HomeMy WebLinkAboutK & S LT 158AV,
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Lo1' 158A
#051-232-62
W d Nrre I U W LIA
Municipality of Anchorage APR 0 42018
On -Site Water and Wastewater Program • (907) 343-7904 Page / of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: as ( Z QO PID Number: d S! ?3z 491z
Dwelling: Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) ProjectKrNew ❑ Upgrade
Name:
ABSORPTION FIELD
❑ Deep TrenchShallow Trench ❑ Bed E]Mound
Address
f �le?-o /[3�VEr�� 4
Other
Phone p
S-3
Number of Bedrooms
Soil Rating
Total depth from original grade
l� � 0 "" O �
GPD/SF
s Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
3,S Ft.
Gravel depth beneath pipe
/ S Ft.
Subdivision Block Lot/ 4
��/
/ '
Fill added above original grade
-t-
Ft.
Gravel length b
7Q Ft.
Township Range Section
Gravel width
,5 Ft.
Beds: Number of Lines
_
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer.
Total absorption area
Number of trenches/
Dist. between trenches
From
Tank
Field
Tank
Line
500 Fe
Z@ 39
/ Ft.
Well
lOt7
a 4 �,�.
_
r
ZSI
TANK Xseptic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufactu er ��� Capacity n
A ... I.� 7i-" , I � /, �V Gal.
Surface Water
�oa
/aQ
_
.-
Material
S % Ff �_
Number of compartments
Z
Lot Line
5
�4 -
NA
Foundation
��f
Q ��.
--
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
:o /
s�
Remarks L G7... / /V6 �,�jrf yt//�
4 .
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank Tank to /�
� 3c)3 drainfield Jho
F
Drainfield D363CO/MT X36
BENCH MARK (Assumed elevation) (f Q ft
Inspector A f
V
Inspection�� //0-1 2� /
dates::
Location and description i
3"'/0/7//,r 4m
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engin,eees•Skamp
[ ALC^CiC
' 4,
Conditional Approval: Date
f ,'?
�' °`
}t
%`v. En, fJ -�
�•> SIS,-^ E C.l! Jl�p. a \• �
Approved 1�,C' ��_ Date
IQPU�L vi i r UPUJ i ,J- i- i c.uuc
L158B
Well
New
Gallo
Sept
F
L158B S
Septic
MT fc
Alternate Tr(
CAT III Syste
ST1
11
34
ST2
19
41
DCO
25
46
C01
44
43
MT1
40
42
CO2
59
62
CO3/FS
45
61
MT2
56
60
K & S SUBDIVISI❑N 1" = 40'
L❑T 158A
RECORD
�= LAYOUT
W � WASTEWATER RECORD L _
SEPTIC SYSTEM/WELL I°°t12/4/18
+•���OF
NOR THRI M
ENGINEERING
PO Box 770724
spa. ow
Eagle River, Alaska 99577
1 c£ -rias
907.694.7028
�� 27/18
K & S SUBDIVISI❑N 1" = 40'
L❑T 158A
RECORD
�= LAYOUT
W � WASTEWATER RECORD L _
SEPTIC SYSTEM/WELL I°°t12/4/18
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S❑ILS LOG - PERC❑LATI❑N TEST
CRTk, I M
ENGINEERING
Performed For: K &S
Date Performed: 10/6/16
Legal Description; K & SLot 158A
DEPTH
(FEET)
Organic
SM Sand
w/ Gravel
Low Silt
T,H, Location: See Attached Design
Groundwater? Yes
Depth 14'
Water Depth
After Monitorino,11"
Date: 10/15/16
#
Date
2.-
Net Time
3
Net Drop
5
10/15
7 -
�. ...
7"
--
2
10/15
10 -
10 min,
11 -
3,5"
12 -
10/15
13
--
14 -
--
15 -
10/15
16 -
17 -
3.5"
18 -
10/15
19 -
LOm.
20 -
--
Organic
SM Sand
w/ Gravel
Low Silt
T,H, Location: See Attached Design
Groundwater? Yes
Depth 14'
Water Depth
After Monitorino,11"
Date: 10/15/16
#
Date
Gross Time
Net Time
Depth
Net Drop
1
10/15
0
--
7"
--
2
10/15
10
10 min,
10.5"
3,5"
3
10/15
12
--
7"
--
4
10/15
22
10,5"
3.5"
5
10/15
25
LOm.
