HomeMy WebLinkAbout1998-010218 - new septic system �
�'� PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: '='F�'�''��"' �`'�=''
Crystal Bay, Minnesota 55323 �-�j i-'���-°
(612) 473-7357 Date Issued: t y�f•#��;jL;
SITE ADDRESS:
7��:.� `,;H �'v'� hl
s�:}-i
i'. � . �4 . r ��—� � _—__ _ �_'(:fi()11.
DESCRIPTION:
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^�F'�ytF''i' v@ sf?ca f.t,�1' Li;ii_I SYi. � J��k� t.l_If'�t���it.i�i�
REMARKS:
FEE SUMMARY:
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CONTRACTOR: — �a����:� ii_.�a-��. — OWNER:
i� � t�:t��lTtir�t:�"F i;ii; I��€i: ��`. , ;`t�,_'�t ��'���;;i: ;;1 L.= :;i;:i4_� i.::_4,IF:,
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t:���..�'.} �.{;�;—`�cY';_'s
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�~r APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE —�'"��
♦
� � ..�j���?-1�
CTTY OF ORONO SEPTICSYST'EI�iPERiI�-IITAPPLICATION
Box 66 (2750 Kelley Pazkway)
Crystal Bay, I1�I�t 55323
JOB SITE ADDRESS: ��5— �"'A��-- j�P"���� �; � , �'h
Occupancy Type: Residential Commercial � Other
Permit T��pe: IV'ew or Repiacement Sy�stem, �a100.00
Repair Existing System, $ 50.00 �_
(Tanks or Drainfield)
0.50 State surcharae added to above fees
*See fee schedule for non-residential permit fees
O�mer's I�'ame: PhoneNumber:
I�Iailing Address: 7a� G,� ,��e, City:�r��c: �P�
Contractor's �'ame: G--L C��,i-�.�+-:� _ Phonel\Tumber: y7� -=i}���i
I�Iailing Address• -M--� �� �- _ City:�e�,�« ���.�:��5�.
. �I�cU w II r� �r r,�,
DO \TOT i1�SAIL PAI'�'LEi`tT ti�ITH THIS APPLICATIOti'--��� ��C6-�` `'
GEYERAI� �TSTRUCTIONS
1, Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will no[ be mailed out. The permit must be picked up in.
person at the Ciry Offices and work must not be�in unless the permit card is on the job
site.
2. Permits will be issued only to contractors holdin� a City of Orono Septic System
Installers License.
3. AIl work must be done in accordance �vith the approved septic system desi�n. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet si�ned by the Ciry Inspector.
4, The follow•in� inspections will be required for all septic systems:
A. Pre-ins�allation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to coverin�.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required
after rouQh-up buc prior to sand placemenc (sand will be jar tested for silt content),
and a�ain durin� pressure distribution pipin; installation in the rock bed.
D. Fi.nal 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 holdin�MPCA Installer Certifica[e shall be present durin� inspections: A 2`�-
hour notice is required for all inspections.
��
� !
NOTE: Applicant rriust initial all spaces. Fill i.n all appropriate blanks, check all appropriate
boxes. -
1. I have received a copy of the system desi?n includin� the Ciry of Oro�o / .
Septic System Approval Cover Sheet. ��
�-h� 1lhe���rr, cr� c�"�� �-��
2. I � 'il be installing the followin�: Scru��.� L�� �,�,� Co.rP �r l��
A• Precast Concrete Other Manufac er
Tank acities: 1) gaI. 2) Qal. ,
� ) gal.
B• Pump Station 'f required)
Pump make & del . (attach pump curve &
literature); system i;n requires opm at feet of head.
, Hi�h water alarm ma & el Outside
• electrical work to be comp d by installer electrician
other nsi electrical work must be completed by
electrician.
C. Treatme ystem:
renches: s.f. Mound
pth of rock below pipe " Rock b dimensions 'x '
Drop Boxes Sand bed ' ensions 'x '
Distribution Box Pressure Dis Pipe Diam. "
Maniford Pipe iam. "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site an) �
trucked in
The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation
permit, a�rees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies tha[ all statements made on this application
are complete, true and correct.
SignatureofApplicant: ��-'��c'-�--- Date: 5�Ir-/�'�
MPCA Certification No.: ' ~ �� o�� �.
Staff Review: Approval Deni
� Revietiver: Date: �"���
Reason for Denial:
:,_,;—.._, � ,
� O� CITY OF ORONO
O , O SEPTIC SYSTEM APPROVAL
����-: . CITY of OROleTO
� d �..4..�, p.r
� c�.2 w�> Municipal Of6ces
,� • t'•����'a ti.� Post Otlice Box 66 .
,� �'i��G cry�Bar,M;��ss�z;-oo�
`�kEs8o4'"
- LOCATION: 725 Sixth Ave. N. - Club House
OWNER: Spring Hill Golf
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing, Inc. REpORT DATE: May 25, 1998
The City of Orono has approved your on-site system design as of May 25, 1998
(approved-disapproved) (date)
widi the following corrunents:
THIS IS NOT A PERMIT. This is a design approvai form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND(cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF O
gy --
Stephen e an, On-s' e Systems anager
T'ELEPHONE—473-7357•FAX-473-0510
i15l�5•':18 lii:�i F9� 61�-1n75011 S P TESTIN�: INC �U�
'rr—..�r :
��P T��T���, 1NC. Steve� B. Schinners & Debra M. Schirmers
951 Ketydid Lane NE • St. Michael, MN 55376 • (G12) 497-3566
. FAX (612) 497-5011
State Liccnse#394
May 25, 1998
Spring Hill Golf Course
Main Club House & Caretaker House
Oror,o, Henn. Co., MN
A Complianae Inspection was oompleted for the existing on-site sewage treatment
syStem consisting of 2�00 In.ft_ of 4'wide seepag� bed. (over 3' wide classi�ies the
System as 8 sQepage bed). Two soil pits were excavated finding a loamy medium sand
and mottled soil at a depth of 78 _ The bottom of the system is approximately 42" below
the ground surFace. The system'meets the required 3' sep�r�tion fiom the saturated
soil. The sizing f�ctor is 1.27sq.ft./ga!lday. The existing design flow= 5040 gallday.
