HomeMy WebLinkAbout2005-P09364 - new septic � � PERMIT
CITY OF ORONO
� 2750 Kelley Parkway- PO Box 66 Permit Number: P09364
Crystal Bay, Minnesota 55323 Permit Type:
Septic
(952) 249-4600 Date Issued: l0/27/2005
SITE ADDRESS: 0 Fox St Unit#
� Long Lake,MN 55356
PID: 04-117-23-31-0017
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc. Inc. OWNER: Dennis Brackes
263 82nd Street S.E. 7026 Brooklyn Blvd
Montrose,MN 55303 Brooklyn Ctr,MN 55429
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
� � ..�,� �`�� ,�-��/��/ �-- �
APPLICANT PER ITEE SIG TURE � ISSUED BY SIGNATURE
Copies: 1-File(SignaturesRequired), 1-Applicant, 1-Monthly Reports, I-Assessing,(If Septic, 1-Septic) Page 1
. �
�� ���
CITY OF ORONO SEPTIC SYST'ENI PEIttV�IT APPLTCATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS � 1� � �«X S � �
Occupancy Type: Residential_L '�w Commercill Other
Permit Type: New or Replacement System �100.00 �
Repair Esisting System � 50.00
(Tanlcs or Drainfield) �
$0.50 State surcharge added to �bove fees ��a• �
* See fee schedule for non-residential perrnit fees
Owner's Name•� ,�'��<.1,� ��C��l�S Phone Numbei:
11�Iailing Address: City: Zip:
Conta�actoY's Name:�- yr's ,F 5=-�.5' Phone Nu�nbea: 7�r S' � '�7�r- %7�v z-
?Vlailing Address: Z�s �2-� .S� �S�C City: jj�i,,,�f-,.�k Zip: S'S3��
*** DO i�t01 i�IA� PA�ii��I+�T�Z'I'3'� 'i'HIS ��L���."I'I�N***
GENEhtAL lCi�1STRUCTIONS
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 Minnesota Pollution Control
A�ency(NIPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desiQn. Desian reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet sijned by the City Inspector.
4. The follo�ving inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and �eneral contractor.
�. Tank installation prior to coverin�.
C. Drainfield trench installation prior to coverinQ. For mounds, inspection is required after
rou�h up but prior to sand placement (sand �vill be jar tested for silt content), and again
durinQ pressure distribution pipin� installation in the rock bed.
D. �inal inspection to verify proper final cover depths and to verify that all pump stations
(wnere requiredj components are iunctional and coiiipiy tivi�h cades.
�. Tndividual holdinv��CAlnstallers Licen�e shall be p:esent durinQ a1_l inspections. �=�?=�-�oA�s^•
�aota�c� as �•eQuiq�ed e`o�• ��3 ��sg�e�tio�s.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� l. I have received a copy of the system desijn includin� the City of Orono Septic
System Approval Cover Sheet.
°�� 2. JI will be installin?the following: ���
A. Tanks: �cast Concrete Other Manufacturer�'l�y�'' � h
Tank Capacities: 1)�al. 2) �i ov gal 3) ot� gal
B. Pump Station (if required�
Pump make&model `�j,a�l�� �N���_(attach pump curve 8i
literature); system design requires 3�i apm at Z�7 feet of head.
Hi�h water alarm make& model [,P,,..r/�.��,. . Outside
electrical work to be completed by installer e ectrician other.
C. Treatment System:
Tre e : s.f. �.Nlound
Depth; ck below pipe " Rock bed dimensionsll� ' x 6g '
1' op Boxes Sand bed dimensions��('�' x fQtL'��� �
Di �ibution Box Pressure Dist. Pipe Diam. I ��Z "
Manifold Pipe Diam. 7� "
D. Final Cover/Topsoil to be: borro�ved from site
�show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
ajrees to do all work in strict accordance with ordinances of the Gity and the rejulations of the State
of Ivlinnesota,and certifies that all stateme s made on this application are complete,true and correct.
Si�nature of Applicant �5 Date: /�' Z? - ��
MPCA License No. �O ��
---�----------------------------------------------------------------------------------------------------------------------
Staf�"l�evie�`: Approva9 I)enial
��i�HeW�Z': `�1v��6` "��(5� I�ilt�': ���,� /'��l
Reasor► �'oc� �eni��:
_ � �7-P TESTINGi �NC. Steven B. Schirmers • MPCA Gert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
State License #394
CiTY�F flRflNO
1�PTiC P R �LAN�E��W
May 11, 2005 tNSPECTt3R .,..`,�:-.:�"."..�"•.•"""
- ;:f , AATE � -� PERMIT N0.„�,,,.,,,�,,..,.w....
