HomeMy WebLinkAbout1996-008203 - new septic system PERMIT
CITY OF ORONO PERMIT TYPE:
1 2750 Kelley Parkway- P.O. Box 66Permit Number: Es ►��� WATER
Crystal Bay, Minnesota 55323 6}{ =�i�i-
(612) 473-7357 Date Issued: 07/31/9-
SITE
7/::1/9-SITE ADDRESS:
6 O THOR13UGHBRED LA
CH
P. I .N. , 04-117-23-11-0017
DESCRIPTION:
NEW SEPTIC: SYSTEM
Sewer 6 Water Permit. Type NEW SEPTIC SYSTE
Sewer & Water Werk Type RESIDENCE �
I
REMARKS:
II
FEE SUMMARY:
Ba
se
� .Fee $i00 .00(
Total Feta $100. 50
CONTRACTOR: - Applicant - OWNER:
PAIN+:SDE BROTHERS 54287.39 LECY CONSTRUCTION INC
23200 109TH AVE N 10340 VIKING DR
Ri�GERS MN 55374 EDEN PRAIRIE MN 55,344
(61'2) 428-739 944-9499
THE UNDERSIGNED HEREBY_REQUESTS' PERMIT `JON T � � THE � �y S
SPEC I F IEQ_,,AND AGREES; tO00 ALL
WOMK ITRICT 010k, 1"A
H,..
+IORONC, ORDINANCE AND STE, "UF M I NNE-SOTA ;1I L.DING*°. E .I E TS,
L
APPL CANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
7
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MIN 55323
JOB SITE ADDRESS:_2
Occupancy Type: Residential �_ Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: ec y �.��,% 7-,�� PhoneNumber-
Mailing Address:d7�_
p City: �70� /(�a%�� zip: 5Contractor's Nam � „r,� / � - Phone Number: qZ'3 -7 3g3
Mailing Address: Z 3 zc u /0Z Zr ,kc City: �'a(���s Zip-_:S S3 7
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour
4hour notice is required for all inspections.
4
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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:
A. Tanks: (/Precast Concrete _ Other Manufacturer Gull, S
Tank Capacities: 1) /ZSo gal. 2) l000 gal. 3) j ZSo gal.
B. Pump Station (if require
Pump make & model u Leo S 3 S 7/ - (attach pump curve &
literature); system design requires -?9 gpm at 'Z 3 feet of head.
High water alarm make & model Aqa2 Outside
electrical work to be completed by installer electrician Z--'
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions l0 'x 6 '
Drop Boxes Sand bed dimensions � D 'x 9 '
Distribution Box Pressure Dist. Pipe Diam.
/Maniford Pipe Diam. Z, '
D. Final Cover/Topsoil to be: Z- borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: Date: z 5 %05'
MPCA Certification No.: 3 4
Staff Review: Approval De i {
Reviewer: 'J Date:
Reason for Denial:
Goulds
Submersible
Effluent Pump
EP04
3871 EP05
APPLICATIONS • Fasteners:300 series • Fully submerged in high ■Motor Housing:Cast iron
Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer,
following uses: • Capable of running lubrication and efficient strength,and durability.
•Effluent systems dry without damage to heat transfer. ■Motor Cover:Thermoplas-
•Homes components. Available for automatic and tic cover with integral handle
•Farms Motor: manual operation.Automatic and float switch attachment
p models include Mechanical '
•Heavy duty sum • EP04 Single phase:0.4 HP, points.
• 115 or 230 V,60 Hz,1550 ■Power Cable:Severe du
Water transfer RPM,built in overload with Float Switch assembled and �'
•Dewatering preset at the factory. rated oil and water resistant.
automatic reset.
■Bearings:Upper and lower
SPECIFICATIONS • EP05 Single phase:0.5 HP, FEATURES heavy duty ball bearing
115 V,60 Hz,1550 RPM, construction.
Pump:EP04 built in overload with ■EP04 Impeller:Thermo-
• Solids handling capability: automatic reset. plastic Semi-open design
1/4'maximum. • Power cord:10 foot with pump out vanes for AGENCY LISTING
• Capacities:up to 55 GPM. standard length,16/3 SJTO mechanical seal protection. SA- Canadian standardsAssociatioh
•Total heads:up to 24 feet. with three prong grounding
• Discharge size:11/2"NPT. plug.Optional 20 foot ■EP05 Impeller:Thermo- (CSA listed model numbers
• Mechanical seal:carbon- length,16/3 SJTW with plastic enclosed design for end in"F"or"AC".)
rotary/ceramic-stationary, three prong grounding plug improved performance.
