HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 4H LT 2ARabbit Creek
ViewHeights
Block 4H
Lot 2A
#020-551-16
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
_p
DISTANCES
Tp
FROM
-I4G--
TANK
ABSORPTION
FIELD
WELL
Address
ey co%
No.
Phone(s) y Permit No. f Bedrooms
S ZJ DDs 4LOT
LEGAL DESCRIPTION
WELL
_ter
LINE
O
s
Lot Block SubdyLSioq ,
I
FOUNDATION
O r�
--
Township, Range, Section
�AS
• o, ('� '�___
-BUILT DIAGRAM
driveway, water bodies,
(Show location of well,
etc)
septic system, property
hoes, foundation,
—�
ANKS_
❑ SEPTIC f HOLDING
Manuf cturer
Capacity in gallons
Material
�tc=__
No. of Compartments
TYPE OF SYSTEM
❑ TRENCH [IBED[IW. DRAIN ElOTHER
-
e
to pipe bottom from
origma e FT
Total depth Irom original grade
FT
Fill added above origin de
Gravel depth beneath pipe
FT
Grave—i engm
FT
IBAvei width
FT
Total absorption area
SQ FT
Distance between line
FT
Number of lines
Soil rating
SQ FT
Pipe material
b3a34 �UG
Installer
Date Installed
WELLS
JK PRIVATE ❑ OTHER (Identifv)
Classification (A,B,C)
Total Depth
FT
Cased to
FT
Installer -
Dale Installed:
REMARKS:
t
fa % ��[__�
y/—
rl lift- Lr A/1 �CX,A- I / '
Scale:
Inspectiops
Date:
SAN
Perf
ed
W
by:_-
e
ENGINEER'S SEAL
r2'
!d
s
C
S & V lvlil it. S certify that [Pis inspect'n was
tJpertgrmed according to all /
MILpa�c��CRIe,APIUbluleaTifii4Jl�sPofi this date
Health Department Approval:
72-013 (3/851
P, A
I
fk
17034 Eagle River Loop Road
Eagle River, Alaska 99577
ROBERT A.SHAFER
CIVIL ENGINEER
694-2979
PRO�EC}'' I ^Y'G�� +� ATE OF TEST:
LOCATION OF WELL (Legal Description): c��
1 t
WELL DEPTH: ��� FT. CASING: FT. SCREEN: .�•
DATE DRILLING COMPLETED: DRILLER:
STATIC WATER LEVEL (Top of Casing): FT. DATE: I ` "`1–O - nC>
CLOCK ELAPSED TIME SINCE I DEPTH TO I DRAWDOWNI I PUMPING
TIME PUMPING STARTEDI
STOPPED, MWATER, FT. RECOVERY RATE, GPM REMARKS
IN.
4-fD 1 0
1
(SWI)
0 1 0
Start
5
5
g
sr,
1 0
11 ,,'/
15
151b -
'r-'t;p
20(10'
c>_
25—
_
v
30
2;
35
40
45 _
_
55
60 (1 hour)
90
-
120 (2 hours)
150
180 (3 hours)
--
210
-
��, h
240 (4 hours)
C)
'�UNJUFALITY OF ANCHORAG5E`,
RECOVERY DEPT. OF HEALTH &
ENVIRONMENTAL PROTECFION
t 0 0
5 _ —
IJv
10 -
15
20 0 �a
25 —
30
35
Comments: 1 I� �. tr_ _ � ,�� ���� I'' ��� •
Flow is not Guaranteed
Subsequent Variations
Can Occur.
SCALE
i h
i l 1'l
x
IJ �
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C
0 O.
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nwhO , 1 d A,
4
October 22, 1990
ROBERT SHAFER, P.E.
ROGERSHAFER
CIVIL ENGINEERS
(907) 694.2979
FAX 694-1211
MuniciaCity oU Anchra e
APPRAUTHORITY
OVALS
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Akaska 99519-6650
SEWER &WATER
MAIN EXTENSIONS
REFERENCE: Lost 2; B2oek 4; Rabbit Creek Heigh"
PERMIT REQUEST NARRATIVE
SEWER S WATER
INSPECTION
Request you issue a permit .to ins-tatt a hotding tank on the rebereneed
property.
Due to area history, groundwater 2evets, tot slope and pooh. soils, we
4 et a hotding -tank is the only suitabte wa.e.tewaten. dispo-sat system ban
ENGINEERING STUDIES
AND REPORTS
this piLopuLty.
I"tak2ati-on ob the holding tank w,itt. not abbeet neighbo) i -ng prope tiea
any mane than the existing septic system, however, with the holding
WELL INSPECTION
.tank. on .the westside ob the tot, and the septic system on the eaht3ide
&FLOW TEST
ob Lot 4, 2b a weU were to be dni-22ed on Lot 3, it must be to the
,south ob Lot 3 (up hittil. Unbortunatety, the proposed toeation ob the
hotding tank .is the only bea,6ibte Location due .to tot slope.
SITE PLANS
For burther property inborma.tion ptease reber .to aur tetter to Eldon
Sib3on dated September 24, 1990 and a tetter Brom Flattop Techni-cat
Seuiceh to the Alaska Permanent Fund Corporation dated September 8,
1989.
ROAD DESIGN
Si;eneky,
SOILTEST
ERT A. SHAFER, P.E.
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSALSYSTEM
DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
t �tPo
SCALE
r
O �
POp
v
�a G
MSI �i�/� ��a ✓�
-------------
W� Ott
N t
cn
l
090
N ;17 �
� D
z r
N
0
m
September 24, 1990
ROBERTSHAFER, P.E.
ROGER SHAFER
CIVIL ENGINEERS
(907)694.2979
FAX 6941211
HEALTH AUTHORITY
APPROVALS
Mt. Won S.i44on
ROSE PROPERTIES
4175 Tudors. Centre Oni.ve
Suite 103 -
SEWER & WATER
MAINEXTENSIONS
Anchaicage, Ataska 99508
REFERENCE: Lot 2; Btock 4; Rabbit Creek Heights
7820 Marino Drive
SEWER & WATER
INSPECTION
c�
'Dean Mr. Sizaon,
At yours 4equu t we have .investigated .the nebeneneed property bor
punpo4e6 ob obtaining appnovat ob .the wastewater dispobat system.