��>1�,��:..� /� -- r:��..- - f�;� �;�.�'-''�'�".,-�'
� �rtecnreo�s sasa�rrr�n
, APPROVBD NRN CORUECTiO�Af N�9'BO
Dennis Backes 1t�T AP�'ROYBdCONRRCT�RESUBMI'1'
2920 Fox St. ���.�i��+�������l��
��0110, Henn. Co., MN Requltemm+tt iaoludia`itoms not apecificxily notad ia thu+eviaw.
1(Egt'CH(8 PLAN�BT ON SITS AT AG4 TIMG$
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 loam to clay loam. The seasonally saturated soils were
located at 12" to 26" (mottled soil). Due to the seasonally saturated soils, a
Pressurized Mound System will need to be instalfed to treat septic effluent. The bottom
of the rock must be located at least 3' above the saturated soils.
A bathroom will be located in the garage which will flow the 1 st tank.
The soils at a depth of 12" have a percolation rate ofT.5 mpi in the primary site.
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 warning device must be insta{led 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 shalt 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 nofi to over work.
1
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep ali 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 human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids &fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower&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. Recommend laundering be limited to 3
to 4 Ioads per day.
��� ���_`.
Steven B. Schirmers
2
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�8enct: Mark p�pup Mt�J, Ll�.a�. C0.
, Note= This system is to be constructed to meet
_ the M�nneso�o Po��ution Contro� Agency $-P TEST/NC'i /N
Chapter 7080 & Local Ordinance ��d BY:y�! a��.�-4�4.--.�
� Note : Check all underground utilities p�:e��/�2,//1LS �I.763-497-3566
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_ � 1VIOtJND DESIGN WO�tK SHEET(For Flows u to 12�0 d) . :
A. Average Design F'LOW�� _ � A-1 s�f�imatod Sewc�a F14W;�n Gd��.pe�Dp�►
���. ' �.� ;�
- ,:,..
• , nu r o �
Estimated�gpd(see frgure A-1) . badroonu c�au� c.1au U c�as:u� c�au�v
or measured — x 1:5 (safety factor) _ — gpd 2 � �� �� �
3 - 450 300 218 of the
- 4 600 � 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 in the
6 900 525 332 Class I,
�-�aSo t 1-/ooa gallons(see figure C-1) � t� � s7o u,oru�
8 :: . 1200:. : 675 . 408 colurx�n
C. SOILS (refer to site evaluation) � , ci: k7i�nk G tks allons . `
. Nqmber of Minimum Liquid .ligufdcap�ciry with. .���
1. Depth to restricting layer= �.n , i,► �►•� feet �0°'°s �'�' ��� ut�►�,a�
2. Dept11 of percolation tests= 1•0 feet z«� �so . »zs �s�
3. Texture G�� ���kw� 3«a �000 isoo a,000
s a 6 �soo � a�so �
Percolation rate�mpi � - T�8a9 . �o0 3°°°
4. Soil loading rate ,4 S gpd/sqft(see figure D-33).
5. Percent land slflpe % . '�.
D. ROCK LAYER DINiENSIONS � � �
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
��o �a X o.ss Sq�r��a = �.�� Sqfta�a��=c.���
� 2. Determine rock layer width= 0.83 sc�ft/gpd x linear Laading Rate (LLR
0.83 sqft/gpd x lz end/sqft= �o � ft i�lound LLR
3. Length of rock layer=area+width=
(o�sqft(Dl) + ��_ft(D2) _�`�f t� � � < � 20 �P� <��2
E. ROCK VOLUME �' � � �I 2O M�PI � < 6
� - — . —
1. Multiply rock area (D1)by rock depth of 1 ft to get cubic feet of rock � � . �
�'-�sqft x 1 ft= �� .cuft . �
2. Divide cuft by 27 cuft/cuyd to get cubic yards
, ��4_cuft +27 cuyd/cuft.= � cuyd �
3. Multi ly cubic y�rds by 1.4 to get wei ht of rock in tons
_�cuyd x'1.4 ton/cuyd =_�tons ..
�' D�3:.Ab�p�ptioa WidW Sizfn�Ta61e
Pm�o1M�m Ra�e ;Ln�din�Rau'
F. SEWAGE ABSORP'TTON WIDTH 4� � �,�a.. sd�r.�� ci.��«,. ��«w��
�,, ,�,�.y �.�o
_ uere
'' Futarth�a3 Co�rieS�ad 1.Z0• 1.00
; Medium Sud.
