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HomeMy WebLinkAboutFISCHER BLK 1 LT 3A2D
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1.1 U N I L I P A L I 1 Y O F A N C H O R A G E
Department of Health & Human Services
825 L Street,.Anchorage, Alaska 99501 343-4720
O N- S I T E
Permit Number: 900241 Upgrade
Date Issued: 03/14/90
Owner Name: DONALD COOL;
Owner Address: 5120 SELDON CIRCLE
ANCHORAOE, AK 99507
W E L L P E R M 1 T
ILso,oc atk k
Day Phone:
561-1115
Parcel Id: 015-292-17
Lot Legal: Subdivision: FISCHER SU&DIVISION Lot: ZA2 Block:: 1
Section: 15 Township: 12N Range: 3W
Lot Size 11455 (sq.ft. or acres)
Max bedroom.,: This Permit: 0 Total Capacity: 3
WELL: Log must be submitted to Municipality of Anchorage Department of Health
and Human Services within 30 days of well completion.
WELL MUST DE LOCATED PER ENGINEER'S SITE PLAN AND SHALL BE A
MINIMUM DEPTH OF 260 FEET FROM GROUND SURFACE WITH SOLID CASING
TO THAT DEPTH WITH NO PERFORATIONS.
I CERTIFY THAT:
1. 1 am familiar with the requirements for on-site sewers and wells as set
forth by the: Municipality of Anchorage (MOA) and the State of Alaska.
2. 1 will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria of this.permit.
3. I will adhere to all MOA and State of Alaska requirements for the set back
distances from any existing well, wastewater disposal system or public
sewerage system on this or any adjacent or nearby lot.
4. 1 understand that this permit is valid for a maximum of 0 bedrooms. I
also understand that the capacity of the total system is 3 bedrooms and
any enlargement
wil ^quire an/additional permit. (� 9
Signed: �i---. `^�.. =- /�(�l.(1��/�DATE: 8—�T'/
(Owner) D ".D COOK
1
Issued BY:1>5705qy,------- DATE: _
Municipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
August 13, 1990
Leroy Reid, P.E.
Alaska Environmental Control Services, Inc.
P.O. Box 240668
Anchorage, Alaska 99524-0068
Re: Waiver Request For Lot 3A2 Block 1 Fischer Subdivision,
Waiver Number WR900026, P.I.N. 015-292-17
Dear Mr. Reid:
You request for waiver of the required 100 feet separation from
well to septic tank for the subject property has been given a
conditional approval at this time. The conditionally approved
separation distance from the septic tank on the subject lot and
the septic tank on the adjoining lot, lot 3A3, is 80 feet and 88
feet respectively.
To remove the condition placed on the issuance of this
waiver/well permit, the new well must be constructed a minimum
of 260 feet deep and cased to the bottom with no perforations.
Upon completion of construction of this well, a well log must be
submitted to this office to close out the well permit and
validate the waiver approval.
This waiver will apply to the above
distances only. Any changes now or
all separation distances be met or
office.
Sincerely,
Daniel J. Roth
Civil Engineer
On -Site Services Program
mentioned separation
in the future will require
another approval from this
Con ur�r�ence,
dhn S it ,
ogram Manager
On -Site Services
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ALASKA Of IROMI)TAL conTROL SCRUICES, InC.
Enginttrioq L enuironmtntcl $mdits
P. 0. Box 240668
Anchorage. AK 99524-0668
(907) 279-5553 *** FAX (907) 276-8706
July 28, 1990
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services ENVIRONMENTAL SERVICES DIVISION
Municipality of Anchorage JUL311990
825 L Street, Fifth Floor
Anchorage, AK 99501 RECEIVED
RE: Waiver request for new well for Lot 3A2, &—ty,C l
Fischer Subdivision
BACKGROUND
On July 3, 1974, the sewer system for this lot was inspected
by Susan Oswalt. The present well for this lot was drilled
by M & W Drilling on March 27, 1975. The well distance to
the septic tank was 110 feet. However, when the lot was
surveyed on June 1. 1990, the well was found to be in the
utility easement. Although non -objection to the
encroachment could be obtained, the lending institution
refused to allow the well to remain in the easement.
In September 16, 1982, the owner of Lot 3A3 installed a
septic system. The well for this lot was not drilled until
December 8, 1982. The trench was over 100 feet from the
well.
77
Alt& 1116 60 7�j�o
-PROBLEM
The As -Built surveys for the two lots, 3A2 and 3A3 were
compared.
See
attached
composite drawing.
The
comparison
showed that
the
100 foot
septic tank radius
just
included
the existing well.
The 100 foot distance from the trench on Lot 3A3 coupled
with the 100 foot radius from the crib on Lot 3A2 and the
utility easement only allows a small 15 foot long east -west
and 6 foot high triangle in which the well can be drilled.
In order to drill a new well a waiver would be necessary for
the well to the septic tanks on Lot 3A2 and 3A3.
SOLUTION
The septic tank on Lot 3A3 is a steel Greer tank. Since it
is only 8 years old, the integrity is probably good. The
soils are well drained gravels. Corrosion would not be
expected in these soils. An 88 foot distance from the
septic tank to the new well is planned. The septic tank for
Lot 3A2 Is a concrete tank built by Espenoza in 1974. At
that time the Espenoza tanks were being substantially built.
The distance to the well from this tank Is 80 feet.
The well log for Lot 3A2 indicates nine silty gravel or
hardpan layers. There is a 20 foot thick clay seam between
210 and 230 feet. The static water level for Lot 3A2 is 250
feet. All wells in the area have similar depths and similar
static water levels. See Page 2 of 4.
As the tank on Lot 3A2 is closest to the well it is used as
the tank for calculations. Using the Darcy Equation, the
time for sewage to travel vertically from the septic tank to
the well would be 790 years. Using the same equation for
horizontal flow at the first hardpan layer, the flow would
take 25 years. Using the ADEC calculations, the points
scored 13.2 points. See Pages 1-3. There is 1.5 mg/1
nitrates in the well. No bacteria were detected. The well
logs, water analyses sheets and calculation sheets are
attached.
There is no reason to believe that allowing the well to be
drilled at 80 and 88 feet from the septic tanks will
jeopardize public health or pollute the groundwater. The
time log for water to reach the wells is far longer than the
bacteria can survive. See table attached.