7//
--
6
10/15
35
,
10.5"
3.5"
7
10/15
37
--
7"
--
8
10/15
47
10 min,
10.5"
3.5"
9
10/15
50
--
7„
--
10
10/15
1 60
10 min.
10.5"
3.5"
21 - Percolation Rate 3 min,/inch Perc Hole Diameter 6"
Test Run Between 3' and 4'
Comments Presoaked. M as ar d to nearest 1 /16th inch.
Performed By NorthRim Eng, I 15� CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE, DATE 10/15/16
NORTHRIM
ENGINEERING
PO Box 770724
Eagle Rlvwr Alaska 99577
907.694.7028
k CE -4=
s'" o�
TESTH❑LE LOG
GE❑TECHNICAL
MMM
10/15/16 12
Permit Number. #Sw- Date of Issue: Parcel Identification Number:
Date Started:
Date Completed:.,L/ Is well located at approved permit location? fro
Legal Description: yes
Property Owner Name & Address:
Borehole Data:
Soil Type, Thickness & Water Strata From TO
bevelsnt Servicas * bapace mint
A"
SWIdIrg Safety twisjon
............
on -'sift- Wever & Wastewater Prograin
4700 Elmore Road
Mark Sagibh
P.O. Box 196650 Anchorage, AK 99507
Mayor
mmagni��
(907) 343-7904
Well Lou.
Permit Number. #Sw- Date of Issue: Parcel Identification Number:
Date Started:
Date Completed:.,L/ Is well located at approved permit location? fro
Legal Description: yes
Property Owner Name & Address:
Borehole Data:
Soil Type, Thickness & Water Strata From TO
- .. al"Y U I'Lubults.,
Arsenic:
Nitrates:
Total COliform, Bacteria:
Other Bacteria:
ug/L 31H I I
mg/L
colon
Offs -10M
Casing type: r X�
Wall Thickness: i-/.:�--Vinches
Diameter: inches Depth: Z�� feet
Liner Type:
Diameter: - inches Depth: 4�� feet
Casing stickup above ground: 3? feet
Static water level (from ground level): -� �'' feet
Pumping level: feet after
--z-- hours pumping gpm
Recovery Rate: _ gpm
Method of Testing:
R Open End 00pen Hole
0 Screened Siart - feet Stopped feet
0 Perforations Start - feet Stopped feet
Start feet
PuThp: Intake Depth _ feet
Pump size - hp Brand Name
Well Disinfected Upon Comk 'yeg
'pledon?,qNo
Method of Disinfection:
Comments:
Well Driller:
A"
--7
y
X
7,
- .. al"Y U I'Lubults.,
Arsenic:
Nitrates:
Total COliform, Bacteria:
Other Bacteria:
ug/L 31H I I
mg/L
colon
Offs -10M
Casing type: r X�
Wall Thickness: i-/.:�--Vinches
Diameter: inches Depth: Z�� feet
Liner Type:
Diameter: - inches Depth: 4�� feet
Casing stickup above ground: 3? feet
Static water level (from ground level): -� �'' feet
Pumping level: feet after
--z-- hours pumping gpm
Recovery Rate: _ gpm
Method of Testing:
R Open End 00pen Hole
0 Screened Siart - feet Stopped feet
0 Perforations Start - feet Stopped feet
Start feet
PuThp: Intake Depth _ feet
Pump size - hp Brand Name
Well Disinfected Upon Comk 'yeg
'pledon?,qNo
Method of Disinfection:
Comments:
Well Driller:
A"
z
Attention. The, well driller shall provide a well log to DSD within 30 days of completion.
ARCTIC PUMP f6WELL INC.
Jfin Suffivaz
pnBox 77O/vr
Eagle River, AK 99577
(907)688-2s)0
(907) 243-2282
Well Drilling Permit Number: osp181200
Parcel Identification Number: 05123262000
Date CfIssue: 8/22/2016
Legal Description K&SL158A Property Owner Name Address:
Lotta RE Investments
Lot: 158 A PO BX 230815
Block: Anchorage AK 99523
Pump|notalaion Date: 10/12/2018
Pump Intake Depth Below Top of Well Casing: 130 Feet
Pump Manufacturer's Name Franklin
Pump Model: 1OJV05P4-2VV230
Pump Size: 1/2
PdleasAdapter Burial Depth: 10 Feet
PitleaaAdapter Manufacturer's Name B-10
Pitless Adapter Installer: u/k
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
Atox^ky Juoxuq'30,JvJ7
SGS RcL41
1180994001
Client Name
Residential Testing Cash Account
Project Narne/#
19180 Beverly Ave ChLIGiak AK
Client Sample ID
At Storage tank
?Matrix
Drinking Water
Printed Date/Time 03/22/2018 9:17
Collected Date/Time 03/14/2018 12:25
Received Date/Tinic 03/14/2018 13:02
"Technical Director Stephen C. Ede
Sample Remarks:
300.0 - Anions - The LOQ for Fluoride and Sulfate was raised due to matrix interference.