BUNA-N elastomers. (standard on EP05). ■Casing and Base:Rugged
•Temperature: thermoplastic design provides
104°F(40°C)continuous superior strength and
140°F(60°C)intermittent. corrosion resistance.
• Fasteners:300 series METERS FEET
stainless steel. 10
• Capable of running ------- -- - - -— - -- — �---
dry without damage to s 30 --W[ �5GPM
components. _
Pump:EP05 8 --- - -- '�-2.5FT ---
• Solids handling capability: 0 7 25
3/4"maximum. W ----- ------ -- - —
• Capacities:up to 60 GPM. x s 20
•Total heads:up to 31 feet.
• Discharge size:11/ NPT. z 5 - -- -- -
• Mechanical seal:carbon- }
rotary/ceramic-stationary, Q 4 15
BUNA-N elastomers.
•Temperature: 3 10
104°F(40°C)continuous !
140°F(60°C)intermittent. 2 - - —'--— EP04--
5
0 00-
10 20 30 40 50 GPM
L -LL
0 2 4 6 8 10 12 ml/h
CAPACITY
®1995 Goulds Pumps,Inc. Effective May,1995
83871
Goulds
10 Submersible
s
Effluent Pump
7
6 _
9 - EP04
53871
4 EP05
2 �
DIMENSIONS PARTS
(All dimensions are in inches.Do not use for construction purposes.)
Item
No. Description
1 Impeller EP04/Impeller EP05
t
2 Rugged thermoplastic base
3 Rugged thermoplastic
pump casing
' 4 Mechanical seal
11 MAX. .. 5 Ball bearings
7/z ti y K 101/8 _ 11/2NPT 6 0-rings
7 Power cord
8 1 Oil filled motor
9 Cast iron motor housing/
41/2— " stator assembly
117 '/e 10 Thermoplastic motor cover
9'/4
6"MINIMUM WATER LEVEL WHEN
SUPPLIED WITH FLOAT SWITCH
MODELS PERFORMANCE RATINGS
Order No. HP Volts Phase Max. RPM Solids Power Cord WIS. Total Head Gallons Per
Amps Handling Length (lbs.) Minute
(ft.of water) EP04 EP05
EP0411 115 12 10' 20
EP0411A 4/110 115 12 10' 21 —
5 5 53 46
62
EP0411F' 115 1 12 1550 3/4" 20 20 15 36 56
EP0411AC' 115 12 20' 21 20 21 47
EP0511F' 1/z 115 E13 20' 21 24 0 38
EP0511AC' 115 1 13 20' 21 28 — 24
"A"denotes automatic operation.Pump includes float switch. 31.5 — 0
"F'denotes CSA listed with 20 foot power cord.
"AC"denotes automatic operation,CSA listed with 20 foot power and switch cords.
`CSA listed units.
"230 V models consult factory.
[qGOULDS PUMPS. INC.
WATER TECHNOLOGIES GROUP
sENECA r-AUS NEW,M 3148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED : 3 0
PERMIT NO. 3 COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 M HANICAL RI 18 EXCAV/GRADING/FILUNG
y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO—SITE 27 SEPTIQ MAINT21 COMPLAINT
07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING 38 FOUNDATION REMOVAL
2 OWNER/ TO MEE Y YES T N.O,
COMP E S: SSI:
a
J
0
cc
0
2
W
Cr
Q
Z
W
W
cc
OWORK SATISFACTORY.PROCEED
W u PROJECT COMPLETE
0;I ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. G PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contract
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
r
Q t' •4 J�a'x, J CITY OF ORONO
' SEPTIC SYSTEM APPROVAL
K
( ,�11ITY of ORONO
05.4
to i FC£2`S Municipal Offices
Post Office Box 66
Crystal Bay,Minnesota 55323-0066
kESTd0
LOCATION: 2600 Thoroughbred Ln.