Absorption width equals absorption ratio (See Figure D-33) `'""'Y�' � �
times rock layer widfh(D2) ' . � � �
a �
a•�� x ,la ft-�ft " �w�o �ra� a.s z6� :}.f
. 61 a t20 Suty a.r o.2t s.00
Sud Wy
. . . . . � K7�undriprAPorNwdYa�wMatMrerprfe1m�en . .
�
G. MOUND SLOPE WIDTH &LENGTH . 1.anasiope> t��o siope
- , {landslope greater than 1%) „�r�,
1. Downslope absorption width=absorption width (F)
. minus rock la�er wid'th (D2) � ���� 6•T�`°v
�_._ t.; r .�s.,,a: ' ", � , .
• :�:.>.r:. ,
��..� ft- !e7 ft= �� ft wnd�,t„o r,� � _._._
. �4Ye
Uq����� Roek Ih'D2) �D ! fta«
2. Calculate mound size
UPSLOPE �
a. Depth of clean sand fill at upslope edge of ,,,,,�,,,,,,,,,d,_5i,,,�,
rock layer= 3 ft minus the distance to restricting layer(Cl) �
3ft- r•o ft= �•o ft .
b. Mound height at the upslope edge of rock � D-�a' SLOPE MULTIPLIER TABLE
layer= depth of clean sand for separation(G2a) Land UPSLOPE nowwsLorE
Slo multlplleeforyarious multl_lkaforvadoas
at upslope edge plus depth of rock layer(1 ft) +��` ao�,���, ��,ea
plus depth of cover(1 ft) :� &� :� �:�
�?,-o ft+ lft+ 1ft= 4.t� ft o �.o �.o s.o 6.0 �.o a.o a.o �.o s.o e.o �.o
c. Upslope berm multiplie��based on land slope ' �� 3.e� a.� s.� b.s� �A1 �09 4.�� s.� 6.�e �.�
3.c�3 (see figure D-34) 2 2.63 3.70 �.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 B.1�
d. Upslope width= berm multiplier(G2c) times 9 275 a.s� 4.ss s.os s.� 6A5 3.30 454- 5.ee. �ax s.ec
upslope mound height(G2b): � �� 3.�s �.i� �.ea s.+k 6.06 a�i {.76 6.25 9.89 9.�z
3•3'3 X .�� � _ �1 f t 5 2.61 3.33 4.00 4.6Z 5.19 5.71 3.53 00 6.69 8S7 10.77
6 2.54 3.23 3.85 �.Gl 4.93 5.f1 3.66 5.26 7.1� 9.38 1207
DOWNSLOPE � s.�e sax sao �.za �ao s.ia a.eo s.se �.� �o.� �.r3
e. Drop in elevation= rock layer width(D2) times e � ,.o� ,,s, ,.os �a9 s.ae �.9s s.ee e.� ��.s� �s.9�
percent landslope (C5) + 100 9 z.� x.� s.as 3.90 �.so �..�ss `Lu e.zs 9.0� �s.w ie.9z
�ft x�%-�- 100= �.� ft � io �i z.e6 � sas �.0 �.0 �.as a.�� �aw is.00 za.�
f.Downslope mound height= depth of clean n � z.�e s.z� s.ei a9s aae ua �.0 uai .i�.us 3o.a3
sand for slope difference(G2e) at downslope � � �� 3.12 3.99 s.eo a.oe �.69 ,:69 �.so z� 43.75
rock edge plus the mound height at the .
upslope edge of rock layer(G2b) .
4�o ft+ .S ft= .�5' ft
g. Downslope berm multiplier based on percent land slop ,
S-�a (see figure D-34) �`� .
�- -�t�� -
h. Downslope width= downslope multiplier � � u�,o�w,dwcczd�
(G2g) times downslope mound height(G2 fl �e� ��' " � .
5 rf�i7 X �•J �-�_ft Ups�Width(G2d) Wldw(D2 �Q_ I U�FWidth(G2d).
i. Select the g reater of Gl and G2h as the � `�'8�'�D�' �'�
downslope width: a 3 ft! � ���a��
j. Total mound width is the sum of upslope ��
width(G2d)width plus rock layer width ,� .. . �3 . .�
(D2)plus downslope width (G2i) Tow u„8w«, 1 i y. f�
_�ft+ j p. ft+ �t 3 ft= 4 s� _�,t ,.
k. Total mound length is the sum of upslope width(G2d)
plus rock layer length (D3) plus upslope width (G2d)
!3 ft+�ft+ ►3 ft= 94 feet
0l'3' + l0 4S' .y �3 ���. . . .
