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HomeMy WebLinkAboutKNIK VIEW ESTATES BLK 3 LT 19KnI*k View
Estates
Block 3
Lot 19
#051-043-21
'Municipality of Anchorage Page 1 of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW ti -7 sem PID Number. oSia ¢3 za
Name: Draldec Enterprises Inc.
Wastewater System: New O Upgrade
Address:
ABSORPTION FIELD
9210 Vanguard Drive
Phone:
399-5678
No.Fof Bedrooms:
our
eeP Trench •O Shallow Trench O Bed O Mound O Other
LEGAL DESCRIPTION
sal w°"°
Total Depth inalg 15;
.SIS- pD Ft
Lot: Block: SubdlvWon:
Depth to pipe bottom from original grade:
Growl depth beneath pipe
3 /%C VA�W .F_�575.
MA>< 15,97 Ft
to Ft
Township:
Range:
Secflon:
Fill added above original grade
&J-- 5
Gravel length:
70
Ft
Ft
WELL p eve ❑Upgrade
Gravel width:
21
O
Number of lines:
Deism be! to 1111M
Z
Fj
Ft
Classifr ovate. ".C):
Total Depth:
Cased To:
Total absorption area:
400
Pipe material: S7t_l
Ft.
FL
7 Ft
F—'Die
Omler.
Date Dirtied:
Static war" UvN:
Insalter.
Y7 1 llOr'IF.s
Date stalled:
-7 1 �2 -i
Ft.f
Yield:
Pump Set at:
CasingH"mADO"Gramd:
TANK
GPM
Ft
FC
SEPARATION
DISTANCES
optic 0Holding 0S.T.E.P.
To
Septic
Absorption
uh
holding
4
Manufacturer. a`..
+� Tw ��^
Capacity In gallons:
1 Z
From
Tank
FkAd
aMlg
Tank
S~ Lines
Welt,
>
/
F
0
Material,
NumberCompartments:
Surface
iee
/
>Z'a°f
LIFT STATION
eco'
LineFoundation
�I
Sat
/�
Size In gallons:
Manufacturer.lint
�•,/ r✓'
/
Pumpon'levelat
'Pump o level at
igh water alarm atcurtain
i//�
Pump Makes ModM I Inspections performed W.
Drain
x
Remarks: A/ �t<!t(i' r1Ytr/ fee-A/.1& A3
BENCH MARK
r.e. n o wT.11��
Location and Oa> pilon:
rte.
S I
r— / /L. 4 =A .
•
Assumed Elevation:
ENGINEER'S SEAL ,
Inspections performed by: Dates:l
2nSr
3rd 9/1 /97
Department of Health and Uumarervlces approvalA-31
Reviewed and approved by: Date: L-17-'77
Mrrre
,2-013 (nsr. e/et) MOA 25
Pannit No.
SW970153
Page Z of 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Lot 19, Blk. 3, Knik View EStS. PID No; 05109321
JSP2
11"noNQLEGENDSeptic Pump, compartment 1
« 2
Clean Out
Monitor Tube A L
••Yj
C3
4 -
Pi}
die,
Permit No. -70 I
Page 3 of 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Lot 19, Blk, 3, Knik View Ests.
LEGEND
SP1 Septic Pump, compartment 1
SP2 • 2
i C Clean Out
MT Monitor Tube
U
Elevation Plan AS -BLT
1" = 10'
,03 .
gec�ctwli fab,-1�
. -7B�-LU .
kl
PID No.: 05104321
East Trench
�iV 'Ov'o
3 S IVIG • �cG•T� 1�.t7 ee
e / •
•i
n „ • o e • re • ' . e eo u . � !.•.;A m
West Trench
t�o'
a
•
s
V
O• D �.
o e
" o
East Trench
�iV 'Ov'o
3 S IVIG • �cG•T� 1�.t7 ee
e / •
•i
n „ • o e • re • ' . e eo u . � !.•.;A m
West Trench
t�o'
Wu of Anchorage
OF HEA
DEPARTMENT OF HEALTH 3 HUMAN SERVICES
B25 `L' Street Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: e'�Iga.U, �] •r - S DATE
LEGALDE RIPTION: L' ,%'�� 3 c<��K VIP.�f'ownshlp, Range, Section:
Qe► GSTS, S��• Sr--�SLOPET—Y r
3-
4-
5-
7-
10-
5 7 10- ;
it
12-
13-
14-
2 13 1a o
15 X? �GIgSG'
v b
16.
17-
18-
19
7 18 19 b.
20-
COMMENTS
0
COMMENTS
j
WASGROUNDWATER
ENCOUNTERED?
IFYES.ATWHAT J -
DEPTH?