Please issue the permit to drill the well on Lot 3A2 with
distances to the septic tanks on Lots 3A2 and 3A3 to be not
less than 80 feet and 88 feet respectively.
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite 8
ANCHORAGE. ALASKA 99503
(907) 561.5040
JOB Z, T- .�/90�� 3fJ 3
SHEET NO. OF T
CALCULATED BY �' 6>0 , 4' DATE
CHECKED BY DATE
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ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite 8
ANCHORAGE, ALASKA 99503
(907) 561.5040
1 08& �- 3,V Z
SHEET NO. Z OF
CALCULATED BY DATE
CHECKED BY — DATE
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ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite 6
ANCHORAGE, ALASKA 99503
(907) 561.5040
JOB �* f J4 r , 3.4 3 if—, /Y.rS 1
SHEET NO. 3 OF
CALCULATED BY I •?Q '' DATE
CHECKED BY OATF
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ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE. ALASKA 99503
(907) 561.5040
JOB /ef -?,,f -7 3.93 F,fG,(ee S'„L
SHEET NO. OF le
CALCULATED BY DATE 90
CHECKED BY DATE
nononu �vrxs Ic e...r nn:
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It is the responsibility of the owner to. determine, �
the existence of any easements. covenants, or re- ,/
strictions Which do not appear on the recorded sub-
division plat. Under no circumstances should any ivOTE
data hereon be used for constructs f
S OF Ri
lishing boundary or fence lines. on Or rThe surveyors takes SHOWN ON THE M
resDonsibility for the initial transaction only. SHOWN HEREON.
LOfi 3.^2 LEGEND
MASS CAI MONUMENT
�/5CLJC--/. c[G^rL1lWe/O,✓ fPLATNO.i'0 soEUR►�or.00e.►ne
ANCHOR AGE RECORDING DISTRICT G MD • TACK.
PREPARED BY: mm'A1C a Ace .Ar
1426 HYDER STREET '
ANCHORAGE, ALASKA 99501
8Y. SCALE:
• a!1 C ?,
3A
Or
DowYryw' {d' s
s
zs3 �
LOT SA 4
i5.00
VOTE
Easements of record, other than those shown on recorded plat are not
shown hereon. .
=FICATE OF SURVEY
I hereby certify that I have surveyed the following described property:
LOT 3A3 FisCHE', tueo.
Anchorage Recording District, Alaska, and that the improvements situated thereon are within
the property lines and do not overlap or encroach on the property lying adjacent thereto,
that no Improvements on the property lying adjacent thereto encroach on the premises In
question and that there are no roadways, transmission lines or othervisible easements
on said property except as Indicated hereon.
Dated at Anchorage, Alaska, this Z 16 day of C]ECS%Ae'fC 19 =Z -
Revisions
5eldon
Circle
I\I
LOT 3A2
LEGEND
CAVIC 142-5kRE"
Find.
Bross or ALM onument
la
Iron Pipe
O
Reber
•
Hub 8 Tack
f
Nail
O
A4.
4914— iii ` *'
M Emnr A. A rth
' fr%, NO. 131" l G
iIII ,\`•�g0= ='
owner SHERYL -'A
CAVIC 142-5kRE"
I Surveytitte A,5—ek3iLT
Job no. 3Z.—;9'x
Book no. OZ—?9
scale 1' a 30'
ALASKA TECH
203 west 15 l Ave.
AncnTege2718s 9298:01
Drawn by �P
Checked by �.1Ai
I City grid 2'537
M -W DRILLING, Inc.
P. O. Box 4-1224 . 1310C International Airport Road
(907)274.4611
ANCHORAGE, ALASKA 99509
DRILLING LOG
Well Owner Don Cool: Use of Well Dom
Location (address of: Township, Range, Section, if known; or distance main road
1.3. 131k n2. Fisher Subdiy Arlen.
4" —,775
Size of casing---6---Depth of Hole--2-7--5---feet Cased to 6"—200feet
Static water levet ft. (kbbo'dy (below) land surface. Finish of well (check one) open end (' X );
Screen ( ); Perforated ( }0C.).
Describe screen or perforation Zottom 20' of 4" liner is Slotted w/ 3x3• to /ft.
Well pumping test at ...- gallons per (hour) (minute) for / hours wits, "00� ft.
of drawdown from static level
Date of completio* 27 March 1975
WELL LOG
Depth in feet from
ground surface
Give details of formations penetrated, size of material, color and hardness
O TO
Fill
9 TO 10
Gravel
10 TO 15
Sand
15 TO 20
Hardpan
'OTO 55
Silty Gravel.
55 TO 67
Small Gravel: silty/sandy
67 TO 70
.Sand
70 qO l�5
` 11ty Gravel
100 120
Hardpan
120 TO130
ClAyev Gravel
130 Tp 133
Flei. Gravels dru
133 Tp 146
Silty Gravel $
146 TO 147
Boulder
147 TO 155
Si ! ry Crit)TO r• n..,.,..t
_>; TO
3—CONTRACTOR
M -W DRILLING, Inc.
P.O. Box 4.1224 • 1310C International Airport Road
(907) 2744611
ANCHORAGE, ALASKA 99509
DRILLING LOG
Well Owner Don Cook = Cont+d Use of Well
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing Depth of Hole feet Cased to feet
Static water levet ft. (above) (below) land surface. Finish of well (check one) open end (' )
Screen ( ); Perforated
Describe screen or perforation
Well pumping test at gallons per (hour) (minute) for hours with ft.
of drawdown from static level.
