249-4616
• • r
S�P TES TING� I��. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License#394
/2 sa �y��.n A���
REVISED
October 9, 200�
Archetype Builders� lnc.
Lot 1, Lyman Woods
Orono, Henn. Co., MN
This on-si#e sewage treatment system is designed for a Type 1, four bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and toca!
ordinances.
The soils on this site are SCS soils mapped - EnC - Erin loam. The seasonally
saturated soils were located at 12" #016" (mottted soil). Due to the seasonally saturated
sails, a Pressurized Mound System will need to be instalfed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
An Interceptor Drain will need to be installed 10' from the tce of the mound a minimum of
4' deep using drain tile with filter cloth. The first 100'will be backfilled with 3/4" to 2-1/2"
diameter roc{c writhin 12" of the surface and finish off the backfille wi#h loam soil. The
total lin.ft. of tile is 180'.
The soils at a depth of 12" have a percotation rate of 30.0 mpi.
A lift pump will be needed in the lower level to keep the tanks shallow� 75' from the
wetland.
A pumping chamt�r will need to be installed to tift the effluerrt to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather pr�f enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump failure.
1
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SET- BACKS � � P -��-�--- � � I o' � �- � . .
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HOUSE System must be= � � - '��� � ( �-��-=--9-- �
TonSc�Q� from pc�operty Gnes � X - � 1-��n�..a C�A St(��.. W�o-��_.
� (rom w�ei15 qb�.S
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-��.��-C �P.�M'Q �.V��� �9. from b:dgs. � . utr�.4�.�p
Q� ia���� >>.a �i -�;; TreatmeN orea - fran bSces,��
w w F�cr- �-�,�'�.tu � NOTE=f'�a+�rer supply and switd�es mat be locoted in a
lL���G "��-i-��S TreotmeM oreo ��from Properh►Gr�s �ott� p�oof e�lowre a�ts�de the p�unping cttiomber and manhote
s�tirL.t.auJ A �5''�uw� �6�Al.�CF,ics..+`�a► t� .2��from weUs
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��L���' ?� ::, 1�'i om te�es SOIL BORI[�'C EI,.EVAl10NS
� � � � - , ' t t�' �� -
�umic� . � 'fHa� EL.-9�•a ���*I�- ��.�.�
-35`- �r�- • o �'{. 2 EL.��•�o
- Toi�lc � Tank - �?o L g��/�Tti+3El.- y� •1
Oroa to Tonk PRESSI�tE OlSTR18UTlON MOU�tO S1fSTEM TH:'4 El.:'���•s'
� �-{'S �-���,g
N',u�t"to 8� � pumping
N1ax.INto4� � �f�P �1i- U�GS ��1Av�oc�J � �eC EI.�VATiOV ot PROa0SE0 PUhAPWG
�4��Io6N�u:pipe . - P�oCHAMBE�R;4�� t�=oo���l�o.p
. SYSTEM OESiGN -MOUNO ' ' �' � t-o w�-s-� �-u�o g - �►bq.��
TYPE-Z,�BEOf�00M , Averoge Peroolafion rofe �•�minlmch(design.83sq.ft treotment ocea pergoi.of drnly sewoge flow)
boo gdlday x.83sq.ft/qd�sq.ft.of treatmeN area +10%=s�sq.ft. (�IOftvrid�= 5�fi.lerx�th of bed orea�side sbpe nin.'ito t x y._°heigtt= � b ftx�fklartia-area c�eQad)aJ�E".
Clean rodcoeeded- .�.2_s9-fttreotmentorea x •1�'_depthafrodc=_��..a.ft=27=a.1_a.yds(3/4�to21��da.,indudes 2'�of rvdc above p'ipe) t��� su�.�.o o�-l� a•o � .