Deo to wer am
MerAN"? Wee
' � N,. a �) `N •
J
FA
PERCOLATION RATE (mmuuvmM) PERC HOLE DIAMETER
TEST RUN BETWEENFT AND FT
PERFORMED BY: t T] 1 /Y•I`•tA—AJ— � TIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE �r ! L•��J7
JOB
SHEET NO. O►
• CALCULATEOby DATE 9-h5hY7
CHECKEOIV DATE
v SCALE
q1qmME
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
563-7155 563-5389 FAX
MEMORANDUM
DATE: October 17, 1997
TO: Dan Roth
FR01I: Mike Anderson, P.E.
SUBJECT: Lot 19, Block 3, Knik View Estates Subdivision
Certificate of Health Authority Approval
The end of the easternmost absorption trench on Lot 19, Block 3, Knik View Estates
Subdivision falls within 10' of the house foundation. At this point, however, the
perforated pipe is between 7' and 8' below the ground surface. The house footing is only
3.5' below the footing making it impossible for septic effluent to daylight in the crawlspace
of the house. It must also be noted the soils are fairly tight on this lot and migration of
effluent towards the house is highly unlikely. I therefore recommend the trench be allowed
to be within 10' from the house foundation. The exact dimension is 7.5' from the
foundation.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON—SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970153
DESIGN ENGINEER:ANDERSON ENGINEERING
OWNER NAME:WALDEC ENTERPRISES INC
OWNER ADDRESS:9210 VANGUARD DRIVE
ANCHORAGE, ALASKA 99507
PARCEL ID:05104321
LEGAL DESCRIPTION:
KNIK VIEW ESTATES BLK 3 LT 19
LOT SIZE: 22247 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
�'. x_\' c' r�
PAGE 1 OF 1
DATE ISSUED: 6/26/97
EXPIRATION DATE: 6/26/98
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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
S P on
°I - ►Lo S1
('NQ, Y%
q-lg-a,7
12-
SPECIAL
2
SPECIAL PROVISIONS:
f)T rlr+E of fv,vSriPulTIUN EA6r,vrER s<.Att PA-`Rre,Pr Ar HOvir,uaAc sviaf rF_sr ro
R m ,/mw N VLr r-, Or /B TO V RiAY Nv Bi0 Rvck, E LI i
RECEIVED BY:C`�i'{ DATE
ISSUED BY: .VCL-1W �' �Pr_� DATE: c/—• 2 !,. — 57
ANDERSON ENGINEERING ;
P.O.':,80X ; 4077.3.
ANCHORAGEii iAiC 99524
563-7155 663 -6389 -(FAX)!
MEMORANDUM
DATE: July 1, 1997 RECEIVED
TO: Dan Roth
711 EAa. JUL , 1997
SUBJECT:
FROM:
Mike Anderson, P.E. Lot 19, Block 3, Knik View Subdivision Dept.uHealth�& Human Sen9lces
Septic System Design Permit No. SW970153
On Friday, June 27, 1997, Testhole No. I was deepened to 24' to check for groundwater
and bedrock. Neither condition was found. A monitor tube was placed in the hole and
checked periodically. As of Monday, June 30, no water was found in the tube. The
purpose of the testhole was to determine if the total depth of the system could be lowered to
16' to provide additional separation from the steep slope fronting the lot.
With the absence of both groundwater and bedrock we are requesting the total depth of the
system be 16' as opposed to the 13' shown on our initial design. If the total depth is 16'
we will be able to maintain more than 50' separation from any 25% break in grade. We
will continue to monitor the groundwater over the next two weeks, but based on the steep
terrain in the area we are confident no water will materialize. Please review this testhole
data and revise the design to allow a total depth of 16' for the new absorption trenches.
(EiiGINEER5SEAL)
°a A1t�ffp
MluNdpe ty o1 Anchomga 4 �'2:. i t•' -1 rY.
DEPARTMENT OF HEALTH 3 HUMAN SERVICES i `a+•• �'°• "`�`
825 `L' Street Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST1 -
cat e
PERFORMED FOR: :5�pl"iC�L-L-
LEGAL DESCRIPTIONIJ 5?,
r/oC-
1...,
2 0
3 '�' 0 (��I
4 �
7 I
Gbli• hoµt• � '►� 3
8-
12-
121314
13-
14-
/L
is-
5
is
is-
17 -
77
c /
gcr0.h Irl t.
is
600SCK.
19
20
Eemtm L
COMMENTS
l FSY"t
c
CD 7'0
CS DATE PERFORMI
(lA Township, Range. Section:
�. SLOPE SITE
WAS GROUND WATER p
ENCOUNTERED?
