HomeMy WebLinkAbout1995-007328 - new septic PERMIT
�ITY OF ORONO PERMIT TYPE:
' 2750 Kelley Parkway- P.O. Box 66 _ -
Crystal Bay, Minnesota 55323 Permit Number:
(612) 473-7357 Date Issued: :
SITE ADDRESS:
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DESCRIPTION:
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FEE SUMMARY:
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CONTRACTOR: -- "�:�:�_' i��:-;-:--. - OWNER:
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APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE
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CITY OF ORONO S�PTIC SYSTEM PERMTT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, l�IN 55323
JOB SITE ADDRESS: '� �C� C ��t� �i �� /J� _
Occupancy Type: Residential r� Commercial Other
Permit Type: New or Replacement System, $100.00 �C�
Repair Eausting 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: �c v(t v� PhoneNumber•
Mailing Address: City: �:
Contractor's Name: C�v c� l��< <( �u .��t� Phone Number: 7 Z�
Mailin g Address:r3� s��� City: Lc�r��/v 71p� S�'3�-7
DO NOT MAIL PAYMENT WITH 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 card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono 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 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 station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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: k1C Precast Concrete Other Manufacturer
Tank Capacities: 1) 1 W gal• 2) !2w gal. 3) j�?� gal.
B. Pump Station (if required)
Pump make & model l�" � v _ (attach pump curve &
literature); system design requires � 7 gpm at �R feet of head.
High water alarm make & model �n�,L�.� . Outside
electrical work to be completed by installer electrician �C
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. � Mound
Depth of rock below pipe " Rock bed dimensions !v 'x 6 p '
Drop Boxes Sand bed dimensions �'x 4� '
Distribution Box Pressure Dist. Pipe Diam. ��/� '�
Maniford Pipe Diam. z-
„
D. Final Cover/Topsoil to be: X bonowed 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 the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: ��-n-� ���~- Date: `'1- l f" ��
MPCA Certification No.: � � � Z--
Staff Review: Approval � Denial
Reviewer:
Date• ��
Reason for Denial'
SEPTIC SYSTEM INFORMATION
STREET ADDRESS
LOT 2 BLOCR 2 SUBDIVISION Tandem Pro�erties
Dickey site
MONTH AND YEAR TESTING DONE 12-19-93
ITEMS ALREADY COMPLETED Barincls perc. test� . ��r�tPm c�P�i rrn , an�
site plan
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT:
❑ BORINGS
❑ PERC TESTS
❑ SYSTEM DESIGN
� SITE PLAN A new site plan may be required if the house
location or elevations are significantly different.
❑ OTEiER
� COI�IIriENTS The alternate drainfield site has slopes greater
than 6i (�!) and a variance has been granted for the use of
this site. This site can on� be used as an alternate.
Also, an existing wel.l pi_t must be properly abandoned.
DATE THIS SHEET FILED January 13, 1994 BY Stephen Weckinan _
SUBDIVISION FILE NO. 1901
�%
DATE �. TIME
CITY OF ORONO CALLED IN ��-.�D`�'S ,�"� a
INSPECTION NOTICE � SCHEDULED i��� 14�
PERMIT NO. 7 3� COMPLETED �'
ADDRESS ��� � � ' • ���� � �� ^ ��
OWNER -���„ CONTR. C�r�-� /�Q
TELEPHONE NO. � � � " 7/SS�
� DESCRIPTION ��t`�L-z�� �=``�.��y�'t ir�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC 21 COMPLAINT
v 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER�SNT�AL'TQ�TO MEET�: ES_NO
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� COMMENTS: �l� � � '
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W� ❑ ORK SATISFACTORY:PROCEED ;_; PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED =- ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor o i •
inspector.
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White Copyllnspector's File Canary CopylSite Notice
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���'� r� �?, � �'�l�� �y �:. � � Posl OfTice Fi��x 66
` 'I�1�• CJ �a� ' �;,� � Cr}'slul ilay,111inn�.oln 55323�
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)��OC/`�.'I'ION: 2�80 Countryside Dr. W.
OVdNER: Tony Eiden
GI;NI?R11L CON'CRACTOIC: Tony Eiden SI?P'I'IC CON�I'RAC'1'(.,�R: Clover Hill �o.
SI'I'L FVAI,Ul1TC�R: S—P Testing RT:I'O�t'I' l�)�i'lT;: December 19 , 1993
, Approved September 6, 1995
'I'he Cit} of Ucono has__ __ ____ y ouur on-site syste.m dcsign as af __ _ _ __ �_
(a�Provcd-r,]is,���proved) (�.lalej
�vitl� thc follo�vii�g con�u��cnts:
TCiIS Ia NOT r1 PI;RMIT. �I�liis is a design app�-ovai i��nn �vl�ic.h r.n�.ast accotnpaiay tl�e site 1��,;.�u. A �?e�rruit txa��st
b� issued to a (iccnserl septic contractor prior to installation. A list of currerilay liccnsecl sel�tie contr�►ctors is
er�closecl.
NO"I'ICI; 'I�U 1N5'I'nl_I.CRS: �1ny chas���;es t« tl�r a{�praved ��lans an�� specs t��il��t liave prior ap�irt�vat of tl�e
1►�spcctor (473-7357). Call f;�r ins��ecti��ns 2.�� hours in arlvancc.
ALL DIt,hlNt�lE;Lll AR�i�S 1��1US"�'I3L I'C:NC['sD (�I�]'()I'101't0�7UiICIlI1�SILC(;X(;�V1�lOR illl(� FC11ClIl�111U5�I�1111111
in place until fin:.�l site gradinfi. l�.�proval fo pour footines wilt no[ be grantcd until thc Inspections Department
has verified tl�at primary at�cl a(tcri�ate sites arE: adequalely �zo(ected.
NO VI;kIICULAIZ '�'R�1I�PIC OF ANY KaND (cacs, tcucks, C1CII1 1110V111�, C(�tiip►ncnt, etc.) i� allov��ed willlirt 20'
of tested drainC'i��ld sitcs either before or aftr,r systr_rn construction. Coaii��acti��❑ of these areas r.ould rerlder tl�etn
unusable prol�ibiting ttac timcly cota�pletion an�1 or liu�iting tlie l��ug ��riiti use of tl�e property.
