HomeMy WebLinkAbout1998-010259 - new septic system PERMIT '
,CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 `=:�:��,�`_:: 'µa�� I���'
Crystal Bay, Minnesota 55323 Permit Number: � �- t�
{_'S E_f;.:,�`K
(612) 473-7357 Date Issued: i:1�,i f:�;�;�,�;�;
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY: I
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CONTRACTOR: - ��_,=�1 i�_.��-�f. - OWNER:
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APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE
. � (G �s�
' CITY OF ORONO SEPTICSYSTE1�iPERI��IITAPPLICA'�ION
Box 66 (2750 Kelley Parkway)
Crystal Bay, NIN 55323
JOB SITE ADDRESS: "�� �S l S D�a� ��.� �; �
Occu ancti� Type: Residential (/ Commercial Other
P
Permit Tti•pe: IV'ew or Replacement SS�stem, �100.00 C/
Repair ExistinD System, � 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
O�mer's I�'a.me: �W�R��-s L_�:�� ( � PhoneNumber: �J� ' s�7/
I�Iailing Address: ' �- Z �,v��'� �r- City:(�.���.►Q �P� ��/��-�
Contractor's I�Tame: os�►6r ;rta� Phonei\'umber: �f�-�S - ?3��
� ��> City: ��. (,�-�'`�- Zip: �'��
Nlailing Address: Z32�� /D� ��
DO \TOT �IA.IL, 1'AI'I1��IENT ti�TI'H THIS APPLICATIO�'
GE�rERAL Lti'STRUCTIONS
1, Applications for septic system permi[s may be mailed or submitted in person at the City
Offices; however, permics will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must no[ bejin unless the permit card is on the job
site.
2, Permits will be issued only to contractors holdin� a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system desi�n. Desi?n
reports are not considered approved unless accompanied by the "City of Orono Septic
Syscem Approval" cover sheec si�ned by the City Inspector.
4, The follow�in� 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 rouQh-up but prior to sand placement (sand will be jar tested for silt contenc),
and a�ain durin� pressure distribution pipin� installation in the rock bed.
D. Final i.nspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
$, Individual holdin�MPCA Installer Certificate shall be presenc durinj inspections: A 24-
hour notice is required for all inspections.
NOTE: Applican[ rriust initial all spaces. Fill in alI apgropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system desi�n includin� the Ciry of Orono
Septic System Approval Cover Shee[.
2. I �viIl be installinQ e followin�:
A. Tanks: Precast Concrece O[her Manufacturer �..�Z,CL S
Tank Capacities: 1) �ySU gaI. 2) dvc:.a gal. 3) '��oal.
B- Pump Station (if required)
Pump make & model �,�.�� --��']/ - ��S (attach pump curve &
literature); system desi�n rzquires � opm at 2.Z-- feet of head.
Hi�h �vater alarm make & model o,t �����.
• ' electrical work to be completed by installer electrician
ocher Inside electrical work must e y
elec[rician.
C. Treatment System: /
Trenches: s.f. �� Mound
Depth of rock below pipe " Rock bed dimensions /L� 'x ,��,�'
Drop Boxes Sand bed dimensions 39 'x�'
Distribution Box Pressure Dist. Pipe Diam. j .�, "
Maniford Pipe Diam. Z "
D. Final Cover/Topsoil to be: �✓ borrowed from site
L �how location on site plan)
�� trucked in
The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in stricc accordance with the ordinances of the Ci[y and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
�- C/
Si;natureofAppiicant: �1�/! ,��� Date: 2�,
MPCA Certification No.: q'�
Staff Revie«�: Appr va � Denial
� ReV-ietiver: � ����- �
Date: _
Reason for Denial:
�' -
���" ��'ESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
��� ���� ��� December 10 , 19 9 3
��
Coffin Site
Lot l , Block 1
Orono , Henn. Co. , MN
This On-Site Sewaye Treatmer�t System is Designed for a lype 1 , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 anc] local ordinances .
The soils on this site are SCS soils mapped - LsC2 - Lester clay
loam. A seasor�aliy t�iyr. water tabl� was located at 16" to 34"
(mottled soil ) . Due to the seasonally high water table, a
Pressurized Mound System will need to be installed. The bottom
of the rock beu musL be located at ieast 3 ' above the seasonally
high water table .
The soils at a depth of 12 " llave d percolation rate av�raging
14 . 1 min/inch .
A pumping chamber will need to be installed to lift t;ze effluent
to the treatment area .
The manifold and supply line pipe must have back drainage to the pumping
chamber. The distribution pipes shall have their ends capped . Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over , just break up the sod, be sure
not to over work.