The existing system is in campl�ance_
This site will have 20 employees at 15gaUeachlday = 3D0 gaUdey. The maximum
membershipltlay �165 at 5gallday fpr the golf caurse & 2.5 galtday far lunch = 1s5 x 7.5
� 1238 gal/day_ The showers are siz�l at 25% = 41 showerslday at 10gallshower = 410
gal/day. The 1 bedroom ca�taker house = 150 gallday. The total water use =
2098gaUday.
The flow from the caret�ker housE will fiow to the 1st existir►g tank. Due to Ehe location
of the house approximate elevation 1 Q04.0 and the tank at elev.977.U, the supply line
will need to b� �n�t�lled to allow solids to flow. The flow from the club house will use th�
ebsting supply line at the west side of the cl�b hause. The lowest fioor elevatlon is
approximateEy 998.4
CC�" �� - ,
Steven B. Schirmets
1
i�5/�5-�1g 1i1:�i FA.L' d1��975i�11 S P TESTING INi: �ii3
r.`�- , .
�7�P' TLSTING� 1��= St�ven B. Schirmers $� Debra M. Schirmers
9�1 kC�tydid Lane N� * St. Michael, MN 55376 • (612) 497-3566
FA}C • (612} 497-SQ11
State LicensE#394
L�GS OF SO1�QE�tiNGS
Spring Hill Goli Caurse
Main Club House 8� Cerete�ker Hottse
�rono, Henn. Co., MN
50�1 Pits oomp4eted on 5-13-96, with � hand bucket�uger.
PIT NUMBER 1- MOTTLED SOIL AT 78" - Na standing water preser�t in the boring.
0 - 18" Fiil ,sandy �oam
1$" - 26" Original soif - brown sandy loam 10YR 5/4
26" - 38" Brown loamy medium s�nd �t OYR C/4
38" - 52" Brown loamy medium sand �t1YR 5/�
52" - 78" Rmwn foamy ooarse sand 10YR 5!4
78" - 82" Rusty brown loamy Coarse sand to loartzy gravel 10YR 413 � mottles 6/8
82" - 90" Rusty reddish brown sandy loam 5YR 4!4 - mottles 6�8
PIT NU7IABEB Z-NO MOTTLED SOIL PR�SENT IN TH� �ORING.
0 - 26" Fill - sendy laam
26" - Sp" Original soil - brown coarse sand to gravel 10YR 6/�
5�" - 60" Brawn sandy laam 10YR 5/4
�p" - 96" Brown fine sand 10YR �/4
U5i�S-:1$ 1U:27 FAL d1�4975�111 S P TESTING INC (�jii4
�LN�}I�l1DUAL SEWA.��TK�A.TMEN1 SYSTE1Vi WORKSHEET
- �C1s�7��., S�.�`.�vvti.
FLOW Esema�aa s.,�e F1e�s in Gauoes ver dar i
A. FstialBted__S Q.�l �gpd �'�lU}� �Lt�+� � :
measured „_ x 1S= _gpd N��nba Zypef IT�aII Ty�m �
SEPITC"CANK VQLUME ' � � � �
$. �� _C. .� 0 0 , galions �c�srt!-�b z � 300 �s iso � ;
� - c�.Db� � � ! a50 30D 21e I of�c �
50ILS(Site evaivation data} s � �s�a rsoj � i "';� �
C. Depth to restr;i�ir►g layer= �J 55�1�.-q feet i i ►o�sa i b�an �o ; Tn�' I
D. Maximuat d th of svstem C-3 h=_ �'�z feet>�'�-�.��sT��+�) e ; izoo I 67s aaa ! �a
E. Texture%�"� Y.. �"'"�Fercolation rate.L�l s� �iPI � ; mi"°"" •
�. SSF j,j`�sqft/gpd
C. $lope — % �a' �� �
liywd���.
yu�cler af �1;nimum Liy�od " apd�ry.�+b w�h��prsa��c
�'RENCH BOTTOM ARE,A. B""°�'�* �a a�+ sni��
H. For treaches with 6 inches of rock below the pipe: �i rk: io�°ou i�sa�o ��
A x F- x = sq ft of bottom area ,sh;y ;� � �`�,'
I. For tr�ches with 12 inches of ro�lt below the pipe:
A x F x 0.8� x x�.8� sq ft of bottom area Soi1 Cbara�t3a aod Aeq�red Ae�s
J. For trenches with].8 inches of rvck below the�ip�: ror rm��
A x F x O.b6��„x x O.GG n sq ft of bottom area �,�,R„�� 5y,,,,,«
K. For tses►ch�with 24 inrhes of rock belvw the pipe: Min�c�s � soii-r�� fxt pd'g�tlon
A x F x 0,6= x x 0.6= sq ft of bottom area �M� p"°"
B�D B�TTOM AREA � F���a.i- ca.�s�,ea --
P-I �9 S S�ad 0_83
L Far seepage beds with 6 or 12 inches of rock below the pipe; o.��o s F�s�-� i.6�
15 x A x F= 15 x�t�x�31=9��sq ft of bottom area 6�0 3a S�io.,o� i e7
a t a as su��oam �on
ROCK VQLUME IN CU FT �1�6�e 60 Clav[�am _.�0
Slowa�han 60��• C]a�
M. Ro�cic depth below disttibuhon pige Qlras 0.5 faot tiu�es bottom azea: . sea s���ia�.g��-��--�
M-Rack depth+6 inches x Area(H,I,J,L,K) uu:wucns tor np�l�p�„mo�e���x
,.� +osh)X�=��ft �' ��,�����f��°
ROCK YQLCTME IN CU YI7$ •••Soil�ith too lu�q sp���of e�y for
N. Voluuie in cu k di�rided by 27 ��ao or�n m�nupd�sysum.
M+2�=cu yds i�o+27��cu yds
R�CTf WEIGHT 6�ache�� 09�r1R�edn�on"
p. Cubic yards tiate.91.4- tons 12 i.n�.e�Z09'o ReduCti.an
N x l.4�tons��z 1.4 a 2�Ja tor� 18 inche�34°�Rldaction
� z4 inch�=4o4�o:Re��a�
SYSTEM LENGTH `sizing for�g�ave]le�s Crench
P. Select trench vridt�+_ `�- _ft
Q, pivide bottom ar�.��y trerch width: (H,I,J,or K�+P=
luieal feet C�obextile Fabnc
�f�+�a�o �e�3 feQt q�: �o`i�.tr4.}4C:o�sa���:,�,: s 2'Rxk Cova
(isy`po�`+4�.o
Ql. Gt'dvElllSS F�e�sig!►. ' +'„-�•c••�P -r.�F�.