A site copy ���ill be av<iilable at th�� Cit>> Oflices for tl�e sei�tic contractor.
cx�r�� o�� o�zora �
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Ste���l�en � eck��� i�-siic S}st��ris Manager
'fLLC;I'i I(?NL?—473-7357 0 ['hX-d73-O510
2"1 �3 o C��N�Qy S,�� �2 w_
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S'P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 . ,
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
December 19 , 1993
Dickey site
Lot 2 , Block 2
Orono, Henn . Co. , MN
This On-Site Sewage Treatment System is Designed for a Type l , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - L+B - LeSueur loam.
A seasonally high water table was located at 18" to 34" , (mottled
soil ) . Due to the seasonally high water table , a Pressurized
Mound System will need to be installed . The bottom of the rock
bed must be located at least 3 ' above the seasonally high water
table .
The soils at a deptn or 12" have a percolation rate averaging
6 . 4 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
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 material 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.
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure . A warning device must
be installed with a light and sound device, this is in case of a pump
failure . Mercury tloats are a good method.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
The old well pit will need to be inspected for well abandonment .
The future expansion area is located on 8� slope and must be
approved by the city official . This site must be used for
future expansion only.
� s
Dickey site
Lot 2 , Block 2
Orono
(2'1
Keep all heavy equipment off of� the proposed treatment area before and
after construction. The treatment area should be marked off before
construction. This Design is r�ot valid & the System will need to
be relocated if failure to prot:ect the areas proposed for On-Site
Sewage Treatment occurs.
With proper installation and m<�intenance , this system should have no
problem in treating septic eff�luent effectively.
Nothing other than gray water , (laundry, showers , etc . ) human
waste & toilet tissue should b�� disposed of into the septic tanks .
Garbage disposals are not recommended. Smaller amounts of laundry
soaps , dish soaps , cleaning ag��nts , etc. are better for the system. �
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
��.� � .���
Steven B. Schirmers �S
SBS/ds
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APPRO�'�i7 AS �L��RAlTT'ED � _ � ��( �', f ,
APPf?OVED WfTH CURR�:T�N3 AS N0�' ,o��.� --�� o�o -._ ' " � 1�-��P AL� ��E�kv� �[�2U�4M�r�T �
, ���5� � ! �ro��.p 6r N��-r la'R-G--�S
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, NOT .4F`F'�O��Ei� C����EGT � BN�I; . � ,�,:g .� ,� , ��)
d:t�ese co;nments are tf� yc r r.�;m AN wo �� a: +A,,� x �' i � s / >-- `— _ �_ '�f�FcR-�G � �-'�!�� �-O}'s-��-'�-"�tot-.1
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�.th:ibAkk:, ilC+:��i� �rr � : •- ty not�.cl �7 e�t.`•... �/ `� 4, / �' �wrc�..L
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�� ,� 6 Percdo!ion Tests Scole= ���- SO
o ���t�� \ / � X$oil So�i�gs
� -�zc�r�c•�'r �es.� � � 1'—�_/ �Bencl: Mork
v��rk ��- . �, i /v / �f-
� o�' Note= �fhis system is to be constructed to mezi
iorb �/ I ( ��` / � i
, /» � i--- � / ihe M�r�esol� Po�lu!ion Con�ra A;ency
� /! ' li �,• � � Chapter 7080 & Local Ordinance
3 f �
;a ,/ _ � �10°S� �`` i �� t� /�����
.1 �/i lcoy��� � � ♦ - . �
� �' �� � /� P��� � ChE�ck all underground utilities
/ / ��p• Q�D`�5ti-�� p
�� / /- . P..1�Q�v v '3
E--�oS., � / ��os. J / _�u0'� �r Ll�l�rn�S[`�� _ .
�. ' !j / ��,_'�C_:`.' \ � Pft^vP�RTY CF����.r-�K S�—�� _
. �� I ,�' ,,�� `� � e�o4�,�� \� �c,-� a �.�LOL� � _
- i � � �sa�,�s --=-�—
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Coce:�3/��/`�; P*i.6;2-497-3566
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. SE?- 9aCKS ` --- .
HOUSE � System must be �
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. � _ c���� .,�\ -� �;- c 'r� t,v��-<'--+ . i
� ?onk � from property lines
UL�. A�,�,,��►�i � from weI's I
i � � f rom b'dgs.
L��F�Y��4 w�u 4� ��,�. i
� �i���P �� ��E '-^�,;,� • ;reC'm2r,' erea =�`rom !okes , .= strecros
� ��� L�` .�� Treatment areo z°� `rcm property lines NOTE� Power suppiy and switches must be locoted in a �
� w�c�-rAN�-s s�aL�.ouJ MaN�o�GS m�,T l�." �'�rom we'!s weather proof encbsure outside the pumpmg chamber and monhole
; . C�A�rF,c� 2��'•pm b!dgs.
� r -, /o �rom trees �.�. SOIL BORING ELEVATIONS
� ' r � e I�- �I
. � ,
�min. � _ � . THEI �► _ oo g -r 'a`l. -��.�d
� ' � a "d�a su ► grode�.% TH.'2�L.-L°�c� Z.��'� -�01�•a
� � Tank � i i � ..�I - 1 �o '- TH'�3E�.-1�`1•y 'C�t� 4S-�o�W.�
Tonk PRESSURE DISTRIBUTION MOUND SYSTEM
Drop to Tonk � I i �� TH�� �L.- - 't��9' -!o j1•7
�J � L'�t-a'�� M A��Fia vJ � I
� � Min. I��io 8 Pumping ?'H. 5 �L.- -
,� Max.i��to4� � ���� '���-�`�-S SN��.Lo�.�J Chamber EL`1/ATIO'J ot PR�P O S E D P l 1 M P W G �
; � � CHAV.9ER-q��.v L�, �s,n� -�3.c�
4 t o 6 �d i a. p i p e �q�pv���v., . �(oP O'�Bt..oc-�- 10o y,o
I SYSTEM DESIGN -MOUND +� L;,,r,��� ��oc�^a- ��H•o
� TYPE-y, 5 BEDROOM , Ave�oge percolotion rate �`-�min./inch (design.83 sq.ft tre�tment area per qal. of daily sewage flaw)
i
' '��o gal./day x.83sq.ft./gal.�3 sq.ft. of treatment areo +10% _.��sq.ft. (.= IOft.width= � ft.length of bed area +side slope run�to i x 3._3 height= 3 ft.x1�ft.lawn�area needed)
� Clean rock needed- ���sq.ft.treotment orea x ��°�� depth of rock�1`�cu.ft=27= a� cu.yds.(3/4�to 2!/��dio. ,includes 2��of rock above pipe) �
��s�� Clean sond fill below rock needed ��L�cu.yds. approx. , sondy loam bock fill a� a.yds.opprox., topsoil 6�� �� cu.yd. ��L�•__SA_ -NO—p=�C�=► �•�-
�-=Gfl�?��1J_D �C� �00 .Z�°70 �fl T�P 501L�F 1R-R4 t�►��RQ SI.oP� � .I �''-Y9_��AL�
N u m b e r o f t o n k s r e q u i r e d �, I s t t o n k�� � g o l. , 2 n d t o n k oo� gal.minvrxms P�U s P�m P�N u =��m pE R- . .