OWNER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S-P Testing REPORT DATE: May 12, 1994
The City of Orono has Approved your on-site system design as of June 18, 1996
(approved-disapproved) (date)
with the following comments:
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion,and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ON
By
jv ahffof�j�so�_
Stephen c an, On-site-Sy-stems Manager
TELEPHONE—473-7357 9 FAX-473-0510
S–P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
May 12, 1994
Tandem Properties
Lot 15 ,Block 2
Dickey Site
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped - LrB - Lester loam.
A seasonally high water table was located at 18" to 26" , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
Mound System will need to be installed. The bottom of the rock
bed must be located at least 3 ' above the seasonally high water
table.
The soils at a depth of 12" have a percolation rate averaging
9 . 8 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply lire 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 with a light 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
f
t
Lot 15, Block 2
Dickey site
(2)
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
with proper installation and maintenance, this system should have
no problem in treating septic effluent effectively.
Nothing other than 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 tanks by a certified pumper
every year if you have 1 tank & every 2 years if you have 2
tanks to insure proper maintenance.
� r
Seven $: Schirmer-9—
SBS/ds
i
i
+e33.3 Tu337
3S w w
Y �4 3y 3r� L(1 3 30 ?o
-FREES -0POS -J ,O3L7 i ,033.1 ''k—! io 3i.s
\ t
't l ar
\--
0
iw.8 9r \ - �o3a 8
�`-► _-1 R R F1- r_ L
-5 - / — —
io>49 �(o of iw8.d /M� /< Q� �R� 4 14'f�Sfr - LO �?Cgs�L'�1O1-►
1 io�r 3
O a
=7C=1L Fro zogv. LDt�1l� IaRD�4fGS�LJ _
Percolotion Tests Scole=
XSoil Borings
yob 0 Bench Mork
Note- This system is to be constructed to meet
�� Sol 15 the thr-nesoto Pollution Contro+ Agency
Low 'A Chapter 7080 & .Local Ordinance
PMEiZ fT 140. __
Check all underground utilities
APPROVED As SUBMITTED
RPPRC�VED V'vtTH C;O�3O��1 A'
NOTED
OWED — W.RREC7 & RESUBMIT PRC°ERTY OF:N)
��/��,;► ///��/► �y'' she"lee Mwo
� �� i Ness c3mpimir 3 are for your tnfarm --
'f//' �/ n fad: ca�rSji*u vg i at! aWAt w a��d In Ilk �ur�
�J /� / oeiGreRta+ s inslt;ciing t4arms rtOt al b .
(17 � KE#�' Tk#YS PLp9^t �f �"f BITE 19tT flLt �' .
s-P rEsriivG INC. ,
Des i,ned By --
Cote PN. 6:2 -497-3566 \
e)
o
Ob I 1012 0.7
t.as,a++o o t '
SET- BACKS �__ I 1 1. /O'
HOUSE ( System must be:
Tank 2' from property lines X- 5�-�c�1.1 Psi SQL LJ c,:Z�A
2:f from wells
from b;dgs.
f'�'• Treatment area —'from lakes streams
' ' NOTE=Power supply and switches must be located in a
Treatment area 3& from property lines
MaPRoLL5 -i» ►-0 ' 715from wells weather proof enclosure outside the pumping chamber and manhole
t3gcCF►cc.. 'from Bldgs.
�—-� J-0 from trees �+ SOIL BORING ELEVATIONS
e I II
�Qmin. THVI EL.-q=LZ -30Ata -10-.9,4
da.su I i_ grade % TH. 2 EL.-L3.2.'�
Tank �- Tank. - Ia" TH"3EL:L�3.6�
Drop to Tank- PRESSURE DISTRIBUTION MOUND SYSTEM TH~4 E �L°�,
�� � U I GMK'« mA•��fop L .
Min. I toe , i TH. 5 EL-L4�'L`
Pumping
Max.l'to4' �r�P � 1-1 Y_ SH•R_.\_ock) Chamber ELEVATION at PROPOSED PUMPING
-4-'Io 6 dia.pipe
CHAMBER-1 ZL04*v) RAmY I019.D I
Q�gor-�, -•roQ. o'rr S��1L -'lo�g.�{
SYSTEM DESIGN -MOUND ►► Lows-C �Z.Dop--1 p1�.v;
TYPE-;9t., -5- BEDROOM , Average percolation rote 2.` min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) , - i
gal./day z.83sq.ft/gal.L_-kk sq.ft.of treatment area +10% =�_4sq.ft. (= IOft.width=_`-ft.!ength of bed area+side slope run-4-to I x�height=.0 ft.x�ft.lawn area needed)
Clean rock needed- 4-44 sq.ft.treatment area x/,0!97' depth of rock 01S;"cu.ft=27=_3._2cu.yds,(3/4'to 21/,'dia. ,indudes 2!'of rock above pipe)
wsv
Clean sand fill below rock needed 22,0 cu.yds. approx. , sandy loom back fill _au.yds.opprox., topsoil 6" O3 cu.yd.