Final Dimensions:
_ `Eto � X /a►� �1Rt1� '
I hereby certify that I have completed this work in accordance with applicable ordinances, niles and laws.
��-` �• �� (signature) 39� (license#) 1v -at�-aS" (date)
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
_ , , .. .
'�'!,�;:��1e?C��A��a�$�'Y[a�����45���:+s'r4'.t.uto�:�u;��9'G�',�ry4{?���
1. Select number of erforated laterals 3 � '�:°�:��'3:r�_. ��
P .. arter inch erforaHona s aced O 3' .-..�,...�i : .,,:.�
- oq�S;o ty:vo.v
.N.:.�al`a.���j��•'p:i���'G't�r'b'�!�2�'h:4.'i.'.�O' a,9'Ci"r:C6.yC'.4�'v'f�`''�?o��..�M1r.
:. .o r '�s'r. A� `�'.dd? i' io. r" K�.'aao '�5�.,��'e�8•t
'{E � ''r C.�� b'O h� " ' fs� ..
3 c� fee� �'��+,'� .��R:'�'7.'C.y:.������oa:,���• :F�����.ru:;U�°-���.��.,.
�: � �;. . . � �.:.�;<.:�� 4..�-
2. Select perforation spacing= • ;s �, ��^ti:r,'q;)'O'b!UG+'o� � ,�x-;:;�.:.�...,;.�.<.� �,; �
�t; '���'u h: �, �;•r,,e ,.;,.�,.:. , r,, �a:.
a.��. <�a. a�.r:CT'L?NS'-.�Ca' v ,��r. .�,�:.�;.:r ,�.
Perf Sizing 7/32"-1/4"
3. Since perforations should not be placed closer than 1 ft. to Perf Spacing 1.5�-s�
the edge of the rock layer (see diagram),subtract 2 ft. from
the rock layer length. Pertoratlon Discharges in gpm �
`d 2 ft. _ �So fee� perforc�tian dlameter
yer en - . h60d IIlCh9S
� (feet) 1/8" 3/16 7/32 1/4
4. Determine the number of spaces between perforations. �,pa 0.18 0.42 0.56 0.74
Divide the length above by perforation spacing and round '
down to nearest whole number. 2•0�' 0.26 0.59 0.80 1.04
. 5.0 0.41 0.94 1.26 1.65
Length perf. spacing=�ft. + 3 ft. = a�spaces �u��.0 foot for single-family homes.
�3� �2� b Use 2.0 feet for anything else.
• PotenNal fot plu0ging
5. Number of perforations is equal to one plus the number of
perforation spaces . _ �
�spaces + 1 =�perforations/lateral iM��t n�anr�<lo%�discharge variation
Perforation
6. Multi 1 erforations er lateral b number of laterals to � S a`u'g �, jy 2
p y p p Y . �f�t� 14 2
get total number of perforations. . 2,5 14 18 Zg
''� �`' 3.0 13 17 26
� x �_�perfora�ions.
3.3 12 16 25
Calculate the square footage per perforation(6-10 sqft/perfl 4.0 11 15 23
System area: l� x �� _�_ � 5.� 10 14 22
S� + ���-�_sqft/perf '
. MANIFOLD LOG7ED AT Dq OF PRESSURE qSiRIBVTION SYSTEM
7. Determine required flow rate by multiplying�
number of perforations by flow per perforation � �
��
-� X�s� —�-8Pm ,,��-�.�
r�
8. If laterals are connected to header pipe as shown on upper �`/'°'"�
example,to select minimum required lateral diameter;enter
table with per.foration spacing and number of perforations y�rpyT pF P[p/OMTFO PIK LAT[IUlS PoR
n�cssune asteuurwn N wano
per lateral. Select minimum diameter for
.�.��»,K..�
perforated lateral= � inches. �,,,�,�,,, W �„p„.�°
v1EW
� M
�
9. If perforated lateral system is attached to manifold pipe near ..�.�.�.�«
the center,lower diagram,perforated lateral length and �" -��.�.�
number of perforations per lateral will be approxirriately one �,w ,�
half of that in step 8. Using these values,select minimum �d,�"'`� �.N:���
diameter for perforated lateral=��inches. �
- �� � PUMP SELECTION I'ItOCED�JRE `
- 1. Deterr�nine pump capacity:
,�A. Gravity distribution
� 1. Minimum req.uired discharge is 10 gpm _
2. Maximum suggested'discharge is 45 gpm. For other �
establishments at least 10°/a greater than the water supply rate, '
but no faster than the rate at which effluent will flow out of the
distribution device.
