HomeMy WebLinkAbout2003-P06845 - new septic system CITY OF ORONO PERMIT
2750 Kelley Parkway- PO Box 66 Permit Number: Po6s4s
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 24�-4600 Date Issued: io�ii2oo3
SITE ADDRESS: 470 Big Island
Excelsior,MN55331
P I D: 22-117-2 3-41-0002
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Pernut Type: Septic Pernut Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
Matt to inspect
F�E SUMMARY: Permit Fee: $ 100.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hagberg Exc. OWNER: Daniel McCloud
18545 Roanoke St.NW 470 Big Island
Anoka,MN 55303 Excelsior,MN 55331
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.
I\ �f �
` ' � �.�__ � ( ���' 7�(� /'�
A�PL[ PERMIT E IG AT ��ED BY SIGNATURE ��� (/�
Conies: 1-File(Si2nitures Required), 1-Applicant, 1-Monthlv Renorts, 1-Assessing, 1-Finance Page 1
CITY'OF ORONO SEPTIC SYSTENI PERNIIT APPLICATION
Ros 66 (2750 Kelley Parkway)
�Crystal Bay, I�1n 55323
JOB SITE ADDRESS ��� ��� /Sl�t� �1
Occupancy Type: Residential� Commercial Other
Permit Type: New or Replacement System $100.00 " t;�> . C �)
Repair Esisting System $ 50.00
(Tanl�s or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: �� i` Phone Number: ��� � �?
Mailing Address: �%/7 _ „�7',�� City: C�ianrr Zip: S`�35�
Contractor's Name: ' _x�•, Phone Number: 7G.� �gG ��G//
Nlailing Address: /� 5 ���.--.,�� ��- /t/� Cit3': G�:�rrh ZiP: J1'1�!/
*** DO NOT NIAIL PAYIIENT`VTTH THIS APPLICATION***
GENER4L 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 Minnesota Pollution Control
Agency(1�iPCA) Septic System Installers License.
3. All �vork must be done in accordance with the approved septic system desi�n. 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 coverin�.
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
durin? pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes. "
5. Individual holding�fPCAInstallers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all apprapriate
boxes.
� 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following: �,��r��us5
A. Tanks: Precast Concrete 7� Other Manufacturer
Tank Capacities: 1) aal. 2) gal 3) gal
B. Pump Station(if required)
Pump make& model ����f���2 (attach pump curve&
literature); system design requires gpm at feet of head.
Hi�h water alarm make & model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:1�,�,l�fiN�"`'
�_Trenches: s.f. Mound
Depth of rock belo�v pipe " Rock bed dimensions ' x '
�Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: �_ borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance«-ith ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
Signature ofApplicant , ,�-� '�� Date: /�L�-f�
Ml'CA License No. ��
StaffReview: Approval � Denial
,
Reviewer: ��7� � �,-.,�� Date• � C., - \ -- L� �
Reason for Denial:
t . SEPTIC SYSTEM APPROVAL
o � t,0
� � � c� n
0 0
C ITY of ORONO
�`,, � Municipal Offices
�.� �G Street Address: Mailing Address:
`9�f'EgH04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Chris Bollis Phone (Home) (Work)
Address 470 Big Island City Orono State MN Zip
Site Evaluator Peter Miller State License # 2341 Phone# 763-441-7509
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 300
No. Potential Bedrooms 2 Slope: 5-8%
Depth of Sand: Upslope: Downslope: Soil Sizing Factor 2.2
Perc Rates P-1 10-40 P-2 P-3 P-4 P-5 P-6
Restricting Layer Depth B-1 >70" B-2 >68" B-3 >70" B-4 _ B-5_ B-6:
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift X Pressurized Bed System
Holding Tank W/ Alarm �
Septic Tank Size 1500 Combo # of Tanks 1 Lift Tank Size
Pump Brand GPM _ Head
Treatment System:
Minimum 570 Square Feet with inches of rock below pipe
Bed Trench Treatment Area 10 3'xl9' trenches
TffiS 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 (952-249-4600) 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 will 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 subject to existing regulations and the
following conditions:
1) Alarm must be placed inside house.
2) Insulate buildin sg ewer•
3) Effluent filter must be installed.
4 Fiber lass tank must e used.
By: '`\-:.�i,: ' -�- �,,-;-�. ;r.,.t,, � " f�„� -� � 'r�
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
,�, >
� � ' C��-C�
o ���s
ONSITE WASTEWATER TRFATMENT SYSTEM DESIGN
470 Big Island
City of Orono
July 9,2003
TABLE OF CONTENTS PAGE#
1. Legal Description... .........:......................................................................1 -
2. Site Conditions....................................................................................... 1
3. Soil Conditions........................................................................................ l
4. Sizing of Treatment System... ................................................................ 2
5. Description of Treatinent Process............................... 2
............................
6. Description of Treatment System...........................................................2
7. Limitations .......................:..................................................................... 3
Figure 1: Vicinity Site Plan
Figure 2: Septic System Location
List of Appendices
A. Soil Information CITY OF nFZntiO
B. Design Specifications S�"t�TIC P�MIT �}L N R6V[EW
C. Materials List Tt�ISPECTOR ���1-��.
D. Data Sheets DATE `�'zd-o3 pERMIT NO.
E. Homeowner's Maintenance Information � ApPROVEb A5 S[:r��,►T�rro
� APPROVED WITH CORRfCTlONS AS KOTF:[)
NOT APPROVED-CORRECT&RESUH4tl"C
These oomments ue for your informntiun. All work si�ull bc Juns
in ttdl Compliance with rll applicable septic and zoning cuJc.
Requlrements inciudinQ items not specifically notuJ in ihi�reriew�.
KBEP THiB PLATI 86T ON$lTE Ai AI.L TIM6S
�
� 333 East Main SVeet
� P.O.Box 388
Elk River,MN 55330
I� + (763)441-7509
(800)554-7509
Fax:(763)441-9176
Eco svsTEMs Er,ciNEEaiNc,iNc. e-mail:h2olabOlkdliink.net
July 9, 2003
Chris Bollis m�S����E�MfD FOR
y Of BEOROOMS�INVAUD ,N�R���N����
220 Stubbs Ba Road AT�j��s��
Long Lake,MN 55356 �1•
Subject: Onsite Wastewater System(OWS)Design
1. Le Description -470 Big Island,City of Orono,Hennepin County,Minnesota
2. Site Conditions-The 1 acre lot is located on an island of Lake Minnetonka with a cabin,private well
and proposed OWS as depicted on Figure 1. The proposal is to replace the existing OWS serving the
two bedroom, single family residence with an OWS located on Figure 2. The proposed drain field site is
locaxed on a convex shoulder slope of 5-8%.
3. Soil Conditions—The Hennepin County soil survey, completed in the early 1970's, mapped the soil
within the area of this property as a Hayden Series. A copy of the Hayden Series description from the
soil survey is included in Appendix A. The soil survey described the Hayden Series as a deep, well-
drained; loamy soil formed in glacial till with the depth to water table greater than 5 feet in all sea.sons.
A discussion with the Natural Resource Conservation Service (NRCS) soil scientist who recently
completed the Hennepin County soil survey update (not available for distribution) indicated the Lester
Series has generally replaced the Hayden Series in the updated soil surveys. The Lester Series is the
Minnesota state soil and is very common in Des Moines Lobe glacial till deposits of central Minnesota,
specifically Wright and Hennepin Counties.