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure . A warning device must
be installed witYi a liglit and sound device , this is in case of a pump
failure . Mercury floats are a good method .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT ' D
Coffin site
Lot 1 , Block 1
Orono
( 2)
Keep all heavy equipment off of the proposed treatment area before and
after construction. The treatment area should be narked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs .
With proper installation and maintenance , this system should have no
problem in treating septic effluent effectively.
Nothing other than gray water , ( laundry, showers , etc . ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended . Smaller amounts of laundry
soaps , dish soaps , cleaning agents , etc . are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
& clean your tan)cs by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
r�, ^
S even B. Schirmers
SBS/ds
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SET- BACKS I /C' 19 ' '
HOUSE . � � �
I System must be� _
. Tonk ao� from property lines >C SF�-�Lv�.1 � ��S�L W�o-���
�v�-� ��5'� � 2�� from weI!s
wAL1� -0�1'� � from b�dgs. w�,�+��
. �-"�,��; . Treolment oreo =�from !okes , �S� �s
Treatment areo 30� from property lines NOTE� Power supply and switches must be located in a I
1"�aN�{°�5 "'�'n "�" �'from we"s weather proof encbsure outside the pumping chamber and manhole
• (3AGCF�Lt_ �'from b!dgs.
i � � i— -� r I 1�' from trees � 4 SOIL BORING ELEVATIONS
� �min. � � ��
i ' � , a "a�o.su i THAI �1..-9��.� �(�- �`Co 9$r �
� - I � '�,�to�- rode.S�°/ TH.�2`L.-��•c.
� Tank � Tonk I � '�! 9 �TH"3 EL.-�o
: _Drop to Tank ' � "! PRESSURE DISTRIBUTION MOUND SYSTEM
`"---� ���-;�g- r-tAr��s-flLv TH�� �L:3�3.:�
� Min. I"io 8� �Pumping TH"5 EL:-°�`��•9 I
Max.l��to4� � ���P '�t��-�.`�E. S!-��A��c�c�J Chomber EL�VATIOU ot PROPOSED PUMPING '
4"10 6��dia. pipe CHAti�BER-q��.o�� '���-4�5•0
� APQev.� .'Coe � ��.���- 9�I S.o ;
SYSTEM DESIGN -MOUND �� ww�s-r �-t�o� �t�dS.O ;
, TYPE�., -r�. BEDROOM , Ave�age percolation rate L`�min./irch (design.83 sq.ft treatment area per gal. of daily sewage flow) �
�gal./day x.83sq.ft./ga1.� sq.ft. of treatment area +10% _�`��sq.ft. ( .= IOfi.wid'h= �� ft.length of bed area +side slope run.�to I x 3_3 heig!,!= �_ft.x.�,.'�ft.lawn•aren needed) !
� Clean rock needed- �s� sq.ft,treotment oreo x��_�depth of rock= ���cu.ft=27= a� cu.yds(3/4�to 2 I/��dio. ,includes 2��of rock above pipe)
�=''��``- Clean sand fill below rock needed ��cu. ds. a rox, sand loam back fill �`� a. ds.a to soil 6�� 2CZcu. d ��-'c_. __�,� o-r a 3
Y Y PProx• , P Y • - �'=�'---`��= �-=�'---
c.�)+a�t ti-�.� Y PP , .
��/::�C�^,...�\C1•�� �!: A.7G e O�';:o -�C� 'i C'c'SG1L F".•:' �C.�.. �.�-���>Z SLcY't. Gu`{`�.^:-i�., \
Number of tanks required �_, ist tonk.L��Qgol. , 2nd tonk �va gol.minvrxms r�.>� f�__.,,..`���;�, ` ��..,,�>� � .�� - -J
Pumping chamber capocity- 25% of dai!y sewoge flow of 7,�j gal.=1`��� gal.+reserve s'oracp of 15 0•�.-,1/BI���gol.+pipe back droinage-
" PROPERTY OF: �oF���-1 5 �-�f
of�_c�al./100!in.ft.of 2 dia. supply pipe, lin.ft,needed�}�, y? ga!_+ manrfo'd ��' gal./IOOIiRft of 1- ��dio.pipe, Ih.ft.needed2 � Z gol. �o-� 1 } �wL� J-
total capoci!y needed `��3 gol.(Plus area for pump) ��, �. r,-,,Y,. ) aS� q�i.<<.,,;, �p��n �� .J �-)�1-���• C O .
��
- Distribution pipe �L3�dia. , .l` `S_lin.ft., ���dia. perforations.�?� apart
Pump size ��hp. (pumpable copacity_��gol. 4 cycles/day) u`�_�__ � �-+e Qo ��=�ss � �„�-:.�•���.�_�,,� 3� �, ,
a� -- —= -- ----- _� }�,_Y,s_-- � S-P TEST/NG / C.