CZ_SCO!!\1^END -CO AVO ao°7o '�o 'C"oPSo��.FOE- 1RK4t�Jt"f�� SWP��'�f---G►�Yv_
Number of tanks required-.QL.-, Ist tank&_�O_gol. ,2nd ionk j2l2Q gal.rTinirTxms FW s Pel m P1 N uR-
Pumping chamber capacity- 25% of doilysewage flow of Ob�L go!.=1`L`_gal.+reserve storage of 150---1/BR7-.M!21 gol.+pipe bock drainage— PROPERTY 0 ,r N l V �-4 5
!=
of_1lgol./IOOlin.ft.of3"dia.supply pipe, lin.ft.neededl��, 23 gol.+manifold J_,�_gol./IOOt;rlftof_2,"dia.pipe,ln.ftneeded-0- ,3-_gol. LD"rrl5 , -C1"ze_1L
total capacity needed9LA gal.(plus area for pump) uss m,n. J�,.!r0 gal.caP, e � p,� X1 Qk
`
Distribution
pi�pe 1L1"dia. ,� i_lxft., l3Z dia. perforations ala apart
Pump size r hp. (pumpoble capacity 24% gal. 4cydes/day) j,to�Sc�Aa-U�.._ S-P �TES
T�NG N .
Note: When constructing bed 7 , tnis area should be shaped Note= Distance- from treatment area to neighboring welts— Designed 9y ^ 63
'�"—
to divert run-off from entering treatment area. 'Naffi4 t) -
Dce PH, 612-497-3566
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW Estimated Sewage Flow in Gallons per Day(gpd)
Estimated I gpd Number
or measured - x 1.5 = gpd. Bedrooms Type Ie II Type III Type Iv
2 300 225 180 Eos
3 450 300 218 of
B. SEPTIC TANK LIQUID VOLUMES 4 600 375 256
5 750 450 294 ;e
l-la_S() c� /0 0 6 gallons 6 900 525 332 the
7 1050 600 370
8 1 1200 1 675 1 408
C. SOILS(refer to site evaluation) II -
1. Depth to restricting layer = a inches sem o� I =mo`umber ��
2. Depth of percolation tests = i d inches v� `$"-)
3. Percolation rate C1. mpi 23or4` 17000 1.5 o
4. Land slope 5 % 7 or s 2,00000
over 9 See 6g.C-6 (z 1S)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer.A x 0.83 =
5o gpd x 0.83 sq. ft./gpd = sq. ft.-+td�),=WN
2. Select width of rock layer(10 feet or less) _ /0 ft.
3. Length of rock layer= area_width= Rock Bed
[,,,qL4 sq. ft. lo ft. =L.�yl ft. ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,
J•r•J•J•r•J•r•J•r r•r•r•r•J•J•J•
r•J•r•r•r•J•r•r•r J•r•J•J•J•J•r• tdth 510 ft.
•r•r•J•r•J•J•r•J•r•r•J•J•r•r•r•r•
E. ROCK VOLUME �- Length
1. Multiply rock area by rock depth to get cubic feet of rock;
LtLL sq.ft.x x:S ft. = /))� cu. ft.
2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
cu.ft. 27= �-) cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a11 cu. yd.x 1.4 ton/cu. yd. _ tons.