-�`�A�� Cle�sand f�l bebw rodc needed��cv.yds. oppcox. sondybam backfdl�a�yds.oppcox., topsod 6��24uYd-Y��MMf�cr�fo_.AvQ yo�o -Co -foQso�t. /08 _ ��-�G�,.�vs
W p1slt�-O ' - • - - . ... . . .�c 1��'.t°05�-�i-�e z:.le'; F1L?ill.-�
Numberof lrnks requred a , Istta�c�000 gol ,2ndtmk/000�m�nirnn�s fws P�rnP��� LH�amt'�E�R- __ . _ . . . .
p�unping d�ocnber copacity- 25% of d�ysewoge flow of. �o go1.=.L��g�+resc�ve s�aage of 150yh��/BI�Sd.�.gol+p"�pebodcd�o"r�a�e- - _ �'gL'�}�"��4� ���'9�S
of��gd./IOOGn.ftof�.�d,a.svPP�Y P�Pe, I'uLftneeded !�O � 3 I gd.i monifo� �`�goV100Gnft of a da.p"�pe.fnftneeded � ��gvl, PROPERTY Oi'�`'` W�
total copadty needed '��g�.(P�us area for pumP) essrc.rn�,n. 00 9wl.cap, � ,. a.-S', Vti� 1 a� �
Distn"bufion pipe l�da., ��fntt. ��-da.periac�niions���apart � - v� l0- _p� ..
Pump s¢e ��3.hp. (pumpable oopacifyL�gol.4c�rdes/doy) J Lc�o d U � H�f�v Pe-E�s �Qi��3R'a�'� 4� ao.� 1 ►,�,.n_
-7- S-P TEST/NG ! C
Note� �Yhcn oonsl�ucting bcd � , Ihis orea� shouti be shoped Note= Oistonce t�om tceotment o.eo b ne+ghborinq weps— , OesigneC 9y= L� �• - �' . _
b'dnrerl n,n-ott from e�tering treatmeN orea. � ���'� '«"�` `i�1 xl�,_t. /�o . .: . `
. �iute='�' �J1�Oc�, PH. 612-497-.3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW �•das�•e•Fl�,u►o.u��a
Estimated �_�8Pd r� �.i �wn �m �'
or measured__x 1�_—.--^�pd.
UID VOLUMES 4 e o m �� �
B. SEPTIC T�iNK LIQ a � �s m '°
, a- �o o c� gallons . � '�°
. I ' � i� ��is c° �
C. SOILS (refer to site evaluadon) �
1. Depth to restricting layer��_i�nches,=_feet �� ,,,�...�w •+�, "''"•"
2. Depth of percolation tests= � a y inches "'-- �"'�' �'"'••'''"� '"'°'""
�-�-� L��w� Percolation rate,�..�?_ p' '"" "° �"' ��
3. Texture o. m 1 ;»w �� 'y�'0°o �
4. Land slope 3�7Q��o '�'�'S � t`U��.-� • 7.�w r f000 �000 '�
D. R .
1, Multiply flow rate by 0.83 to obtairt required area of rock layer. A x 0.83 =
�„os__gpd x 0.83 sq. ft./gpd = ��sq. ft.�,o�� = s�»°
2. Select width of rock layer(max 10' if<120 mpi_max 5') _ /_ft.
3. Length of rock layer�area+width=
• �_y2.sq. f t+ _1=_ft•_�ft
, �dth , /u . ft .
<1.20mpi <10' �n s' fr
>1.20mpi c5'
E. ROCK VOLUMfi
1. Multiply rock area by rock depth to get cubic feet of rock;�2,sq. ft x �•�s'
ft._�cu.ft.
2. Divide cu. h.by 27 cu. ft/cu.yd. to get cubic yards;
�cu.ft. +27�_cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; a � cu. yd. x 1.4
ton/cu.yd. �a2.tons.
F. ABSORP'ITON WIDTH ��w�a�a st�z�ei.
1. Pezcolation rate in top 12 iaches of soil is 1�.y mpi �a��.� ��,�. �` �"�
Texture /L�1�! Lc��v� cM�ii .�+� �..r�.ww
�.�we..ai �e•�+.:..a iso i.00
a�a� s..a uo i.00
,2. Select allowable soil loading rate from table; `»; _„�,�„ �° z�
L• � BPd�� � ii»� m�� wo i�
�t a f0 C�t Lw 0.4S 2.67
3. Calculate adsorption width ratlo by dividing rocic layer
flo�it�Ai�130 �r 0.�20 6.00
loading rate of 1.20 gpd/ft2;by allowable soil loading rate;
1.20:gpd/f�+�gpd/�� . a•_.
