HomeMy WebLinkAbout2004-P07740 - septic y PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po��4o
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: ��22�2004
SITE ADDRESS: 560 Kokesh Farm Rd
Maple Plain,MN 55359
PID: 31-118-23-11-0012
DESCRIPTION:
Proposed Use: Residential I
Pernut Class: General
Cit;y of Grar�n
Permit Type: Septic ���. Etox fi�, �
�tal Say MN "_�
.::!�49-46� _
DETAILS: c�7���Iu=r
Approved per resolution#: t.�,.t��r, ��7�� i
✓^4ITS -� GfNE:RS?L
Separate pernuts required: 1 C� U,C� �.C�► !�
��e Fee � � � � '
1. e i�)r�.(� 1Ut�.:�-
;!.�i R8Vl.�4V
1 � �.�1 --
NOTICES/REMARKS: -�i1 ir� Fees
1 C� G.Ot1
::;tate Surcharge
f l+ (�.5�? G.50
� �AC Charqe i
i � G.OC► ;,,�'`r;
r:��,�esti�ati�n Fee
— 1 � 0.tib —
FEE SUMMARY: PermitFee: $ 100.00
i;TUT�.. i{��_:
f, �.
;UTflL SNLE if�U.`�1 ;
State Surcharge Fee: $ 0.50 Cheek Reeeii�ed 1�X1.St� �
t:t�IVGE 4.(k�
TOTAL FEE: $ 100.50
APPLICANT: Hayes&Sons Exc. Inc. OWNER: Brian&Nancy Siska
263 82nd Street S.E. 560 Kokesh Farm Rd
Montrose,MN 55303 Maple Plain,MN 55359
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 � I �
�-�-'(,�/L'���f�' � 1{�� � � ���'-�-���7��( �
APPLICANT PERMITGE SIGNATURE �� ���� ISSUED BY SIGNATURE
Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessin�, 1-Finance Page 1
CTTY OF ORONO SEP'TIC SYSTEM PER�iIT APPLICATION
Boa 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
r--
JOB SITE ADDRESS _� Ca �J �j �e.5� �^�'`^^ '
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 ��
Repair Ezisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Ovmer's Name: �Y;s�� S�'s �t �13oyer �°°��'�� phoneNumber•
Mailing Address: City: Zip:
Contractor's Name: wae5 �-�o,,s Phone Number: 763-�75�/76 2
Mailing Address: 2G3 &Z�s-r. 5 E • CitS:/�-nf.o.x Zip: �-3,�3
*** DO NOT MAIL PAYMENT`VITH THIS APPLICATI0IT***
GENERAL INSTRUCTIOti'S
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 begi.n unless the permit cazd is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) 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,insta.11er, 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 jaz 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 stations
(where required) components aze functional and comply with code�. "
5. Individual holding MPCA Installers 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 bla.nks and check all appropriate
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: �`�{```�s�'
A Tanks: r� Precast Concrete Other Manufacturer ��'��'`"~
Tank Capacities: 1) lS�c� gal. 2) �S`uo gal 3) /� �al
B. Pump Sta.tion(if required)
Pump make&model -Z m-e I�,c�- (attach pump curve&
literature); system design requires gpm at feet of head.
High water ala.rm make&model �c S'T �l,��,�,..l,�f . Outside
electrical work to be completed by installer ✓ electrician other.
C. Treatment System: /
Trenches: s.f. ✓ Mound „��
Depth of rock below pipe " Rock bed dimensions�o ' x 7S '
Drop Boxes Sand bed d'unensions°q'_�' x so '
Distribution Box Pressure Dist. Pipe Diam. 7 "
Manifold Pipe Diam. 2 "
D. Final Cover/Topsoil to be: bonowed from site
�(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance ofa septic system installation permit,
agrees to do all work in strict accordance with 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 conect.
SignatureofApplicant Date: 7 �Z Z '�`�
MPCA License No. � � �
------------------------------------------------------------------------------------------------------------------------
Staff Review: Ap oval Deni
Reviewer: � Date• / Z—�D�
Reason for Denial:
N �� �.�� d � s,�� ,_
. SEPTIC SYSTEM APPROVAL
-� � � �� �
'Q�' �' � �
0 �
� : 1,.;�,, ,� CITY of ORONO
l4 Municipal Offices
��,t ' .�G~ ' f- Street Address: Mailing Address:
9kE88�¢ .-----�----. . 2750 Kelley Parkway P.O. Box 66
= Orono, MN 55356 Crystal Bay, MN 55323-0066
.. ,....,..s.�.......
Owner Brian Siska Pfione (Home) (Work)
Address 560 Kokes��'arm R�l_ City Orono State MN Zip
Site Evaluator Paul Ot�o State License # 3439 Phone# 763-682-4727
Type of Establishment: Single F�nily 'X ' Multi Family
Commercial Est. Gallons Per Day 750
No. Potential Bedrooms 5 Slope: 10%
Depth of Sand: Upslope: 1 feet Downslope: 2 Soil Sizing Factor 1.0
Perc Rates P-1 9 P-2 6 P-4 12 P-5 8 P-6 11 P-7 12
Restricting Layer Depth B-1 45" B-2 44" B-3 44" B-4 48" B-_ B-:
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size 1500 # of Tanks 2 Lift Tank Size 1500
Pump Brand GPM 66.6 Head 39.6
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed (10*75) Mound Treatment Area�60*95)
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 (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 allo�ved within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions:
1) Rope off both sites. r
� Sand�lacement must follow plan both upslope and downslope.
3) Alarm must be�laced inside house. �
4�e� all water softner and iron filter discharae out of septic s s�
5) Soils show an At-Grade Septic Svstem can be desi�ned.
By. �� /,���,,�.. 1�- 3 - o �
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
� . •
_ �� L� � ��
�
SSOCI A TES
ENGINEERS & LAND SURVEYORS, INC. ('( i��' ���: ���t����
SE:I'�i IC PERMIT L,,�1N REVIEW
November 5, 2003 I;�FSPECTOR ���,�C�
DATE�3-0� pERMITNO.�,�,�
Brian&Nancy Sisk3 � APPROVTD AS Sl;I3�11TTF.Q
C�O IO�IIl�OyBI' APPROVED WITH CORRF.CTION9 AB NO'1'Ep
NOT APPROVEp.CDRRECT dc RESUBMlT
3435 County Road#101 These commead are Por your informntio». At1 work ahatl be dep�
Muuietonka, MN 55345 in fuit oomplianq with all appLicable ceptic snd zoning�ud�„
Requirements including items ttot epecifically noted in Ihis ravi�e�v,
KEEP THIS PLAN SET UIr SITE AT ALL TIMES
RE: Sewage Tre�iment System
Site Evaluation Report
Hennepin County,M'innesota ,�6 v ►�0 k�S� �`'� �`�
Site Evaluation on Lot 3,Block 1,KOKESH FAItl1� Oronq 11�innesota
Otto Job No. 1-03-0603
Dear Brian&Nancy,
The following is a design for a septic system for a 5 bedroom house on the above referenced lof
using a mound system.
This is only a DESIGIV of th�on-site septic system. Otto Associates, Inc. do�s not represent nor
warrant the installation, operation, or proper function of this system for�ny period of time.
No construction should begin before these plans are approved:by the Building Inspection
Department for the City of Orono Pla.nni�g and Zoning.
Please note that we have mazked off the septic treatment area. It is your responsi'bility to prot�ct
and maintain these until after the construction is complete.
Enclosed are 4 copies: Z for the building department, 1 for yow contractor and 1 for you. If you
have any quesrions, please call me.
Sincerely,
Otto Associates
En ' s&Land Surveyors, Inc.
Ti';1S SYS?EM tS DESt�ED FUR
�BEDROOMS. ANX tNCRE�`�r , - --_
Paul E. Otto, L.S. OF BEDROOMS INVAUDATE� - �
11Tnnesota On-Site License No. 3439
EJO:kIo
Encl
9 WEST DIVISION STREET - BUFFALO, MINN. 55313 - (763) 682-4727 FAX (763) 682-3522
SITE EVALUATION REPORT
For Brian and Nancy Siska
Sewage Treatment System Page- 2
GENERAL INFORMATION:
This design is for a Type 1, 5 bedroom home and is in accordance with the Minnesota Pollution Control
Agency Standards and Local Ordinances.
A seasonally high water table was evidenced at 44 inches of depth in Soil Borings 2A and 3A. The slope
is about 10%.
The soils at a depth of 12 inches in Test Holes i, 2, 3, 4, 5 and 6 have an average percolation rate of 10
mimites per inch. All neighboring wells are located more than 100 feet away from the proposed
treatment area.
NOTES:
Keep all heavy equipmeirt off of the propased treatment area.before and after construction as much as
possible. The treatment area should be marked off before construction.
With proper installation and maintenance tlus system should have no problem in treating septic e$luent
effectively. It is recommended that the septic tanks be pumped every 2 years.
MOUND SYSTEM:
Flovv: 5 bedroom= 150 gallon/day/b�droom 150 x 5 =750 gallons�er day(GPD).
750 GPD x 1.00=750 square feet.
10 foot wide rock bed 75 feet long=750 square feex.
CONSTRUCTION EQUIP'MENT:
A rubber-tired tractor may be used for plowuig or disking to prepare the soil surface, but in no case shall
a rubber-tired tractor be used after the surface preparation is completed. A crawler or tract-type tractor
shall be used for mound construction.
SOIL SURFACE PitEPARATION:
The discharge pipe from the pump to the mound area shall be installed prior to soil surface preparation.
The trench excavated to instatl the discharge pipe shall be carefully bacld'illed and compacted to prevent
seepage of effiuent.
The total area selected for the mound, including ttiax under the dikes, shall be roughened in order to
thoroughly break up any existing sod layers and to provide a suitable transition zone between the original
soil and sand layer of the mound. The area shall be rougliened only when the moisture content of the soil
8 inches below the surface is drier than the plastic limit. '
Surface preparation or roughening may be performed with a mold board plow, a disk plow, or a back hoe
using only the teeth. Mold board plow fiirrows shall be at least 8 inches deep, shail be thrown up slope
and shall run perpendicular to the slope. There shall be no dead fwrow under the mound.
STTE EVALUATION REPORT
For Brian and Nancy Siska
Sewage Treatment System Page- 3
Disking may be used for surface preparation as a subsritute for mold board plowing in soils having
percolation ra.tes faster than 15 minutes per inch(sandy loam)in the top 8 inch depth.
Back hoe teeth may be used to roughen the soil surface and break up the sod layer. Care must be taken
so as to not compact or puddle deeper soil layers. In no case shall any surface soil be excavated and
removed from the area.
Mound construction shall proceed immediately after surface preparation is completed. Every effort
should be taken to prevent ra.in from falling on the prepared soil surfa.ce,
ONSTR TI N MATERIAL A1VD p ED S: DISTRIB ON F EFFL
A minimum of 12 inches of soil defined as sand shall be piaced where the filter material is to be located.
A crawler tractor with a blade or bucket shall be used to move the sand into place. At least 6 inches of
sand shall be kept under the tracks to minim»e compacting of the plowed layer. The sand layer upon
which the filter material is placed shall be level.
Sand is defined as a soil texture composed by weight of at least 25 percent of very coarse and medium
same, varying in size from 2.0 to 0.25 mm, less than 50 percent of fine or very fine sand rang�ng in size
between 0.25 and 0.05 mm, and no more than 10 percent of particles smaller than 0.05 mm.
A minimum depth of 9 inches of filter material(rock) shall be placed on the sand layer prior to installing
the distn'bution pipe.
Filter material is defined as clean rock, crushed igneous rock or similar insoluble, durable and decay-
resistam material free from dust, sand, silt or clay. The size shall range from 3/4 inch diameter to 2 �h
inch diarnetter.
PRESSURE DISTRIBUTION:
Effluern shall be distributed over the filter material by three 1-1/2 ineh diameter perforated pipes under
pressure 72.5 feet Iong. Perforation holes shall be 1/4 inch diameter drilled in a straight line along the
length of the pipe. Hole spacing shall be 30 inches with 30 perforation per lateral. Holes shall be drilled
straight urto the pipe and not at an angle. A sharp drill s,hall be used and any bwrs in the inside of the
pipe shall be removed. The perforated pipe laterals shall be installed level with the perforations
downward. -
The perforated pipe laterals shall be connected to a 2 inch diameter mazufold pipe and shall have their
ends capped. The laterals sball be spaced 40 inches on center and at 20 inches from the edge of the filter
material. �
The manifold pipe shall be connected to the supply pipe from the pump. The manifold shall be sloped
towazd the supply pipe from the pipe.
Geo-textile material shall be placed over the filter material.