IF YES, AT WNAT
DEPTH?
fto III w'M=w7"r_ Itae G 30L
PERCOLATION RATE ( WW11) PERC HOLE DIAMETER 57"
TEST RUN BETWEEN FT ANMD_ L FT
/�dex /«� trier iv Aw1r11
4
PERFORMED BY ,
1 ' • "`f-� THAT HI/$ ^TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -
72 -008(A" A I
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
563-7155 563-5389 (FAX)
MEMORANDUM
DATE: June 26, 1997
TO: Dan Roth
FROM: Mike Anderson, P.E.��
SUBJECT: Lot 19, Block 3, Knik View Subdivision
Septic System Design Permit Application
The owner of Lot 19, Block 3, Knik View has relocated the proposed house to within 15'
of the south property line and moved it back nearly 25'. This will allow sufficient room to
place the septic system in the front of the house. The attached site plan shows the location
of the new system. We have also redesigned the trench to accomodate the percolation rate
of the soil found in Testhole No. 1. The trench will have an effective depth of 10' with a
total length of 74'. A splitter valve will be placed between the trenches.
Substantial grading has already been completed on the lot with a 79' bench constructed for
placement of the house and septic system. The slope to the front of the lot will be flattened
as much as possible during construction of the system. It is our opinion the system will
function adequately in this new location. Please review the attached information and advise
if you have any problems. We are confident the construction permit can now be issued.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
563-7155 563-5389 FAX
June 11, 1997
Municipality of Anchorage
Department of Heath & Human Services
825 "L" Street
Anchorage, AK 99502-0650
Subject: Lot 19, Block 3, Knik View Subdivision
Septic System Design
Impacts to Adjacent Properties
Dear On Site Services Engineer:
We hereby apply for a permit to construct a new septic system on Lot 19,
Block 3, Knik View Subdivision. The attached Site Plan and backup
documentation identify the size and location of the new absorption
trenches to be constructed on the lot. The subdivision is served by
community water and all required separation distances are easily met. No
conflicts exist with other septic systems in the area.
Testholes performed on the property revealed silty gravels which
percolated at 27 minutes per inch. We have designed the absorption
trenches for an absorption rate of .6 gallons per day per square foot. Total
depth of the system will be 10'. No groundwater was encountered during
excavation for the testholes nor was any noted during the monitoring
period.
The surface of the lot slopes from east to the west at grades varying from
6% to 10%. The surface of the ground in the area of the absorption trench
is fairly flat.
If the system is constructed as designed the following statements can be
made:
1. The system, if constructed as designed, will have no adverse impact
on the wells in the area or those to be constructed in the future. The
subdivision is currently served by a community water system.
Lot 19, Block 3, Knik View Subdivision
June 11, 1997
Page Two
2. The system, if constructed as designed, will have no adverse impact
on existing septic systems in the area or those to be constructed in
the future.
3. The system, if constructed as designed, will have no adverse
impact on reserved space, either surface or subsurface, on any lots
located in the area.
4. The system, if constructed as designed, will have no adverse impact
on drainage patterns in the area. The current drainage pattern will
be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
%
Joe . B 3 fv✓iK 1lit�'✓ ijs. Su,Bo
AREA MAP SHEET NO OF
CALCULATED BY DATE
SCALE 1"-= 100'
CHECKED BY DATE
M
SCALE
JUDD Circle
NS9•S6'J1' 95915 -r'
� N
h
46 179.92 ST
o. � tip � ••�r0`' I JOr. \
04,1.1
20
r"°JJJ I •�� 11 "
\ �..tf` b I •O ry
\ / / J wmv
� ne.00
Is
� p " 11
10 . 1 / ?J
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9
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y
IV
ti
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be...«Odv •y �.
193 f3/fir f14
`°•.
/• v / \BOSS' / 1F�:4 r���4a/•t �Oi G�'.rr:
MR
15 � •" tea. '��: •,;:,. s. !.-
.14.✓/zz ✓14W Es TS.
JOB
SHEET NO. 0/
CALCULATED EY DATE �I%7
•:§+ '� P • (_'•'�i CNECKE0IY DATE
'41 wL-YM• e'Y'• \�
III I YII
! r
i
i Iii I N
OL
01
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m;
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2
Mz:Iii
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I I919r
I
I
I I
It I
I ! I I
II
I
III
Iii
illl-:I�II
-
Dol jl
SYSTEM PLAN
III
NO SCALE
I
1,250 GALLON
SEPTIC TANK
PROPERTY
LINE
-
Dol jl
III
I
1,250 GALLON
SEPTIC TANK
I
7
PARKING AREA/DRIVEWAY, I
LOT 19, BLOCK 3, KNIK VIEW SUBDIVISION
DESIGN FACTORS:
Four Bedroom Home
Perc. Rate: 44 Min./Inch
Application Rate: .45 GPD/SF
SYSTEM REQUIREMENTS:
Deep Trench System
1,250 Gallon Septic Tank
10' Drainfield Rock
4 Bedrooms X 150 GPD / .45 GPD/SF = 1334 SF of Absorption Area
1,334 SF/20 SF/LF (Sidewall Area) = 77 LF Trench Length
Therefore: Construct a Deep Absorption Trench With Two Laterals. One
must be 25' in Length and the Other 45'. Distribution Pipe in Trench
Placed at 3' Below the Original Ground Surface. Place Trenches 20'
Apart With a Flow Splitter Valve Between.