F. ADSORPTION WIDTH L A Ii t r►�,
Absorption Width SizingTable
1. Percolation rate in top 12 inches of soil is mpi Percolation Raw � „ ,
Minus pR inch Soil Texture p,d y bod
Wias .beoam
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse-Sand 1.20 1.00
gpd/ft'- 0.1 toy Sand 120 1.00
0.1 to 5 Fine Sand- 0.60 2.00
6 to 15 Sandy Loam 0.79 1.52
3. Calculate adsorption width ratio by dividing rock layer 16 to 30 Loam o.60 2.00
g 31 to 45 Silt Loam 050 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2.67
1.20 gpd/ft2,- r 4 S gpd/ft2 = .(�� Slower than 120 Clav 024 5.00
"Soil having.309E or more of fine or very fine sand-
4.
and4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
;),L7 x /0 ft = atom. ft
G. f DOWNSLOPE DIKE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
a c�
ft- o ft=_) ) feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of dean sand fill at upslope edge of rock
layer: Separation ).Z- feet
b. Multiply rock layer width by landslope teor Cover
to determine drop in elevation; root Re eo
Slope Difference Seperettoe feet
0 x�_%i UpsloDe WI
100 = feet Slope Difference �� et
Otn
c. Add depth of dean sand for separation (2a) feet Rock Bed Width
at upslope edge,depth of rock layer(1 foot) to depth of �feet Downslope Width
cover(1 foot) to find the mound height at the upslope edge feet
fi
of rock layer;
1.Z ft+ lft+ lft= .Z feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of .3 3
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.-z x = I feet
f. Add depth of dean sand for slope difference (2b) at
downslope edge,to the mound height at the upslope edge
of rock layer(20 to find the downslope height;
�ft+eft= 2,1) feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of S.D
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:-3,1-) x e- =_L°L feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
10, feet 1 UD9OD8 W1Dt
j. Total mound width is the sum of foot
upslope dike (G.2e)width plus rock Rocr Ee°Width ;!
layer width (D.2)plus = ,o f.a
G UDs10De W1Dln UDL10De W101n
downslope dike width(G.2i); o '' foot �!feet
�Lft+ _ft+ a ft= _�� feet
k. Total mound len is the sum of p0We510pB W1O1n
length � �_feet
upslope dike width (G.2e)plus rock laver `
length (D.3)plus upslope dike width (G.2e);
I I ft+ Lcl_ft+ 11 ft feet t
1 h (.0 V IC)F Total Lenptn /o
mwlislope Lpslope
3:1 l•1 5:1 6:1 7:I 3:1 41 5:1 6:1 7:1 8:1
%slope
0 3A 40 5.0 60 7.0 3.0 4.0 5.0 60 i.0 8.0
1 3.09 4.17 526 6.18 7M 2.91 3.65 4.76 5.66 6-54 7.41
2 3.19 435 556 6S2 8.14 283 3.77 454 536 614 6.90
3 330 454 5.88 7.32 6.86 2.75 3 2 435 5.08 5.79 6.45
4 3A1 L7_¢.,� 625 7.59 9.772 268 3.�i.,, 4.17 4.84 5.46 6.06
10.77 _ _ 261 x.35 4.00 4.62 5.19 5.71
6 3.66 526 7.14 938 12.07 254 3.21 3.8.5 4.41 4.93 5.41
7 3.80 556 7.69 i034 1373 248 3.12 3.70 423 4*'IV 5.13
8 3.95 SBS 833 1154 15.91 242 3.0 357 4.05 4.49 4.88
9 4.11 6.25 9.09 13.04 18.92 236 294 3.45 3.90 430 4AS
10 429 6.67 10.0 i5.00 2333 231 286 333 3.75 4.12 4A4
11 4.48 7.14 11.11 1'.50 30.43 2.26 273 323 3.61 3.95 426
12 4.69 7.69 1250 2..43 43.75 221 270 3.12 3.49 3.80 4A8
' F-17
PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: cede.
Gravity Distribution
Tope"1
1. Minimum suggested is 600 gallons per hour 00 gpm)to stay ahead ofFalw_ �eNe, k Id tow
water use rate.
.ire..e...„rove.,
2. Maximum suggested for delivery to a drop box of a home system is 2,700 0-t-deIee Ne,uon�h
wa coo Nen. Teo
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. P1ee _At Leee' ,Z•„Edge
. Fred or R-9 LOW
Pressure Distibution Cs.-S.W " P.I'a on<`1-1 od O1
Bei..,..,L.,.Iai
3.a. Select number of perforated laterals 3
S-0-
b. Select perforation spacing= feet. 'Wad�0"So";�1Ne
C. Subtrac 2 ft.from the rock layer length.
,- -2 ft.=��feet
d. Determine the number of spaces between perforations.