SITE EVALUATION REPURT
For Brian and Nancy Siska
Sewage Treatment System Page- 4
Construction vehicles shall not be allowed on the filter material until backfill is placed.
Sandy loam soil shall be pla.ced on the filter material to a depth of 12 inches in the center of the mound
and to a depth of 6 inches at the sides.
Six inches of topsoil shall be�laced on the fill material over the entire area of the mound. A grass cover
shall be established over the entire area.of the mound. No shrubs shall be planted on the top of the
mound. Shrubs may be placed at the foot and side slopes of the mound.
The side slapes ofthe mound will be feet horizontal to 1 foot vertical�_:1). This gentle slope
will allow easy mowing of the grass cover. The soil material at the toe of the dike should be slightly less
permeable or somewhat tighter than the natural soil below the mound. This can be accomplished by
selecting a finer soil or by compaction.
Whenever mounds are loca.ted on slopes, a diversion shall be constructed immediately up slope from the
mound to intercept and divert runoff.
PU1V�AND COLLECTION TANK:
A pump shall be used to deliver e�uent to the mound. The pump shall be cast iron or bronze fitted with
stainless steel screws or constructed of other sound, dwable and corrosion resistant materials.
The pump installed will need to deliver 66.6 gallons per minute with a head of at least 33 feet. An alarm
device shall be installed to warn of pump failure. Install the pump coirtrol and a Meyers,Model D.L.V.
Audio�sua1, Lo-Voltage alazm system or approved equal in a conspicuous place at the direcxion of the
owner. Dosing Volume=25% of 750 g.p.d. = 188�ailons.
DRAINFIELD ROCK REQUIRED:
Based on 12 inches of rock, 28 cubic yards of rock would be required.
SAND REOUIRED:
Approximately 490 cubic yards of clean sand for under mound is needed.
NOTES:
A. Please see site plan layout. -
B. Typical sections for construction follow:
C-7 E-3 E-4 E-6 E-12 F-7
PROPOSED ELEVATIONS: "
Basement Floor = 1031.0
Top of 1'�Septic Tank - 1028.5
Top of 2'� Septic Tank = 1028.3
Top of Pump Tank = 1028.1
�1.\•
� ,
�' Downed fence �
2f N. of line �
, _.
.,_
_, �„ �
' X
,'� � . X X - ses 4s����z -
— — — / '" i
— -- -DRAINAGE _�_�' �y39�/�f i
�' ��
- ----��J:� _ \....., �8�//
.. '�� .
� ,9g0 i,
- _. --� _ _ - . �� --�'�' .
. �,<
_ ,,, �,
, �
a 87.f6 �Ni� �� -
� �.�C� SB6YfY9� �'� . ,
//
fi � �, . . _ . . _ . . _ . . ; _
h�
J b�n�`// � � i
� ���
. _ ._- . � '
N , �� _ . _ _ -- , _�oo -
, . . . _ ,
� � ' �� - i
, . \ . N . _ � � , .
� ,�
� ,. � - ��__ _
1 _, i. _��---�- P„�;s,;�N� � =-' '- r
I I Ssptk Aroa � I
� � . c ,
� � •.._.--
_----- ------ � i �� I _._..�'Q i`LO_ -- R�ed oN Areo . I'
� I, ; _ I
'� -=
�_
� I � - I<
� � ^n .I___- - --� � ` �,
� . _-- " / � 1p�''`4' „ � i
� -' � �o: �,,,d �� � i --
' ,, " � � Afound , . I , �'� �
�
��� I � � � I I• `'
� I -
- I � ' �!i
a
� _ �•C�.
�. �f039.62hQ1 / ��36f ,'� �-
�
- �— ;�_ ��►
.�_r.
/ �,� �$ � ,� p3� ^ o �� o
� i � 0 `o �� K
� � k � :„`v � 9d�; a
� �� � ' � / � � ` � � a I, f0 29 �p r� h
� _ � � �X tOJ<.55 ^ Q 1 I �� �
� � Z � \ � { � W� I' :-rs'~ �► �! � ,
� ; O � i ' 4 Sep Tanka)
� � I ' t �� \ �:
�< I i � � � s���� I i �
� � I I 1 `- Ix a2s.oi
� i � �.� � x�OJ4�I I
� � io �
� � � � ``� x �
� i � '�. ' � \� \� •� ��\ �
� `
i ♦ ♦
� � � I`` r `� ` I (
' `� � 1 �
� I i
� , ' y; I � . i J � X J2..78 �
� \ � i � �Q3 I:
Benchmak-- � `� �
Chlseled X on �� � i p.��j� a+A
� . J . or�.E ca►,�r � � I i '�% ~ � � � .< j
ETeeblea/Bar
Elsv.� tOJ0.6� �/ �032 . �
rN c.��o �, ;g, , , � ,.
0
z „
��%yp2�� `-;X' . �. � 3 � i -.
VERTICAL SIDEWALL SEPTIC TANK ,
FINISHED GRADE �
�
AT LEAST 6" TO I " S01 L AT LEAST
��� 4" DIA. ��.�.:a� OVER 4„ DIA.
M I N. AT LEAST I" AT LEAST I
.e:.. �:,. 'r� ' ' :a� �a.
°� . �
� � q �:
--�- � A DIMENSIONS FOR TANKS WITH VERTICAL SIDES
WID�fH W 24" MINIMUM -�
,; LENGTH L 2 TO 3 TIMES THE WIDTH
B DIAMETER 60" MINIMUM
� DEPTH, D 30" MINIMUM� 78" MAXIMUM ; � C �
A 0.2 D �
AT LEAST 8 6" MINIMUM; 0.2 D MAXIMUM 6" �
3�� c o.4 0
e
I
AT LEAST 4 FEET �
� A THIRD INSPECTION PIPE MUST BE LOCATED �
NOTES: BETWEEN THE INLET AND OUTLET BAFFLES. ��
1 . SANITARY TEES AT LEAST 4 INCHES IN DIAMETER 4. MANHOLE COVERS SHALL BE LOCATED WITHIN
2. THERE SHALL BE ONE OR MORE MANHOLES,20" 12 INCHES BUT NO CLOSER THAN 6 INCHES �
�a: LEAST DIMENSION AND LOCATED WITHIN 6 FEET BELOW FINISHED GRADE AND COVERED WITH AT
OF ALL TANK WALLS. LEAST 6 INCHES OF EARTH.
3. AN INSPECTION PIPE OF AT LEAST 4 INCHES 5. SEPARATION DISTANCE BETWEEN END OF INLET
DIAMETER OR A MANHOLE.SHALL BE LOCATED PIPE AND NEAREST POINT ON BAFFLE SHALL BE d
O�ER BOTH THE INLET AND OUTLET DEVICES. NO LESS THAN 6 INCHES OR NO MORE THAN 12 c,
. THE CENTER LINE OF THE INSPECTION PIPES INCHES. �
SHALL BE THE SAME AS THE CENTER LINE OF 6. FOR HORIZONTAL CYLINDRICAL TANKS DIMENSION
THE BAFFLE OPENINGS OR SANITARY TEES. A IS 0.15D AND DIMENSiON C IS 0.35D.
.. . , • .,..;,:s.• .. .;�:: ';:�':
.'s�• '
� .
' � � . � .._ �
� � . PERFORATEO
���:�._ LATERALS
. .�.. —•—�
,.
LOAM SOIL .,��`' ; .... ';.�..��� = :��.�..,.,....
� SANDY ;. , �'' ;��,, -- ,,�..sn�--- ..�...; ,, t
. _w.f�, , �. � t �' �' � �'�'�i�'r4k����%j•.=.
� .•3��/ ,.r � i•'��a'
• �• � !�'•�;� •� � .�sr��:r
LAYER OF GEOTEXTILE ' ' '`'�'`�
' �• ' '� � rl='-
� FABRIC OR 4 INCHES OF •.°.',�- �� � .yf ��' • f:•
�� ' /.�' ,�;'..
HAY COVERED BY . � • •�� ;- �� . �
BUILDING PAPER ;✓�'� :.�('r��/. �r :•/ ' };�
� �� u p ,)' .�' • •�{. , /,�� � .
OR 2 „y,•3�.:t-.. ..r. •.�;�j• /�
PIPE �F`ROM PUMP �.�t� z�`Y'• /.•� � .%r-• •�.'� ., � � .
'~+'� •� �� /'� :� .�
. • �t � '/% r .j
. �!� • �/ ,a��, � i � /� ��
�° • � �� " �
3/ M� ��i N /� /�,• ��� 11 �I �
Y 1st��.� '�j ,�� N
CLE�AN F�OCK ++�`"�' >`� �
,
•. • ' '� �' � � 'i' �
" ' DIVERSION FOR
N ....:�..r,::�• i•'�� �� '� � ./ .. �i
6 TOPS01 . ::-' � � SURFACE WATER
. �,/ ''.� �,, •'�'' /. . �
.r, � � ' /
.R !,."'r•' !� y ��, •' / � '
.��h ,�� ' � /
'��Q •`.1�+y� �;�;��.. �� �r."
k�'��`_�• ;•' � '•� � !/ i��
..,� �F'j ` �.it�'• w � � ' �
_�.• �. ��� . g., ''% M s%1�'
•'���r'�..� ,� r,'i%M� 'i'r• /►�. f ..��"
� �. % � .,y ��� „{ b:��,'�;
� �.`O c �� • .t�' ••- '•; ..i•i•' '��.,:•.'�• ��.�1..����',�i�.w�
Sq N � , � , , • �M.�. '`��'•t'• �'� "' �..• ,
N Eq p :.+• .: •�;,-. .;n.,:,�.:=::K�`'.��,,
.. .. "� N.. 4�� .��' ,
� F�l S ~ . . ,� ���`�; r��•:'•s��::::,;.
l Op .� 6 �z�'���::,�►:..,
. eRoK�NqY� �: .Y},.:�:- i�,�.� .
R ,,_ ' '•''�•�:_�;�ti
U �^•.•. � : � . � %'• '�..
� t `��"Lti ' �•. t*1
. . sqRR�TUR�� ='���.;ti... W
. _ . ER l�Y`''•-';:�� ' _
� ER .
E-4
LAYER OF GEOTEXT(�E LOAMY SAND CAP
FABRIC . PERFORATED LATERAL �
GRASS COVER 6 INCHES
CLEAN SAN� FII.L . TOPSOIL
���'V i
MAXIMUM SLOPE—r- . �'"''� ° ' • '+ . .
.
3 TO I __�
:`� ••.
CI.EAN ROCK 4"
TOPSOIL pLOWED OR 3�4 TO 2�/2 INCHES
DISKED SURFACE '/o SLOPE
.
SUBSOIL .
CROSS SECTION A - A
� PlPE FROM
. � PUMPING CHAMBER
' � W � � � � .
' Y � a ' • .
. . Q � . .
: �
r' ' '-I
� � � �
� � �
. ' � � '� �� '� p �. .
�PERFORATEO �
L'ATERALS � � �
. � � ,I -
. . ' ' ;� . .
. � � � �
�
� � � ' � A
. I ' ' ' ( "
i � �
� ' i = -
' BED AREA � ; � �s . z -
- �, ;----.�� � W -
� I J
: I � � � --
i i �
A . ; W � W ; i � : A
I � = i = '
: _ _ I � V V ' � _ (
� Z ; Z �
�
- 20 � � o�o ' � 20 -
: INCHES � � d' � �' � INCHES _
� � �
_ I , � � I
� � �
�
. l_'_ � _ � � � '
� _ ,_
. DlKE ��MAX. �DIKE � -- _
, . TOTAL WIOTH , ,' \
. . : . , . . . . . I I t � .
� �
PLAN VIEW
::�'�.�'��
- -��'`'-`;�c.-.
- �.,,::•.
� '�_".;:,--;;'"�_�.
:��„�.,�.
^ ;;�'1�:1�vr.i-
��t� �'���:-. . i,:r��=:�'u
.(��{�",�` ��!° ;�,.�,:��'�°�"�',:�-7's �:.
�:�;:!� <<.1,� ..:�`e�� 1.�.•' ���
�/n / ,;
:•:1�:i � � s•-��•C��`'i.^i:::� ���y3,
� . .wM.�•S�.•1:�.
•���'�-t:'i�^i� j 4
( •�j�LT� . -_:�,�;�:'~'�-��:_:1[.�..t�i{�7'
�,y,fir .c � ,�,:��_�: ec_:_,��_ki'�i
a�-, ��l• •.,^---' �:=;,�^r.r: .:
:,�1'l- r .,,4�;'='1:`-z��._.,',-v?�.;.' '1..�
�.+�r�/� ti:--."i ��._��• ,y.�`�i^
�T7?;; �{jf;7' '. ;�`a�z'='t,�� -f•��`�.
ir. ��i .�t.i "{^�,-ti�:- ��?�`
L��. 1� - •�:Y;+.�a��'+r,4��. •e.r�.