A copy of the description for the Lester Series, completed for the Wright County soil survey update, is
included in Appendix A. The soil survey indicates the soils in the Lester Series are very deep, well
drained loamy soils formed in glacial till with relict redoximorphic features. The percolaiion rdte of the
soil ranges from 10 minutes per inch to 40 minutes per inch. Our own soil borings closely matched the
soil survey description (see Appendix A).Boring #1, #2 and #3 indicate the site is underlain by high
chroma loam and clay loam soils to approximately 6 feet The parent material for the area, high chroma
loam soils with many threads of calcium carbonates(often misidentified as low chroma iron reductions),
was found to the depth of the borings. Many fine gray shale fragments were observed in the profile
along with gray calcium carbonates and reddish iron concretions. These soil features are a result of the
soil parent material not a fluctuating seasonal water table.
1
� . ,
The landscape position, soil parent material, elevation above lrnown water table and the results of the
soil investigarion dictate that the site can support a standard subsurface drain field. The results of soil
structure analysis and soil texture analysis lead to the selection of a soil sizing factor for this type of soil
of 2.20 square feet per gallon.
4. Sizin�of Treatment System — The OWS is designed for a two-bedroom home. The estimated daily
flow for a two-bedroom home is 300 gallons. Sink and toilet fixtures need to be monitored closely to
ensure proper operation. A leaking facet or toilets can more t�an double the daily flow to the OWS and
cause hydraulic failure.
5. Description of the Treatment Process-
• Primary Treatment - Sewage is gravity discharged from the house to a septic tank. Natural
biological activities taking place inside of the septic tank will separate solids and suspended particles.
Solids are reduced to some extent through this process.
• Secondary Treatment—Effluent from the clear zone of the septic tank flows into a lift tank. Inside
of the lift tank will be installed an Orenco Systems, Inc. Biotube�pump vault and modified well pump.
Suspended particles larger than 1/8"are filter out by the Biotube�pump vault.
• Final Treatment—Eftluent is pumped to a new drain field As the ef�luent trickles down into the soil
biochemical processes remove harmful viruses and bacteria
6. Description of Treatment System—(See figure,design sheets and data sheets for additional detail.)
• Septic/Lift Tank— 1,500 gallon two compartmeat fiberglass septic tank, First compartment, 1,000
gallons, to be used as septic tank. Second compartment, 500 gallons, to be used as lift compartment
Proposed tank; Xe�es� Corporation RST II Fiberglass Septic Tank. Tank will be ordered without an
outlet and with a compartment bai�le. Inlet of the tank must have cast in place rubber fittings to create
watertight seals. Top of risers sha11 be 3" above finished grade to avoid runoff from entering through
the top of riser. Sep�ic tanks should be pumped at a minimum of every three years.
• Septic/Lift Tank Risers — 24" diameter heavy corrugated PVC pipe. A watertight seal must be
created between top of tank and the each riser. Top of riser should be 1"-3"above finished grade.
• Septic/Lift Tank R.iser Cover — 24" diameter fiberglass cover with gasket, Orenco Systems, Inc.
model#FL24G or equivalent. Lift tank riser cover should include insulation. Do not bury riser cover.
• Screened Pump Vault — Orenco Systems, Inc. model #PW57-1819 pump vault in the lift tank
through the maintenance hole (see figure in Appendix D). Orenco Systems, Inc. modified well pump
model # P200511, 115V, '/= hp, (or equivalent) in the flow inducer of the pump vaul� Connect a
schedule 40 PVC discharge pipe to pump and extend discharge pipe through riser wall. Install a
camlock on the discharge pipe between pump and the riser for easy disconnect. Drill a 3/16"weep hole
at the invert of the 90 degree bend in the discharge pipe to allow drain back. Install all high-pressure
fittings. -
2
• Drain Field— Excavate the drain field trenches in the area depicted on Figure 2. Distribution to the
drain field trenches will be accomplished through the installation of drop boxes at the center of the drain
field. Two trenches 3' x 19' will connect to each of the five drop boxes. Each trench will contain 3
Infiltrator�High Capacity Gravelless Chambers for a total of 30 chambers. Depth of excavation shall be
2.5 feet on the uphill side of the trenches and level. Install backfill loamy soil and seed for cover.
• Insulation— Due to the potemial for componems fi�eezing we recommend insulating the septic tank
and lift tank by placing 2"of polystyrene insulation on the top of the tank. Insulating the building sewer
pipe from the house to the septic tank by placing 2" of polystyrene over the pipe, extending at least 2'
from each side of the pipe. Insulating the supply fmm the lift tank to the drain 5eld by placing 2" of
polystyiene over the supply line, extending at least 2' on each side of the pipe.
7. Limitations - Our investigation, layout, design, and recommendations are based on data submitted.
ff conditions considerably different from those descn'bed in this report are encountered, we must be
notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes
on the wastewater system. Any changes to the de.sign must be approved by the designer and will be
assessed additional design costs. If changes are made to the design without the l�owledge and approval
of the designer the design shall be void All construction is to be in accordance with the ISTS
regulations. Pipe type and size, installation requirements, septic tank construction, and other
specifications not depicted in our report are to conform to ISTS regulations. The installer of the system
is to be licensed by the Minnesota Pollution Control Agency.
I certify that this plan, docume�or report was prepared by me or under my direct supervision and that I
am a duly licensed Professional Soil Scientist under the laws of the State of Minnesota. If you have
questions,please feel free to call.
Sincerely,
eter G. ller, .S.S.
Designer I NiPCA Certification#2341
3
470 BIG ISLAND SCALE
CITY OF ORONO �" _ ��
HENNEPIN COUNTY, MN
The tocntbn of exlstlrp nnd proposed M+provenents shorn htrNn
nnd the �etl nr�d/or drein fleld locotbns stnktd nt the sitt nre
not the rtsult of n property survty. Inprovtnent locntions nre
_ approxhnt�. It k ti►t prop o.ntr's responsN�0.ity to define
property bour�dnri�s nnd ensure oll onsite inprovenents ore
locnt�d .tthin the ptalted sfte nnd out of Innppreprinte ensenents.
All sepnrntlon distnnces ore to be veriFted prbr to excnvntion.
PROPOSED DRAIN FIELD
�
SLOPE
DIRECTION �
E----
�� � �
LAKE
MINNETONKA
EXISTING 50'
2 BEDROOM �
CABIN
� = DEEP WELL
� = SOIL 80RING
$ = BENCHMARK
VICINITY SITE PLAN
JOB NO. S03G005 FIGURE 1
�
470 BIG ISLAND SCALE
CITY OF ORONO 1" = 30'
HENNEPIN COUNTY, MN TOP OF IRON IOO.o
PROPOSED DRAIN FIELD
(10) 3' X 19' TRENCHES
3 INFILTRATOR GRAVELLESS
CHAMBERS/TRENCH ee 9a.
30 CHAMBERS TOTAL
570 S�UARE FEET EE 96.4
DROP BOXES
(TYP.)