���Jaa, p..p
A x�+(3 for 10"pipe,2 fvr 8"pipe,width of the Chamber) a.�b �+�Z�.
x + II i�)Dr� .y. OFv� 4"Dist.Pip!
�•br�r� q� �b,.
• - -- �t � a�.?.. �:a�:, )
d��. _;�.� at-
LAWN AREA 14e� �o� •bF.��s •�� a
��{.�-��.i.,�. .�.�t. �� i 1
R Select tseztc'lt spadng,�entet m center� fCet d"'r'��{ ti. �►iti'. � � �,
S. Multi 1 �ch. aan b lu►eaI feet R x Q=sq ft of lawn azea `" *��y����' `'�
vq „
. t
P Y � 8 Y ` ::�.��'.��a�_.�.p�, A�,
. X.�.��= SCl if .well�PO).0'�eit�4����,� ��24 Rock
o¢�r�� --- �e;: 3/4-21/Z„
� d �► ; w t�y • ♦*4•
LAYbU'Y'(Use other side) a;;:�i*�;': *�'�;,�
r�'r-.
1.Select art approprIate scale:one s�quar�e= feet , d�,.�►� � �;�,4�:.,�:o , `
Z.Show erfa��t ro bottnd.�uies,ri t-0�wa ,easemen�s. }��,.�,�„� . . ,��er�
P P P�iY Sh Y acoa� '4� . ae4.
� 3.Show location of house,garage,driveway,and all other
iatprovemenb, existing or proposed 1�-�-wath
4.Shdw location a�d layoat af sewage treatment system
5.Shaw location of water suppiy well.
d.DimenSion�11�et backs 8rtd sepaz'dtion diSt�I'►C�S-
OS%25.'99 11.1:27 FAY 812�9751.111 S P TESTINC; INC ���5
��.I " • IV V�C . A L[_ ^�iE:AS D1 'Y UfCIO CL��L4Y ! r J� f
Ca�.o.oint�. 4Tl-{�.R '�HAN "� �o vE�L.c"
�y � c_�Ess t�oA4 aHAr.-�.- H � �"o �L � ' ' � �
Is-rfirl�uTEd � tSC Se.E� C? w M � ' � � � r� .
r.c o.O.Y. f'�'►�x �k'f( P¢.� W N� � i ..r
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� O� CITY OF ORONO
SEPTIC SYSTEM APPROVAL
���, � :
����� , � . CITY of ORO�TO
`� � �5;� ����- �" M�►�o��
�,� � '''�'•��a �.� Post Office Box 66 .
,� �. {'1�`�,�'G c�•��r,M;,��ss3z�oo�
�k'ES�'i��
� LOCATION: 725 Sixth Ave. N. - Rest Area
J•
OWNER: SprinQ Hill Golf
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S—P Testing, Inc. REPORT DATE: August 9, 1997
The City of Orono has Approved your on-site system design as of June 1, 1998
� (approved-disapproved) (date)
with the following comments: Both the rest area building and the trail must be 20'
from the drainfield sites.
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the
Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND(cars, trucks, earth moving equipment, etc.)is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF O O O
By /��'�'J
Stephen W an, On-site Systems Manager
� TELEPHOIVE—473-7357•FA?C-473-0510
. . .
S-P TESTING, INC. 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
August 19, 1997
Spring Hiil Golf Club
Rest Area
Co.Rd.6 �
Orono, Henn. Co., MN
This on-site sewage treatment system is designed for a rest area for 150 golfers at 2
gal/day/each totaling 300 gal/day, in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances.
The soils on this site are SCS soils mapped - HcC2 - Hayden clay loam. The seasanally
saturated soils were located at 18" to 32" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 4.6 mpi.
An event counter and water meter will need to be installed.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be installed with a light
and sound device, this is in case of a pump failure. An audio alarm & light must be
installed with an exterior light at the controls in case of a pump failure. There are 2
options for the pumping chamber. The first is to use dual pumps with an altemating
relay and the second is to install a larger tank with a minimum of 3 days of reserve
storage.
1
The manifoid 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 tumed over,
just break up the sod, be sure not to over work.
Due to the limited use during the winter season, the tanks must be insulated (top &
sides) to prevent freezing. Also recommend to pump the tanks at the end of the season.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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 Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating 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,
due to adding more solids &fine solids passing through to the system. Excessive
amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to
treat septic effluent. Additives are not recommended. Recommend to pump & clean
your tanks through the manhole by a certified pumper every 2 years. Check with your
pumper to set up a schedule.
c��""`''� �, -
Steven B. Schirmers
2
MOUND DESIGN WORKSHEET . ,
(For Flows up to 1200 gpd) ��,,� �� �� �� ��
A. FLOW Esttmated SeMte Flo.v In G•tlon�pa D,Y(gp�
Estimated 3 o O �d N'o°e .n,y�� .q,�i� ry�iti .n,y�rv
or measured — x 1.5 = —' gpd. a�a►�
s �oo us i ao .o�
3 �30 300 31E •r
B. SEPTIC TANK I.IQLTID VOLUMES � `s � ;'so � ."
a—/v O c� gallons � ia��o � iio �
.�
w.a.
,�����.� d f200 675 �Os
C. SOILS (refes to site evaluation) ►� r,,mea ,�,,,, ��,
1. Depth to restricting layer= a.�s'�3 a.�' inches s °�„m �..., �,
2. Depth of percolation tests =_�, inches `'""° `'""'
3. Percolation rate �•b mpi �i��` i oSOoo i'.s'o
4. I.and slope S % s«s tsoo �so
7 R i Y.000 ].00O
ovs 9 Sa�!Sp C-6 (a ls)
D. ROCK LAYER DIlv�TSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 =
.