•i �J � i.��r�'��+ �_�'3""""'�x>
%`�t• .-��i: '� . C ; ti,Lr.' z.c.��--�ti+3�t s.
e 1 �1�-�( "�y- _'�•,Z 't' l
�r'Z t 1*r,'+ � �'t=^' �T'� ��`^`��
�;,;�� ( � � � ���;;,,'+�:_�:
�Y"� � �_l, �..i'-�L"y�ii!w _�.r.=�-
�1:� ' • n �.�-�o�F�"' .�1F�;��!'i�Zj�r
y z�- ,e,.,
,"l'- -��" -1 :.r�._-'"�,..'..;',`�-�^`M�i�.: `i"�.�'�
�'�,�C�+-�,,�s ��{�+^�.�`wt~;lb ���—'i,•.-..�:_�..
�` � �� . �
�/ K h � „ �..7Y«y,.:F`,`�,T�,t�
�!'f.•�� `J����S.��P� /'"Ci���
E � �, �'J`1�+.�..c./�l ��. ����
�� i�.-_�,lt, �'`r':3:-�:..�� :,��i
�� t '���ly� . � � �<i�'��;;'
� `�S,t�:-.�� ��„{7��,��
� ��;,,�� u-�
�� ,.�:,�,. •�
=�f'a���
� � � � ♦ � ♦ • �
v `b`� �� _,,:�,;��;k=� ,i?
_..��._��i�1�,.w
.(� ,��-.�=�`�'{y�'-'
„�2 " _=�''- �> :�j.��
3��r� �-��L�=��i t�S �
� .-=.�1- , � cS,
�� s� .-.a'=`'����;��l[��`-
Yzt�� �7[-�.
-�}t1}'_,..C'- *l'�',;'r'-ti�"' � � �
� �,y� �
-t„�'t� K.:t.�i;'��i�1."-`*c. � � � ♦ � •
J SL�
� 7��+� ��:� i
.� ;x`t --
� J� �
y, .�� c�,.C^�l�t�i •
•�����«
�
`��,j� � �h'"��
�� �:��f 't;�i... ' V�1ry��,jl:i..
.����4,'� ._ -i:^4`r, l�i �' L�'^�`
F." ` ^"�..��- S•
�"'��`~�._a��-\:.�' :a.'`kT' `i.��� �
'�.- .c: _ - �?�S'-c �i:�ir'�'r- .S>+ !!�i. r
�yr�%� ri.�:� >L^i���M+V.y�_ �,,. "!k:�/_
.� ^`) � �' �. •...�
r �"_ �'`.
^��'.�^,-`�`�+;�;.�i1����( 'L7��",' ��2'4•��.�
�i���;J����i/.,��• ��u�lr�� �
�� �,�� ��t�f�i��J ���i��?,
-�'t��r� _�'
,��ti ��1 .r�-
� � • • � • • • �
LAYOUT OF PERFORATED PIPE LATERALS FOR
PRESSURE DISTRIBUTION IN MOUND �
PERFORATED PLASTIC PIPE
N S pA�IN�
� PERFORATIONS SPACED 36 /QN
END S ZE�4ER. PERFORATION � PERFORAr
�, . :�.,_,�.' �„
V_ '. -- � � /s
2"MANIFOLD
PIPE
PERFORATIONS ON 80TTOM OF � �
PLASTIC PIPE �
90'� �-`__ .
-
_ __ .
___ .
`_� (ALTERNATE LOCATION
OF PIPE FROM PUMP)
END CAP 4Q�, A� - .
. �ArER �
�
� � ERFORA�E 2" PI PE FROM ^'
�N OF P PUMPING CHAMBER
�ENG
� . �
•
WATER TIGHT & LOCKA6LE ELECTRIC BOX REDWOOD, CEDA pR
: PLUGS OR ELECTRIC CONNECTIONS TREATED POST �4 x 4 min)
ALL ELECTRIC CONNECTIONS MADE
. 2" PVC CONDUIT SCHEDULE 80 �� � INSIDE BOX
MANHOLE COVER CHAINED & LOCKED 6 SPACE LOOP OF POWER CORD FOR
SEALED MANHOLE RINGS � SETT�EMENT
FINAL GRADE
� '
. AT LEAST 12" � '� �
UNION BELOW GRADE � �
;_ �. WIRE FROM POWER SUPPLY
�� PIPE IS LAID ON A UNIFORM SLOPE FROM
. ;+ _ FOR PROPER DRAINBACK�L TREATMENT AREA
. SEALED TANK •COVER �-I F PIPE AT TANK MUST BE LOWER� T
UNION TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A /4 INCH WEEP HOLE MUST BE USED
W ITH ANCHOR
ALARM FLOAT ON SEPARATE WEEP HOLE
ELECTRICAL CIRCUIT
5����� � NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
-� MUST NOT RUN OVER ANY TANKS BUT
3�� '' �� MUST BE LAID BESIDE OTHER TANKS
. AND MUST BE PLACED IN CONDUIT
S�F UT-O��EV�� . � ALONG POST
� � - ELECTRICAL CORDS FROM PUMP AND
FLOATS M�UST BE RUN THROUGH
PUMP CONTROL FLOAt CONDUIT. WIRES CANNOT HAVE GROUND
. � CONTACT.
` ' " O 0' fi -
� .
� �
V
Otto Associates, Engineers and Land Sunreyors, Inc.
Mound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered,the resf will 6e calculated.
A. FLOW /�l:Esfrna�d Scwope Ha�a in Galas Per Da�r
Estimated 750 gpd(see figure A-1) �6 �� �� ��� �N
or measured 0 x 1.5(safety factor)= 0 gpd 2 � � �� �
B. _ SEPTIC TANK LIQUID VOLUMES 3 �0 3� 21$ ofihe
Septic tank capacity 2-1500 gallons(see figure G1) d � � � �
5 750 450 24/ n ihe
C. SOILS(Site evaluation dataJ 6 900 �15 332 po��
1. Depth to restricting layer= 2 feet > >� � 370 i.a�
2. Depth of percolation tests= 12 inches
8 12m b75 408 cd�mis,
3. Texture Sandy Loam
4. Soil loading rate(see Figure D-33) p.79 gpd/�
Percolaaon rate 10 MPI
5. °�Land Stope 10 °� D.� �„a,�,�g�
Pa�nRse LoadarRat�
C-i: Se M Tank Ntics(In onsl ��� �1� ��� ��
aoc
Numbcr of Minimum Liquid 13quid cap�ty with wit�h�sp�osal& F��a �s�aa i.zo i.00
Bedrooms Cap�aty ga�'ba8t di�Osa1 lih ias�ide �s.m
2 rn ltss 75Q 1125 1� 3i w a
3 ar# 1000 1500
5 or 6 1500 2250 � +s m 60 , c�y.� au a.�
7,8 or 9 2000 3000
61 m 120 CC� 024 3.00
ml
a�c 1ZD�
� e..M•a rnru..on..otr.rrsrdeere. .
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 1.0 to obtain requ�ed area of rock layer:Item A x 1.0=
750 gpd x 1.0 ft?'gpd= 750.0 ft�
2. DeteRnine rock layer width =1.0 ft�/gpd x Unear Loading Rate(LLR)(see LLR chart)
1 ft�/gpd X 10 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
750 ft� / 10 feet= 75.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rodc
750 X 1 ft= 750.0 ft3
2. Divide ft3 by 27 ft31yd3 to get cubic yards �
750.0 ft3 / 27 = 27.8 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
27.8 yd3 X 1.4 ton/yd3 = 38.9 tons
F. ABSORPTION WIDTH
Otto Associates, Engineers and Land Surveyors, Inc. . ,
1. Absorp6on width equals absorption ra6o(see Figure D-33)times rodc layer width
1.5 x 10.0 ft = 15.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1%)
1. Downslope absorp6on width=absorption width minus rock layer width
15 feet - 10 feet= 5 feet
2: Calculate mound size
UPSLOPE
a.Determine depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1 j
3 ft ' 2 ft= 1 feet
b.Mound height at the upslope edge of rock layer=depth of clean sand for separa�on(G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of oover(1 foot)
1 ft+1 ft+1 ft= 3 feet ,
c.Upslope beRn mul6plier based on land slope(see figure D-34)
Select berm multiplier of 3.33
d.Upslope width=berm multiplier(G2c)6mes upslope mound height(G2b):
3.33 x 3 ft = 10.0 feet
I�34 SlAP6 MULTIPLiER TABLE
l�nd UPSIDFE p,piyy��pF
Spopr wuih�Ims��v�;ow mulKpl;rrafer*arisus
�' P� slope ra�i�s
3:1 9:1 5:1 �1 7r1 d:l 3:1 4: 5;1 6-.I 7:
0 3A 9.0 5,0 6.9 7.0 8.0 3A 9.Q S.D id 7.0
1 2.91 3.a6 4J6 5Si b,yi 7 3I 3.09 9.17 S.�f i38 753
2 2.�3 3.70 4.54 5.3i 6.1� b90 3J9 436 5.56 4.62 6.I4
3 2.75 3.57 9.36 5.86 5J9 6.� 330 95i S.E6 7.3Z S.B6
9 2r6d 3.48 4l7 48f 5.46 6.06 3.t1 �L76 6.25 7a! 932
5 2bl 333 9.00 9.62 5,74 5.71 353 5.00 b.b: i57 idJ7
b 254 3.23 3.E6 44l �193 5.41 3.66 536 7.14 l.36 t2A7
7 2M 3.I2 3J0 9,23 9J0 5.13 3�80 556 7.6! 193f 14J3
s 2.+12 3.03 3.57 9.dS A49 4,a6 3.95 5.eb 3,31 tiS4 15.91
9 236 2.94 3.rt5 3.9� 930 4.64 9.11 8.25 9.04 t3.M if.92
10 231 2.e6 333 3.75 9.M 9.44 9.29 6b7 10.0p 15.00 2333
il 22ti 2.?8 J.Z3 3.61 3.95 �126 �M 7,14 lLli �.tib 30,13
12 221 Y.;O 3.12 3.!! 3�80 9.08 9.69 T.ti9 1250 2L13 4;.:5
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope{C5)/100
10 ft x 10 i6 /100= 1.0 feet
f.Downslope mound height=depth of clean sand for slope difference(G2e) -
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
�•� � * 3 ft= 4.0 feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) �p
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2�
10 x 4.0 = 40.0 feet
i.Select greater of G1 and G2h as the downslope width 40.0 feet
j.Total mound width is the sum of upslope(G2d)width plus rodc layef width(D2)plus downslope width(G2i)
10.0 ft+ 10.0 ft+ 40.0 ft= 60.0 feet
k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)
plus upslope width(G2d)
. Otto Associates, Engineers and Land Surveyors, Inc.
10.0 ft + 75.0 ft+ 10.0 ft= 95.0 ft
Final Dimensions 60.0 ft x 95.0 ft
LAYOUT �
1. See site plan for layout
I hereby ce�ify that I have completed this work in accordance with all applicable ordinances,�ules and laws
����� (signature) 3439 (license#) �/L�'�-3 (date)
Paul E.Otto
Sand Calculation
750 SF X 1 FT = 750 CF
75 FT X 2.50 FT X 10.0 FT = 1873 CF
75 FT X 3.50 FT X 40.0 FT = 10500 CF
Total Yards of Sand= 486
Otto Associates, Engineers and Land Surveyors, Inc. ,
I.and�lop� � 1°�� slap�
«<.---.-----;
««< «< ««
._ _ «c«« «< e�i «««
«««««< «<----------. ««««
«<r�
rc e ercec �eccceer�er��eccccc rco
r c�er ece eeee[�cccec�re cc� rc� �e
� ceecE� �c �ccpry e�ccore aer e�eec ee
C CCClCCCC CCC [lCR.itCLiCCG�CtC CCCCCLC C
r Geeu�c�ee recec �cocetcc�crueetc�e aecc�eee� �c
t RCGCC[CCGLi CCLLC CCCLCC[[CCCCCCCCCC[ i[CCCLCCCtL [t
cc eo�rrcece�ceec eceecceeeceec �o L��+�n�Jl
L CC[CLCC[UCCCCCCCCC CGCCCCCC[CCCCC[LC[LCCCLCCCCCCCCCCCCGCC CC y j ���
C CCCCCLCCCCCCCGCC[CL[CC �y CLL[CCCL[CLCCLCC
� CC `CCCCCLLCC[CCCCCCCCCCCCCCCCC L�Jii����� [CCCLCCCCCCC[CCCL[ CCL
< «�«««««««t«««« ft
���� cceeercecercce�eEcc�eeccecre _ e��ececrc�receecccee cc
CCCCCECCCCCCC[CLCCLCLC [
lCCCCC CCCLCCCCCLC[CCCCCCCCCCCLCCLCCCLLCCLCCCCCCCCCttCC C
CCtCLC[CCCCCCCC[CCCCCLC[CCCLCCCCCCCL
�+�{�/y� [[CLCLCCCLCCCL
G�1\A1�� ��1���1■
��L+IIJ"`
�������� Rocl� 1Nidt6�Il��) ������ .