_ � No1e � When cor�structing bed - , this areo shoua be shoped Note= D�s'once irom trea!ment orea �o ne�gh�ring we!Is- ' Desi ned � � `�� '�� zC
!o �ivert run-o`f from entering treotment orea. ���:�/�� �1-\ �1 )p0 � � y �� ""'`�-
Dc�c ��z/;,�/=�' , ?H. 6!2-497-3566
' � MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimatcd Scwagc Flows in Galluns pa day �
Estimated � c� gpd (see pages D-7 or I-3, 4, 5) Ivumix:r �g�� �
or measured -- d x 1.5 = -- or Typc I Typc 11 Type 111 TY�
gP I�cdrooms 1 V
z soo zu �so
B. SEPTIC TANK LIQUID VOLUMES 3 aso �oo z�s �
4 G00 375 25G ����
I-►aS d -� 1-/Oo� gallons (sC�pages C-� or G5) 6 900 'su 3n T�Q�.
7 1050 600 370 m
8 1200 675 408 �d�d
C. SOILS (refer to site evaluation) ,,
1. Depth to restricting layer = ����%� a � inches Scp�icT.okC.y.<litiwinx.��,,,,,
Vuni!xr of \finrwm Liq��d�I.iquid rap�x�ity�+�th
2. Depth of percotation tests = � a " i�lches ���w�m= ��:�a�;i, Ya�b�b���.�,.�
3. Percolation rate I '-1 . 1 mpi 2or1ci 'S0 "u
3 a a �a� isao
4. Land slope lo % �°aa9 '� o
o..«9 -•—••
D. ROCK I.AYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 = �
� v gpd x 0.83 sq. ft./gPd = a.�_ sq. ft-t���-��`�`y�
2. Select width of rock layer (10 feet or less) _ /G ft.
3. Length of rock layer = Area -t- Width =
��y sq. ft. _ � ft. _ � ft. Rock Bed
f•l•l•l•t�t�f�r�:�f•.'�f�l�l�:
ti••.••.•ti•ti•t�ti•ti�'.••.•'.�'.•ti�'.•'.•
tiftifti�:rtiftifti�ti•':fti'•:'ti'tif:f�.�Width 5]0 ft.
. f,f,f,f,f,f,f,f,f,;,f,f,;,f,f
,.ti.•,.ti.•,.�.•,.•,.•,.•,.•,.•,..�.
E. ROCK VOLUME ����—�L.ength��—�
1. Multiply rock area by rock depth to get cubic feet of rock;
�_sq. f t. x .Ln,�f t. _ � cu. f t.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�1 cu. ft. -27 = �cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�,cu. yd. x 1.4 ton/cu. yd. = 3� tons.
F. ADSORPTION WIDTH cu4K to�vy�
Absorption Width Sizing7'ablc
1. Percolation rate in top 12 inches of soil is l�t. 1 mpi
Percolation Ratc Galions Ratio of
2. Select allowable soil loading rate from table on page E-; in Minules pu so��T�x��« (�cr day per Absorpiion wid�h
.�i.� gpd/f t� �^�n cMY'� squarc fooc �o Rock Laya
w<��n
3. Calculate adsorptian width ratio by dividing rock layer Faster[han 0.1• c�s� ----- -.---
0.1 to S Sand 1.20 I.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��os•• Fine Sand•• o.�o z.�o
6 to 15 Sxndy Loam 0.79 1.52
1.20 gpd/ftz=�� gPd/ftz- �.l��1 36 to 45 s���Oei.�„ o o i:.`w
Check this value on a e E-16. 46�o�o Cley Loa�n o.ss 2.��
P 8 6o a,zo c,3y o.za s.uo
4. Multiply adsorption width ratio by rock layer width to get s�o�:;a� c�ay .---- -----
required adsorption width;
�.(,'� x �ft = ��. ft
1
C1: liUWN5L01'E DIKE WIUTH
1. If landslope is 3% or more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for
absorption: ��
�ft- 10 ft =�_feet ( %
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation �. D feet
b. Multiply rock layer width by landslope to determine drop ,,,a,�--�
in elevation; Slope Difference ����
�x_�% 1100 = - � feet '��==�°-
c. Add depth of clean sand depth of clean sand for �"�� ���°�° •
separation at upslope edge (2a) to depth of rock layer to ��''�'� '
rock depth and the depth of cover to find the total mound �'�°�w'��`_
�w
height at upslope edge of rock layer;
I.� ft + 1 ft + 1 ft = 3 •v feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3 _��
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: ?.,c� x 3 •��3 = �feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
3•o + .�_ -� . L feet
g. Enter table on page bottom in�ith landslope and
downslope dike ratio. +
Select dike multiplier of 5.�c,
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3•l� x ,�'.��: __� feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of the two values as the downslope dike width;
I � feet
j. Total mound width is the sum of upslope dike Kocktkd�Wldth./n. .�.��::;:•;Upslope•DJce Wtdth��%O������;;'�;,�,:;•,-
�vidth plus rock layer �`�idth plus do�ti�nslope ���'`��K«�� �'��n'����'���' ���'�.'�'�.°�:�.��:
dike width; ..�.�� . K ��
'•�.'�'��•'''.�;r';r:"'•"•"•'.•. •'U'.sio'::••[�ikc.w;dch,io"
� ft + �Q_ ft + �_ ft = 3�_feet UpslopeDikeWidth��_.,...:,:;.•,::•,:;.;:}.;:}.;:;.{:}.. P P�
k. Total mound len th is the sum of u slope
g p I' '•�.'�' �Doivnslo.�•����•Dike��lNidih�.,-r.'...,.-
dike width plus rock layer lengtll plus
� L`�:•:,::�:,
upslope dike width;
_ ! o ft + �"., / _ ft + --/J f; _ . �,1�-- feet (,� . ..To:zll,ength..�•�_.•..•..----w�
�cL__ -t� (��-� -f- J. _ /d L /O L
owns op� ps ol�c
3:] d:l �:] b:l 7:1 3:1 4:1 5:1 b:l 7:1 81
%sbpc
0 3.0 4.0 5.0 6.0 7.0 J.0 4.0 5.0 6.0 �.0 8.0
1 3.09 4.17 i16 6.38 7.�3 2.91 3.8� 4.76 i.66 6.54 7.11
2 3.19 43.i S.i6 6.82 A.14 2.&3 3.70 C.rl 5.36 6.14 6.90
3 330 4.+4 :.33 i.32 b.F! ?.7� ?.=7 43,i i.09 5.79 b.Qi
4 3.:'. 4.'6 6.2i ;.59 9.72 2.61i 3.s= a.77 a.&i 5.46 6.(K
5 3�3 S.DJ 6.57 557 :U.;7 267 '3� ;.u; :.F,2 5.19 i.71
6 3.� 5?5 � i.lt y.3a 12.07 2.i3 �. 313.....` 3.55 1.41 4.93 5.41
�--7-� � 3.Fi� S.i6 7.69 1034 I3J3 2.SFi '��72 3.i0 S.Z3 4.70 5.13
8 395 5.68 833 1156 15.91 2.42 3.03 3.57 C.m d.d9 d.88 �
9 4.11 6.Z5 9.03 13.(M 1&.92 236 2.91 3.4i 3.90 4.30 4.bi
]0 429 6.67 10.0 15.W ?3.33 231 2.,% 3.33 3.75 4.12 4.13
Il 4.<3 7.?S 11.11 77.E6 30.13 2.?6 275 3.23 3.51 395 4.26
12 4.69 7.69 1"v0 ?;.i3 .3.75 2.21 2�U 3.12 3.:9 3.80 4.C19
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
� Gravity Distribution F19D PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �,,,.�,,,„
water use rate. T��� �
2. Maximum suggested for delivery to a drop box of a nome system is 2,700 ._;
�Y�LayK of GeoN�til�Fodk(a far-
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. `�oamY sa�e �,�, - ,,,�,,,,,<,,,,�y„,,,o,.�,.,
. �,h.� ����,�.�
�'er or • e o � �olbn Drllkd 1lwliontally
Pressure Distribution ' '' ' ' ' '^'° o "�°� �o
3. a. Select number ofpp rforated laterals 3 `'%%�, , ^' �°°" 1z•'° Eda'
C- a�Dra_,T�FNId Ra ti- � ol RocY Loyer
b. Select perforation spacing= ? ft. ` - ° '
� P„Iwolluns Localed ot
c. Subtract 2 ft. from the rock layer length. ' c'�^��� �°"°'"°' `'°'•`°'
�1,-2 ft._ !cG� ft. .
Yer ^g+
Orlpinol Soll P�opaly StorillW
B�Iw�Plockp Sond Layer
d. Determine thc number of spaces between perforations.
Length perf.spacing= ��o ft.+ ' ft._ ��'�� SPaCCs TABLE OF PERFORATION DISCHARCFS 1N CPM
e. ��� spaces+ 1 = �� perforations/lateral
' f. Multiply perforations per lateral by numbcr of latcrals to Hcad Pcrforationdiameter(inches)
get total number of perforations. ,� ,�
�-� x �� ����_ �9 perforations. " '
].Oa 056 0.74
]S 0.69 0.90
g' � X 6P�-�_gPm• 2.ot� o.so �.oa
2S 0.89 1.17
3.0 0.98 1.28
SELECTED PUMP CAPACITY�gpm q.0 �.13 t.47
5.0 1.26 1.65
B.Determine head requirements:
aUse 1.0 foot of head for residential systems.