3ov gpd x 0.83 sq. ft./gpd = �.�� q sq. ft.tw�'o = a�y°
2 Select width of rock layer(10 feet or less) = i o ft.
3. Length of rock layer= azea+width= Rock Bed
a�y SC�. �.+ �_ft. _�_ f t. �rti}ti��::3"n�'r 3�}?r2r�3'�`f�
�•�.�,N.•L•ti.�•{•ti•ti•�•ti.�.�•,
.r.i•i i•}•r}���•�• •r r•r•r•i• �dth 510 ft.
�.ti.'►.{1+•ti.y.L•ti•�•��.;.�•ti•ti•ti
{fti:ti:'s�s��t�►�ti:tir�:tiNri�{r���
.r.r.r��•r•r.r•r•r�•�•r•i•�•r•�•
E. ROCK VOLUME ~— 1'�'�' —�
1. Multiply rock azea by rock depth to get cubic feet of rock;
a�y sq.ft. x �•us'ft. _�cu. f t.
2. Divide cu.ft.by 27 cu. ft:/cu. yd. to get cubic yards;
�cu.ft. +?7=J I _cu. yd.
3. Multiply.cutiic yards by 1.4 to get weight of rock in tons;
�cu.yd.x 1.4 ton/cu. yd. _ ��' tons.
F. /�►uJ�.J��N YY iL� Ll.�' � � NM1dth SlsSn Lbk
CrO� Iw�r
1. Percolation rate in top 12 inches of soil is .� mpi M�tl�� �il'Texture �,� �,':
i„� �_ .:..�.,
�
2. Select allowable soil loading rate from table; Faster than 0.� oarse Sand 1.2o i.00
�- ' d/ft� oa cos s�na � �.20 �.00
, l J $P 0.1 to 5 Flne Sand �•� Z•�
6 to 15 ndy Loam 0.79 1�2
3. Calculate adso tion width ratio b dividin rock la er tb co ao Loam o.bo z.00
� }r $ y 31 to 45 Silt Loam OSD 2.40
loaciing rate of 1.20 gpd/ft2 by allowable soil loading rate; 61 eo 21 o cta�l�°�a' 0�4 s:o�
1.20 gj�d/ft2i •���gpd/ft� = a- Lo�_. Slower than 120 Cla - -
"Soll l+�rin6 50'R a man d fu+e or�er fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�,L7 x1Q_ft= a�•� ft
G. DOWNSLOPE I��WIDTH • -
1. If landslope is�6 �niore,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�,L,7 ft-�_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 �r� feet ;
b. Multiply rock layer width by landslope � rene re�.r
to deterinine drop in elevation; : i reoc ao .a
SIOj7¢DIffCJ'�fSCB `s�oyrettos >t��t i: . � t
�_X � %-�lO0 =1�,feet s�o�� Ctt��nnc• •
upsiove w�a�n
c. Add depth of clean sand for sepazation (2a) -�-<GeL R,�k e�a w�a�n
at upslope edge,depth of rock layer(1 foot) to depth of �re�� Downsl De WIGtn
cover(1 foot) to find the mound height at the upslope edge ��°°`
of rock layer;
/.0 ft+ lft+ lft= 3,0 feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3 .3 3
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3•3� x 3.0 = /a feeE
f. Add depth of clean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
3, t� ft+�ft= 3•� feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of S,v
h. Multiply dike multiplier by downslope mounci height
to get downslope dike width: S,J x 3•,f =_1�feeE
i. Compare the values of step G.1 and St�p G.Zh Select the
greater of the two values as the downslope dike width; y
;::>;>;:;::;::«::>:.»;::::»>:;:::»:;:>;:;
:;:<.:�::.;:.:::»<:.<>;:;:;::<:;:;<.:<.: :�::_:,:::;:<:>:�:;:::�::<:>.:<r:::�:..,.
::.<.>::::::::::;<�<. ,.....:,.:::
f ;:...�;:<:>,:.:.:.:....:..
eet :>:.>:;.><:>::.:>::�<�:;;::;:::>:.»:::>::»::::::>::;:;:::<::<:
� � :.::'w�ain::::::a>••.•.S:s;»:.::>.;:.<.:r:.>:?:::;•::::>:;::;,:.r.:,.:.�::::::.::::::::.::::::::
�;?UDtlo
��,Q :::�y,�i;;•::::c�::%z'+.>.;::•,,;.t•:::o-SR:;'•;;.ix:::::��:%k:q:;;:r`•.:<:<::>ik.i:::;S::
�::!r:>:::.�:::>xs:
i:;::�vR : ':':k>.�'•'.:•.:•.,'<`•:y:::>':::':.::•,,.§;%;�i�i�.::i::.:::
: �fS1.f��I :?�:,3r.? .;n.•:>tn.s.;;7.,.,.;..w.S::::•::::..•:::>::s::::t:;s>?:;;:>
SUITl Of <•...�.�....�::::�•;:<::��':::;,F.:>:::<:.:r:.;::.::::.,<•.:::::::.::::::....:.:..
,.:•.:•...;.:
<•.:::;....:.>::.:
. . ,.....:.,
::.:::...:<::::::
:::.:.;:.:..:.....
j. Total mound width is e v��f:.,:,:.�;>:««:<.;:A.<:.»,>:.�::... ....,;>;>:<<:�.:::<::;
:u.,A>,;;r. � ::,.:<...:�:.;..>;:::
upslope dike (G.2e)width plus rock :``:';``�.�`:,:�; p ��'':.�"{::::;�`:::
:;.;�%'•�< �i?: R CK D�E W10t� :ya:s�>.:,{;:;,:::.::;•:;
,....S?:.�#... /u ��.L u�t .
.:::::::.,.::,:::::: •.::::.::::::::::.,,
layer width (D.2)plus e �o•��o•w�a�� :"�'�•e�.�°
- �r..�
. ,.>,::.....:..:.. ,.:.;...:.:.: .
