HomeMy WebLinkAboutseptic info/design .� o�.
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� �,a _ � CIZ'Y OF ORONO
.�
� ' � . � Municipal Offices
r�,, ,�%�" �, Street Address Mailing Address:
� G'�' 2750 Kelley Parkway P.O. Box 66
'Z� � Orono, MN 55356 Crystal Bay,MN 55323-0066
kESHO�'
To: The Current Owner of Address 2670 COUNTRYSIDE DR W
City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes
No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in referral to the City Attorney for legal action.
System Identified as Non-Compliant
Yes �No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump out Needed
Yes �No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) years. City records indicate the tank(s) were last pumped out on C(���,- d�
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
�����
Inspector: Date of Inspection: � �d�
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
• • • •
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To: Orono residents on mound type septic systerns
From: Willie Gibbs, ISTS Manager
Date: May 10,2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent (the liquid left after the "other' stuff has been removed)
in the summer time and aliows the mound system to help breakdown nitrogen in the effluent,
Do water the grass over the mound in extreme dry conditions, sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing)or signs of potential failure.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember,that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns or questions concerning your mound system
please feel free to call me, I can be reached at 952-249-4626.
1
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� � .�,- , -1 l� i Municipal Offices
`��'�''',� �r:��-:�i j�.�.'�y 'ti,�,
�� ' '�"'J�-,ti'� �G% Street Address: Mailing Address:
`�ESgOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066 .
To Current Owner: Address: 016 7 d �Ou nfi�y S��� n f. w.
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
O"CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited[STS;an ISTS located within_a designated I00-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or conswction standards of the curtent Orono Municipal Code and which is failing for any reason;and
any[STS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
UPumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped y —a-\—`�� ).
Make sure seatic tanks are pumped through manhole and not throuEh white inspection pipes. This allows for the
proper cleaninQ. Keep water softner and iron filter discharge out of seatic s, sy tem.
7 Inspection risers missinb tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D AINFIELD CONDITION 8-10 : �
8 Drainfield is dry, no surfacing evident.
9 Some evidence of surfacin�,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: �o��t� �o o<<� v�� _ S�Q 1-:L fi��KS Iuv�� C���. M�Kt
S J f L }C��\L 7 �� � A�l r,[�t� 0(�f L "ZJ t c�.y � y e�c S .
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requiremenu for a mortgage or other vansfer of property,be advised that this report does not guarantee
or certify that an existing sysum will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
infortnation.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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' � ,,�.�:j��,.^; ,� ; CITY of ORONO
�
�, `�° � �`;�— ,y,ti Ntun;cipal oftices
i,�,a,.;i�I`.�.: �
�\��9'�`,." �•,;,;`�g.�G Street Add�ess: Mailing Address:
$EggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ��b�.rt- Oevere Address: a6�o Co��fir,. S;�e Or �v_
Ciri Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every ttvo years.
The on-site se«age treatment sy�stem at the above address has been inspected and appears to fall into the categories checked belo�r�.
SYSTE:�i COi��'ORMITY (1-3): �
O ��C�DE $��S�M�� an ISTS which meets all the location,design and construclion standards of the current Orono�funicipal Code.
2 ��COI�IPLIANT SYSTEM" An ISTS which does not meet all the locatioq desi�and constevction standards ofthe current Orono Municipal
Codz but does meet the three foot sepazalion requuement,and which is not failing or an imminent threat to public health or safety.
3 "NOI�-COI�iPLIANT SYSTEM" A prohibitzd ISTS;an ISTS tocated within a desig�ated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards ofthe cutrent Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturatzd soil or sand between the distribution device and the luniting soil characteristics.
T?.:�K CONDITION(5-10): 6
Tank inspection indicates:
� Pumpc.t not nzedzd at this lime.
6o Tank must bz pumped out this�•ear (ciry code requires tanks to ba pumped out every 3 years. Tank was last pumped `�-a�-9� �
7 Solids a.cumulation in tanks is at a critical a critical leveL Tanks should be pumpzd out as soon as possibla.
3 S}stzm is dis�harging to the surfacz. Tariks must be pumped out within 48 hours to eliminate surface dischazge.
y Inspection r.sers missing-tanks could not be inspected. Inspzction risers(4"dia.pipe)must be i:utalled in each tank at ne�tt pumpout. If tanks
ha�'e not been pumpad out�ti ithin the last thrze years,they should be pumped out now.
10 Inspaction pipe is located direcUy over tank bag7e(does not give accurata measurzment of solids accumulation). If tanks have not been pumpzd
out within the last three years,they should be pumped out now.
DFZAINFIELD CONDITION(11-1�1): I�
1 1 Drainfield is dry,no surfacing evident
1? Some e�•idence of surfacing,not critical yet .
13 Drainfield is saturated and visibl}•dischazging untreated zffluent to the surface. Contact the City Inspector immediatzly.Repairs must be
complzted within 90 days.
1-� Draintizld estrnt and condition unknown.
COI�iENTS: P�Mp -i��k5, fe 5 r v-F systeM, o k
6-t�-oi ��
Date of Inspeclion Septic System Inspector 4
:Vota: In thz ecent that this inspection repoR is used to satisfy the requirements for a moRgage or othzr transfer of propeRy,be advised that Uus repoR does not guazantee
or certih�that an esisting system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
informatioa
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, ;!. C ITY of ORONO
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15� Municipal Offices
ti
Street Address: Mailing Address:
��'9 '¢'�G 2 0 Ketle Parkwa P.O. Box 66
$EggO 75 y y
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ���'"'� �y� �'��{7, Address: 2670 Countryside Dr. W.
Permit #'s: 7578 Dates: 11/30/95 Contractors: Clover Hill Co.
(This is [X] an existing system [ ] new construction) .
YSTEM COMPLIANCE (1-3) : 1
Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level is [�.] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
ANK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
i
(The tanks are [�]- or are not [ ] water tight or the condition is [ ] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact
the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS:
—7 � �J�� � � �,,,� ' r---.
�� �
Date of Inspection ept System nspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone(612)249-4600 • Fax(612)249-4616
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,��I� � �t j ��'�4`�',�� G}stnl[lay,Mutncsota 55323-00C�
kESH�4�
LOCl�TION: 2670 Countryside Dr. W.