6enrGxri LC
FAabc-
Dtt.Ai.l F icL4
Ro CA'—
"Z&
TYPICAL WIDE TRENCH SECTION' IP -N
(NO SCALE)
NOTE: Grade Area Over Trench to Drain Away.
Minimum 3' of Cover over Septic System.
Mlle --j E / po+
w �G&i - r
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
SUBJECT: LOT 19, BLOCK 3, KNIK VIEW SUBDIVISION
GENERAL:
1. The scope of this project includes the procurement and
placement of a new 1,250 gallon septic tank and the
construction of a total of 74' long X 10' effective depth
absorption trench. Two laterals, one 25' in length and the
other 42' will be required. A splitter valve must be placed
between the trenches. The trenches must be 20' apart.
Flatterning of the slope west of the trenches will be
required.
2. Construction shall be in accordance with the approved site
plan, design drawings, Municipal Permit with any special
provisions or conditions, and all applicable State and
Municipal Wastewater Disposal Regulations.
3. The Contractor shall be
responsible
for
obtaining all
underground utility locates
and for the
layout
of the septic
system and verification of
the location
of all
lot lines.
4. Unless specifically agreed otherwise, the contractor shall
be responsible for final grading areas subsequently
depressed from soil settling. Property owner shall be
responsible for revegetation of affected areas unless
specifically agreed otherwise.
5. Contractors installing wastewater disposal systems must
be certified by the Municipal Department of Health and
Human Services for system installations. Owners installing
their own systems must receive prior approval from D.H.H.S.
before beginning system installation.
SEPTIC TANK INSTALLATION
1. A new 1,250 gallon septic tank must be procured from an
approved source and installed at the location shown on the
Site Plan.
Munidpa0ty of Anchorage
DEPARTMENT OF HEALTH 3 HUMAN SERVICES
825'L' Street, Anchorage, Alaska 99502.0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: 5p14 LL -
LEGAL DESCRIPTION:Lj l�✓�
2-
4-
2 1314 15 16
17-
IS-
19-
20-
17181920
COMMENTS
COMMENTS
wee.4.
II.
7f� I
Esq,
DATE PERFORM
D, Range. Section:
SLOPE SITE
4`
WAS GROUND WATER p
ENCOUNTERED? \ /
IFYES.ATWHAT
DEPTH?
Dots to NwAffig7�-Aln� aft
r
�(,.(EJiGWEER55EAll
�3c4td E Mm wml
LS51•E
6
7-
9
9-
10-
10it
11
/
12-
13-
14-
15-
Is-
17-
IS-
19-
20-
17181920
COMMENTS
COMMENTS
wee.4.
II.
7f� I
Esq,
DATE PERFORM
D, Range. Section:
SLOPE SITE
4`
WAS GROUND WATER p
ENCOUNTERED? \ /
IFYES.ATWHAT
DEPTH?
Dots to NwAffig7�-Aln� aft
r
�(,.(EJiGWEER55EAll
�3c4td E Mm wml
LS51•E
PERCOLATION RATE�(mt=wwAZ) PERC HOLE DIAMETER E
TEST RUN BETWEEN 7r FT ANDS L FT
71'ar�
PERFORMED B'V' 1 TI THAT THII; ;TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE E
DATr 7 7
724= fAev. �rE3
■����rz>���v�s�s
PERCOLATION RATE�(mt=wwAZ) PERC HOLE DIAMETER E
TEST RUN BETWEEN 7r FT ANDS L FT
71'ar�
PERFORMED B'V' 1 TI THAT THII; ;TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE E
DATr 7 7
724= fAev. �rE3
(FEr� 14&
. SS '_IPGINEERSSEALI;,,
Munldpa of Anchorage
ty
fi 63 •fi t S •,I
as •i�Z%i ."A 4. ..
DEPARTMENT OF HEALTH 6 HUMAN SERVICES
1
sem• •,«,.-«e«- jar/}_� �.'
✓ 825 •L" Street, Anchorage, Alaska 89502 -MO
«—"�•xsr-�
SOILS LOG— PERCOLATION TEST
'"tisM°`�aA"�"•" atFy`v'
.