Date of completion
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
155 TO 159
Sand
150 TO ) 5
41ty
Gravel
=yip 67
Sand
167 TO 180
Silty
Gravel
180 TO 195
_Sand:
fine
195 TO 110
Gravelt
siltv
?i--OTO--2-11-0—
Clay:
occasional gravel ntreAkn
% 0 TO 'SO
Iknclder
Gravel. WsmalI
. C TG 775
silty
Cobble Grayelt watpr hPArinn in 1 -int 1150
TO •
TO
TO
TO
TO
TO
3 — CONTRACTOR
GRE, FR ANCHORAGE AREA BOF'�'NJGH
Department of Environmental Quality
c�fl�
3330 C Street
Anchorage, Alaska 99503
v
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME TOA/4t-0 Z. CVO.K MAILING ADDRESS 3//O CC%. N/o. LTj. PHONE X741-7737
LOCATION OFC !JOAUWOep LEGAL DESCRIPTION LOT .34 2. /3,E' / ;rpsepce SID
SEPTIC TANK:
DISTANCE NUMBER OF
FROM WELL Roo- MANUFACTURER SSP"�✓07af MATERIAL (?0A/Cff7-r COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY _./ 2SS0 GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER OR WIDTH_, LENGTH_, DEPTH
LINING MATERIALRA/4.1 CRIB SIZE: DIAMETER _DEPTH 16 DISTANCE FROM: WELL ,Or eoAr-o
BUILDING FOUNDATION 20 if NEAREST LOT LINE "1t TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE =Avoir/- PROP CONSTRUCTION
DEPTH
BUILDING NEAREST NEAREST SEPTIC /
FOUNDATION -,LOT LINE , SEWER LINE , TANK101
�et1 v
CESSPOOL , OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES: q%1 7-0 "jc�L. DIAGRAM OF SYSTEM
peov, Fort 38//.
INSTALLED BY: - SEt-F
PIPE MATERIAL: l'./IS7" ;eyd
LOT SLOPE:
REMARKS: r/ST'ALLEO A
B9 Ck'0=1 e t Fo W/TNLYlT
.r7A/Joe Lr TSO.✓ DATE
Form No. EQ -037
DISTANCE FROM:
SEEPAGE
SYSTEM
Se / L 8.r'9i
1 ro'P 4drN *t.
104 /pto?.. s1 a
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y¢oe�
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AGrP,z /3AG.CGiL[.
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330"C -STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
a- � 07WVL-
PERMIT NO.
NAME OF APPLICANT MAILING ADDRESS _RZ-41 Ajp✓ /'//" GTJ PHONE 27%/
INSTALLATION LOCATION
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK /�- SEEPAGE PIT L� DRAIN FIELD
OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED A n
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS-�f��/���L� NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE TYPE .irEGrL !A�'./ �EfJC/��
SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES. REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT - DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE PIT �O / DRAIN FIELD
TO NEAREST LOT LINE. n
WELL TO SEPTIC TANK /(� SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK h / SEEPAGE PIT �e /
DRAIN FIELD
/y /
SEPTIC TANK, SEEPAGE PIT DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION B FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAP$.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
E.
DESCRIBED SYSTEM IS IN ACCORDANCE
APPLICANT SARI NAID TURE l'V ""'t ,��/n n
DATC
FORM NO. EO -014 I
Performed forte ;L
Legal Description:
This form reports:
Depth
Feet
2-
3-
4-
5-
6-
7-
8-
9-
10 -
11 -
12 -
13 -
14 -
f GREATER ANCHORAGE AREA BOROU'�
Department of Environmental Qua..ty
3330 "C" Street
Anchorage, Alaska 99503
SOILS LOG - PEROLATION TEST
IFS
to Performed ? s
on
Was ground water encountered? 19 0 _ If yes, at what depth?
Reading Date Gross Time Net Time Depth to Water Net Drop
r-VFwU OL, Un rdk.e minULe.
Proposed installation: Seepage Pit Drain Field
Depth of Inlet V Deptli tol;ottom of pit or trench
COMENTS:
Lki-M (6/74)
----
- G. ;TER ANCHORAGE AREA SOROUr,N
Department of Environmental Quality
3330 "C" Street
Anchorage, Alaska 99503
Performed for 7Je�' roDate performed
Legal Description: to r 3
This form reports: Soils log7 Ferco a non test
Depth ;
Feet
2_
3-
4-
5-
6-
7_
8-
9- `
SJ
10
11 -
12 -
13 -
14
Was ground water encountered? If yes, at what depth?
Reading I Date I Gross Time I Net Time I Depth to H2O
rercolation rate - minute
Proposed installation: Seepage Pit Drain Field
C..."''of
of Depth to bot em of pit or trench
Net Drep
s— �
i
4 CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
�•••-ro-•• 56338 STREET • ANCHORAGE. ALASKA 99518 ' TELEPHONE (907)562.2343
FEDERAL TAX I.D. #92-0040440
ANALISIS REPORT RI SAMPLE for Work Order 1 25518
Data Report Printed: JUL 23 90 4 17:54
Client Sample ID:3A2 IISCHER 503DIVISICN Client Name : A R C S
PWSID :UI Client loot : IEECSRP
Collected JUL 17 90 1 hrs. P.OA NONE RECEIVED
Received JUL 18 90 / IO:2S hrt. Req i
Preserved with :IS REQOIRED Ordered RP : L REID
Analysis Completed :JUL 18 93 Sand Reports to:
Laboratory Supervisor :STEPHEN C. EDE 1)1 E C S
Relessed EP / 2)
......................................................................................................................
Special
Instruct:
Chemlab Ref is 902499 Lab Smp1 ID: 1 Matrix: WATER
Parameter Iested
Y1T3lTE-N
Sample
Remarks:
Result Units Method
1.5 129/1 EPA 353.2
Allowable
Limits
10
..............................................................................................................
1 Tests Performed See Special Instructions Above UA -Unavailable
ND- None Detected " See Sample Remarks Above
NA- Not Analyzed LT -Leet Than, CI•Creater Than
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562.2943 5633 B Street
Anchorage. Alaska 99518
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY
❑ PUBLIC WATER SYSTEM LD.11 Anal is shows this Water SAMPLE to be:
XPRIVATE WATER SYSTEM Satisfactory
Name ALASKA ENVIRONM&NTAL ❑ Unsatisfactory
r or4TROL SERVICES. INC. ❑ Sample too long in transit; sample should
Halling Address
not be over 30 hours old at examination
P0BOX 240668 P. .
ANCFICRAGE AK 99'.24-0668 n indicate reliable results. Please send
r new sample via special delivery mall.
City state zip Code
SAMPLE DATE: � L -!_L! -J
Mo. Day Year
SAMPLE TYPE:
Routine
Check Sample (for routine sample
with lab ref. no. 1 ❑ Treated Water
❑ Special Purpose K Untreated Water
SAMPLE
Time Collected
1 I �LOCATIO�/s C• 1Q-4 57d I
Collected 9y .