OWNER: Tony Eiden
GEN�RAL CONTRACTOR: SEPTIC CONTRACTOR:
SI"I'E �VALUATOR: s—P Testing R�PORT DATF,: December 19, 199 3
'I'he City of Orono has Approved y�ur on-site system design as of October 24 , 1995
(al�proved-disapProved) (date)
witl� the follo�ving commeuts:
'I'TIIS IS NOT A P�RMIT. This is a dcsign approval fonn which must accotnpatry the site plan. A permit tnust
be issue�l to a licensed septic cotitractor prior to installation. A list of currently licensed seE�tic contractors is
cnclosed.
NU'I'ICE TO INSTALLERS: AIIy CI11[]gCS CO Clle 1(1pi0VCC� ��allS aud specs must havc pr'ror approval of the
Inspcc�or (473-7357). Call for inspections 24 hours in advance.
�1LL DRAINFIELD ARLAS MUST I3E F�NCEll OFI�prior to building site excavation and fencing must remain
in place until final site gradin�. Approval to Pour footings will not bc gran[ed until the Inspections Departtncnt
has verified tllat primary and alternate sites are adequately protected.
NO VEIIICUL,AK "1'RAFFIC OF ANY KIND (cars, trucics, earth moving equipn�ent, etc.) is allowed within 20'
of tested drainfield sites either before or after systeix� ronstruction. Compaction of these areas could render tlieiii
unusablc proliibitir�g tlie timcly co�npletion and or liutiting the loi�g tenn use of the properly.
A site copy will be available at the City Offices for the septic contractor.
CI'I'Y OP ZO
I3y
Stephen eck�nan, tt-site ystems Manager
'fGI,LPI tONr—473-73$7 • EA�-473-0510
Z(�1 C� ('�u�v-r 2 � 51 `� l� � R ��
S'P' TESTING, INC. Steven B. Schirmers — MPCA Cert. No. �27
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
December 19 , 1993
Dickey site
Lot 5 , Block 2
Orono, Henn . Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1 , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 arid local ordinances .
The soils on this site are SCS soils mapped - LrB - Lester loam.
A seasonally high water table was located at 18" to 32" (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 depth of 12" have a percolation rate averaging
8 . 1 min/inch .
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
The manifold �n�l suc�c�J.y line pip� must have �aacic 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 floats are a good method .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT ' D
Dickey site
lot 5 , Blk . 2
Orono
( 2)
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 not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewaqe Treatment occurs .
With proper installation and maintenance, this system should have no
problem in treatinq septic effluent effectively.
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. Smaller amounts of laundry
soaps , dish soaps , cleaning agents , 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 .
�� ' .�
S�even B. chirmer pS.
SBS/ds
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r�aY ,��-��,t:����::� ---- co��~�i & �csue�i��
x:`�ase carr.rrze�its are f��r yvur 'tr.'��matf�n. All work M�11;e M��
� �� t�t! c��r,aiin;�ca witi� -<.9; r.:;;=;:�ct..� tstt;M11Q �tr�I�Al�
��xtertts imctuding i:atns rwt 5pat1tiC611y neleQ itt 1lq� � ,
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p� I `�' � ,� �I ` � I \ � F`��J�'G XSoil Borings �
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-�-�� � _ ���t`= � � \-_��, �i � r� � I the Mirnesola Pollu!ion Con'rot A.,enc�j
s �\ �---i�----• �\ � � � ,�,; Chap�zr 7080 & Lc,cal Ordinance
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S�T- 9AC:�(5 i�-_.__ . �-S_r—�---��� ----� ---1-5�-�
HOUSE � System must be�
• . Tonk ao� from property lines - � �=!� '`'`_\ `Z�. <,r� �'`��.pT'.�
, {v�. '�r�y=,-.,-��- ,✓ �5 ' from v,e1's
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; �L.�FT �=Y�? w��.`. 6� ���,._ �� frOm b'i.g5.
' �.;-�1 - ����. ;re,��men' aree =� `rorn :akes � strecros
r�� 1 N ���= - ���� .
� �,,�sEt� ��%��- �C� Treatmert erea zO� `rem property �ines NOTE� Power supply and switches must be located in a
� ��c�o -faNtis c•�-r o� ��1�u�o==S ���n ��-" ��� 'rom we!',s /�We°ther proof encbsure outside the pumping chamber and manho'e
I w� aztia, • C�AGCr��� zv '��om 5!�gs. �
i- -, /o' �rom trees SOIL BORING ELEVATIONS
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�min. ��
. , ?NRI �!.-gg�,s -C�'�(� - ��,5.�
i �i . a „dio supp�Y P�Pe -� o TH.�2��.S3�.N -<u�� -9�r�.o
� Tank � i . ;;i �_ grade= /o
� Tank - 5� TH�3E�.'9�15.'� 'C1��`56-�y.�
( Orop to Tank � I ; : �r i PRESSURE DISTRIBUTION MOUND SYSTEM .. �, � �
T�+. � �_-�►y.� -�'�-1 �-��3-'-
� I � i- � L�N'C�i� r'1 A��tvL�
' � �V�in. I�� to 8� I � �-Pumping Ty � `�-�1q J '(1��1 u - �1'�y •�
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i Max.l��to4� � ��GP '��.u`�-� �N'�`-�--�c� Chamber �L�IA"�C� at PROPOSED PUMPWG
( 4�to 6��dia. pipe
CHAti'.SC,�-�.�Sc'd�2v��..1mP '+�o.D
� A�o�. -fo4 oF 3�o��G—/aoo.o
SYSTEM DESIGN -MOUND " Low-�s r ��ooR qq-Z.o
� TYPE-�, � BEDROOM , Ave�oge percolation rote �l min./inch (design.83 sq_ft treatment area per gal, of daily sewage flow!
� '� gal./day x.83sq.ft./gol.��sq.ft. of treatment area +10% =��..�.sq.ft. (.= IOft.wid!h= � ft.!enqth of bed area+side s!ope run�to I x�height= �°ft.x3�_ft.lawn�area needed)
� � Clean rock needed- �`� sq.ft.treatment area x �•� depth of rock=�`�cu.ft=27=�_cu.yds(3/4�!0 2!/��dia. ,inc�udes 2�of rock above pipe)
� =�=a`�-s� Clean sand fill below rock needed ��^ cu.yds. approx. , sandy!oam back fi!I �� cu.�ds.approx. , topsoil 6�� �3 cu.yd. A�L�-SSt-�o_Q=�'C� 1.z _ �
c,.�as�v _(�_c,oc-��E*�� -Co Ava ao�o -�Ca ToPso��.�oF �wK=��_A� stoe-;�._��Yo. -t�a,�
� Number of tanks required � , Ist !ank/��� gol. , 2nd'ank�vvU 9a�.m�rnmurns c•_,�S P:-�t m?�N� l� A m c�E R- _ .