� ::�::; .a:�::.<{:::��:,.{::..;.;:;.;�;..>�,,,�::.. .::
:;:�,r.:i;%�°�f.. : � ` ;s#�:u,�"' �k�:::#:, iG. >:8:��:;•••::,::::i>;:;r;•.
downslo dikewidth(G.2i); o :r:F>::,..,:::.;.�«.>' :,<,.. :.���� <'�,�s>:�.;:...�,�..�;:�..v�:.. :.:>;:<,.:::::::::.<::::
Pe !:>«>:>:r..•>,:.. : �:::��.,:fv� .,,F..::t»<:�n;fx;>::.;>:r«:<:<:;<:::f�.::�:�v<::::;<:,::::>:>::::>:::::
{..:�; .,���..'�...�� �
o <..,..#..:�.>.:.;<.� ..,;_:: >�.,ry>�;��..�::�:<:::.:::;,;.,....:,.::.f. . .
'/ �:..a..>.<.......,...: .::�,..a�., ,..<.x u.:......`:.:_<.;:;:•<•<.;::::s�:=;>::::<�:<.�<::<::>:;:;;<:;::><:;<::
_ r- `',''•?E,.:.,.�.::•...,:,.:>.."'•^�x:::.::.:., ::.>.�•.:::::.:;t;•.::�.;::•:;�;c::.�.<.;:::::::
1x - feet :.:,.:::.<.:.::....�.�.�.��:��<..... .::.F::::.:::::::.:>::.::.:::;:::;:.;;:.:::::.
� ft+ �� ft+ ft 3 s� xv>:�::.::..:<,,::.:h�::>::r<<:�:<;:::<:......:..
�� J� r.{}U,•,'.;}},4;�:::•i:fn:kiSY4'•::'�.
� :'rr3;,;�x•.':`:.;i}•.••..;:., i.,•.,,'•.}:;• � 1 M�EIN i':i:t^::•:•."}:::::ij'•{.'»{';:��•v.':'s;2�i<:;.::'�:�i
..t...;'::•.:• �. DOWIIt O .S.vyfir.�..k... .�
::::#r:::::;:;�i,z':$;:?y••,'`:•':•:+y::#;nvt;S:i� tt?:.:'1?;<:?'•ti:%:.s;e;:;;:::;::>;:;;:r:;:
i e sum of 38 `�<<;;>:��v.�.,::.,.:..;,:::.,n�:..;.,.:.�<:, 1��..�
k. Total mound len s th ,.t�.,r�n..;::>t. : <},:..:n �<:f:>:>:.:>:.>:,<':::>:«<::::
8� ;;:k.�,`.',r �x� ,.,y�y,y� �-::f:�:;�.�..;�:�:>;::;v::;:::><;::::<�.,,..:;....:.�.
:;:r},:v<'+c';.?�6�4iM1�^�+�,f��,�Y,n,r�. �M'i:�{��;:5?ty`i^}:2�i�}..,tvr�•:{.,nx:::.':•:ii:..,.;;'•�.A. •::N:{�`i'r'.•`:�iii.'•i:::;:i:;
;:.:.<,XC.,•,:;'�.i;:::y.�;�5 • 9:,<,,, ,.,E,^�:f:h,>.?r;a,!.;••:.;r•,.::�::•;•;::;:.:;:;::�:;;#;.;:::%?�2�52.;•:y.f:.,:;:.:::•5:;:
un dike width G.2e lus rock la er ���.><:....�::�,'�.�.�,��>�:�:��:.::�::....:»<>,.:;;<::>:...:�:��.:> ..:>«::.:;<>:.,::::>::>�::. ... .
Sio c >P y :::�:..;{. {. . v�;. �.x:..;,:: . :.<. .�.: . . t::::.:::::::.,:::
l'� � ;;x�s•:x>%%:>�;':x:x:'+'hr{.t.:,.::.ti F :•�'>•^ :s;n:..;;$..r;y.,•,•:.:;:.;:,>+•:.:`&•i:•s:i2<�:....:x•::::�:.•
;; •s6•<•:4s:•'•�fr�..4.� :�%h,#:•,g;�.�..•:•:Z:�:�:i�•:....i..:#r, ••:?;<•:f>::F,,.;:,,,.i;:.;;:.:.;�:#
;:a>5,...<.:r...::...:.;•<::7.'i. .<>,. �:i�:•i•+,.•;�•;,,;4i;:;.;..:::•i.`•:a�?':�i�?a:;:<+.::%!.:<::'•:;>:::+�`•+>::<:::::
�{. u 1 e dike width G.2e)' �:�N�:,:�::;;h;:��. n�...�,:�.� .,.;�:.�;..:.:;>�>�::€�<:�;;<:,�.f:::::;:.::k:.�:::::::::::.::l:.;:::::.:>;:;..,:
len h (D.3)plus ps op , ( , .� :�� ..,..•{.:��..�..�:;�:,. .�... .. �.��:.. .:.. .. .:.
fj• :g;::;£:M..r..;;YC:. ,s:.,•;. `�:.,>,;�.:x,;$?k;s:'•;:;:.;;::>>Mi:;;;<;;;:<:;'s>;::'•?>r<%i::�:::»Es.
v'v:}',.��r�.V•#`.. ...��3..;.'•:::;� .fi;.• 3 '+�3:. L . ,
..:y::i•:"::s�:::+a'.•.,.. .5.,. . '�,Y r.'4'fc ticy.•.{;:.;5�t:.:::.;;•;•.,:+,...ti:r.:::•`'.ri:.::;t:�:::r::':;::>.'•::•:,:;:;
� R;?i::3�""t:r..;•;:^•`.5•r'•:.•>q:.:�'•�::>,.C,.. `;,:}:%t.l:;:`.;,•v,:?'sv.k..: r;.a;.{r:�::x$::v!.::.