Allowable Prep Analysis
Parameter Results 1-0Q Units Method Container ID Limits Date Date Init
Total Dissolved Solids
Metals by ICP/MS
Hardness as CaCO3
Waters Department
4240 * 200 mg/l, SM21 2540C A (<500)
248 5.00 m2/L SM21 2340B D
03,116/18 EWW
03/15/18 031"151,'18 VDI,
Total Nitrate/Nitrite-N
ND
0.100
1 -fl a /L
SM21 4500NO3-F
C
(<10)
03/14/18 AYC
Microbiology Laboratory
E. Coli
Negative
I
100ml-
SM21 9223E
B
03/14/18 ACF
Total Coliform
Negative
I
100ml-
SM21 9223B
B
01114M ACF
Private Individual Analysis
Chloride
2490
r 40.0
nip/L
EPA 300.0
A
(<250)
03/15/18 03/15/18 DMM
Conductivit.,
7690
1.00
umhos/crn
SM21 2510B
A
03/14/18 DMM
Fluoride
ND
20.0
m --/L
EPA 300.0
A
(<2)
03/15/18 03/15/18 DMM
Sulfate
ND
20.0
ing/L
EPA 300.0
A
(<250)
03/15/18 03/15/18 DMM
Alkalinity
47.0
10.0
Ina/L
SM21 2320B
A
03114/18 DMM
Aluminum
ND
20.0
Ug/L
EP200.8
D
03/15/18 03/15/18 VDI-
Antimony
ND
1.00
UO/L
EP200.8
D
(<6)
03/15/18 03/15/18 VDI,
Arsenic
ND
5.00
U2/1-
EP200.8
D
(<10)
03/15/18 031'15/18 VDL
Barium
2510
r 30.0
UD/I,
EP200.8
D
(<2000)
03115/18 03/15/18 VDL
Cadmium
ND
0.500
LIM,
EP200.8
D
(<5)
03/15/18 03/15/18 VDL
Calcium
89600
500
ug/L
EP200.8
D
03/15/18 03/15/18 VDI.,
Chromium
3.08
2.00
ug/1,
EP200.8
D
(<100)
03/15/18 03/15/18 VDL
SGS Ref.9
1 1 8099400 1
Client Name
Residential Testing -Cash Account
Project Name/#
19180 Beverly Ave Chugiak AK
Client Sample ID
At Storage tank
;Matrix
Drinking Water
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
03/22/2018 9:17
03/14/2018 12:25
03/14/2018 13:02
Stephen C. Ede
Allowable Prep Analvsis
Parameter ReSURS LOQ Units Method Container ID Limits Date Date /nit
Private Individual Analysis
CO3 Alkalinitv
'ND
Copper
42.3
I-IC03 Alkalinitv
47.0
Iron
ND
Lead
0.457
Magnesium
5840
Manganese
69.7
Nickel
5.25
01-1 Alkalinity
ND
PH
7.5
Selenimn
ND
Silver
ND
Sodium
1430000
Thallium
ND
Zinc
92.7
10,0
nip/t,
SM21 232013
A
03/14/18 DMM
1.00
tig/l,
EP200.8
D
(<1000)
03/15/18 03/151/18 VDL
10.0
M-/1,
SM21 2320B
A
03/14/18 DMM
250
ua/[,
EP200.8
D
(<300)
03/15/18 03/15/18 VDL
0.200
tia/1-
EI?200,8
1)
(<15)
03/15/18 03/15/18 VDI -
50.0
ug/l.