I Pumoing chamber capacity- 25% of �a�!y sewage f!ow of ?�U gal.=!`�`l gal.+reserve s'oroge of 15 0•;-1/3:� ��� gal.+pipe back drainac,e-
PROPcRTY v_: � 1L��-� �1'��"� _
of �`� gel./IOOhn.'t.o` � ��dio. supply pioe, !in.ft.needed ��� , � gal.+ manfio!dl�gal./�Q01',n.�tof���dia.p�pe, ��.ft.needed 7 , �'- gal. 1_n� � �L� �
itotal capacity needed `^�` `i gal.(plus area for pump) uS� rn�n. ��Sv ga 1.c�p, c��en��0 1�1�--� , l�"��� • 4 0 .
j Distribution pipe �L�dia. , �� lin.ft., ���z��dia. perforations -'=���apart
; - Pump srze `�hp. (pumpable capacityl�2gol. 4cycles/day) _t,.1���-1S_'_}-l-Po Q�Ss O�ScNR?-u'�.� 3�1 �1 �
� p� � ��-�-- � S—P TESTING ING:
; ,'�;0'a : �4hCn cons!ruc?�ng �JCd '- � 1hi5 Of20 ShOu'Q 5e ShCa?� ,'�OtP= �i5'C^C' �'Om Ira4'meflt a20 10 ne��h`JOr�n9 �•C�:S— ' �, a� =' �.J,,� ___ .^7 �, �' • --
- / � . _ �CS,,!1.... .;y � .
, _ . . ' _ -.. �(C"� V 'P.,n,.� raC��z., .a� - --- . . � , ----- _ .�J,.�
�� �.. _ :Q'- � ��
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Gstimaicd Scwagc Flows in Galluns pa day
Estimated �1 <<� gpd (see pages D-7 or I-3,4, 5) n�m�� �s`�� �
of 7'ypc 1 Typc ll Typc Ilf Typc �
or measured -- gpd x 1.5 = -- ,����„R,5 �v
2 3(b 225 180
B. SEPTIC TANK LIQUID VOLLTMES 3 aso 30o Z�a o�
q 600 3�5 2S6 ����
1 -1 a ��� �t 1-10o C gallons (see pagC� C-3 or C-.5) s ,so aso z�a ;,
6 900 525 332 '��•
7 ]O50 600 370 m
8 1200 675 408 �d„md
C. SOILS (refer to site evaluation) ,
I! Scplic Tsok Gpxili.�y,in gyllous
1. Depth to restricting layer = 22-t u 3 v inches _
�� Vwnbcr o( \linimum I.�quid Liquid c.pr.�uy with
2. Depth of percolation tests = �a lllCtl�S �w���■ c�.a�y �ub.rcdi.�wc.l
3. Percolation rate 4�� � mpi 2w ks� �� ��u
7 of 4 �(X7D 15W
4 or 6 ISc10 2250
4. Land slope % �.a a 9 xa,o woo
over 9 -----
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 = ,
7 v gpd x 0.83 sq. ft./gpd = a� sq. ft-�►o�� ��y`'
2. Select width of rock layer (10 feet or less) _ /v ft.
3. Length of rock layer = Area -:- Width =
,�_sq. f t. y �f t. _ !��! f t. Rock Bed
r•t•f•r•f.r•r•�•l•t•��l•f•f�l
ti,.,,..,ti,ti,ti,ti,ti,. . .� ti,�,ti,ti,
.f.f.;./.f.f.f.f:f:f.J.f.f.j.f
. ti•ti•ti•ti•ti•1•ti•ti•ti•ti•ti•ti•ti•ti• idth SlOft.
. . , .f.l.l•t•l.t•f•l•�•f•t•t•t•f•l
� •..�.�.� �.� ... .. .........�. 1
E. ROCK VOLUME �� : f.::f.f.:.:.:.f
Length -�
1. Multiply rock area by rock depth to get cubic feet of rock;
{�y. sq. ft. x .�.ft. _ �cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�► cu. ft. + 27 = a�_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 LLA�-( Lo A v►-�
Absorplion W(Jth Slzlnr Table
1. Percolation rate in top 12 inches of soil is u. I mpi
I'ucolation Re� G�Ilons Rstio of
2. Select allowable soil loading rate from table on page E-; in Minutctpu Soil Texturc ��a�y�� ,,��«�W���h
Inch(MPI) sqwre foot �o Rock l�ycr
�� gPd�f� w�a�n
3. Calculate adsorption width ratio by dividing rock Iayer Fa��erthan0.1• c�sy,a ----- ----
o.i w s s.�d i.zo i.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�a s•• ��„�s�,a•• o.�o z.�o
1.20 d/ft2 . �� d/ft — a,1�7 6�o�s s,�,ay� 0.�9 i.sz
�. Z 1610 30 Loam 0.60 2.00
8P gP — ,��0 45 s�i�t.�,� o.so Z.ao
Check this value on page E-16. ��o Clny Lo�n. � 2.��
60 to 1271 ay 4 S.W
4. Multiply adsorption width ratio by rock layer width to get s����n���, Clay --- ---
..
required adsorption width;
� � a.�'1 x�ft =�Zft
_J
\l. .:\/I�la ....-\i� ♦_ ✓�1��. 1 \ �i� . . .
1. If landslope is 2.9 percent or less, basal widtil includes botli ille
upslope and downslope dike widtlls,
� 2. Calculate minimum mound size based oi� geometery:
a. Determine deptll of clean sand fill at upslope edge of rock
layer: Separation ,�.Z feet
b. Multiply rock layer width by landslope to determine drop ���tt
in elevation; Slope Differer�ce „�,Ro, ,
� x - % = 100 = �- feet ��,K,��,.��,
c. Add depth of clean sand depth of clean sand for ���a�, ,�„����rt�
separation at upslope edge (2a) to depth of rock layer to K��,a�, �
rock depth and the depth of cover to find the total mound �,,,��W,��,
height at upslope edge of rock layer; - �M �-
� .2ft + 1 ft + 1 ft = 3 ,2- feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier af y
e. Multiply dike multiplier by upslope mound height
I
to get upslope dike width: �z x �__ �_ feet vs� ls
f. Add the deptli of slope difference (2b) to the upslope
height to get the downslope height �- = feet
g. Enter table on page E-18 witlt landslope and downslope
dike ratio. Select dike multiplier of �--
h. Multiply dike multiplier by downslope mouild height
to get downslope dike width: x - -= feet
i. Mininmum mound widtll is the sum of upslope dike
�vidth plus rock layer width plus do���nslape dike width; ::; :.:: •;.::;•.`:_:•:�.;•.