ZIP
2 1 I
3 1 i
41 I
s
Date Received -7-148 -CID
Time Received IUZS
Analytical Method: Membrane Filter
No. of colonies/100 ml.
Lab Ref. No. Result* Analyst
90.24992 ®
m
U m
L) `-,EE]
U m
BACTERIOLOGICAL WATER ANALYSIS RECORD
III l9/z)
READ INSTRUCTIONS Membrane'
Filter. Direct Count O Coliform/100ml
BEFORE verification: LTB
BGB
COLLECTING SAMPLE Final Membrane Filter Results Coftform/100mi
Reported By ^ate - —f57-:70
Time:
'
Time: kg�17J a.m.
p.m.
TNTC = Too Numberous To Count
OB = Other Bacteria PART OW OF TWO
REMAINDER TO FOLLOW
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TT7�'ctTC
WATER WELL RECORD
STATE OF ALASKA
06ARTMENT OF NATURAL RESOURES
17
• ''OlvlifoD of GaoloDleol fi •Gdophya(edl Surveys
DrIIIIAq Permit No.
A.*. L. No.
Y7 e. TernIhIFNM Rani• E❑ MHIdIan
$o Wo • •
E, OWNER 0► WELLS ��
Add,sa#:F r+411C �rOOG(i C6 !(�C_ .
4. WELL DEPTHS (final) B.'OAT( OF COMPLETION
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:r '
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Q '708; Well a Other: .i
Thrsodod 11
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dies, In, le it. Depth Slldtap 4T` 1t.
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Type: altimeters
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WATER WELL RECORD
STATE OF ALASKA
06ARTMENT OF NATURAL RESOURES
17
• ''OlvlifoD of GaoloDleol fi •Gdophya(edl Surveys
DrIIIIAq Permit No.
A.*. L. No.
Y7 e. TernIhIFNM Rani• E❑ MHIdIan
$o Wo • •
E, OWNER 0► WELLS ��
Add,sa#:F r+411C �rOOG(i C6 !(�C_ .
4. WELL DEPTHS (final) B.'OAT( OF COMPLETION
S. Q,Ca01e 1001 .0Retary El Drive" E3 Bud
:r '
n.'f- ' • Jetted' ❑ Barad .- ❑ a6mr,
7.U8El4aOese9llG 0PoblleSupply 0ladvelry. _
• //QAC irrigation 0Rrobare, oCen.drivel
Q '708; Well a Other: .i
Thrsodod 11
4140. In. `Jto "„ 0„ 1. eothel0e Wslght' ✓ �z tbs./SLI
dies, In, le it. Depth Slldtap 4T` 1t.
S, FINISH OF WELL%
Type: altimeters
61e1/M a 61»1 %, Leeph
$•t bdtrren'a :fl. and fl."
eaekruuna ` "' 'ror:rel p.e► 1"i�'.'
,io. STATIC wATCR uvI21�w{:�.'
Aberi:'or t.. 10inldnS rutfda ;w:r)... .;.3,
I2.'PUMPINO LEVEL Below. t0ed surf d0:Small 'y1ELDD
.. "S'__2r`f .alter are. Daspina_LL.B•F.s...:
E9:SL1iHRX-T�j�fXr�rvSl'uwl.-P.iVi A77♦Pry /r.a: - .•.. r.:. a...��
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•y�htd •t]�{.�,nLx�S.� ��+(•x�T1,f,L�P7 "it .tw'efef'Pelnpefefef.f Arm"�...ea�,]lL' :� C
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at-.er a:e.adg••n9:eai:G.�• `•""'r -'rte . e•vCY-.
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l form 02•WWR 111/410 Copy O111,14vt1•m: WHITE -Sime Dead. PINK•DNII•I, CANARY•Cu/10moP
KEN'S COMPANY
WATER WELL DRILLING
PUMP SALES & SERVICE
30 YEARS ALASKA DRILLING
(907) 243.2282
KEN JOHNSON
SUNDANCE DESIGNSS
PAUL I.ETHENSTROM
P.O. Box 110367 -
ANCHORAGE. ALASKA 99511
W ell fog
( 346-3799 )
C o� 7
3163 LINDEN DRIVE
ANCHORAGE, ALASKA 99502
SEPTEMBER 3. 1984
REt LOT 114 Sect, 15 T12N R3W SM (Pacer & 101st off Hanley)
WATER WELL LOG
0 ft to 8
ft
Brown sandy silt with some medium gravel
8 ft to 58
ft
Brown silt with trace of fine grav
58 ft to
64 ft
Brn silt & fine grav
64 ft to
68 ft
Course grav & bron silt ( tight )
68 ft to
69 ft
Same..weep in 20' bail dry ( poor )
69 ft to
81 ft
Course grav & brn silt ( dry )
81 ft to
95 ft
Brn silty sand ..some grav
95 ft to
161 ft
Course grav with grey silt & some cobbles
161 ft to
203 ft
Same with Brown silt
203 ft to
232 ft
Brown silty sand & grav
232 ft to
234.5 ft
bled. grav & brn silt weeps 6 ft H2O
234.5 to
244.5 ft
Course grav & brn silt ( tight ) DRY...
244.5 ft
to 250 ft
Course gravel & brown silt with small H2O
Seams..15 ft head bails dry at 3 GPM
250 ft
Clean water bearing med. Gravel & sand
21 ft head
Test bailed at 7.5 GPD for 1 hr.
6 ft drawdown ( 2 min. recovery ) Clearing..
Total casing 250.00 ft.
Bottom stable..
Set permdnatt pump i ft. off bottom..
NI NICIPAVTY OF ANCHORAGE
DEPT. OF HEALTH &
EWRO W,ENTAL PROTECTION
F E 6 2'% iao:
RECEIVED
BILL SHEFFIELD, GOVERNOR
DEPT. OF EN*'IIIONf1IENTAI, CONSERIAT1O1 %
ANCHORAGE/WESTERN DISTRICT OFFICE >
43.7 ".E" STREET, SUITE 303
.ANCHORAGE, ALASKA 99501 274-2533
August 9, 1985
Alaska Environmental Control
Services, Inc.