2" EFFLUENT
SUPPLY LINE
EE 94. EE 96.4
� EE 92.0
PROPOSED 1500 GALLON TWO
DRAINAGE � COMPARTMENT SEPTIC TANK
SWALE �91 WITH A SCREENED VAULT PUMP
SYSTEM IN THE SECOND
COMPARTMENT
4' SCH 40 PVC SEWER
LINE EE 100.80
MAIN FLOOR
EXISTING
2 BEDROOM
CABIN
OWS LOCATION
JOB NO. S03G005 FIGURE 2
. Appendix A
Soil Information
. .� . . - . .. .. .y:'. � � ' . .. .
� — — � 333 East Maln Street
P.O.Box 388
,i� � � Elk RMer,MN 55330
(763)441-7509
(800)554-7509
Fsx:(769)q41-9176
ECO SYSTEMS ENGINEER�NG,INC. 9-RISII:F1ZOI8bOlkdllinknet
I.4G OF SOIL B�Rnv[:c
Last name: BOLLIS F��e number: S03G005
First name: CHRIS
Address: 220 STUBBS BAY ROAD
City: LONG LAKE, MN Zipc�de: 55356
County:
Legal: 470 BIG ISLAND,CfTY OF ORONO, MN
Auger type: 3"OPEN BUCKET BORING#1
Seasona�water table: NOT OBSERVED
Water table: NOT OBSERVED
00-OB'-BLACK(10YR 2/1)LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE;
FRIABLE CONSISTENCE
OC}10'-BROWN(10YR 4/3)LOHM:YVEAK FlNE SUB�WfaULAR BL.00ICY S'T'RUCTURE;
FRIABLE CONSISTENCE
1 a36"-DARK YELLOWISH BROWW(10YR 4/4);CLAY LOAM:VYEAK FlNE SU8�4NC'ULAR gLpCKy STRUCTURE;.
FlRM CONSISTENCE;GRAY SIUCA COATINGS ON PED FACES;FEW,FlNE,DISTINCT YELLOWISH REp(5YR 41�
IRON CONCRETIONS
36-70'- LlGHT OLIVE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE trtEDiUM SUBANCULAR BLOCKY
STRUCTURE;FRIABLE CONSISTENCE;GRAY SIUCA COATUrGS ON PED FACES;
FEW FINE PROMINENT YELLOWISH RED(SYR 4/6)FE CONCRETpNS;LJGHT GRAY(10YR 7N)
c.n�eow��rHRenns a coNCEnrrRnnoNs,VIOLENT EFFERVESENCE
THE TERMS REDUCTIONS AND CONCENTRATiONS ttEFLECT CHANpEg py gq�TAXpNpMY. TME PREVIOU8 TERM USEO
�NAS MOTTLINO. REOUCT10N3 ARE ORAY COLOR3;CONCENTRATIONg ARE REp�gRpyyN�OR YELLOW COLORS.
Company License#208
Oate oompleted: 6J26/2003
Soii borings performed by: PETER MILLER
� — — � 333 East Main Street
P.O.Box 388
;/ � � Eik River,MN 55330
� (763)441-7509
(800)554-7509
Fex:(763)441-9176
ECO SYSTEMS ENGINEERING,INC. @-R18j�:h2p�gbOlkdllink.net
LOG OF SOQ.BORINGc
Last name: BOLLIS File number. S03G005
First name: CHRIS
Address: 220 STUBBS BAY ROAD
Ciry: LONG LAKE, MN Zipcode: 553.56
County:
Legal: 470 BIG ISLAND,CfTY OF ORONO, MN
Auger type: 3"OPEN BUCKET BORING#2
Seasonal water t�le: NOT OBSERVED
Water table: NOT OBSERVED
00-06'-BLACK(10YR 2/1)LOAM;WEAK FlNE SUBANGULAR BLOqCY STRIJCTURE;
FRUI6LE CONSISTENCE
OC�10'-BROYYN(10YR 4�3)LOAM;WEAK FINE SUBIINGUL.M BLOCICY STRUCTURE;
FWABLE CONSISTENCE
10-40'-DARK YELLOVVtSH BROWN(10YR 4/4j;CLAY LOAM;WEAK FlNE SUBANCULAR BLOCKY gTR(JCTURE;
FlRM CONSISTENCE;GRAY SILICA COATINGS ON PED FACES;FEW,FlNE,DiSTINCT YELLOWISH REp(SYR�
IRON CONCRETIONS
40-68�- LIGHT OUVE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE MEDIUM SUBANGULAR BLOCKI(
STRUCTURE;FRIABLE CONSISTENCE;GRAY SILICA COATY�G.S ON PED FACES;
FEW FINE PROMINENT YELLOV111SH RED(SYR 4J6)FE CONCRETpNS;LlGHT GRAY(10YR 7/1)
c,azeonw�rHR�ws�con�cEnrrRnnoNs,wo��tr E��set�cE
THE TERM8 REDUCT10N3 AND CONCENTRATIONS REFLECT CHANOES W SWL TAXONOMY. THE PREVIOU8 TERIA USED
WA8 MOTTUNO. REDUCTIONS ARE ORAY COLOR8;CONCENTRAT10N3 ARE RED,BROYVN.OR YELLOW COl.OR3,
Company License�!208
Date completed: 6l26/2003
Soil borings performed by: PETER MILLER
f ' ,
� 333 East Main Street
� P.O.Box 388
� ,� ,� Elk Rfver,MN 55330
(783)441-7509
(800)554-7509
Fax:(763)441-9178
ECO SYSTEMS ENGINEERING,INC. 6-RI$��:�p�gt101kdllink.net
�OF SOIL BORINGS
Last name: BOLLIS File number: S03G005
First name: CHRIS
Address: 220 STUBBS BAY ROAD
City: LONG LAI�, MN Zipcode: 55356
Courity:
Legal: 470 BIG ISLAND,CITY OF ORONO, MN
Auge�type: 3"OPEN BUCKET BORING#3
Seasonal water table: NOT OBSERVED
Water table: NOT OBSERVED
00�08'-BLACK(t 0YR 2/1)LOAM;WEAK FlNE SUBANGULAR BLO(�(Y STRUCTURE;
FRWBLE CONSISTENCE
08-12'-BROWN(10YR 4/3)LOAM;WEAK FtNE SUBANf'ULAR BLpCI(Y STRUC'iURE;
FRIABLE CONSISTENCE
12-42"-DARK YELLOIMSH BROWN(10YR 4/4);CLAY LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE;
FIRM CONSISTENCE;GRAY SILiCA COATINGS ON PED FACES,FEW,FlNE,DISTINCT YELLOWISH RED(SYR 416�
IRON CONCRE110NS
42-7�"- UGHT OLNE BROWN(2.5Y 5/4)CLAY LOAM;MODERATE IAEDIUM SUBANGULAR BLOCKY
STRUCTURE;FRUI6LE CONSISTENCE;GRAY SIUCA COATTNGS ON PED FACES;
FEW FINE PROMINENT YELLOWISH RED(SYR 4/6)FE CONCRE710NS;UGHT GRAY(10YR 7/1)
CARBOM�►TE THREADS b CONCENTRATIONS,VIOLENT EFFEFtVESENCE
THE TERMS REDUCTIONS AND CONCENTRAT10N3 REFLECT C11AN3E8 IN SOIL.TAXONOMY. THE PREVIOU8 TERM U8ED
WAS MOTTUNO. RED1lCT10N3 ARE ORAY COLOR8;CONCENTRATIpNB I1RE RED,BROWN�OR YELLOW COLORS.