____f�+____-_-��.t.+.�t..=_. feet k«kts�e'w�e�h:•:��::•�.:•:�•::�.;u�b�a�w�d�i;�'��'''.�.�'."
.•.��.�..��..�....
.....
... .; �;:::::.,
�- •.•....................................:.•.::�.:.
j. Subtract the Minimum ���idth G.i�fram the �bsorption ''�`� ``'����'`''' ::...�`...';_;
�vidth F.4 to find t11e Additional Do���nslope rec1uired far { RockE�cdLcngch :�:::�r
Absorption
:�:�:{::�:;:::;::;:::�:��::'�::�:�. :::;:�:;:::;::::;�:::�::�:::�:::�.::�:::�::`:�::�:�::�::�:
U lo x l>ikc Width Upslope Dikc Width_L�_
...,. .,•.•.•.•.•
F' F � :::'� '•"•"."."•'
_ _ft - .-ft-=._--.. feet • ��� �������''��''��''��' - -
k. Add the Additional Do���nslope required for Absorption `:�::'�`,:�.;`:�`;::.�:`:�.:�::�;�.�:�:`•.�::�.����'w��.'��:'�`��`•���'��:���w��:���.�����'�������-���;.:�::
:•:•: Do nslope Dike id h �_ •.::
to the do���nslope dike ���idth and recalulate the Total
'��iounci 4�'i��f�l Z�'�l1C�l 1S 1S tllE SUI:1 of upslope dike
��;i�ith plus rock la�•er ���idth plus do��•ilslope di�e "�idth ������������`������`������ �'�'.`����'������� �'������������'���.
� �- � _ �� Totdl Lcngth��' -i�
ft + 0 ft + ft feet �`-
1. Total mound length is the sum of upslope dike �vidth
plus rock la}�er length plus upslope dike width;
�_ ft + _�� ft + _/�_. ft = �� feeE
owns ope ps opc
3:1 t:l 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
76 slope
0 3.0 <.0 5.0 6.0 70 3.0 40 S.0 60 7.0 8.0
1 309 {.17 5.26 b.Jf{ JSS 297 38i <76 5.65 6.54 7.C1
2 3:9 4.35 S.So 6.8? !'.14 �.C.3 i70 4.>7 53( 6.1< 6.90
I 3 3i7 <.$4 5 K: 732 e S� :.75 35? a ii iu'i 5J5 6.3i
� 3.<I <76 6.2i 7.ti9 4.7? 2G6 3.G5 4.77 <.&1 5.66 6.06
S 353 5.00 E.67 6.57 10.77 2.6I 3.33 4.00 1.62 5.19 5.71
6 3.66 5.26 7.14 9.38 12.07 2.St 3.23 3.i15 6.41 �.93 S.dl
7 3.t0 5.56 Z69 )034 13.73 2.48 3.12 370 1.2J /.70 5.13
B 3.95 S.Bd � 6.33 1154 15A1 2.31 3.(73 3.59 �.(15 lA9 C.88
9 �ll 62i 409 13.(tii 15.92 236 2.94 3.i5 3.90 l30 C.65
10 /29 6 67 10.0 15.(YJ 2333 2.31 2 R6 3.33 3.75 6.12 I.d4
.l 1.42 7.1C 11.11 17.65 30.43 2.26 2 76 3.21 3.61 3.95 C26
12 <.oi 7.69 1250 21.13 a3.7; 2.21 2.90 3.12 3.69 1.80 �.08
PLJMP SEL,ECTION PROCEDL�tE
A. Determine pump capacity:
\' Gravity Distribution END PERfORATION OF q pERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of ��„p�„N
water use rate. ;�---•-
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,�D`���.---17�
gallons per hour(45 gpm) to prevent build-up of pressure in drop box. '`�,�my�„��w, �" �oyK��c�o�.ru�. iubrk(w�ar-
�.Muh Iqer ol Aoy a sira.corer.e
. �rit��rotln poperl
er or e a y'-"' Wrlaalbn Dr11Md tlwlrcn�olly
Pressure Distribution 7 �r+�`��� r„o P r,�o� uP
3. a. Select number of perforated laterals 3 �•�+�� , � -u ua�, ,2•,0�aa.
o MI qa . .,�• ol Rock laym
b. Select perforaHon spacing=�_ft. ' `,� ,., `P«iaoii�;:'�,�.e a�
c. Subtra t 2 ft. from the rock layer length. c�p�s«�a ►�,», 8���«^��������
��-2 ft. = l,�(�ft.
abi�i sou P.�..ir s�.�nw
BHon PbcMq sand loyar
d. Determine the number of spaces between perforations.
Length perf.spacing= �(o ft.+ ? ft.= a a, S�CeS TAB[.E OF PERPORATION DISCtiARCES IN GPM
e 2� spaces+ 1 =�_perforations/lateral
' f. Multiply perforations per lateral by number of laterals to Head Perforationdiameter(inches)
get total number of perforations.
�� x < <�_�_perforations. ��p ���
1.Oa OS6 0.74
S• � X=-� _�gPm• �s 0.69 0.90
P�' 6P'" P� 2.06 0.80 1.04
2S 0.89 1.17
SELECTED PUMP CAPACITY 3 m 3.0 0.98 1.28
-.�.gP 4.0 �.�3 t.a�
5.0 ].26 ].65
B.Determine head requirements:
aUse 1 A foot of head for residential syslems.
l. Ele��ation difference between pulnpand poi�lt of dischar�e. buse2Af�cofheadforocheres�abl;shmen�s
`z� feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
5� feet
3. Friction loss Pipe Length
a. Enter friction loss table with gpm and pi�diameter. � Point oC Disch�c
Read friction loss in feet per 100 feet from table. �g
F.L. _ �-io ft./100 ft of pipe Eleva�ion Di[fcrence
b. Determine total pipe length from pump to discharge p„r„P n��J
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times�ipe length= 1.5 inch 2.0 inch 3.0 inch
,�_X 1.2$ _�Z f�t gPm Friaion I«a per 10o ft o[pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe lcngth. 12 0.96 0.28
Total friction loss= % .lo x �Z +�00=�_feet 14 1.28 0.38
��. Total head required is t}ie sum of clevation differcnce, 16 1.63 0.48
18 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
2S 3.73 1.11 0.16
_�+�_+ 2 30 523 1.55 0.23
(1) (2) (3c) 35 7.90 2.06 0.30
40 11.07 2.64 0.39
45 14.73 3.28 0.48
TOTAL HEAD _�_feet 50 3.99 0.58
SS 4.76 0.70
60 5.60 0.82
C. Pump selection
� 1. A pump must be selected to deliver at least gpm (Step A)
with at least_15'� feet of total head (Step B).