Pumping chamber capacity- 25% of dailysewage flow of '� gal.=�gal.+reserve stornge of 150cc1/B1� � � gal.+pipebackdroinoge— pR�p`�TY 0�: �.`' `'�� 5�-�-�
of � `� c,pl./IOO lin ft.of���dio. suppiy pipe, lin.ft.needed � �� , � =� gai-+ monrfo!d�goi./IOO IiR�t of���dia.pipe, I�.ft needed� , Z- go!. Lo.� �� ����;�� a
totat capacity needed�°'Lgal.(plus area for pump) uS E rn,n. /� O gq 1,ca p, �,�s.,n N) }� . �}�Y� . C u .
Distribution pipe � ��dia. , �lin.ft., ��'���dia. perforotions�'�� ��oporf
Pump size ���hp. (pumpable capacity�3gol. 4 cycles/day) ���c�_��' 1i��o _���ss J, o�S��R'ac�c �� ���L�.__ ; S- P TEST/NG �/ G'.
• ' No!e � When consin.;c�ing bed - , tnis oreo shou�d be sheaed Note= D�s�once from treotment o2o to ne�gh�or�ng v�!!s— � „ � ��.,,._ �.�>%' ��
,.<< <. _ � es�..�ed -y�
r+-. ,n�� - ^ .p�!�--�a^' y _J �,�� �.. --] .�,avt� '� ' � . b �) GQ�'- JJO.�
., . .. .. . . � _.. _ � . _ _ . . � �_
_ � � MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd) ,
A. FLOW Estimatcd Sewage Flows in Galluns pa day
cgr�>
Estimated � v gpd (see pages D-7 or I-3,4, 5) �m�� ';
or measured -- gpd x 1.5 = - „�;�ms TyP�� TY�c�� Typ`��� ��
B. SEPTIC TANK LIQUID VOLUMES 2 30o z�s �ao
3 450 300 218 �
4 f.00 375 256 °�'b`
�- 1 a�o� I-�o�� gallons (see pages C-3 or C-5) s :�� 450 z9, "';;'
6 900 525 332 T��•
7 1050 600 370 m
C. SOILS (refer to site evaluation) a �Zoo 6�5 4oe `d,�„'
,, „ ��K��-�
1. Depth to restricting layer = �� -tv 3y inches a;,,''T,, a�� Scplk Lnk C�paci�ic;in Ryll„„,
�� Numbu of Minimum Liquid Liquid cypYcity v.�iih
2. Depth of percolation tests = I a inches ��m= c�.��h =ue.��ac,�.,i
3. Percolation rate � . 4 mpi zak�. ,�o „u
3 0`4 �Q(7p �50p
4. Land slope 5 % ,,`�9 � ;�
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
� layer: Daily Flow x 0.83 =
��v gpd x 0.83 sq. ft./gpd = �a� sq. ft.-+io`5o=��y
2. Select width of rock layer (10 feet or less) _ /D ft.
3. Length of rock layer = Area + Width =
��� sq. ft.1 _�ft. _ •�� ft. Rock Bed
r•l•!•1•t•t•r•!•f•r��•!•J•t�r
ti.ti.ti.�.�.�.�.,.�.� . �.�.�.�. T
f�l.J•t.t•t•l•�•l•I•t•t•!.r•f
ti•ti•ti•ti•ti•ti•ti•ti•�•ti•ti•ti•ti•ti•ti• idth 510(t.
. f•r•r•r•r•r•r•r �•r•r•f•r.r•r
���������•��~•�•�•�•�•'••�•�•'•• 1
E. ROCK VOLUME •f•l•�•:•:.�.:•:•:•r•f•:•f.r•:
►-- Length
1. Multiply rock area by rock depth to get cubic feet of rock;
�s�� sq. f t. x�.o a, ft. = 7� cu. f t.
2. Divide cu. ft. 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;
� cu. yd. x 1.4 ton/cu. yd. _� tons.
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is �.y mpi Absorption Width SizingTablc
!'aroletlonRe� Gatlom Ra�ioof
2. Select allowable soil loading rate from table on page E-; ���,������pu Soil Texturc per day per Absom�ion width
�(nch(MPI) squarc foot w Rock I.aya
.4 S gpd/ft� w,a�n
3. Calculate adsorption width ratio by dividing rock layer F=.��.�,.�o.i• c�s� .-- ___
0.1 b S Send 1.2(1 1.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�a s•• Fine Sand'• o.�o z.�o
6 to!S Sendy L�wn 0.79 I.52
1.20 gpd/ft2-�-��gpd/ft2= a.!�7 ia�o3o tA.m o.60 �.c�o
31 ro 45 Silt Loam 0.50 2.40
Check this z�ulue on page E-16. �b co ci.y� o.as z.��
6o w�m ci.y o.z� s.on
. 4. Multiply adsorption width ratio by rock layer width to get s�m,;;�^ c��r -- -_--
required adsorpHon width;
� a.�� x Io ft = a�. ft
__ . . . 1
J
_ Pt�'SEL.ECTION PROCEDURE
A. Determine pump capacity:
CGravity Distribution oro �a�oRanor� oF a PERFORATEO LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of a„„�,,,M
water use rate.