1200 W. 33rd Avenue, Suite B
Anchorage, Alaska 99501
SUBJECT: Lots 4A1 and 02, Block 1, Fischer Subdivision,
Anchorage, Alaska (8621-A'A-038)
Dear Sir:
We have reviewed the subject waiver request and cannot approve it at
this time. However, a second request for approval may be submitted
to us with either one of the three following modifications:
1. The existing Seepage Pit and Trench be abandoned and a new
absorption field be built outside the 150 ft. Class "C" well
barrier. Note, a waiver will still be required for the
septic tank.
2. When the new house on Lot 02 is built, the existing septic
system on Lot 01 must be abandoned and a new combined septic
system for both houses be installed outside the Class "C"
well barrier.
3. A new well be drilled, giving each house their own private
well which therefore would not require any changes for the
existing septic system on Lot 01.
If you have any questions, please contact me at 274-2533.
MPL/msm
Sincerely,
Michael P. Lewis
Environmental Engineer
A R C H
I. T E C T 5
8
Mr: -Michael P. Lewis
Environmental Engineer
Dept. of Environmental Conservation.
X437 -1.1E". Street, Suite 303
Anchorage, Alaska 99501
Re: Lots 4A1 and 4A2, Block 1 Fischer Subdivision,
Anchorage, Alaska (8621-Wa-038)
Dear Mr. Lewis:
We have .,.completed item number 1 of your letter dated August 9, 1985.
Enclosed. are the inspection reports completed by Alaska Environmental
Control Services, Inc. and a permit. issued by the Municipality of
Anchorage for a sewage system upgrade.
Per your letter we are 'r equesting approval for a Class "C" Water System on
the subject lot and a waiver for setback to 123 feet from a septic tank.
The entire* leach field has been removed from the 150 setback. All other
information is as stated in our request dated August 1, 1985.
If you have any questions please call.
Sincerely,
Randy F tz
AN ALASKAN CORPORATION
6 2 5 WEST FIFTH AVENUE SUITE E A N C H O R A C E, ALA S A A 99501
T E L E P H O N E 907-277.6685
E
I
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elr�4 ,► �.� L � Lr/rny:3, �; L?JN''�h'ny'�id �M.:,�.(^ �,��A.,(� �`N' *.�� y � w4��� �
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.
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o
3 4'
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.. _w _;,•.-,..,..
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So£t
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Hard
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285
H5)0
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N ,�.+_. +Gix1L� . /.'1 _.. _. 9�.a .� _. .. __TLi ,. _%L'�_`. �."•i\Q
JOE GIELAROWSKI
DRILLING CO. c,
E 505/: PARKS HWY LIFETIME ALASKAN SERVING ALASKA 2
892.7950 1 m
P O. BOK 7RM7. EAGLE AMER. ALASKA 99577
n 'r
OFLAND.... Dgnald L. Cook
.....................».................................».
DEPTH OF WELL .».271..ft,
..»............».».......»...................................
Z
m
iS...... .......... 512Q.§e1.dQA-ci=1e
STATIC LEVEL OF WATER Fr 70 ft. in hole est
;
................. ... _...................
.............».........................
SITE ......... As k..� ..i+Ai3d-2. Fi&OheT..,�Uh..... ...»....
DRAW DOWN FT. ...... 9,% .................................. _.............................
D
STARTED...8......... PA7/94................. ....... _............ _........ ...
GALS. PER HR. J.99 . I..P12ur»est.
i
ENDED........8/20/.90.................»».............................................
KIND OF CASING ... 27.7..it...sch#..GA..rasl.ng...... ........ ...............
r.
(rntlt0
F FORMATION:
FT. TO
m
)N .....»..»....A.... FT. TO .......... a ....... _ FT. _..9A91fi.R.................
FROM ....»...23$....... FT. TO .....24,2.......».. FI'..»..�Sill�.S�eT.....».»..
n
a0
DM ................ »..FT. TO ...... 1S-__ FT. »»sand &gravel
FROM .... ....242._... FT. TO 25q........». FT. hardpan
)M .... ...._.. 28.... FT. TO .....»8)....»... FT... hPx!!pan..............
...»
FROM ..».... U2....... FT. TO -977......_.». FT sand�g ..........
CD
v
FT. TO ....... 89......... FT... boulder
U..al
water
FROM ...................... FT. TO _....»..»..._ »... FT......»_....».
o
^.
_......»..
o
)M ....»..»...Sq.... FT. TO .....107.......» FT . .... )=dpan ..............
FROM ...................... FT. TO ....... ............ . FT. ............. _............
)51..........107.... FI. TO ....»111......... FT. ..»boulder ....... ........
FROM ....................... FT. TO ...................... FT. ...... ......... ...............
w
)51 ».........1.1.1.... FT. TO ......11.5......... Fr ................... FROM _..... ............... FT. TO ....................... FT..............................
)51...........11.5.... FT. TO ......14a......». FT. .... ba rdipm..... ........
)M ...........14$.... FT. TO ......153......... FT. .... bCl)ldex...............
)51...........153.... FT. TO ......189......... FT.....ba 2d�1azL..............
)51...........1@9..... FT. TO ......19..4.......... FT..hQ1a.dpr ............
)51 ........... 19.4:.... FT. TO .»..238......... FT....ha?3?P. ..............
VFOR.MATION: gang p=p loft off bottom
FROM...................... FT. TO
........... ........ ... FT. ......... .................... _
FROM........... ......".FT.
TO
........................ FT. ............................. ».
M
FROM....o
�9.......
FT. TO
................»..... FT .................................
:;Mot..... �. �. »...
FT. TO
..................... FT .................................
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FT. TO
........................ FT. ............................. ».
DRILLERS NAME .................... �1�1&xCWSka...............................».............:............
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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 verifythat my investigation of this
Health Authority Approval+shovii thafthe 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 onsite watee supply and/or wastewater disposal system is in compliance -with all Municipal and
State codes, ordinances; and regulations in effect ori the date of this inspection.
—Name of Firm- `'CS L, `' Telephone oZig=1T1 "J'"
Address " /00 ionic ;YOd'4r "
Date 9d
y
i
6. DHHS APPROVAL=-
_ _- -------- -
Approved for bedrooms by Date
I
Approved Disapproved Conditional _
Terms of Conditional Approval
- -
CAUTION
_.