I -
�_ .... . . , i �.. . 1 .. �� .., ' . , . . . � ...
Locar ic�n <>r t�roject Dickey site , Lot 5 , Block 2 , Orono
13oriiic�s mac:3c� Uy ;-}� ;��;tinq , Ir�c . St�:ve Schiriners Dale 11-19-93
C 1�3ssi f ictior� System: AASfii) ; l',SDf�-SCS X ; Unif i.ec� ; Other
Auy��r u��_d (ch�:�ck rwo) : Iland _� , or Po���er , Flight , or nucket X
DeE�t}� , Ijc;ring nurnber __1 _ Depth , E�oriny number 2
in in
f�et Surfac� eievati�n 995 . 5 f��t Surface elevation 996 . 4
J ---- - _- --- _ __ 0 - ------- - - -
Topsoil dark brown Topsoil dark brown
loam loam
i - 0 - 1 ' 2" 1 - 0 - 1 � 4��
Brown clay loam
Brown clay loam 1 ' 4" - 2 ' -MOTTLED 2 '
2 - 2 -
1 ' 2" - 2 ' 8"-MOTTLED 2 ' 8 ' Rusty olive brown
clay loam
3 - Rusty olive brown 3 -
clay loam 2 ' - 3-1/2 '
2 ' 8" - 3 ' 10"
q _ Rusty olive gray c1�y loam q _ Rusty olive brown
3 ' 10" - 4-1/2 ' loam
Rusty olive gray sandy
4-1/ 2 ' - 5 ' silt loam 3-1/ 2 ' - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
B - 8 - �
I
---- - — �
I.nd of boring at 5 � feet . End of boring at 5 � feet .
Standing ��ater table : Standinq water table :
4 ' 2" 4 ' 4"
�resent at feet of depth , present at feet of depth ,
19 hours after boring . hcurs after boring .
Not F�resent in hole Not present in hole
htottled soil : Mottled soil :
Observed at 2 ' 8�� feet of depth . Observed at 2 ' feet of depth.
Not Present in hole ��ot present in hole
Comments : Comments :
. . . , . . � v�'r t, ! � 1 i . , . .
Locarion or Project Dickey site, Lot 5 , Block 2 , Orono
Esorin<�s mac3� l�y ;;-]� �'.��tinq , Inc . St�vc� Schirm�i :, Date 11-19-93
Classifiction Syst�m: AASIIU ; USDT�-SCS X ; Unified ; Other
Auyer usec3 (ch�>ck two) : Ilanci X , or Por�er , I'light , or I3ucket X
De�th , Iioring number 3 Depth , Boring number 4
in in
fce� Surface elevation 995 . 7 feet Surface elevation 994 . 7
J - ----- -- —--- --- --------- -- 0 -
Topsoil dark brown Topsoil dark brown
loam loam
1 - 0 - 1 ' 2" 1 - 0 - 1 ' 2"
Brown clay loam Brown clay loam
1 ' 2" - 2 ' -MOTTLED 2 ' 1 ' 2" - 1 ' 10"-MOTTLED 1 ' 0"
2 - Rusty 2 , - 2 , 4„ �}aveloamWn 2 -
Rusty2 , 4" - 2 ' 10" °sandVe c��a� 1 am Rusty olive brown
3 - 3 _ clay loam
Rusty olive gray
sandy loam 1 ' 10" - 4 '
4 - 4 -
2 ' 10" - 4-1/2 ' Rusty olive gray
Rusty gray sandy loam loam
5 - 4-1/ 2 ' - 5 ' S - 4 � _ 5 �
6 - 6 -
7 - 7 -
I
f� - 8 - �
�
--- -- --- -�
I;n� of Uoring at 5 � feet . End of borir�y at 5 � fect .
Standi►�g ti�ater table : Standing water table :
E�resent at 4 � l�� feet of depth , presen�. at 3 � 2�� f�et of depth ,
19 hours after boring . 19 hcurs after boring .
Not present in hole P�ot present in hole
Mottled soil : htottled soil :
Observed at 2 � Observed at 1 ' 10" feet of de�th .
feet of depth .
Not present in hole [�ot present in hole
Cor�ments : Comments :
i
_ . . . _ . . , � ' _ .. .,. , . . . I .,��j ' .
Location or E'roject Dickey sitel_ Lot 5_�_Block 2 , Orono
fsori :�gs made l,y :;-}� ;�,�5tinq , Inc . Steve Schirmers Date 11-19-93
Classif: iction Sy�tc�m: AAS�IU ; USDA-SCS X ; Uni£ ied ; Other
Au���_�r us�d (ch:�c�; t.wo) : lland_ a , or Po��er_ , I,light , or Bucket X
De��tl� , 13ori;�g nuinber 5 DeE�th , 13oring number 6
in in
feet Surface elevation 995 . 1 ieet Surface elevation 995 . 7
J - __ ---- ---- .._ ---- -- -- 0 -
Topsoil dark brown Topsoil dark brown loam
loam 0 - 10"
1 _ 0 - 1 ' 1 -
Brown clay loam
Brown clay loam
10"- 1 ' 10"-MOTTLED 1 ' 10
2 - 2 -
1 ' - 2-1/2 ' -MOTTLED 2-1 2 ' Rusty olive brown
clay loam
Rusty olive brown 1 ' 10" - 3 '
3 - clay loam 3 -
2-1/ 2 ' - 3-1/2 '
Rusty olive brown
9 - Rusty olive brown q _ loam
loam
5 - 3-1/ 2 ' - 5 ' S - 3 � 5 �
Rusty olive brown
loamy sand
6 - 5 � 6 � 6 -
7 - 7 -
I
8 - 8 - �
I
--- -1
End of t�oring at 6 � feet . End of borir�q at 5 � feet .