Company License#208
Date oompleted: 6/'16/2003
Soil borings performed by: PETER MILLER
1 `' ' . �
,, ,
� li�hc clay loau, or ailty clay lo�a, put in pl�us ' Representative profile of HaXden'loan�
Ner� i� a very dark �ray or very duk traylsA-aro�m p�r�ent slope�, in a cultivated field, $M►�j�t� 6
lou lay�r of ove�uh up to 12 incl�es Nick, la� N11/� sec, 20, T. ile N.� R. 22 M,; SM���
av�rat� clay cont�nt of the s �oriton is lesa dua�
SS p�rc�nt. 1A• ! �ori:on rantes ho� w�aR to
stron�, coars�, psi�sacic �tructure to aode nte tp ��'0 to 7 inches, very dark �ray (lOYR S/1) lo
� 3tront. rdiw and coars�, suDan�ul�r Dlbckr sttut_ li�ht brownish �rax (lOYR 6/2) vhen dry; �'
ri+re• TA� C Acri:on is dark oliv� tr�r to li�t ��� fine� �ranular structure; friabl�; y �•
o2iv� tr�r, In places theze ue tAin� coarse-t�- �ts; neutral ; abrupt, 3Aoou bound�,. �'
tured laye n in th� C hori:on. R�action ran�es f� �1t--7 to 14 inche�, dark yellovish-brorm (1pY�
�ediva acid to neut ral in th� A ar�d ! horiza�. A� li�ht clay lo�w; weak, fine� suban�ular b��k�
• C horizon is aildlr alkaline and is slijfi tlr to structure; friable; few roots; feM to c��
stron�lr calc ueous, - fine, tubular pores; many� tAick� lijht b �
da�el soils hav� a thicker A1 hori:on thaa t!� ish-�ray (lOYR 6/2) , porous coatints oA t�'
siailar Cordova soils. They havs a �ore d�wlop�d { of peds; few, thin� very dark brown (10Y�?��
� horizon that contiins trarulocated clar than t� clay films on faces of peds; few fine shal• �
�iailu Gleruoe soils ind occur in di.aina�exa� fr��uents; sli�htly acid; claar, s�ooth �
� nther Nan in closed depressions. � - b�+dary.
d22t--14 to 22 inches. yellowish-bram (lOYR S/1)
• Na�el loaa (Ha) .--This neuly level soil 3a liYht clay loam; very weak, fine� prisaatic •
1-acre to 3-acre are u in short, narraw drai�a�,s structure parting to moderate to strnn�� kdi-
on side slopes and S-acre to 30-acre areas in laq. °° �d coarse, subangulu blocky stxu����
xindinY drainaYevays between knolls and hills. friable; few roo u; vany, fine, tubular pores;
Included in �appia� weTQ ssall ueas of Gleacoe CO�on, thin, duk Yrayish-bra+n (lOYR �/2)
soils. Aiso included in plues wen snall_u�ar �{ clay films on faces of peds; co�on, thin,
Le Sueur soils tbat lie at the ba�e of stee sl light-gray (lOYR 7/2) , po�ous coatinYs on
If properly driined and aanaYed, uis soil �� ��rtical faces of peds; about S percent coarse
suited to all eraps comonlY �'a+n in the co�aty. �'aPents; slightly uid; cleu, saooffi bamd-
Tile dninaYe aad �c�od outlets sre needed. 'ltii,s �' �
• soil is rell snited to corn and s B�t"22 to 31 inches, li�h t olive-brvwn (2,SY S/4)
°��. B�� loaa; very weak, aedi�, pris�tic stn�ctiae;
. ueu of this soil are so irregular in shape, it is
�enenlly faried xith the surroia►ding soils. (� . Puting to moderate, coarse, subanYulu block�
- pability �it IIr-1; woodland stnicture; friable; few roets; �,� Hne, _
��p 10� Y�'a�P 5; buildinj site tubular pores; co�on, thick, very darlc �ray_
_ � ish-bram (lOYR 3/2) clay filas on fues of
- _ P��; about S percent coarse fra�enu;
, Hayden Series slightly acid; clear, smooth bamdary, �
• B3t--31 to 36 inches; light olive-brotim (2,SY S/4)
'Ihe loa�; weak, coarse, subangular blocky stHc-
Hayden srries coruisu of deep, well-dniaed,
loary soils that farned in lo �; friable; co�on, fine, tubul'ar pores;
ary Ylacial till. Zbese co�mon, thick, very dark grryish-brarn (lOYR
�ently slopinY to very steep soils are in comrrs -
ueas on knolls �d hillsides. The hills snd toolls 3�2� clay fil�s on faces of peds; about S pes_
m S to 300 ures in size and lie S to 80 feet «t of voluse consists of very dark browa
above the surro�m�in� draina�e�r�,s �d depressiaas, �lOYR 2/2) clay fillings in root channels;
Slopes are �ainlr coaglax, ran�e fros 2 to 35 �Out 5 Percent coarse fragaents; neutnl;
cent�and are 75 to 250 feet long. lhere are st�oees clear, smooth bamdary, -
aad bwlden near the surface. 'l1�e native ve � ��-� to 48 inches, oliv�-brorm (2,SY S/4) loa�; �
tion xas sdzed hadwood forest. � M��, coarse, suban�ular blocky structlae; fri-
In a represenutive profile, the surface lsyrr is �le; few fine.pores; few black (lOYR 2/1)
ver�' dsrk �ray loaa about 7 inches thick. '�t � clay fillinYs in root channels; few red iron
soil is about 29 inches thick. The upper part ;s concretions and few black man�aruse concre-
dirfc rella+ish-brarn and yellowish-brown li�ht clsr tions; few liYht-�rar lime concntions;
loaa. The larer part is li�t►t olive-bram loa�. �� �out S percent coarse fra�aenu; uidlr
taiderlyin� �aterial ia li�ht olive-brown� calca�ons ilkaline; stron�ly calcueousj cleu,
loa, s�ooth boundary.
� Hsrden soils Aave hi;h available aoisturt �"�8 to 60 inches� li�t olive-brovn (2.SY S/1)
• it�' and �oderate peiseabilitr. Internal drai�� 103°' CO�O^� fine, proainent� yellovish-
aedi�. The water table is at a dtpth Delow S tset brown (lOYR S/8) �ottles; reak cleava�e planes
ia all seisons. Hayden soils have lw or;anic-ttttr fTlable; few fine tubular pores; fer, fin�,
aontent and medi��natursl fertilitr. The subsoil ���' dark ;rayish-brown (lOYR S/2) clay fill-
in �ost places is hi� in phosphorus. Roots in�s in root channela of upper part; co�on
�' vhite lime concretions and concentrations;
tsate che soil deeply and eisilY• 7Ae surface lsres
is eu ilr eroded. nildly alkaline; stron�ly calcareous.
36
� rnickness of Ne �olum nn�d� Prom 20 to J8 �
cli�• loani ���Qil are exposed in cultivated
:�;res buc is co�wonlr 2a to 36 inche�. The Ap ' fields.
�ri:on is very dark tray to dark trayish �ra+n. In Ixluded in �appieQ were a few patc�e� of Dalbo
y�iiv�ced arva� N• A1 Aori:on i� 3 to S incAu �oils. i1►ere are are�u of Dundu and �ordova �oil� '
��,;k snd is Dlack or wry dask �ray. '1A� A2 hori- in s.��llow draina�eway�, Areas of Clencoe �oils
p,,, Mhera present, is 3 to � inche� thick and is re:e uso included in the few scattered depre»ions.