6
PERFORMED SPCA CLL. DlarvlES1
��Y.0 � .�� mow•
DATE PERFORMED:
FOR:
LEGAL OESCRIPTJON:L—��_ 1!:>s K � F -J K V�Township, Range, Section: or
(FEr� 14&
COMMENTS
EZ3:
SLOPE
WAS GROUND WATER (/
ENCOUNTERED?
IFYES.ATWHAT
DEPTH?
oniawow
m
Yoape017 _Z— 9
Qut -�
J
PERCOLATION RATE Ll tmwndwvidi) PERC HOLE DIAMETER ? >,
TEST RUN BETWEEN FT AND FT
san, A --j Ailer 74- 'i`"r
PERFORMED BY: " • - 1 rl 5� `"Ot—CMNFY THAT TH/JJS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE �� "• 7
72-008 Acv uss
2-
3 4
3-
4-
5
5
CC
6
nco
�SM
8
/
_�e55Jou�5P.
9
0
0
10
c/
11
12
13
14-
415
is-
16-
1817
17-
18-
1&1920
19
-
20
COMMENTS
EZ3:
SLOPE
WAS GROUND WATER (/
ENCOUNTERED?
IFYES.ATWHAT
DEPTH?
oniawow
m
Yoape017 _Z— 9
Qut -�
J
PERCOLATION RATE Ll tmwndwvidi) PERC HOLE DIAMETER ? >,
TEST RUN BETWEEN FT AND FT
san, A --j Ailer 74- 'i`"r
PERFORMED BY: " • - 1 rl 5� `"Ot—CMNFY THAT TH/JJS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE �� "• 7
72-008 Acv uss
Ntunidp of AHUM t
' DEPARTMENT OF HEALTH
& HUMAN b AN SERVICES
M "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: :5pM1fiLL 140M6S DATE
LEGAL DESCRIPTIONkWCrn 104
M
y b
1 7 to
8-
10-
11 10,1
i
,2
13 /
14 e
15
16
17 -�3
,6
,9
20
w
a
►u :acid E.. ��: �✓v+�
COMMENTS 4-s7l
WAS GROUND WATER A /
ENCOUNTERED? v
IFYES.ATWHAT
DEPTH?
gob to witar ON
UwAffi ip? tWt
NEEMOR
• MEMS EMENOmm
OEM NERENE
MWENEENEEN 9
PERCOLATION RATE 33 (rt utwwch) PERC HOLE DIAMETER 1i=i
FEST RUN BETWEEN 5 FT AND "o FT
RUN
PERFORMED 6Y: , 1 ' " ""44tt /"" ed— `'^'IFY THAT TH/I�5 TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE G/I Q 7
72-= IR". USS)
Municipality ®i Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
CL
Certificate of On -Site Systems App
6),51
Parcel I.Q,&t6-043-21
1. GENERAL INFORMATION:
Complete legal description Knick View Estates; Block 3, Lot 19
Location (site address) 22613 Judd Drive *Chuqiak, AK 99567
Current Property owner(s)
Mailing address
Expiration Date:
Day phone
Real Estate Agent Tate Rodgers Day phone 907-302-6262 —
2. TYPE OF DWELLING:
Z Single Family (w1wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
.4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual
z
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
El
WaiverNariance request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $_ I I -R.
Date of Payment <'3 f ioZ loir!J(�_
Receipt Number
COSA #
Date:
Waiver Fee. $
Date of Payment
Receipt Number
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.
Name of Firm: Garness Engineerinq Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: c l p Zv
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
6. DSD SIGNATURE
O System #1 Approved for L( bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms,
#AECC884
_
with the folla`vg IG -SIT[.! Gtr'
W
. �ry
PRGGRA,,;: _� R
By: - f = Original Certificate Date:�13
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 Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other` I Aa -P 2 ®`t
COSA Checklist
Legal Description: KNIK VIEW ESTATES; BLOCK 3, LOT 19
If more than 1 septic system on lot: COSA Checklist # 1 of 1
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled
Total depth ft
Cased to ft
❑ Sanitary seal is functioning correctly
>Wiresare operly protectedabove gro in.
t OSAel at beginning of test
Parcel ID: 015-043-21
Structure served by this system 1 e
Well production at '
of test gpm
Water sto a tank volume
gallons
disinfected for coliform
test? E] Yes XNo
❑ Coliform bacteria is
Negative
Nitrate mg/L
❑ Nitrate less than MRL (ND)
Arsenic/ ug/L
❑ Arsenic less than MRL (ND)
Collected by "/,.a,
Date of Sample
ft.