Standing ��ater table : Standinq water table :
present at 3 � fee� of depth , present at 3 � 8�� feet of depth ,
19 hours after boring . 19 hcurs after boring .
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2-l�feet of depth . Observed at 1 ' 10" feet of depth .
Not present ir� hole t�ot present in hole
Com�nents : Comments :
Luc�ti �n or Project Dickey site , Lot 5 , Block 2 , Orono
Isorinys made Uy ;-1� ';r�5tinq, Inc . St� . � S�.hii:m�>rs _ Date__ 11-19-93
C ;assi f iction S}�st��m : AASHU ; USDI�-SCS X ; Uni f i ed ; <)ther
A,�ye�r ��sed (ct�,�>�:k t�:�o) : Iland X , oi _=c���ei: , I'light , or F3ucket X
D���th , I3c�riny number _ 7 lleE�th , [3oring ilumber 8
in in
feet Suz fac�� elevation 994 . 0 t�.c_t Surface elevation 994 • $
J - _--- -------- ----- -- -- 0 - — --. _ _ _
Topsoil dark brown loam Topsoil dark brown
0 - 10" 0 - 10" loam
� - Brown clay loam 1 -
10" - 1-1/2 ' -MO T Brown clay loam
Rusty olive brown 10" - 2 ' -MOTTLED 2 '
� - clay loam 2 -
1-1/ 2 ' - 2-1/ 2 ' Rusty olive brown
Rusty olive gray clay loam clay loam
-3 - 2-1/ 2 ' - 3 � 4�� 3 -
2 ' - 3 � 2��
Rusty olive gray Rusty olive brown
loam loam
4 - 4 -
3 ' 4" - 5 ' 3 ' 2" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 - �
�
—,
I.nd of k�oring at � � feet . End of boring at 5 � fe�t .
Standing water table : Standing water table :
present at 1 � 5�� feet of depth , present at 2 � 3�� f`et of depth ,
19 hours after boring . 19 hcurs after boring .
rlot present in hole P�ot present in hole
htottled soil : Mottled soil :
Observed at 1-1/2feet of depth . Observed at 2 ' feet of de�th .
Not �resent in hole t�ot present in hole
Comments : Cor�ments :
� . . . . " ., .. . ._ / .,. . . .
Loc�ri�>;. cr E�roject Dickey site , Lot 5 ,_ Block 2 , Orono _
F3ori:,c•_ . ,,�,:.'� h � :>-:= ;,�stin I »c . St��v� Sc:i1� rin��r5 Date 11-19-93
� � — - — q ' — — -- — -
Classi � i�t: ion Sy�t�m: AAS}lU ; USD�-SCS X ; Unified ; Other
Auy�_�r �_.. __ . Icl-��� r; �•,�:o) : Ilar�ci_ X , or Po�:�er__, i'1 i.ght , or Bucket-- X --
Dept:i� , �� �i : r;y nu;�.:,er g Deptii , I�oring number 10
ft�t :rfa��c ei��vation 993 ' � tl�,t Surface elevation 994 . 4
� --- -------- ------ - - -- - -- U - — - ---
Topsoil dark brown loam Topsoil dark brown
0 - 10" loam
1 - Brown clay loam 1 - 0 - 1 ' 4"
10"- 1 ' 8"-MOTTLED 1 ' 8" Brown clay loam
2 - Rusty olive brown 2 1 ' 4" - 2 ' 4"-MOTTLED 2 ' 4'
clay loam
1 ' 8" - 2 ' 10"
Rusty olive brown
3 - Rusty 2 � 10" - 3 ' 4" s°an�d�ec�a y 3 clay loam
4 _ Rusty olive gray 4 _
2 ' 4" - 3 ' 10"
loam Rusty olive brown
loam
5 - 3 � 4�� - 5 � 5 - 3 ' 10" 5 �
6 - 6 -
7 - 7 -
(
B - 8 - �
�
�
I.nd of !�:;ring at 5 ' feet . End of borirly at 5 ' feet .
Standin�� �.:ater tab?e : Standing water table :
present �:t 1 ' 5" f-�et of deE�th , E�reserlt at 2 ' 11" feet of de�th ,
19 hours after boring . 19 hcurs after boring .
Not present in hole Not �resent in hole
Mottled soil : Mottled soil :
Observed at 1 � 8�� feet of de�th . Observed at 2 ' 4" feet of depth .
Not �res��� in hole _ Not present in hole
Comments : Coraments :
��t�R�� . tt00627
PI?RC()LA1�I()N TI:S`I' DA"I�A SIIEE'I'
�.�» �� �
�'.R�1�,IU�111 lC�f fi:l�illl`� I11;I��C �l\___�-P TP$�Zj�C�-t--jj'1C__�---�)Il-_-],-]`-��-�>I.Illlll_?.il q- d.0 �--Tl.ill�.'-
1 r�t hul� I���ati��ii Lot 5 ,Blk . 2 , D1Ckey s lt�lc�le numh�r 1 . Date h��l� ��a.��r���ar«i 11-19-9 3
l);E�th uf h��l� huuutn�2 inrhe,. Diameter ut hole 6 inche�
Soil d�+ta from tcst hole:
D��th. inches Soil texture
0 — 12" Topsoil dark brown loam
Atethod uf scratching side���all Knife
D���h oi��ra�•el in bottom of hole � inches
11-29-93 3 : OOpm 12
Dat�and h��ur of initial water filiin�� , Depth of initial �+�ater filling inches abo��e hole bottom
\i:chod use�l to nr,iintain at least I? inches of water depch in hole fc�r at least 4 hours Automat 1C S lphOri
_ . �tu.�imum��:u�rcicpth abu�c hul� huttom durin�_tc�� 6 inch�,
Time Percolation
,�ime intenal. I�lcasurement. Drop in ���ater rate. ! Remarks
minuteti inches I���I. incheti minutesp�r
i
inch
--- . �
• 9 : 25 prefill 6 '
9 : 40 9 : 55 " 4-1/4 3 . 5 � 15 min
10 : 33 10 : 48 I. " 4 3 . 8 � " "
11 : 03 11 : 18 � " 3-7/ 8 3 . 9 i " "
_ �
�
_ I I
� �
I
-— ---�—
�
Per�ulation rute = 3 • � minutes per inch.
CLRZ�. ;;Ul)G27
PERCOLATION TEST DATA SIII�,I?T
S-P Testing , Inc . 11-20-93 9 : 41 � �� �» -
P�r�ul�iti�,n tr.t r�a�iin��, mad� b�• un �t.u7ing ac j�.in.