ENGINEERING STUDIES
AND REPORTS
In concu.rtence with Ftattop Teehnicat Serv.icee tepart dated September
8, 1989, we beet ,the exiAting sy4tem .i4 .located too etose to a noad6.ide
stream and the teaehb.ietd ,i.s ptababty inundated with groundwater dut.ing
various times ob the yeah, although .the teaehb.ietd appeared dry at th"
WELL INSPECTION
time.
& FLOW TEST
Con6.i4tent with Ftattop Technieat Serv.ice,6 report (paragtpah #4) we
excavated .two te6t hotel on ,the property to 6.ind a 4uitabte .location to
upgrade the septic 6y4tem; or to conb.inm the neee6zity ob a wastewater
SITE PLANS
hotding tanks'
area,
These hote6 were excavated uphitt bnom the hou4ep,
and.
�.in pthat
/_
Thein
apeared dry eppea4eugh d ndoon oa dt onoundwateA a new
ROAD DESIGN
theb
these hotel a p g g g
kevbetz high. (Thi op
bot each Note were .identi.cato thus, one soil .Cog .is attached.)
Gtaundwaten 6eep4 were present throughout both hoteb, therbone, we
.installed a monitoni.ng tube .in one Note and tett the other hate
partiatty open bon burthen groundwater mon.iton.ing.
SOIL TEST
Abten mon.ito i.ng the groundwater teveC4 bor apptox.imatety 2 weeks we
bound the 6tatie water tevelb to be fust .Cow enough 'to .instate a
teachb.ietd, thenebote, a percotation test wzs penbormed.
PERCOLATION
TEST
UnbortunateCy, tki,6 percotation test bound the 4ott6 peneotation nate
to be 80 m.inu te.6 per .inch which .c,6 .in exees6 ab the 60 min/inch on
better nequ.inement bar a septic teaehb.ietd.
7here6ote, we beet the only po66.ibte 6otution bot wastewater di4po6at
MECHANRALa
MECHANICAL
on th�i6 n0 y g p y p
p pert �C6 a hotd.in tank a4 4u6 eeted b Ftattop Techntieat
INSPECTIONS
Serv.ecu.
ON SITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
Page Two
Lot 2; bCock 4; Rabbit CKeek Hei.gh#6
7820 Maaino Dfiive
Sep.temben. 24, 1990
With #h.i6 .injoamation, no 6u4thm tuting bon fuai jicati,on w.ieQ be nece66aty
,to obtain a holding ,tank pehmit 6nom .the MunicipaP.ity o6 Anehonage .(MOAN►.
Ib you have any que6tion6, on w16h us ,to pnoceed with obtaining a pehmit bon a
hoCding tank .in6,tattati.on, ptea6e contact u6.
il
A. SHAPER, V.E.
/gm
0
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: DA
DA
LEGAL DESCRI
AFF E ET)
w
3 i
4-
6 6 f d
•�
8
12-
13
14
51617 15-
16-
17
18
19
20
COMMENTS
♦"MI
ML.4M
ovv Mta/�.
-rA-te,-,JA0,-Y -'
n
'Township, Range,
SLOPE
WAS GROUNDWATER
ENCOUNTERED?
IF YES, AT WHAT L
DEPTH? = O
P
E
Depth to Water After
Monitoring? - 10 Date: "1t"90
tl�
SITE
Gross
Reading Date
Time
Net
Time
Depth to
Water
Net
Drop
HIa.
i s
i
'3
"
fJ
tl
Z„'S 4
a
Q,., n
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN`( 7 f AND �_FT
S & S ENGINEERING
PERFORMED BY:17VOPPF0'v ""I*.i2iVlP��rolOq�y
ACCORDANCE eANWATE1tM RTZPAL G
n.nna Io.,,. n,oa,
CERTIFY THAT THI TEST W S PERFORMED IN
ON THIS DATE. DATE: � U _
CIVIL A ENV1ROWENTAL ENGLNEERlNC
THFODORE F. MOORL P -E.
UU4 (007) 345.1348
• ENERGY CONS RVAMN k ANALYSIS
September 8, 1989
Alaska Permanent Fund Corporation
c/o Realty Center - Attn: Steve Lloyd
8400 !Hartzell Rd.
Anchorage, AK 99507
)Dear Mr. Lloyd;
14530 ECHO Sr.
ANCHORAGE, A,XMKA 99516
\�iyyyy
Per your request, I have initlated adequacy testing of the on -situ water
1upply and wastewater disposal systems serving the residence on Lot 2, Flock 41
Rabbit Creek 11eights SID, located at 7820 Marino Drive in Anchorage, Copies of the
soils test, septic system as -built dfawing and well log are enclosed..
According to the septic system as -built drawing, the 3 bedroom wastewater,.
disposal system was installed In August 1982, and conslsts of a 1000 Ballon septic
tank followed by 115 lineal feet of leachfield of an undeterminable configuration.
The system was granted Municipal Health Authority Approval In 1984 without
being subjected to an adequacy test.
On September %ducted a preliminary inspection of tho watar supply
and wastewater acilities. During this inspection I observed that the fluid
level in the soilab,)%di.'.ion system Monitor tube was only 8 taches below ground .
level, despite the fac> >.nat the house had been unoccupied for an extended period
of time. Scale buildup in the pipe indicated that the fluid level had been'
considerably higher in the past. This is indicative that the VlWz is�subjecied to
4wf=_1w&ccwcrater, and thge could not goal y f (e (#• Auth4rit %p oystl,
1 also noted that the monitor tube is on_ _y 16.feet awe (roma colitinu4us11 flowis►g
roadside ditch, ins ad of Ute rr *P 100 feet, which would also disqualify it
from the possibility or Health Authority Approval. How this system was ever
allowed to be constructed as it was Is a mystery; suffice it to eAy that serious
mistakes appear to have berm made by all parties involved: The initial soils test
was conducted during the winter, at a time when no surfacemoisture is enteriang
the ground and groundwater tables are particularly low,
It is my opinion that installation of a !soloing tank will be the most feasible:
solution to the problem, since there is 11 tee possibility of fiurll�a$ as uitablslto ow
the lot for installation of a properly functioning soil absorption, system. Because of
the need f re,,x.ppg, thuswi!! itav��tiegatiiaa �e�ue
house. New stills Atgs may be required by the Municipality in order to qualify for
aholding t dk permita�d if—sz► these wolild definitely resolythe questiaa of
whether or not there is any suitable site on the lot for an on. -.Site soil Htasorption.
system.