Topwll
2. Maximum suggested for delivery to a drop box of a home system is 2,700 .,, _..., ... ..,, ;,,,,�,._
allons r hour(45 m)to revent build-u of ressure in dro box. :i�' �,«,,,,s„w�,�,� '' '-° °r�°'•"���•F°°�k�a'°�-
S Pe gP P P P p �-:, :'�`�,�''�.a��,;,a�..a
a a� P«�«a�ton a��aa H«aa,�an�
Pressure Distribution � h„ , ,�„ �p
3. a. Select number of perforated laterals � '�. �+w �'" , N �.a.� �z•�o�aa.
� NI Rx .�• el RocR l.era
b. Select perforaHon spacing= '� ft. :,. - `:�; � .�.. ' P,;i«o;i�'��.e ei
c. Subtra 2 ft.from the rock layer length. x::�. c�w�s«�a�.a,.. ��'^^�•���••�,
�-2ft.=�ft. -
ak�no�su�� v.op�riy scv�n.a
B�Iw�Plockp Sand Lerer
d. Determine thc number of spac�s between perforations.
Length perf.spacing= (��ft.+ 7 ft.=a�. spaces TABIE OF PERAORAT1pN pISCHAItCES IN CPM
e. �a. spaces+ 1 = a�perforallons/lateral
' f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches)
get total number of perforations. � �
� x � �' rforadons. �" ��
�. �_-Z_pe
1.Qa 056 0.74
g ld'� X_, 5� _�gpm t s 0.69 0.90
P� 6�P�*{ 2.Ob 0.80 1 A4
2S OB9 t.17
SELECTED PIJMP CAPACITY 3`� m 3.0 0.98 t,2g
8P 4.0 �.�a i.a�
5.0 ].26 1.65
B.Determine head requirements:
l. Elevationdifferencebetween um and intofdischar e. aUsel.Ofooto(headfortesidentialsystems.
� P � � bUu 2.0 feet of head for other establishments
�_feet .
2. If pumping to a pressure distribution system,add five Eeet for pressure
mquired at manifold
� feet
3. Friction loss Pipc Lengih
a. Enter friction loss table with gpm and pipe diameter. � Point of D;scharge
Read friction loss in feet per l00 feet from table. reo�,
F.L._ � , L ft./100 ft of pipe Elevation Diffcrence
b. Determine total pipe length from pump to discharge p„n,P �._-.�;
point. Add 25 percent to pipe length for fitting
loss,or use a fitdng loss chart. Equivalent pipe F-18b
length- ].25 times�,�ipe length= 1.5 inch 2.0 inch 3.0 inch
� L`,� x 1.25 = a � �� feet gpm Frialm los�pa 100 ft of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= � �� � x = ' • +100=�_feet 14 1.28 0.38
4. Total hcad required is the sum of cic��ation diffcrcnce, 16 1.63 0.48
spccial head requirements,and total friction loss. 18 2.03 0.60
20 2.47 0.73 0.11
25 3.73 1.11 0.16
_�_+ � +�_ 30 5.23 1.55 0.23
�1� �Z) �3c) 35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HEAD a 50 14�73 3.99 0.58
LI feet
SS 4.76 0.70
60 5.60 0.82
C. Pump selection
� 1. A pump must be selected to deliver at least- 3�I gpm (Step A)
with at least �y feet of total head (Step B).
l�. �!UWN5LU1'L LJlhl. V��li��, 1 i
1. If landslope is 3% or more, subtract rock layer width from , �. �
. adsorption width to obtain minimum downslope dike toe for
absorption: ,�
�.�•'1 ft -� D ft = J '] feet (
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation /, 0 feet
b. Multiply rock layer �vidth by landslope to determine drop ,,,a,�,,,_ ,
in elevation; Slope Difference ,�.�
� x �% -c- 100 = . S feet ��-�
c. Add depth of clean sand depth of clean sand for "� " -���--�. -
separation at upslope edge (2a) to depth of rock layer to �`°:W "
rock depth and the depth of cover to find the total mound °°"'�°"''"'�"
�, `_
height at upslope edge of rock layer;
J. D ft + 1 ft + 1 ft = 3.0 feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3 -3�
e. Multiply dike multiplier by upslope mound height
to get upslope dike�vidth: 3.d x 3.33 = /O feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
3.0 + , S = 3,S feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
Select dike multiplier of S,o 0
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3.S x ,oo =�� feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of tlle t�ti�o values as the dowilslope dike �vidth;
! `� feet
j. Total mound �vidth is the sum of upslape dike R« 'tscd�WidJ,�_%���� ��psiopeD�i«�rvidc��������;•�:,:�•:;;.
