HomeMy WebLinkAboutHERITAGE PARK BLK 1 LT 12Onsite File
Heritage Park
Block 1
Lot 12
#050-211-40
(Nev ub/UL/i 6)
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201489
PID Number: 050-211-40
Dwelling: ® Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
BILLIE & DONNA HICKS
ABSORPTION FIELD - EXISTING
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
19745 IVY HOME CIRCLE,
EAGLE RIVER
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision
Block Lot
Fill added above original grade
Ft.
Gravel length
Ft.
HERITAGE PARK
1 12
Township Range
Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
Fe
Ft.
Well
200'+
--
25'+
TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER
Capacity
1250 Gal.
Surface Water
1001+
--
Material
HDPE
Number of compartments
2
Lot Line
10'+
--
NA
Foundation10'+
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 Tank to
drainfield 3034
Installer JRS
Drainfield CO/MT 3034.
Inspector FWCS
BENCH MARK (Assumed elevation) 100 ft
Inspection 1�t 12/11/2020
1/8/2021
Location and description
2nd
3`d
4'h
BOTTOM OF SIDING
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
OF A
•
Conditional Approval:
Date
,dMW,�Q ' ' •
g TH
.. . V"_
" " " " " " " k
• . Curtis Huffman '
•�
Septic System
A
p rov
w-
Date -Z
��•• CE 128991 /�
��islF�•. 1/8/2021.. .
FOp
ROFESSI�N��-�
Note: this approval does not include well permit requirements.
�\ROFiSV +
(Nev ub/UL/i 6)
PID: 050-211-40
PERMIT: OSP201489
1
LOT 12 sy"D
BLK 1
76. 0
Do
0
NEW 1250 -GAL
'
HDPE GREER TANK SUMP
& RECONNECTED
>I
TO EXISTING FIELD
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LOT 11 ' \� MH CO DCO
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' ENTRY^�O O
(
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' A PRO LINE C ?sp• PAVED
PARKING
A -C=34.6'
B -C=36.6'
A -D=36.1'
B -D=40.8'
A -E=37.0'
B -E=43.1'
PAVED f-
D/W a
\+
SCALES 1' = 30
SEPTIC SECTION
SCALES NTS
HERITAGE PARK BLOCK 1, LOT 12 SUF'FL)KI SLKVictS:
PREPARED FOR: ��� OF ��4�
BILLIE & DONNA HICKS LIVING TRUST
19745 IVY HOME CIRCLE C 9 TH
EAGLE RIVER, AK 99577
FIRST WATER CONSULTING ,
PATE: 01/08/2021 �tis Huffman
SURVEY: JLS 2021 CE 128991
13030 SUES WAY DRAWN: FWCS 1/08/2021��
ANCHORAGE, AK 99516 SCALE: 1' = 30' '°hbssto��'
907-350-9566 firstwaterAK®gmoil.com
LOT 11
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COVERED
ENTRY.
i
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IVY HOME
CIRCLE
LOT 9
s
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16 0 I I
SEPTIC
VENT
(trp)j Of
LOT 12
BLK 1
F �
O GP
.�' O <2
r'6Q PAYED
PARKING
\�
PAVED •�, -l'
1
0'
D/w \
„ 3
9
EYBOX
LOT 13
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
HERITAGE PARK®O = FND 5/8" REBAR
LOT 512 BLOCK 1 PLAT 82-39
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property.as shown.on this drawing and that the ��,�`S , • <Q�� {
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance should *CQ
4�
any information on this drawing be used for construction of fences, - i
TH W
structures, improvements, or for establishing boundary lines. ® ;
�,�
EXCLUSION NOTES: It is the owners responsibility to determine V .. ' . ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' . •c
m .