� "�,,.,,
Te�c hule lur.��iun Lot 5 ,B 1 k. 2 ,Dickey s ite Hole number 2 , Date h��le was prepar�d 11-19-9 3
De��th��t h�,l� h��n��m 12 inrhe,. Diameter of hole 6 inch�s
Soil�iata frum t�st hole:
Derth. inches Soil texwre
0 — 12" Topsoil dark brown loam
�1ethod of scratchine side��all Knife
Uepth of gra��cl in bottom of hole � inches
11-19-93 3 : OOpm 12
Date and hour of initial �ater filling , Depth of initial water fillin�� inches abo��e hole bottom
�1ethod used to maintain at least 12 inches of ti�ater depth in hole for at least 4 hours Automatie s i[�hon
E
, A1aximum��ater depth abu�e hol�buttom durinc tes� inches
"rime Percolation
:imc inten al. A1easurement, Drop in�i ater rate, Remarks
minutes inches level, inches minutes per
inch
� 9 : 25 prefill 6
9 : 41 10 : 11 " 4-1/2 6 . 7 30 min
10 : 32 11 : 02 " 4-3/ 8 6 . 9 " "
11 : 04 11 : 34 " 4-5/ 16 7 . 0 " "
Percolation rate = 6 • 9 minutes per inch.
CERT . n00627
. YERCOLATION TES1' nATa SIIEET
_�_�u ;
f'�r",lau,�n t��i re:i�fing� nia�lc h� S=P Testing, Inc__,�n_ 11-20-93 .t;irtin,�at 9 : 42 ��.ni.
� ,r,,:,�
"l�.�h��l� I���:�u,�n Lot5 ,B1k. 2 ,Dickey sit 3 11-19-93
�"11o1e number . I)ate hole ���a,prepare�l
De�th ul�hul� h��uum 12 inrh�,. Diameter oi h��le 6 inches
Soil elata(rum test hole:
D�J�eh. inches Soil texwrz
0 — 12" Topsoil dark brown loam
A1ethod of scratching sidew�all Knife
l�e�th of gra�el in bottom of hole 2 inches
11-19-93 � : �O�m. . 12
Dat�an�i hour of initial �1 ater filling , ept o in�tial �vater filline inches abo��e hole bottom
�teth��d u>ed to maintuin at least I? inches of waterdepth in hole for at least 4 hours AutomatlC siphon
6
. \laximum ��ater d�pth abu�c holc buttom durin�� t��i inches
"�ime Percolation
,�im� inter�•�I. �teasurement. t)ro��in���ater rate. Remarks
minutcs I inches I��el. inrhes minutes�rr
inch
• 9 : 25 prefill 6
9 : 42 9 : 57 " 3-3/4 4 . 0 15 min
10 : 31 � 10 : 46 � " 3-5/8 4 . 1 " "
11 : 05 ( 11 : 20 " 3-5/ 8 4 . 1 " "
�
I
�
�
� � - - -
Percolation rate = 4 ' 1 minutes per inch.
� CERT . tt00627
PERCOLA'1'ION TEST DATA SHELT
S-P Testing , Inc . 11-20-93 9 : 43 ����?>
P�rcc�Lni��n tr>t rcadin��, ma�ir b� i,n u:irting a� ��i.in.
Lot5 , B1k . 2 , Dickey site 4 ''�"' 11-19-93
l�est hule location , I lole number , Date hole �+�as prepared
12 6
De�th ul hol�houom inrhes. Diameter of hole 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
11-19-93 3 : OOpm 12
Date and hour of initial ���ater f illing . Depth of initiai water filling inches above hole bottom
�1ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC s�phon
6
, 1�1aximwn�tiater depth abo�e h��l�huttom�iuring tes� in�hes
Time Percolation
�ime inter��al, �teasurement, Drop in ti�ater rate, Remarks
minutes inches level, inches minutes per
inch
' 9 : 25 refill 6
9 : 43 9 : 58 " 3-3/8 4 . 5 15 min
10 • 30 10 : 45 " " " " "
11 • 06 11 • 21 " " " " "
Percolation rate = 4 . 5 minutes per inch.
�Cr�i . �00627
. PERCOLATION TEST DA"TA SHE�"I'
S-P Testin Inc. 11-20-93 9 : 44 `11'
P�r�•�i.:n,�n tr�t r�:utin,_s m:i�i� h� g� un �tanin�� at r.n,.
- ,;.:.;�
Lot5 ,B1k. 2 , Dickey site 5 11-19-93
�t�est h,�l� loratiun . Hole number . llate h�,le ��a���r���are�l
D���h,,(hol� be�uum 12 inrh�,. Diameter of hole 6 inch�s
Soil data from test he�le:
Dep[h, inches Suil texture
0 — 12" Topsoil dark brown loam
KNife
�lethod of scratchin��side���all
� 2
D�pth of��ra���l in bottom of hole inches
11-19-93 3 : 00 pm 12
Datz and hour c�f initial ��ater filling , Depth of initial water fillin�� inches abo��e hole bottom
�1�th��d u�ed tu maintain��t least I? inches of�+�ater depth in hole for at least-3 hours Automatic Si�hon
, ;�taximum���;itcrd�pth abc��•c hulc bottom�iurinL�es► 6 inch��
Time Perculation
:im� inten•al. �leayurement. Drop in ��ater rat�. Remarks
minute, incheti le�el, inch�s minuteti ��r
i inrh
. 9 : 25 prefill 6 �
9 : 44 9 : 59 I " 3-3/ 16 4 . 7 15 min
10 : 29 10 : 44 " " " " "
11 : 07 11 : 22 I " " " " "
( .
Percola�iun rate = 4 . 7 minutes per inch.
� � CERT. tt00627
PLRCOI.ATION 'TEST DA'TA SHEET
S-P Testinq, Inc . 11-20-93 9 : 45 L�'_�"_)
Perc��lati��n [�st rea�lin_�,made h� on .tartin��a� �i.m.