Because of known major survey "busts" plaguing this 60clivision, I would
recommend that a n�lot.aurx be comissioned at ori ea_rl�r date to �n�' that
Present and propos, t-alc`ci)itijs are in fact on the lot. This may already have.been
Al M --
13ecu6+9 the house Is presently winterized, I have of et been Able t�`
conduct an adequa teat of the wolf. Aird � ller 31 � (:
�' � i� to the" driller's log; tlae wall is .1 p��'�
fee deep 86dhs a yield of 5 gal 3 per minute, A, 5 op yield is adcquaiefot''a
single family residence, but this will have to be verified by it flov,test and the
water quality sampled prior to receipt of Health Authority Approval, I ob rved
that the vLdo9§, not have an approved saal acidxrduxu
r►S.h�r�;
The following is a rough estlm to of the casts that will be Involved in
bringing the systems into compliance; with regulations, and alataitting Health
Authority Approval.
Soils testing ( If required)
Excavator to dig test holes 3300
Engineering (soil logo+, perc test, water monitoiltag) .$400 qs
Site plata and holding tank justlficadon $Z00
Municipal permit fee for balding tonic $ 90 :.
Bid solicitation from 3 txmtractors ( if required) $1.50
installation 00 000 gallon holding U4 (bq contractor,i 43540
"1..
Inspections and .uBt drawiu
!3
Well florae test (including water quality testing) $450
Well seal and conduit Installation $ 95
Municipal processing fee for Health Authority Approval $170
Total (excluding cast of lot survey by others) $5605
Please call me if you have any questions on this repo, -t and advise me if you
vista me to proceed with the abovedewibed work,
Sincerely,
Ted Moore, P.H.
101
MU|11ClP�L1TY OF oN�H�k�u�
Uepartme�� o� Health & Human Servz(won
825 L Siree�, Andmr�ge` Alaska 99501 343-472O
uN~S�TL HOLDlNG [AN|( PERMll
Uat�` �ssued: (/1/25/90 Encdneer Designed
^�
Uwner Name: -saw, FUND CORP. ` Day Phone:
Uw' ss:
JUNEAU, AK 998O2
Parce1 Id: 020-114~54
not 1. vision: RAB8IT CREEK HEIGHTS Lot: 2 Block: 4
Set: LiCal : 1 Township: I 11 Range: 3W
iot Size 33750 (sq.ft. or acres)
Max 8ugrooms: This Par mzt: 3 ToLal Capacity: 3
H0LDING :ANk: !1inimum Tank Size: 2o000 gallons. A high waLe|, a1�rm mustbe
instailo/, the tank and connected to the residence. Depth to top of holdzog
tank fee+ requires znsulation over tank.
EXP[RES 1 ECEM8E11 31, 1119W.
��1STI�G SEPl[C lANK AND TRENUH TO 80 PROPERLY ABAN001"E0.
S[lPT{[fANK MAY BE BUR1ED DNA[TE BUT LOCAT[ON MUSlV W 100'
FRUU
01 Q1. WELLS old 11 MUST 8E NOTED ON lNOW CTlLIN REPURl.
with the requzremenAm; [or on`szte sewers and wei1s as set
the It! niczpaliiy of Anchorage (MDO, > and the SLate o[ A1ask &.
LJ j, i1e system accordance with all 1,1A codes and rPill ) Pit ior's,
�F;d in C with 1 1e design criteris 1 -,erm1,t.
adiion I- tn and e u{ H]aska requ1rements nn the seL ha.�k
distances <rnm any existing 1 we1i� wastewater disposal sysem or publ|c
sewera�e system on Lhzs or any adjacent or nea,by loi.
4. l un'|erstand ihaL thzs perm��t is valid [or a maximum :jedrooms. ]
aiso mde/%s(.and that the capacity of the total system is 3 bedrooms and
any en]argement will require an addi�ional permit.
Signed:
lssued 8y: DATE: //� �'/90
_ ^,.... ..... ...... ~~___~~
oto �cpHc Sycf-env tu,,AIn Ic-*O' ®o4 ce-,e(I
�- 2f
0 T1
(VAcAN r
1- -27 13 '!
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oT 9
Flattop Technfcal Services
.14530 Echo Street
Anchorage, Alaslca 99,51 F
A 6/ l l CH F-5 s/,
H04.DIN 6—' TAN��
S (T6 PG -A N
ScAc E : (" ^ 5-01 NoTC-.' rrfa Lt Noi
vArje : 1190 A s"Ij'/c' r ro Pi -47
pwN !�; : TFti 14il, GaeArrcNs A8
A•PPaox +`trirE
GxisrrNb Sole. Aar.
rl? EN C it 7.0 G a
°IN
AB/ooNeo /N
03_0&'0
p4ACC- U� S7,4NO
Hous
PIP&s 175111,2060
h -t`
resr
—
H GNa
Gx(s TING•
--_
SEPTIC TRNI:
7'v QF_'
R EHGU�O fFD
I�.E PI.RCEp
w. N lot, foo
G.4 4
(-iv�OiNG- Ti)N
r
X07"
I— !D' UT+f°lr r 6shtt — —
Izg
oT 9
Flattop Technfcal Services
.14530 Echo Street
Anchorage, Alaslca 99,51 F
A 6/ l l CH F-5 s/,
H04.DIN 6—' TAN��
S (T6 PG -A N
ScAc E : (" ^ 5-01 NoTC-.' rrfa Lt Noi
vArje : 1190 A s"Ij'/c' r ro Pi -47
pwN !�; : TFti 14il, GaeArrcNs A8
A•PPaox +`trirE
Flattop Technical Services
14530 Echo Street
Amhorarge, Alaska 99516
Lot 2, Block 4, Rabbit Creek Heights S/D
7820 Marino Drive
Holding Tank Installation Specifications
All Materials and construction procedures shall conform with M.O.A regulations.
2. The existing 1000 gallon septic tank shall be pumped, crushed and buried on site.
Remove the standpipes from the existing soil absorption system.
3. Install a new Municipally approved 3000 gallon holding tank with two standpipes, in
the general location indicated on the site plan.
4. Set the tank deep enough to provide 5 feet of soil cover over the top of the tank to
prevent flotation when the tank is pumped. Provide sufficient additional material over
the tank to ensure that a depression does not form after the soil compacts. Grade the
finished surface to smooth contours. A sump pump or temporary drain will be needed to
dewater the excavation during the installation of the tank.