Length perf.spacing= (,�, ft.+ -, ft.= spaces Required Perforation Discha�ge
e. a. spaces+1= D'1% perforations/lateral in g��Per minute(SPr>
f. Multiply perforations per lateral by number of laterals to '2J3ej D s dge mm
get total number of perforations.- x P � = G��i perforations. (feet) �z s ad s
1.0a 0.74
SELECTED PUMP CAPACITY gpm 2.Ob 0.80 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
I �j feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
Read friction loss in feet per 100 feet from table. Point of Discharge
F.L.= ').Co ft./100 ft of pipe T/c2;-'
b. Determine total pipe length from pump to discharge Elevation Difference
point. Add 25 percent to pipe length for fitting PumpIC-1
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
I J f- x 1.25= 1<_J feet 1.5 inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying 8Pm F;cucn Io,W 100 ft of pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= / 5-(- x � . h -100= H _feet 10 0.69 0.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
1 Ll + < + :5 3.73 1.11 0.16
(1) (2) (30 30 5.23 155 0.23
35 7.90 2.06. 0.30
40 11.07 2.64 0.39
TOTAL HEAD a feet 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection 60 5.60 0.82
1. A pump must be selected to deliver at least
gpm (Step A) with at least = z,. feet of total head (Step B).
CERTlI'1� �'I'10[J 1t 00627 l,c 1 _:_01 1 1301 iris
Location or Project Lot 15 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 4-18-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Band X or Power Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 1028 . 3 feet Surface elevation 1030. 7
0 - - — — 0 - --- -- -
Topsoil dark brown Topsoil dark brown loam
loam 0 - 8"
1 - 0 - 1 ' 1 -
Brown clay loam Brown clay loam
1 ' - 1-1/2 ' -MOTTLED 1 1/2 '
2 - Rusty olive brown 2 - 8" - 2 ' 211-MOTTLED 2' 2"
clay loam
1-1/2 ' - 218-" Rusty olive brown
_ _ clay loam
3 Rusty olive brown 3
sandy loam
21211 - 311011
4 - 21811 - 4 ' 4 -
Rusty olive gray Rusty olive brown
loam loam
5 - 4 ' 5 ' 5 - 3 ' 10" 5 '
6 - 6 -
7 - 7 - I
8 - 8 -
End of boring at 51 feet. End of boring at 51 feet.
Standing water table : Standing water table :
present at 4 ' 3" feet of depth, present at feet of depth,
21 hours after boring . hours after boring .
Not present in hole Not present in hole X
Mottled soil : Mottled soil :
Observed at 1-1/2 'feet of depth. Observed at 2' 2" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-i3
CERTIFICAT10i� 00627 LG(js of Soil 130rin(45
Location, ,or, Project Lot 15 , Block 2, Dickey Site, Orono
Borings made by S-P Testing, Inc . Steve Schirmers Date 4-18-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 1032. 8 feet Surface elevation 1032. 4
0 - -- -- 0 - ----- --
Topsoil dark brown loam Topsoil dark brown loam
0 - 8" 0 - 10"
1 _ Brown clay loam 1 _
Brown clay loam
8" - 1 ' 10"-MOTTLED 1' 1( "
2 - Rusty olive brown 2 - 10" - 2 ' 2"-MOTTLED 2' 2"
clay loam
. Rusty olive brown clay
1110" - 3 ' 2 ' 2" - 3 ' loam
3 - 3 -
Rusty olive brown Rusty olive brown
loam silty loam
4 - 4 -
3 ' - 5 ' 31 - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
I
8 - 8 -
End of boring at 51 feet. End of boring at 51 feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours after boring . hours after boring.
Not present in hol.- X Not present in hole X
Mottled soil : Mottled soil :
Observed at 1 ' 10" feet of depth. Observed at 2l2l, feet of depth.
Not present in hole Not present in hole
Comments : Comments :
C1�RTll,i��17'IOIJ 4 00627 oif -._oil Bori[I(A
Location or Project Lot 15, Block 2, Dickey Site, Orono
Borings made by S-P Te�tinq, Inc. Steve Schirmers Date 4-18-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Hand X or Power Flight or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1029 . 6 feet Surface elevation 1027. 4
Topsoil dark brown Topsoil dark brown
0 - 11 loam loam
Brown clay loam 0 - 11211
Brown clay loam
2 2 ' -MOTTLED 2' 2 1 ' 2" '
- 1 ' 10"-MOTTLED 1
- -
Rusty olive brown Rusty olive brown
clay loam clay loam
3 3 - 1 ' 10" - 3 ' 2"
2 ' - 3-1/2 '
_ Rusty olive brown Rusty olive brown
4 sand
loam 4 y loam
3-1/2 ' - 4 ' 10"
5 - Rusty olive brown silty loan 5 -
3 ' 2" - 5 '
4110" - 518"
Rusty5 ' 8" - 6 ' o1}oambrown
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 6 ' feet. End of boring at 5 ' feet.