��•idth plus rock la}�er ���idth plus do�rn�lo�e ::�:�:•:•�`. ` '' '`''� �''''�'`�`�' �•:::�:•`::�:'��;�::
'•�' '' Koc licd l.ength _ �_�
dike �vidtl�; ::�.::.���:;::�..-: ::�... .::
�D ft + 0 ft + 14� ft �� feet � 5i�> �o;ke.vVidih�� ..�..•.•••..'•, .....'•..'•�.'•..'•.Upslope�Dikewidih.�
� - � P F'� �1�_ �rl�r
k. Total mound length is the sum of u slo e
P P
�oo�:�;:iope.'a�fce`tv�dil,��J��'`::;:
dike widtlt plus rock layer lengtll plus
u slo e dike widt}�;
P P
- l a ft + G-`l - t r ` -��'- jt = _��_ feet � � ::�:.:�.�,::,.��,,��,-454.(-...... --r-�
I � + � Y -t 1`� _ /o /o
N ns upe ps o
a:� �:� s:i ei r.� 3:i t:� s:� � �i �:� a:�
s�io�
0 3.0 1.0 5.0 6.0 7.0 3.0 1.0 S.0 6.0 7.0 !.0
1 ).09 1.17 5.26 6.3d �.53 2.91 •.oi 1.76 5.66 6.5/ 7.11
2 3.19 /35 5.56 662 8.1/ 2.BJ 3.70 1.5� S.N 6.11 6.90
3 330 /.5/ S.RB 7.32 S A6 2 r 3.57 1.3� 5.09 5.79 6.15
t 3.d1 t.i6 6.5 :.a9 9.72 2.55 3!,i 1.17 1.&1 5.46 6.Q6
9 353 �.00� 6.�+? _� 6.:: _. . :0J7 .'.61, � �.00 l.f+2 S.19 5.71
6-- - -- 3.66 .. . 5.26 7.1� 9.J8 ]2.07 �- -2..it�-- 7.21 3.di �.11 �.97 5.11
7 3.80 5.56 7.69 tOJ� 13.73 �.t8 3.12 3.70 �.73 �.70 5.13
a 3.95 5.88 8.13 1151 15.91 2.Q 3.03 3S7 I.QS /.�9 I.B6
9 1.11 6.25 9.09 13.Oi 18.92 2.36 2.91 3.15 3.90 �.30 1.6i
10 129 6.67 10.0 15.00 2333 2.31 2.86 3.33 3.75 �.12 1.14
11 <.l6 7.1{ 11.11 17.65 7C.13 2.26 1.�8 3.I3 3.61 395 !16
71 4.69 7.69 1250 21.13 <3.75 2.21 2.70 3.1I 3.49 3.80 1.p8
. , • . . . . . _ . ' . � . �. .. . . --\�� --. ��:i
Location or F�roject Dickey site, Lot2 , Block 2 , Orono
I3�rinys made by ;-P i't�stinq, Inc . Steve Schirmers Date 11-22-93
Classifiction Sy�tem: AASHU ; USDJ�-SCS X ; Unified ; Other
Auger used (cl�eck t�•�o) : Iland_ X , or Po�•�er , Flight , or Bucket X
Depth , L3oring numt�er _ Depth , Boring number 2
in in
feet Surface elevation 1003. 8 feet Surface elevation 1006 . 2
J - - ---- --------- -- 0 - - -
Topsoil dark brown
Topsoil dark brown loam
1 _ loam 1 - 0 - 1 ' 2"
0 - 1 ' 8" Brown clay loam
2 - Brown clay loam 2 - 1 ' 2" - 2 ' 2"-MOTTLED 2 ' 2'
Rusty olive brown clay loa
1 ' 8" - 2 ' 10"-MOTTLED 2 ' 10 2 ' 2" - 2 ' 10"
3 - Rusty gray brown clay loa 3 -
2 ' 10" - 3 ' 8"
Rusty gray silty loam Rusty olive brown
4 - w/traces of sandy loam 4 - loam
3 � ��� _ 4 � ���
Rusty 4 ' 8" - 5 ' �oa�i bs°an� 2 ' 10" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 - �
I
--- -- �,
I;nd of lioring at 5 � feet . End of borinq at 5 � feet .
Standiny ��ater table : Standing water table :
preser�t at 3 � ��� feet of depth , present at 3 � 8�� feet of depth ,
19 hours after boring . 19 hcurs after borinr .
Not present in hole I�ot present in hole
Mottled soil : Mottled soil :
Observed at 2 � l��rfeet of depth . Observed at 2 � 2�� feet of aepth .
Not present in hole idot present in hole
Comments : Comments :
i l i . �, . , � . . ; .
Lccation or Project Dickey site, _ Lot2 , Block 2 , Orono _ _ �, ,
I3Qr�nys made by ;;-p ;-�7tinq , Inc . Steve Schirmers Date 11-22-93
Classifiction Sy�tem: �AStIU ; USDA-SCS X ; Unifi.ed ; Otiler
Auc=r used (check t���ol : I:and X , or Poca�r , Flight , or �ucket X
De::�h , I3oring number _ 3 Depth , Boring number 4
in in
feet Surface elevation 1004 . 4 reet Surface elevation —'
�J - -------- ---------- -- 0 - ---- - - -
Topsoil dark brown Topsoil dark brown
loam
1 - 1 _ loam
0 - 1-1/2 ' -MOTTLEDI.-1/ '
Rustyl-1/2 ' - 1 ' 10" d�oamgr 0 - 1 ' 8"
2 - 2 -Gra loamW� ' 8" - 2 ' 2"-MOTTLED 2 ' 2"
Rusty dark gray Rusty gray brown loam
clay loam 2 ' 2" - 2 ' g"
3 _ 1 ' 10" - 3 ' 3 -
Rusty olive gray Rusty olive gray
clay loam clay loam
4 - 3 � 4t 4 - 2 � 8�� _ 4 � 2��
Rusty olive gray Rusty olive gray
silty loam loam
5 - 4 � 5 � 5 - 4 � 2�� _ 5 �
6 - 6 -
7 - 7 -
I
8 - 8 - `
I
-- _i
I;nd of boring at 5 � feet. End of boring at 5 � feet .
Sta-:diny ��ater table : Standing water table :
pre�ent at 3 ' 10" feet of depth , present at 3 � ��� f�et of depth ,
1g hours after boring . 19 hcurs after boring .
Not present in hole Pdot E�resent in hole
Mottled soil : h;ottled soil :
Observed at 1-1/2 ' feet of depth . Observed at 2 � 2�� feet of depth .
Not present in hole idot present in hole
Com�ents : Comments :
� � , �. � � �. i� 1 . , , . � �;:s
Locatior� or Project Dickey site , Lot 2, Block 2 , Orono _
F3�rinys made by ;;-P �Pstinq, Inc . Steve Schirmers Date 11-22-93
Classifiction Sy�tem: AAS}lU ; USD71-SCS X ; Unified ; Other
Auqer used (check two) : f(anci_ X , or Pocaer , Flight , or Bucket X
Depth , I3or�ng number _ S Depth , Boring number 6
in in
feet Sur�acc� elevation — feet Surface elevation 997 • 8
J - --- --- ------ — — 0 - ---- -
Topsoil dark brown Topsoil dark brown
loam
1 - 1 - loam
O - 1 ' 8"-MOTTLED 1 ' 8" 0 - 1 ' 8"
b rw�i 1 ' 8" - 2 ' -MOTTLED 2 '
2 2 Rusty gray brown loam
Rusty olive brown 2 � 2-1�2 �
3 _ clay loam 3 _
Rusty olive gray
clay loam
4 - 1 � 8�� _ 4 � 4 -
Rusty olive brown
loam
5 - 4 � 5 � 5 - 2-1/2 ' - 5 '
6 - 6 -
7 - 7 -
I
8 - 8 - f
�
— �
I;nd of borinq at 5 � feet . End of boring at 5 � feet .