the existence of any easements, covenants, or restrictions which � ,o. JOHN LSCHULLER:
�•�°,,
do not appear on the recorded subdivision plat. It �; LS 110408 A
WORK ORDER NUMBER: DATE SCALE: E -Nay Pp A ry> y, �� ®®
JAN 12, 2021 1 "=30' ��
20-088-2 DRAWN BY: CNEC%ED BY GRID NUMBER: BOOK AOE ��rOfeSSlOnO,
JLS NW0055 210112 J ®k io,i'�'°®
2'x26'
CANT
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LSD
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1831 Talkeetna Street
Anchorage, Alaska 99508
(907) 227-1455 office
(907) 274-4992 fax
12/08/2020
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-211-40
Property owner(s) BILLIE & DONNA HICKS LIV. TRUST... Day phone 907-632-4539
Mailing address PO BOX 771666, EAGLE RIVER, AK 99577
Site address 19745 IVY HOME CIRCLE, EAGLE RIVER, AK 99577
Legal description (Sub'd., Block & Lot) HERITAGE PARK BLOCK 1, LOT 12
Legal description (Township, Range & Section)
Lot Size 20179 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF) Q
(w/wo ADU)
Septic Tank
I—XI
Upgrade Q
(D) F-1❑
Holding Tank
❑
RenewalDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION
INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: �b ,G a. 7,5(60VO - l 1) Waiver Fees:
Date of Payment:
CaO Date of Payment:
Receipt Number: ( q 9 2, 2,
Permit No. (zl S Pa C) g Ci
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
411
FIF51 Water
+.
CONSULTING
WAIF R1W ASI [WATER
3UPP0NT&PtANNIN4
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
November 25, 2020
Municipalities of Anchorage
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC TANK UPGRADE PERMIT
LEGAL: HERITAGE PARK BLOCK 1, LOT 12
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201489, Rebecca Carroll, 12108120
The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic
tank on the above referenced lot. We propose to install a 1250 -gallon HDPE tank to serve the
existing 4 -bedroom residence. The lot and area are served by public water. The design will not
impact any of the neighboring properties. Please contact us if you have any questions.
Sincerely,
Curtis Huffinan, P.E.
•
Fjrsr
Water
SERVICES
WAIER/WA SI EWAIEA
��CUNSULTINC
SXPPO RIBXNINA
PLA
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COM
OSP201489, Rebecca Carroll
DESIGN CRITERIA: DECOMMISSION EXISITING SEPTIC TANK & INSTALL NEW 1250—GAL HDPE
GREER SEPTIC TANK. MAINTAIN 10'+ FROM FOUNDATION, 200' TO WELLS, 5' TO FIELD &
DECK SUPPORTS WITH 4' OF COVER OR INSULATION. STAKE WATER LINE PRIOR TO
CONSTRUCTION. INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARATIONS,
MATERIALS,
I \ 779,34, LOT 9
I o
LOT 12 SyFO
I BILK 1 ,
_
I Iso•
LOT & AREA SERVED
O
BY PUBLIC WATER
DECOMMISSION EXISTING S.T.
I
i ^ & INSTALL NEW 1250—GAL SUMP
HDPE GREER TANK W/
REQUIRED BEDDING & DCOs.
