HomeMy WebLinkAboutTONJESS ESTATES BLK 3 LT 2Tonjess
Estates
Block 3
Lot 2
#051-831-09
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page / of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number D TPI S/Z(S PID Number: an 8310 9
Dwelling: 0Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ■ New gJ Upgrade
Name:
61_ SCA! t-EON4RD
ABSORPTION FIELD
Address
_terDeep
2 y Rgo J ess0 Lit, GT
Trench ❑Shallow Trench ❑Bed ❑Mound
❑ Other
Phone
21/4/—/ 930
Number of Bedrooms
3
Soil Rating tea
/ GPD/SF
Total depth from original de
Ft.
LEGAL DESCRIPTION
Depth to pipe Invert fromoriginalgrade
Gravel depth beneath pipe
Subdivision Block Lot
3 2
Z. 5 Ft.
L_ Ft.
/ 3- S-r err
Fill added above original jaade_
Gravel length
Township Range Section
C.J, J+ Ft.
8 Ft.
Gravel width
Beds: Number of Lines
Distance between lines
SEPARATION DISTANCES
5 Ft.
—
— Ft.
To
From
Septic
Tank
Absorption
Feld
Lift Station
Holding
Tank
Sewer
Line
Total absorption area
4 80 Ft2
Number of trenches
/
Dist. between trenches
Ft.
Well
/Oa —
/00 /f
—
Zs tTANK
IgiSeptic El S.T.E.P. II Holding IN Other
t�(
Manufacturer
Capacity/
Capacity/
Surface Water
da f f.-
4
_
—
A
/i Ni HQ 4 /Y CE 7-4/Vu
A,.
0 Gal.
r/
�a Q
Material
Number of compartments
Lot Line
/Q/4
(0 rf
—
—
NA
SYe L
2
Foundation
- S ii-1
(J /-ii-
--—
�
LIFT STATION AM
Manufacturer
Capacity
Curtain Drain
".r-
j0 t—
—
Gal.
Z i.
Remarks ` S .: �
Pump on level at
Pump off level at
High water alarm at
/�
0 VC' /2 ref A k pc 7/z a'
in.
in.
in.
/
Pump make and model
Electrical Inspections performed by
Installer/
PIPE MATERIAL House to tankPt/�3o3ydrainTankfield to P✓C
b/� AN
�I
Drainfield L CO/MTSOn
Inspector �a r fit FOA
BENCH MARK (Assumed elevation) /00 ft
InspectionLocation
dates: 1 7/2 7/15' 2th is
and description
3'" U (3II S 4"
S'T40t L-4N6IN 6'
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Conditional Approval: Date
Engineer's Stamp
t.. ?a I'.
m 1 ,'4+ 9$
..••gl
Approved i PdX Date 2 .. 7— /s'
ItkJ.:-
9nti W. Eng
11' . tia V�`oo
aa1� n4o Ey o '
nspection HepoW 9-1-T2.dec
Existing Well
R100
Lot 1 A
Ne 1000 Gallon
Sep .'c Tank w/DCO's
AS -BUILT MEASUREMENTS
A
B
ST2 19 55
DCO 21 58
MT1 44 81
T 82 98
CO2 86 100
Existing Well
0
R10
0
Lot 3
NOR THR/M :.49mt •.
ENGINEERING ••• ••�
PO fax 770724En r
Eagle Rhnr, Alaska 99577 t 4,-
907.694.7028
T❑NJESS ESTATES
BLOCK 3 LOT 2
WASTEWATER RECORD
UPGRADE SEPTIC
RECORD
LAYOUT
1° = 40'
Dob: EET:
8/3/15 2 of' 3
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Final Ground Elevation @ 93
,26 = uoisonal3
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O
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+ CO
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0
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• N
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= uoi}onal3
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UI
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[\JaRTHRIM
ENGINEERING
S❑ILS LOG — PERC❑LATI❑N TEST
Performed For: Cindy Wilson
Date Performed: 7/24/15
Legal Description: Ton jess Estates B3 L2
1
2
3
4
5
6
7
8
9
10 -
11 -
12 -
13 -
14
15 -
16 -
17 -
18 -
19 -
20 -
21
DEPTH
(FEET)
Organic
SP Sand
w/ Gravel
T.H. Location: See Attached Design
Groundwater? No
Depth
Water Depth
None
#
Date
Gross Time
Net Time
Depth
Net Drop
1
7/24
0
--
11'
--
2
7/24
10
10 min.
16'
5'
3
7/24
12
--
11'
--
4
7/24
22
10 min.
16"
5"
5
7/24
25
--
11"
--
6
7/24
35
10 min.
16"
5'
7
7/24
37
--
11"
--
8
7/24
47
10 min.
16'
5'
9
7/24
50
--
11"
--
10
7/24
60
10 min.
16'
5"
Percolation Rate 2 min./inch Perc Hole Diameter 6"
Test Run Between 5' and 6'
Comments: Presnakpd, Measured to nearest 1/16th inrh.
Performed By NorthRim Fng I 5'C CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DATE: 8/4/15
41577
NORTHRIM *.4smi� .