Lot5 ,B1k. 2 , Dickey site 6 � "' 11-19-93
"Cest h��l� loratiun , f lole number . Uate hole ��as prepare��
12 6
Depth of hol� hottom inches. Di�imeter o�hole inches
Soil data from test hole:
Depth, inches Soil cexwre
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knlfe
Depth of gra��el in bottom of hole 2 inches
11-19-93 3 : OOpm 12
D�ite and huur of initial ��•ater filling . Depth of initial water filling inches abo�e hole bottom
Automatic siphon
�1ethod used to maintain at least 12 inches ot��•ater depth in hole for at least 4 hours
, A9aximum H�ater depth abo�e hole bottom during tes� 6 in�hes
Time Percolation
��ime interval, I�teasurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
' 9 • 25 refill 6
9 : 45 10 : 15 " 2-5/8 11 . 4 30 min
10 : 28 10 : 58 " 2-1/2 12 . 0 " "
11 : 08 11 : 38 " 2-7/16 12. 3 " "
Percolation rate = 11 . 9 minutes per inch.
CE:� . �00627
PI:RCOLATION TI:ST DATA SHEET
i.in.�
f'�r:�,l.:n�,n t�,t r�a�lin�, m:�.l� h� S—P Testing , InC . �>i� 11-20-9 3 �tartin,� :u 9 : 46 �,-m'
Lot5 ,II1k. 2 , Dickey site 7 11-19-93
T��t h��le luc.�ti�m , }iole number , Date hole �+a•��r���ar��i
De�,th,,f hole buaom 1� in�hes. Diameter��f hule 6 inches
Soil d.ua from test hole:
Depth. inches Soil texture
0 - 10" Topsoil dark brown laom
10" - 12" Brown clay loam
A1ethod of scratching side��all Kni fP
Depth ut gra��el in bottom o1 hole 2 inches
11-19-93 3 : OOpm. 12
Date and hour of initial ��ater fillin� , Depth uf ininai ���ater fillin�� inches abo��e hole bottom
f�teth��d used to maintain at I�ast I? inches oi�+�ater depth in hole for at least 4 hours Ai�tc�ma t i �- �i nh�n
. �ia�imum��ater dcpth ahuvc hcilc bottom ciunn�� tcs� 6 inchc�
Time Percolation
,-ime inten al. �\teasurement. Drop in ��at�r rate. Remarks
minuteti inches Ie��el. inches minute:per
inch
' 9 • 25 refill 6
9 : 46 10 : 16 � " 1-5 8 18 . 5 30 min
10 • 27 10 • 57 I " " " " "
11 • 09 11 : 39 : I " " ' " "
�
Percolation rate = 18 . 5 minutes per inch.
' CER`I�. n00627
PCRCOLATION TEST DATA SIIELT
S-P Testing , Inc . 11-20-93 9 : 47 ��' "' �
P�r���lan��n t�tit r�adings made b�� on startinc a� � i��:ij+.�
Lot5 ,B1k. 2 , Dickey site 8 '�''�``� 11-19-93
Test h��le loration , Hole number , Date hole N�as prepared
De��th ul hule bottun, 12 in�hes. Diameter of hole 6 inches
Soil daca from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam
10"- 12" Brown clay loam
Method of scratching sidewall Knlfe
Depth of eravel in bottom of hole 2 inches
11-19-93 3 : OOpm 12
Date and hour of initial ��ater filling , Depth of initial water filling inches above hole bottom
�tethod used[o maintain at least 12 inches of��aier depth in hole for at least 4 hours Automatie s lphon
, Alaximum���ater depth above hole bottom during tes� 6 inches
Time Percolation
�ime inter�•al, �1ea5urement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
. 9 : 25 prefill 6 �
9 : 47 10 : 17 " 4-5/16 7. 0 30 min
10 : 26 10 : 56 " I 4-1/16 7 . 4 " "
11 : 10 11 : 40 " 4 7 . 5 " "
7. 3
Percolation rale = minutes per inch.
CERT . T00627
� �
YERCOLATION 'I'ES'I' UATA SIIEI?1'
S-P Testin Inc . 11-20-93 9 : 48 � "'
I'er��,l:iti��n t�.t r�adin��� n,a�i�h� _ g � -- �,n �t:irtin�� ac CE,"n;
— �,i,r<<,
Lot5 ,B1k . 2 ,Dickey site 9 11-19-93
Test h��le location . Hole numbcr . Datc h�,le ��as preE�ared
De�th of h��le b��ttom 12 inches, Diameter�f hole 6 inches
Soil data(rom test hole:
Dzpth. inches Soiltexture
0 - 10" Topsoil dark brown loam
10"- 12" Brown clay loam
Method of scratching sideu�all Kni fe
Depth of era��el in bottom of hole 2 inches
11-19-93 3 : 00pm 12
Date and hour of initial ��ater fillin� . Depth�finitial water fillin�� inches abo��e hc�ic bottum
�tethod used to maintain at least I? inches of���ater derth in hole f�r at least 4 hours Ai�t-�ma t i � s i c�-�h�n
. \taximum ��•cucr depth abo�e holc hottom durine tcst 6 innc�s
Time Percolation
��ime intenal. �lrasurement, Dropin ��at�r rate. Remarks
minutes inches le�•el, inche� minutes �er
inch
' 9 • 25 � refill 6
9 : 48 I 10 : 18 " 3 10 . 0 30 min
10 : 25 � 10 : 55 " 2-7 8 10 . 4 " "
11 : 11 I 11 : 41 " 2-3 4 10 . 9 " "
�
�
�
�
�
Percolation rate = 10 . 4 minutes per inch.
' CERT�. �00627
.. �
. I'ERCOLAT'lON TrST DATA SHEET
<<.�„ �
Percc,l:�ti�,n te�t readin�?s made b�� S—P TP�t-i na , 7 nc- on 11-20-9 3 �t,�rtin� at 9 � 49 � �,.i�,.
� rJrn,�i �
Testholelocation Lot5 ,B1k. 2 ,Dickey sltef�olenumber l� , Dateholewasprepared 11-19-93
Uepth of hole botrom 12 inches, lliameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
hlethod of scratching sidewall Knife
Depth of eravel in botrom of hole 2 inches
11-19-93 3 : OOpm 12
Date and hour of initial water filling . Depth of initial �vater filling inches abo�•e hole botrom
h1ethod used to maintain at least 12 inches of water depth in hole for at least 4 hoars AutomatlC s iphon
6
. �taximum w�atcr depth above hole bottom during test inches
Time Percolation
�ime interval, h1easuremen�, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
' 9 : 25 prefill 6
9 : 49 10 : 19 " 3-5/8 8 . 3 30 min
10 : 24 10 : 54 " 3-1/ 2 8 . 6 " "
11: 12 11 : 42 " 3-1/2 8 . 6 " "
Percolation rate = 8 • 5 minutes per inch.