LOT 11I \+ MH CO DCO
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I LOCATE WATER
LINE PRIOR TO PAVED
CONSTRUCTION PARKING
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PAVED �\
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IVY HOME EYBOX N6�62I
CIRCLE �N6S�0
HERITAGE PARK BLOCK 1, LOT 12 SUPPORTIIIISERVICES:
�\\
PREPARED FOR:
- OF
Ar�`�.`�� 1
�� 1
BILLIE & DONNA HICKS LIVING TRUST
19745 IVY HOME CIRCLE
EAGLE RIVER, AK 99577
�* 9 TH*
/
FIRST WATER CONSULTING
DATE: 11/25/2020
SURVEY: JLS 2020
` rtis Huffman wx 04
✓�, CE 128991 `v
13030 SUES WAY
DRAWN: FWCS
1 .11/2 2020 G� /
/ d' w
1 /
ANCHORAGE, AK 99516
SCALE: 1" = 30'
Ati
� FESSIO� Idw
907-350-9566 firstwaterAK®gmoil. com
_0111111111
LIANCE
12108120
00
O�
�E
LOT 9
IVY HOME
CIRCLE
1
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
HERITAGE PARK
LOT 512 BLOCK 1 PLAT 82-39
SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance should
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DALE: SCALE —MAIL•
NOV 23, 2020 1"=30'
20-088 DRANK BY: CHECKED BY GRID NUMBER: BOOK AGE
JLS NW0055 200248
:i
PAVED
D/W
* = FND 5/8" REBAR
PAVED
PARKING
+ 9
1�9�Ri
LOT 13
�Am% OF .AL��11
49TH
.. ..f
".J HN L. SCHULLER.: 0
LS -10408
10
`,It� fessionot L "W
v� ALD LAND
L) o r
a• ...01"""r
1831 Talkeetna Street
Anchorage, Alaska 99508
(907) 227-1455 office
(907) 274-4992 fax
LOT 12
SEPTIC .
BLK 1
VENT
(typ)
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LOT 11
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ENTRY
Z Q
z
IVY HOME
CIRCLE
1
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
HERITAGE PARK
LOT 512 BLOCK 1 PLAT 82-39
SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance should
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DALE: SCALE —MAIL•
NOV 23, 2020 1"=30'
20-088 DRANK BY: CHECKED BY GRID NUMBER: BOOK AGE
JLS NW0055 200248
:i
PAVED
D/W
* = FND 5/8" REBAR
PAVED
PARKING
+ 9
1�9�Ri
LOT 13
�Am% OF .AL��11
49TH
.. ..f
".J HN L. SCHULLER.: 0
LS -10408
10
`,It� fessionot L "W
v� ALD LAND
L) o r
a• ...01"""r
1831 Talkeetna Street
Anchorage, Alaska 99508
(907) 227-1455 office
(907) 274-4992 fax
.~ [~_.., MUNICIPALITY OF ANCHORAGE ,~ /
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE [~NEW
:') £y£o z,' ,
LEGAL DESCRIPTIO~
We I Absorption area Dwelling PERMIT NO,
D~STANCE TO: J .~
--~ Manufacturer ~ ,I Materia,.~,/~ No. of comp~'tments
,E.OMEMADE:
Liq. c pa i in ~allons ' Inside length Width Liquid depth
~,t~ ;~ DISTANCE TO: Well Dwelling PERMIT NO.
--~ ~ Manufacturer Material Liquid capacity in gallons
t~ Well Foundation Nearest lot
_~ ~. ~ No. of lines Length of ea~:~ [u:)eJ Total length 9f~li~ll~ [ Trench wid.~h~:[~ Distance between
_~ u~ /'?O ~' ,-~ ~ inches HI/'~'
~' ~ ~- Top of tile to finish grade ! Material beneath tile Total effective absorption area
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
m Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
~ Building foundation Sewer line Septic tank Absorption area(s}
~ DISTANCE TO:
OTHER
SOIL ~E~T R~TING~
INSTALL ~ ~ t
REMARKS ~
r78) ~ -
,--, t'--~S I T E
PERMIT NFL ,:: :--:202:--:0 )
FIPPLiC:RNT E:,E',,,'CFIN ENT. INC. ._4i± OLD SEWRRD HW"r'.