ENGINEERING
Eagle River, Alaska 99377
907.694.7028
PO Box 770724 '•r+t:
Ee
TESTH❑LE LOG
GE❑TECHNICAL
TH1
Dake:
8/4/15
EET:
On -Site Wastewater Disposal System Permit
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
Permit Number: OSP151215
Tax Code Number: 05183109000
Work Type: Septic Upgrade
Permit Effective Dates: July 23, 2015 to July 22, 2016
Design Engineer: NORTH RIM ENGINEERING
Subdivision: TONJESS ESTATES
Site Legal Address: TONJESS ESTATES BLK 3 LT 2 G:1462
Owner/Address:
OLSON LEONARD 0
639 WRIGHT DR CUSTER SD 577300000
Site Mailing Address: 24850 JESSE LEE CT, Chugiak
Lot Size in Sq Ft: 54271
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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: PRIOR TO CONSTRUCTION: Additional testholes are required to verify the
permitted design. If design revisions are required, an approved change order shall be acquired
prior to construction. Testhole results shall be submitted with the inspection report.
Received By:
// i
Issued By: I,i/V)L�L _J Date:
• MUNICIPALITY OF GE
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-
one: 907-343-7904
Fax: 907-343-7997
Property owner(s) OLSON/ Day phone 2414/1—/ 930
Mailing address Z4/8So 56SJ'S 4 -EF 0o(AT
Site address .S,¢/'► C
Legal description (Sub'd., Block & Lot) TONfsx-f' ESTff7€S $3 G2
Legal description (Township, Range & Section)
Lot Size J9/, z 7/ Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field 0 Initial ❑ Single Family (SF) p
(w/wo ADU)
Septic Tank Upgrade [�
Duplex (D) ❑
Holding Tank ❑ Renewal 0 Multiple Dwellings 0
Privy 0 (SF and/or D)
Private Well ❑
Water Storage 0
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
ePE.
(Signature of property owner o uth�orized agent)
Permit/Rush Fees: 51A — Waiver Fees:
Date of Payment: 1-110/15 Date of Payment:
Receipt Number: 03'Sa3 D Receipt Number:
Permit No. 35 P151a:15" Waiver No.
Permit App_9-1-12.doc
JCRTFRI M
ENGINEERING
MEMO
Steve Eng, PE, PH
P.O. Box 770724, Eagle River AK 99577
(907) 694-7028
SteveEngPE@gmail.com
Date: 7/10/15
To: MOA On -Site Services
Subject: Tonjess Estates Block 3 Lot 2
Septic System Upgrade
Number of Pages: 5—
An
An existing trench has failed on the subject lot. A number of soil tests in the area reveal sandy
soil and no groundwater. The design calls for a 5' -wide trench, and a new septic tank. A new soil
test will be completed prior to construction to verify the soil. The entire subdivision is on wells
and septic systems. The terrain slope is flat. The system size is a single family at 3 bedrooms.
Please review the wastewater system design for the existing 3 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.
Thanks -Stec
[bRT1-..RIM
ENGINEERING
;4
t1' , �
1 . Steven W. ins 4U 1
1.1}
19 • •. "7/jam flr Tonjess Estates, Block 3, Lot 2
SPECIFIeA ,i&^DESIGN GUIDELINES
Wastewater System Sizing: This is an existing 3 -bedroom, single family home. This is a
developed subdivision. These lots are large and are served by private water wells. No
adverse impacts are expected from trench/tank upgrade. 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. Many soil tests in the area reveal sandy soil. A test
hole will be completed prior to construction. An application rate of 1.0 GPD/FT2 with 0.5
reduction factor for utilizing a 5' wide trench. Trench Length = 450 FT2/5' x .5 reduction
factor = 45'; 1 line @ 45'. A new 1000 gallon septic tank will be installed;
Decommission old tank per UPC.
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 1000 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 to 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 1/2 inch to 2 %2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Perforated pipe to be installed level with perforations down.
• Silt barrier (filter 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)
bb
43 4 -
or Cr:
'•tee$
Flat Slope
Septic
New Tre
Septic
Lee Court
15' Utility
Shafer
TH 0
MT/CO
-
Existing Well
0
R100 -
Slope
New 1000 Gallon
Septic Tank w/
Existing Well
R100
5% Slope
Dec
Se
P
rirnission Old
is Tank/Trench
UPC
Flat Slope
DESIGN NOTES:
1. Total Depth of Trench is 6'— Insulate.
Terrain Slopes Slightly North.
2. Sewer Service Line minimum 2% slope.
3. Private Water Wells.
4. Decommission Old Trench/Tank Per UPC.
5. Test Hole Prior To Construction.
Septic
5% Slope
NOR THR/M
ENGINEERING
PO Box 770724
Eagle River, Naska 99577
907.694. 7028
T❑NJESS ESTATES
BLOCK 3 LOT 2
WASTEWATER DESIGN
UPGRADE SEPTIC
1" = 40'
PLAN
LAYOUT
Dote: Ern
2 of' 3
Foundation Cleanout
Opposing Cleanouts Between Septic Tank & Trench
>
0
U
d
3
O
O 0-
0 LJ OW
o
To End -Point of Trench
a
0
-P
(41—
c
O g
da
L
L7 S U
o
Uw
o¢i
LI
Monitor Tube
Final Ground
on Compacted,
Effective Depth , _
M r
oc a
o tri
o, O
U 0 >,
a U L
a
u LN aN
sa £ .Th#- o U
io O £3 g i-' N
P21 L d
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- a£ N -I + L
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END VIEW
0
•1 MUNICIPALITY OF ANCHORAGE el
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
46f Ie ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
D2
Q
�
i w f'
CXCf7viv t En/6/n/FER.s
P. O. Bax 1q - 3 9 C/ -1v&'/ le) flt
tor Z $LK. 3 -MN 7ES5 ES'T.