- ft o_ ft
Ab�pp�on i+�f�d�-��
� . . , . . : .
Q ,_:`Upslopelv idth(�d} , .
^, ::.' : ; ..:; `., : .. ,, : Rinc�c Bed . . � ;`:, . .
`� Up6lope,�+VidthtG2ciy U�ulopeWidth(GZd,I'
� _j�ft L.�eit�gtthh(�})� �_ft
� � y� , .
: . -.� . s . .. .
Tdal Ler�gth(GZtcl�ft
PUMP SELECTION PROCEDURE
All boxed rectangles must be erdered,the rest will be c�Culated.
1. Determine pump capacity:
A. Gravit�r Distribution
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10°k greater than the water
_ supply rate,but no faster than the rate at which efliuent will flow
out of the distribution device.
B. Presaure Distribut(on-see pressure design warksheet soa tream,er,t system
&p dnt f horge
Selected Pump Capacity: 66.6 gpm tota qpe
�er,gm
�t 2A.eievation
2. Determine head requirements: ,,;� ���e
A. Elevation difference between pump and point of d�scharge. -:_-:_'
_.... .
18 feet -•------------------------- ------
g, 5pecial head requirement't(See Figure-Specia►Head Kequiremertts)
Ofeet peaal ead uirements
Gravity Distn�bution Oft
C. Friction loss Pressure Disfi"bution 5ft
1. Select pipe diameter �2 in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) ��iC
Read friction loss in feet per 100 feet from Figure E-9 • D�
Friction bss= 6.48 ft/100 ft of pipe ����t
nort�ir�d
3.Detertnine total pipe length from pump discharge to soil system discharge point. Aowtate i.5'- �'
Estimate by adding 25 percent to pipe length for fit�' g bss. �
Equivalent pipe length times 1.25=total pipe length � 2d7 0.73 0.11
205 ftx 1.25= 256.25 feet � �-''r< ��� �3.'�3_ ��1.1] �::b.,1+�:�
3a 5.23 ].55 0.23
4.Calculate total friction loss by multiplying fiction loss(C2) �'` a•� 2� Q�
by the equivalent pipe length(C3)and divide by 100. � `=a �- �Qt -._::�b4 �t,�;a39=:
FL= 6.48 ft/100ft X 256.25 ft ! 100= 16.6 feet �``' 11A7 3.28 QA8
5[t 13.A6 3.44 Q56
D. Total head requirement is the sum of elevation difference(A),spedal ���'� { �� � _����"����'
head requirements(B),and total friction bss(C4). � 5.60 0.8�2
18 ft + 5 ft + 16.6 ft � 6.A8 0.45
70 7.4d 1.09
Total Head: 39.6 feet
3. Pump Selection
1.A pump must be selected to deliver at least 66.6 gpm(1A or B)
with at least 39.6 feet of total head(2D).
I hereby certify that I have completed this work in accordance with all applicabl�ordinances,rules and laws.
� (signature) 3Y 3� (ficense#) �'4`f��3 (date)
PRESSURE DISTRIBUTION SYSTEM
�b��.�
: ��
Atl boxed redang/es must be entered,the iest wil!be calculated. '""a"""'�" '
. � : . :.. 9'.�of aacl� . .. �� .
f+aaf SiainR 1/I6'-'1/4'. .�
1. Select number of perForated laterals: � p"=�s`"`�"'g'.S•_s�
2. Select perforation spacing= 2.5 ft E;���Q�����4���
. par fabd b fltaranbs d0%Weiwye variabn
3. Since perforations should not be placed cioser that 1 foot to i°�Q1O�O" �r� i. -
the edge of the rock layer(see diagram), subtract 2 feet from �� � � �,
the rock la er len th
75 -2.5 ft= 72.5 ft ��� 8 ia ia �a
ao s » » �
roCk layer length a.a � i2 ib as
ao � i> >s r3
5.0 b 10 74 �
4 Determine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 72.5 ft/ 2.5 ft= 29 spaces
5. Number of perforations is equal to one plus the number of perforation spaces(4).
'Check figure E-4 to assure the number of perforations per lateral guarantees
< 10%discharge variation.
29 spaces+ 1 = 30 perforations/lateral
6. A.Total number of perforations=perforations per lateral(5)times number of laterals(1).
30 perfs/lat x 3 laterafs= 90 perforations
..,.__._.__.
E-� Aettbro�on D�rqe h ppm
B. Calculate the square footage per perForation. ..�_
Should be 6-10 sqft/perf. Does not apply to at-grades. i�f���d�neter
1. Rock bed area= rock width (ft)x rock length(ft) ��
hec�d ! 3Jlb 7j32 1/4
10 ft x 75 ft= 750 ft{���
2. Square foot per perforation=Rock Bed Area/number of perts(6) �'� �•�$ O.d2 0.5b 0.74
750.0 ft/ 90 perFs = 8.3 ft/perF 2� 0.26 0.59 v.80 1 A4
5.0 O.dl 0.94 l2b I.bS
7. Determine required flow rate by multiplying the total number
a u�e a.aroo�rcrsrn�ta.r�r�r rkxne,.
of perforations(6A)by flow per erforations(see figure E-6) b raQ ,�, �.
90 perfs x OJ4 gpm/perfs= 66.6 gpm
8. If laterals are connected to header pipe as shown J _,_.s.��„d,�p,�
in Figure E-1, to select minimum required lateral j __�.��_--'""�'"����� ` """""""�
diameter, enter figure E-4 with perforation spacing(2)and � °"=� =� �
-.a �.,..:..-
number of rforations `�J� - �----"� �_,•
pe per lateral(5). � sr_�;-- „r„�,�,�,
� vr-na1.:c��rip
Rpu�E 1:ManpoW iooabd ot ErfO W Sysf�n
Select minimum diameter for pe�Forated laterals= C�inches
9. If perforated lateral system is attached to manifold pipe �„E.rM�,,b,,,�,«,., ,,,v�„
M m.c.n�«a Mf.av.�«» �-��
near the center, like Figure E-2, pe�forated lateral length(3) '" _,_...--�.-_--� ��
and number of perForations per lateral (5)will be approximately _....---�:�'~""""°`"° �� �.
_.._- , �-
one half of that in step 8. Using these values, select (%���JJ~~�J'~ „��`���,,, ��
_:...�-- ��---;�.a�.�
minimum diameter for perforated lateral= 1.5 inches. �='�'" �,.f1�=""�_w'r�`^""`
-�" r�c+x.w.nn»
�:r
I hereb certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
(signature) 3t�3� (license#) ��y'�3 (date)
SOIL BORING
Client: �p� � Fp,�r� ��.3 � � Parent MaEerial: c
Date: 6-�0-'DI N
n
Vegetation: �
Location: secHon T N R W eount '0
— — y Landscape: �
Soil Type: Slnpe Fornn: � �
DisturbedJCompacted Area: yes
� Slope:
Type of observation: it borin au erin
; , ;,.....: ....,..:.:.. ..
P � 8 � Floodplain: yes �
. ...:.::. <>:..::::;,,. :.:::.;.:.::::.:......:.:.:,�:..
<;;,:;�;�:.;
.:<.:;..::..:,..;.. ...,A.:�,.. ..... :::.::.;::
,.•.<.:;.>:..: s r <t; .`v.#'•::x '�
:: :.
.�.
:�<:%:
` ..: •,�;:. ,:;.:>s: .;.;>:::::rs:::s:
..�:..:..:...�i)2:1Yf .>f•..,,•:..».»::..,.,;;;r.. �•.: .;::::;e:::::s:::>�<:;:;•:•::::..
:.:: .........;.,..
..�. �:•::.:<>..,-...::n: Y! �:: . ...:�r:v..v,• S+y k.�/. y::?::>.' I . v:.
. ..::. ...::.. .::........ n..�.•:wy:v}:'.x�..{ � � ...
... ....�.:..::.:......l.t.. .;.. .v....�o., ::.:?:•i:.�.N 7.� .,,f. . •..n . ..� .� 1.;•.:�:i:�.:}::
.�`.. ... :'i.
..�..... vx'1{'. ,/ � . :.i::i:•:., :.;':;..;�;:..:
.::.�.�:::{::$:�:{<�piiSYi4�fi!f�4?$�••:: n; ..,.,. } .. .L�:::' .. "':•::.p,�..::.:f•:r:'r:C:};'. •?i:
..... n......v.5..�4 ::t.v:•.::';•F•. 'h': :.i.; .. �;:;�::�'�
.:.� .�...4... ...r..... ...�::•Y:.lti�{q :Y},n.`•ti�.�.r.�ii��''�'''�
.. .. ..:::.r..:C4:>
. ........a..,t.{v.x:v.w.v.�•:::: ..::••:�:::.•}.
:`::.
:•:{:
� :..::•:::;.
. . :{�.};•:•
:'�:. . ' v+::i:>iisi::'+.�'
... .:.; ' .:......�::.:::.:.: . . .. . .. nr../. �i: .. '�''' � ..<.v::{},ti. ' .
• . ....::::i:�:ii:v.::::• �F.•.0:::{:�; }4 '{ � }- � ..
v::.::::::..::+::X:..
.; .. . ' : � ... 5
... �:�•,:.v::::4iii:::i:i:.....�.•:.... {}.. w.... ...... �w::ii:::ii:::h - . ...., ...•...
:•..;....,.:•..{9.•::.:i{:t;;:;;:.:5j•,::.^. ,
..:E�e�a o f. .... .
�, n.. � .::..:�.,-... .>....... , �....,;�:.:;:.;.::,.:<.<:.:::.. ..
o�:: ................ ...:.>..:...::.: .. ,....�::.;.:: .::::::.�.;::.:
_. :..... . ... ..�o.x.e .:::,,::::::;.;>.:::::.:..�::...... ..<.......... . ....,:::.,:...::..::.>::..:::: ,... ,.... ..
_ _... .::..........:. ... . ..... . s.....:v.............:........... ,::........,.....:....,.. :.::.�..
......... .... ...... ...... . ......... .......... r.......� .�.......�:::...:?•::'.'}.�4:•.:�n.:X::.�•. ...�. .. •':•>..�...
..,;.........:.::: .... ..;.............. .::............:.v:................... ...:........ .:.;,......,.....,.....:., o.:,.
.,. :.
..:::.:..:::..:..;;.,;.,
............ ..
... ...:. ..........,,a... ....... ..... . ... . .
...:::...........:.....
.v.......:..:...>;.,....,...,....,•fs:..•:.�:::..,;....;•::n>•.�::...::.:::::::•:.r�::;,..�::..�::•:<,.:,.::•:::.::::�••
............. ............:•.. ........ .......... .....•::.:::.»:::::::.:::.::................. ....... ..:•:^
.......;:::.:;:•.. . .
...:,.:::::.::::.:;:�<•.;•. .::.„��;:
...�:..::.::::>s.::
::.....:.:__... ...........::�:.... .v..... . ......... ..: .::.�:::.�..,...... .:::i
.>,..,:.... .::::....: .-:.
.......... ....... ........:................,.,.......... ..4..,., ....... ...::..c:.... .........: ::�>::•:•::z•>:�9�!'::;;r:t•s:
........ ...,..::::•:..,.......::.:..........:.. .:... .•.:.. ../.:...
..,.:�::...::::::::::.:..::�:.:��>:>::::....... . ..............::.
.....;...::;�:�::.::•»>x.:: ,.........:.:.::. ..�.�......::::.. .............. ,.:,:,::.•:::.:.a::...;..:�:•:::.::tt<:,,::.'::�%i:^�:;2
.....y
..... ..;.,.�.:•:...::..::::�•:
::... .
r.:i:.:}:.r;,..;G:
..,. ..... t:�:o-::::�:;:,.�:,::.o:t::•.�:.:::.:
�::� .,,... . :.::'t•i.:..:..::. ...v...
•::.:::.:::::::::::: .. . .
.;..::ii:..;,.;..;i�ii:ti'�.:4::iii4i}i::4i:}:i�::f;x::::r:y:'U:?v�::::j>:
.� ..y;;•,;;...?j•:�:^::4::............ v�.}..r.W:::�i: ...;................... ...... ...:.:........ ..4.......nY.4 b�:i
....nr,}:?:ix::ii. .. .�.�::::::.r::•... ........ ...... .:::::..::::..::n:::n�................ ..::54:: '�:i'f.:{+1;•,
' ...q...:•.,v.v;;. . .... e......r....... .............. .........:.:.........::}};;:
..; .,...�,...:.�:i.; .;:::. i.. . ::�: vv: :::.;.......n .. . �
..:.. : ..:.