5. Install an approved high level alarm system consisting of a float switch mounted in
the second standpipe which triggers an audible and visual alarm mounted inside the
dwelling when there is only 500 gallons of capacity remaining in the tank.
d: 0 F A " e
Flattop Technical Services a� � plN��fi
14530 Echo Street •'�i rFi "' rpt' 0
�n�c� r e t11 slice 9951G * . — a • ;
-NCuntcPpa df Anc%%?a e w •....•••��•pp•.•.y.....i
DEPARTMENT OF HEALTH & HUMAN SERVICES
'! 9••e.r rrrr r.••...
825 "L" Street, Anchorage, Alaska 99502-0650 �'. IHEO,0l1f: F. rnco:{E
SOILS LOG — PERCOLATION TEST v > '• CE " 3
�
PERFORMED FOR: n f d<DATE PERFORMED:
LEGAL DESCRIPTION: 1..2+ IS wf fjQ.bbrf Clr f/h Township, Range, Section: sec" J, T31 N, 8 3Gci S•, /y,
DEPTH Pp SLOPE SITE PLAN
1 6-N 6racu,7
2
3 --- Ii,o •Sets
4 M r^ O rows?
l yr
2n crewcn�1
6 uuef u,,. olepM
7
8
9 B a flew+ OF NO fe
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND W
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water ppp/Ifc'p It
Moniloring7 2—
I
S
L
O
P
E
Dale: A / 7 a9
Reaclin9I Date I Gross I Net I Depth to I Net
Tm
ie Time Water Drop
PERCOLATION RATE
(minutes/inch) PERC HOLE DIAMETER
//TEST RUN BETWEEN FT AND FT
COMMENTS n rr� E / /LC /tet I/Cry TTS 9 r
PERFORMED BY: rlGch4� T .Sr/Cf I -/ �"�� CERTIFY THAT THIS TEST WAS PERFORMED IN
7: H. o/&w4 6 cf N cbvf
ACCORDANCE WITH ALL STATFAND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �0 t-3 / /6�5P
72-008 (Rev. 4/85)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH int ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
$25 L Street -Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYS"fEM AND/OR WELT_ INSPECTION REPORT
NAME
PHONE NEW
A /v L2 / /
I'Y r..I i'"J --- --
����CJ UPGRADE
MAILING ADDRESS
% Y SuecY1It='wC1�
LEGAL DESCRIPTION
e4s'6 C,
LOCATION �� �/
- u!
NO. OF BEDROOMS
13
v� rL_'i,
Well � Absorption area Dwelling /
DISTANCE TO: / s' 7
PERMIT NO. _
h Z Manufacturer Material
N � AN Q-10
No. of compartments
Liq. rap city in gallons Inside length Width
6i6o IF HOMEMADE: IV/A—
��
Liquid depth
� 1 /�
��l
�0Z
DISTANCE TO:
Well
Dwelling
PERMIT NO.
0 Z Q
Manufacturer
Material
Liquid capacity in gallons
w i
DISTANCE TO:
Well L
Foundation ;
Nearest lot line
�(,) 1
PERMIT NO.
°, a Z
E. Z a
No. of lines
Length of each line
13P,, AA `�
Total length of Ijnes
_.�
Trench width 1'
36r inches_
Distance between lines
_
aF.
Top of tile to finish grade �L r /—
Material beneath the
t�
Total effective a sorption area
O
_
®inches
_
Length
Width
Depth
PERMIT NO.
In
nQ. F
Type of crib
Crib diameter
Crib depth
Total effective absorption area
DISTANCE TO:
Well
s
Building foundation
Nearest lot line
j
Class
Depth
Driller
Distance to lot line
PERMIT NO.
W
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area (s)
OTHER
PIPE MATERIALS
r c
SOIL TEST RATING '� ,�
5 1V1 -z3i0
INSTALLER
_
)W1&L& k�
REMARKS
✓.�/y
RFV
BY 'Q" &eAU4--1eF—
F
9Wj •a �s
le h °
7� ° �i1i /J.�� i4
a,
1834-E
�.a
� i' ^• a C�
n/?OFESS10ehP�pj
�sl
APPRO .t T
LEGAL
y
�D
�
��
�/
72-013 (Rev. 3/78)
RETURN TO: Division of Geological and f yslcal Surveys (DGGS)
3001 Porcupine Drive iiele .e: 777-6615)
Anchorage, Alaska 99501
W A T E R W E L- L R E C 0 R D
Drilling Company NanK'
LOCATION OF WELL Please comp i ete either la, Ib, or Ic.
U.S.G.S. Local No.
Drilling Permit No.
A.D.L. No.
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
Ia. Borough Subdivision ` Lot Block Ib. Fraction Section No. Township Range
TMerdlani
lc. Distance and Direction from Road Intersections
Rabbit Creek Heights
Street Address and Area of Well Location
-'�
Feet
_ Surface
Top
Below
Bottom
3. OWNER OF WELL:
Randy Huff
Address:
4. WELL DE d) e[ed) Surface Elevation Date of
Completion
2. WELL LOG 4
y�Ma [erial�Type�
t�t�r a����Ct�t �i(�i�O c"Z.YII
si l.ty clay hitt_ i.e ._ avel.
1
gravel
hard do cobbles bb 1 e s �s e e a ,
p " ���
ll_ Ii Ltle �rslvel.
IJ rn till
0_
�3
_ 2
_ _�-
75 I-81
I
V
7 -
5. `J Cable tool Rotary Driven Dug
Au er Jetted Bored Other:
(] 9
-- —�
�6• USE: BDdmestIc Public Supply ❑ Industry
mm
ElIrrigat ion ❑Recharge ❑Coercial
DTest Well bother:
� sI
II�O
gravel-_---------------'"�--•
X31
1001
100
102
�--
7 CASING: Threaded ;'Welded
XRg in. to 10Z ft. Depth Weight lbs/ft.
in. to —aft. Depth - .---�._-
,,��..f� - ---.-----"'-------'---��---
--•----�---
3. FINISH OF WELL:
Type: Diameter:
Slot/Mesh Size: Length:
Set between _w ft. and ft.
Fittings:--
NUMCIPALI(Y OF A�NICHCR,k
,
— ---U�rT ('•
vrC- - F
}�5
f t .
9, STATIC WATER LEVEL: --
Above `wow land surface
Type of Measurement:
10. PUMPING LEVEL below land surface
ft. after _hrs. pumping , � 9•p.m•
ft. after hrs. pumping g.p.m.