AWWLI WATER
B. TANK DATA
Age of tank(s) 23 years
Tank type/material SEPTI -TEE
Measured operating fluid level in septic tank 50
❑■ Standpipes/foundation cleanout per record drawing
Date of pumping Akwc, —a ;r �—O
D. ABSORPTION FIELD DATA DUAL TRENCH - WEST/EAST
Which system tested (date installed) 9/18/97
Al ALL standpipes present per record drawing
Total measured depth from grade 16.5/17.8 ft (max)
Measured depth to pipe invert from grade 5.6/8.1 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
■❑ Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced N/A gallons
Comments/Deficiencies: TESTED WEST TRENCH ONLY
COSA Checklist yellow sheet
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments: N/A
Adequacy test date 2/11/20
Results ❑✓ Pass For 4 bedrooms
Fluid depth prior to test 6/0 in
Water added *860 gal
New depth 13/0 in
Elapsed time 120 min
Final fluid depth 8/0 in
Absorption rate 600+ gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date N/A
NONE
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
Community Sewer Manhole/Cleanout > 10 '
❑ Yes
if No
ft
s if No ft
Neighboring Tank > 100' ❑Yes
if No
ft
Pri� a Sewer/S Ine > 25' ❑Yes if No ft
Absorption Field on Lot > 100' ❑Yes
if No
ft
�c� in Tank > 100' ❑Yes if No ft
Neighboring Absorption Fields > 100'
Animal Containment > 50' El Yes if No ft
I No
ft
�75'0
Manure/Animal Excreta Storage > 100'
Community Sewe n > Yes
if No
ft
❑ Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ✓❑ Yes if No ft Surface Water > 100' ❑✓ 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 ft
Water Main > 10'✓❑ Yes if No ft Community Wells > 200'✓❑ Yes if No ft
Water Service Line > 10' ED 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 7.5 ft If absorption field is under driveway comment below
Property Line > 10' 0 Yes if No 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 ft
Surface Water > 100' 0 Yes if No ft
F. ENGINEER'S COMMENTS
*ASSUMED **ASSUMED - SEE AWWU CONNECT CARD
DRAINFIELD IS 16' AWAY FROM 40% SLOPE ti�-jL►C+� �Lr Z3�►�-z�1
G. ENGINEER'S CERTIFICATION �QnF oov,_
l certify that l have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
#AECC884
0
MUNICIPALITY OF ANCHORAGE
WATER & WASTEWATER UTILITY
3000 ARCTIC BLVD.
PHONE: (907)564-2762
BLOCK/LOTITRACT BLK 3 LT 19
3r C'C)
-I- 2_
WATER
CONNECT PERMIT 97 - 5114
DATE OF APPLICATION 06/24/97
SCHEDULED COMPLETION DATE 12/31/97
SUBDIVISION KN1K VIEW ESTATES
TAX CODE 5104321 GRID NW1558 AS -BUILT
STREET ADDRESS 22613 JUDD DRIVE
OWNER WALDEC ENTERPRISES INC
MAIL ADDRESS 6208 STAEDEM DR ANCHORAGE, AK 99504
U SINGLE FAMILY
MULTI -DWELLING No. APTS
COMMERCIAL
PHONE
CONTRACTOR SPINELL HOMES
ASSESSMENTS
11 Repair Existing Service
Main Line Extension
IXi On Property Only
City Tap
O Have Been Levied --�e�—
Hydrant Only
n 50' or Longer
To Be Levied
Main Tap - To Property Line Only
Comments:
Main Tap & On Property Connect
Row No.
_
Disconnect
R & R - Main Tap Only
OwnerIStaff
—'
CONNECT SIZE 1"
ISSUED sparr
PAID CASH
INSPECTION FEE $ 103.00
PERMIT FEE $ 45.20
❑ CHECK #
$ 0.00
F] OTHER
DEPOSIT $ 0.00
INSPE TED BY—
REIMBURSABLE
TOTAL $ 148.20
NUMBER _--
DATE
REMARKS
PERMITTEE (Please Print)
MAIL ADDRESS ,
SIGNATURE
PHONE
POST IN A CONSPICUOUS PLACE AT THE JOB SITE
AWWU INSPECTOR
Original
DATE SCHEDULED TIME INSPECTOR
SUBDIVISION KNIK VIEW ESTATES BLOCK/LOT/TRACTBLK 3 LT 19
INDICATE NORTH
I -C
I
I �
I
I
I
I o
o�
I
INSPECTION REPORT
I
�a
I
I
1
YLINE BLOWN OUT
Z
I
INSPECTOR
❑ K.B. &_T.W. - OK AFTER BACK -FILL
SIZE CONN 1"
❑ OPEN BORE FLUSH
CORP. STOP
/
CURB STOP C TO C
❑ 200 LB. TEST
FTOPPER PIPE
114" R 2" KEY BOX
❑ MAIN CHLORINATED
THAW -WIRE
THAW-PLATE/NUT
❑ CHLORINE FLUSHED
KEARNY CONNECTOR
I OTHER
❑ DOMESTIC ONLY ❑ BOTH FIRE & DOMESTIC
❑ FIRE LINE ONLY ❑ FIRE HYDRANT ONLY
DATE OF TAPE / / BY
SIZE MAIN ❑ ALLEY ❑ STREET ❑ EASEMENT
TYPE MAIN E CAVATOR
DISCONNECTS ❑ YES NO SIZE OF DISCONNECT
COMMENTS
KEY BOX LOCATION_;�_.�'��-t,_. ---
INSPECTION REPORT
YLINE BLOWN OUT
I I
❑ INSULATED
INSPECTOR
❑ K.B. &_T.W. - OK AFTER BACK -FILL
DATE � /
❑ OPEN BORE FLUSH
I
/
COMMENTS
❑ 200 LB. TEST
❑ MAIN CHLORINATED
❑ CHLORINE FLUSHED
- OK TO TURN -ON
❑
DO NOT TURN -ON
Septic 'Tank Advisory
Certificate of On -Site Systems Approval #OSC201082
Subdivision: Knik View Estates BLK 3 Lot 19
Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for
this property is 23 years old. Typical replacement costs range from $8,000 to $11,000.