....::i::::::..... . �.....�....:...:::::........<�:•?`:ii:':::::.�.:•iY::>�'�'�iS?:•::`::;:;iti;:f;:
. . .. :�:;.:::....5 •: .:}?.�Y.�r.•,•:;.}.:/,iin;'p}'.r .;..;;..ti.}}^::1.•��i..::::::•i::.�::.i:�::i:.<�.:::..-:.�::.:.:.
:..' . .. . .i. . •.;y. . . . ..:.........,. •.{•::... . 4 . .v....... ..,;.. .. ...:.:............:::::..........:::
tr ........
.. ... ..�..........r. ..,. ....,...
t
'' {': ' ....5�.ir.:...:.:.:..:.:.. .....�.w:,......:h;'':v;{./:iiii:'•.i:�:�.i':.:....:::.....:..........
Es .. : :..,.:::,:.:.>,... .. ..,.: .............. ......... . .. ..... ...... . ........
t ,.. .. . . ::. . :t�. ... ... .. . ....... ....
s�E:. • ...... .. .....3� . .....,... ,......w....:....... ...... .... ..:.:::::::........::.:.�:....:::.�: ,�:::.........
X�� .. d . ,...... . ... ......... ....,..
�"�:F ..... . .. ,...... .<:... . a<......... :.................. .. ........
:::.. ........... .. . . . . ...... ...
....... . . ...... ,r. . . : ............ .......... ...
� :::•::::.�
... ...... . .., . ....... . ........ .... r..
� . .... 3r. .�. ....: ...1....,... ..::;:>:;�.::.:;.••.::}.:
...:.... .,..nt ...........................w:.<.,�.::.::ax;:::�::::�;�a�.::•::�:::.:::�::.:�:.
...,.::.............:.::.::.. ...:...,.. .�Q�ci .... . .... . .. .....s.............. ............ .. . .......... ...t f . ..�...... +.
............. . ... . . .......... . ��e�...r..... . ........., t........... ....... ...... ...... �� . ��'c
....... �..... ........ . . . . .,. . .. t. >....
.�.�::.�::;��>��:•:.�:.�:.
.:.......:.::•;::'.
,::•::.....,. ....>..;,,.,,,..,.,::•:..;..::::.:.�::..,::••.: •,�:::��:.:x::,.,:?•:::•
.,r.;.},
.,......... :r:::. .... �....::..:.,.....,..b:.:•::�:::,.. ;;...:.,.::::.::..... ...... . ..........,.;...........:.� . ...........,.........�
....:;;•..:::
.. ..........:... .......::.�:.:..:�::::f. .:::::•.. ....!..........
...... ..... ..... �'.�'J..+��.... >..::,........:,... ..:..:::.............. ..........:. . .�.r............:..........:.:.. f. .. ..3:
.......... ............ ............ ......... ............ . . .... . ......... ........ ........... ......... •..<:•••
.. ......... ....... ..¢.... ........ ......... ....... ... .... ...... ....:•: :. .. �.,.,;... .::•k;�
. ........ ......... ..... .. .... ........ ...... . . ..c....,,� ....,2.`•
�;,...:......... ..........:... .._......... ............. . ..,... . . .. ................ ...... .. .... . ...... k;y5;'•'::::pi;:%;'.;::.:>
................ ..... ....... .............. .,.............: ............ .......... ....... .. ........_ ........: ..t......:
:. ...,,............... . ....... �..
..... .... ...... ::.. .....:................... ...,....... ..............:.............t:•:.
.. ... . .... .... .. .. .... ......�.�..... :......, •..•:a
. . ... . .. . .... •:::.. ....... .... ' ..:....:..r;::i;:.:i!;iri::;;:`i;`i
.. ......... ....r.... ..:.h.....0..... .n...n...r. ............ ......,......... ,......:..::yy;.........::::.;......�v::.........::::::::.....i;.:..
... ........ :...... ........u.$::....n... .Fvvr.�.. .. ...:.. ....... :.........
. . .. ....r i ..ti....n . ... ...n�. . ..rvvr. . ......... . . .... ............. ....... .....•.::...v.
. :.:......tr::::�.L::ii�:::. .....
...... fy.;.�1..,y;{:::::.:�::::..;y. .i:i'J:"i:?i:ti:•in;v:::r:
..w..... .. a.. ..::.....: •
:,. :.. ,r.. . .... ........:.. :::• . ... . :t.. .. . ,....,.;.:.............. . ............. ............ �:f>i'{•;::.;t::ki:::>I'i+::'>:vi%::;.>S:S.:>:2::
.. .. . . . . . ..• :r,.. . ... .:9:+::�:..v:, .�+...,•,;,...;,1... . ,r,. ;:.:n.,.r:::.. .:.:::::�::.::....,..:::,..:.,. •.;.>.>..:.::;::rte::::::::`?i:i. .,r:. . .;.}.;..:.....::�:•::::::�
... �.. :. . :. .; . .,,'$ ... F..{.::.�:.,.:....k•�:�:�. !{.{..,-9yv�f..:.$i ..:�:..�....::v::::.:......:::i.<•>'.}�::.::.::.v.�.:�::................ ?:R•...Y.:,.;p;:;i:;:y;.:.:.i.
:;.:D. :. ... ,. :r . . .. ..... ..: ...<o.:,. ,..s.::.... ,..:.t+.�l......,..:..,o ...., ....::::......,.....:..:,.........,,,:.. .......:..::..............:::..
e . .. :. . . .. . .. . .. .....,...... .:... ., .. .4. ............::..:......... ... ....:�.
....::.�,::.. :
.o <.hF� .. ......:::....:
:.,
, . . ... ..
t� 1 :.... .........
, ...... . x.::. .....:..::.:::..::::.:...:.. :..::.:>;::<::.:�::::::.::.::;.;::.;;;;::.:::::.�.�:::..:..:
.: .:::.. _:.:_.,.. ..:.:..ater¢. .:. .: .:::,::.::r::::......�...<.....>.. ....... .�5.. , :�.::.:...........
.... ......... ..�an. .. .. ...... ..... . :...<.:.........,.,........
......< ... ......::........ :.::.::.::. ........ ,.....<.:..:.:::.:::...�.::.:::...,.v..:.>:>:;:;::
__..�" .....:.:.��.f��:.: :.c::.a. .. ..:::..,.::. ..3�h..:,.•...... ...::,�; .....:.�.:... .::.......:.:.:::... ...�::..:.e.;:;. �
,i....n.....:...l.{.�. . . ......{....h�.,.�}.4. ....:.�i. 4. .:::. r.....n......
... ;::.{ .,.. .. I.m Y..S n.. . ...{. .Rn.. %3 � ..
.......:..:.....i;.�.i✓::. ...!:�rii�:.�: �•O:^::
�..::.� .... ...;.,,}.::::�:......�.....n..n.� . ..r... .{�n�.:r:.::.+.S.;.k.. :•i.i:.ii:::v:.:. - n�.:: ..:.. :............ . ....... �� ...:ii'
.:�•.: . .. ... . ..}...... .....:uu.xn.1S. . n.....�.:... ' .......... . .... ..�............ ::.......
.�.�.....� ......._ ... ........}..rv.:•�.�••. .� ....
,...r..r�..n.'4. �.. .�vv.::.....•• �.:.::::::{.,....v�..•n:�.n.�...::x:.�.. ...::..::v;+
�. ......... ...... ..... ......... .. Y...
....... "iiii•.;;.,�::.,..:.�.v......
.......�'�.......i. . ...........: ............... . nf -.
:........::..r::::::.::::::.;i::•:.hii::4i..,
. �..::v::::::w:::::.�::'.�w::::::.:::qy,i.�::�.v.: . .. .. .....•::...::^'hi:i..:;.;..:.:{:::::::::.....:ii:ii...
..:...,::.r..�:.i.`•::i::i:>�i'rj;:i:4; ......
.. n. n.:..,::y::},vn•:::y:.:..:::::::::+
....................... i::•ii::�.•i:�
...........:+.;r;::�i:i:^:;�':::'��
n}.. ' ....... :::rn:..............{......:::.:..�....::.�:::::...::::'::::::•.:. ....
:::::�
, •:�:::.ru:�.:.:iYr::::::.:::::�� :::::::�:ii}i:......' ...
'.'..- ...... vv..... ...:.�. .:......: ....n...........r .i....n....::.
w:::::::..:............... ... .... .. ......r...n .i..........
... . .::. i.:.. .:.:..::.. •.:.:,::rn.:::r.<,;.v....:�>::::.v...... .::::..::•.:,•:::v:•.:.. w::":.:::::�:..;..;............ ....
T'1 .... ...n........ ...:::. u.........:.�y;.:..:�.n:�::.wyS}ii�ii:':':::iiL:::i:Qvi.•;''':!!{•:::i:i::i:::::�:
:.. .. . .:. . .. . :.... .s..... ....................:......... .... ....r........w.....:....,..... .. .... ... � ............. ..:::..�:.:.�: .i�:::n.,-;...:::.:::::?�:::::::::::::::::�::.:
....... 4,::::5;::<�i;}:::;:::^}::':�::!:�::::'.>'::::i:v4Yi:
��[J. v......... .:..::.:•::::::::::;,a,..{�:5a...:;.•,•:.•:,::.: .
e t2t:.�n::: . . . :.;,.::�:::<.>::..;.,.;.. ..:.......:::..:.,...�<�.:;.:{::.,.n...:<: ,, ;:.;.
.:$:��rn. �t.. <.. ....
_:.::P .. nC .., .....::.��::.::.v..:...<..>..,:..,....:..: �.::.�.:....�:......,, ..:::,;.:,:•;;:::
.......,...,<...v..;.,.>.,.,:.. :::.:..: . ..:.�:.:
.:..�:.::r:,.:.:..:::....::.::: :.:.>.:«<..:..::::.::.�:::::::.:.. .........., ...,.,. . ,..•... :::;,::::..:
,.,:,.:..:.::.:..:,:.::..::>;>..:«>:.:::::.:::.:...... .<... <..,...... > � : .: : .: . '
_....... .. ... .....�.,,.:,,�:.:^•�i:':.�:<.<;si5^%:r.'.;.;;v;;;;t;>:;:;.;.:+.,y;;:,r.. � .
� .. ....,:•:r ....... > t .:::.:::.:....::: .�.; :.;..::iir::..;s:.:%r.ii5'•:::::.::��::::....:..:::•.•.;•,;::;t:;::.'•;+;
. . . ..:: ,,,..: ..::;..... .... .........::.,.::;::?:••5:.:..<
��<%:� .... i . ...•. ..:.:v:::>::::::•:..:,...�::::::... ... .. •:r.':::;.;•;,,:.,,
...:. �::.>':•: ..::..:..•:::::::::::.y:.:.:os�.
;.. �: ...;, �.;.}r,...: ..::•,.... .:. .:...:.:�.:::..::....::..:s::�.;..;;.... ... .- � . ...... .. •:,.:.::::•r.b;..y::.::
••:•9
: . .:• � ..:t:...... �� . ;......r.p::"•;:a ;.x;i:i>r,.:;:�:f;",•'ri.
...::::v:.:•::::::::::::...:.:.:•i ' ...: ..<:.:.:.::•:
� ' :::�.. .. :.:::. :....:•..,..;:n•.1..;{.;;4r.v:::v,•;y.h{{y•::•.�:n::..... . _.....:. .... I:•,'i::::i'f.^c�:tri>Si>:�i>'
Pro o. . �:<D: � <� .:.:>:.:::.....::.;.:.», , ..,.;:..>:<.:;,
s�d ;; .>: .. <.;:<....�.�...<.:. . ;<.:....:..:. .: : ;::.;
..... ::.:.:::...:..........
, .:. P... .. ... .:.: �hfl .5:: . ..;:::�.... ..�..,�.:.... . :.�:
... :::::::::...... �.. .. . .t� .. .........�:.:...�. ........: ..,... .....:...::..:<.:.:. :: ..... ;.:�:....w::�:::
,:............... ..�P,.... ............ ...��.........:...�... . ............... .., ..... .:.. ........ .>
............ .::.P.. ............ ........ .,,.... . .. ..., ..........<. .�......... ... :.:. ..<...
3. , ..... . . . •:•. �... ....,.:.::::�t:;�" 5
.... ........:.......... :..�. .............. .....r........ ..... ...•. .'�`.<' `r'.
....3... ......... .r........... . ......:.. .,...,.:.,...... ........... . ..,.. .:•::�..........:r:...