11. WELL HEAD COMPLETION: In Approved Pit
Pitless Adapter inches above grade
12. GROUTING: Well Grouted: Yes No
material: C�Neat Cement ❑ Other:
13. PUMP: (If available) HP
Length of Drop Pipe fy ft. capacity —_ 9-P•
Type: Q Submersible ❑ Reciprocating
❑ Jet ❑Other: —
-
- - ��--,-------
- -
- �--
14. REHARKS�i.-�--vY
Water Temperature:
15, 'WATER WELL CONTRACTOR'S CERTIFICATION:
This well was Sri l led under my jurisdiction and chis report is true to the best of my knowledge and belief:
Ve.r. n' s Drilling & i-',nt �lLA j X20
Name tract License NunTer
Registered Bus,ness NamConns
Address: 1222.1 Av:ion St reet�_51211.1 ox 1 5(0 An r:hnr�aF�_._LIIi.y --
Signed: ��.�ill�-�" /,/�� �-. Date:
Author -zed Re pre se n tative�
_ ._ ..._ 1__.. ,.._._. _..__. uuiTc - c.,ro necc PINK - miller. CANARY - Customer ��
TYPE OF SUIL H8SORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS - ] SOIL RHTING (SQ FT/BIM: ]10
THE REQUIRED SIZE OF THE SOIL HBSORPTION SYSTEM IS:
low �M 0- 1-1 — 0. KID �EEL ��"GH ���� :1- CIA M V EYE P. . P7? M fo"~�1-1 nn-: !t'-ji
THE LENGTH DIMENSI0N IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIEL, D,
THE DEPTH OF H TRENCH OR PlT lS THE DISTHNCE BETWEEN THE SURFHCE OF THE
GROUND HND THE BOTTOM OF THE EXCHVHTION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRHVEL BETNEEN THE OUTFHLL PlPE
HND THE 8OTTOM OF THE EXCHVHTION (IN FEET)
FQ Q KIT k. A I yon PEE f? AKT tin W -1-.1 c? �10 P" 0 f< 10; :11L X KID WE, 11H1=1��K71 TV! jb:
PERMlT HWIN. ICHNT HRS THE RESPOIN: IBILlTY TO INFORM
THIS
DEPFit TMEKAT DURING THE
INSTHLLHTIOH INSPECTIONS OF
HNY WELLS HDJHCENT TO
THIS
PROPERTY HND THE
NUMBER OF RESIDENCES TINT THE
WELL WILL SERVE,
��~ ��^�0 Q §2 J I E40
0; to, V 01v -1 - I CIA phi 51:;
FQ IH: CIV U 11 W 12T Q
BHCKFILLING OF HNY SYSTEM WITHOUT
FINHL INSPECTION
HND
HPPROVHL BY THIS
DEPHRTMENT HILL. BE SUBJECT
TO PROSECUTIOP-L
MINIMUM MSTHNCE BETNEEN H
NELL HND HNY ON-SITE SEWHGE
DISPOSHL SYSTEM IS
100 FEET FOR H PRIYHTE WELL
OR 150 TO 200 FEET FROM
H PUBLIC
HELL DEPENDIN�
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTHNCE FROM H FIR IVHTE
TO H COMMUNITY SEWER LINE
WELL TO A PRIVHTE
SE|AER
LINE IS 25 FEET HND
IS
NELL LOGS HRE REQUlRED HND
75 FEET.
MUST BE RETURNED TO THE
DEPHRTMENT
WlTHIN ]0 DHYS
OF THE WELL COMPLETIOM.
OTHER REQUIREMENTS MHY HPPL?
SPECIFlCHTIONS HND
CONSTRUCTION
DIHGRHMS HRE
HVHILHBLE TO INSURE PROPER
INSTHLLHTION
10MEN&T 1: -T TAK0,0170 1: 100:145
I CERTIFY THHT
1� I HM FHMILIHR NITH THE REQUIREMENTS FOR ON --SITE SEWERS HND NELLS HS SET
FORTH BY THE MUNlClPHLITY OF HNCHORHGE,
it: I WlLL INSTHLL THE SYSTEM IN HCCORDHNCE WITH THE COMM.
]� I UNDERSTHND THHT THE UN`SITE SEWER SYSTEM WillREQUIRE ENLHRGEM T IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THHN ] BEDROOMSv��
SIGNED�~ �.�v�K�'
H�PLlCHNT RRNDHLL F��F ���
L7 SOILS LOG y
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL. PROTECTION RC1 PERCOLATION
TEST
825 L. Stroot, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TES -r"
PERFORMED FOR: _ DATE PERFORMED:
ILI
LEGAL DESCRIPTION: " O
1
2
3
4
�b
6
7
8
9
c -f 1 U
11
12
13
14
15
16
17
18
19
/j
WAS GROUND WAl"GR S
ENCOUNTERED? / L
�— 0
P
IF YES, AT WHAT" / [r/ , E
DEPTH?
Reading
Date
Gross
Net
Depth tocb
—
jy, Netl'
Time
Time
Water
Drop
---
-
S'" Z
----
9
20�PLfCOLATION RATE (rriiri.ytes/inch)
i Y
r T RUNTN(yEN FT / N4 (r' JAL 7�o
`� IP �, �/�� ✓/�a/1 `E�/tJ/�J ��"CC.� r�i,.. ,�f 7J,�Cc �cs�;..�.( J
COMMENTS -- t
PERFORMED BY: /( '"S' CtRIFI ED 6Y.- —,' -_ t DATE:_-_._—_��
72-008 (6/79) • . - ,
I
MUNICIPALITY OF ANCHORAGE
!� Department of Health & Human Services AR0 DIVISION OF ENVIRONMENTAL SERVICES
343-4744
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
ParcelI.D.10 d G — a HAA#
ENV 0u Nim `
1. GENERAL INFORMATION (Must be completed prior to submittal) = r 1 £? 1990
(a) Legal Description (include lot, block, subdivision, section, township, range)
Loi 2; 13koeh. 4 Rabbit ..ne2fz Heights Subdivision; 01
Location (address or directions)
7820 Manino D),I i.ve /
(b) Property owner Alaska Pewanent Fund Coxw.elephone : (home) Business
Mailing Address 8400 4aktzet2 Road, Anchwtage, Alaska 99507
(c) Lending Institution
Mailing Address
Telephone
(d) Real Estate Company and Agent ROSE PROPERTIES Arra: Eldon Sisson
Address 341 West Tudors #103 Anchanage Alaska 99503
Telephone
(e) Mail the HAA to the following address: (or check here IMM hold for pick up.)