L OF:FtT I ON
LEGFlL ' LAT "12 E:LK -1 HEF. ITH~E' - -' F'RRK _'-%lIB_LOT SIZE
E:,EPFIRTMENT ~., /. HERLTH FIND EN'v'IRONMENTRL .,.,_.,OTECTION
HN_.Hu. ,
o.¢..- "' L?' STF.'.EET, - F' - RFtljE RE. 9951.~1±
:.;.'¢-,4 - 4 ,.- ;~ ~'~
~ b.'l -:L M,_-,,=:
99999 SQUFlRE FEET
T'¢F'E OF SOIL FIESOF.'F'TIAN SYSTEM IS: TRENF:H
MRk-:IMUM NUMBER OF BEDROOMS = ~ SOIL F.'.RTING ,:.".'-%Q FT,-'BF.:)=
THE F.:EI..]UIRED SIZE OF THE SFIIL FlBSORPTIAN _-'-;YSTEM IS:
[:~FF"TH= :1. C-~ LEt'->H = --~-=: '-'~- i]RR%-"EL [:~ E F' l- ~-t = ¢-_-;
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF Ft TRENCH OR PIT IS THE DISTFtNCE BETWEEN THE SLIRFFICE OF THE
GROUND FIND THE BOTTOM OF THE E)~:CRYFlTION (IN 'FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRR',.,'EL DEPTH IS THE MINIMUM DEPTH OF GRFlVEL BETWEEN THE OUTF'FILL PIPE
FIND THE BOTTOM OF THE EXCFI'¢FtTION (IN FEET).
F'EF.:MIT MFFLI_.HNT- ' ' F'-HRS THE F.E-,F_N_-,)E, ILITT' '- '- '- ' ' "TEl INFORM THIS DEF'RRTMENT DURING THE
INSTRLLRTION IN_-,FEL. TILN:, OF RN'T' WELL'"'] RDJRCENT TO THIS F'ROF'EF.:TY RND THE
NUMBEF.: OF F.:E:,I[:ENL. E-', THRT THE WELL WILL -,ER,E.
- I-I - EIY
BRI]:KFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RN[:, HFFR_,,HI_ THIS
DEPRRTMENT WILL BE SUBJECT TO F'RI]SECUTION.
MINIMUM DISTRNC:E BETWEEN R WELL FIND RNY ON-SITE SEWRGE DISPOSFIL SYSTEM IS
±00 FEET FOR R PRIVFlTE WELL OR t50 TO 200 FEET FROM R PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTRNCE FROM R PRIVRTE WELL TO R PRIYRTE SEWER LINE IS 25 FEET RND
TO R COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRiLRBLE TO INSURE PROPER INSTRLLRTION.
i CERTIFY THRT
i: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
FORTH BY THE MUNICIPRLITY OF RNCHORRGE.
2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE COPES.
z.: I UN[.,EF.~TMN[., THHT THE UN-:,ITE =,EWER :,m_,TEId I1Mz RE(..UIRE ENLHRbEfIENT IF THE
RESIDENCE/IS REHO[:,ELE[:, TO INCLU[:,E MORE THRN 5: BE[:,ROOMS.
...... ........ , _
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
5
6
7
8
9
11
12
13
14
15-
16-
COMMENTS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOl LS LOG
~JJ PERCOLATION
TEST
111}~ VCOF~
ove~- burae~
Se,'
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SITE PLAN
Gros~ Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
CERTIFIED BY --'
72-008 (6/79)
Development Services Department
On -Site Water & Wastewater Section
Certificate of On -Site Systems Approval
Parcel I. D. 050-211-40
1. GENERAL INFORMATION
Phone: 907-343-7904
Fax: 907-343-7997
Expiration Date: JI- j _` ^) 0 z Z
Complete legal description HERITAGE PARK BLOCK 1, LOT 12
Location (site address) 19745 IVY HOME CIRCLE, EAGLE RIVER, AK 99577
Current property owner(s) BILLIE & DONNA HICKS TRUST... Day phone
Mailing address
Real estate agent
PO BOX 771666. EAGLE RIVER. AK 99577
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
❑
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
®
Public Sewer
❑
Waiver request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, unless otherwise
requested by the engineer.