1. Elevation differencebetween pumpand point of disch��rs�. bUse2Afeetofheadforotherestablishments
�_feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
5 feet
3. Frietion loss Pipe Lengch
a. Enter friction loss table with gpm and pipe diameter. � Poin�of Discharge
Read friction loss in feet per 100 feet from table. l �`'by p
F.L. = a• c, ft./100 ft of pipe Elevation Diffcrcncc
b. Determine total pipe length from pump to discharge Pump �t'15,J
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalei�t pipe F-18b
length-1.25 times pipe length = 1.5 inch 2.0 inch 3.0 inch
� �l� X I.ZJ = ��� fC'Cf �,P�p Friaion loss pv 100 ft o(pipe
c. Calculate total friction loss by multiplyiT,g l0 0.69 0.20
friction loss in ft/100 ft by equivalent pipe]ength. 12 0.96 0.28
Total friction loss= �J , lo x ;',G O �-]00 = � feet 14 �.?3 0.38
4. Total head required is ihe sum oE c;c��a;ion diffcrcncc, 16 1.63 O.s�
l8 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
/ 25 3.73 1.11 0.16
�-;� + � + �1 30 5.23 1.55 0.23
�1� �2� ���� 35 7.90 2.Q6 0.30
40 11.07 2.64 0.39
45 14.73 3.28 0.48
TOTAL HEAD - - feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
C. Pump selection
1. A pump must be selected to deliver at least �. ,' gpm (Step A)
with at least ��. feet of total head (Step B).
Lo,�ar.io,ri or Project Lot l , Block l ,Coffin site , Orono
F�orings made by ,;-P ��stinq, Inc . Steve Schirmers _ Date 10-20-.93
Classifiction System: AASFIU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X
Depth , Boring number 1 Depth , Boring number 2
in 977. 9 ln 978 . 6
feet Surfacc� elevation feet Surface elevatior�
�� - --- ------ -------- -- 0 - -- --- - -
Topsoil dark brown loam Topsoil dark brown loam
� _ 8��
0 - 10"
L - 1 - Brown clay loam
Brown clay loam g�� -. 1 � ���-MOTTLED 1 ' 4"
10" - 1 ' 8"-MOTTLED 1 ' " Rusty olive brown clay loam
2 - Rusty oliv� brown clay 2 - _ 1 ' 4" - 2 ' 2"
1 ' 8" �- 2 � 3�� loam
3 - 3 -
Rusty �l�ve gray Rusty olive brown
i�,a.� loar�
q - 4 -
i
2 , II„ _ 5 , � � 2�� _ 5 � �
; - 5 - �
6 - 6 -
7 - 7 - I
i
I
R - 8 - �
I
--—- -� .-- - —1
f,nd of �ori;lr at 5 ' ��eet . Gnd of bori.ng at 5 � reet -
�.:_ ' .. _,t. ._�- �__._ � . . + �t;=. _ ._. ..� _��i t��;. . __ .
� �� 4 � 8��
,���_ ;'n� ,. 4 2 ��-_� �� �-'[�Lh , ��reser:t at f•2et Of d<'.[�ttl ,
19 hours after boring . 19 hcurs a�ter boring .
.,o� nres��nt i n ho?e No� p,-eser.� in hol� --
._. ; _ _ : _ � - - • :�o _,'=- '-. _,,:�i. � .
Gbserved at 1 � 8�� Observ�d at 1 � 4�� feet of aepth .
fe�t oi depth .
^]ot pres�.r�} in hole _ Not prFsent in hole
Co���nents : Comments :
,' .,,., . .
�I�;,� i 1 �� � �__:�. � . „„v< i .. _ .�� : , �>„� , ., . ..
Location or Project Lot l , Block 1 , Coffin site , Orono
Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 10-20-93
Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number Depth, Boring number 4
� n 977 . 0 lp 979 . 7
feet Surface elevation � feet Surface elevation
0 - — 0 - --- --
Topsoil dark brown Topsoil dark bro�an
0 - 10" loam loam
1 - Brown clay loam 1 -
10" - 1-1/2 ' -MOTTLED -1 2 ' 0 - 1-1/ 2 '
Rusty olive brown clay loa Brown clay loam
2 - 1-1/ 2 ' - 2 ' 2" 2 - 1-1/ 2 ' - 2 ' -MOTTLED 2 '
Gray , , „ br wn clay
2 - 2 4 �oam
Rusty olive gray Rusty olive brown
3 _ loam 3 - loam
2 ' 4" - 3-1/2 '
2 � 2�� _ 3 � 8��
Rusty gray silty loam
Rusty olive gray silty loa � 3-1/2 ' - 3 ' 10"
4 - 3 � 8�� _ 4 � 2�� q -
Rusty olive brown Rusty olive brown
loam loam
4 � 2�� _ 5 � 3 ' 10"- 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 - i
End of boring at 5 ' feet. End of borinq at 5 � feet.