��, a�rk trar to jrqisA Drcva, Zh� SZ Aori:on lbst areu of chi� ��oil �are in per�a�ent putua� �1
�rner�llr i� dazk r�llovisA �rown but is y�llouish or Moodland. This soil i� �ood cropland and is �uiUd '
.�n �nd olive Ora+n in places. 'ifi� S2 horiton has to ill crop� co�■onlr Qrown in Ns cowty. Th� hasard
, .�rked incr�u• in elsy cont�nt aa co�pared to th� of erosion i� severe. Good sana e�ent i� re
,�e rsn�es h�o■ 22ntotSS�xt�d part o! th� S hori- to :educ� erosion and nmoff. (Capability �iti�
�ilr �a to 33 perceat clap� Sand2contentiran�es IIIc-1; roodland �roup 1; buildin� �ite �roup S) •
�30 to �S percenc� riN 2S to 50 percent o! th�- H�den loau. 12 to 18 percent �1_ o_p` (�p�,._�is .
tiy�d Eraction coarser Nan fia� sand. 'ih� C Aorison hili• soil occup es 2-acrs to 1 -acre, irre�ululr
��cains la to 24 percent elsp and �35 to SO perceat shaped areas en hillsi'des ir�d knolls. Slo es ars
�od. : Hi�h-chroaa �ottles m ea�on throu out the P '
� typiulir 60 to 125 feet lon�. Sooe areas are on
eeciortsn. In�the•eistern areteof thercounxide�e� �e side slopes of low hills, and slope i� mainlr ;
p tY. in aoe direction. Slopes are in several directioas,
s i IIC horizon of reddish-Drown Toa�y or sandy hovevez, in most areas. This soil hu a ro
a�terial at a depth of � to 20 feet. 'Ihe A horizon siai:u to that described as npresentative for�the .
u sli�htly acid to neutni. The 8 horizon is aedi- ser_a� except that the surface layer is dark �ray_
� uid to neutnl. ish brarn and is �ch lighter colored rhen dry,
Hayden soils are not so fine textured as the There are a few scattered exposures of the dark_
siulu Erin soils. . fiey ae finer textured throu�h- brora clar loam subsoil. The surface layer ud the
mc the profile thaa the usxiated Heyder soils.
lt�rden soils are not aottled in the B2 horizoa as subs°il ue c°°aonly thinner than those in the pro-
w the assxiated I�lessel soils. 'Ihey are g�r file �mbed as representative for the series,
tutured ar�d lwer in contmt of Yravel and �obble_ �lnded in �apping were s�all patches of Dalbp - •
' �tonea than the siailu Cin 1 soils that occupy convex positions. Areas of Qmaas
�s ey soils ar�d have a and Cordova soils occupy shallow drainageMays snd '
li�tbr colond Ap horizon thsn the associated depmsions.
Later soils. . ' ' �
- _ lbst aeas of this soil are in persanent past�e
Hayden loa�, 2 to 6 �ercmt sl °r r0°��• 'The hazaYd of erosion severely liaits -
�ntlr ia►dulating soil occupies y-�acrsettoel5-acres �e ase of this soil for cultivated crops, ig
Irre;nlarly �sha ' CO� �8e�nt practices are used, intertilled '
P� u'�zs on lrml ls and hillsides. �� ��ld be grown only'occasionallr• This soil
Slopes are 75 to 125 feet lon:. The slope in mcst _ is better suited to hay and pa.sture than to most ,
►lues is in several directioas. This soil haa the o�� �s, (Capability tmit IVe-1; xoodland �ro�p
Ro�ile described as represenutive for the series, 1; bnilding site group 5) '
Included in aappin� wen a few, small, eroded
MLcAes of soils that have a surface iayer of dark--
� clay loaa. Aiso included rere i fer atches ��n loam. 18 to 24 percent slopes (IibE) ,__� -
1 Dalbo soils thst hsve cvavez slopes. Inpcluded in st� s°11 °�cupies 2-acre to 10-acre areas on hill-
��� �°nuve drzinaQe+tars rere areas of the r_ sida. Slopes are coaonly SO to 100 feet lon� aad �
h Qrained Amdss md �.d�a soils. A fex scattered �e �t� by shallow downslope drainageways, lh� ' -
4Pressions contain areis of Qencoe soils, soil hu a thinner surface layer and subsoil than �
�� sain aanaYeaent needs ae control of erosion �ose described u representative for the series,
'tl �intenaace of tilth. T}ie hazard of erosion is I'rluded in mappin� were a few, ssall, 2-acre to
��rate. This soil is vell suited to all crn s 3 a�' nntle crests and side-slope benches.
�°�0^lY �'arn in the caun p Most ueas of this soil are in peimanent puturt
��lj soil is suited to roM czops n�=1ye�e�i�e�d, or roodland, Sterpness of slope severely liaits iu
���bility �it IIe-1; woodland �Q f0f ��on fars crops. If not protected by
�dt� Ro� S� ��p 1; buildinY plant corer, this soil erodes rapidly. It is difH-
cult to operate uchinery on the steep slopes. TAis
i den loa� 6 to 12 percent slopes }� soil is �ost groductive wAen sana`ed for �razi�
� y+in ( n .--This , or roodlsad or saintained in its natural stste tor
��� sail occupies 1-ur� to 15-acre� irrejularlr =,e�T�tional �ue and for wildlifs habisat.