�B. Pressure distribution
See pressure distribution work sheet
From A or B Selected'pump capacity: 3 q gpm
2. Determine pump head requirements
A. Elevation difference between pump and point of discharge? sop tteatment system
I � feet &point of discharge
� ?��
B. Special head requirement?(See Figure at right-Special Head Requirements) �tal p(pe
5 feet � 2A.elevation
inlet difference
C. Calculate Friction loss pipe
------- -- -
1. Select pipe diameter �•v in •---•---•--•- •• q�3
--------------------------- ------.
2. Enter Figure E-9 with gpm(lA or B)and pipe diameter(Cl).
Read friction loss in feet per 100 feet kom Figure E-9 Special Head Requirements
FricHon Loss= a� ft/100ft of pipe , Gravity Distribution 0 ft
3. Determule total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point.Eskimate by adding 25 percent to pipe length for -
fitting loss. Total pipe length times 1.25=equivalent pipe length ,E-9: Friction Loss in.Plastic Pipe
�� feet x 1.25 = 31 a feet
Per 100 fest
4. Calculate total friction loss by multiplying friction loss(C2) nominal
in ft/100 ft,by the equivalent pipe length(C3) and divide by 100. plpe dlameter
flow rate 1.5" 2" 3"
_ �.to ft/100ft x 31� +100= � ft pm
' D. Total head required is the sum of elevation difference(A),special � 2:47 OJ3 0.11
head requirements (B),and total friction loss (C4) 25 3.73 1.11 016
�_ft+ 5 ft+ � ft= . 30 5.23 1.55 0.23
Total head: _ . 35. 6.96 2.06 0.30
�� feet qp 8.91 2.64 0.39
3. Purnp selection � a5 �i.o� s.2s o.a8
50 13.46 3.99 0.58
55 4J6 OJO
A pump must be selected to deliver at least 3aj gpm bp 5.60 0.82
(lA or B)with at least�_feet of total head (2D) �5 6.48` 0.95
70 • 7.44 1.09
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
�� �� ��"~-'-'-' (signature) 3"�� (license#) I v-11.�v� (date)
_ � �7"Q T�ST�NG, INC� Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
I.�OGS OF SOIL �Qg(d,�
Dennis Backes
2920 Fox St.
Orono, Henn. Co., MN
Borings completed on 5-2-05, with a hand bucket auger.
BORING NUMBER 1- Elev.971.9 - MOTTLED SOIL AT 26" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 312
10" - 14" Gray brown loam 10YR 5/2
14" - 20" Brown clay loam 10Y�t 5/3
20" - 26" Yellowish brown clay loam 10YR 5/6
26" - 34" Rusty yellowish brown clay loam 10YR 5/G - mottles 10YR 7/1,6/8
34" - 40" Rusty pale brown clay loam 1QYR 6/3 - mottles 10YR 7/1,6/8
40" - 48" Rusty pale brown loam 10YR 6/3 -mottles 10YR 7/1,6/8
�ORING NUMBER 2- Elev.972.3 - MOTTLED SOIL AT 20" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 14" Gray brown loam 10YR 5/2
14" - 20" Yeliowish brown clay loam 10YR 5/4
20" - 32" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8
32" - 44" Rusty pale brown clay loam 10YR 613 - mottles 10YR 711,6/8
44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/$
BORING �IU BER 3- EIev.972.0 - MOTTLED SOIL AT 72" - no standing water presen#
in the boring.
0 - 8" Topsoil dark brown clay loam 10YR 4/2
8" - 12" Yellowish brown clay loam 10YR 5i4
12" - 26" Rusty yellowish brown clay loam 10YR 5/6-mottles 10YR 7/1,6/8
26" - 36" Rusty gray brown clay loam 10YR 6/2 - mottles 10YR 7/1,6/8
36" - 48" Rusty pale brown loam 10YR 6J3 - mottles 10YR 7/1,8/8
, , , .
Soil borings cont'd.
BORING.yUMBER 4- Elev.972.3 - MOTTLED SOIL AT 24" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2 `
8" - 24" Brown ciay loam 10YR 4/3
24" - 32" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
BORING NUMBER 5- Elev.971.8 - MOTTLED SOIL AT 22" - no standing water present
in the boring.