List contact person and day phone number below:
S & S ENGINEERING
170134 Eagle River Loop Road No 204 --
Eagle River, Alaska 99577,
2. TYPE OF RESIDENCE
Single -Family 1Xx Number of bedrooms —3/
3. WATER SUPPLY
Individual Well t�Y- Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
4. SEWAGE DISPOSAL
On-site Public ❑ Community ❑ Holding Tank 0
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legailty and status.
72-025 (Rev. 7/88) Page 1 of 2
LtdAnk4 N -MENIAL SERVICL-S DIVISION
MUNICIPALITY OF ANCHORAGE (MOA) -r 199D
CHECKLIST
• �� Health Authority Approval (HAA) J r
CHECKLIS -FEBRUARY 9984 pct y ` f /D
Legal Description:
f a 6 r r
A. WELL DATA
Well ClassificationIf A, B, C, D.E.C. Approved (Y/N) �1
Well Log Present (Y/N) --Date Completed 11 J - Yield _ �•
Total Depth ._(_o2_Cased to _I Depth of Grouting D -': D l -
Static Water Level
Pump Set At
Casing Height Above Ground _ /2 / t Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N)
Depression Around Wellhead (Y/N)
SEPARATION DISTANCES FROM WELL:
To-Septic/Holding Tank on Lot ; On Adjoining Lots D� f
To Nearest Edge of Absorption Field on Lot /' ; On Adjoining Lots
To Nearest Public Sewer Line - To Nearest Public Sewer Cleanout/Manholei9__
i
To Nearest Sewer Service Line on Lot
Water Sample Collected by
Water Sample Test Results
Comments
B. IC/HOLDING TANK DATA
Date Installed 1 �-1�-9DSize -2�01ftl No. of Compartments
Standpipes (Y/N) ____�_—Air-tight Caps (Y/N) Foundation Cleanout (Y/N)
Depression over Tank (Y/N) _ Date Last Pumped
Pumping/Maintenance Contact on File (Y/N) AJ ; for — A)/LA
Holding Tank High -Water Alarm (Y/N) — 4 Temporary Holding Tank Permit (Y/N) —
SEPARATION DISTANCES FROM SLW-�/HOLDING TANK:
r
To Water -Supply Well ! 00 ' To Building Foundation
To Property Line n To Disposal Field -
To Water Main/Service Line
To Stream, Pond, Lake or Major Drainage Course
Comments
72-026 (Rev. 7/88) Front Page 1 of 2
c�
ueoe�roertc
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 B STREET • ANCHORAGE, ALASKA 99518 • TELEPHONE (907) 562-2343
FEDERAL TAX I.D. #92-0040440
ANALYSIS REPORT BY SAMPLE for Work Order # 30294
Date Report Printed: NOV 26 90 @ 08:19
Client Sample ID:L2
84 RABBIT CR. HIS
Client Name
S & S ENGINEERING
PWSID :UA
Client Acct
SNSENGP
Collected NOV 20
90 8 16:00 lira.
P.O.# NONE
RECEIVED
Received NOV 20
90 @ 16:30 hrs.
Req #
Preserved with :AS
REQUIRED
Ordered By
: RAY SHAFER
Analysis Completed :NOV 21 90 Send Reports to:
Laboratory Superrvisor�EPPHHENN C. EDE 1)S & S ENGINEERING
Reloased By .k��"� C ZL,— _ .................. .,................... ........
Special
Instruct:
Chemlab Ref #: 904944 Lab Smpl ID: 1 Matrix: WATER
Allowable
Parameter Tested Result Units Method Limits
-------------------------------------------------------------------------------------------------------------
NITRATE-N 1.2 mq/l EPA 353.2 10
Sample
Remarks: ROUTINE SAMPLE
SAMPLE COLLECTED BY; RAY SHAFER
=c ==-.. j
I Tests Performed = _ ,.e c
See Special instructions Above UA -Unavailable
ND= None Detected See Sample Remarks Above
NA= Not Analyzed LT -Less Than, GT -Greater Than
MUNICIPALITY OF ANCHORAGE:
DIVISION OF ENVIRONMENTAL IIEALTH
DFPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
I. General Information
Application Date .( /Z? ��� y
`v V—
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
T' .1
(b) Applicants Name�,,j.I�c, rN�- Telephone IIom�}� t�>siness- ).�
Applicants Address_.. t.3%t fiJd S! •( •� i 1 i, r� i=� r_Y_di ,l _
(c) Applicant is (check one) Lending InstitutionE�_J_; Owner/builder
Buyer F I ; Other I-] (explain);
(d) Lending Institution
Address
(e) Real Estate Co. & Agent
Address
Telephone
(f) Mail the HAA to the following address:
2. Tjj)e of Residence
Single -Family ulti.-Family �4 Other (describe
Number of. Iced roollIS
3. Water Supply
Telephone
Individual Wel]. 21 Community L � Public! —1
Note: If community well system, roust- have -or i.tten confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
OnsiteFZ Publi.c E-1 Community F ---] ,,Tank ^ T
Note: if community well system, must have written confirmati.or: from the State
Department of Environmental Conservation attesting Lo the legality and status.
[Page 1 of 2]
5. 13ut;tt���c�? Lr(t t%1_rm Prov td]nl; itIr,pecttoII.1 'fe F, ta, File Search, Dart and _fnformari.on
Vet`iry LllaL. illy LnVaSL18a _LULL o1 Lhi.s IIeit Llk AULtluLity Appi uval. `ulluvllu Lhat. the utt'-slL.c.
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. Ancliortge 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 regula-
tions in effect on the date of this inspection.
Name of Firm (_ Telephone
Address
Date
Ab
(fN6INEFR SEAT)
6. DREP�Approval
Approved for bedrooms
Approved l_ Disapproved
Terms of Conditional. Approval
13y
CAUTION
Conditional
-----�.3'm`-`z..p.,;.fes.`-I.:�.�p`.i�,-._.�,...�..
ss�,{ G1
�® q�C3r��ufl0tl ofl a' � ,,f
G3
�'..�00 �5dGp fla6�2 r10(140b V::Jflu9 ie�5 �'
I� OGOb Lf.fl N406aK 0fl,In CSP%S9er�: 4""
V. r`
�'A lr''- Leroy C./Reid, i,:
No. 2251 E
flc
Da
THE RUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVTRONM_"NTAI, PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SO_T,ELY_ UPON THE- REPRESENT-
ATIONS GIVEN IN PAMGRAPH S ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN THE S'L'ATE OF ALASKA. T1IE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND
THEIR LENDING INSTITUTIONS IN ORDIsR TO SATISFY CERTAIN FEDERAL. AND STATE REQUIRE-
MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA 13EFORE A
CERTIFICATE IS ISSUED. 1111': MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS IN TILE PROFESSIONAL ENGINEER'S WORK.