Standiny water table : Standing water table :
present at 3 ' ll" feet of depth , present at 3 � ��� feet of depth ,
19 hours after boring . 19 hcurs after boring .
Not present � n hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 � 8�� feet of depth . Observed at 2 � feet of depth .
Not present in hole tdot present in hole
Comments : Comments :
Location or Project Dickey site , Lot 2 , Block 2 , Orono
I3orinys made by ;-P "��stinq , Inc . Steve Schirmers Date 12-6-93 � -� '
ClassiLiction Sy�tem: AASFIU ; USD11-SCS X ; Unified ; Other
Au�.er used (check twol : ilanci_ X , or Po,�er , Flight , or Bucket X
Depth , I3oring number 7 �epth , Boring number 8
in in
feet Surface elevation 1012 . 0 reet Surface elevation 1014 . 2
� - - ----- --------� --- 0 - --- _ - --
Topsil dark brown loam
0 - 1 ' Topsoil dark brown
1 - 1 - loam
Brown clay loam
2 _ 1 ' - 2 ' -MOTTLED 2 ' 2 _ Br oam 0 - 1 ' 10"
1 ' 10" - 2 ' 4"-MOTTLED 2 ' 4
Rusty olive brown Rusty olive gray
3 - clay loam 3 -
clay loam
2 ' 4" - 3 ' 10"
4 - 2 � 4 � 4 - usty 3 ' 10" _ 4 ' 2" gr��amandy
Rusty olive gray Rusty olive gray loam
loam
5 - 4 � 5 � 5 - 4 � 2�� _ 5 �
6 - 6 -
7 - 7 -
I
8 - 8 - �
I
--- ---�
f;nd of borinq at 5 ' Leet . End of boring at 5 � feet .
Standing water table : Standing water table :
present at feet of depth , present at feet of depth ,
hours after boring . hcurs after boring .
Not present in hole X _ Not presPnt in t;ole X
hlottled soil : Mottled soil :
Observed at 2 � feet of depth . Observed at 2 � 4�� feet of depth .
Not present in hole t�ot present in hole
Conments : Comments :
Locat. ioi: or Project Dickey site , Lot , Block 2 , Orono
Bori:�c•s mad�: b ' � Inc . Steve Schirmers Date 12-6-93 ' `' '
, y :�-1 �estinq,
Classif ictio:� Sy.>tem: AASI-lU ; USD11-SCS X ; Unif ied ; Other
Auyer tlsed � �-�eck two) : Itanci_ X , or Power , Flight , or Bucket X
Depth , I3or_;�g number 9 Depth , Boring number
feet S�:r:ace elevation 1011 . 7 feet Surface elevation
J -- ---------- — 0 - ------
Topsoil dark brown
0 - l , loam
1 - Brown clay loam 1 -
1 ' - 1 ' 10"-MOTTLED 1' 0'
2 - Rusty olive brown 2 -
clay loam
1 ' 10" - 2 ' 10"
3 Rusty olive gray 3
loam
2 ' 10" - 3 ' 10"
4 - Rusty 3 ' 10�� _ 4 � 2" 9ra�oamn y 4 -
Rusty olive brown loam
4 ' 2" - 5 '
5 - S -
6 - 6 -
7 - 7 -
I
8 ` 8 - f
�
-- - —,
I�nd of l�orir.� at 5 ' feet . End of boring at feet .
Standing �:at�� table : Standing water table :
preser�t at _ feet o£ depth , present at feet of d�r�th ,
hours after boring . hcurs after borinr .
Not present in hole_ X Not �r_Psent in hole
Mottled soil : Mottled soil :
Observed atl ' 10" Observed at feet of caepth .
feet of depth .
Not present in hole tdot present in hole
Comments : Comments :
CI�R'i'. �00627
- PERCULAI'ION 'fEST UA"I'A SHI?E'I'
,---�
S-P Testing , Inc . 11-23-93 9 : 18 L �' ��f '
I'�rcul;iti�,n t��t r�a�lin�_� nia�l� h� �,n >t:;itin�� at jrrrrl:
Tcst hc�lc I���ati�m Lo t 2 ,B 1 k. 2 ,D1Ckey S lte Hole numher 1 . Date h�,le �ca��reF�ared 11—2 2-9 3
12 6
Uerth i�l h�,►e h��tt�,m inche:. Diameter of hule inches
S�il data frrm test hole:
DePth. inches Soil texture
0 — 12" Topsoil dark brown loam
�1ethod of scratchine side��all Knife
2
Dcpth of gra�el in botrom of hole inches
11-22-93 2: OOpm 12
Date ancJ hour of initial ��ater filline . Uepth of initial��ater filling inches abrne hole botrom
�1cth<�d used to maintain at Iea�t I? inches of�rater depth in hole for at least 4 hours AutomatiC s iphon
6
. \1aximum��aterderth abo�e hole bottom Jurin�� test inch<<
Time Percolation
��inie inter�al, � ,�leasuremcnt. Drop in��ater rate. Remarks
minute� inchcs le��el. inchcs minute��cr
inch
• 9 : 02 prefill � 6
9 : 18 9 : 33 " 3-3/4 4 . 0 15 min
10 : 12 � 10 : 2 7 " " " �� ��
10 : 41 10 : 56 " " " " '�
�—
i
I
1 _ � _
;
�
Percolation rate = 4 '� minutes per inch.
CER7-� . rr00627
, � , �
� PERCOLATION TEST DATA S[ICE'I'
S-P Testing, Inc. 11-23-93 9 : 19 �.n��
f'crc�,l;�ti��n tr�t rea�lin,�� macle b�� �,n
_ ..,,., >tartin�� at �,.m.