Ifl ft+ a�ft+_LD ft- � feet .,..:::�,::.:.:.:v..<:<,,::.:.:.::.�::<.::��::>:::,..:A::.>;:�:>::,>:.>=v:,<:.>:::::..:.:::::.:<..::;:.>:<::««<:<:::;:v:>:>::«:<
1 �S +- � � �+- 1 tt l�3
Totsl L�npt11
wu ope PS oPe
3:1 Ll S:1 kl 7:1 3:] t:l 5:1 &1 7:1 8:1
1��ops
0 3A lA 5A 6.0 �.0 3.0 6.0 5.0 60 7.0 !A
1 3.07 1.17 5.26 638 753 291 3.85 4.76 5.66 651 7A1
2 3.19 �35 556 G82 < L87 3.70 �SI 536 G11 6.90
3 330 l5� 5.8! 7.32 8.86 7.75 3S7 1.35 5.08 5.79 6A5
{ lAl �.76-, 6.75 7.89 9.T2 26B ,1.l� �.17 �Ll� 5./6 6.06
5 353 C 5.pp 667 . 8S7 ]O.TI. 261 �3�3� �.OD �.62 5.19 5?I
6 3.66 526 7.1t 938 11.07 754 323 �.85 L41 �.93 SAl
7 3d0 556 7.(A 10.74 17T! 2<8 3.12 3.70 �.Z! l70 S.1]
8 3.95 528 833 115� 15.91 2l2 3.Q! 3S7 LC6 �.�9 1.88
9 4.11 625 9A4 13.0� I8.92 236 i91 3.15 A90 l30 �65
10 �.29 6.67 IOA 15.00 7333 23t 286 333 3.75 4.12 4A{
11 �,{B 7.1t 11.11 17.65 30.17 ub 27b 3.23 3b1 7.95 1.?b
12 �.6y 7.6A 1250 2t.{3 �3�5 221 270 3.12 3.�9 3.80 1.08
F-17
rrrnrP SEL.E�TION PROCEDL_m_E
E/Q PEfIF'ORATION Of � PEHfORATED �4TEpAl
A Determiae pump capaa.ty: w-�"
Gravity Distribution T»»u '�y
1. Minimum suggested is 600 gallons per hour(10 gpm) ro stay ahead of ,.�.-.,: ••� �• M�..»„w F,,,k,M,,,.
�r ,..
WS�r Ll$e m�. t/w/6N l/PM YrA MI�N tiR w ww cww.�
'Mi�eN mY�MVRI
2. Maximum suggested for delivery to a drop box of a home system is 2,700 , MM.��"����..�°^'.'^
.,��..,.., t..
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. y; ,,-y�«.� �:•�.�.o.
.��«<<„�.,
. ..,«.��.�.�«.�
Pressure Distibutlon 0Mi7r"'�" ''�"'"«",•"�
3.a. Select number of perforated laterals 3 ` � .
b. Select perforation spacing= a:S feet .°«�".�;�.�"'"'
c. Subtract 2 fti from the rock layer length.
�--�-2 ft.= aS . fee�
d. Deternune the number of spaces between perforations.
I,ength perf,spacing a�ft.+�Et.=1�spaces Requi:ed Perforation Disch e
e. �spaces+1=�_Perforations/lateral �+S���'41�,u«cBP.,�
f. Muldply perforations per lateral by number of laterals to �a� '�2„��,,, ��°�►�'
get total number of perforations. �-�-,, x-�--Q,,= 3�perforations. �tcec�
g' �" "��-�gP� 1.Oa 0.56 0.7�
SELECTED PUMP CAPACTTY�_gpm Z.��J �.8� 1.�4
B.Determine head requirements: a.Use for single family homes
1. Elevarion difference between pump and point of discharge. b.Use for all other applications
�_feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
_ � _feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �P���8�
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L._ ),1 1 f�/100 ft of pipe T��y
b. Determine total pipe length from pump to discharge �evation Differencel
poinG Add 25 percent to pipe length for fitting p�,n,p q��
loss,or use a fitting loss chart. Equivalent pipe
length-1.?5 dmes pipe length= F-18b
�x 1.25=�1 � feet 1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss tiy multiplying � �;�,�..��oo a�P;a
friction loss in k/100 h by equivalent pipe length. 10 0.69 0.20
Total fricdon loss= 1„ � 1 x � I � +100=�_feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 o.a8
18 2.03 0.60
20 247 0.73 0.11
�_+�_+ � ?S 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0..39
TOTAL HEAD �_feet � 45 1a.73 3.28 O.a8
50 3.99 0.58
55 4.76 0.70
C. Pump selection 6o s.bo o.s2
1. A pump must be selected to deliver at least
�y_gpm (Step A) with at least '1 � feet af total head (Step B).
. �
\ �/ ( �
� \ � I 1`-1"�
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w-�-�u��
� 1�"�Q t��� N�A�/�( �2U�4M�a-�-t a�� o� �
'11k� �o�os�a �C��r'��+-� �.�-S cs�C'o�'� �
t�-C6� Gc��sK'��1 c�(i o�-1• � �
�� �i 1 �QP'�ur�G
� v /� �`� �� ` / /
��r' 1 � � +9��.� ,
� '�J� � i C /� �
¢( � � /
7,I _ � �
�
� 4� '
�'p �� +q "�� o' �11;`�
.o���
�o4o:r�m �� �> � �
; '(}�-a`�`� � �\ `,, 5'}�,� �1'CJ'Q-'G r
�� ', i ��C4f1?-�S1U}-�
� '�
�� �P�cnP� \� ' � � 1�-g��'4
1 4�0-�4�i-�� �) ,�i' �
�Avt�t3� �'\ p
+9` i.L '
♦ '1 �
� �.� ,,�\. *,r
� �!� � � ; �.;
� I� , e, � � .
e � �
-I� ti��.�,�
I � "�9�z.`J
.,ar-.•,. 1�'�`'OSG�>
;� �,{` ��__ ��1�h-�T
�o�.c 1 '`' �- 1
�' ' � �� .� -�
Yi� ao,,y 5�y.�
W o � \ If .
� + ��5�.� � / -
' °+�5.3
�����1 � J.