This advisory must be attached to all copies of the subject Certificate of On -Site Systems
Approval.
This is an example of what the metal of a 20 year old steel tank MAY look like.
Ma�Gng Address SP�Ct Box 196650 �Anchorage; Alaska 99519 6x650 *wwwis t
muni org
Municipality of Anchorage
Development Services Department
Building Safety Division'
Onsite Water and Wastewater Program .. I T.
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.o.o;sT-04?)- zi COSA# ogco,;t'
Expiration Date: a — a 5'_ 0 9
1. GENERAL INFORMATION
Complete legal description Lot 19: Block 3; Knik View Estates
Location (site address) 22613 Judd Dr. Chuglak, AK 99567
Current Property owner(s) Joe & Pam Pawloski
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
❑
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑�
Day phone 244'8059
Day phone
Day phone
Z/X 3 K
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
❑�
Individual Holding Tank
❑
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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. 1 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.
Name of Firm S a S Engineedng •.�) Phone 694-2979
Address 16861 S. Birchwood Loop ougfiWAK
Engineer's Printed Name
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for
Date
bedrooms, with the following stipulations:
A.:kdd
14$7-2
Attachments:
COSA Checklist X Arsenic Advisory
Septic System Advisory Maintenance Agreements
Well Flow Advisory Supplemental Engineer's Report
Nitrate Advisory Other
By: �/ Ltd, Original Certificate Date: -a- _a 6-- D8
(P.. „jos)
Municipality of Anchorage ••,
'-° Development Services Department ,
/ Building Safety Division , • , „
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: � � wj.) 557-, Parcel ID: 05-1— 10 43-2 I
A. WELL DATA
Well type' ` a IC
Date completed
Total depth ft.
Date of test
Static water level
Well production
WATER SAMPLE
Coliform
ug/L
If A, B, or C provide PWSID # 21 Sq6q Well Log (YO1Qii o
Sanitary seal (YIN) _
Cased to ft.
FROM WELL LOG
mL ' Nitrate mg/L
date of sample: _
B. SEPTICIHOLDING TANK DATA
TankTypelMateriat lC.
Wires properly protected (YIN)
Casing height
Uyl
Other bacteria colonies/100 mL
Collected by:
Tank size _1260 gal``'' Number of Compartments -
Foundation cleanou (©N) lEg Depression over tank (Y®_Q___C>
Date of pumping _4� Pumper `t f �,S'PV11
C. ABSORPTION FIELD DATA
Cleanoutsvi ) _u
High water alarm 00
vix�G
Date installed i A `� Soil rating(g.p.d.e r ft2fbdrm) �5 System type bEFeyr >-Lxti
r
Length .7b r ft. Width 3 ft. Gravel below pipe /D It.
r
Total depth ft. Eft. absorption area `(L_ftZ Monitoring tube Depression over field _V_0
Date of adequacy test .91-7/ob Result(Pas / ail) For _�__ bedrooms
it 1,
Fluid depth in absorption field before test 19' In. Water added gal. New depth in.
Elapsed Time: Ioa min. Final fluid depth a tn. Absorption rate >_ &CO t g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y& type) No If yes, give date r
D. LIFT STATION N/A
Date installed
'Pump on' level at _ in.
Datum
Size in gallons
in. High water alarm level at in.
Cycles tested Meets alarm 8 circuit requirements?