Test h��le locati��n Lo t 2 ,B 1 k. 2 , D1Ck2y S 1 te.Ho�e number 2 . Date hole ��as preparecl 11—2 2—9 3
Derth of hule h�,ctum 12 inches. Diameter of hole 6 inches
Soil data from test hole:
De��th. inches Soil te�wre
0 - 12" Topsoil dark brown loam
�1ethod of scratching side�aall Knife
Depth of gravel in hottom of hole Z inches
11-22-93 2 : OOpm 12
Date and hour of initial ��ater filling . Depth of initial�rater filling inches abo��e hole bottom
�tethod used to maintain at least 12 inches of��ater depth in hole for at least 4 hours Automatie s iphon
6
. �laximum��aterdeplh abo�e hole bottom durin� test inches
Time Percolation
�ime inter�al. �1e��urement. Drop in���arer rate. Remarks
I minutes inches le�•el. inches minutet per
inch
' 9 : 02 prefill 6
9 : 19 � 9 : 34 " 4-5/8 3 . 3 15 min
10 : 11 ' 10 : 26 " � 4-1/ 2 3 . 3 " "
10 : 42 ' 10 : 57 " I 4-7/16 3 . 4 " "
�
I
— � I
' � �
i
— -- -I- � �
I
Percolation rate = 3 • 3 minutes per inch.
CERT . tt00627
, � _ �
- PERCOLATION TEST UAT�1 SIIEI:"C
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I'crc„I;ui��n I��t rr:i�iir._• ma�l� h�_ S—P Testina,�I�I�_._—_—�,n 1 1 -23.—����:ntin�� at 9 : 20 �� m.
Test hule lucatiun Lot 2 ,B 1 k. 2 ,D1Ckey S l te }��le numher 3 . D:IIC I1l�IZ \1�1� pre�ared 11-2 2-9 3
be��th��f hole be�tt��m 12 inche.. Diameeer o(hule 6 inche�
Soil data from test hole
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchine sidew�all Knife
2
Depth of gra��el in bottom of hole inches
Date and hour of initial ��ater fillin� 11—2 2-9���h O�D��tal ���ater fillin� 12 inches abo�e hole bottom
Mcthod used to maintain at least I? inches of���ater depth in hole for at least-1 hours AutomatiC S lphon
. �laximum��at�r d�pth ab���e hulc hottom durin�� test 6 inrhe�
Time Percolation
�ime inter�al. �teasurement. Drop in ��a1er rate. Remarks
minutes inche: le�el. inrhes minutee�er
' inch
• 9 : 02 prefill ( 6
9 : 20 9 : 50 � " 4-3/8 � 3 . 4 30 min
10 : 10 10 : 40 ' " ( 4-1/8 � 3 . 6 " "
10 : 43 11 : 13 � " I 3-15/16 � 3 . 8 " "
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Percolation rate = 3 ' 6 minutes per inch.
CERT. n00627
, � �
� PFRLOI.aTION TEST D:�"I'A SHF,E'T
S-P Testing, INc . 11-23-93 9 : 22 -'�+�» %
Pcrc��l:iti�,n te�t r�a�iin��� nia�lc h� �,n ctartin�� at p.m.
Lot2 ,B1k. 2 ,Dickey site 4 '`'" 11-22-93
Test h��le loration . Hole number . Date hole��as prepared
12 6
Derth<�f hole hottom inches. Diameter of hole inches
Soil data from te�t hole:
Depth, inches Soil texture
0 - 12" Topsoi dark brown loam
Method of scratching side��all Knlfe
Depth of gra�el in bottom of hole 2 inches
11-22-93 2 : OOpm 12
Uate and hour of initial �ti ater filling , Depth of initial���ater fillin�� inches abo�e hole bottom
Mcthod used ro maintain at least 12 inches of�cater depth in hole for at least 4 hours Automat iC slphon
. htaximum��ater depth abo�e hole bottom durin_ tes� 6 inche>
Time Percolation
,�ime inter�al, �leasurement, Drop in ��ater rate. Remnrks
minutes inches level. inches minutes per
inch
' 9 : 02 refill 6 �
9 : 22 9 : 52 " 3-7/8 3 . 9 30 min
10 : 0 8 I 10 : 3 8 " I " �� I �� ��
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10 : 4 5 i 11 : 15 " � " �� �� ��
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Percolation rate = 3 • 9 minutes per inch.
CF'RT . u00627
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� PERCOL�"TION TEST DATA SHEET
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Perc��lati��n t��t readin�> ma<le h� �—P TPgti_n�� Tp� _ _„n__ 1 1 —��-9�.tanin�� .�t 9 • �3 - -m.
- 1•.
l cst h��lc location Lot 2 ,B 1 k . 2, DiCkey S 1 te Hole numher 5 . U,ite h��le ��a� prepared 11—2 2—9 3
Ue��th��f hole bottom 12 inchec. Diameter�,1 hole 6 inches
Soil data from test hc�le:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
hlethod of scratchine sidewall Knife
Depth oC gra�•el in bottom of hole 2 inches
11-22-93 2 : OOpm 12
Date and hour of initial «ater fillin� . Depth of initial ��ater fillin�* inches abo��e hole botrom
�tcthod used to maintain at least I� inches of���ater depth in hole for at least 4 hours Automatle slphon
. �taximum�cater dcpth abu�e h<�I� bottom during test 6 inches
Time Percolation
;ime inter�al. �teasurement. Drop in watcr rate. Remarks
minutes � inches le�el. inches minute��er
inch
• 9 : 02 prefilli 6
9 : 23 9 : 38 ' " 3-1/8 4 . 8 15 min
10 : 07 10 : 22 " I 3 � 5 . 0 " "
10 : 46 11 : 01 " � 3 5 . 0 " "
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Pcrcolation rate = 4 • 9 minutes per inch.
CERT . tt006�7
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• PERCOL.aTION TEST DATA SI3EET
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Perccilaticm te�� re.idin��� made b�� S—P Testing , Ine. 11-23-93 9 : 24 C_� ����
. on startin� at �,.i�,.
Test hole location Lo t 2 ,B 1 k. 2 ,D i c key s i te fiole number 6 , Date hole ��as prepared 11—2 2—9 3
Depth of hole bottum 1 � inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratchina sidewall Knife
Depth of gra��el in botrom of hole 2 inches
11-22-93 2 : OOpm 12
Date and hour of initial ��ater filling . Dzpth of initial �►�ater fillin� inches above hole bottom
�1ethod used to maintain at least 12 inches of w�ater depth in hole for at least 4 hours AutomatlC si hori
. Maximurn�catcr depth abu�c holc bottom durin�tcst 6 innc��
Time Percolation
�ime intcr�•al. I�teasurement, brop in a-ater rate, Rcmarks
minutes inche� level, inches minutes per
inch
' 9 : 02 refill 6
9 : 24 9 : 54 " 4 7. 5 30 min
i
10 • 06 10 : 36 " " , " " "
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10 • 47 11 : 17 I " " " " "
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Percolation rate = 7 • 5 minutes per inch.