' �r�zs on hillsides md knolls. Slopas ar• ;tr �it Yfe-1; roodland �roup 1; buildin� siG�il-
E~°^lY 75 co 125 feet lont. In wst plues th�
y� �s in several directions. TAis soil his s ��P s�
`���� siular to thac descztbed as representative Hrden cla loaai, 2 to 6 ercent slo es, ezoded
��'• series, ex��p� that Ltie surface la er is r y p p
Raylsh brovn and is �c1 li r (Hca., . i1�is �ently �dulatinQ soil occupies 2-atr�
� �� scaccered pa�ches of darkeyella+ish-Drorn to 13•ure, irre�ularlr s�aped areu on knolls and �
hills:dcs. Slopes are 75 to 12S feet lon�. In �ost
37
� � � . ' , '
t
• • r
����� �
� �
• • ,
' • places che slope is in �everal directions. lec�uss because they loosen the soil and increase
thi� soil is eroded, tAe surface layer in cultiv�ted This soil is well suited to har and pascur� �r
� �reas �u baen aix�d with tha subsoil and ls v�ry which protect the �oils. Ic i� al�o we11 i�L�A,
' dark �rayisA-Drarn or dark ;rayisA;b�rovn c!4 loaa• to trae�,
It is tu1� li�t�r eolored wAen dYy. In l�c�s N� ��=P�bilitr �it IVe-1; woodland ��
brovnish suDsoil i� exposed. p 1: buildin� �ite rs�oup S) �
� Included in a�ppin� were s�all patchas oE Da1Do
soils that hav� conv��t �lopes. Also inclod�d Nr� �N H? d°p �la loaie 18 to 2� ercent slo q `
. ueu of poorly drain�d O�a�du and Cordcva soils in ' s �teep soil occupies Z-acr� to �
. narrw draina=e�rsys that czoss t?►is soil and arus arau onthillsipes. Slopes are co�aonlr SQ to.��
of Glencoe soils in scattered depressions, feQt lon Slo es are broken br shallov d�
• 1?�e �ain liaitations ue �intenance of ti1tA and dr�ina`erars and occuional deep ravines. D�a�e
, . cont�l of erosion. This soil is well suited to all �is soil is eroded� the surface layer is elaX•lo�,
the cro s co�onl that is a vixture of the Yrayish-brown surfact•�
p Y �ro�+n in the countr, If tAe aad Ne dark
- soil is vell nlu�ed. row crops car� be �rown a� it Ye1lAwish-brown subsoii. In a tw �`�
r �, r��, ueu the surface layer is dark brown and coyi�t3
, nearl eve (Capability �it IIe-1; rood�and rinlr of eaterial fros the subsoil. This soi� A
�'oup 1; buildin� sitd �roup S) a thinner_surface layer and subsoil than the o��
�
Nsyden clay loas, 6 to 12 described as typical for the series. A fex
percent slopes. ercded cslcareous, olive-brown bald patches xcur nearaV,�
. (HcC2). This mllin� soil occupies 2-acre to 15-
ure� irre�ularlr shaped areas en knolls and hill- crest of slopes. This soil is lower in or
sides. Slopes ue comsonly 7S to 125 feet lo °�tter content and is less friable than H�deneloa�
Because tAis soil is eroded, the surface 1 a u Steepness of slopes severely linits the vse of
clay loaa that is a aixture of the duk � U►is soil for fanning. This soil erodes rapidly in
broi+n aaterial fros the original surfaceYlryer1md �� �hei° the vegetative cover is sparse. It is
�' better suited� to pasture or woodland or to recrei_
d►e darfc yellovish-brown subsoil. The color is �uch tiorial or wil�life tises than to �ost other usea.
li�hter rrhen �►, In places saall patches sre e=-
posed that camsist aainly of the brownish subsoil, site�ility unit VIe-1; roodland Yroup l; build�A=
This soil coatzins less organic aatter snd is less �p s�
- � friable t}►aa Hsyden loass.
Included in aapping rere s'all patches of Daibo H�'den and Lester loass, 24 to 35 percent sio a
t soils that occup�► conoex positions. I11so incladed �d� �►ese very steep soils occupy 2-acre tp 10-
_ w�re ireas of D�mdas and Cordova soils in shaliar �r� ��� °n hillsides, on sides af deep ravines,
' dralnsgerrys. S�all, �scattered de ssions t�t �d °n slopes adjacent to lakes and sloughs. $lope�
� as'e co�only SO to 120 feet long. �Ibout 7p pe�.cent
contain areas of Glencoe soils xere also inclnded. of this �.mit is Hayden loaa, and 3p per�ent is
. This soil is �ood cropland and is suited to all Lester loam: 'Ihe surface layer of the Hayden loam
the crops coaoouly grawn in the county, The hasa� is ��er �d lighter colored than that of the
, of erosion is severe. Good management is needed to Lester loan. 'Ihe Hayden and Lester loaa�s have-a
��lderosion and nmeff. (Capability tmit IIIe-1; p�file similar to that described � resentative
�'oup 1; building site �roup S) for their res ective series, except that they hsve
• - N den clsy loas, 12 to 18 percent slopes, esoded a �inner sur�ace layer aad subsoil.-
(t1cD2). This hilly soil occupies 2_acre to �� Included in Dapping xere shallov downslope dnir.-
areas an hillsides ar�d knolls. Slo s ue i�iys �at contain poorly drained soils that have
' 6Q to 125 feet lon�. 'ihe slo e is � �Ir a uick� dark surface larer. A fex areas of �entl�
stveral directions. Because Lhis soilQisleroded ='0llin� soils on.hilltops xen included with this
• the surfue 1 ' �=PPin� �it in some places. Ssall sliaps occtia
�e �� �rr is clry loas that is a si:tvre of down slope.
�rsyish-brown ssterial fros the oripiaai Ubst anas of these soils woodland. The haurd
surface lryer snd the dark yellowish-brown subsoil. of erosion is very severe. The very steep, shon
In places the siaface layer is aainly esterial fzv� slopes co�only liait the use of these soils to
the duk-b mvn subsoil. The dry color is aud► woodland, wildlife habitat� and enhancement of the
li�Ater. This soil is lower in orYanic-uttez caa- natural beauty of the uea. (Capability ta►it
ter�t and is less friable than Hayden loaat,
Included in aappin� rere a fer, calcareous, oliw- �Ie-1; woodland �roup 1; buildinY site �roup S)
bra+n. bald patch es near the crest of slopes.
Ineluded in conve: ueu were s�all patches of Daibo �
_ soils. Areas of O�a�dts and Cordova soils werc ia_ He�'d�r Series
eluded in the fe+r shallor drainaQevays and depre�- The Heyder series consists of deep. velI-draine�
sions,
This soil is severely liaited for cultivated soils that fotaed in loary Ylacial till. Thes�
crops because of tAe steepness of slo es and �� soils have canvex slopes and are on knolls and hil:
hazard of severe erosion. Careful sanaQement is The hills and knolls are S to 200 acres in size anc
• needed if in�e r,illed cro s are lie S to 80 feet above the surroundin� drainajeva��s
P er°�n• Corn shauld ar�d depressions. � Slopes ranee fro� 2 to SS percen:
. be �rorn onlr occu ionally. Soybeans are not suited, �d ue 75 to 250 feet lon�. Stones and boulders
�a
a. • ' ' .
. ' . 113
. RoaE�d,ns�t contatt: 1 to 8 pet�oe�t ilptubetical otde�, in t!w secxion. , -
��vel by vol� ���Q Additionil infocmuion
� utit, such � horizon d �flc to tbtt mtp.
.!p a AB Jbrltae: � �av�ilzble i� tbe 'Soil ��b
� Huo-lOYR Put II, of this publicuton.
V�Iuo-2 or 3
Chromt 1 or 2 ���
Texaurclay lo�m oc la�m . .• Cordova ud similu soils
8t horitoR: - � - � �� � smilu soils� -
Hue-�OYR or 2.3Y '
yatu�3 w 3 � M�jor U�s ot tbe Uait
Chrom:-2 to 4 . ,, H�� •
Texna�clay loam.or lwm • Forcst lu�d
B+E horrzax For geaeral and detailed information
Huo-lOYR or 2.SY concer�g�ese uses, see Part II of this
V�� tO 6 publication:
Chroan-2 to 4
T�loam or chy lam s q8��y sxtion
C�� • Forast Land saxion
Hu�c�2.SY or SY _
Vatue-4 00 6 � ' .
� • C�rom�-2�0 4 ` �Lester Series �
T�01�� ` Dcpth clau: Very deep `
� Drainage closs: Well draincd
239—I.e Sneur clay lo�am, 1 to 3 p�m�ov�tuy: Moaerace _
perc.ent slopes - �orm: Monines -
� Parent mattrial: Till
Tazonomic class: F'mo-laamy,mixad,
�S�� .��. �� _ superacxive, mesic Mollic Hap�tid�lfs _
� �� 'Iyp�ical pedan
• ��10�: �� 13�'� Lester lazm, on a 9
, � fea so�h u�d 200 f�ot�� 1�� �
� � corner of Sec. 15, T.121 N.; R24 W.; +
landform: Flacs and risa on meraiaa R/right County, Minaeso�s: USGS Big
Slope: 1 to 3 perctnc
L.ake quadrangl�; lat. 4S degrees 17
� minutes 29 seconds N. aad laog. 93
p°O�°��Pf� degzas 41 minutes 3 sa:onds W., NAD27.