DISTANCE TO:
Well ± 150
Absorption area /
t ,.p— is. Dwelling ± /
Manufacturer - 6R-en2 Material SEL
Liq. capacity in gallons)
, no ID
IF HOMEMADE: (Inside length Width
SiOZ DISTANCE TO: Well A/
0 E 4 ManufacturerZ 1-
..
O Well Foundation / Nearest lot Ime / PERMIT NO. e
� = DISTANCE TO: t 110 .f ZS -F 5. �r F.
= No. of lines Length of each line , Total length of li ps / ¥rench width Distance between lines A//
f ▪ — C t $�(< •i',�(O f .i0 Inches /�
GF- Top of tile to finish grade f Material beneath tile R inches Total alt �rptliin area
Length Width Depth PERMIT NO. iirr��
W /�
a. F Type of crib Crib diameter / V grib depth Total effective absorption area
wd
la
to DISTANCE TO: Well Building foundation Nearest lot line
.0 Class pt' l s�IA/& Driller Distance to lot line I PERMIT NO.
t)
W DISTANCE TO: Building foundation Sewer line Septic tank Absorption weals)i
(PHONE
9�I57,7
I ANEW
D UPGRADE
NO. OF BEDROOMS 3
PERMIT NO. c g.
No. of compartments
Liquid depth
PERMIT NO.
2.
Material Liquid capacity in gallons --
OTHER
PIPE MATERIALS
CAS? Er PYC
SOIL TEST RATING
INSTALLER
/ro 4'/Rrc.
EXC/?►A77Alt Cry IAle eIZS
REMARKS
r /las• J • .• •1
•' 4
r : aobort A. Shako; ;.. a'
LP` oI No. 119.E
i !
it ¢ `C0 aea."..
DATE LEGAL
rriteb
'—S s s E`IaIF1°=RI L3
r ;OLE.FIV R� ALASYJl 0-577
11.CIt.
J
MUNICIPALITY OF ANCHORAGE
Department(p Health and Environmentafrotection gtipuAtti
?}I 825, Street, Anchorage, AK. '.,.'3501 ' •
264-4720
-----
Permit # (47,77�� * * HANDWRITTEN PERMIT * * *
WELL AND/OR -ON-SITE SEWER PERMIT /�
Applicant: cirAr, e.1 Mailing Address: l�&c8K -39
0
Location: , / Phone Number:
Legal Description: Lo+ 2 A R 76 -t -r pss cry/Lot Size:
Type of Soil Absorption System Is: l/
Trench: k Drainfield: _ Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: es Soil Rating(sq.ft/br) /SD
The Required Size of the Soil Absorption System Is: '
Attecti
i
DEPTH LENGTH S G .GRAVEL DEPTH 17 / WIDTH Oil
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLD.LNG) TANK SIZE = / 0(90 GALLONS * *
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* *.* TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this departmen
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 fee
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * *
I certify that:
PERMIT EXPIRES DECEMBER 31, 1 9 3 3 * * *
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes. :
(3) I understand that the on-site sewer system may require enlargement if
the reside ce is remodeled to include more tha 3 rooms
Signed: /I?.14,¢A�,CJ Issued by:,
Applicant`-' S --/6 —
Date: U .
SWP/024(1/81)
1'
•
•
PERFORMED FOR:
n
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage. Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
EXCfVP tNb Er.1GINIF?ra-C
LEGAL DESCRIPTION: L.S 2
DEPTH
1 '.!
2c
a c
3 Q '
S_
4 —°
5- -
6-&,-
b4` -
8 - -Q-.
V
s=
�
o�
10=cam
11-
-.
12
13-
og-GRN tc
I. SOILS LOG
in PERCOLATION
TEST
DATE PERFORMED: s1l `83
B• 3 ToMtrPss t:�T_
RED SiL-T`( 5I4iND
SW
125 / tz
SP
14- —��pF q oZ3
ch
15- .
A r
16- rh •.s' ': •le
.. •.., o -I
li — Jl� Ro srt A. Shafer • L.,/
, Ho. 1457-E
- der
19 - `u5\::Ew,a��•'
20 -
SLOPE SITE PLAN
PL
WAS GROUND WATER ;/��O L
ENCOUNTERED? s`1
0
P
IF VES, AT WHAT
DEPTH?
COMMENTS
PERFORMED BY: *s a E",1CINETAI I
i- unl3LW.
:+'n t,RIVER. AI.ASIC1 £ri`77
72.006 (6/79) _PN.694-2$7D
Reading Date
PERCOLATION RATE
TEST RUN BETWEEN
CERTIFI
E
RoRb
rpo'
c„ _,,krest.
Itt
Gross Net Depth to Net
Time Time Water Drop
'r1
'JAIL
(minutes/inch)
FT
N
37�2 .
DATE:
Trralfirb artuing'tng
by
OOC co. Eba
SULLIVAN WATER WELLS
P. 0. BOX 272. CHUGIAK, ALASKA 99567 • TELEPHONE 688-2759
OWNER OF LAND s" Ili a E Piz. /0 Ti
ADDRESS pa do if ,J{'/ eN‘t6iHK
LEGAL DESCRIPTION / 7) '; e K 3
DATE -Started 57,#/F3 ' Ended
PERMIT NUMBER
KIND OF FORMATION:
read Ezr
CX/6/F3
DEPTH OF WELL I Do e
STATIC LEVEL OF WATER FT, 6 3
DRAW DOWN FT,
GALS. PER HR / ro
KIND OF CASING G 'c
From n Ft. to T»»2 Ft. AOR °F" From _Ft. to Ft.'