-+�� _
� P�20PERTY CF: S;w�+-EL��.1��.`. l�o�� �.il6
B Percolotion Tests Scale� 1-"=�0�
'����1�-�J o�..1 S'. �1S�e �-`r'�'o.,S G`,$oii Borings ��-� Vk��1�- Go-�eo �. _
r�u� t�s� o� �CSJ�.�,v�u�, ns �C��� �BencF: Mark
Q-o�0 1�-��I . !���1-� , G O . -
f^�u� -s o-o'P Sv�J�F-! �c��c�����8-
v��o so� �N C • b�A-«o t1�� 1't�� Note= This system is io be construcied to meet
tne M�nneso�o Po��ution Contra Agency S—P TEST/NC'i /N
Chapter 7080 & Local Ordinance � t � )! �
Devqred By: /�- -- �
Note : Check all underground utilities po:e �/sS/�, �-t.6t2-497-3566
'I . - ti� ' -
' io' �:, ss
� _ �
I i Iv �c a7' fo�ti ae-p � _ _ �
— �_ _
38 �
I '9 - _ �' `�
� 3.0 -toe of s uo '
F��.Lqo4.v 3.5
l.v�5 A►-La 9'13.0
P�A� v���..! �--`_��1-- S�°
SET- BACKS �/ � �� , �
Syslem must be�
-'�''��''� ��� 7onk.3�.� from property 1'u�es X - �P�-��n,.� c����f-�� w�o-<�_,
� frorn weln
� � f rom b'd95- , w�n-�.o s
'veotmens orea = frorn bkes, ?�� ��,��w�� y���es m,st be locoted in a
TreotmeN oreo � from property lines.
Mks�Ho�s •a•.��+ t�" Z • , weothpr prooE endosve aAside the Wmpin9 chomber ond m«tihde
'►��i � C+r�crF�c` �.from we.k
�o f rom b.6gs.
u1������ �..�t� 1�2'irom trees SOIL BORIn6 EI.EVA710NS
�� 1 � c t� �� r
�m� • � � TH.io Ei.-923s3
, .
� 1 3���• _ 9� 5 %TH.��.F� 32,L�
Tank � Tonk - ��� TH+1�El...-32�.�
�r�oo to Tonk I "� PRESSURE DISTR18tlTION MOl)NO SYSTEM .�..f;"�3cL-q�`.�
� TH` . El-
I N,in.!�io 8� �Pumping
Max.l'to4� � ��P T���[.s Sl�A��oc�J Chomber El.NA7�OV ol PRO?OSEO PL�MPWG
CHAN,BEn�9)�.O 1+'�0�'�1�nn4 9 t.�•o
-4�l0 6�diu.pipe A�Br1�_.._���ti.o►u � co�a c.g-r��
s,�r�-�3 9��=
SY5'TEM DESKiN -MOUNO �.� ArY�6�-1-- s�� �-�iC-T'�_ �c�v aa I dl�_ _ ---
TYPE-=,=BEOf�00M . Averoge percolotion rote minJinch (design-83sq.ft treetment area pergol.of daiy sewocle flaw)
30� �,/�y x.83sq.ft/gd. ° sq.ft.of treotrr� oreo +10°!0=.3�.�.sq.ft. (=10ftwidth=.��-ft.�ofbed area+sidesbpe r�.,.�to I x�heigtt=.�_ftx�f#.lawiraea needed)
ICtean rock needed- �` -sq•ft iceotrr�erd areo x •L�.depthd rodc=���.a.ft=27=�L_ai.yds(3/4��fo 21��da.,indudes 2��of rock obove p'�pe)
� _c_Q44.�S� Cleon sa�d fill below rock needed 11�a.yds. opprox. , sa�dY bom bak fdl �S a.yds.oppco�c.� topsol 6�.��4v.yd. Av�. �,�uo o�Q� •I,3 �
WAStk�iO �EC�M���1�_.:"CO �00.�0�1u -Co_'CoQSo�`.EoE- \F�R��?4F�g-_1�5e2Q��—�a�Yfl)
Number of tanks required a � Ist tontc Oe� yol ,2nd tmk 125�go�.muim�rns f�u.�s P�t n,Q►N i..�. ` �am p E g-
i ��S1w+�s-oa`-�'�.��tJ
p u m p i n q chomber co p o c i t y- 25'/e of da�y sewoge fbw of,�52Q gol.=�_gol+resclve s7ange of �-5�@gzr�-{B�.9�.12.gol+p�pe bodc dra+noge— p R p P E R 7 Y 6=:5 �- �'`-F
I of___L`�gol./IOOIin.fLof��db.supp�Y piPe� 1'm.ftneeded��, .�S�.gol.imonifo� I�golJqOfnftof3�dio.pipe,fniineeded._2_,.�_gvt• . o �
� total capacity needed�gol.(plus oreo for pump) us� r+�,r�. �,�gq 1.ca P. o �>>..4. Go.
! Oistribution pipe �L�da. , �S IirL f t� ��-do. perforol'ans���oport
IPump 5¢e ��_hp. (pumpaWe copocityL�_gol.4qdes/day) J���o I�; � H�Ao P�.��s �Qt,_S_�,iFt�-� 34 ao.� ,n. $—P TEST�NG / C.
� No1e� Whcn cocu�ruc��ng bcd .- , tris oreo shoutd be shoped Note= Uislonce irom treotmeni o�eo �o ne'gt�bainq w^_Ils— � peSigned 9y� -
� 10 diverl run-of( (rom enterinq treotmenl oreo, �'�� ��� �vv � pH_ 6�2-q97-3566
� �oic-5����52 �
�
�7-P TESTING� �NC. 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
LOGS OF SOIL BORINGS
Spring Hiil Golf Club
Rest Area
Co.Rd.6
Orono, Henn. Co., MN .
Borings completed on 6-12-97, with a hand bucket auger.
BORING NUMBER 10- Elev.972.3 - MOTTLED SOIL AT 18" - no standing water
present in boring.
0 - 18" Topsoii dark brown loam 2.5Y 3/2
18" - 34" Rusty gray brown loam 2.5Y 5/3
34" - 48" Rusty gray brown clay loam 2.5Y 6/2 - mottles 7/8,7/1
BORING NUMBER 11- Elev.972.5 - MOTTLED SOIL AT 18" - no standing water
present in the boring.