SurJace la�►er tatrve:caay lam _
Depnc �lau: Vay dee�(�t,a t�m 60 Ap-0 co 7 inches; vesY duk�►Lh beowo
��� (lOYR 3R) loam� �raYis6 bt'o�ro(lOYR
. Dreinage class: Modec�tety�rep� S�Z)drY: modtnte tfae� '
Domincrrt p�asent nnter�L•1"dl blocky scruuure: friable; mmy l�ae
Fiooding: None roocs; zbout 3 perceat�ravd; ��Y
Wota tabl�depth: 2.S w 4 het 3cid: sbrupt smooth boundaty.
Auailcbl� w�rer c,epodry to 60 i�edrt,t or
� root-li,niring layer: Abou� 10.5 iocbes . Bt 1-7 co 21 incha: brown (lOYR 4�3)cl�y
Organic ficrr�s cbrttau: Hifh loun: modrrate medium suba�tilar .
A rypiul soil seria dqeriptlop� btocky swcturt; 6rm: waY v�tY MQ
� in chir�csaistia a ir�chidad. it� � roou; comrnon vay duk jrayish be+own
(lOYR 3R) clsy filt� oa bcp oI ped�
� .
�� ? • .
---��. � ' r .. � ..
, ,
, � . `
• ' 114 • ; ��
� ind Icw very duk gray (lOYR 3/1) •
org�c � on fices of ped=; �2 �
, P�rcent gnvel; slightly uid; �q� . Bt horiZon:
. smooth bounduy, • , NualOYR or 2.SY �
��lue-4 or S �
Bt2-21 to 38 inches; duk yellowish bto� �'3 or 4 .
. (I OYR 4/4) clsy loarn: modq� Tu�+rc-clay loam o�lwm
_ cnedium subangulu blocky �
friable; cort�moII � � Bk horiron:
�' � � Huo-lOYR or 2.SY_
- -dut gnyish brown (lOYR 4R)c.lap V�1ue-4 or S � -
� films on facGs of peds u�d few YefY d�et
broR►n (lOYR?./'2) org�aic cous q� Chcoma�or S �
• faces of Peds� about 3 percent 8rird: T�t�loam
. slighdy uid; gridual smooth b�. .
C horiton: �
Bkl-38 co SO inches; yellowish browo H�lOYR or 2.SY
(lOYR S/4) loam; weak m�� . V�luo-4 to 6
subuigular blocicy sw�: friable;fe�. �oma-3 to 6 �
fine roots; common very p��b� T���
" (lOYR 8/2) carbonate threads: abont 2 �
P��ac gravel; violently effervescp� 106C2--j,��
sus�h►avcatine; c�ear wa percent slop�s�s�m'�� � �
; �7►bouna,� p
� Bld—SO tp 60 inches• ell -
_ (lOYR 5/4) loam;w ��
Compositlon �
subangular blocky savctun; friable• L�ter md similar ao�7a: Ab�ottt 6p pe�,�
common fine distinct yellowish bro�va Inclusiona: About qp p� -
- (lOYR S/6) relicx Fe co��. , � �
common very pale bmwn(lOYR 8!2)
�°II� threads; about 2 per�ceat _ j�orm:Moramea - ,
Sn�el; violenrly effervesceni; slightl�r p����rm:Bac1�slope�s aad .
alkaline; clear wavy bo ' ��
°��'' Slope:6 W 12 petr,eat -
C--60 to 80 ' �
� ��s; yeUowish bmwn(10Y1t CamPooeat
S/4) oam; ; massive� friable; co �
• medium distinct yellowish brown(� �°r��3'er taturr. Loam _ ��
S/� relicx Fe concentrazio� and few ���:Very dap (moz�e tlna 60
fine distinct light bmwnish graY (10YR ��� ��
6/2) relict Fe depletions; abou� 1 p�r� D�8e class:Well driiaed
gravel: strongly effervescenr slightly ����mot�rrol.•T'�ll
alkaline. ��g:None
" Wota table depth: Greata t6aa 6.0�eet �
��� C�a . Arnilabl�w+ota��y to 60 t�a '
Depth ro carbonares: 20 to 54 incha . 1001'��8�Y�:About 10.4�
�1�Q8�conrart: 1 to 8 perctnc ' �Se�ic nnaa c�artent:Moderaoe �
jravel by volume throughout the profile
. A rypicaJ soil series '
�P horizon: . �charaaeristics is incl�uded.�'m ��
Hue-lOYR �P��u! order, in ttus te��. 1�
V�lue-2 or 3 Additional inforntition sQeeifte to thi��
Chroma-1 or 2 unit. such u hociion depth aad �. � •
• TGccwe•loim or fine sandy loam , �v�lible in the 'Soil Propatiq• te�pa • �
Part II, of chis publication. '
gF honZon: praent in some pedaru
Iaclt�loat
i
.: !
;, .
, �
• � . .. ' . . ,, �
,, ,.
� . ,
� ' ' 115 '
M � N� � =�,u� � � �� �
' • Terril � ��lu soil�� � Tecrii u�d �imilu soils �
• Stoc+dea a�d �i��u��_ � � Scorden u�d similu soils .
' I.escer 000etoded � Later nonerodod � , •
� ^ngus aad �imilu soil� � '�� � =�lu soilt .
11�L�oc Uw ol tb�Udt � C ��'Llloc Usea o!tbe tJdt
_ • Ha taad . � • H3yland . • -
' ��y� - _ ' Forcst lu�d '
Fo�geaeral and dwile� .� � For ga�a�l u�d deiailed infoc�iaa
pubt��hese uaes. see Fut II of t!� : COA��chese uses, sa Put Q af t�s . -
publicatioa:
� ABrommy section ' AB���►section
' Forest Laad saxion ' Forest Land sxtion .. �
146D2--I.ester loem, l,2 to 18 1�—Lester loam, lg to Z5 �
percmt slopes, eroded . Percent slopes
, _ � m :
_ ��aad similar aoils: About` SS � L.rster aad similar�o�About'77 Petp,'at
Inclusio�: About 45 peroeot _ � Inclusioas: About 23 perca�t ` -
� La�rdform:Mo� -
landfornc Moraines - - Position oa la�edjorm:Back sl
- Pasiaoa ori landform:Back slopes and shailders °P�aad
�� Slope: 18 to 25 pene�
Slopt: 12 to 18 perc�c -
_ Cam
P�
S�rfacc la�,a,���0° ���'a ta�rot:�
D�p.th c1au:Very deeP(�oore th�m 60 D�� :Very dup(mor��a 60 �
D���� . Drainag�cicss:Well dnined . .
�a8�class:We11 dnined
, Donrinmrr perart n�tuial:T'ill ���material:'I"�II
���g: None Water�lt depth: Grater t6aa 6.0 fat
� wQta tcblt depth; (',re��c�6.0 l�eet Avioilable wnter
Av�aitcbl�w�ates aop�aciry to 60 i�rd�t or ��Y��j�chet o�
root-4ndrin �oot-li�niti�g laya:Abart 10.3 �
O�garric n�aae�ca�irtenr:�� � �Sa�ric n�arre�corrran:Modera�e .