From -a Ft to_ii__Ft fA"JO 6'4.rit`jC `-•' From' Ft to Ft."
From Ft. to Ft. 'lock 0 t4! _j' From Ft to -Ft
From /a Ft to 7a Ft. •Sts..O (ene-'V'L From Ft to '/ Ft.
From 7r, Ft. to rt, Ft. /ic u 6 C "—÷.1 From _Ft. to Ft
From , ( Ft to 4 C Ft. S /4 r`-''0 W/ -01ftCt-From Ft to Ft
From r L Ft. to I,) 1 Ft. frl-d,i C,'4 -'S2 4 From Ft to Ft.
From Ft to Ft. 1 LUua i%� From 'Ft to~ Ft.
From Ft. to Ft. From Ft to Ft.
From Ft to Ft. From Ft to Ft. '
From Ft. to Ft. From _Ft. to' Ft.
' t
From Ft. to Ft '
. !--.From -From Ft. to Ft.
-
From Ft. to—Ft. From Ft. to Ft.
From Ft. to Ft. _ From Ft. to' Ft.
From Ft to Ft. From ` Ft to Ft.
From Ft to Ft. From Ft to Ft.
I____
1 ..-.,
From Ft. to Ft. ' From Ft. to Ft
MISCL. INFORMATION: ` ‘‘..• i - . v
DRILLER'SNAME '?/111
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 051-831-09
Expiration Date: 2 Z— t
d
1. GENERAL INFORMATION
Complete legal description Tonjess Estates Block 3 Lot 2
Location (site address) 24850 Jesse Lee Ct, Chugiak, AK
Current Property owner(s) Griffin Day phone 244-1930
Mailing address same
Real Estate Agent Cindy Wilson, Partners Day phone 244-1930
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class C Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
® Individual El
❑ Holding Tank ❑
❑ Community ❑
❑ Public Sewer ❑
Received by:
COSA to be released to the engineer, unless otherw se requested by the engineer.
Date: c510
G
COSA Fee $ 2_ G Date:
Date of Payment
g -/Hs
Receipt Number (97/1( ,7
Date of Payment
,r7 Receipt Number
COSA # (/ �.. ( /( 00 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 NorthRim Engineering
Address PO Box 770724, Eagle River
Engineer's Printed Name Steve Eng
6. DSD SIGNATURE
System #1 Approved for bedrooms.
System #2 Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stiplil t?ons!ss
By:
Phone 694-7028
Date 5/23/2016
O
ct
= ON-SITE r9G.
WATER /AND
WASTEWATER o
PROGRAM ca
523 -147 Original Certificate Date: c)'7—I.)
The Municipality of Anchorage Devlopment 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
Septic System Advisory
Well Flow Advisory
COSA blue sheet 9-1-12.tloc
X
Nitrate Advisory
Arsenic Advisory
Other
If more than 1 septic system is on the lot
COSA Checklist #of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: /-#04/3ESJ &J 47E j 21 62
A. WELL DATA P
Well type If A, B, or C provide PWSID #
Date completed She/PS Sanitary seal (Y/N)
Total depth mi ft. Cased to /D/ it
FROM.WELL LOG
Date of test . She/ 8 3
Static water level 6'3 ft.
Well production go" g.p.m.
Parcel ID: (551-23/- Q9
Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
ft.
g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate 3.5'2 mg/L
Arsenic ug/L Date of sample: $f/o//C Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S tP% r Cis % t -EL Date installed 7/2 Ins
Tank size /OO(l gal. Number of Compartments 2 Cleanouts (Y/N) >/
Foundation cleanout (Y/N) y Depression over tank (Y/N) N High water alarm (Y/N) / 4/
Date of pumping Ate& Pumper
C. ABSORPTION FIELD DATA.
Date installed 7/30//S Soil rating (g.p.d./ft2 or ft2/bdrm)
Length il 8 ft. Width 5
Total depth C ft. Eff. absorption area de0 ft2 Monitoring tube y
Date of adequacy test /V� Results (Pass/Fail)
Fluidiepth in absorption field before test in. Water added gal. , New depth in.
t
Elaps cTime: . - min Final fluid depth in. Absorption rate >= g.p.d.
Any rejuaertation treatment (past 12 mo.) (Y/N & type) If yes, give date
0 System type 7;e54,10/1
ft.
Depression over field A/
Forbedrooms
ft. Gravel below pipe
D. LIFT STATION ,AM
Date installed
"Pump on" level at in.
Datum
Size in gallons
"Pump off" level at in.
Cycles tested
Manhole/Access (Y/N)
High water alarm level at in.