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
cerificated 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 orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections
oranalyze data before acertificate is issued. The Municipality of Anchorage is not responsible for errors or omissions
in the professional engineer's work.
72-M (RM.7/88) B. k Page 2 of 2
( Ago -
'?p -4p;e�
Q MUNICIPALITY
go-'?pd`SMUNICIPALITY OF ANCHORAGE (MOA)
!
0 P,\c�z 0� Health Authority Approval (HAA)
CHECKLIST- FEBRUARY 1984
J�`Q E��, 1��0 343-4744
0
Legal Description: xr4"e/' Scd
A. WELL DA,9�'`V
Well Classification — Pei 4; a %� If A, B. C, D.E.C. Approved (Y/N) 4`29
Well Log Present A) Date Completed -0 Yield !t7m?n —fn. tied/o
Total Depth'22Z�Cased to -&Z7Z!— Depth of Grouting 010t^*4,
Static Water Level 70 ' Pump Set At 94 9
Casing Height Above Ground /'S Sanitary Seal on Casing 6?N)
Electrical Wiring in Conduit &1) Depression Around Wellhead (Y&
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Septic/HoldingTank on Lot '
; On Adjoining LotsgC
To Nearest Edge of Absorption Field on Lot /00' —;On Adjoining Lots /eo'
To Nearest Public Sewer Line 6f/A- To Nearest Public Sewer Cleanout/Manhole - N/A
To Nearest Sewer Service Line on Lot > Ls-/
Water Sample Collected by L • /fie Ido' ; Date
Water Sample Test Results$ZC' kaier+ 0.4eµafp
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed 9/,12VSize / Z fb No. of Compartments /
Standpipes®/N) Air -tight CapsaN) Foundation Cleanout<9/N)
Depression over Tank (Yo Date Last Pumped711)'A9a-ZS.02cs.
Pumping/Maintenance Contact on File (Y/N) 6�Lo ;for N -,V�
Holding TankHigh-Water Aalarm (Y/N) 0'%V4 Temporary Holding Tank Permit (Y/N)
- +:
SEPARATION DISTANCES FR6KSEPTIC/HOLDING TANK:
To Water -Supply Weil / To Building Foundation��
To Propertz'Line �c ' /i� �c> • To Disposal Field 4/'
To Water Main/Service Line
;
To Stream, Pond; -Lake or Major Drainage Course > /00
Comments W21vVc.• x' %2/L 9edd -76 4r�, 4d S/ii/90 1rar
nom (R.,,. 7M) °„m Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 81- p / a'd Type of System Design
Date Installed 7�3/7`% Length of Field ;h V"",
Width of Field Depth of Field 41 /3/
Gravel Bed Thickness
G'
Square Feet of Absortion Area Statndpipes Present ON)
Depression over Field (YGj Date of Last Adequacy Test 36;/,70
Results of Last Adequacy Test'
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water -Supply Well /00, To Property Line
2D's
To Building Foundation Ztr To Existing or Abandoned System on
Lot AIA ; On Adjoining Lots % �0
To Water Main/Service Line ��A To Cutback (if present) Na» 2
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area yr
Comments ir(OA �ntDe t{re. Y�frrt earl �arf S/o'i Zr., �i ^^a-'tio nt./fr 7�iaL 6✓/7a
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at —
High Water Alarm Level at
Tested for
Meets MOA Electrical Co
Comments
"Check Permitted Bedroom Rating Against HAA Request"
certify that I have
Inspection.
Signed --�
Company
Date —
MOA No �
em
—0/
Dimensions
Off" Level at
Vent(Y/N)
verified, or conformed to all MOA and H
Receipt No. �S`� ccn6 /
Date of Payment
Amount: $ �n
Page 2 of 2
72-M (R". 7/88) Beck
Pumping Cycles during Adequacy Test.
Receipt No.
Waiver Fee: $
Date of Payment
'this
Seat
.r
Municipality of Anchorage
Department of Health and Human Services ,
Tom Fink. 825 "L" Street
Mayor P.O. Box 196650 Anchorage. Alaska 99519-6650
August 13, 1990
Leroy Reid, P.E.
Alaska Environmental Control Services, Inc.
P.O. Boz 240668
Anchorage, Alaska 99524-0068
Re: Waiver Request For Lot 3A2 Block 1 Fischer Subdivision,
Waiver Number WR900026, P.I.N. 015-292-17
Dear Mr. Reid:
You request for waiver of the required 100 feet separation from
well to septic tank for the subject property has been given a
conditional approval at this time. The conditionally approved
separation distance from the septic tank on the subject lot and
the septic tank on the adjoining lot, lot 3A3, is 80 feet and 88
feet respectively.
To remove the condition placed on the issuance of this
waiver/well permit,.the new well must be constructed a minimum
of 260 feet deep and cased to the bottom with no perforations.
Upon completion of construction of this well, a well log must be
submitted to this office to close out the well permit and
validate the waiver approval.
This waiver will apply to the above
distances only. Any changes now or
all separation distances be met or
office.
Sincerely, p
Daniel J. Roth
Civil Engineer
On -Site Services Program
mentioned separation
in the future will require
another approval from this
Con urrence,
J4hn Sm .
rogramit
Manager
On -Site Services
CHEMICAL & GEOLOGICAL LABORATORIES Or ALASKA, INC.
'w••ro• •• 5633 8 STREET • ANCHORAGE, ALASKA 99518 • TELEPHONE (907) 562-2343
FEDERAL TAX I.D. 492-0040440 `
ANALYSIS REPORT BI SAMPLE for Work Order t 26752
Date Report Printed: AUG 30 90 ! 15:23
Client Sample ID:L3A2 PISCIIER SUB
PWSID :UA
Collected AUG 27 90 B 19:00 hrs.
Received AUG 27 90 ! 19:30 hrs.
Preserved with :AS REQUIRED
Client Name A R C S
Client Acct ARECSRP
P.O.1 NONE RECEIVED
Req B
Ordered By : L. REID
Analysis Completed :AUG 27 90 Send Reports to:
Laboratory Supervilor C. LDE 1)A L C S
Released by a V' 2)
....................................................................................................................................