::..;:::;:;::•::;::, � �
..........�n..:.....�..,r,r:.{M;:6::.C....:.. ri.. ..rr��.. .:.}.;...r... . ........:..:. : :. :i.:.. ...t.�..:.M ry
.. .�. .... .... 9i'i4ii::..r�.vb y...�.. . .. ...:.y. �.:::Y.::::::v.. '
........ ....�.....?h.Y....�.6/.•:..}...S . � . .........n:•:::.; .. 5.::..+.�:•,:{:! ;iff.Yii:•ii''i:'• '3+i�C
:.
..:.�� . ... . .............r.r.i`?d: .:::::.:i:•w::.::.�::.n::;;.;•;•, ' :.r;}. v.4�.h.
�:!:i:�::'i::}}i:v:?2::•.:::+•:.i.
f .... . ....::...•...,.•.,r:.::......... .. ... ..��...:.. �. . .::�C.,. .;.,..:..�t:.:... ....:.:. .. . ......... ^t.�?:`i':�k"�i'�`:� i'�:H:�:+.;:c::
' ....:.� ,}.... .....:.:::.:....:Yyv1'w:.. . ..:.:::..x::::�.n.:'..:...:...:..::.�.,...... .. ............::v.;... r•F.v+
� �..n....�. n.�... .�..:..... . ...,•;y::�
+� . . .... -�•..:.�.......:. . �ex......i....:�. .......•..•:..... ✓...:.•..........��. . . . . . }.. ........�::.•:........•.:.:::i'•:;:i'�' :•:•,?,vti. :;���:.......
.. .....n......... ... •�i.r..:... .....:.. ...:......n...'
. . , . ;; . ;........ .::•:� ......::.:::.v...x.:..::::.. ... .:•::..A ...:,..;.. .... ....... . . ':4�4::::::>L;.:.?�„+�i.,
� . ...;..;..... ,::>:::v.:.::,.::...::::�:.,::.::.�•.:.�;.:.;:.a:....::::. .::.� ..,.:.,,..
L.g. . . .. . , .n; �.. . . .;, •: ...ea:�,•:.:::.. ...::.:�.�;.....:...n�:�..........w:... . ;._.'•::.;:..�:::..- .�<f::.:.,.x:;..:.�:...:
tima�.ed<..5. : .: . . �. . , .. .<,. ..<,. .:>.f.,..
.�. .Fa :t ...�... .......n.::.....:...>;:::.;.:..; _..,.
. c t;.,....:.:.�::::.>....�:;..,.:::.;:..:.. �
�n .:::,:::.
...;:•.::.,,r,.;:;�:::::{...fi•.:�:::.r:F.4� ...... ...�. .. .nf.n. ...rl .... ••r• �{' �i
.....:. .... .......4.�. ... r...... �•:.yy;.nv::.:x.
.•• .. rv. .. .:..�::.:..�r:.•r.•rr..•: .:: �+Y
�... .. ...n........ii:'.:...�:..::r}.v::�/,.}...}:::.:.........�... T •::• �" .
l. ; .
4: 4
. . . . ... .'i:::;.,..;..;...;.
..........r�..d..�:n /•Y n�.w.•;r,.,yu.;,..,,:3.:r.;::.:::..;..k:;::;?. '•:: .:�'�.. : :.. �i;::;:;.' :;•r,t�:,
:::..:.+..<.., •.:. �.¢�ny < •:+ r •..:•:.. �
... .,.. ... .,;..::;:•.,....
...:...,..:,.:....• < . .
Additional notes: � � `� �` �
., ...:ry :. : ..
:..... , .,.:,
. ..:... �.:::
�:
. .::..:.;:;:;::
{ :,..:..::,.
Preiurt :Des��', .......:..:.:;. :>.,.<.;:�:::;<;:;
�Y $n(dpt�o.nai� :::;;�zi�t,,.�.,.," , -
� :mound x
..:::. .. . ..... �-�-.� ::�:. �4 �,�,� �
ltlutg t qav� dis�n h:
.. � �> •. 4..:pv�..;: � . .•;:•
.:.. �v.:rv:L+hY•yr::•�i•:•KYiy>{,'•;$i<�?;::•ir��:''}:•.v:::•'.•S`YY,.}1;T.�.r..}.•.�:}:• } ..:... .........
�};,.� . ...:-.::•::........,.,...::............,.;;ar.�..r.r....,,...y,.,...:.:.:.::::::•
i:.�..:.�i•:e:�.:::ii:.ii.4•y.y....�..... .. .. Y r ..... •.. .....5...... ...:: •r..;.:�.:.:. ..::•.:::::•. �T•
ti ,, :.;.:.;..;.;;.... �•:.::�
..,.. ,..v..:.. y . .. .... � ...,. .
�:�•::a.:::::..v.::::;;::.:•:.::•: ..:.:::.....:::•:.::: }...., � • • •...:::::•::.::.....:.:. ..:::::.:>; .>.V
.......:.:...........::::::.........:.:....:.... ..;.r........,.r1:.,. . . . . . . ;..... 3...:::.:. . ��.........:..:.::.,.. V:r>:: :.:#�i::;::•.:::::
Q'.. �. � .:. -.�•'
:•::. ;.;o-•:� ..
;......:....v::}i:::::�.v;.,^•i+,S�,s...,.:.Y.:::.: ' .::. .,:,...,
.........:::::..•:;.r:,::...............:.:. ,i�531.t . . .. ;.:..;•.;•::::•.<...:,:•:.�:.: .. , . :.:,:,,:..:...:....
::•:::.,:«:•:;:<.:>:;.::.;::.;:�..,;::� .....�.... r;.:.;;.::;:..F ..........�S�.t5.�1.::••.:.:•:::,:,.......... •. ....:.::..
.:.............:;:h�..,....,.:.:�:»�:.:�:..��.4,>:;�<��::;::..:...::�::.:,,.,,.�.::::::;.:.:»::�z�e,saz�d ...,.:....::::•::
; x < <�>t .::..:::..:::,::: scz�t�g
;...;.T, liz�e�r.,..�,.,' ::u� td v � > <x �
�;.d�
} �.
�i
.:R�.. o�..
..�..
.��
;:;��:t';
...�:�..,_
< �;a:.;:
:.�
; .:.: ..,.r.>:;:.:::<::<::;:::;
:::: : . :....,..
::.;: . <.:�. .>::.
... .. .,:.:�;::�:,>:::..
, .:.. ..:�. :..:..:,.. ,::: ..:....:.:...,..
:.:. � ..�.:�c�ns. .. .... ::,�;:::�:::;..<.;::::::�:
.... Ex���tifl .,. ... .....�::::'�.:
:,:.,.::..: ....:;::.::::,,:
. ,:.... . ... .:f:.>:.�...� .:�' ......n: . ble .. . ..... z
:.>::.>::.::.:;
r... :t.;...:::,:::..,.v.,... cn.s. . . ..... ...,.....,.,.A....:,.,.:�.,,:<.:::..;.;..:.:.
.. .:�: � ..... - ..:::vp�.:/,.r,G{...i:ii::i.':Y,:r . .......... .......v.r.....n... .... :•.;.. ....v.:n�:....... ./.........:...ii+,�::: ..0... k\��.�?::i��'
::.:.:.,n...:
,•:?;.;
....... ...n.nv... 4....... �... . . nu... � ..........y..,.. ... ..v..r.. .�4J':.�.;::.v.:�... 1 :.�•':
......;.�.:::.:.: �r.�.......:.::n:....::.......y.•{y.:�::.::u.::::.�r.....;:{.';;$;:':•:v• �.y�;{��:•.
.... .,.,.::;... ...�::.::.........•.�.<.,;.::.r:t :,;.'•<;:.•.•..>,;.,.n. <:ti�::;>.�:�:;�'y•><3•:r...o:N..; .r:aS`" "s?x't:;':•f:::�,s.:>:.i
..............:.....,. ••:,:` ::..,.:�:..•,:x... >,_....:
K�
(V � '�:' �$.�::::;... � � ....� •; ' •••{•:y
:• .:•. <.v.Y, .k+�'f}'M]'}i'� �A:t•k,�;kh`fiky��Kv,� •��fi::i�"x'rir�''. •:�:{�:
� o
.::!Sv?.,":':'';:;�:z•:::� .:;.ca35tn.��.r:�k°:;:;:::
•.'.. .::..
�1 . . . ,�.. . . ...•..:...
......._..
� Name of Site Evaluator: C� Certification Number:
,
� Q-53
� �
. �
Lz
V
�
�
g
�
S
. o o a o e o o a o o e a e o a e e e o
� � < < � � � � � � � � � � � � �
o a � a s i � a a a a a � � a� � � a� � � s e� � � a� a
Q >, a, a. �. a, a. a, a, a. a.
:
�
i
oc
U '
�
� '
t O
�
b
2
� a �
.
� � a
o � � � ` �
. d -�
.
� � � � Q J
� �
o° O
. �
` a
o �
ay
n �
w ��
o � , M � ` .
� � ♦ � ♦ 1 ` 1 1 � ` � �
r` � � 8
� `00 � �, � OO -..
t � �
�
� . v � � � �
c
0
a � '� � t ^� � n � ;9 M C�
a � `-� � � � 1 c�
L # $u�soq ' Z �y uiioq £ # ut�oq 3 p �ucioq S Ji u�ioq
• Fgurc B-24b
� .
' � � - PQRCOLATION TIIST SHIIQT -
- ` 1104 let 3 6►•� �}.� 1 0,<< ��,�i,oi� .,,,, �,«�.«�:�_.Zb•o/
rEsl t�olc toc,l�o� Icotc . � -`'�
1)epu�o[tiole boctom:
�p ' � i�cl�cs Oiamcter�[f�ole: inct�es
;oil O�t� from tcsc hole: soil colo�
dcpU�,inche� . soil leKlutc:
Oepth of Pej��e g,�avcl in bottom o(hole: "'� inches
�ictl.od of scratching aidcwsll: �a� �
��3���j�7'�/p�P��o(initial waect[illin� _abovc hote bollom
t)atc and hout of initial waecr[illing: ,
���od�y�d�o�aintiin 1T'of+�ntct dcpth in hole for<hou� p�� '
Percol�tion/est coaductcd by; L'.�
Qcrcolation lest slartcd at.7�30 (am/�.
�„{yx�m�m wate�deplh:bove holc bottom duriag test:
inches
WnTER WATER PERC RAYE �r��
�PITERVAI. WATER OROP OROP CALCUTATlON
� TIME (MtNUTESj OEPTH �hoetfon) (doclmot) i/f6:.06
_�o_._—�- 9 �� ,A, ��a_.0
' O START .._------ � IG q TtMC ��Oo�.�..P _�`_
a�3 _�o_ 3/ �.� �, �r�6..�9
�:So --- -------- --- ----- -- ------
a � oc c�,13 w=2s
. 8
,.fD REFtL(. ---'---- � _ �
O , TtNtG ' OttOt' �'GRC
I
:,o � _--- -------- a ,6 _ coa:.�.�� sric:��
---- ---;------ ----D--- d
:/0 RCF�c.c. -------- a � a0 _�— 7•/J C 3rBo3s
• 1'LME � �ROP P-RC
-3:30 _�-- - -------- a � ---------- �►�6:�
_ - ---
REFiI�. _-_ D
_____ -[-IN,T'�' �ROP P • C IQ�.S
�������� --�--��� ��-�--���� �-�� COaci.*..q
------ E 9ft6:.56
REF[LL -------- .
-1-� DROP �
���-��-� Oeole�n.t �=�
�������� -��������� ��-������� �
REFiLL ___�_-�_ �� DROPr i'R� ��6��
. C�eclT.l)
-------- -------- ---------- ---------- � YisaS
REFtVL _�______ -�yrlNT� ��F '��' tYt6-dt
-------- =--------- co�:....►�
-------- ---------- � IBs�3
REF�LL �_�_---- -- �'
ri�- n�Tir �usc .tY16_�I
-------- -------- --------- --------- •<�c.,...i� -
'I'cn PctccnE CalculiEion ' _
E3.C.O '_ .
`�'a"j.�� - 9'3 _ C�� _ �. �,_ _ - —
_�_., �.