(DHEP SEAL)
RR4/ej/T)18
[Page 2 of 2] 7-1.9--84
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Legal Description: L -Or tK _
A. WELL DATA
Well Classification /QWA-rg If A, Be or C, D.E.C. Approved(Y/N)yUJJ�_ _
Well Log Present /N) _ Date Completed B--Z_� Yield E442i
Total Depth ) -2- Cased to _ / c� 'Z_ Depth of Grouting t9%'��
Static Water Level 4/S _ Pump Set At
Sanitary Seal Casing
)
Casing Height Above Ground ?, L Y g
Electrical Wiring in Conduit N) Depression Around Dbllhead (Y �
Separation Distances from Well:
To Septic/Eiolding Tank on Lot RG,,y �; On Adjoining Lots 41 A
To Nearest Edge of Absorption Field on Lot ; On Adjoining Lots
To Nearest Public Sewer Line d 1a To Nearest Public Sewer
Cleanout/Manhole� -__ _ To Nearest Sewer Service Line on Lot
Water Sample Collected By r b0 ; Date
Water Sample Test Results _S 4'-E±f3 T — s-
Ccmm nts
B. SEPTIC/HOLDING TANK DATA
Date Installed , 9 B Z Size _ / C7cD6 No. of Cafpart ants
Standpipes /N) Air -tight Caps d/ —
N) Foundation Cleanout4/N)
Depression over Tank (Y/,% Date Last Pumped AL
Pumping/Maintenance Contract on File ; for 14i`DAL1. ix _ Pa MP+NC
Holding Tank High --Water Alarm (YIN) NtA Temporary Holding Tank Permit (Y/N) IVA
Separation Distances from Septic/Holding Tank:
i
To Water -Supply Mll . 15 To Building Foundation
To Property Line .� CLQ To Disposal Field
To Water Main/Service Line iu a___- To Stream, Pond, Lake, or Major Drainage
Course N.GA--
Comments-----
an����
[Page 1 of 2] N011DRONd ialNawNOMIANI
8 HiIVAI JO UK] 2-15-84
5Ov401ADNV dO a1VdlD1NnN4
[Page 1 of 2] N011DRONd ialNawNOMIANI
8 HiIVAI JO UK] 2-15-84
5Ov401ADNV dO a1VdlD1NnN4
2-�f� G, K ids
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 3 JDi Type of System Design 'r^'0tJC 14
Date Installed Length of Field _ ) g -
Width of Fields Depth of Field
Gravel Bed Thickness
Square Feet of Absorption Area J')2S Standpipes Present &/N)
Depression over Field (YAM Date of Last Adequacy Test &Jt,4
Results of Last Adequacy Test PJ(A
Separation Distance from Absorption Field:
To Water -Supply 'Kbll 0a ` To Property Line
To Building Foundation To Existing or Abandoned System on
Lot N (/j- On Adjoining Lots >-,3 0 `
To Water Main/Service Line ,()ly} To Cutbank(if present) A-),
To Stream/Pond/Lake/or Major Drainage Course N /,q
To Driveway, Parking Area, or Vehicle Storage Area 2 �, r
Comments,*, PEE Mn iA ,��cs5 /� Tll� 11S/�ta L, -r -
D. LIFT STATION
Date Installed /�J�f Dimnsions
Size in Gallons Manhole/Access (Y/N) /t)
"Pump On" Level at //� `Pump off" Level at _A� %T1��
High Water Alarm Level at /U/ Vent (Y/N) W/A__
Tested for f 4Z Pumping Cycles during Adequacy Test. Meets MOA
Electrical Codes
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect
on the date of this inspection. �_yy����D
Signed _ A v �; Date 6 zz 0 o11F,Mv O��A�4S��6
Company wEC �/.v r, MCA No. fj'�F C�£'_� ��q'ra.• s a,
KBl /d5/s
(Page 2 of 21
X
..0 Be e0 ipn! �C •r,.
or C, avid, .
No. 2251.E
2-15-84
r%-
\
ALA
�An
'SILL SHEFFIELD, COVERNl7R
*EPT. OF EN%'1BONMENTAL CONSERVATION
SOUTHCENTRAL REGIONAL OFFICE
437 "E" STREET, SUITE 200
ANCHORAGE, ALASKA 99501
September 4, 1984
274-2533
Alaska Environmental
Services
1200 West 33rd Avenue
Suite B
Anchorage, Alaska 99503
SUBJECT: waiLotVe2, Block n4alRabbitrCreek Heights /D,Well
Anchorage }c Tank,
8521 -WA -012
Dear Sir:
The Department has reviewed the subject waiver request and hereby waives
the horizontal separation between the well and septic tank to 95 feet
on the subject property.
Sincerely,
Bruce E. Erickson
District Engineer
BEE/dd
ALASKA ei d ROWnTAL COM-noL SeRUINS, Inc.
engineerinq & Enuironmental Studies
September 5, 1984
Keith Bandt
Municipality of Anchorage
825 L. St.
Anchorage, AK.
Dear Keith:
On June 22, 1984, AECS Inc., did a Health Authority approval for
Randy Huff on Lot 2 Block 4 Rabbit Creek Heights. It was dis-
covered that the well to septic tank distance was 96.5 feet,
not 140 feet as recorded on the original inspection form. The
reason for this discrepancy is that at the time of inspection,
the engineer measured the distance to the proposed well site,
not the actual well, and the well drillers later put the well
too close to the system. This is shown by the fact that the date
of inspection is 8-11-84, and the date on the well log is 11-2-82.
The State granted a waiver of this distance on September 4, 1984.
This date is over two years since the date of the original in-
spection. However, since the Health Authority Approval was
actually performed on 6-2284, less than two years from the date
of installation of the septic system, we feel that it should not
be required that an adequacy test be performed in this case.