Special
Instruct:
Chemlab Ref B: 903259 Lab Smpl ID: 3 Matrix: NATER
Parameter Tested
- ------------------------------------------------------------------------------
Result
Unita
Method
NITRATE-M
0.48
mg/1
EPA 353.2
Sample SAMPLE COLLECTED BY L. REID
Remarks: ROUTINE SAMPLE
Allowable
Limits
10
..............................................................................................................
1 Tests Performed See Special Instructions Above UA -Unavailable
ND- None Detected " Sae Sample Remarks Above
NA- Not Analyzed LI -Less Than. CT -Greater Than
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562.2313 5633 B Street
,L Anchorage, Alaska W518
Drinking Water Analysis Report for Total Collform Bacteria
TO BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY
❑ PUBLIC WATER SYSTEM I.D.r
fQ PRIVATE WATER SYSTEM ; Analyst shows this Water SAMPLE to be:
Name ALASKA ENVI
Mailing Addreaa P. 0. BOX 241X76
ANCHORAGE, AK 99524-0668
City - state
Zip Coda
SAMPLE DATE: O T
Mo. Day Year
SAMPLE TYPE:
Il Routine
❑ Check Sample (for routine sample
with lab ref, no. 1 ❑ Treated Water
❑ Special Purpose ❑ Untreated Water
SAMPLE
NO. LOCATION
Time
Collected
Collected
By
3,� �2 /c/5el eg S-.
I '5"OV
! �?
21
3 I
4 I
SI
I
Satisfactory
❑ Unsatisfactory
❑ Sample too long in transit; sample should
not be over 30 hours old at examination
to Indicate reliable results. Please send
new sample via special delivery mail.
Date Received 6_'? 9- ?0
Time Received 1113 U
Analytical Method: Membrane Filter
No. of colonies/100 ml.
Lab Ref. No.
Qo. sa�y-
U
U
U
U
Result* Analyst
■C+ 1►-
BACTERIOLOGICAL WATER ANALYSIS RECORD
READ INSTRUCTIONS Membrane Filter. Direct Count 0
Collform/100m1
BEFORE Verification: LTB BGB
COLLECTING SAMPLE final Membrane Filter Results Collform/looml
reported By - _ Dateg �� 9n
Time: __ �`� a.m.
TNTC = Too Numberous To ount p.m.
OB = Other Bacteria
Municipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
September 7, 1990
Leroy Reid, P.E.
Alaska Environmental Control Services, Inc.
PO Box 240668
Anchorage, Alaska 99524-0068
Subject: Waiver Request for Lot 3A2 Block 1 Fischer Subdivision
Waiver Request #WR900026, PID #015-292-17
Dear Mr. Reid:
Your request for waiver of the required 100 foot separation of
a septic system to a private well has been approved. The
approved separation distance is 80 feet on the subject lot and
88 feet to the septic tank on Lot 3A3 Block 1.
This waiver approval applies to the existing septic system to
well separation only. Any future upgrade to either will
require all separation distances be met or another approval
from this department.
Sincerely,
Daniel J. Roth
Civil Engineer
On-site Services
ljm:#6
Concur:
rSmi
Program Manager
On-site Services
Municipality of Anchorage
Development Services Department �' M
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-292-17
1. GENERAL INFORMATION
HAA#i�OZCF�(�
Expiration Date: 9 - 03
Complete legal description RSCHER SUBDIVISION, LOT 3A2, BLOCK 1, ANCHORAGE, AK
Location (site address or directions) 5120 SELDON CIRCLE
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
RAY E. CARLSON Day phone 346-8329
5120 SELDON CIRCLE, ANCHIRAGE, AK, 99507
WENDY STEVENS W/ DYNAMIC PROPERTIES
3111 C. STREET, SUITE 100, 99503
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Day phone
Day phone 261-7600
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
0
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority
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 samples. (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 Health Authority 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 ALASKA WATER do WASTEWATER CONSULTANTS, INC. Phone
Address 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AKW WC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will It confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 3_ bedrooms.
Disapproved.
337-6179
Date 6 117, 103
Conditional approval for bedrooms, with the filowing stipulations:
rrnia...,...... ,
WASTEWATER
Attachments: �c� ' • . , •' •���
HAA Checklist Manitenance Agreements /f�0�JJ)I) NNN
Septic System Advisory Supplemental Engineer's Reort
Well Flow Advisory Other
Original Certificate Date: 6 9 3
(Rev. 17/01)
Municipality of Anchorage
• Development Services Department
Building Safety Division
Onsite Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519.6650
www.ei.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: FISCHER SUBDIVISION; LOT 3A2, BLOCK 1 Parcel ID: 015-292-17
A. WELL DATA
Well type PRIATE If A, B, or C provide PWSID# N/A
Date completed 8/20/1990 Sanitary seal (YM) YES
Total depth 277 ft. Cased to 277 ft.
FROM WELL LOG
Date of test 8/20/1990
Static water level 207 ft.
Well production 5 g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies1100 ml.
Arsenio 1.4L mg./L.
B. SEPTICIHOLDING TANK DATA
Nitrate I , 2t mgJL.
Well Log (YM) Y
Wires properly protected (YM) YES
Casing height (above ground) 31.5 in.
AT INSPECTION
6/11/2003
251 R.
5.68 g.p.m.
Other bacteria _O--colonies/100 ml.
Date of sample: 6/11/03 Collected by: AKWWC, INC.
TankType/Material
CONCRETE
Date Installed
7/3/1974
Tank size 1250 gal.
Number of Compartments t
Cleanouts (Y/N)
YES
Foundation deanout (Y/N) YES Depression over tank (YM) NO High water alarm (YIN) N/A
Date of pumping 6/11/2003 Pumper NORTHLAND PUMPING
C. ABSORPTION FIELD DATA
Date installed 7/34/1974 Soil rating CED>r ft%Wrm) 85 System type PIT
Length UNKNOWN ft. Width UNKNOWN ft. Gravel below pipe 6 ft.
Total depth 12.8 fL Eff. absorption areaNKNOWIftt Monitoring tube YES Depression over field NO
Date of adequacy test 6/11/2003 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 34.5 in. Water added 625 gal. New depth 52.5 in.
Elapsed Time:t 9 min. Final fluid depth48 in. Absorption rate >= 450+ g.p.d,
Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date
1,
D. LIFT STATION
Date installed
"Pump on" level at in.