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic'tank/lift station on lot /00 On adjacent lots
Absorption field on lot /ac' -0- On adjacent lots
Public sewer main boa r'A
Sewer /septic service line .2 5 •
Animal containment areas
Cato, -
Public sewer manhole/cleanout
/00 's -
Holding tank /00
KO '4" Manure/animal exgrete storage areas /19 `*
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
Water mainfa
5"r
Wells on adjacent lots /60 .�
ABSORPTIO7:FIELD ON LOT TO:
Property line /Q �� Building foundation S 'f' Water main /0 I"
Water Servioili
Curtain drain
Property line /D 17"
Water service line /O ''~
Absorption field
5- ft
Surface water /00
F. COMME
ft"
Sar*
Surface water / CO 't`. ` Rriveway,;parking/vetiicle storage
Wells on adjacent Tots /rid 'f-
/O't
G. ENGINEER'S CERTIFICATION
•
I certify that I have determined through field inspections and
review of Municipal records that the above systems as in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name S rEl/ . EA./61
5-4 s/t'(
Date
COSA yellow sheet_2-6-15.doc
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROV
Parcel I.D. 051-831-09
Expiration Date: 11 - 7- /5
1. GENERAL INFORMATION
Complete legal description Tonjess Estates Block 3 Lot 2
Location (site address) 24850 Jesse Lee Ct, Chugiak, AK
Current Property owner(s) Olson
Mailing address > :same
Day phone 244-1930
Real Estate Agent . -' Cindy Wilson, Partners Day phone 244-1930
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class C Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
Received by: -�
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date: /7 7/-5
COSA Fee $ 0[(e0
Date:
Date of Payment gI�'11(5 4-0y Date of Payment
Receipt Number b t1 .]`7 Id Receipt Number
COSA# o'SC.1 Sl"Qf 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 NorthRim Engineering
Address PO Box 770724, Eagle River
Engineer's Printed Name Steve Eng
6. DSD SIGNATURE
By:
System #1 Approved for 3 bedrooms.
System #2 Approved for bedrooms.
Disapproved.
Phone 694-7028
Conditional approval for bedrooms, with the following stipulations:
\SY 0
y c'
WATE:., , m=
O',
c WASTEWATER z�
-RAM rQ-
•;\
Original Certificate Date: Sj "7 - / ,r
The Municipality of Anchorage Devlopment 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
COSA blue sheet 9-1-12.rloc
D. LIFT STATION la
Date installed Size in gallons
"Pump on" level at in. "Pump off" level at in.
Datum Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot /08 r'I
Absorption field on lot
/d7`1
Manhole/Access (Y/N)
High water alarm level at in.
Meets alarm & circuit requirements?
On adjacent lots
On adjacent lots
/60
Public sewer main / 0 0 ' I` Public sewer manhole/cleanout /CC0 ' -
Sewer/septic service line
a7 5 t'f' Holding tank
Animal containment areas 50 •t
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
5 'H
/e o't
Manure/animal excrete storage areas /00 rt
Property line
Absorption field orf
Water main / 0 'f Water service line / /J '1 Surface water l40 f
Wells on adjacent lots /&o 't
ABSORPTION FIELD ON LOT TO:
Property line /0 f
i
WaterServiceiine /6 f
Building foundation S-14"
Surface water / 0 0 f Driveway, paiksng/vehicle storage / a
Water main /a
r�
Curtain drain SG f Wells on adjacent lots /Ca /14
F. COMMENTS
2'` fNSu4-4fioAl ova 1 AM
ifttEid C ty
G. ENGINEER'S CERTIFICATION
I 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.
Engineer's Printed Name S 1T"i eAic
Date 0//0 5-
COSA
COSA yellow sheet_2-6-15.doc
..<
PitOF..4S,0i
•
sta.w. Eng : � �
Sfa�•ae 1%�
* Roa Sc
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served, by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: 723N .resr Fit B 3 L 2. Parcel ID: 05/ 83t 0?
A. WELL DATA
P If A, B, orC provide PWSID# Well Log (Y/N)
Well type
Date completed 5!(6/23 Sanitary seal (Y/N)tL.
Total depth . I D1 ft. ! : Cased to /0/ ft.
FROM. WELL LOG
Date of test 5/16f 83
Static water level 63 ft.
Well production 30 g.p.m.
WATER SAMR.La RESULTS:
Coliform 0 colonies/100 mL Nitrate 3. Ss mg/L
Arsenic yi/b ug/L Date of sample: 61l67/3"
B. SEPTIC/HOLDING'TANK DATA
Tank Type/Material SEPT/C. / /�
S net
Tank size /006 gal. Number of Compartments 2
Foundation cleanout (YNe.---(!ti
/NN) Y Depression over tank (Y/N) /1%
Date of.purnplrig /i> t 6sJPumper
Y
Wires properly protected (Y/N) 7
Casing height (above ground) 2t( in.
AT INSPECTION
7/ an r
�i S ft.
('r g.p.m.
Collected by: !Va✓Ket 5.
Date installed 7/27/15'
Cleanout§(Y/N)
High water alarm (Y/N)
C. ABSORPTION FIELD DATA
Date installed %l3drt s Soil rating (g.p.d./ft2 or ft2/bdrm) /. 0 System type r%IetllJ et/
Length . l t t$:- Width 5 ft. Gravel below pipe V ft.
Total depth .41ft. ft Efkebsorption area +/80 ftMonitoring tube )/ Depression over field /✓
Date of adequacy test • •. Nig N % Results (Pass/Fail) ( For ? bedrooms
Fluid depthip absetiptio11'fi$f0Oefore test in. Water added gal. New depth in.
^
.
EIap d•Tirr "' 'I `, �cp.Y
Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation truant (past 12 mo.) (Y/N & type) If yes, give date
JESSE LEE COURT
0
Lot 1 A
W
0
0
2
Lot 2
54,271 s.f.