4. � Multiply adsorptlon width ratlo by rock layer width to get �
required.adso=ption width;
,��,x.1�_ft=��:2 h
�
G. DOWNSLOPE BERM WIDTH s'°a:- c�1'
1. If landslope is 1% or more .,,.:� ..
subtract rock layer width from adsorption width ; : * �«� „,•'s ,: i
to obtain m;�;*num downslope berm toe .:�a�s�,d � �e1c1 ' j� ' �� �
�,�ft-11L ft=J�_feet atural So11 3�o _ 6�T°p�''
2. Calculate Minimum mound Size �,wus�.o�•
a. Determine depth of clean sand fill at �wa� D°''""S�""dm
upslope edge of rock layer. � n ��wa�,
Separation 3' - /•� ft= Z•� feet �'O _
3�i�
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 . .:.�w;d�;�:.
ratio. Select berm multiplier of . . ;; � , ,,,a^ � :.
d. Multiply berm multiplier by upslope mound :;::�'"'d�' i'4i��'�"�"�� ��,.'.°�.,�►'���. �'�'°ne`"'a�n
N w '�f VNidth ,Y P�.y�Pk�4 y -1�-
height to find upslope berm width: '1(, � `������ �' ��'s�`�'����
T---�.-- feet s'Q ': ; , �F t, u�:j::;:,,�:�.::�.:n �(� t
- - �i ��., � c c � . '� r f . i 3 :.
e. M u l t ip ly roc k layer wi d t h by i :. .. . , :
R . ., ,,:.� ��. .
.. ,.�. , ... .
.. ... .
landslope to determine drop in elevation; `
�° , nov�+alope w�
� Absorptl
�x 3 %+ 100= - feet ± �
f. Add depth of clean sand for slope
� .� �'. ... .. �, :::= :.. �.. �. :�t,-;:. i :..
difference (2e)at downslope edge,to T����
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
ft+ ft= u , o feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of �t.S'�
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
�i.S�I x 4.D =�_feet s�si.opE Mcn.��xs
i. Compare the values of step G.1�.Z
and Step G.2h�� i''aa eam��r�moo� �� ptl�°r�o�.��
Select the greater of the two values as the �� ����.e� e«���n�
downslope berm width; 1 � feet
j. Total mound width is the sum of � � � � � � � � � � �
0 3.0 4.0 S.0 6.0 �.0 3.0 4.0 S.0 6.0 7.0 8.0
upslope berm(G.ZGl� ( 3.09 4.17 5.26 6.38 �.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width(D.2� Z 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90
plus downslope berm width(G.21�� 3 3.30 ..(4.54�? 3.88 7.32 8.86 2.75 3.57 4.35 S.O8 5.79 6.45
,�.�_ft+ 1�) ft+.��ft= � ,�feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
k. Total mound length is the stun of upslope s a.ss s.00 6.67 ss� io.n z.6i 333 a.00 a.bz s.i9 s.�i
berm width(G.2d)plus rock layer length(D.3) 6 3.66 s.26 �.ia 9.38 i�.m a.sa s.z3 3.ss a.ai 4.93 s.ai
plus upslope berm width (G.2d�� � 3.80 S.S6 7.69 10.34 13.73 2.48 3.12 3.70 4.Z3 4.10 5.13
,��ft+��ft+��ft= �_feet $ 3•95 3.88 833 1 t.34 t3.91 242 3.03 3.57 4.05 4.49 4.88
9 4.t l 6.25 9.09 I3.04 t8.92 236 2.94 3.45 3.90 430 4.65
!0 4,29 6.67 10.00 15.00 13.33 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions: 11 4.48 7.14 11.11 17.63 30.43 226 278 3.23 3.61 3.95 4.26
12 4.69 '7.69 1230 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
�-I t� X � /
pirn;tp��ECII�N PROCEDURB
A. Determiae puatp eapadtp:
Gravitq DiatribuHon
1. Miaiatum auggestecl is?A gpm
2 MttXiatttal auggested is 45 gpnl Pnfaratlon ia GYM
Had Pafontlon diaauter '
Pressure D3atlbntion Eac t�ehes
3.a. Select nuasber of perforated laterals= 7 2 � 4
b. Select perforatioa spacirig: 3 fa� �.oa O.sb' 0.74
c. Subtract 2 ft.ho�n the rock laya length. �.s o.69 0.90
S 5 -2 it==fee� , zob o.so i.o�
d. Dete�rali�ne the nutnber of apacea between pe:forations. a vr�lA foot��hoa+a.