Standing water table : Standing water table:
present at feet of depth, present at 4 ' feet of depth,
hours after boring. 21 hours after boring.
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 2 ' feet of depth. Observed at 1 ' 10" feet of depth .
Not present in hole Not present in hole
Comments : Comments :
CERT.#;,Q0627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 1: 09
Pcrcolation test reading, made by on starting at
Lot15 ,B1k. 2,Dickey Site 1
Test hole location . Hole number . Date hole was prepared
Depth of hole bottom 12 inches. Diameter of hale 6 inches
Soil data from test hole:
Depth. inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching side\vall Knife
Depth of gravel in bottom of hole 2 inches
4-18-94 10 : 00am 12
Date and hour of initial water filling . Depth of initial \\ater filling inches above hole bottom
Method used to maintain at least 12 inches of eater depth in hole for at least 4 hours Automatic siphon
Maximum\%iter depth above hole bottom durin�t,test 6 inches
Time Percolation
ime interval. Measurement. Drop in water rate. Remarks
I
minutes inches level. inches minutes per
inch
12 : 50 prefill 6
1 : 09 1: 39 5 1 6 . 0 30 min
2 : 00 2: 30 4-3/4 ; 6. 3
2 : 31 3: 01 4-5/8 6 . 5 "
I
I
I
i
Percolation rate = 6. 3 minutes per inch.
CERT.4,00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 1: 19 a.m.
Percolation test readings made b}' g onstarting at
Lotl5 ,B1k.2,Dickey Site 2 4-18-94
Test hole location Hole number Date hole was prepare
Depth of hole bottom 12 inches. Diameter 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 sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches
4-18-94 10:00am 12
Date and hour of initial water filling , Depth of initial water filling—inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au t aria t i e G i nh nn
Maximum%%ater depth above hole bottom during test6 inches
Time Percolation
ime interval. Measurement. Drop in water rate. I Remarks
minutes inches level. inches minutes per i
inch
12 . 50 prefill 6
i
1 : 19 1: 49 2-7/8 10. 4 30 min
i
2: 20if tv
2 41 3 11
I
I
i
I
I
'
Percolation rate = 10 . 4 minutes per inch.
CERT. 400627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 1: 17
Percul:.tier. ., n n:: h� on :tartintl.at m.
Test hole location Lotl5 ,Blk. 2,Dickey Site Hole number 3 Date hole was prepared 4-18-94
Depth of hole bottom 12 inches. Diameter 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 sidewall Knife
2
Depth of gravel in bottom of hole inches
4-18-94 �0 : ROm. 12
Date and hour of initial water fillin2 epi o initial \vater f i I I i n 0 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum a ater depth abo\e hole bottom during test inches
Time Percolation
ime interval. Measurement. Drop in water ! rate. Remarks
minutes inches le\el. inches minutes per
inch
12 : 50 prefill 6
1 : 17 1: 47 2-3/4 10 . 9 30 min
1 : 52 2: 22 i 2-5/8 11.1
2 : 39 3 : 09 2-9/16 11. 7 "
i
!
i
i
i
Percolation rate = 11 . 2 minutes per inch.
CERT. #00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 4-19-94 1: 15 a.m.
Percolation test readings made by on starting a p.n\
Lot15 ,Block 2, Dickey Site 4 "'" 4-18-
Test hole location . Hole number Date hole was prepared
12 6
Depth of hole bottom inches. Diameter of hole inches
Soil data from test bole:
Depth.inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches pp
Date and hour of initial water filling 4-18-9 4 De�thUffir ffial water filling 12 inches above hole bottom
!Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum water depth above hole bottom during test inches
Time Percolation
ime interval, Measurement. Drop in water rate, Remarks
minutes inches level. inches minutes per
inch
12: 50 prefill 6
1: 15 1: 45 1-7/8 16 . 0 30 min
1: 54 2: 24 "
2 : 37 3 : 07 "
i
Percolation rate = 16 . 0 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing. Inc. a.m.