EP200.8
D
03115/18 03115/18 VDL
1.00
Ug/1-
EP200.8
D
(<50)
03/15/18 03/15/18 VDL
2.00
Ligd,
E11200.8
D
(<100)
03/15/18 03/15/18 VDL
10.0
ing/1-
SM21 2320B
A
03/14/18 DIMM
0.100
pl-I units
SM21 4500-H B
A
(6,5-8.5)
03/14/18 DMM
5.00
ng/l-
E13200.8
D
(<50)
03/15/18 03/15'18 VDL
1.00
Lio/1-
E13200.8
D
(<100)
03/151/18 03115118 VDI -
25000
Ug/l,
EP200.8
1)
(<250000)
03/15/18 03,121/18 VDI,
1.00
u(Y/L
EP200.8
D
(<2)
03/15/18 03/15/18 VDL
5.00
ng/l,
EP200.8
D
(<5000)
03/15/18 03/15/18 VDI,
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B16HWOOD
LOOP RD
------------------------------
Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP161200
O5123262OOO
WellSeptic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Initial
Permit Effective Dates: August 22, 2016 to August 22, 2017
Design Engineer: NORTH RIM ENGINEERING
Subdivision: K & S
Site Legal Address: K & S LT 158A G:1054
Owner/Address: RINGER A BRIAN
PO BOX 230815 ANCHORAGE AK 995230815
Site Mailing Address: 19180 BEVERLY AVE, Chugiak
Lot Size in Sq Ft: 43303
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions:
The Engineer needs to do an additional test hole for the alternate field and southern field prior to
the construction of the septic field. Construction may proceed at your own risk before the 7 day
water monitoring is complete.
Received By:
Issued By:
Date:/:/~,b~/~''
Municipality of Anchorage
P.O. Box 196650 ® 4700 EImore Road
Anchoraqe, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997
http:llww~.muni.orqlOnsite
Development Services Division
On-Site Water and Wastewater Proqram
**** VARIANCE/WAIVER REVIEW ****
WaiverS: OSVt6t113 COSA#:
PID#: 051-232-62
Legal Description: K & S LI58A
Engineer: North Rim Engineering
Permit~: OSP161200
Applicant: Brian Rinqer
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 1.0 feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal, system will require all separation distances be met or another
approval from this department.
[] The affected adjacent property owner(s) is the same owner as the lot being developed.
[] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted.'
Date: /~//J~(/~' Approved by: r~ameofReviewer.~
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Phone: 907-343-7904
Fax: 9~-~43-7997
~ Stutl~r
Parcel I.D. C~5'/',~23'2-
Property owner(s) ,'~/'/t'/'~(~'/~- !
Mailing address 400 /~'43~' 2'~O~'/.S' , /~J'C.../~-~,,~'-~,,~"~
Site address ~eV'e~"/...~
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
Lot Size/-~,~/ 50 .]' Sq. Ft. Number of Bedrooms
APPLICATION IS FOR: APPLICATION IS AN:
(~;~ all that apply)
Absorption Field ~ Initial /~
Septic Tank ~ Upgrade []
Holding Tank [] Renewal []
Privy []
Private Well ~
Water Storage []
TYPE OF DWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D).
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owne~ authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Receipt Number:
Waiver No.
Permit App_g-'l-12.doc
MEMO
Steve Eng, PE, PH
P.O. Box 770724, Eagle River AK 99577
(907) 694-7028
SteveEngPE~gmail.com
P
Date: 10/3/16 Number of Pages: L{
To: Debby Wockenfnss, MOA On-Site Services
Subject: K & S Lot 158A
Septic System Design & New Water Well
CHANGE ORDER Revision
During trench construction, a large seep developed from the direction of the new house/garage
site. This may have diverted surface water toward the trench. The groundwater was monitored and
found to be ~ 9' during high water month of October.
A Change Order is being requested. A 1' lot line waiver is requested. The same owner owns both
lots along the lot line. Due to the limited space, a CAT III system has been sized for the alternate
trench.
If there is need for additional information or clarification please give me a call.
Thanks- Stev~?
MEMO
Steve Eng, PE, PIt
P.O. Box 770724, Eagle River AK 99577
(907) 694-7028
SteveEng?E~gmail.com
Date: 7/16/16
To: MOA On-Site Services
Subject: K & SLot 158A
Septic System Design & New Water Well
Number of Pages:
A new house is planned with new- septic system and water well. The design is for a 4-bedroom
septic system. A soil test revealed excellent soil, consistent with other soil tests in the area. An
additional soil test will take place prior to construction. The design calls for a deep trench, and a
new septic tank. The entire subdivision is on private water wells and septic systems. The terrain
slopes to the south at about 5 % at the new trench site. A new water well is planned at the proposed
site. A small drainage exists in the south part of the lot. Separation has been maintained with the
design.