Leagth perf.apadng=�ft.+�s._�•12.sPaces b U�e 2A het toe anyt�►g e1�e.
e. �apaas+1��_Paforatio��lateral�
f. Multiply perforattona per laberal by nuanber�f laberaLs to �� �i
get total avatber of perforations.� x .�� 5 .Pe:fosa�dons.
8• �r X '�'=},�gpm'
SELBCTfiD PUMP CAPACTTY* �0 ggm
B.Determine head nquiremenb:
1. Elevation differaia between puanp amd poiat of discharge.
_�_feet
2. If pumping tc a pressure dist:ibu�ion aystmt,five feet for pressure s°"°"m"""r"°'
requir�d at ma�ifold if gravity tem,zero. ' � �''-�
�feet '�a�'�'�'
3. Frictioa loss
a. Enter hiction loss table with gpm and pipe diameter. a.r.�,cur.�..+«
Read Eriction loss in feet per 100 feet from table(F-14). a�' ,,,._„
F.L= �.� fti/100 ft of pipe ' . . ................ : 6�
b. Detera�ine total pipe leagth froat puatp to discharge ....................•
po3nt Estiaute by addiag 25 percait to pipe length for�itting
loss,or uae a Htting losa chart(F-15__feet).
Equivaleat pipe length-1.25 ttmes pipe lengtl�_ . • •
_1?4 x�.25•��Eeet Friction Loss in PlastiC Pi e
c. Calculate total friction loss by multtplyiag
ixictlon loas in h/100 ft by equivulent pipe length. pi�1
Total friction losa: �,_�_x; �=100;= � feet
4. Total head required ia the sum of elevatlon diiference, �ow�� 1.5" 2" 3"
spedal hesd requirements,uu►d total friction loss.
SP�
20 247 0.73 0.11
�_+,�+�_ ?S 3.73 1.11 0.16
' (1) (� (3c) 30 .5.23 1.55 0.23
35 6.96 206 0.30
'TOTAL HBAD . �O feet 4�S 119� � 0 48
� 50 13.46 3.99 0.58
C. Puatp selection �� , s 60 o:s2
65 6.48 0.95
70 7.44 1.09
1. A pump�must;be s'elected�to deliver�at�least` ,
_�gpm (Step A)..with:at;least '��_feet�of total�heati(Step B).
i
L-13
•CERTI��ICATION # 00627 Logs of Soil Borings
Location , or Project Marc & Tracv Whitehead, 1220 Lvman Ave. o :� l ,Orono
Borings made by �-p Testinq, Inc. Steve Schirmers Date 11-12-90
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
feet Surface e.3evation 976° 2 feet Surface elevation 976. 6
0 - 0 - -
Topsoil dark brown loam Topsoil dark brown
� r IIt� 0 - 10" loam
1 - Brown clay loam 1 -Dark ra �� , „_
8" - 1 ' 4"-MOTTLING brow �oa�i 10 - 1 2 MOTTLING
olive 1' 4" - 1 ' lo"��°amns���
9
2 - 2 -
Rustyolive brown
clay loam strong
3 - 3 -
Rusty olive brown
clay loam strong
1 ' 2" -3 ' 10"
4 - 4 -
Rusty olive brown
clay loam
3 ' 10" - 4 ' 10"
5 - 5 - Rusty olive brown
1' 10" - 5 ' 4"
Rusty olive brown loam loam
6 - 5 ' 4" - 6 ' 6 _ 4 ' 10" - 6 '
7 - 7 -
8 - -- 8 - -
End of boring at 6 � feet. End of boring at 6 � feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not pr�:sent in hole X Not present in hole X
� .
Mottled soil : Mottled soil :
Observed at 1' 4" feet of depth. Observed at 1� 2�� feet of depth.
Not present in hole � Not present in hole
Comments : Comments :
L-13
•CERTiF�ICATION ;k 00627 Logs of Soil Borings
Location or Project Marc & Tracy Whitehead, 1220 Lvman Ave. Lot_ 1 ; Orono
Borings made by S-p Testinq, Inc. Steve Schirmers Date 11-12-90
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface e.3evation �74 •1 feet Surface elevation 975 .5
� Topsoil dark brown loam � Topsoil dark brown loam �
0 .- 8" 0 - g"
1 _ Brown clay loam 1 _ Brown clay loam
8" - 1 ' 4"-MOTTLING 8" - 1 ' 4"-MOTTLING
2 - Rusty olive brown 2 - Rusty olive brown
clay loam strong clay loam strong
3 - 3 _ 1 ' 4" - 3 '
I' 4" - 3 ' 4"
Rusty olive brown
loam
4 - 4 - 3 ' - 4 ' 2"
Rus�y-olive brown �
loam HIT ROCK
5 - 5 -
6 - 3 � 4�� _ 6 � 6 r
7 - 7 -
g - .- g _ .
End of boring at 6 ' feet. End of boring at 4 ' 2" feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours �after borinq. hours after boring.
Not present in hole X Not present in hole X
� .
Mottled soil : Mottled soil :
Observed at 1 � 4�� feet of depth. Observed at 1 � 4" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
� L-13
• CERTIFICATION � 00627 Logs of Soil Borings
�Location or Project Mar & Trg -Y �n]$itPhaa� 1220 Lyman Ave. Lot 1 � ,Orono
Borings made by S-P Testinq, Inc. Steve Schirmers _ Date i1-13-90
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight
. , or Bucket X
Depth, IIoring number Depth, Boring number 6
in in
feet Surface elevation 972.9 feet Surface elevation 972 • 6
� Topsoil dark brown loam � Topsoil dark gray
0 - g��
loam
1 _ Br W�o��ay8" - 1 ' -MOTTLING 1 _ 0 - 1 ' -MOTTLING
Rusty olive brown clay loam Rusty 1 � _ 1 ' 4" gr��a�rown
1 ' - 1 ' 8"
2 _ 2 _ Rusty gray clay
Rusty olive brown loam strong
clay loam strong
3 - 3 - 1 � 4° _ 3 � 4"
4 - 1 � 8�� _ 4 � 4 - Rusty..g-�ay c•lay
Rusty olive brown clay loam loam
4 ' - 4-1/2 ' 3 � 4�� _ 4 � 8��
5 _ Rusty olive brown 5 _ Rusty gray sand
loam y
loam
4-1/2 ' - 5 ' 8"
6 - HIT ROCK 6 -
4 ' 8 ' - 6 '
7 - 7 -
g _ ._ 8 - .
End of boring at 5 ' 8" feet. End of boring at 6 ' feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X Not present in hole X
� '
Mottled soil : Mottled soil :
Observed at 1 � feet of depth. Observed at 1 ' feet of depth.
Not present in hole � Not present in hole
Comments: Comments :
. � • •
• CERT.#00627
. PERCOLATION TEST DATA SHEET
• a.m.
Percolation test readings madc by S—P Te�t i nQ, __7 nc. on 11-13—9 0 starting a� �= 2 4 ,m.
IJurr) ..
Test hole location 12 2 0 Lyman Ave. Lot. 1 �Hole number 1 ,Date hole was prepare�i 11-12—9 0
Depth of hole bottom 12 �nches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — R" Tnr��c�i 1 r3ark hrnwn 1 nam
8" — 12" Brown clay loam
Method of scratching sidewall Knif e
2
Depth of gravel in bottom of hole inches
Date and hourof initial water filling 11-12-90 �pt�S�initial water fillin,g 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon
,Maximum water depth above hole buttom during tes� 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Rcmarks
minutes inches level,inches minutes per
inch
• 8 : 08 prefill 6
8 : 24 8: 54 " 1-11/16 17. 8 30 min
9 : 05 9 : 35 " 1-5/8 18. 5 " "
9 : 42 10 : 12 " 1-9/16 19 . 2 • " "
� .
Percolation rate = 18'5 ►*�inutes per inch. .
� r . •
CERT.#00627 '
. PERCOLATION TEST DATA SHEET
a.m:
Percolation test readings made by G—p TPGt i n�� TNr__ pn 1 1 -1 3-9�starting ar R - �5 p,
r.��r� .
Test hole location 12 2 0 Lyman Ave. Lot 1 �.Hole number 2 ,Date hole was prepared 11-12—9 0
Depth of hole bottom 12 �nches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texwre
0 - 10" Topsoil dark brown loam
10" - 12" Dark gray brown loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water 1'itling 11-12—9 0 D�pttt�o�'��ial water fillinQ 12 itiches 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 tesr 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8:08 prefill 6
8: 25 8:55 " 2-1/16 14.6 30 min
-- -
9 :04 9: 34 " " " " "
9 :43 10: 13 " " " � " "
Percolation rate = 14.6 �„inutes per inch.
, � , . ,
CERT.#00627
. PERCOLATION TEST DATA SHEET
a.m.
Percolation test readings made hy �—p TPGt i nq� TNr_ pn 1 1 -1 �-9(1 star[ing a� R - �� p.m.
w�«i .
Test hole location 12 2 0 Lyman Ave. Lot 1��..Iole number 3 ,Date hole was prepare� 11-12—9 0
Depth of hole bottom 12� inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
Date and hour of initia] water fillin,g 11-12—9 0��p�(���tial water filliqg 12 inches above hole bottom
Method used to maintain at least t2 inches of water depth in hole for at least 4 hours Automatie s iphon
,Maximum water depth above hole bottom during tes� 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8: 08 prefill 6
8 : 26 8:56 " 1-3/4 17.2 30 min
9 : 03 9: 33 " 1-11/16 17. 8 " "
9 : 44 10 :14 " 1-11/16 17.8 � " "
Percolation rate = ]7T6 minutes per inch. .
. � • .
CERT.#00627 '
. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 11-13-90 8 : 27 �
Percolation test readings made by o� starting ar p.m.
rJnrel .
Test hole locatio� 12 2 0 Lyman Ave. Lot l�Hole number 4 ,Date hole was prepared 11-12-9 0
Depth of hole bottom 12 � inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidew�ll Knife
2
Depth of gravel in bottom of hole inches
11-12-90 2:�30�� , 12
Date and hour of initial water filliqg ,Dept o ►mtial water filliqg inches above hole bottom
Method used to maintain at irast l2 inches of water depth in hole for at least 4 hours AutomatiC S].phon
6
,Maximum water depth above hole bottom during tesr inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
��
�� �� ��
�� � �� ��
Percolation rate = ti - � minutes per inch.
. , � � •
CEkT.#00627
. PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P me G t i ng, I nc. on 11-13—9 0 starting a� g = 2 8 �p•�
m.
Idurr) .
Test hole location 12 2 0 Lyman Ave. Lot 1 _ �I-Iole number 5 ,Date hole was prepazed 11-12-9 0
Depth of hole bottom 12 inches,Diameter of holP 6 inches
Soil data from test hole:
llepth,inches Soil texture
0 — 8" Tor�Gni 1 r3ark brnwn 1 nam
8" — 12" Brown clay loam
Method of scratching sidewall Kni f e
2
Depth of grave!in bottom of hole inches ,.
Date and hour of initial water�llin,g 11-12—9 0��ept�o�initial water filliqg 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC S iphOn
,Maximum water depth above hole bottom during tes� 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per _
inch
• 8:08 prefill 6
8 : 28 8: 58 " 1-3/4 17. 2 30 min
9 :01 9: 31 " 1-11/16 17.8 " "
9 :46 10 :16 " 1-11/16 17.8 � " "
Percolation rate = 1�' 6 minutes per inch.
. � � � �`
CERT.#00627 '
. PERCOLATION TEST DATA SHEET
��a.m.