SEPTIC
PIPES
70.3'
7
9'59 -1-E 164.97'
wt. - WE 1--. - CIE
6.0' x 18.9'
DECK
CIR
CO
M
P
0
2.0' x
6.8'
CANT
27.9'
12.2' x 16.2'
SHED
1
2' CANT
16.0' x 20S
WOOD PATIO
Lot 3
WOODEN FENCE ON
ADJACENT LOT
S 89'53'15"W 164.97'
Lot 1 Lot 2
PLOT PLAN AS BUILT SCALE 1- = 40' GRID NW 1462
Project No. 15-221/A1
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Registered Land Surveyors (907) 522-4625 Fa
9 y (907) 522-4625 Fax
kenOlangsurvey.com / jonathanulangsurvey.com
I hereby certify that I have surveyedthe following described property:
Lot 2, Block 3, Tonjess Estates (Plat No. 81-72)
Anchorage Recording District, Alaska, and that the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the properly Tying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as Indicated hereon.
Dated this the 7'tuj> Day of
47vcoppp1
fir : 49Th
D. _}...h ...
OKENN LANG'../(10
'CV
•
:z,y5), at Anchorage, Alaska Qt •'d -S-6202..•' r.;
it Is the responsibility of the owner to determine the existence of any easements, �QRO'ess�ONALeo"^
covenants, or restrictions which da not appear on the recorded subdivision plat. �OpQ��s'
Parcel I.D. #
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES -
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
- APPROVAL FOR A SINGLE FAMILY DWELLING
C1 -R21
1. GENERAL INFORMATION
Complete legal description
HAA# Q`Infm S�In
Lot 2; Stock 3; Tonjeaa E4tate4
Location (site address or directions) 24850 Jease Stteet
Property owner V.A. 0284123 Day phone
Mailing address 935 Etmt 8th Avem,P Anchorage. Alaska 99501
Lending agency Day phone
Mailing address
Agent Pat Johnson ALLSTAR REALTY Day phone 561-7821
Address 2207 EAs.t Tudon Road #23 Anchoaage. Afa4fca 99503
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 3 N
3. TYPE OF WATER SUPPLY:
Individual well
Community well -
Public water -
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
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.
XX
72-025 (R... +/1+) Front MOA 121
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 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 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 In compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm s &S ENGINEERING Phone
Address 17034 Eagle River Loop Road No. 204
Eagle Ride,, Aloka 99577.
Engineer's signature
DHHS SIGNATURE %
XApproved for rti L bedrooms.
Disapproved.
Conditional approval for
•
Date 43-2b=12
?Pt£a.........�4 its
f4972.
..�._ .r
A ROGER.. 01AFER`: tee
kVitoFEsSos- dier
Additional Comments
By: ,a,..�-
l5iz-,-u�-�"
bedrooms, with the following stipulations:
CAUTION
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.
n-025(Rev.1/91) Back MOA 021
Municipality of Anchorage
Department of Health & Human Services . -_ _
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lo r Z Pia--1"7'ro,SXS4S Et-rparcel I.D. 6 5 /— 13 / - D 9
A. WELL DATA ...
Well type?C14N11-
If A, B, or C, attach ADEC letter. -ADEC water system number °IK •
Log presentof/N) 1 Date completed s' 110 -83 Driller S01-4-4•1 p..(
Total depth 1011
Sanitary seal (bN)
•
Date of test
Static water level
Well flow
Pump level
Cased to
FROM WELL LOG
's— Ib=133 •
1
:
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer service line
WATER SAMPLE RESULTS:
Coliform 0
1,3o1
t0'
Afic.
4°` -`is cos,/
\0 1 1 Casing height
Wires properly protected $PN) 'l
AT INSPECTION •
� -zhfli
Lo.O't•._ _.
L..
ov—
g.p.m.
; On adjacent lots
; On adjacent Tots
Public sewer manhole/cleanout �If
17.2
g.p.m.
1001}
Nitrate
Date of sample: 9) -11,-412.—
B.
11,-412.—
B. SEPTIC/HOLDING TANK DATA
'
Date installed. •'�'tit:•122'4,
Cleanouts&/N) • y
High water alarm (Y•Q)
Date of pumping
Tank size
Petroleum tank
z.? '141-1-t.
Collected by:
t 00 0
Foundation cleanout 6/N)
I',
e
Other bacteria Oa 4 E-
s a S ENGINEERING
17034 Eagle River Loop Rad No. 404
Eagle River, Alaska 99577
•
Compartments
Depression (Y& l
Alarni tested (Y/N) (/4
Pumper - SL, (CESS roe
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on ' tyi... '( r1-
O Onadjacentlots loo
Foundation
10'
To property line10 "Absorption � 1 .__-_ Watermair/§erviceline.
Surface water/drainage 100 I X ''
72-026 (Rev. 7/91) Front
10I#2
CONTINUED ON BACK PAGE
•
C. LIFT STATION
Date Installed
Size in gallons
• Vent (Y/N)
High water alarm level
_
Meets MOA 'electrical codes
• " ' ' ' • • MentifaCturer ••-• '1?
Manhole/Access (Y/N)
"Pump on" level at ' ' ump off" le‘tel at
f.
Cycles tested
r -r• 1-1
SEPIARATIO
TANCE FROM LIFFSTATION-‘ TO: • - 4- • • ' ---------
on lot - • On adjacent jots 2 (
t
'::D;ABSORPTION FIELD DATA
' :•C.',1'; N,":: r
Date installed
cm- zi -Is; Soil rating
-• 1 a •
sir _ _ _
Lengthr7"19 Width 7-•"7
Toial absorption area —
n ^
Depression over field (Y6) • "i
•J _ _
Result •a 4:il) F744s
'1
surfacewater
_
P"'• System type 1-g4-4
- ' - 4 t £3 '
Gravel thickness Total depth
Cleanouts present6f/N)
Date of adequacy test
8-
r _1
1 qr ( "a) bedrooms
Peroxide treatment (past 12 months) (Y& Plb .1 a- 124) kat 't -If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO: 4 ,
!•1 r :* I.