._.�..� �-_ �. _ ;
4,�3 .� o.�o_ . �a . - .� o.=o _
- - -� ' a..` ' '
:.v.c �-c-� ':
-�T��� _ - ��__� _ - ..._ �_.. . —
.�rKi�{ V � J���• V\ { �a• �..�+��
K O.10 — K O.IO �
s�a e
s�•
_.�=_G r.G.t� _ '
��r �. ._�.<_. . ..._ �_. � <"'
_...._. .. - -
.� o.a o .. S„-1 �_�a�t�'Y'CTt " o.c o _
�;�'i ��T a�C
I( tl�o top nvmbor In oacf� sot of laoxos is la�po�tt�an tho bottom numbo�tho� tako anochor�oadf co��
��o �o�s ��rmbo�is oq�al o� smalto�tfia� bottom�umtaor c�vo�acJo ti�o t1��oo �vmt�ots (o�lho poCa
- PQRCOLATtON TIIST SHQI3T - _ ' • '
,t'csl t�olc Ixalion� O ��"� • , ![olc / �-LL- ru--� ()atc lcsl I�ole was ���cp.��cd: ����0�
1)cpU�o!hole boltom: � ' i�chc� Oiamelcr o(holr. ��chcs
':oil Oali from lcst tiolc:
dcpU�.i�cl�es , aoil lettutc: soil tolor
�tctl�od of scratching:idcwall: � Oepth o[pci size gtavcl in boetom o!hole: `"�� inches
t)atc and hour o(inieial wstcr[illing:
6O�"� �� 3� DepUi of inieial watct[illin,�-����� abovc hole bolloa�
�titcthod used lo mainttin iT'o[wacerdcpth in holc fo��hou • a`���/'
f•e�colation lest coaducted by; C�, Pcrcol:tion test seutcd ataZ� 1 (y�/�,
A,(a�c�mum watet dcpth above hole bottom dvring tcst: inches
WATER W�TER WAT�� PERC RATE ���s
IKTERVAL OEPTH �ROP OROP CALCUTAT(O[�1
T7ME (MINUYES) ��ac��o�� (doofmo() �6_�
—L 2 �_ �'7 _ �,�( A t14=.0
.
; � � ST�RT _-__-___ rI .
. p�I.� - AO ---"-_' � �� I•[�(�_ T/MG �R P P�RC
_ ¢ __ 7 J cn«:....,� 31i6_.19
� `� �r u�-2s
p��•S� REFLLtr .------- 2 � �� _ J�� � � �V $ -
3.� � _-_ � y 3�� '
� � -rTr.•��' Ro�► r •a
-------- ----- --- t�et:....�� 5116a.�t
3:// acr-�c.c. -•------ 3�� � as- o�l� _ 3..�.5 _ ��.5� C ySc.7d
� 1'tME ' OROP I'GRC
3�� -a----- -------- -- ------- ' �l16;u
RCE[L�. __-____- — - D
- TtM['s � ��R ' p �C ��.5
___--___ --____-_ ---- C��ci....q
REF�LL ___-____ _ � � SI1S=S6
'� �� P R SR��
________ _______- • Oeof�..t
���������� �������-��
. �
REF:�c. -------- — � tUi6s�6!
��.c� ' � �crt
- _ �oa�...a�
-------- -------- ---------- --------- � 3f1=.75
REF(t.(. -____-__ — �
�'�' �� ��" tyts_at
-------- -------- ---------- --- co�t�...�
--- � 7B=.6d
REF(C.C. ___�__��
_ �
-------- -------- 'r'—ce.s�' a�o� rcRc .tYt6=ll
--------- --------- �ooetm.q
1'cn Pccccnt C�lculafion '
�,Q.� � Q.�.o . .
6.�5 - �SI -S2.3y— e �' ..... - —
._�.<.. .. s�r. � .�--. . .... �
. «�i��,�L .c o.to_�•J S _ - .t o_:o_
P�
-.o.c � o.c.�' • .
_ ;
rR�►c '� ���� � -
.��K�•a � � �� s��n�^ e �
K O.10 -� K O.IO� -
�a �a
:.r'_G ['.G.[� '.
._���_. .. s�.� �... � : - ' _ .-�.._. � .»_ �_. � i —
,�.1 �� K O.10— K O_l0 �
5��1 �T a�e"iL'"f(
I( tl�o top nvmbo� 1� oact� sot of lwxos is la�flo�ct+an tlio t>ottom numbo� thon tako anotho�toadin0• ��
i.o ton �vmtao�is oqvat o� smallo�llian bottom�umtao� QVOfi1(JO tl�o tf�roo �umbo�s fo�tf�o potC�n��'
• ` - PQRCOLATION TIIST SHQQT -
, p' �• � 1(olc / �-�-+-+— Oatc lcst holc wa� prcplrcd: � r�o ���
Icst t�olc i«+�'o^ � ' /
�����tl�o(holc bottom:
- ��' inch�� Oiamcic�o(hole: IC'� inches
�:oil O,ta from tcs!t�olc: soil color
deptli.inct�es . �oil tectuce:
'' �" inches
�lctltod of scratching sidcw�ll: �,1�/ll � Oeplh of pej s�e g�avcl in bollom of hole:
a:.��`�j�•Z0•O� pcptl�o!initia!walcr[illin� abovc hole bo�loat
t)alc and hour o[inilial walu[illin8: � 1�
���od ��d�o c�aintsi�1T'of walcr dcpth in holc for!hou
�2.�t i
(•c�cotatio�test conductcd by; � �
pctcolation leat s(arted at a'3 a (sm pm)
M�i��m wi(e�deplh above hole bottoct during Icst:
inchc�
WATER WATER PERC RATE �Y��s
�PITERVAL WATER OROP DROP CAC.CULAT[ON
TINSE (MIhtUTES) OEPTH �Faetlon) (doclmof) 11i6:�
,
�1 .20 _ �.63 _�7,A �".t3
� -
; ���f ST�RT --_----- T[MC ' �ROP PER
-�- ao is/�_ l.G_3__ �o«:�.�� Yt6o.19
' � - - --- -------- --- --- - ----
.
a� —�-�8 V<_2s
�._S� REF[C.(. __---__' .
: �•'� __��-_- � TtMG � �ROf' �' R
� -------- '--�---- / 6 --- co�:....�� sns:.lt
3_
� 3,:�. R««L -------- � � l_.� a° - ��� _ 13.3� � �_.�
'i'tME OROP PGRC
�:sz _�d----
-------- ---�------ - ------- �rts_u
RCF��c. " " D
-------- z Mc- - ortoP '�'� iQ_S
-------- -------- --------- ---- co«:....��
- ------ E Yt5_S6
ReFtc.�. -------- .ri�-=-�5�-
.
-------- ---------- oa[....� i' Sl�s�63
-------- ----------
. F
REF[LL -_-_____ TIMG RO _� �VIS=�
- --- C�ecl....ij
-------- -------- ---------- ------- � Yt=7S
ReFcc.c. -------- -'Y�ir�z. € '�i�� �-�t ' IY16=�6t
-------- -------- ---------- ----------
toa:....��
. � 7R �3
REPtLL _�.----- — "
T[MG ' D�or c�cisc .tyi6-,�
-------- -------- t �
---------- ---------- o«i..+.t
1'cn Pcrccnt Calculafion ' .
. E3.C.0 . -
���1 33 - 1��y _ i,Ob _ �` ..... - —
---�-.• ."_
a.. .
«--• r. .
�'� .t O.tO� l.�3 . .t O.io-
• ' � �t �� .
__o.c � � o.c.� .
;
-�.�� _ _�,��_� _ - .�_ ,... _ —
'.�lK��{ e � 5��.�• ��t • � .
K O_l0 � K O.IO �
.a S•�T s�a
=.r.G f 'G"t{ _
.�.u�—. w
�t �a � _ G�.�R<'' • '«' `"` ' <r .
,�=i e�a�'oT �LT-C
.c o.a o - S--� ���'Y� •c o.a o -
1( cl�o top �umlaor 1� oacta sot o(taoxos is tarpo�tl�an tt�o bottom numt>o�tho� tako anotho��oad��0• ��
��o to�i nvmbo�is oqval o� smailo�t1�a�bottom�umlao�, avo�acJo ttio tt�roo t�vmbors fo�tho po�G���'
. � .
- PQRCOLATtON TIIST SHQQT - _ ' • '
('cst holc loc,tion � � ��� � ��• � Ilolc � r� "� �`` Oatc tcst hole wa� ptcparcd: ���Q�4�
1)epU�o(hole boctom: �� ' inche� Oiimcic�o!hole: � inchcs
';oil O�l� (wm ltsl hoic:
dcpUi.inci�es _ �oi!tetturc: soil coloc
�tcci.od o(scr•tching sidcwall: /�/�+�I Oepth of pea size g�avcl in bottom of holc: � inchcs
l)atc and t�our o[initial watcr lilling:�'3.3 :Z�•�� pePtt►of inieial w:tcr[illinp,- � abovc hole bot(om
Mcthod used to aiaintiin lY'of.�ratcr dcpth in holc fo��hou�+ ^e�l ( �
(•crcolaeion lest conductcd by; �..1� Percolation test slutcd al ' 3 3 iurt/�m .
T,{yx��ucct waler deplh above hole bottom during lest:_� �n�es
WATER W�TER WATER PERC RATE �r��s
It�lTERVAC. DEPTH �ROp OROP CALCUlJiT10[�l
T7ME (MINUTES) (iroctfo�) (doetmof) �6_�
' ap �.5 _ $.o t�=.t]
i �,,3ZJ STi►RT __--_-__ � _
. . �_ / T[MG � OROP PERC A`
� 7.�s- _aO--- -------- -�--�---- -�-�---- <o«:�.�� ��6=.t�
' �__ 2.S o u�:ss
�.� REFII.L _-'-'_-- � O � .. • $
: �� TtME's ortor► rcrs Sfi6:�t
�� a � .
3:�3 -------- -------- coa:....��
3.'I/3 RCF��c. -------- .� / Q o� - .3S -�•4� C �le=3a
� o •
�r -�/� �/y� a 3tJ 't'LME ROP t`ERC
v___ -----�-- -___-Y.-- -__1__--_ ���6Gu
acFi�c. -------- - ' D
TtM('s • ��sP �-� �a:s
-------- -------- --- co«:....,�
---------- -------
E 9liG:S6
REFt�.L -------_ - �
TINt� Oeo�Pt PCR� �=�
�������� ����-��� ����������
�������-��
�
ReFcc.c. - - 11/16_�!
-------- �c' nEtor '�rt�
-------- -------- __ �oa�...�»
---------- -------- Y(a.7S
�x
REF�LL ____---_ � "
-��- �� �" t�rts_a[
-------- -------- ---------- =--------- o�t....i
• � 1B o.E3
REF[Lt. ________
rina�-o�t► �►�c .tYI6-��
-------- -------- ---------- � c�c....q
1'en Pcrccnt CxlculaEion ' _
ft.t3 C . E3.G.D . .
,'fo - g,oo O y0 _ -'-. ..,, � - —
�-��+ ��y� • .�... �.�
��Ist�l Y >�w���i��t na�`�
o� Q� _ =.
K O.[O�. O�Z7r . K O.;O�
' � .a �� �
�.o.c � o��-r- . -
:
•��K<�t � �
�� ..�-�s►�r-cui.- _�R•_� • ..._ .e.. � - —
K O.10.- .t O.(O r
s.a � ��
=.,r'.G f�-G-I�
--•..<-• ^ S.--t --c�YY-1r'C C""'` ' ...� `_` � c~
.� O./O� �� � K O.10
.�T ����r . ��t� ^
I( tl�o top�vmbor In oacf� sot of t�oxos is la�flo�tf.an tl�o bottom t�umbo�thon cako anott�o��oad��+0• ��
►.o to� n�mlao�is oqva(o� smallo�tt�an bottom�umlao� avo�ac,o tl�o tl��oo �umbors fo�tho po«�a��'
1 � Y ' '
� � - PaRCOL�TION TIIST SHBaT -
' ��� ��t� �� ' llolc �r�� [)atc lcsl I�ole w�s �.rcpa�cd:���`��
l:cst t►ole tx��'o^ /
'J ' incl�t� Oiimetcr o(t�olc: � inct�c�
���ptla o[hole boctom: �
°:oil Oala from lcsl l�ole: soil colot
deptla,incl�es . soil tcttucc:
' iaches
�ictlaod of sctatching sidcwall: �' ' OcPth of pes size gravcl in boet��(holc:�
t)atc ind hour of inittal watcr[iiling: .�' 3 q 60��'�� pcQtl�of in�i�wj�c/(iilin(,r, -
above ho[e boteom
ej�/
�,(c�od uscd to a�1►nt��n lr o!`rater dcpeh ia hole fo�!hou • , �: 3y
(•ercolation lest conducted by;
G= petcotation lest slutcd at (am�.
M�i��m W j���d�plh above holc bottoat duting test:
�j inches
WATER WATER PERC RATE �Yt�O�S
�PITERVAL WATER OROP OROP CALCUU4T(OIV
T7ME (MItJU7ES) OEPTH �frocttor+) (doa(mot) U16:�
ao _ l.69' _11•$3 i�:a�
. a�3 _:T..RT_ -------- - - -- ---
II / TtMC �ROP t'ERC �
� S � t ��- -f'��- co«:....0 31t6_.1!