Percolation test readings made by �—P Te G t i ng, I nc. on 11-13—9 0 starting a► g= 2 g
fJurr)
'Test hole locatio� 12 2 0 Lyman Ave. Lot 1 �Hole number 6 ,Date hole was prepare� 11-12-9 0
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" __Sor�soil dark gra� l�am
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches ,.
Date and hour of initial water filling 11-12—9 0 Dept�ot�initial water fillinp 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
,Maximum water depth above hole bottom during tes� 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8 : 08 prefill 6
8: 29 8: 59 " 1 30.0 30 min
9 : 0 0 9: 3 0 " " " " �� ��
9 : 47 10:17 " " " . " "
�
Percolation rate = 3 0.0 �„inutes per inch.
PERFORATEO LAYER OF GE07EXTILE IOAMY SANO CAP -
IATERALS FABRIC . PERFORATEO �AYERAL
..'�,�,r��Y�'�� � ""�-•-.�.. ••�•• • , GRA55 COVER 6 INCHES �
SANDY LOAM SOIL :� �: ,•• ; �.. "` +-;•••,,�•i:H;:,-i'• TOP�SOI� --_ . -
i" �'' ~�� CIEAN SAND FII.L
��i .y � j '��fi:'I _.r.
� •���•%: •� .:f•.. - � . ...
� : �. i;y AAAXIMUM SIAPE-- - �
i h+ 3 TO 1 �
LAYER OF GEOTEXTILE �� : st' �' EaN�RaK zo`_
•"�°':•;/y TOPSOIL �4 2/ INCHES
FABRIC OR 4 INCHES OF ;t � y.�� � ,�', ,�� P�oweo oR � '
HAY COVEREO gY � l ! , j f ; p15KE0 SURFACE _ /•5�0
BUILDING PAPER �'''� ,• , � r�/ / z uesoit • -
� t'L`' �/; �,• : " • -J, �� CROSS SECTION A-A
1 / OR Y �, .��:• / ,.,�' , f/
PIPE �ROM PUMP�•� :;�. �
'y I / �
� -'�� ' .:�� ♦
� J
�•' 'f, � �,J'� / P�PE FROM
3�•_21� • �,• /, .,,� � �/ VUMPING CNAMBER
CL�AN F�OCK �;:"��, y/•'�� �' � OIVERSION FOR .
6' TOPSOiL�,''� /f� ��' � # ,�✓� '�. SURFACE WATER W � ;
r,. �" ,�� /'� .� � c
..�.. ..' ' . ' 'f/� }.
'•'•. ~ � ` • �ri : �
% �r� '
�41'��•J.. � _ `I I_ / � . I i � i �� ' .
� .a ' ,� •�� �,3 •�� PERFORATED ; • � ' ,
•-1 ('9 i� ���iqX. ( •tATERALS � � �
_, :. -� -� • ,;�- . , ; i 1 .
.;; ""'�.� 2,.. r ,
... /• S ���P . � � � r:�i� j t•r.t�:•�; ( � ' � ��
�l �OpE ..J .;:,_ ..�:�;�.::;:x+..;:r ' ' I
SqNO AN •-• ...-. �.�.,�.4►,.l;k.�„ ' . � ; i ; '
F�l� `SOp' �js�� ��'�=��:�•'�;•, BEO AREA. I � ; „� u :
g E�q . :.M ..�,,.>,; � , _�, � Z _
Rpk N Y UR _�' .-�:.. : `_. " � W .
P ''�' '' `r'-`�. ; . J
ry ''�„'`�--` _ � ; � � I c
p r.. � 1 � i N � W • A
a�R1 R�� ...:%�-� ' " • � ; � ; i ; I m •
e �u
� �AYEF� . — — � ; i i � ; � — � :
INCHE I � '�'�� � I INCH _
LAYOUT Of PERFORATED PIPE IATERALS FOft - � � ' ' I .
PRESSURE O�STRIBUTION IN MOUNO • -
� �
� �_�
• �-'—— —'
PERfORATE� PLASTIC PIPE —
o�KE---.-�--jOMaz��"�'—c��
• TOTAL WI�TH .
�qVG
PERFOFtAT10N�ACED 36' ' �Rf AflQN � _ ' . .•• ' '�'
VIEW �aE�+MAY BE ��FO�TION j6« � OR I PLAN VIEW
• ---- ----
2 M PIPE LD ' _ _ —
ENO PERFORATION OF A PERFORATED LATERAI.l�--- �
fwm�Gva
PERFORATIONS ON BOTTOM Of
PIASTIC PtPE
- 9O L � 'Z�-s iz. . �t.:, TKMM , ..i�+ a �i''+!
.a r� � '•;,�"+«,: V�S��� t •^, Ler�N G��Nr11N FaArk(M Iar-
�s 'b(AITERNATE LOUTION � l•. _ ;,Y�ch NMr N M�r a Ww cwuN
Of PIPE FROM PU6AP) : � ndn oap�rl
P�rla lien Wikd Hxlaentally
Inle fMw Top
, ENp CI6P Q�r / ERA� � s�u pild Rock � ef RocM�ruo Edp�
Ar � ...�. , . . • ''
�// � ,`. �•��•.,"�•�• PMIaJIbro�Locol�d OI
� fpRprE� 2'PIPE FROM . w..'..,•a.�sdw tar« ea�a..��.�..a
/��/ � ER PUMPING tHAMBEFi -•
� /��NGt N 'e°w oa�.���ui.e ':'.
. • ♦J � •
F-R
:,}
REOWOOD, CEDAF� OR
WATER TIGHT 8� LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) '
PIUGS OR ELECTRIC CONNECTIONS— �'QLL ELECTRIC CONNECTIONS MADE
1 INSIDE BOX
2" PVC CONDUIT SCHEDULE 80 6.SPT LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED 6� LOCKED SETTLEMENT
SEALED MANHOLE RINGS 1
.FINAL GRADE
�' AT LEAST 12' ' '�
� BEIOW GRADE
UN I ON
WIRE FROM POWER SUPPLY
- ' PIPE IS IAID ON A UNtFORM SLOPE FROM
/�� . FdR PROPER NORAINBACK IL TREATMENT l�f2EA
SEALE� TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITH ANCHOR—� — HrEEP HOLE
ALARM FLOAT ON SEPARATE
EIECTRICAI. CIRCUIT
NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
START �FV�9_— � _ MUST NOT RUN OVER ANY TANKS BUT
- T - MUST BE t11ID BESIDE OT11ER TANKS
3"� � `� AND NUST BE PLACED IN CONOUIT
ALONG POST _
SF{UT_OFF I,E,V��Q_ _ __ _ _ EI.ECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOA1' CONTAGT.
0�� :
�
Figure F-8
.
METAL
COVER
.,+� -�
�_ _.��. � -�- �'� ._y
?l . l9 i -��'' ,. �_y:,.
, 1 •�_: t; I 'Y'.
• I > 1 �
% � ' v i
.a--�>_-�,_:..�
, - " �
CONCRETE ,.,+�`
MANHOLE '
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
. . � . �
,t� � �,_ `�,.
� '� VERTICAL SIDE1�'ALL SEPTIC T�1K -��
�FINISHED GRADE
-� AT LEAST 6"TO 12" SOIL AT LEAST
4' DIA. COVER 4" OIA.�
� AT LEAST I" ' � AT LEAST I"
�Alrl ..,,•,...
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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r09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Cali for the next inspection 24 hours in advance. 249-46��
OwnerlContr�ctor o��e:
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White Copyllnspector's File Canary CopylSite Notice
�� DATE TIME
CITY OF ORONO CALLED IN � /
INSPECTION NO�J ICE .� SCHEDULED ` �� '�� __;�
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i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Ca11 torthe next inspection 24 hours in advance. (952� 249-4600
OwnedContr or on site:
inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN /
INSPECTION NO E SCHEDULED �/ l �^
PERMIT NO. �� COMPLETED �Q �
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance. 249-4600
OwnerlContra on site:
Inspector. '�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITYOFORONO �D� �� CALLEDIN O -��/���
INSPECTION NO1LT'IC,,E,_,�.� SCHEDULED � �'-3v �
PERMIT N0._��'�'�7� COMPLETED ���-� � J�• �� l�.
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INSPECTOR WILL AETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Cail forthe next inspection 24 hours in advance. (952� 249-4600
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