Well on lot Ito On adjacent lots too Property line
To building foundati
on. To existing or abandoned system on lot • A
•%ci`k"
On adjacent lots Cutbank
lob
t 1 .
0A1213,13413 2 2
E. ENGINEER'S CERTIFICATION ttatr
dyc ;0;.S ,ily19 mipt3
1 certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect4iNae of this inspection
• • _ .41.• r. -1,14 r• ,•.
Surface water
r
- Curtain drain
Water main/service line I 0 I '+'•
Driveway, parking/vehicle storage area n;c. 41:
I __‘ •-": • • _ '
---s (`-‘ • • - - •• • • •
s A S ENGINEERING —
Signature 17034 Facile River Loop Road Net 204
_ _ _ Eagle River, Alaska 99577
Engineer's Name
Date
11* 49/li
• "I' I
- •r.
11,1111.441 VI IMO 00 •
--- ••••••
'ATLI; ROG R J. HAFER • Cot
rep% No. 15 14.4.0
r ; r 4irte;S•s.:. :/‘ ‘'‘32
_ _ , • , 1 _ _ 0 , : ' I t°4;06 La 0.,04; k : •
HAA Fee $ fix) 6(n)
Date of Payment TZr 7 --
Receipt Number • 177217 ( 1150
72-026 (Rat 3/91) Back MOA 21
Waiver Fee: $
Date of Payment
Receipt Number
n . n
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY O S / p 3
264-4720 •
Application Date '11'g'8'
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Loy 01,11 > r,
Location (address or directions)
Ttr✓
(b) Applicant Name
Applicant Address 292 .
(c)
(d)
(e)
Telephone: Home
0133 Pte.
Business
Applicant Is (check one): Lending Institution 0.; Owner/builder�Buyer 0 ; Other.❑ (explain);
Lending Institution
w (�tt�)PVt -
Address • t"t—'LI-1-o(t-4,
Real Estate Company and Agent I��—
Telephone
1d{•4-1'fL 13,6-re5
Address P0 'P»/ -111611 t t t-t.-1—
Telephone
•
(f) 'Ntaifthe HAA to the following address:
1d1�� SSoo
•
2. TYPE OF RESIDENCE
Single -Family- Multi -Family 0 Other
Number of Bedrooms 3
S & S ENGINEERING
17034 Eagle RWar Loop Road No.2 4
Eagle River. Alaska 99577•
-
3. WATER SUPPLY
Individual Well. Community 0 Public 0
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
.1
e 11
•
4. SEWAGE DISPOSAL
Onsite. Public 0 Community 0 Holding Tank 0
Note: If community well system. must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
72-025 (1Ii84)
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm Telephone a f44 -2.-9i 71
Address
Date
7/6-1/47)
6.. DHEP APPROVAL
Approved for %Zj--t bedrooms by
Approved' " "- Disapproved
Terms of Conditional Approval '
Conditional
Date .7.4. 1.:,� /2171714:02
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DI -IEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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: c .. i .
Page 2 of 2
72-025 (71/54)
A.
.tp,GE
01
Meg PGSEQ�AGESOtv�S
Eoadv scp1-' 101 vo
WELL DATA ``
Well Classification
Well Log Present&l1
Total Depth \ 271
Static Water Level
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST- FEBRUARY 1984
264-4744
Legal Deiption:
n
L01- z 1 >,L.3
6P Cr -S74
e2e. If A, 8, C, D.E.C. Approved (Y/N)
Date Completed 5 - Yield
Cased to 101 1
lob'
0,014
Casing Height Above Ground
Electrical Wiring in Conduit $N)
Separation Distances from Well:
To Septic/Nelding Tank on Lot
Depth of Grouting
Pump Set At '
Sanitary Seal on Casing CAN)
Depression Around Wellhead (Y,(®'
01/--
PIN
1'—
PIP
5 , (P3 &i? -8
V7701 ' ; On Adjoining Lots
To Nearest Edge of Absorption Field on ot - 1 1 0 ; On Adjoining Lots
To Nearest Public Sewer Line 't' j ! P - ' To Nearest Public Sewef .'`: _1 c j • .�
Cleanout/Manhole P To Nearest Sewer Service Line on Lot tis '--
Water Sample Collected by S 1 `X'r I rs F -t p-% ; Date cl -8 - g%
Water Sample Test Results 12GTlS b( �7P�T f —t �' k f -)r112 'S
Comments /- A- Pt—&) 1-169-71✓ 9 -ritom L5+- 15-124
r�)uJIMJH c S.P�GP►'I.