CER7 . �00627 _ �
� PERCOLATION TEST I)ATA SHEET
f'�rc��l:iti��n te<t rea�iin�_� ma�le h�� S—P Testing� InC. 12-7-93 11 : 18 �`� ���=�
. ��n startin�_ at p.n,.
.,i,��.�
Lot2 ,B1k. 2,Dickey site 7 12-6-93
Te�t h��lc location . Hole number , Date hole ��as preparec{
D�Enh c�f hole bottom 12 inches. Uiameter of hole 6 inches
S�il data from test hole:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
�1eth�d of scratchinQ sidewall Kn�fe
Depth of gra�•el in bottom of hole 2 �nches
12-6-93 2 : OOpm 12
Date and hour of initial ���ater filling . Depth of initial��ater fillin� inches abo��e hole bottom
�lethod used ro maintain at least 12 inches of���ater depth in hole for at least 4 hours Aut�ma t i c- s i nh�n
. �1aximum��ater depth abo�•e holc bottom durin��test 6 inches
Time Percolation
�ime intenal, f�1easurement. Drop in��ater rate. Remarks
minutes inches le��el, inches minutes per
inch
. 11 : 06 prefill 6 �
11 : 18 11 : 48 " 2-1/8 14 . 1 30 min
11 : 51 12 : 21 " 1-15/ 16 15 . 5 " "
12 : 22 12 : 52 " I 1-15/16 15 . 5 " "
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Percolation rate = 15 . 0 minutes per inch.
CERT. �00627
., • � .
' PERCOLATION TEST DATA SHEET
Perc<�latirnte�treadin�� m;idebc S—P Testing, InC. 12-7-93 11 : 17 � n�. %
_ . on startin�at E�.m.
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Test hole location Lo t 2,B 1 k. 2 ,Diekey s l te Hole number 8 , Date hole��as prepareci 12—6—9 3
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gra��el in bottom of hole 2 inches
12-6-93 2 : OOpm 12
Date and hour of initial �vater filling ,Depth of initial water Cilling inches above hole bottom
�tethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC S lphOn
6
— , I�laximum waterdepth abo�e hole bottom during test inches
Time Percolation
:ime inter�al, i�teasurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
� 11 : 06 prefill 6
11 : 17 11 : 32 " 3-1/2 4 . 3 15 min
11 : 45 12 : 00 � " 3-1/4 4 . 6 " "
12 : 01 12 : 16 � " 3-1/16 4 . 9 " "
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Percolation rate = 4 • 6 minutes per inch.
� L,t:1 . nUU6L7 � � , A
PERCOLATION TEST DATA SHEET
S-P Testinq, Inc. 12-7-93 11 : 19 �"'��
Percolation test readings made b� on starting at ��
�ear:�
Lot2 ,B1k. 2 ,Dickey site 9 12-6-93
Test h��le locatiun , Hole number . Date hole��as prepared
De��th of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 12" Topsoil dark brown loam
�lethod of scratching sidewall Knif e
Dcpth of gra��el in bottom of hole 2 inches
12-6-93 2b0�pm 12
Date and hour of initial ��ater fillim_ , ept of initia)��at�r tillin� inches abo�c hole botrom
�lethc�d used to maintain at least I? inches of��aterdepth in hole for at lea•t-1 hours AutomatiC siphon
6
, 1laximui�i•,�atc��i�pth abu�c holc b.�,tom durim�tes� ii:�he,
Time i Percolation
�ime inter��al. �teasurement, Drop in«arer rate, Remarks
minute> ` inches Ie��el. inches I minutes�er
� inch
• 11 : 06 prefill ` 6 `
11 : 19 11 : 49 " 4-1/2 � 6 . 7 30 min
11 : 50 12 : 20 " ; 4-7/16 6 . 8 " "
12 : 23 I 12 : 53 " � 4-5/16 ; 7. 0 � " " -
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Percolation rate = 6 ' 8 minutes per inch.
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DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION N SCHEDULED � � �'
PERMIT NO. cOMPLETED r t �1
ADDRESS ���� ��t/j'�� ��I/� s
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION �
ly� 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 WAL�BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 S T. 21 COMPLAINT
� 07 DEMO-FINAL 1 SEPTIC INSTAL 22 FOLLOW-UP
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= 09 PLUMBING RI 23 SEP L 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO ME�T YOU:_YES_ 0
� COMMENTS: — � �p 1C '� ��(7C�1�--
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W� WORKSATISFACTORY:PROCEED __ PROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
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DAT TI N�F�
CITY OF ORONO CALLED IN � --��
INSPECTION NOT�C SCHEDULED ���'Y a
PERMIT NO. ' ��C J� COMPLE ED �� `����
ADDRESS '� f
.
OWNER CONTR. C�d-
TELEPHONE NO.
� DESCRIPTION�/GII1F�
lLi 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEP T. 21 COMPLAINT
J 07 DEMO-FINAL PTIC INST . 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: — — � �' �'/C�'
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W �ORK SATISFACTORY:PROCEED [� PROJECT COMPLETE
��❑ CORRECT WORK 8 PROCEED C: ISSUE CERTIFICATE OF OCCUPANCY
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �— pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALI INSPECTOR r' CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor n te•
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE �� SCHEDULED ��
PERMIT NO. � '� � co PLETED
ADDRESS � � � �
OWNER CONTR. C(�
TELEPHONE NO.
� DESCRIPTION
ly Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/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 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 STALL. 22 FOLLOW-UP
W 09 PLUMBING RI SEPTIC FIN 35 HARD COVER REMOVAL
= 10 PLUMBIN 36 FOUNDATION/REMOVAL
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Q OWNE NTRACTO TO M YOU _YES_N
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� G CORRECT WORK 8 PROCEED C: ISSUE CERTIFICATE OF OCCUPANCY
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4 G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. _- pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �. CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor o s' -
Inspector.
White Copyllnspector's File Canary CopylSite Notice