HomeMy WebLinkAbout1999-012268 - new septic PERMIT
� CI'�Y OF ORONO PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66 Permit Number:
Crystal Bay, Minnesota 55323 _ - _ -, - ---
(612) 249-4600 Datelssued: _���._�:.r_� :°t .'.�' -_
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SITE ADDRESS: �-'``� ` �`' �W��
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: OWNER:
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APPLICANT PERMITEE IGNATURE ISSUED BY:SIGNATURE ^�^,.��
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CITY OF ORONO SIEPTIC SYSTEM PERMIT APPLICATION
BoY 66 (2750 Kelley Parkwav)
Crystal Bay, MN 55323
JOB SITE ADDRESS: �1��,� CR�S��v�L C�1L �-
Occupancy Type: Residential _� Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing 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: G��+�2�5 CvO.rJ �c�m;���:�� PhoneNumber: '3;-3�-3 ��,ozU _
Mailing Address: Z�� A � �r_,S�,,T� �yS City: �2��J 7�� ,>>yGS
Contractor's Name: `).S 5�c�;��tr2"r Coma�rv ri_� ,�._� Phone Number: ���;,� � i
Mailing Address: )lo�1p0 ��D X,c_,-<.>K;7 t�,n City: ���ra�ou-rFt �P��.�y�(�
DO NOT MAIL PAYMENT WITH THIS APPLICATION -� �f�`���'`'����
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
boxe
� l. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be install' the following: ���ST-
A. Tanks: Precast Concrete Other Manufacturer :, �,v
Tank Capacities: 1) �;�s� gal. 2) i v�a gal. 3) '21 SG gal.
B. Pump Station (if required)
Pump make & model �'����i��;,,,�� �o/(P. (attach pump curve &
literature); system design requires �;'� gpm at �(p feet of head.
High water alarm make & model ��.L:�' i�,��y�� Outside
electrical work to be completed by installer electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions �'x�'
Drop Boxes Sand bed dimensions �'x ��, '
Distribution Box Pressure Dist. Pipe Diam. j ' z "
Maniford Pipe Diam. Z "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
l,/ 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 correc
SignatureofApplicant: ` ` ���� Date: r� — /�-y�
MPCA Certification No.:� 7(��
Staff Review: Ap oval Denial
� 1 Date: /a-13-q
Reviewer: Z� �
Reason for Denial:
CERTIFICA.TE OF INSPECTION ACCORDING TO MPCA 7080
Orono Building &Zoning Department
2750 Kelley Parkway
P.O. Box 66
Crystal Bay, Mn 55323
This certificate has been issued this 1 st day of June 2000
,
to certify compliance with provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080 regulating installation of
individual sewage treatment systems.
Owner_ Charles Cudd Company
Site Address 100 Crvstal Creek Rd, Lon� Lake, MN 55356
P.I.D. 33-118-23-33-0009
Installer J. S. Stewart Companies, Inc.
Desi�;ner S-P Testin Inc.
�� �
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;
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Perm�t No. 12268 � %��'� Q����/
� Compliance Officer
� �` � SEPTIC SYSTEM APPROVAL
0 a���a�o�rsaopv
� �
0 0
�
> ..f,. ,� CITY of ORONO
!4 Municipal Offices
��t � � :�G~ Street Address: Mailing Address:
`�kEggO�'�-�� 2150 Kelley Parkway P.O. Box 66
--= Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner �,���ec�S �%rc�L1 �'.1�� Phone (Home) (Work)
Address /E'�> Crz�S-�i�/ CiZc('�K City C`,r?�t�l�` State ���� Zip
Site Evaluator S--r� �"t'�t���� State License# .����/ Phone# ���i]- :�.5 �,E�
Type of Establishment: Single Family�_ Multi Family
Commercial l�`� Garbage Disposal Yes No
No. Potential Bedrooms .S Est. Gallons Per Day J5(�
Water Meter Required: Yes No�- Soil Sizing Factor . �3 (, z Y5��d'%��f 1�
Perc Rates P-1 y�7 P-2 G.2 P-3 `�: 7 P-4 �`..3 P-5 �� P-6:�?,� P-�7
Restricting Layer Depth B-1.�?�s`' B-2,��`' g-3 ?z'" B-4 ll" B-512�' B-6 �"
Type of Treatment System:
Standard � Experimental Alternative
Pressurized Mound System �C At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size ,,�5'';; !Ce'� # of Tanks Z- Lift Tank Size�:,?5�%
Pump Brand -- GPM H ] Head /�
Treatment System: �
Minimum(iu'x;;��.)r�.3'�'�`%v� Square Feet with / inches of rock belo�i-pipe
Type of covering Fabric�_ Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencing must remain in place until final site grading. Approval to pour footings ���ill not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono su 'ect- existing regulations and
thefollowingconditions: �:��� �:��,�,��� �r �-� �', �ri�tfl�� l�%,f � � '`
6
1 : �
By: �Hk� -C��z�'c� ��_ :,_ �.
C is Pence, On-Site Systems i�lanager
��I�D�� _
�p�ppt�S, ANr a�CREASE IN NUMBER
��QI�WVAUDAT�INIS OF�SlGN. �,_
Telephone(612)249-4600 • Fax(612)249-4616
�J-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
December 3, 1999
Charles Cudd Co.
Lot 3, Block 2
� (���'' Crystal Creek
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 and local
ordinances.
The soils on this site are SCS soils mapped - L+B - LeSueur loam. The seasonally
saturated soils were located at 12" to 38" (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" to 18" have a percolation rate of 6.4 mpi.
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.
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 tumed over,
just break up the sod, be sure not to over work.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
1
, � l
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area shou(d 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 human waste, toitet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids 8� fine
solids passing through to the system. Excessive amounts of soaps, anti-bacteria!
soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic
effluent. Additie�es 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
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33 t-�c.�c.- cie-o _ — �-- � � '
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. 14S � � ` -Co�oF.s ►iv 3•C
- _ _ � 3•� F�" oc�•
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PLA1J v���•ti/ -
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SET- BACKS
HOUSE System must be=
Tonk �o� from p�opertyfines X SF-�-��n� �}�St�� w�o'��
�u�� �,.�-S�v���,.r ?.S� from v��tls
� f rom b�dgs. ,
_G.N 7reatment area =�from bkes,= sireQms ��:����� �tches mrst be bcated in a
TreatmeN area '� �from property C�nes �t� �� �� �;�e the pvrnpin9 ct�mbe�ond m°nhoie
Ml�t�t{nc.Es d•.:T t�." � from we(is
ciacrF�L�- �0�trom bldgs.
?� _; 1s2'trom trees � SOIL 80R1n`G EI.EVATIONS
' _ � � - . �� � " -
�m� � , . . THat EL.- o � b �a`lo -/o>>•�
� "� ' 9� c o� TN. 2 El..-L.23.�
- Ta� ' Tank ° y �TH+3 EL.1�0
Orop to Tank PRESSUE2E DISTR[BUC10N MOU(�!0 SYSTFNI TH:'4 EC.- v o..q
TH"5 Et�:-�4
�",ut,i'to s ���
Mnx.l�to4� � ��"P '���5 �H��--�� E��1/A110�1 at PRO?OSEO PL�MF''�IG
Chamber CHAN,BER-L°�:o �-� ,-��`'"�•��a.o
,4�1o6�da:piFe . � __ ��v5� �»-+�s�_�-�o�-_/oa�.S
. . �� Lo�..�res-t �L�Og-_.1�)'�.�
SY5TEM DF�K'�t�i -MOUi10 .
TYPE-�,�-B�OE�(XVl , Ave�'o9e Per+cdation �nte �.� min./'� (design.83sq_ft heatrr�ent �ea pergal.of�cly se�voge fbw)
ft of t�atme�f area +IO%_ '--- sq-ft. (:-IOftwid�=�ft.length of bed area fside sbpe run -.�fo l x�he�gn=-�-fu�-ft{a�n'°cea t�ee�e��'��.
2�c�a[:/da�r x.s3sQ�tlqaLSe��sq- • . �
, . ..
Clean rodcneeded- ��� sq.fktceotmentarea x/,oS` depihoErodc-���.w.ft=27=�_a�yds.(3/4 to2l� d,a.,inci�des 2 of rockabove p'�pe) ��� sR:.s.o o�-l� /.3� :
- - . q O . � Gtis.�o s
��� Cleaa s�d fdl bebw rodc needeti 1`�QcuYds- aPPcoX- . s��Y foam bodc fdl �� cu.yds.appcnx., fopsod 6 .�-_4�-Yd._�'��OMt:��c�o.k.'QQ ti.o�o {o -foQso�� �� -
uJ Asl��O _- - --. •• - - . _ �y�..� ,���,=._�p. FtN�--�
Number of tonks req�sred � , lst tonlc �-SD got ,?�dlmk�g�.mrxnms f'WS 44imP�Nts ��tiampE-g- . .
o '�SO ( =�`d l+re�.•e�ve s�ocvge y ��0 + Tz-�F� ��s�
P1�m�irig dwcnber caPoc�tY- 25/o of daly sewa9e fbw of c�. ga of 1 S 0 h 1/BI� 4�- P���9e— PROPERTY �== L •• GW� C.0•
of�gd./f00 Gn.ft of � �db.sUpplY P�Pe, 1'at.f t needed `d� � �` gd.f marufo�1`�gdJ100 CuLf t of� da.p'�pe,fcLf lneeded � , 2- g�l �o'S 3 �u�� �. � ���
1ota1 copaaty needed����' ...9al�P�us area fa pumP) uS�n»r�. � D 9ql.cae. . � Y� ��� • ��
o►stribution pipe ��da.,L��t�, ��-da �a'°t'a'S�°p°� � S-P TESTlIVG �VC -
Pumps¢e ��hp. (Pumpab(e capacity �04 goL4qdes/day) �Lc�o �(� � 43�t�o PQEbs ����iR'�'� y� �+o.11 tY,.�n._
Note= Whcn conslcuciu►g bed -- , this areo� shoc�b be shopeQ Note= Distonce trorn tc��nrnt o�ea b neqhbo�rnq v�etts— Oes�gned 9y= �' ., :__, . .
�-��q-�� -�N t��. /Do / PH_ 612�49T-.3566
to-dcver� run-ott irom enteru�g treotmec�t orea. - Oate-1=���.
� MOUND DESIGN WORKSHEET
� ' (For Flows up to 1200 gpd)
enia�end s�r+s�Flow+in c,.U«s,per a
A. L'�+OW �
Fstimated �?=gpd r'� �cy�'' �`�'n �m �
or measured.=x 1.5 =.=:_BPd.
9 s �oo ns ►ao �,,
� � �so �o0 2ia am
B. SEPTIC TANK LIQUID VOLUIviF.S s � ;'� � �
/ - �a�� � 1-/oo v gallOns . i ; io�so 6�0o rmio T�°;
I e i �soo a�s '°° �m+
C. SOILS (ref er to site evaluation) �
1. Depth to restricting layer=�u''�=inches=feet �'°'*
n.�ew d Mw...t+�+a u�+�w�n� -""�
I�- "�` Lt1C�'lPS �•a�• c�r wa++a�►�
2. Depth of percolation tests= �
�.o a�Y� Percolation rate ia.u mpi '�=" � "° ,�
3. Texture .�
4. Land slope S % ,'�~r � �
D. R K LA ,D I
1, Iviultiply flow rate by 0.83 to obtain requiz'ed area of rock layer. A x 0.83 =
�=gpd x 0.83 sq. ft./gpd = ���� , sq. ft.
2. Select width of roc�c layer (max 10' if <120 mpi max 5') = =�•
3. Length of rock layer� area +width - '� » .» . „'
-�• ..�.. �� �.�,�'�i ,
� �sq. ft. + _ �1=_ft. _ ;<� �.. d. .. � „b ,
,
�dth=ft � �
� <120mpi <10' �n�—�-z—fr
>120mpi t5'
E. ROCFC uOLtTNiE
1. Multiply rock area by rock dept� to get cubic feet oE rock; �J sq. ft x i��
ft. _�.�cu. ft.
2. Divide cu. ft.by 27 cu• ft/cu. yd. to get cubic yards;
�cu. ft. +27 =�,cu. yd.
3. Multiply rubic yards by 1.4 to get weight oE rock in tons; cu. yd. x 1.4
ton/cu. yd. _ ,� tons.
F. ABSORPTTON WIDTH ADsorpdon VY�dth SL�'IYDIe
1, Percolation rate in top 12 inches of soil,is � y mpi ���� ��T�� �� ��
Texture �`—�`� t..oX�wt cM� �.� t,.�w
Pwet�0.1 Cat„Sasd 1.20 I,00
ar a s s.°a i.�o i.00
2, Select allowable soil loadin rate from table; a�ps R'°��°d o.60 20°
g 6 a IS SaeQr t.eae 0.19 1.32
.�!s $pd/� � �i w��°s s,� o:o i�
,16 p 6p phr bo�m QAS 167
3. Calculate adsorption width ratio by dividing rock layer �'°"'°'�r120 `�" °�0 a'0C
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ft�+ •, `��' gpd/f�_ .L�.�;�i
q;. . M,ultiPly adsorption width ratio by rock layer width to get
required adsorption width;
a.�� x /_�^ ��..�� h
' Slope: Cover 1'
G. DOWNSLOPE BERM WIDTH �
1. If landslope is 1% or more, , {;,�, x � ;-:�. ,
subtract rock layer width from adsorption width ,,r�;�;�7�' �i "-��'..�'� 'k���
to obtain minimum downslope berm toe . c�,s�,a i ,;.� � �,, �<'��� � ,�",;��7,,
,�, 6•Topsoil
��
�.�� ft-�ft = -L.�-feet .��� ��>�,
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at U�''�`"'��' ��
upslope edge of rock layer: �`� �atj���
Separation 3' - � �o f� = l,c� feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer;
�-� ft +�lft + lft = �.v feet '/a� .
c. Enter table with landslope and upslope berm ' °:vps�w�ac� :
� �7 �; � �� .,;:.� ,;.: ...: ,.,�..:. .
ratio. Select berm multiplier of __ • �� �
:;Upilppe Width'�aQ���Py��Ci Rock Bed ?i P��4q�qa Upslope Width
d. Multiply berm multiplier by upslope mound ,; �� .,p *
'. Q p��Fpa� � Width L�.�Pt�Paa�� �_
q 4 � �V' L.tn �� � 4 �I,R(
height to find upslope berm width: '�' ," ` , h . , , ��=�=��� ��':�Z`v-:�,�,. a, � �
; ,
L � �S J .��� (Y ��J�I����M .� ��tR 4��(� �� f p�fl( i5 .!
`' �`�`- x �' -; = u feet
� y� , L t. 1 .,,
• S �� !� �,i�( . )`�� �a �!i(q� 1 i,�� ti i , i( i
S { "
e. Multiply rock layer width by A t�- �, , t ': �
. o `, . , `' . Downslope Width� ` ,; .
landslope to determine drop in elevation; �- - .
Absorptwn Width ,'� .
�_x � %+ 100 = , _> feet * �' ti ,� „ „ „
:. , s � , , .
. . .. .h ��. ��i
i. �
i.; •�:, �,i �I�� iil ,if; r�' ! I.r 1 .. . . .•�. �, ...
•� ............... . . .:..'. ... . .. . . � � �-. ..
f. Add depth of clean sand for slope To��,� ��
difference (2e)at downslope edge, to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
;.� ft +�'ft= 3.S feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of S�o .
h. Multiply berm multiplier by downslope mound height to get
dowrislope berm width:
�,o v x r:�= J.�_ feet BF.RM SiAPE MUL'I'IPLIERS
i. Compare the values of step G.1 � '�
and Step G.2h 'I c_ � p���r�.'r►ous bam�u«Pi,.ar+«u
Select the greater of the two values as the �� ������ °e��°��'°«
downslope berm width; � �� feet
. . S. . . . 4. . . . .
j. Total motznd width is the sum of o s.o a.o s.o 6.0 �.0 3.o a.o s.o 6.0 �.o s.o
upslope berm (G.2d) i 3.0� a.i� s.26 6.38 �.ss z.9i s.as a.�6 s.� 6.sa �.ai
width plus rock layer width (D.2� 2 3.19 4.35 S.Sb 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90
plus downslope berm width(G.21�; 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 S.O8 5.79 6.43
I D ft + /U ft+ ,�_ft = �;.:�_ feet a 3.ai a.�6 6.zs �.s9 v.�z z.6s 3.as a.i� a.sa s.a6 b.o6
1C. Total mound length is the sum of upslope S 3.53 5.00 6.67 SS7 10.77 2.61 3.33 4.00 4.62 5.19 5.71
berm width (G.2d) plus rock layer length(D.3) 6 3.66 s.z� �.ia 9.�s i�.m z.sa 3.� s.ss a.ai 4.93 s.ai
plus upslope berrn width (G.ZC��; 7 3.80 S.S6 7.69 10.34 13.73 Z48 3.12 3.70 4.23 4.70 5.13
�ft + �ft+ /o ft= 4!2 _feet 8 3.9s s.as a.ss ��.s� �s.9! �.ax s.os s.s� a.os a.a9 a.ss
� �� � a , 1 � � y � 9 4.I l 6.25 9.09 13.04 18.92 2.36 2.44 3.45 3.90 4.30 4.63
10 4.29 6.67 10.00 l5.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions. << 4.48 7.14 ll.li 17.63 30.43 Z.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 270 3.12 3.49 3.80 4.08
;�� a( �� AJ�
PL��EL-ECITON PROCfiDURE
A. Determine pump capadty:
Gravity Diatribution
1. Miaimum suggested is 20 gpm
2 Maxia►ua1 Suggested is 45 g'pm Peztozstloc►Dis in GPM
Head Perfoation diaauter '
Pr�ssure Distibution f� �'�
3. a. Select number of pezforated laterals,3._ � a2 i a
b. Select perforation spacing= � fee� �.oa o.sb' o.7a
c. Subtract 2 fG from the rock layer length 2ob 0.80 1.0�a
��` -2ft,= � o _fce� '
���"�'!�°' a Use lA foot dn hoata.
d. Deteraune the nualber of spaces between perforations. 8k
� � P � b Use 20 feet(or asything eLse.
�n .5 8C121 a '�' �•'�'��� 2� spaces
e. � spaces+1 a�1_P�rationa/lateral
f. Multiply perforations per lateral by number of la�erals to e� ��o�.
get total nuaiber of perforations. � x � _�p
g. � x�_ `�BPm.
SELEC'I'ED PUMP CAPACITY, �� gpm
B.Dete:mine head nquiremenb:
1, Elevation difference between Quatp arid point of discharge.
,_Z_feet ����n�
2, If pumping to a pressure dis�utior►system,five feet Eor pressure
required at mutifold if gravity system,zero. � ��'-'
_�feet ���'�'
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. e,.r.�an.�.
Read Eziction loss in feet per 100 feet from table(F-14). a�' „_,,,, _, ,
F.L._ -�.S ft/100 ft of pipe - - `
b. Detesmiile total pipe length hom pump to dischuge
.....................................
point, Estimate by adding 25 pezcent to pipe length for fitting
loss,or use a fittir►g loss chart(F-15_�eet).
Equivalent pipe length-1.25 times pipe length� �_
=x 1.25 a-��° f�t Friction toss in P1asHc Pipe
c. Calculate total friction loss by multiply�r►g "'- ' Nominal
friction loss in R/100 ft by equivalent pipe length. Pi��,
Total friction loss= /°�?x_� �?*100� � feet Flow Rute 1S� 2� g�
4. Total head required is the sum of elevation difference, ��
special head requirements,ancl total hiction loss.
20 247 0.73 0.11
�+ �.+.�_ ?5 3.73 1.11 0.16
• (1) (2) (3c) 30 .5.?3 1.55 0.23
35 b.96 206 0.30
40 8.91 264 0.39
?OTAL HEAD ._1.�feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
55 4.76 0.70
C, pump selection 60 5.60 0.82
65 6.48 0.95
70 7.44 1.09
1. A pump�mu.st be.selected to deliver at least �
�gpm (Step A).with at least �feet of total head (Step B).
�
L-13
� CFRTIFICATION # 00627 Logs of Soil Borinqs
� Loc�tion or Project Allan Carlson, Lot 3 , �lock 2, Crystal Creek, Orono
IIorings made by S-p Testinq, Inc . Steve Sch�rmers Date 8-16-89
Cl�ssifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elev.ation 1012. 6 feet Surface elevation 1012. 6
0 - 0 -
Topsoil dark brown Topsoil dark brown
1 T �oam 1 _ loam
0 - 1-1/2 ' 0 - 1 ' 8" �
Brown loam Dark gray brown�loam
2 .- 1-1/2 ' - 2 ' 4"-MOTTLIN 2 - 2 � 4"iM8TTLI2G1/2 '
Rusty olive brown
3 - cl'ay loam 3 _ Olive brown clay loam
2 , 4,� - 3 , 4„ 2-1/2 ' - 3 � 2��
Rusty olive brown clay loam
3 � 2�� _ 3 � 8��
4 - Rusty olive brown 4 - Rusty gray loam
loam strong
3 ' 8" - 4 ' 10"
5 - 5 -
Rusty gray loam
3 ' 4" - 6 ' 4 ' 10" - 6 '
6 - � 6 -
7 - 7 -
8 - 8 -
I
End of boring at � � feet. Er.d of boring at 6 � feet.
Standing water table : S:anding water table :
present at feet of depth, present at feet of depth,
hours �after boring. hours after boring .
Not present in hole X Not present in hole X
Mottled soil : � Mottled soil :
Observed at 2 � 4�� f�et of depth. Observed at 2 ' 4" feet of depth.
Not present in hole . Not present in hole
Comments : � Comments :
�-_ S
, CERT.IFICATION # 00627 LoQs of Soil Borings
Loca'tion nr Project Allan Carlson, Lot 3 , Block 2, Crystal Creek, Orono
Borings made by 5-P Testinq, Inc . Steve Schirmers _ Date 8-16-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, � Boring number
4
in � � in
feet Surface elevation 1010.0 feet Surface elevation 1006. 9
,. p _ 0 -
Topsoi�l dark brown Topsoil dark brown
loam
loam 0 - 10"
1 _ 0 - 1 ' � 1 -
� Gray brown loam Brown clay loam
� � ��
� '�_ 1 - 1 8 10" - 1 ' 10"-MOTTLING
2 .- 1 BTTLING 1 � 8�� _ 2;� Bro�n�a�la 2 - live 1 � 1��� - 2 ' 2" brQoamcla
Olive brown clay loam
2 � - 2 � 8�� Rusty olive brown
loam to sandy loam
3 - 3 - 2 � 2�� _ 3 � 2��
Rusty olive brown Rusty gray brown loam
strong
' 4 _ loam 4 -
3 ' 2" - 4-1/2 '
Rusty olive brown
5 - I 5 - loam
6 _ .�_ 2 ' 8" - 6 � 6 - 4-1/2 ' - 6 '
7 - 7 -
g -. 8 -
�
End of boring at 6 � feet. End of boring at 6 � fe�t.
�� .
Standing water table: , Standing water table :
present at feet of depth, present at L-e�t of d�pth,
hours �af,ter bor�ing. hours after boring .
Not present in hole X Not present in hole X
Mottled soil : , ' Mottled soil :
Observed at 1'�10" ' � � , Observed at 1 ' 10" feet of depth.
�.�'et� of 'depth'; ' .
Not present in hole �� �-- �. 7`-' Not present in hole .
Comments : � Comments :
L-13
. CER7;IFICATION # 0062"/ Logs of Soil Borinqs •
Location or Project Allan Carlson, Lot 3, block '2, Crys.tal Creek, Orono
Borings made by S-p Testinq, Inc . Steve Schirmers Date 8-16-89
Classifiction System: AASHU ; USDA-SCS X ; Uniried ; Other
Auger used (check two) : Hand X � , or Power , Flight , or Bucket X
Depth, Boring number Depth, Boring number 6
in in
feet Surface elevation 1009 . 4 feet Surface elevation 1011 . 1
0 - 0 -
Topsoil dark brown loam Topsoil dark brown loam
0 - g��
1 _ rO�oamlay8" - 1 ' -MOTTLING 1 _ 0 - 1 ' _
Rusty olive brown clay Brown clay loam
1 ' - 1 ' 10" loam
2 - . 2 -
l � _ 2 � 4��
Brown loam
3 - 3 ' 3 ' 2"-MOTTLING
", 2 ' 4" - 3-1/2 '
Rusty olive brown
, •loam Gray brown silty
4 - 4 - loam
, 3-1/2 ' - 4-1/2 '
5 - 5 -
6 - , _ 1.' 10" - 6 ' 6 -
7 - . 7 -
8 - 8 -
End of boring at � � feet. End of boring at 4-1/2 � feet.
Standing water table : � Standing water table :
present at feet of� depth, present at feet of depth,
hours �after boring. hours after boring .
Not present in hole X Not present in hole X
Mottled soil : , Mottled soil :
Observed at l : f�et of depth. Observed at 3 ' 2" feet of depth.
Not present in hole . Not present in hole
Comments : Comments :
' ' C�RT. #00627
PERCO��ATION TEST DATA SHEET � �
�
S-P _Testing, INc. 8-:L7-89 8 : 46 ``'m' �
Percolation test readings made by on starting ar p.m. ,
�Jure�
Lot3 ,B1k. 2 . CrystalCreek 1 8-16-89
Test hole location ,Hole number , Date hole was prep<ire�
Depth of hole bottom 18 inches, Diameter of hole 6 inches
Soil data from test hole: �
Depth, inches Soil texture
0 - 18" � To sil dark brown loam
Method of scratching sidewall Kni e
� Depth of gravel in bottom of hol.e 2 �nches
" 8-16-89 4 : 00pm 12
Date and ho,ur of initial water filling ,Depth of initial water filling inches above hole bottom �
Auotomatic siphon
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ,
6 ., _
� , Maximum water depth abovc hole bottom during tesc inches
Time j Percolation �
Time interval, Measurement, Drop in water ra;c, � Rcmarks
minutes� inches level, inches i minu!cs per I
I incn
i
8 : 20 refill 6
8 : 46 9 : 06 " 4-1 2 � 4 . 5 20 min
9 : 16� 9 : 36 � " 4-5 16 I 4 . 6 ' " "
9 : 37 9 : 57 " 4-3 16 4 . 8 � " "
10 : 05 10 : 25 � " 4-3 16 � 4 . 8 �� " "
�� V I
, �
, I
I
�)
k.� .
Percolation rate = 4 • � minutes per inch.
. j
, CE�T. #00627 I'
_--'
. PERCOLATIO?�' T�ST DATA St��F'� ,
� �;:��1. w
Percolation test readings made by �— 'T' s i n�, T nc. on S-17—8 9 scartin;,a! � = 4 7 p.m.
�,,,,,�;
Test hole location Lot3 ,Blk. 2 Crysta 1CreekHole number 2 , Date hoie was pmparec'. 8-16-89 .
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil?exturc
0 — 18" Topsoil dark brown loam
Method of scratching sidewal� Kn i f e
2
• Depth of gravel in bottom of hole inches .
Date and hour of initial water filiin� 8-16—8 g ,��p4h��i�itial wa�er filling 12 inches above hole bottoni "
Mcthod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
,Maximum water depth above hole botcom du:ing tes� 6 inches '
Time � �' Percolation �
Time � interval, Measurement, Drop in water Ij rate, ', Rrmarks
I� minutes :^.ches levc!, inches i minutes per
! � � inch
8 : 20 prefill � 6 I �
8 : 47 � 9 : 07 i " 3-7f16 ' S . 8 20 min
9 : 15 ; 9 : 35 � " 3-5/16 6 . 0 " "
9 : 38 9 : 58 " �i 3-1/4 ' 6 . 2 � " "
� I
10 : 06 � 10 : 26 i " j 3-3/16 I 6 . 3 I " "
� '
�
�
�
. I �
; , �
� �
�
� � ' --
6 . 2
Percolation rate = minutes pet inch.
� ' C�RT.#00627
. PERCOLATION TEST DATA SHEET �
a.m. .
Percolation test readings made by S—p�tinq , T nc. on �—�J�—�9 startin�at R � 4 R p.m. `
Test hole location Lot 3 ,B 1 k. 2 ,Crys ta l Creek �Hole number 3 , Date hole was prcpure� 8'16—8 9 .
Depth of hole bottom 18 �nches, Diameter of hole 6 �nches
Soil data from test hole: '
Depth, inches � Soil texture
0 — 12" Topsoil dark brown loam
12" — 18" Gray brown loam .
Method of scratching sidewal� Knif e
� Depth of gravel in bottom of hol,e 2 inches
Date and hour of initial water fillin� 8-16—8 9 , D�p�h��itial water filline 12 inchcs above hole bottom �
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatc s iphon
,Maximum water depth above hoie bo;tom durin�tes� 6 inches � �
Time � Percol.�eion '� '
Time interval, Measurement, Drop in water � rxte, � Rrmarks
minutes inches level, inches � minutes per ;
I inch
8 : 20 prefill � 6 �
8: 48 9 : 08 " - 2-3/16 9 . 2 � 20 min
�
9 : 14 ' 9 : 34 � " 2-1/16 9 . 7 " "
9 : 3 9 ' 9 : 5 9 ' �� �� , �� �� ��
10 : 07 10 : 27 " " " � " "
�
' i
_� �
I !
,
�
�
i �
; _
Percolation rate = 9 ' � minutes pex inch.
� � LE�T. #00627
. PERCOLATIQN TEST DATA ��EET �
�'a.n'—; ,..
Percolation test readings made by S—P Testinq, Inc . on 8-17-89 �tartin��a� 8 : 49 p.ri�.
�,�,;�,,
Test hole location Lot3 ,Blk. 2 CrystalCreek Hole number 4 , Date ho'e was preparec+ 8-16-89 .
Depth of hole bottom 18 inches, Diameter of ho'e 6 ir.ches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 18" Brown clay loam .
Method of sccatching sidewal� Kn i f e
2
� Depth of gravel in bottom of hole inches
Date and hour of initial water filling 8'16—8 9 �epTh���i itial water iilling 12 inches above ^�!e bottom �
Method used to maintain at least 12 inches of water depth in hole for at least 4 ho. ��, Automatie siphon
, Maximum water depth above hole bottom during tesc 6 inches 4
Time � Perco,a!ion ' '
Time interval, Measurement, Drop in water I rate, i Rrmarks
minutes inches (evel, inches I minutes per ��
� inch ;
8 : 20 prefill 6 �
,
8 : 49 9 : 09 � ° 2-1/2 8 . 0 � 20 min
9 : 13 9 : 33 " i 2-7/16 ' 8 . 2 � " "
9 : 40 10 : 00 " i 2-3/8 I 8 . 4 ! " "
10 : 08 10 : 28 " 2-3/8 i 8 . 4 " "
.
, i
� I I
� —
�
�
i
� i
� I � --
Percolation rate = 8 • � m�nutes pex inch.
� � . � c�RT.#oo62� �
PERCOLATION TEST DA'�A S�-iFET �
a.m. .
Percolationtestreadingsmadeby S—P TeStl.nq, INC. o� 8-17-89 startin�at 8 : 50 p,n�,
I�l��lr/
Lot3 ,Blk. 2 CrystalCreek 5 8-16-89
Test hole locatio� ,Hole number , Date hole was prepare�
Depth of hole bottom 18 inches,Diameter of holP 6 �nches
Soil data from test hole:
Depeh, inches . Soil texture
p - g" • Topsoil dark brown oam -
8" - 12" � Brown clay loam
12" - 18" ' Rusty olive brown clay loam
Method of scratching sidewall � Knife
2
• Depth of gravel in bottom of hole �nches
� 8-16-89 4 : p0�m . 12
Date and hour of initial water filling ,Depth oi'initial water fillinF,_inches above hole botrom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6 �' -
, Maximum water depth above hole bottom during tes� inches
Time Percolation � '
Time interval, Measurement, Drop in water ratc, � Rcmarks
minutes ' inches level, inches � minutes per �
' inch
8 : 20 prefill � 6 I �
8 : 50 9 : 10 ' " 3-3/16 i 6 . 3 20 min
9 : 12� 9 : 32 " 3-1/8 ' 7 . 0 " "
9 : 41 10 : 01 " " ' �� I �� ��
, �
10 : 09 10 : 29 " " � ° i �� °
�
f �
� I
. �a
�' � minutes
Percolation rate = pex inch..: •
, ~I ' �
�� CE:RT. #00627
___�
. PERCC".ATION TEST DAT.� SHEET � ;
��—� " �
�n.� i
Percolation test readings made by S—p TAGt'l Tl� Tnr _ �>n R—� 7—R�s!ac;ing at q • 11 p.m. !
��;�,���
Test hole location Lot 3 ,B 1 k. 2 Crysta 1 CreekHole number 6 , ^ate hole was prep.�--�� 8-16—8 9 . ;
�
Depth of hole bottom 18 inches, Diameter of hole 6 inches ;
Soil data from test hole:
Depth,inches Soil text�:e
0 - 12" Topsoil dark brown loam
12" - 18" Brown clay loam
Method of scratching sidewall Knif e
• Depth of gravel in bottom of hole 2 �nches
Da[e and hour of initial water filling 8-16—8 9 ��tR�fR�`tial water fiiling 12 incl��s above hole botto�ll �
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat ic s i phon
, Maximum water depth above ho!e bottom d�:r:n��.!es� 6 inc`���s �
Time ; Percolatiun '
� Measurement, Drop in water � r<ite, � Rc��:,�rks
Time interva.,.
minutes inches � level, inches �, minutes per I
! inch '
8 : 20 refill 6 ' �
9 : 11 9 : 21 " 4-5/16 I 2 . 3 10 min
9 : 42' 9 : 52 " 4-1/16 2. 5 " "
9 : 53 10 : 03 " 3-7/8 � 2. 6 I " "
10 : 10 10 : 20 " 3-3/4 2. 7
� �� ��
10 : 22 10 : 32 " 3-5/8 2. 8 " "
t � �i
I ;
�
� ��
,
; ,
; ,
; �
I
� �
� j .; -
I
r olation rate = 2 • � minutes er inch.
Pe c
P
1.. - „ �
- 9y,-3,_ '' (
� a���
� 3� ��`301 .- .ZSO' r
- -. - �LIJ� ' K X /0//J�J , '�D� i ' �
.�I /o�S.SJ , o� - '�`�I.CJ1_'�'�S�i'X-- ----�'
� n
" /008.0
����� r-_.� _` �. -
� �� � --
I � _ _ �
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KEFP A�L N�A�Y E6✓fo�'-hT O�f OF TN� TR�ATME�lT �
/1R6A5 I'SEFOR A/JD AFTER COJ✓5'f/tllG7'/Ol+� V
T8� g�tis� s� .
PROPERTY OF:�.la�4�-'� L�-��' G��.
6r Percolation Tests Scale� ���=5'O� �oT 3 l3,�oc K 3. G�=i�i��: G�2FEK
TaM is �o�r��E {P/KF �u 28" XSoil Borings
.A1,q G�rton! c.�oo�T�eFF z.pi' �Bench Mark /},��,�i TMA� �uFit/�v. l r).
��or/E lr�OUNl� f/- - S8G.21
(�� �3 � _ Note= This system is to be constructed to meet
- --- -- � the Minnesoto Poilution Control Agency �`v� S-jTEST/l�G/N
Chapter 7080 & Local Ordinance C�.� L L _
Oesigned By' I
Note : Check all underground utilities Dote L/��, PH.612-497-3566
��� DATE TIME
CITY OF ORONO CALLED IN /�-/�"- 99 ��� ��
INSPECTION NOTICE SCHEDULED /.�2-/r�� 3.'�'0
PERMIT NO. ��.��'S COMPLETEg,
ADDRESS � � � v�-�� - -
OW N ER 1.t�zh.�oQ- - t�-� CONTR. �- S c�'�'k.t-�,"��,�
TELEPHONENO. Jr�� -� Y� � �_
� DESCRIPTION ���-` ���� -,�-�'-�C�'{� ,.�n.� �Q��tc
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
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 SEPTI�MAIN_� 21 COMPLAINT
v 07 DEMO-FINAL �SEPTIC INSTALLI 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
D COMMENTS:
�
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o �i 2 if 5-� c�,�l SC'w%c2 L i n,� Z�� _�SC��� �� c<.t'�l_�
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� C'(Z�hGr f-Pi� � 12Gcav S' c S' �5
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� $�WORKSATISFACTORY:PROCEED G PROJECTCOMPLETE
W , `
� ❑CORRECT WORK&PROCEED C. ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. �-, PHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR -7 CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLT A RANGEACCESS.
i
Call tor�hq next ifis tion 24 hours in advance.473�73�J7
' /
Owner/Contrac�t r on�i •
;+
Inspecto�: `
�-:
White Copyll�spector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ��-'13�9� �o%
PERMIT N0. I e���� COMPLETED
ADDRESS ��D l�'�ST�� C�V°�f2_
OWNER ��� I�'I;d7u/.1� CONTR. �"�-�ti��n-�
TELEPHONE NO. 5��— ��`/
� DESCRIPTION
lL 01 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 SEPTIC INSTALL. 22 FOLLOW-UP
T09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Call fo he next ns ction 24 hours in advance.473-7357
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DATE TIME
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� 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
v 07 DEMO-FINAL h�EPTIC INSTALL.` 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
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Call for the ne t' spection 24 hours in advance. 249-46��
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White Copyllnspecfor's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN S -l�� 1��DO
INSPECTION NOTICE SCHEDULED 6 -/-oc� /0�3�
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
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= 09 PLUMBING RI 23 SEP L 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Cl INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
Cali for the next inspection 24 hours in advance. 249-460�
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE —7 SCHEDULED �-�-�a ����
PERMIT NO. ��-2 6�� COMPLETED � � ��
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ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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� 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 ALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call f h nex in pection 24 hours in advance. 249-46��
OwnerlCo rac o� it
Inspector.
White Copyllnspector's File Canary CopylSite Notice