B. SEPTIC/I DtUfW TANK DATA
Date Installed S /LI --e3 Size 1 01017
Standpipes49N) Air -tight Caps ON)
Depression over Tank (Y/6P
Pumping/Maintenance Contract on File (Y/N)
Alarm (Y/N) P
No. of Compartments Z
Foundation Cleanout�N)'
—Is -s7
Holding Tank High -Water AI
Separation Distances from Septic/bleldrngTank:
r
01 f
To Water -Supply Well
To Property Line
To Water Main/Service Line
Course
1 on -1—
Comments '��S f ,S1'ro 1. ei t -A 91,36 S1' $-) -cat,
Date Last Pumped
;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field
Jo,Stream, Pond, Lake, or Major Drainage
72-026 IR'v 81861 Front
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 1 `5"-U IQ
-03
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y&P
Results of Last Adequacy.Test
Type of System Design 1
Length of Field
Depth of Field
Gravel Bed Thickness
se". Standpipes Present ON)
Date of Last Adequacy Test Oj —1 { —.F57
lj�-nsF�a.y - 3 ,3("2
13(
I 1/
Separation Distance from Absorption Field:
1'1 r,
To Water -Supply Well
To Building Foundation
_ Lot
To Water Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments` SG (464) = 998 ovitirsa
oIA-
I
To Property Line ` 1 n "r •
To Existing or Abandoned System on
: On Adjoining Lots 30
To Cutbank (if present)
%ler
301+
.e.f• ' 49 107M
D. LIFT STATION -1
Date Installed •
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N) •
Comments
.Dimensions
Manhole/Access (Y/N)
"Pump Off' Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
•• Check Permitted Bedroom Rating Against HAA Request ••
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines
Signed Date /77r/F�
Company MOA No. e%—Oo -S
Receipt No. – d 0 J-0 O/ y
Date of Payment
7//a7F7
Amount: $ / 0 C
Page 2 of 2
72-026 (Rev 8/861 Back
in effect on the date of this inspection.
••.% •. /
I
.............2. , f
L + yb.i
s% rto. t 51a A
WORKORDER # : 2741
CHEMLAB REF # : 7633
DATE PROMISED : SEP 11 87
CLIENT
REPORTS TO #1
: S & S ENGINEERING
: R SCHAEFER
EAGLE RIVER, AK 99577
694-2979
PURCHASE ORDER #: VERBAL
REO #
SPECIAL INSTRUCTIONS:
Chemlab Client
Sample # Sample Description
LAB INSTRUCTIONS
Report Printed: SEP 14 87 e 08:02
ACCT NO : SNSENGP
WO DATE : SEP 13 87
VIA : HAND DELIVERED
REPORTS TO #2
SAMPLES RECEIVED : SEP 9 87
ORDERED BY
Parameter
Matrix To Test
Method
Units Result
1 L2 83 TONSESS EST 9-9-87 KITCH 1 20153 -NITRATE -N mg/1 1, 9
WOnkORDER N : 2741
CHEMLAB REF 4 : 7633
DATE PROMISED : SEP 11 87
CLIENT
REPORTS TO 111
: S & 5 ENGINEERING
: R SCHAEFER
EAGLE RIVER, Al; 99577
694-2979
PURCHASE ORDER 4: VERBAL
REO
SPECIAL INSTRUCTIONS:
Chemlab Client
Sample 11 Sample Description
LAB INSTRUCTIONS
n ACCT N0
WO DATE
VIA
Report Printed: SEP 14 87 @ 08:02
REPORTS TO 42 ':
SAMPLES RECEIVED : SEP 9 87
ORDERED BY
Parameter
Matrix To Test
Method
: SNSENGP
: SEP 13 87
: HAND DELIVERED
Units
Result
2 L2 B3 TONSESS EST 9-9-87 KITCH 1 20005 -TOTAL COLIFORM
col/100m1 0
II
APPLICNT FILLS OUT UPPER HAL' ONLY
PropertyOwner E��/-7O n7 ._, /!✓�7C 4''
%rin Address flt2.Zoy ��j//7 ! 1,.,y ,,9/ ,.47jf
Buyer 6.-4/,1% C/c .c A
Address ✓a 60,,, Se/ -g C. hj,9 yL
Lending Institution /,y ^/„ /r o-..-, /
Address
Realty Co. & Agent
Address
Legal Description
Street Locatim
e" -is /rFis/cl-
oto alo<<�r� r„jesS. fl/ -7. s
,T r. <e c Jr c C ,,cii 11—
Type of Residence
E. Single Family
6 Multiple Family
❑ Other
Water Supply
f� Individual
❑ Community
❑ Public Utility
Sewer Disposal
Individual
❑ Public Utility
❑ Holding Tank
No. of Bedrooms
Zip Code
Zip Code
Zip Code
Zip Code
Phone
Gyy-in/v
771-9de o
iNPg•zrYcl
Phone
Phone
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
For wells drilled prior to that date, give well depth (attach log 11 available).
Year Individual Installed: // a
When Corrected to Public Utility:
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
f -E 0 rr�-tQ.V'
Time Time
Date
Inspector
Field Notes:
Date
Inspector
at.r
4 c. k t:3.�,a>3-
a K.
(3) APPROVED BEDROOMS
( ) DISAPPROVED
( )CONDITIONAL APPROVAL' r\'4
DATE D ,, —•,,e
Solis Rating
LTD
72023 01112)
Date Sewer Installed
5'tS .
IWell To Absorption Area / }O
Time
Date
Inspector
•
its-<tbw ClRCASCIA.
O` to
Time
Date
0- T.
/0-r3-73
:tor
MUNICIPALITY OF ANCHORAGE
DEPT. OF I*ALTII f,
ENVVRON,'.CNTAL PROTECTION
c Afti- A_ Clik-T q 21983
' ECEIVED
T,t.l,
•C NDITIQ SOF APPROVAL
Well to Tank
!3O
Well Log Received
Septic Tank Size
/VCD ea).