� A ical wil seri
A ryp�cal soil series � a ��r�a
in chac�cirriscia is inc��� ���ristics is included, in
�� alphabecial order. in thii seaioo, �Phabetic�l order. in this section.
Additioaal iafocaucioo Addicional iafor:tucion spaific to this m�p
spaciQc to this a�tp ursic. such u horizon deptb aad ceuurn. b
utic. such u horizon depth iad tt�n�,q. n ivailable in the 'Soi! Proprrtia' seaioq
� • �vait�bie in tAe 'Soil Propertia' section.
Put fI, of cbis publicacion. � p� II, of chu publicuion.
� Incl�iont .
� • Himel and simiI u soils� �Hamei u�d similu soils
Terril and similu soils
� . .
� . � ' � ' . .
. . �� N
Appendix B
_ Design Specifications _
, • .
Trench and Bed Worksheet
1. AVERAGE DESIGN FLOW
A Estirna6ed 300 gpd(see bg�u�A-1)
a me�d x 1.5 sa factor� = � 9Pd
8. Septic tar�c caP�Y 1000 gaAons
•1 ge Flow:in
Number ot
Bedroortts Class I qass II Class III Class N
2 300 225 180 6096 of
3 454 300 218 the
4 600 375 256 values -
5 750 45Q 2g4 in the
6 900 525 332 Class I,
> >05o soo �o u a u
8 1200 675 408 cdiunns
2 SOILS(SiEe evaluation daha) _
C. Depth b resbichng layer= C��
D. Ma�dnwm depth of s tem t6em C-3 ft= 3 �
E. 7exhue qa Loam Perodabon rabe 30 �
F. SSF 22 /gpd(see figure D-15j
G. %land sbpe 5—8 %
D-15 Soil Chr�cteriaiEca�SSF �1 'c T�nk in G�Ibna
Penc Rabe SW Tectune SSF Nunber of Nfinimum Capacihr wifh Capap�y with
� ��s Garb. ' ' .�d L�t
<0.1 ' Coarse sand 0.83 2 ar less 750 1125 1500
0.1-5 Medi�n sand 0.83 3 or 4 1000 1500 2000
Loamy sand 5 or 6 1500 ?25p 3ppp
0.1-5" Fne sand 1.67 7,8 or 9 2000 3ppp 400p
6-15 Sandy loam 1,27
16-30 Loam 1.67 at sat cearaete�;.tic.,ee sa7.it;.�
31-45 Sift bam,silt 2.00 �«�cssr��c�.�un.r��
46-60 qay loam, 220 ��i"'a�i °°n"e�"�" �ar�+/�r
���.1�., Fauer Ihr�Q 1• Ctrree Sr�d —
"'"� Qt bS Medl�en 5and a2�
���d� Q1 b5 Rns �a Q6
61-120"' Clay�sandy 4.20 ero'3o 5'id'�i.o.,� °n�
or sifty day s,wu s�u��<<.o.,, ue�
�'� broeo wyco.,,�ci.i a��
� �s dya
alo+ve��n�n 60�
�WO tr@�Ch>25�d0 Of to�l Sy$berTl s•byo� --
"Soi wilh>5096 fine sand particles ���m�:�Q xw ctraatmau
u:�iQ��a'�y ��ni�
"'A mound must be used ~�� ws Q����ay n��a
»•Shc wllh hah a pnoauage d dsy fcr
�/�1 0�1@f Of S �fT1 �rounanrn d a ataWad m�aund sy�an
Page 1 of 2
� S. TRENCH OR BED BOTTOM AREA
H. Fa b'enches wifh 6 inches of rock below the pipe:
AxF= �X - }� = �
-
i. For tr�che:with 12 incha ot rock b�low th�pipr.
A x F x O.E� 300 �d x 2.2 Rl�d x 0.3 = �,p �
J. For b�enches witlt 18 inches of rock below the pipe:
A x F x 0.66= gpd x Nqpd x 0.66= �
K. Fa lrenches with 24 inches of rock bebw the pipe:
A x F x 0.6= gpd x 1tl�d x 0.6= �
L. For yravity beds with 6 a 12 inches of rock bebw the pipe;
1.SxAxF=1.5x gpdx rygpd = �Z
M. For pressure beds with 6 or 12 inches of rock bebw the pipe;
A x F= gpd x itl�cf = fl
4. DISTRIBUTION Check ad that aPP�Y)
�t���) X Drop Boxes(anY sbPe) Rodc
X Trenches Dis8nbu6on Box(<3%) X Chamber
�� � Grav�eiess
S. 5Y5�EY WIDTH,LENGTH AND VOLUME
M. Select widlh= 3A ft
N. If using rock.�vide bMOom area b width:(H,�,J or K)�ivided by P=ineal feet
ft/ � = hneal feet
Rodc depth below�str�ution pipe plus 0.5 foot times botbom arear
(Rodc depfh+0.5 x Ar�ea ,I,J,K,L)
( ft+0.51�x �_� }� _ �
Vdurne in cubic yards=volume in cubic fieet d'rvided by 27
/ 27= yd3
Weight of rock in tons=cubic yards times 1.4
x 1.4= bns
0. IF using 10'Gravelless�ipe,length=Flow(A)x GraveAess SSF see Gg�re D-9)
9Pd X � ft�d = 5neal feet
P. IF using�Chamber H,I,J,K �aed on height of chamber sl�]dvidad by width of ch�mber In ftj
528.0 ft2 1 3.0 ft = 176.0 Bneal feet
Page 2 of 2
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. P �� COMPLETED �2'��
ADDRESS � ' �5�1^
OWNER CONTR.
TELEPHONE NO.
� ,
� DESCRIPTION S���. L ��^� �-
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti
Q 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 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 1 TIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 S TIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOH TO MEET YOU:_YES_ O
� COMMENTS:
u' '�� (h�� '�-^Uf �
a
o �� �-Uf�
�
�
� —.J����,�, `' r t- �� � a L� �0���
w
� bn�� ��� �o� tir .
Q
�
Z
W
�
W
�
�
GW ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE
i
� ❑CORRECT WORK&PROCEED r7 ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUiRED.CALI TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� 249-4600
OwnerlContr tor on site:
Inspector. � �'��
White Copyllnspector's File Canary CopylSite Notice
DATE v
TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �� G���'�
PERMITNO. Po6�sy� co PLEfED •-�
ADDRESS ��0 a;q �S�at�
OWNER C-�.c�� �ol\: S CONTR.�!li;�°� �'�C.
TELEPHONE NO.
� DESCRIPTION
� 07 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMWG 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
� OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 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
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� COMMENTS: " I�Oa �,�,i���c�,) ��� (e+���
� " i"�r=� �-f^�rt(� `1"S c-.c.tc�
� r � C� "' �A/ �a'� ��t.�t\�t �
�' — �Q c�} �.�,� � (' �,�a�� �- R�^a
�
�o —5�,�.�\(S U��
W
� .
Q
�
z
W
�
W
�
�
d
W� �j\WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-4600
OwnerlCon ctor on site:
Inspector. �J 1`'st.�. '�.--�_ ,
White CopyllnspectoPs File Canary CopylSite Notice