Percolation test readin��� trade b1' on 4-19-94 startingat- 1: 11
Test hole location Lot 15 ,B 1 k. 2 ,Di.ekey Site Hole number 6 Date hole was prepare�l4-18-94
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 sidewall Knife
2
Depth of gravel in bottom of hole inches
4-18-94 60 . OQam 12
Date and hour of initial water filling , epth o mtual%%ater filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum skater depth above hole bottom during test inches
Time Percolation
.'ime interval. Measurement, Drop in water rate. Remarks
minutes inches level, inches minutes per
inch
12 : 50 prefil1 6
1 : 11 1: 41 ! 4-7/8 6. 2 30 min
1 : 58 2: 28 4-3/4 6. 3 it "
2: 33 3: 03 4-1/2 6.7 "
i
I
I
i
Percolation rate = 6 ' 4 minutes per inch.
CERT. #00627
PERCOLATION TEST DATA SHEET
a.m.
Percolation test readinL�,made by S—P Testing. Inc. on 4-19-94 starting at 1: 11 nri.
Test hole location Lot 15,B1 k. 2 ,D1Ckey Site Hole number 6 Date hole was prepared4—18—9 4
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 sidewall Knife
2
Depth of gravel in bottom of hole inches
4-18-94 ;0 •O atn. 12
Date and hour of initial water filling epih o initial .cater filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
Maximum eater depth above hole bottom during test inches
Time Percolation
ime interval. Measurement. Drop in water rate. Remarks
minutes inches level, inches minutes per
inch
12 : 50 prefil1 6
1: 11 1: 41 4-7/8 6. 2 30 min
1: 58 2: 28 I 4-3/4 6. 3 "
2: 33 3: 03 4-1/2 6. 7 "
I
i
i
I
Percolation rate = 6. 4 minutes per inch.
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. &Z 0 3 COMPL gD
ADDRESS ✓fl
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION 0501111idl I L AL7L
01 FOOTING 11 MEC ICAL RI 18 EXCAV/ORADINO/FILLING
H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
v 07 DEMO--SITE 27 SEPT 21 COMPLAINT
tQ 07 DEMO—FINAL 15 SEPTIC INST 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBI / 36 FOUNDATION REMOVAL
OWN NTRA TO MW YOU: —YES NO
y COMMEN - =
W � �
a
cc
0
2
W
c
Q
f2
2
W
W
cc
O
W C❑WORK SATISFACTORY.PROCEED PROJECT COMPLETE
0; ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on site:
Inspector.
White Copynnspectoes File Canary Copy0te Notice
r/
DATE TIME
CITY NO CALLEDIN
INSPECTION
NOTI5E SCHEDULED
PERMIT NO. 3 COMPLET _
ADDRESS
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADINGMLLING
H 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
C 03 INSULATION 24/25 WOOD SURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALT.BD. 12 WATER HOOK-UP 17 SITE INSPECTION
tiQ 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
v 07 DEMO--SITE 27 SEPTIC MAINT. 21 COMPLAINT
W 07 DEMO--FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
Q 10 PLUMBING �''": 36 FOUNDATION REMOVAL
OWNER/CQ &1 r EET YQU: NO
�Z/
COMMENTS:"
W ! 7_0
a Y
O
cc
O
W
W
QC
Q
12
2
W
O
W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContracte:
Inspector:
White CopyAnspector's File Canary CopylShe Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE 3 SCHEDULED
PERMIT NO. COM L ED
ADDRESS
OWNER CONTR. P
TELEPHONE NO.
DESCRIPTION
Uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADINWRLUNG
�Q02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETL ANDS
0 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
T
05 FINAL 14 SEWER HOOK-UO 06 PROGRESS
07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
tQ 07 DEMO—FINAL 22 FOLLOW-UP
2 09 PLUMBING RI 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION REMOVAL
Z OWN TO MEET YOU: YES NO
y COMMENTS.
o;
o;
0
LL
W
c
Q
Z
W
W
cc
O
W ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS.
❑PHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the xt' s tion 24 hours in 7vance.473-7357
OwneHContractor
Inspector. 14
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