Standing �✓u�er table : Standinq 4:ater tuble :
4 � g��
present at feet ot depth, present at feet of depth ,
lg hours �after boring . hours after boring .
Not present in hole Nc� present in hole X
hlottled soil : Mottied so� l :
Observed at 1-1/ 2feet of depth. Observed at 2 � feet of depth.
Not present in hole Not present in hole
Comments : Comments :
Locurion or Project Lot l , Block l , Coffinsite , Orono
�orin5s made by �-P ,e�tinq , Inc . Steve Schirmers _ Date 10-20-93
Classifiction Sy�tem: AASH� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : 1?ancl_ X , or Power , Flight , or Bucket X
Depth , I3oring number 5 Depth , Boring number 6
in 93, . g in 981. 4
feet Surfacc� elevation feet Surface elevation
J - - - -- -_-- _. ___ ---__ .---- O - -- -- _ _ _--
Topsoil dark brown Topsoil dark brown
loam loam
1 - 1 -
0 - 1-1/2 ' 0 - 1-1/2 '
Brown loam Brown clay loam
`' 1-1/2 ' - 2 ' 4" 2 1-1/2 ' - 2 ' 4"-MOTTLED 2 4"
Bro��n clay loam Rusty olive brown clay loam
2 ' 4" - 2 ' 10"-MOTTLED 2 ' 0' 2 � 4" - 3 '
3 - 3 -
Rusty olive brown
clay loam Rusty olive gray
sandy loam
� - 2 � 10�� - 4 � �� - 3 � - 4 �
Rusty gray loam
Rusty olive gray 4 ' - 4-1/ 2 '
loam Rusty gray bro�an loamy sand
- _ 4 ' - 5 ' S - 4-1/2 ' - 5 '
� _ � -
; _ � _
!
„ - 8 - �
I
----- --- ------ ---- - --- - �
I�n� oL :.;>ring at � � f������ . End of bori.ny at 5 � re��t .
._ '. __ .. -,t."- - _., _ - . - ... _. _., . :.- _ . -. .
. - ., .. .. :. .. _ _ _ _ . , _ : , �;___.�'_.,� �, t�� ,=. ��L ..._,�th ,
hours after bor�nc� . hcurs a�ter bo:inc; .
.:ot- [���c'�_, _rnt � n :i';le i�:�Ot nl:�s�,lt lri .,� : _
--��------ -- —�---
.�:��'_'_: .. ._ _ S�;]_ i : � /���/ .,�i;:'_ _ _, :� _� :� . .
. .. ' /I
Observecl at �-�r�- - Observed at 2 �` feet of d��pth .
— fe�t �.. ,.e��=i� . -
Not pres<�nt in :�ole tlot present in nole_
Co���ment; : Cor�ments :
Ct�i:l . ttOG627
PERCOLATION TEST DATA SHEET J
�a.m.
Percolation tcst readings made by �•-p TP s t-i ng, T n c- _ �n i n-�i -�3 starting ar �4�_ p.m.
�darr�
Test hole location. Lot 1 ,B 1 k. 1 ,C o f f i n s i t e Hole numbcr 1 , Date hole��as preparecl 10—2 0—9 3
Depth of hole botrom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Mcthod of scratching sidew�all KNlfe
2
Depth of gra��el in bottom ot hole in�he�
Date and hour of initial ��ater filling 10-20-9 3 ��tt5 t5�ir�tial ��ater fillin�� 12 inches abo�e hole bottom
�4ethod used to maintain at least 12 inches of��ater depth in hole for at leatit-1 hours AutomatiC siphon
, ti�t.iximum ����ter depth ahr��e h��ic bottom durin�,test 6 inches
Time Percolation
:imr interval, �te�isurement, Drop in ��ater rate, Remarks
minutes inches le��el, inchcs minutes per
inch
• Water rem ining in t st hole
8 : 43 9 : 13 6 3-9/16 8 . 4 30 min
9 : 24 9 : 54 ' " " " " "
9 : 55 10 : 25 j " " " " "
i ��
---- � - ------ --- �
I �
— - — ---- , -
i �
--- --------, �
1
�
P�rcolation rate = 8 • 4 minutes per inch.
C1�RT. n00627
. PERCOLATION TEST DATA SHEET
am
Percolationtestreadingsmadeby �—P TPsi-ing, Tnr. . on 10-21-93 startin�ar 8 : 44 p.m,
�eare� `
Test hole location Lot 1 ,B 1 k. 1,Cof f in s i te Hole number 2 . Date hole was prepared 10—2 0—9 3
Depth of hole bottom 12 inches, Dia�l�eter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidc���all Knif e
Depth of gra��el in bottom of hole 2 inches
10-20-93 2 : OOpm 12
Date and hour of initial ��ater fillin�, , Depth of initial ���ater fillin`� inches abo��c hole botrom
�1ethod used to maintain at least I� inches of water depth in hole for at least 4 hours AutOmdtiC S iphon
6
, Maximum water dcpth above h��le bottom durin�tese inches
Time � Percolation
:ime inter��al, � i�9easurement, Drop in water rate, Remarks
minutes i inches level, inches minutes per
� inch
' 8 : 33 refill I 6
8 : 44 9 : 14 ! " 1-13/16 16 . 6 30 min
9 : 23 9 : 53 " 1-3/4 17 , 2 " "
9 : 56 10 : 26 " 1-3/4 17 . 2 " "
�
-------I--------- — - - ------
--- ---- ---------- -. ._._---�-- ------ -
I
I
-- I - - i — �- -
I � � �
----- ----- ------ ------ - ---�- --- -
� j
-- i I I
-1
P�rcolation rate = 1� • � minutes per inch.
Ct��=:l .'nG0627
. PERCOLATION TEST DATA SHEET
Pcrcolationtestreadingsmadeby S—P Testing, Inc. o� 10-21-93 startinga� 8 ' 45 a:m:
«��ei
Lot1 ,Blk. l ,Coffin site 3 10-20-93
Test hole location , Hole number , Date hole�vas prepareci
Depth of hole bottom 12 inches. Diarneter uf hole 6 inches
Soil data from test hole: '
Depth, inches Soil texture
0 — 10" Topsoil dark brown loar,
10" — 12" Brown clay loam
Method of scratching sidewall Knif e
2
Depth of gra�el in bottom of hole in�he�
10-20-93 2 : OOpm 12
Date and hour of initial water filling , Depth of�nitial ��ater fillin�_ inches abo��e hole bottom
1�lcthod used to maintain at least 12 inches of���trr�lepth in hole for�t least-3 hours AutomatiC siphon
. �faxinnim���ater d��th abu��e hole bottom durin�test 6 inrhe�
Time Percolation
:ime interval, �ic�sur�ment. Drup in ���t�r rate, Remarks
minutes inches Ie�•el. inches minutes per
inch
� 6
" 1-7/16 20 . 9 30 min
�, " 1-3/8 21 . 8 " "
" 1-3/8 21 . 8 " "
I
� , i
I � �
--�- ----- -
---- � I I i - ---- � -
, ----_------�---- ------;- --I----
�
Percolation rate = 21 ' S min�ites per inch.
. �ERT. tt00627
. PERCOLATION TEST DATA SHEET
a.m.
Percolation test readings made b�� �—P TP S t'l Tl� ?Nc . on 10—21—9 3 starting at 8 : 4 6 P,m,
' rdnrN
Test hole location Lot 1 ,B 1 k. 1 ,Cof f in s ite Hole number 4 , Date hole H•as preparec� 10—2 0—9 3
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
A1ethod of scratching sidewall Knlf e
Depth of gravel in bottom ot hole 2 inches
10-20-93 2 : OOpm 12
Date and hour of initial water fillin�� , Depth of initial water fillin� inches abo�•e hole bottom
I�tethod used to maintain at least I� inchc�of��•ater depth in hole for at least 4 hours Automat iC s iphon
6
, Maximum ti�.iter depth above hole bottom durin�tes� inches
Time Percolation
�:ime interval. ' Measurement, Drop in w�ater rate, � Remarks
minutes i inches le��el, inches minutes per
� inch
' 8 : 33 prefill '; 6
8 : 46 9 : 16 i " 1-5/8 18 . 5 30 min
9 : 21 9 : 51 � " ° �� � „ „
9 • 58 10 : 28 � " " " � �� ��
i �
�
I ,
__ i — !
i i
— ' � � _
I ! �
, ,
i �
�
Pcrcolation ratc = 18 • 5 minutcs p�r inch.
. �L:.'i . tt0062%
PERCOLATION TEST DATA SHEET
S-P Testin , Inc. 10-21-93 8 : 47 a�"'�
Percolation test readings made by g on starting ac p.m.
�ea�e,
Lotl ,Blk. l,Coffin site 5 10-20-93
Test hole location , Hole number , Date hole���as preparec1
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches � Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching side�vall Knif e
2
Depth of�ravel in bottom of hole inche,
10-20-93 2 : 00pm 12
Date ancl hour of initial �vater filiine . Depth of initial ��ater fillin�= inches above hole bottom
�lethod used to maintain at least 12 inches of�,at�r depth in hole for at least 4 hours AutOmatlC siphon
, \1a�imuni�+ater clepth abu�e hole bottom�lurin�test 6 inrhe�
Time Percolation
;ime interval, �t�a�urement. Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
' 6
" 3-1 16 9 . 8 30 mir�
��2fJ � � • 5 0 " 3 10 . 0 �� ��
��� �� �� �� ��
�
�
� �
I
I
_ I - . _- I _� -_--
� � I ___
( I
Percol�uicm rate = 9 ' 9 minutes per inch.
CE'RT. �00627
. PERCOLATION TEST DATA SHEET
m
Percolation tcst readings made by____�—P Testinq , Inc. on 10-21-9 3 starting ac 8 � 4 8 m.
�mr�i
Test hole location Lot 1 ,B 1 k. 1,Co f f in s i te Hole number 6 , Date hole��as preparecl 10—2 0—9 3
Depth of hole bottom 12 inches. Diameter of ho(e 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Kni f e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water fillin� 10-2 0-9 3 ��P��of initial �vater filling, 12 inches abo��e hole bottom
;�9ethod used to maintain at least I'_ inches of���ater depth in hole for at least 4 hours AutomdtiC S lphon
6
_ _ , Maximum �vater depth above hole bottom durin��tese inches
Time Percolation
:ime interval, �leasurement, Drup in water rate, Remarks
minutes inches levei, inches minutes per
inch
• 8 : 33 prefill 6
8 : 48 9 : 18 I " 3-3/8 8 . 9 30 min
9 : 19 9 : 49 " 3-1/4 9 . 2 , " "
10 : 00 10 : 30 I " 3-3/16 9 . 4 " "
I �
i
I
' i ----- ' �
— � — --- - � �— _
� � � i
; ; �
---------------- -----�-
, -- ---
� I_ _ �
_ I
Percolation rate = 9 • 2 minutes per inch.
DA TIM/E�/�
CITY OF ORONO CALLED IN � � iC%4Y
INSPECTION NOTICE 1 Sc.1 SCHEDULED �y���
PERMIT NO. '� ''� � COMPLETED
ADDRESS �J
OWNER CONTR. 1�� �
TELEPHONE NO.
� DESCRIPTION �YI
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINA� STAL 22 FOLLOW-UP
Q
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
� COMMENTS: � —
� �r J!n � �o
� � � c�J-a /�-��'s
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d �l WORKSATISFACTORY:PROCFED I: PROJECTCOMPLETE
��C� CORRECT WORK 8 PROCEED
W f 1 ISSUE CERTIFICATE OF OCCUPANCY
O C l CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. - pHOTOTAKEN
INSPECTOR WILL RETURN
f CITATION ISSUED
C STOP ORDER POSTED.CALL INSPECTOR
[] INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor ite-
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO ,�C CALLED IN �
INSPECTION NOTICE �V�`� � SCHEDULED — ---- /I ,��
PERMIT NO. � COMPLETED �
ADDRESS � ���= � �
OWNER CONTR. � 4�.-
TELEPHONE NO.
� DESCRIPTION
� O1 FOOTWG 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 AINT. 21 COMPLAINT
J 07 DEMO-FINAL 1 SEP STA 22 FOLLOW-UP
Q
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO M ET�YOU:_Y'ES_NO
� COMMENTS: � � �
�
� -� / I
a � ' �
j �-- /
o e �
a
�
0
�
w
�
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� /I WORK SATISFACTORY:PROCFED _' PROJECT COMPLETE
W f: CORRECT WORK&PROCEED - ISSUE CERTIFICATE OF OCCUPANCY
� l I CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
C! CORRECT UNSAFE CONDITION WITHIN HOURS. —, pHOTO TAKEN
INSPECTOR WILL RETURN
Cl STOP ORDER POSTED.CALL INSPECTOR
- CITATION ISSUED
C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next i spe ion 24 hours in adv nce.473-73 'rJ7
OwnerlContractor
Inspector. � � � � �
White Copyllnspector's File Canary CopylSite Notice
T
CITY OF ORONO CALLED IN ����
INSPECTION NOTICE /� a �q SCHEDULED � �
PERMIT NO. ` COMPLE `
ADDRESS ��
OWNER CONTR. d
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WA�L 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
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL �_ 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO ME YOU:_YES_
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� ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE
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� ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
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� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL REfURN
❑ STOP ORDER POSTED.CALL INSPECTOR ` ' CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ne t in pection 24 hours in a vance.473-7357
Owner/Contractor e:
Inspector. �
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