Please review the 4 bedroom wastewater system design for the new- 4 bedroom home. I have
included design plans & specs, design guidelines, & soil tests. If there is need for additional
information or clarification please give me a call.
Thax~ks-Stev~
TFRIM
INEERING K & S, Lot 158A
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: Design is for a new 4-bedroom septic system; serving a new
4-bedroom, single family home. This is a mostly developed subdivision. These lots are
near 1 acre and are served by private wells amd septic systems. No adverse impacts are
expected from trench/tank construction and new water well. No conflicts to the other lots
will take place by this septic system construction. The easements are located on the
drawing and are not encroached upon. An application rate of 1.2 GPD/FT2. Trench Length
- 500 FT2/5' x .78 reduction factor -- 78' trench, (2 Trenches, 1.5' effective). A Category
III System for the alternate trench will allow an application rate of 5 GPD/FT2. Length -
120 FT2/5'x .78 - 18.72, say 19' trench. A new 1250 gallon septic tank will be installed.
The proposed well will be placed in the northeast comer. A drainage is present, but the
100' separation will be maintained.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
· Two compartment, New 1250 gallon septic tank. Install new Double Cleanouts.
· 5' minimum between the tank and trench. 10' to property lines.
· 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation
can substitute for 1' cover.
· Tank & solid pipe must be set on well compacted, stable soil.
· 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation
wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two
adjacent opposing cleanouts between the tank and the absorption field, not more than
10' from the tank positioned tn provide cleanout access towards the tank and towards
the absorption field.
· All cleanouts must extend to at least ground level.
· In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
· Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from
drain-rock.
· Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly
throughout the trench.
· Perforated pipe to be installed level with perforations down.
· Silt barrier (flEer fabric) to be installed above the drain rock.
· Smeared trench sides must be raked or scarified before drain rock placement.
· Backfill over drain rock must not be less than 36".
· The finish grade must be mounded to promote drainage away from trench.
· Insulation must be placed over any pipe installed under driveways or parking areas.
· Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
· Sewer Service Line is minimum 2% slope."
· Septic Tank to be pumped every two years or when required.
· Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
Septic
Bev 'ty Avenue
Home
~eLL
o
L157
WeLL
New i250
Septic Tank
Flow
L158B SI
Septic ,\~e
Aiterncte Trench
CAT III System 1% Slope
//
DESIGN NOTES:
1. Total Depth of Trench is 5.5'. 57. S~ope
Terrain Slopes South. %~
2. Sewer Service Line ' ' 2% slope.
,% Private Water Wells.
4. Check Well/Septic ~;eparation
Prior To Constructyn.
5. Soil Test Prior To (ponstruction.
6. Check Drainage/Sel:~tic Separation
Prior To Constructi ,,n.
7. Lot Line Waiver To No Conf'ticts To~
WelL/Septic
Slope
//
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PO Box 770724
Eagle River, Alasko 99577
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SOILS LBO - PERCOLATION TEST
Date PerFormed; 6/15/16
Per~'ormed For: K &S
Lego[ Description; K & SLot 158A
2 -
3 -
4
5
6
7
8 -
9 -
13 -
14 -
17 -
]8 -
19 -
20 -
2] -
DEPTH
(FEET)
Organic
T,H, Location~ See Attached Design
SM Sand
w/ Grave[
Low Si[t
Gpoundwctep? No
Depth
Water Depth
a~ter Monitorinq,None Date~ 6/aa/t6
% Date Gross Time Net TimelDep~ch Net Drop
] 6/]5 0 -- 7. --
2 6/15 10 10 mir, 10,5" 3,5~
3 6/15 12 -- 7. --
4 6/15 22 lO mir. i0.5" 3,5~
5 6/15 25 -- 7. --
6 6/]5 35 10 min. 10,5" 3,5~
7 6/15 37 -- 7,, __
8 6/15 47 lO min, I0,5" 3,5"
9 6/15 50 -- 7,, __
10 6/15 60 10 min, 10,5~ 3,5"
Pefco[at]on Rate 3 min./inch Perc Hole Diameter 6'
Test Run 3etween 3' cnol 4'
Comments~ Pr~n~k~d. Me~i~;uped ±n ne~cp~ 1/lAth i~nh,
Per¢ormed SyNop~hRim En9, I ~ CERTIFY THAT THIS TEST WAS
Performed in Accordance with AIl S~c~e/Municlpc[ Guidelines in ERtec$
ON THIS DATE, DATE~ 6/22/16
Eogle RI~. AIo~o 99577 ~",
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