�O �•�— ��•g�.8 V(c 25
� a-s�r REF«� -------- -
. � � foe� TIMG o o�► rcrac
' �� --'Z6--- -------- -�,I��---- ---------- co«:....�� SIt6:�t
� 3:/� Rcr-«c. -------- �;� J. a�--- �U _ t•S/ I :Of C 7B_.]8
3�3�I ��___ --�--___ _L_lS�--- ------ 1'LME � �ROP PERC
_ ��t6_u
D
aeFt�c. __------ .,rira�=-'o p� rcRc 1/1=S
-------- -------- ---------- tv��s....n
---------- E 9ft6:Sb
REFtt_L —_—__—__ ji„t . DiL$ �
��������
____�___ ________�� __________ [Oaete�.t) ���
. �
ReFcc.c. i � --��-� 111t6c�6!
--------
' ----- ca��....0
-------- -------- ---------- ----- � Y(=7S
REFtLL -------- +411��`-' -�F i�Z='�" tYt6-at
-------- -------- ---------- ----------
oa:....�
• � 7Bc.6a
REFtLtr ___----- "' �
___ T MG � [LOP PCRC .tYI6c.��
----�--- -------- --------- ------ CO�eelesa�U
Z'en Pcrccnt CalculxEion ' .
""a'c 3 - .o�" - b.7$ �.c.� ' - —
ll� �1�,,. «--. - -'•. ...' a..` '
._.�<-. -xa�
v,�-�
II'OS .� O.tO_ I.�_ . K o-to
�� . .
. •� - .
_-�-� o.c.�= . ':
��� � • wlRf�l O Iw� �f�{ 1 _ -
.��K<�• � � i��.�• V• • � .
K o-�o � K O.�O r
�a �
<.a
_.�,G r.G.[� '.
._.«.-. ..
- �� �� . _ - ._.«_. � ..._ �_. e i-_'�
.t O.a O � _ .a O.l O �
.��.�.i <�tY'�'�""i7'���i S-1 <��^Y(
I( tt�o top nvml�or l� oact� sot o[ taoxos is la�po�tt.a� ttio bottom nv�r+vo�thon tako anotho<<o c�co��
i,o to(> �vmtao�is oqval o� smallor t1�a�bottom�umisor, nvorago ll►o tl��oo nvmtao�s (or lho p
- PaKCOL�TION TIIST SFiIIQT - � • , �
1'cst holc localion� G�fC1��• f(olc • � (��tc tc+t I�ole w�� ,,«<„«<,:__ l� oJ � �
,� - --
I)epU�o[holc bottom: __�Z ___ inchc� Oiamctcr of holc: � inchcs
`:oil O�ti from tcat t�oic:
depU�,i�chcs �oii tc+cturc: soit colo�
�ictl�od o!scratcl�ing sidew.11: DePth o(pei sizc gravel in bottom of holc: � inchc3
O /�
l)atc und t�oiu of inilial watcr fiiling: �t ��n DePt}i o!initial witcr fillin Z �bove hole bollom
Method uscd to maint�tia 1T'o!wate�depth in holc for 4 t�our�' ��1•�`
(•crcolation test conductcd by;_�� Percolation test started at �ZS (���y.
// 4,�
Miximum water depth above hole bottom duri�g tcst: inches
WATER W/�TER W�TE� PERC RATE conve�oas
INTERVAL OEP7H ���P ���P CALCULI>TION � `;+r � '
T7ME (MINUTES) (Eractlon) (doeimot) y j/16c.� ``.'-r��
� 15 _ i9 _ j2.� ��,�.,�
� Z:� S Tn R T 1 ' �
------�- �
i �/I TIMG ' �ROP I>ERC
� Z�Q --�s--- -------- --�---`-�- ---��- co«�r.,..�� 3It6_.19
� ---- s. -�
� ��' REFtLt. _--'--�- I� � I �Z �V'8 �/I=1S
-f�� 1 � �
G•�_� _J�___ � //�j 1• Z-in.[C osi r rGRc
. - ---------- ---------- cou:....0 SJ16c.31 �
' '�aS 2S O
; z• rcer•�LL -------- e Z� 15 - �• _ �� • C 3/8c.39 ,
I ;�Q �, � . 1__/y I' __ Z'1IrtE � �ROP PGRC
-------- --"-�-- --'---
- -- -- �n6_u
. •
RCFILI. ________ .
� TIMG DROP �PGRC �/j:.s
-� " -------- ---�---- C�ccimnl) .
REF[LL --'----- �+ 4/16_.56
-rtr�c� DRor rcrzc
-------- -------- ---------- a���..,.� SBn.6J
asFt�c. ' ' I�
-------- — - 11/16_.69
'T1MG ' �ROP PC-RC .
� ---------- CC?calm.l) '
� --__-�-_ ____--_- �.
---------- 3/<=.75
; -.--- AEF[LL ------_- T1M • D2�r' PLR�� � iYt6_Bt
� -=— -------- -------- o��:..,.i
---------- ----------
I _ AEFILt -------- � �B=.BH
-------- -------- -rcr�cc ��or rcRc lY(6-9(
---------- ---------- c�«�..,.i�
Ten Pcrccnt Calculation '
fi,E3.0 � Q-C-�
►Z•� - IZ • - � - -
�._.Q<_ s�rr�-or�ctrc �Qa_� � ..._ �� e.
�A O�7C�C. K O.i O_ �_ . K O.1 O �
sa
r..o.c v.�.r-
�._�K�_. o . s-� �r�rzmr_- � -�K�-� o ..._���_, o " —
_ �� K O_l0 - S^� -��r K O.10 �
�_.r- _G r- .G.�� _ _.
--.�r-Y:_-r-c s:� a_r�:r-c- • ._�Q�.. o rt� ..._ <_. o �_ —
:� �T«�'7�+'�"L•'Y"C " o.a o _ S.—i _T�TT'G1f c " o.a o _ ,:: - :�z..
.' I( ttio top numbor In oacli sot ot boxos is larflor it.an tho bottom numbor ttion cako anothor�oadinfl• �� � , 'S
+t,o ton r�urnbo�is oqval or smallor tt�an bottom numt�or, c�vorac�o tl�o tt�roo numbors fo�ttio po�a �a�o'
.`�
••'� V I \/ 1 I/ v/ 1 v L� -' ' �,.. �/ / .
.. �� , ,..�' ••- .
.. __. ._ !'.. ... ��...��.
-....._..._...... . ... � .
,..� . '.•\. 6 039�E�' I `
_ _ _ _ �8��i
`� _ . ���..., 6 � Fen ce .
����
� p ��o
__ _ _. � � gg of line
93•Z 5p"E� �� �
_ z N'3'2/ I
! uy�*�V
� � I
� �� S86//��9wE `='..,_ ///� .
O �•�• '-- JL/
� � 1��
� /�, �/ � . . _ . � __ . . _ . � �
` Y �/
(O V����
'v� �'yh/ . '
o � , .
� � I ����
1 �
� I
\� �G �.
N I
\, � � __. _ ,�� . �
� r ,:
. m
i � � � . �
�
( � m I Proposed A1 t. � '- ' I
� Sep t!c Area
� ► � � ` � � Area= 5. �
. � -� ..� �.
� ._' , ____._./-.>Roped_off Area ('
. � �O I ��ti0
�;
I ; � ��
� / _ �`
_ _ � , ,
- _.._ �_.
�.o I _ �--__
� __ � � f,
� ? � i �p � i;
3- � ,_. � �,
� �� `� � �:
, �
- ..__ .
� `'` P
�
��' Pro osed �� _..___
� N � � f �� ` Mound � �--
� _� tr I __ 75 � � ��
� � `� � 1 �� � i�.
� � � ��_____ � ' 8�: i;
I °� 2 �;
�, �,pl / I�
� - 'y �1039.62 �OJ� .I I
.l__._____._ -- - �
i• ----------------- 3
sy — '_- — 10 %; ��o
/+ � �___ _'� 032 o I! tv
.� °� � � � ` o 0
� ^ � p3
N /�^ o � �,�_ �
� � � \`-�� 0 9°� �'
� � � , �� � � P p Ta� ��
, � � � � X 1034.55 � p � I � I' N
� � o � r�—_ o � o : � �I �
' "� 2 I + � � w� -� 9a� �� �
� � �O � � � �
j � � � 4� � Se t!q �'anks(,
\ . I � ,� ` �j I I
I � ,�,, �„ •�o� 4se�, +
� I � �.,.: � �o s �o ` � �I
� I �, �p' �.�`. � o (DC 029.01
� � �.. � � x 1034. �1
, , �� , � ;
, �
; � , �'a �;
i � �� ����,,_-- ,,` '� � :, :
� , . ,
. � � ;
' �. ,--,� �
� i � � , �03�, � � � i ;
,
M � I i ;
`^' �' � i X 32.38 I r � �
\�` � � i ,�036 , i �,�
Benchmark:—••�-•••- � .1 ��-�� � �
�
of.`;�E.dComer ±O P ...� \ I , ,���^�___� '� �p�� I � I i
Elecfrlca/ Box � � / �� ' �
Elev.= f030.64 '1 � Q� 1�32 ; .� � �
N.G.�0. 1 �t i � �
� ��I/� ` � � � �
�-� f / 0 / , � �
'S�, ��3�3� ° � ( �
10 10 L ; �°� ' . ; � ;
1028' � : � \ � i � .
,r, � � . 3 ,
� � . I �:
- �, �o�'$ � � \ : ;,i
� � �� � '
�-.�.__� � , ; �' � �,o
� \ �.,1 �' ' ` � � � � I � I� � � � ,
��-� � " � �° � � . ; �:� w o
L ` ' ��� ; �.op y6 � � • ; �� _ _
, ; o �� � � ' I �
; �� ."�`° // / � ; �� '�
i � �a ( ' ' �\
, . � � ' _ _ . .
N : ' i , � (
�o� � I'�
,{-, �� I �'
. `► I I � � �'
; � I� , � I � ; �
, I � . �. ►
�. ^ i � � --
; � � � ��. : . � � �
; -"'� I ' � ' : :_.
� � � i c�, � , � . \ � I I � I �� �
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. d 7 7 D COMPLETED
ADDRESS 5�+0 k�s� '�''q��-
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION �� �"•�- �':��
ty 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS
y
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 O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 1 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU��ES_NO
� COMMENTS:
a — R\ac N. �--�6���S , � �\�c►�S tJ c�< �.<'
o --- 4��$ ��� �r �:►r<c .
� --� v�p w-��1LS .
0
�
W
�
Q
�
2
W
�
w
�
�
�
a �
W� ❑WORK SATISFACTORY:PROCEED OJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ I SUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-4600
OwnedC actor on site:
inspector. �
White Copyllnspector's File Canary Copy/Site Notice
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT N0. COMPLETED �"� °����
ADDRESS �� k-o�S� C''�'���
OWNER CONTR.
TELEPHONE N0.
� DESCRIPTION ��Q�'; �- �^��
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 2 EPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 2 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL �/' 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:LV(ES_NO
O � ( �(/
�., COMMENTS: +�—^cr���� �f
� — � — �so� d��-�s -j-�nl�-S
a
o � — �����, p,��s , ��
� „�' .\ t Un SCLr�
O
�
W
�
Q
� "�, 1Q��✓)1" ��� �!v
2
� �uJ
� �av�`
�
O
� ❑WORKSATISFACTORY:PROCEED O PROJECTCOMPLEfE
W ❑CORRECT WORK 8 PROCEED ❑ISSUE CEHTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUtRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
Owner/Contr�p�,o��e:
Inspector. 11 , �C
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
✓�
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. PO 7 7`�O CpMPLETED 7 Z�`� �-� O
ADDRESS �6� kO�S� �w�--
OWNER CONTR. }aayS
TELEPHONE NO.
� DESCRIPTION ��P �'°L �0�� 1J
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMWG 13 MECHANICA4 FINAL 19 LAKESHORE/WEfLANDS
y 03 INSULATION 24/25 WOOD BIiRNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER H�OK-UP 17 SITE INSPECTION
Q OS FINAI 14 SEWER HOOK-UP O6 PROGRESS
� 07 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PIUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEEf YOU:y�ES_NO
��., COMMENTS:
W —
q -� o �
j �' a�na c� S a �� -�-c.Sa" o.
� ' 1 O k �7� �ot,� �t
�
° — �.� " �'a��rs� � �a.�c °�+- Cc�)-��'
Q ^�s�ur,l„ � �r�� cL_ ' C�
� "+ V $o . �-•a.��l �
2
W r
T� —i-�r�c ��S 1/.!- a C�(
j — ��,.,� 5�:� e�e
4�r/�ORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE
❑ RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL AETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARAANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContr c�on site:
Inspector.
White Copyllnspector's File Canary CopylSite NoNce