E. SEPARATION DISTANCES UBUc
SEPARATION DISTANCES FROM WELL ON LOT TO
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service
On adjacent lots
Public sewer manhole/cleanout
Holding tank
areas Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
rI
Building foundation M Property line _� Absorption field
�
Water main 070 r Water service line ROr Surface water /00 -r
Wells on adjacent lots 9Q0 -+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line !D + Building foundationD + Water main /b -F
r / t
Water Service line /0 4 Surface water hGV " /' Driveway, parking/vehicle storage o2
r
Curtain drain 1,>��t7i. JPaVW0 Wells on adjacent lots aW -4-
F. COMMENTS
G. ENGINEER'S CERTIFICATION r y�pi1F;. • " 1
1 certify that I have determined ugh held inspecti sand r*
review of Municipal records that a above s
ysle4 are
conformance with MOA COS gu' lines n lafect t s dal .
r�
ska..
Engineer's Printed Name �' ��', '�• A- ward
Date
ti
COSA Fee $ 41'30 - Waiver Fee $ _
Date of Payment 2,/ 0-0 /0 2p, Date of Payment
Receipt Number O0550D Receipt Number.
(Rev. 11105)
I MUNICIPALITY OF ANCHORAGE
• DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services TMW
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY.
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel l.D.# 05104321✓ HAA# V\E\�`1C��did�
1. GENERAL INFORMATION
Complete legal description Lot 19 Block 3, Knik View Estates
Location (site address or directions)
Property owner Waldec Enterprises Inc. Day phone 344-5678
Mailing address r Vangliard T)rivp Anchorage,
Lending agency
Mailing address
Agent
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
Day phone
Day phone
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site XX
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
n4M (R". L91) Front MOA121
S. 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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I furtherverify 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm Anderson EngineeringPhone 563-7155
Address P.Q. Box 240773 Anchorage, AK 99524
Engineer's signature mat.aL � ^— Date 9/19/97
6. DHHS SIGNATURE
_X Approved for 4- bedrooms.
Disapproved.
•°':c+' ��.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
a
N
4tITIC
M
Date lO-/7-y7
The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in Order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct Inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
non (AW. 1/91) Swk MOA 921
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Municipality of Anchorage
- DEPARTMENT OF HEALTH & HUMAN SERVICE84CIPAITM of ANCHO
Environmental Services Division ENv,,Ow,NTAL,,,v,a1 D
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) SEP343A7,d 1997
Health Authority Approval Checklist RECEIVED
Legal Description: Lot 19, Block 3, Knik View Est -Parcel l.D.: 015104321
A. WELL DATA
Well type PWS If A, B, or C, attach ADEC letter. ADEC water system number 218409
Log present (Y/N) Date completed
Total depth Cased to Casing height (above ground)
Sanitary seal (Y/N) Wires properly protected (YM)
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS: Public Water System
Coliform Nitrate Other bacteria
Date of sample: Collected by:
B. SEPTICIHOLDING TANK DATA
Date installed 7/1/97 Tank size 1 , 250 Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (YM) Y Depression (Y/N) N ;High water alarm (Y/N) N
Date of Pumping New Pumper Construction
C. ABSORPTION FIELD DATA
Date installed 7 / 1 , 2 / 97 Soil rating (g.p.dJftz or ft2/bdrm) -45 System type Deep Trench
Length 70' Width 3Gravel thickness below pipe 10' Total depth 15'
Effective absorption area 1 , 4100 SF Monitoring Tube present (YM) Y Depression over field (YM) N
Date of adequacy test New Const. Results (Pass/Fail) Pass For 4 bedrooms
Fluid depth in absorption field before test (in.); Immediately after_ gal. water added (in.): _
Fluid depth (Ins) Minutes later. Absorption rate = a.p.d.
Peroxide treatment (past 12 months) (Y/N)
72-026 (Rev. 3/96)'
If yes, give date
D. LIFT STATION None -on Lot
Date Installed
Manhole/Access (Y/N) _
High water alarm level at* _
Cycles tested
E. SEPARATION DISTANCES
Size In gallons
"Pump on" level at*
'Datum
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer /septic service line
,r
"Pump off" level at*
Public Water System
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation 211 Property line 50' Absorption field 1 n'
Water main/service line 20' Surface water/drainage > 1 00' Wells on adjacent lots > 70n'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line >10, Building foundation >10, Water main/service line > 10
Surface water >100, Driveway, parking/vehicle storage area 2'
Curtain drain None on T.o Wells on adjacent lots > 700'
F. ENGINEER'S CERTIFICATION
)'s VeTs
I certify that I have determined thru Geld Inspections and review of Municipal recorris'tliat fhe ahove'Syst@ms are
in conformance with MOA HAA guidelines in effect on this date.
Signature
Engineer's Name Mi t, 1 F- And rcnn, per,
Date 9/19/97
HAA Fee $ '�i n O _") Waiver Fee $
Date of Payment 0 ..n n �CV) Date of Payment
Receipt Number �.�—k �Ol U Receipt Number
72-026 (Rev. 3(96)'