COSA Fee $ 412.50 COVIID Date of Payment I �/so/�02
Receipt Number 3
Waiver Fee $
Date of Payment
Receipt Number
COSA # OSC201703 Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Address 13030 SUES WAY, ANCHORAGE, AK 99516
Engineer's Printed Name CURTIS HUFFMAN, PE
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & fWCS
6. DSD SIGNATURE
XSystem #1 Approved for _�_ bedrooms
System #2 Approved for bedrooms
Disapproved
Date 12/30/2020
*: 49 TH
. Curtis Huffman
•CE 128991
12/30(202�.����/
PROFE SI`�4�
\\tea
Conditional approval for bedrooms, with the following stipulations:
J= Old -SITE �
WATER A
7 .AIA T!_10TERM_
PRbGkAM
Z��
l
By: Original Certificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
Legal Description: HERITAGE PARK BLOCK 1 LOT 12
If more than 1 septic system on lot: COSA Checklist # _of
A. WELL DATA — PUBLIC WATER
❑ Well log is filed with Onsite (or attached)
Date drilled
Total depth _ft
Cased to _ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) _in.
Date of flow test for COSA
Static water level at beginning of test _ft.
Comments
B. TANK DATA
Age of tank(s) NEW 0 years
Tank type/material SEPTIC / HDPE
Measured operating fluid level in septic tank NEW
® Standpipes/foundation cleanout per record drawing
Date of pumping NA - NEW
D. ABSORPTION FIELD DATA
Which system tested (date installed) 5/9/1983
® ALL standpipes present per record drawing
Total measured depth from grade 11 ft (max)
Parcel ID: 050-211-40
Structure served by this system _
Well production at time of test _gpm
Water storage tank volume_ gallons
Well disinfected for coliform test? ❑ Yes ❑ Nc
❑ Coliform bacteria is Negative
Nitrate _mg/L ❑ Nitrate less than MRL (ND)
Arsenic _ ug/L ❑ Arsenic less than MRL (ND)
Collected by,
Date of Sample
C. LIFT STATION
❑ Required maintenance completed
Age of lift station _ years
Lift station material
Comments:
Adequacy test date 11/19/2020
Results Z Pass For 4 bedrooms
Fluid depth prior to test 34 in
Measured depth to pipe invert from grade 5.8 ft (min)
Water added 680 gal
❑ N/A — pressurized field
New depth 49 in
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective * 5.2' INTO THE 6' ED
Elapsed time 1220 min
® Code -required soil cover over field
Final fluid depth 32 in
❑ System presoaked
Absorption rate 600 gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) N
date of test)
Gallons introduced gallons
If yes, enter date FC
kS
Comments/Deficiencies:. *PER SUMP INVERT / BOTTOM OF MT
VISUAL MEASUREMENTS AT TIME OF TEST.
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well) — NA PUBLIC WATER
Septic Tank/Lift Station on Lot > 100'
® Yes
if No ft
Community Sewer Manhole/Cleanout > 100'
❑ Yes
if No
ft
❑ Yes
if No
Neighboring Tank > 100' ❑ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑ Yes
if No _
Absorption Field on Lot > 100' ❑ Yes
if No
ft
Holding Tank > 100' ❑ Yes
if No
Neighboring Absorption Fields > 100'
F. ENGINEER'S COMMENTS
Animal Containment > 50' ❑ Yes
if No
❑ Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ❑ Yes
if No
ft
❑ Yes
if No _
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water > 100'
ft
ft
ft
ft
ft
® Yes if No ft
Property Line > 5'
® Yes
if No ft
Wells on Adjacent Lots:
Absorption Field > 5'
® Yes
if No ft
Private Wells > 100' ® Yes if No
Water Main > 10'
® Yes
if No ft
Community Wells > 200' ® Yes if No _
Water Service Line > 10'
® Yes
if No ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
® Yes
if No ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No 5.5+ ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No ft
Private Wells > 100' ® Yes if No —ft
Water Service Line > 10'
® Yes
if No ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION 'OF At
I certify that 1 have determined through field inspections and review ®�P' • ��
of Municipal records that the above systems are in conformance '• TH ••q�)
with MOA COSH guidelines in effect on this date. • , , ,v,
Curtis Huffman
�� FFG' •. CE 128991
�� /lF�• l/,4/2020 , . •���.�
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