Although normally an adequacy test needs to be performed if a
system is over two years old, this seems unneccesary here, since
the two year limit expired only because of the paperwork involved
in obtaining a waiver, and in fact, the system is still less than
two years and one month old.
Sincerely,
Darcy Bevens
Engineering Geologist
DB/sc
Approved by:
1200 &sl 33rd Auenue, Suite B • Anchorage, Alaska 99503 • (907) 276-1361
ALASKA FnUIROWnTAL C0111RUL )01' 11 O, IM.
•� a •. ,�nginecnnq & Enuironmenlal Studies
Alaska Department
Conservation
437 E Street
Anchorage, Alaska
Attention: Bruce
C �.\ 41 t 21, 1984
ofSronmt;��
Pau � ; FAN
99502
C`
Erickson V CIO
Subject: Rabbit Creek Heights, Lot 2/Block 4
Dear Bruce,
On behalf of Randy Huff, I an requesting that the horizontal distance
between the well, and septic tank for Lot 2, Block 4, Rabbit Creek Heights
Subdivision be waived down to 95 feet.
On August 1.1., 1982, S & S Engineers inspected the septic system and
recorded that the well to septic tank distance was 140 feet. However,
when an Engineering Technician from AE>rS recently measured distances on
this lot to obtain a Health Authority Approval, he noted that the well to
septic tank distance was only 95 feet. The reason for the inaccuracy at
the time of the inspection is that the well was installed after_ the
septic system was built. The date on the well log is 11-1-82, almost 3
months later than the date on the inspection (8-11-82). The drawing on
the inspection form shows a "well site" not a well. Evidently the
engineer measured and recorded distances to the proposed well site, and
then the well drillers inadvertently drilled elsewhere --too close to the
septic tank. The distance was never waived by the MOA, because from
their standpoint, there was nothing to waive—they received an inspection
report stating that the well was 140 feet from the tank.
A copy of the well log is enclosed. As you can see, water was
encountered in a gravel from 100 to 102 feet and the soil above it was
fairly tight, with a clay layer from 8 to 15 feet and hard pan from 45 to
75 feet.
The soils on this lot are tight, with a soils rating of 312 sq. ft./bd.
This rating is adequate for an on-site septic system (330 sq. ft./bd. is
the highest allowed.) The owner installed the septic system himself.
This is something that the Municipality allows, because 2 inspections are
still required by an engineer to ensure that it has been constructed
properly. This was done in Randy's ease. when Randy installed the
septic system, he used visqueen as the covering material. Visqueen is
not a good material to use, because it does not allow for evaporation, as
Typar or Propex would. However, when he was installing the system, he
was following the diagram and instructions issued by the Municipality,
which clearly states that visqueen is to be the covering material. At
any rate, the visqueen at least will keep the backfill from contaminating
the system.
1200 Wesl 33rd Auenue. Sudo B • Anchoroqe. Alaska 99503 • (907) 561.5040
. V
At present, the well is uphill of the septic system, and there are no
septic systems or wells on adjacent lots, as no one has started building
there yet. An as -built of the property and several other documents that
you requested of Randy are also enclosed.
DE/caj
M
..�.fw•........ ...te .
1J . Z
�n+y
• No. 2251.E •.•'����
Sincerely,
Darcy 'Y ens
Engineering Geologist
DEPT. OF ENVIRONMENTAL CONSERVATION
SOUTHCENTRAL REGIONAL OFFICE
437 NP STREET, SUITE 200
ANCHORAGE, ALASKA 99501
July 23, 1984
Mr. John Gates
Alaska Environmental Control
Services, Inc.
1200 W. 33rd Avenue, Suite B
Anchorage, Alaska 99503
Dear Mr. Gates:
BILL SHEMELD, GOVERNOR
Telephone: (907)
Address:
274-2533
Subject: Horizontal Separation Waiver between the Well and Septic Tank
Lot 2, Block 4, Rabbit Creek Heights (8521 -WA -012)
The Department has reviewed the subject waiver request and cannot approve
it because it was not demonstrated that the required separation was clearly
not necessary 'to prevent contamination of the well.
yEl.Erirckson
ey,
Br ce
Environmental Engineer
BEE/msm
1�
'�.
MAW VU111U1IIRIII AL WiI UL �Uht�lU��, IIIA.
Engineerinq 6 Environmental Sludies
June 25, 1984
Alaska Department of Environmental Conservation
437 E. Street
Anchorage, Alaska 99501
Attn: ' Bruce Erickson
Subject: Rabbit creek heights Block 4 Lot 2
Dear Bruce:
The well on the subject lot was measured at 95 feet from the septic
tank. The well is over 100 feet frau the absorption area. The soils
are rated at ML throughout (310 square feet per bedroan).
The well is 102 feet in depth. Since the distance encrochm-rit is
between the well and septic tank, this office requests that a waiver of
95 feet well to septic tank.
if this office can be of further assistance please contact us at
561-5040.
Sincerely,
�
7
J0
V John Gates
Engineering Technician
Approved by:
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1200 Wesl 33rd Auenue. Swe 6 • Anchorage. Nosh 99503 • (901) 561-5040
APPLIIC NT FILLS OUT UPPER HAL -ONLY
Propert, Owner
Mailing Address j/ j�-•---y�/l Zip Code''%%.5. `3z/3�_ ci,•-/ 7
Buyer
Address Zip Code
Lending Institution
Phone
Address f O/ii e. / G'� G�y 7 Zip Code
Date
Realty Co. & Agent— —0
Phone
Address Zip Code
Date
Legal Description
Street Location
Type of Residence
f Single Family
_
❑ Multiple Family No. of Bedrooms .-�Z
❑ Other
Water Supply
P Individual
❑ Community
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 if available).
❑ Public Utility
Sewer Disposal
,W Individual Year Individual Installed:
❑ Public Utility When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time ,
121,e
U w
Date
Date
Date
Date
�^
Inspector
Inspector
Inspector
Inspector
i
Field Notes: /
r
Seer.•{ 7/
; L._• ., � -..
() APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
if monies are escrowed for the installation oa
( ) CONDITIONAL APPROVAL'
a stan(`IniJe. This denartment is to be notified
/
for an on-site inspection of the tie-in to the
DATE
drainfield. The backfilling over the septic
B
-tank will, also, need monies escrowed. This
will need to be reinspected by this department
after completion of the work.
Soils Rating
Date Sewer Installed
Well To Absorption Area -
Well Log Received
Well to Tank
Septic Tank Size t
January 1/1 11)33
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