0 - 10" Topsoil dark brown Ioam 2.5Y 3/2
10" - 18" Gray brown loam 2.5Y 5/2
18" - 22" Gray brown clay loam 2.5Y 5/2
22" - 38" Rusty gray brown clay loam 2.5Y 5/2 - mottles 10YR 6/8
38" - 48" Rusty olive brown clay loam 2.5Y 5/4 - motties 10YR 7/1,6/8
BORING NUMBER 6_ Elev.973.6 - MOTTLED SOIL AT 14" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 14" Brown clay loam 10YR 4/3
14" - 26" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
26" - 34" Rusty gray brown clay loam 10YR 6i2 - mottles 10YR 711,6/8
34" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
2
CERTIFICATION N0.627
, STATE LICENSE�T0.394
PERCOLATION TEST DATA SHEET
Percalation test readings made by S-P Tes 'ng,inc,on 5-3-05 starting at 11:OOam.
Test hole location Ba�,kes,2920 Fog St.,Orono.
Test hole numberl. Date test hole was prepazed_5-2-05.
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
�OIL DATA FROM TE�T_ HO�F
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown loam
Method of scratching sidewall is l�ti#�. Depth of gravel in bottom of hole is�. Date and hour of initial
water filling 5-2_.,05.2:30�. Depth of initial water filling is 1�.jp�above the hole bottom
Method used to ma.intain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom durin�test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
10:50 refill 6
11:00 11:30 6 4 7.5 30 min
11:37 12:07 6 4 7.5 30 min
12:08 12:38 6 4 7.5 30 min
Percolation rate=7,�minutes per inch.
- � ,
CERTIFICATION N0.627
. STATE LICENS�E 1�T0.3�94
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 5-3-OS starting at 11:Olam.
Test hole locatioa ac 2920 Fuz�,Orono.
Test hole number,Z, Date test hole was prepared 5-2_05•
Depth of hole bottom 1Z,inches. Diaineter of hole ft inches.
SOII.DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Gray brown loam
Method of scratching sidewall is kpifg. Depth of gravel in bottom of hole is�. Date and hour of initial
water filling �-2-03�2:30�. Depth of initial water filling is l�ip�hes,above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is sutomatic sinhon.
Maximum water depth above hole bottom during test is�t inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
10:50 refill 6
11:01 11:31 6 5-1/4 5.7 30 min
11:36 12:06 6 5-1/4 5.7 30 min
12:09 12:39 6 5-1/4 5.7 30 min
Pe,rcolation rate=�minutes per inch
• � ♦
CERTIFICATION N0.627
- STATE LICENSE�T0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 5 -OS starting at11;QZ�m�.
Test hole location ackes�2920 Foz St.�Omno.
Test hole number�. Date test hole was prepared 5-2-05.
Depth of hole bottom 1�inches. Diameter of hole¢inches.
.r►OIL.DATA FROM TES'1'H�j:�
DEPTH,INCHES SOIL TEXTURE
0- 8" Topsoil dark brown clay loam
8"- 12" Yellowish brown clay loam
Method of scratching sidewall is I�fg. Depth of gravel in bottom of hole is�ip�. Date and hour of initial
water filling 5-2-OS}2•_30.,_nm. Depth of initial water filling is 12_in�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automati�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 r inch Remarks
10:50 refill 6
11:02 11:32 6 2-7/8 10.4 30 min
11:35 12:05 6 2-7/8 10.4 30 min
12:10 12:40 6 2-7/8 10.4 30 min
Percola.tion rate=1Q�xninutes per inch
� � � ' � '
CERTIF'ICATION N0.627
•STATE LICEN3E 3�0.�94
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Te�ting,,Inc. on 5-3-05 starting at 11:03�.
Test hole location Backi..w.�2920 Foz�,Orono.
Test hole number�, Date test hole was prepared 5-Z_OS•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DiATA FROM TEST HOL•�
DEPTH,INCHES SOIL TEXTURE
0- 8" Topsoii dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall is Imif�. Depth of gravel in bottom of hole is Z�.ip�h.c�. Date and hour of initiai
water filling S-2-OSF 2:30pm. Depth of initial water filling is 1�.jpsL�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic s' hon.
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
10:50 refill 6
11:03 11:33 6 2-1/2 12 30 min
11:34 12:04 6 2-1/2 12 30 min
12:11 12:41 6 2-1/2 12 30 min
Percolation rate=1q,�ninutes per inch.