0 - 18" Topsoil dark brown loam 2.5Y 3/2
18" - 26" Rusty gray brown loam 2.5Y 5/3 - mottles 7/8,711
26" - 48" Rusty gray brown clay loam 2.5Y 5/2 - mottles 7/8,7/1
BORING NUMBER 12- Elev.974.5 - MOTTLED SOIL AT 32" - no standing water
present in the boring.
0 - 18" Topsoil dark brown loam 2.5Y 3/2
18" - 32" Brown loam 2.5Y 5/6
32" - 44" Rusty gray brown loam 2.5Y 5/3 - mottles 7/8,7/1
44" - 48" Rusty gray brown clay loam 2.5Y 5/2 - mottles 7/8,7/1
Soil borings cont'd.
BORING NUMBER 13- Elev.974.2 - MOTTLED SOIL AT 28" - no standing water
present in the boring.
0 - 16" Topsoil dark brown loam 2.5Y 3/2
16" - 28" Brown loam 2.5Y 5/6
28" - 34" Rusty brown loam 2.5Y 6/4 - mottles 7/8,7/1
34" - 48" Rusty gray brown clay loam 2.5Y 6/2 - mottles 7/8,7/1
2
CERTIFICATION N0.627 �
STATE LICENSE N0.394 -
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 6-13_97 starting at 12:35Fm•
Test hole location�prin�Hill C.�lf Club,Rest Area,Co.Rd.6,Orono.
Test hole numberlQ. Date test hole was prepared 6-12_97•
Depth of hole bottom 1Z.inches. Diameter of hole¢inches.
SOIL.DA A FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is k�fg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 6-12-97� 6:30.pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water levei, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
12:25 refill 6
12:35 12:50 6 3-3/4 4 15 min
12:57 1:12 6 3-1/2 4.3 15 min
1:13 1:28 6 3-3/8 4.4 15 min
Percolation rate=4,Z�ninutes per inch.
CERTIFICATION N0.627 � `
STt��TF LICENSE N0.394 -
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, nc,on 6-13-97 starting at 12'_36om
Test hole location��ring Hill C�If Clul�.Rest Area,Co.Rd.6,Orono.
Test hole numberll, Date test hole was prepared 6-12-97•
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL.DATA FROM TEST HOI,�
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is��, Depth of gravel in bottom of hole is 2 inches• Date and hour of initial
water filling 6-12-97�6:30pm. Depth of initial water filling is 1�in�h�above the hole bottom.
Method used to maintain at least 22 inches of water depth in hole for at least 4 hours is automatic sinhon.
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
12:25 refill 6
12:36 12:51 6 2 7.5 15 min
12:56 1:11 6 2 7.5 15 min
1:14 1:29 6 2 7.5 15 min
Percolation rate=Z�ninutes per inch.
CERTIFICATION N0.627 ' '
S'TATE LICENSE N0.394 -
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc. on 6-13_97 starting at 12:37�m.
Test hole location��'ng Hill C�lf Club,Rest Area.Co.Rd.6,Orono.
Test hole number.,1�, Date test hole was prepared 6-12-97•
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOII,DATA FROM T�ST HOL•E
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoii dark brown loam
Method of scratching sidewall is I�if�. Depth of gravel in bottom of hole is Z.ias�.�, Date and hour of initial
water filling 6-12-97,6:30pm. Depth of initial water filling is l�.in�he�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes er inch Remarks
12:25 refill 6
12:37 12:52 6 5-1/2 2.7 15 min
12:55 1:10 6 5-1/2 2.7 15 min
1:15 1:30 6 5-1/2 2.7 15 min
Percolation rate=�,7�iinutes per inch.
r
CERTIFICATION N0.627 � �
STATF LICENSE N0.394 '
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-p Testing,Inc. on 6-13-97 starting at 12:3g�
Test hole location��rin�Hill Golf Club.Rest Area,Co.Rd.6,Orono.
Test hole number�, Date test hole was prepared 6-12-97•
Depth of hole bottom 12_inches. Diameter of hole¢.inches.
SOIL.DATA FROM T�ST HOI,E
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife• Depth of gravel in bottom of hole is Z inches. Date and hour of initial
water filling 6-12-97,6:30R. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes er inch Remarks
12:25 refill 6
12:38 12:53 6 3-3/4 4 15 min �
12:54 1:09 6 3-5/8 4.1 15 min
1:16 1:31 6 3-1/2 4.3 15 min
Percolation rate=4,11ninutes per inch.
�E�
D TE TIME
CITY OF ORONO CALLED IN S�O �'f.Y
INSPECTION NOTICE SCHEDULED �� 3�
PERMIT NO. � ��'�� �
COMPLETED
ADDRESS 11��'���— �FJ.� S -�o �C,/� • �'�
OWNER �'�D CONTR.,',,.�"1.�Y�
TELEPHONE NO. ,��� � �Z/.•Z `�
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
O 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 SEPTIC MA NT. 21 COMPLAINT
� 07 DEMO-FINAL 5 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET Y U:_YES_NO
Z
� COMMENTS: ` d
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d �ORK SATISFACTORY:PROCFED Ci PR . T OMPLETE
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� CJ CORRECT WORK R PROCEED C IS UE C TIFICATE OF OCCUPANCY
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0 Cl CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. OTAKEN
INSPECTOR WILL RETURN
TION ISSUED
[7 STOP ORDER POSTED.CALL INSPECTOR
i l f NSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspe ion 24 hours in advance.473-73�J7
OwnerlContractor o
Inspector. \ f /� - ��
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED -�
PERMIT NO. �a 1� COMPLETED � (`
ADDRESS � C�
OWNER s � ��� �� CONTR.
TELEPHONE NO.
� DESCRIPTION
L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q �NSULATION 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 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
D COMMENTS•
� � ,c�
a NA --- f l/
j � • � �
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Q �C'l`�t�� C�t� �-�i � /�
� �G�. 1�o.,r.s'i Go/1/2,,�-J o F�5 + fn.�t.--� �x �r
W �- t�o U�tC�L
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� �NsJ� o�L c,.s w( (�c��- (Lo�--
�
� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W
� Cl CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 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
Owner/Contracto o si :
Inspector.
White Copyllnspector's File Canary CopylSite Notice