Datum
E. SEPARATION DISTANCES
Size in gallons
High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot ••80'
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
On adjacent lots ••88'
On adjacent lots 1 DD'+
Public sewer manhole/cleanout N/A
Holding tank 75'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 25'+ Water service line 10'+ Surface water 1000+
Wells on adjacent lots 1000+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line 109+ Surface water 100'+ Driveway, parking/vehicle storage 20'
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
•• WAIVERS ON FILE WITH MOA
G. ENGINEER'S CERTIFICATION da
1 certify that / have determined through field inspections andra
review of Municipal records that the above systems are in ......."' . . ... ....
conformance with MOA HAA guidelines in effect on this date. y
Engineer's Printed ame JEFFREY A. GARNESS V%o C 7953.,...-
Date � lL 03 Mprof..wWn��
HAA Fee $ Waiver Fee $
Date of Payment _(/ 1210 --Ji Date of Payment
Receipt Number 3ri���o Receipt Number
(Rev. 12109 )
06-16-03 02:34PM FROM -CUE ENVIRONIEENTAL SRV
SGS Rer.#
1033298001
Client Name
AK Water & Wastewater Consultants Inc.
Project Name/#
5120 Seldon Cir.
Client Sample ID
UA2, Bl, Fischer
Matrix
Drinking Water
9075615301 T-019 P.02/03 F-269
All Dates/Times are Alaska Standard Time
Printed Date/Time 06/13/2003 7:37
Collected DateMme 06/11/2003 9:36
Received Date/Time 06/11/2003 11:45
Technical Director Stephen C;?de
Released
Sample Remarks:
Allowable Prep Analysis
Parameter Results PQL Units Method Limits Date Date Init
Waters Department
Nitrate -N 1.21 0.100 mg/L EPA 300.0 (<-10) 06/11/03 ]IB
Microbiology Laboratory
Total Coliform 0 coV100mL SMI8 92228 (<=1) 06/11/03 KAP
06-16-03 02:35PM FROM-•CT&E ENVIROMENTAL SRV
9075615301 T-019 P.03/03 F-169
/1 CT&E Environmental Services Inc.
Laboratory Division
200 W. Potter Drive
3rinking Water Analysis Report for Total Coliform Bacteria Anenorao.• AK 88618.1606
READ INSTRUCTIONS ON REVERSE SWEBEfORECOLLECTING SAMPLE Fair10MISA Ran;
t3 PUBLIC WATER SYSTEM I.D.0
If 'PRIVATE WATER SYSTEM
1:3 Sed Raub Q Seed inh*o
.e rte. W#4" Now cmw=
FIG00584aw;Of \{ Y
+r •
Sed Ralubg
W 9( Seed lnv*W
CT7Tf0 / W/O ..�...
i
SAMPLE DATE: go
Month
SAMPLE TYPE:
�J Routine
O 1 Repeat Sample (for routine sample
with lab rof. no. )
a 1 Special Purpose
SAM PLE LOCATION
'Sl � ��'trldon
97 . WN
Day Year
a Treated Water
J1� Untreated Water
Time Collected -
Collected By
g-->0&
ros" prim
BACTERIOLOGICAL
Analysis shows this Water SAMPLE to be:
Satisfactory
CI Unsatisfactory
0 Sample over 30 hours old. results may
be unreliable
13 Sample too long in transit; sample should
not be over3ftours old at examination
to indicate reliable results. Please send
new sample via special delivery mail.
Date Received
Time Received Y
Analysts Been I �N
Analytical Method: )- Membtane Filter
0 MMO-MUG
- •— - �•"tml.
1033298 • lA tank•
Vol
Analyst
.�.+ea ea INII e1N aA eN 0
Seat to A.D.E.C. Asch Fbks Jun
Faced
Pate: Time:
Cheat notified of unsatisfactory results:
13
o Spoke with az d
Date: Timr.
RECORD
MMO-MUG Remit: Total Colltoro ' E con
A
Membrane FUter: Dines Coast C� ColoolWI00 ml
Vitrification: LTB BGB
COLiF1RM
rNTC-Tr, Iftmm . To Codw
Fecal Coliform Confirmatwo OR-QA.rAamm
Final Membrane Filter Resole U Collrornvioo ma
Reported By. Data , Time 11o220 hn
1 Member of the $129 Croup (Socift Gdnhaie de Surveillance)
-- -•- --••-- •••.. •.wunew uuiaOURi. NEW JERSEY. OHIO. WEST VIRGINIA
Gloom,
C AC L
Tt $0 1 q
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1t Is the rotpons lbf I I ty of the owner to determine: -
1,84
the existence of any easements, covenants, or r*7
Strictions which do not appear on the recorded sib -
division Plato Under -no circtastances should afto,
data hams' be used for construction or for estiob; 771ru—mit ormtwo
I Ishing boundary, or fence I Ines. The surveyor takes snows be 114C mcomiogolruT, A4C Sor
responsibility for the 'Initial transaction only. $01OWN $11MICIN,
LOT Ail► :60AS4 cap Mot"Doet
t/ er- 6; It It* rp 0 n
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ANCHORAGEnECORDING DISMICT
1`3 me a face
'ASSWI�ATES.
'14Z6 wrtortu'swrr
ANCIVIAM ALASKA
2 99501 ju
a IF; {CAL[:.. C04L14 I
p
Vi I e. 17)
Municipality of Anchorage
Development Services Department .C.=
• �•r Building Safety Division
On -Site Water and Wastewater Program It, '
4700 South Bragaw St. s E T
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET
To: Jeff Gorness
Legal description: Fisher Subdivision Block 1 Lot 3A2
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ calculation error in design.
❑ Additional soils information needed.
❑ Water monitoring results inadequate.
❑ Discrepancy in information submitted.
❑ Topographic information missing or inadequate.
® Incomplete; missing Non -objection Utility letters for well in easement,
❑ Incomplete; missing LA0 we.kk kn Q,06ment4.6ee
❑ Additional adequacy test information needed. FVE>_bUa)L tl�ovn fl ju-btf IcIcio
❑ Water sample unacceptable.
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field.
❑ Other.
Name of reviewer: Jeff Poet
Date: 6-19-03
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK