HomeMy WebLinkAboutTRAILS END BLK 7 LT 6Trai'* Is End
Block 7
Lot 6
#015-192-20
Municipality of Anchorage Page hof?
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: S1AJ9I01 PIDNumber: 0I46fg22--0
Name
"DAvt.I14il 4. * r•►Ipc—/ A - --ScoES
Address: {�D2C•rv:v�
_F.0. 1P:a-4 1111 3 ggsl 1
Phone: I No. ofrooms
LEGAL DESCRIPTION
Lot:(
Block: ^ _r WL.-sao
lo
Township: I Range:4 I Section:
WELL: ❑ New ❑ Upgrade
Classfi/Jcation (Private. A.B.C): Total Depth: Cased To:
-PO 1 1 ar Ft. Ft.
Driller: Date Drilled: Static Water Levet.
Ft
Yield. I Pump Set at: I Casing Height Above Ground.
GPM Ft Ft.
Wastewater System: %New ❑ Upgrade
ABSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench ❑ Bed Found 0 Other
Soil Rating:
Q'-747• GPD/5o Ft
Depth to pipe bottom from original gra Ie:
Total Depth from original grade: y
—2
Gravel depth beneath pipe
Ft Ft
Fill added above original grade' Gravel length: d
/' Ft. '1 +1 Ff
Gravel width: �/ �t Numberoflines: Distance bet 7een lines:
(/t 1 Ce Ft
Total absorption area: �7 �7/, Pipe male,ialr�J1O —FCQf—
i I KSO Ft A151- I 'D�✓o�}I- 1
Installer:D to install�p:
,.FR CoAticjztAcfT rl -23 rI Z
TANK
SEPARATION DISTANCES rfseptic ❑Holding ❑S.T.E.P.
From
Well
Surface
Water
Lot
Line
To Septic AOaorPGOn Lill Holding
Tank Field SleliOn Tank
Foundation
104 f IOO of _'
ID'; 10'+
28l '
Curtain
Drain
Remarks:
PO WPnvale Manufacturer:
Sewer Linn iNlijeFlDRP<F
�t L Material:
T •�jr��L_
�w 1 Capacity In gallons:
1 }'•N t�
Number or Compartments:
z
LIFT STATION
Size in gallons: I Manufacturer: /
'Pump on" level at: ump off" off' level at: I High water alarm at:
Pump Mabel—Model I Electrical Inspections performed by:
BENCH MARK
Location and Description:
-ram 01-
S
-
S 3 S Et'IGINEERING 204
Inspections performed by:17034 Eagle Ri, r **p ��, Ne Dates: 1 st �Iq 92
E&gWRwwr, A 2nd
Department of Health
`'�yy
and Human Services approval
Reviewed and approved by:.✓/ 4 - Date: //-?-,12
72-0I3 (Rev. 9/911 MOA 25
Assumed Elevation:
I C�O' Ft
Permit No. 4vjc11 D 31?-,
Page Z of -z--
Municipality
Z
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 9 Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
�i7 t t�rt�
Legal Description: 15 -4- � V� PID No.: UISi qZ7�)
fwgk� �( CoZ
/ J t000 tz.1 9SIP L
col y��G �6
�Z�549s
co3 90` 4'f'
d,c+ 40= 444-
W4
44
rt(L 465 kgs
_ \ W
-A1 7 c
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8
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72-011 A (Ra.ONf (MOA 25
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
9lilfz
Sts
/lam 9- mo -i 2
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT S '-OS
PERMIT NUMBER:SW910372 DATE ISSUED:12/10/91
DESIGN ENGINEER:DUMMY COMPANY EXPIRATION DATE:12/10/92
OWNER NAME:JONES DANIEL G & TRACY A
OWNER ADDRESS:PO BOX 111183 �✓n
ANCHORAGE, AK 99511
PARCEL ID:01519220
LEGAL DESCRIPTION: TRAILS END BLK 7 LT 6
SEC 24, T12N, R3W, SM
LOT SIZE: 22781 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD / WELL SYSTEM
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
PERMIT AMMENDED 8/12/92 PER LETTER FROM S&S ENGINEERING
DATED 8/6/92. SPECIAL CONDITIONS ARE AS FOLLOWS:
1) SAND FILL IS TO BE PLACED IN LIFTS NOT TO EXCEED 2',
WITH SUFFICIENT MOISTURE TO ENSURE ADEQUATE COMPACTION.
2) ORGANIC LAYER IS TO BE STRIPPED BACK A MINIMUM OF 2'
FROM THE EDGES OF THE BED.
RECEIVED BY: 'Q•u) • DATE:
ISSUED BY: ,L r(/���� DATE:
��Z7
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL SYSTEM PERMIT
PERMIT NUMBER:SW910372 I DATE ISSUED:12/10/91
DESIGN ENGINEER:DUMMY C011rANY XIS'R EXPIRATION DATE:12/10/92
OWNER NAME:JONES DANIEL G & TRACY
OWNER ADDRESS:PO BOX 111183
ANCHORAGE, AK 99511
PARCEL ID:01519220
LEGAL DESCRIPTION: TRAILS END BLK 7 LT 6
SEC 24, T12N, R3W, SM
LOT SIZE: 22781 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
WELL SYSTEM
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
PERMIT AMMENDED 8/12/92 PER LETTER FROM S&S ENGINEERING
DATED 8/6/92. SPECIAL CONDITIONS ARE AS FOLLOWS:
1) SAND FILL IS TO BE PLACED IN LIFTS NOT TO EXCEED 2',
WITH SUFFICIENT MOISTURE TO ENSURE ADEQUATE COMPACTION.
2) ORGANIC LAYER IS TO BE STRIPPED BACK A MINIMUM OF 2'
FROM THE EDGES OF THE BED.
RECEIVED BY: \' k _'i • DATE: <g( Lf, r q?"
ISSUED BY:L+"ll4 DATE: n��/7
August 6, 1922
ROBERT SHAFER, P.E.
ROGER SHAFER. P.E.
CIVIL ENGINEERS
(9071 694
FAX 694 1211
E 4ryfR RECEIVED
HEALTH AUTHORITY
APPROVALS Municipatity o6 Anchorage AUG 71992
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street DOM.
Municipality of Anchorage
P.O. Boz 196650 P Health & Human Services
SEWER &WATER Anchorage, Alaska 99519-6650
MAIN EXTENSIONS
REFERENCE: Lot 6; Stock 7; Traita End Subdivision
Permit 0 SW910263 REDESIGN
SEWERS WATER
INSPECTION Request you penmtt the inatattation o6 the proposed welt and septic
systema to serve the 4e6erenced property.
In response to yout tetteA o6 Juty 20, 1992 denying waiveAa bort a
ENGINEERING STUDIES previous design, we have per6anmed additionat s0it6 testing and
AND REPORTS developed a new design Sort the property.
The area o6 the two addi.tionat teat hote-a was onigina.tty discounted as
a Seasibte site bot a septic system due to e.tevated gaounduaten teve.ta
WELLINSPECTION Sound in the area ahortty a6ter apring break-up. Gnoundvateh teveta in
&FLOW TEST this anew weAe bound to be approximately 2 6t. below the ground
aur6ace. However, dun<ng the recent aoila testing we bound no water
within the test hotea. The propoaed teach6ietd bed with a 5 6t. sand,
bitter 4e6tect6 the high groundwater teveU bound during the spring.
SITE PLANS The 5 6t. sand 6itteA is to elevate the proposed teach6ietd bed 4 it.
above the seasonatty high Mater table.
The 5 it. sand bitter is to be instatted with the use o6 heavy
ROAD DESIGN equipment. Movement o6 the equipment over the sand bed ahoutd compact
the materiat au66icientty to provide approximately in-situ conditions 'vo
necessary jot e66ective uwastewateh treatment prior to diacharging into n`
the groundwateA. 60';VV;'z4e
SOIL TEST 45dT. �O
16 you have any questions or require additional in6o4mation Sot your
review, please contact as.
PERCOLATION SinceAely,
TEST
STRUCTURAL& ROGER J. SHAFER, P.E.
MECHANICAL RJS/gm
INSPECTIONS
ON SITE
WASTEWATER
DISPOSALSYSTEM
DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
i
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c 30'
v SCALE
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SURFACE WATER SOURCE IN ROAD DITCH
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e r Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
T �
PERFORMED FOR: 1 �1 DATE
LEGAL DESCRIPTION: l_lvB�TF�-1L.s zr::;� Township, Range, Section:
DEPTH SLOPE
41EETI ^„ '�1M
1 —
2-'p.
S
L
3—
��r
IF YES, AT WHAT
O
4-
��qb G r✓1
5-'p
r
P
6-�(O
12—
7 -?l'
E
8-
-g_10
Depth to Wrier After 21Y-
9-
13—
10
WASGROUNDWATER I, IO
ENCOUNTERED? Vy
SITE PLAN
T
N
11—
S
L
IF YES, AT WHAT
O
DEPTH?
P
12—
E
Depth to Wrier After 21Y-
13—
Monitoring? Dile:
14–
Reading Date Gross
Net
Depth to
Net
Time
Time
Water
Drop
15-
5-16—
16-
kvM-4 .
95
17—
'5"
if -IC
19-
20-
PERCOLATION RATE ?� immutesnnch) PERC HOLE DIAMETER
,.�
� TEST RUN BETWEEN 2 FT AND FT
COMMENTS �i*6l` WAcT6-1– e-- -L ( 'P-W–A YJG S F(zA P- 6 .
PERFORMED BY: S & S ENGINEERING I • '— CERTIFY THAT THIS TEST WAS PERFORMED IN
17034 Eagle River Loop Road No. 204 g�'� ��
ACCORDANCE WITH A9xe�TP11�✓2�+Dl AWSi lf.)S f7UIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4185)
e Municipality of Anchorage o 449LY
} DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650 q0--
9- •RO ER SHAIFVEJR
SOILS LOG —PERCOLATION TEST ��c :_ No. zts
1 ��1
PERFORMED FOR: I DATE PERFORMED:
LEGAL DESCRIPTION:TTL,t.jL �.ID 'TOWnBhlp, Range, $eCIIOR:
DEPTH SLOPE SITE PLAN
EETI G(Z.
2- 47
Depth to
Net
TimeTime
Water
3-p,
/
4
O
P
?'
�INI
5 -
•
ro
7-
k(
rim/.►
ylt�
'O
1
8-
c
10
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
2-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS * 4r -
WASGROUNOWATER N
ENCOUNTERED?
S
IF YES, AT WHAT L
O
DEPTH? P
E
Depth to Water Atter
Monitoring] Date:
Reading
Date
_ _
1 B-q�f12
2
S
N
Gross Net
Depth to
Net
TimeTime
Water
Drop
�1
LcsS `—
rim/.►
ylt�
PERCOLATION RATE (minutes/mch) PERC HOLE DIAMETER ~
TEST RUIN BETWEEN Z FT AND FT
v1p% .- cp 2 v.3 Z, x sQR„ 4
PERFORMED BY: 5 & S ENGINEERING I 'Pl1 CERTIFY THAT THIS TEST WAS PERFORMED IN
17034 Eagle River Loo p pg' �{ uu,,
ACCORDANCE WITH A� fV6Pl tat 9 �iiDEMEIN EFFECT ON THIS DATE. DATE
72-008 (Rev. 4/85)
r
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL SYSTEM PERMIT
PERMIT NUMBER:SW910372 DATE ISSUED:12/10/91
DESIGN ENGINEER:DUMMY COMPANY EXPIRATION DATE:12/10/92
OWNER NAME:JONES DANIEL G & TRACY A
:OWNER ADDRESS:PO BOX 111183
ANCHORAGE, AK 99511
PARCEL ID:01519220
LEGAL DESCRIPTION: TRAILS END BLK 7 LT 6
SEC 24, T12N, R3W, SM
LOT SIZE: 22781 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
WELL SYSTEM
.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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS: I,cy
RECEIVED BY: .l .� C-011% DATE: 1> / 7
ISSUED BY: /�/��•f /e�� DATE: ����j
HAAS & ASSOCIATES
Construction Services
(907) 563-4921
MUNICIPAL OF ANCFIORAGE
ENVIRCINUFNTAI CFOVIP'FC nMjle)N r ^_
z 1991 .
RFCFIV�D
l
,OB7RM L 5 S tiI1) Co' 6 8/v c k, 7
SHEET NO.
CALCULATED BY ��I
CHECKED BY
SCALE
"-30'
OF
DATE 8 _ /0 — 9
/
DATE
----0� \ .)` � \ • . �rrF.;
4,p 11
Fe 10
9 110134 E. Kmalal 4
No. 4149-E •; V��
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No. 4149-E •; V��
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON—SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910263
DESIGN ENGINEER:ROBERT KNIEFEL, P.E.
OWNER NAME:WHITE RICHARD H
OWNER ADDRESS:441 KAYAK DR.
ANCHORAGE, AK 99515
PARCEL ID:01519220
LEGAL DESCRIPTION: TRAILS END BLK 7 LT 6
SEC 24, T12N, R3W, SM
LOT SIZE: 22781 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED: 8/30/91
EXPIRATION DATE: 8/30/92
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
TRENCH PLACEMENT MUST BE BELOW ORGANIC LAYER.
DEPTH OF SYSTEM 7.5', ANY ALTERATION IN DESIGN MUST
RECEIVE PRIORR APPROVAL FRAM DHHS. y(
RECEIVED BY: "^�� DATE: / I
ISSUED BY: ��/L/�ii L /. II'/G%!� DATE:
✓.H, = ��fj,�L isc — Ka? ��-a r — 6 uJ� � 8.•lXlam �'f.S
HAAS & ASSOCIATES
Construction Services
(907) 563-4921
tYIYNICIPAIIIY OF ANCHORAGE
L
,D. A)L5E1•�l� Co-' 6 Dor-L %
SHEET NO OF
CALCULATED BY �DATE 8- /0 - 9/
CHECKED BY DATE
SCALE
"= 30
0
ENVIRNNMFNTAf tFRVV•FC nrViU N(
z
I n201991..
Vcopp G Drive
ECFIVFp
2sto
N?TV posed Ii 4li
-- —:.
�tauSe Of S(gwk 7W •1 i`
�•' i ..
Cp
J .—• ..
4�jZ Ise
40popi
•. «. ....
F 9 ♦ Robs E. Kniefsl 4
i0*F�pROFES515d��
QR.oPvsErQ v e }e be i'INsrat
Sw Prncr�y lorrer
V.
HAAS & ASSOCIATES
Construction Services
(907) 563.4921
+OB 7U/1- 5 f'NT 6o,4G &/� %
SHEET NO. OF
CALCULATED BY S • DATE
CHECKED BY DATE
SCALE NTS
r+l --
-.
Or 0.
sevity- TV
Ak4llj
l
� Gj.�• •.9 1
o «f M00
� s 9L
%
%
_ ........_- .. _ _... .. .. .. _. I;i �. RoNo. 4149-E
'O` FEW
NTS . . .
SYSTEM DESIGN GUIDELINES AND NARRATIVE
Lot 6, Block 7, Trails End
1. Five Wide System Design = 4' gravel, CF - .5
2. System Length - 3 bed x 250 sf/bed / 5 x.5 - 75 if
Two laterals at 40' a 80 1£, ok.
3. All materials, construction methods and required inspections
to follow MOA rules and regulations. The contractor is
responsible for notifying the Engineer and the MOA at least
four hours in advance of all inspection needs.
4. Contractor will insure no additions or changes have been
made to the location of wells and septic systems on the
adjacent lots prior to the time of construction of this
system. If any changes to those systems have occurred, the
engineer should be immediately contacted for review and
possible changes will be made as necessary.
5. The OB/Fill material will be removed to the underlying
gravelly sand material under any portion of the bed area.
6. The lot is vacant at this time. The lot slopes downward to
the west at 3 - 5%. The system installation will have
little or no effect on the surface drainage, ground water,
or the adjacent systems in the area.
7. The septic system should be properly maintained to include
septic tank inspection and pumping as necessary on an annual
basis and no use of a garbage disposal. If a garbage
disposal is used the tank size should be increased to a
minimum 1,250 gal tank and the tank pumped regularly on an
annual basis.
8. The tank shall be a two compartment steel tank as approved
by the MOA. If the design and final grading of the house
results in the house sewer service line unable to maintain a
minimum 2% grade through the tank to the field, an MOA
approved lift station shall be installed to pump the
material to the bed site. For that option, the engineer
shall be consulted to provide the proggk tank, pipe, and
pump sizing.
(� Of••A1-49.
�1
MOA CE 90-030
Robert E. Knbf.l
pto. 479-E
PR
rh:
NP -21
Municipality of Anchorage * - 9L
DEPARTMENT OF HEALTH & HUMAN SERVICES .....
825 "L" Street, Anchorage, Alaska 99502-0650 P
SOILS LOG —PERCOLATION TEST s t ••Robert E. Knisfal•-•:
VG',"- No. 4119•E 2j
PERFORMED FOR: AGY�Ciy)G Sys-�rrtS DATEPERFOR`91PRES'�G"`9/
LEGAL DESCRIPTION7/1.45 EPIC' /,(G blk- Township, Range, Section:
1-644FT17 ;C
7W eI SLOPE SITE PLAN
l i 1 ML bloref9elv_ Si
2- �f
J' w�4t Sc(nd c1hd q rave N o
3- I 1
4- c9L Orc�crH�c 5./F I
5 W i}(,� jet of �" a N �rill >F Y b
I\0
• 7714 ?I//" �.
6 , G M V� • q �'.,.
7-`i SSI+y irowel vji#A`gv1d �,
9-
10
10 - WAS GROUND WATER ,t/O
ENCOUNTERED? /�'
11 — f O S / D�
• IF YES, AT WHAT L
12- DEPTH? M/W- p
J,
13 - 0
E'
xmWilif * Bslc q
14 -•�/ � ^L R - I Reading Data Gross Net
Time Time Depth to Not
Water Drop
15— 546'
d'' I Ss3 /OwriH D /Io
is ENI1 C�r�`��Zd°91 3 !4 Err it 7. Z5- .75'
G 7. 2.r • 7T
17-y �� ils_ 7-f s-
ra
It 673 i1 7-S-
18- [" 11 6 of d -7• S-
19-
20-
-
19-
zo- /5 v
PERCOLATION RATE V0 (minUtMMCII) PERC HOLE DIAMETER
JJ TEST RUN BETWEEN S FTAND_46 FT
COMMENTS U�'�/%' L�t2 ��t C-� ,�l�Nl! JrO:✓�i?/"/'O/'P1�1 /%iQ Qr�•ldi& �/'3'� /l0
%A S / 54s �ii1 dr Ser. c
PERFORME 4,02,A01- IA QM O1, s d U IAM IC
D BY. Y I I qN Of yO y CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE./ DATE
72-008 (Rev. 4,851
Municipality of Anchorage
DEPARTMENT OF HEALTH d HUMAN SERVICES
825 `L- Street, Anchorage, Alaska 99502-0650
ASOILS LOG —PERCOLATION TEST
PERFORMED FOR: AC -re QOG 5Y5r _�e m S DATE
LEGAL DESCRIPTION:Tq,Is IE,,►14 A(P /bIk 7 Township, Range, Section:
TNS Z
Trpr—p SLOPE
1 n ML INt< er an�� S��
1- W15gnd anel9TAve1
2 p1- Or antic s71+-
3
4-
I A
SMI '
7
6-
9-
_��
Robert E."6me.
No, 40-f
=9i
SITE PLAN
-N
WAS GROUND WATER NO
d
•
ENCOUNTERED? /�'
11 -
' 1
V
3 �5 �•
n
g�
h
E'er
7k2 Nf =i
13-
y� yo
oto /
Nla� kd
10-
WAS GROUND WATER NO
•
ENCOUNTERED? /�'
11 -
' 1
S
IF YES, AT WHAT L
3 �5 �•
12-
DEPTH? P
E'er
13-
ORO III WSW
14-
i
Reading Date Gro" NotTlmrr Tian
OW tarp
Drop
15-
7-12-9/ 574o em
16
l 8" 11 S S" �O r.+ i N-
2 ae
7• PS
71
�
�
h /OW iN.
3 Ci 1 6' 11
7.2 5
C-
-7S-
t7-
4 t r 0 1
7-
.7's,
.
S
te-
It
�-f
,S-
19-
20 -
PERCOLATION RATE 20
/
immutes/int:h) PERC HOLE
DIAMETER
'
TEST RUN BETT"WEEN 2 FT ANO • s
FT
-'
,COMMENTS "rA/�Q [ P,CY"'1- �i�0,1 .5j&1* /b P/ lilt & ears
C7'/ IVO
411-5,'Ile
"; y H s .y ��"d;.1� wq,kr-
d
PERFORMED BY:. -rr' vo"-e l*- �j
I Sot N d O Y M 4'%y0'4/CERTIFY THAT THIS TEST WAS PERFORMED
ACCORDANCE WITH ALL STATE AND MUNICIPAL
GUIDELINES IN EFFECT ON THIS DATE DATE.
IN
72 -ON IR" A/Ml
OF
• V Municipality o1 Anchorage ,,,•,�,,,,�
DEPARTMENT OF HEALTH & HUMAN SERVICES %zre Rob•rt E, Knl•hi
825 "L" Street, Anchorage, Alaska 99502-0650If • ,149.E �.•'�4'
i
SOILS LOG — PERCOLATION TEST • j 9FopROFESsi
e.,�....•����0.i'
PERFORMED FOR: �R-cf�G-E / STE+`'1 DATE PERFORMED: ��`t/ — • 1
LEGAL DESCRIPTION:1' Al,S P',"d 6�– 6 49/kOWnship,, Range, Section:
SLOPE
OEPTM
(FEET) T l (((
3- 016/6L, 0 /l Atj k C.
Sr 14
3s
4-
6- M
ra ✓�-
��Satt�
7-
9—
to—
it-
12-
13-
14-
15-
1-418- dY-�
„_ &41
'RECEIVED
19 -
,WG 3 0 1991
Mui
,ipaiay of Anchorage
Dept. H aalth &Human Services
COMMENTS 7-b V L�
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to water Alter
Mwitarinpt
Reading Date
Date:
SITE PLA^tV
A)-
N
DI
Q
J i~�A a
V
No
S
L
—� O
P
E
Gross Net Depth to Net
Time Time Water Drop
i
PERCOLATION RATE ^_ (minutes/Inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
oc-DRoue- Dep -)� 0" U�y
PERFORMED BY: J • I V 1 A+JY V Kr I r`-• CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: R-249-171
1
72-008 (Rev. 4,85)
Municipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 ••L•• Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
July 20, 1992
Roger Shafer, P.E.
S & S Engineering
17034 Eagle River Loop Road, Suite 204
Eagle River, Alaska 99577
Re: Waiver Request For Lot 6 Block 7 Trails End Subdivision,
Waiver Number WR920031, P.I.D. 015-192-20
Dear Mr. Shafer:
Your request for waiver of the required 100 feet separation from
a septic system to surface water has been denied. The waiver
requested was for a separation distance of a surface water
source to a septic tank, an absorption field, and an upgrade
absorption field of 95 feet, 98 feet, and 62 feet respectively.
This office will not issue a permit for construction of a
wastewater disposal system on an undeveloped lot unless the
conditions as outlined in the Anchorage Municipal Code,
Wastewater Disposal Regulations, 15.65.060, Subsection A, exist.
This letter also serves as notice to the property owner that the
current permit (SW910263) in possession is rescinded. The
recent information learned by this office makes it apparent the
permit in question was issued without benefit of all the facts.
If you have further questions regarding this matter, call this
office at 343-4744.
Si cerely,
Daniel J: Roth
Civil Engineer
On -Site Services
Con urrence,
ohn Sm' h, P.E.
rogram Manager
On -Site Services
cc: Dave Brennen, Manager, Zoning Enforcement
OSS#139
• MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review worksheet
WR#iLjO0lcc)31 PID# HA# Permit #
Date Received: July 1. 1992
Legal Description: Lot 6 Block 7 Trails End Subdivision
Engineer: Roger Shafer, P.E. S & S Engineering
17034 Eagle River Loop road, Suite 204, Eagle River 99577
Applicant: DAniel G. Jones (new owners)
Waiver Requested: Septic tank to surface water source - 95 feet
Leachfield to surface water - 98 feet; alternate leachfield site to
surface water at 62 feet
Criteria: 1. Geology: Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2. Special Conditions:
3. Other:
Waiver is Granted: Waiver is NOT Granted: X
List Conditions or Reasons for above: SFj- LE/?EIi
Rec #:
23828 Amount: $_590.00 Date Paid: July 1, 1992
it.
ROBERT SHAFER, P.E
ROGER SHAFER. P.E.
CIVILENGINEERS
(907)694-2979
June 30, 1992 FAX 6941211
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
HEALTH AUTHORITY 992
APPROVALS
Municipality o6 Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street RECEIVED
P.O. Box 196650
SEWMAIN EX ENSIOWATEAnchona a A.taaka 99519-6650 `` q X40
MAIN EXTENSIONS 9 �\�-1 `�-�"`�'
REFERENCE: Lot 6; BCock 7; Taa,it6 End Subdivision; UCLLjL nA L —�'a od
he
INSPECTION prev oua you
r
design p iswas apoved with the issuance06 vm.it NS 9l ove the attached Levi,6ed wett and septic 2 n. T
63. We
SEWER► WATER
also Request you grant the Goltowing waivers:
1. Septic tank to sun6ace water source at 95 6t.
ENGINEERING STUDIES ��,.♦ ,. at I� O
ANDREPORTS 2. Leach6ietd to aur6ace water aounces 98 6t.
3. Proposed alternate .teachbietd site to m6ace water aourtce at
62 6t.
WELLINSPECTION
&FLOW TEST On May 18, 1992 we were asked to do inspections on the .i.nata.CCati.on o6
the septic system serving the re6enenced propertty under penm.lt
NSW910263. During the .inspection we bound groundwater .Bevels at
approximatety 8 it. betow the ground aun6ace which prevented the
SITE PLANS instat2.a-tion o6 the previouaty approved designs. we also bound a
atneam running along the west toad ditch o6 Doggie Avenue which
enchoachea upon the onty nesenve site bon the pnopertty.
With the existing and propo
osed weU situ and the existence o6 the
ROAD DESIGN 4tAeam, we 6eeB the beat .tocatttona bon on -Acte teach6cetds are as
depicted on the attached site ptan. we beet that conditions which
juatiby the issuance o6 the requested waives are as 6ol_towa:
SOILTEST 1. The stream " minimat in size and we suspect the quantity o6
Gtow is exaggerated at this .time due to snow meU 6nom the
higher etevation6.
PERCOLATION 2. The proposed teach6ietda are .tower in e.tevation and sur6ace
TEST drainage is directed away 6rom the atream. Thene6ore, any
sewage over6tow 6rom the .teachbie.tda would be directed away
Grom the strteam.
STRUCTURAL& 3. Doggie Avenue .is between the septic system and the atream
INS ECTIo LS Gunther alleviating the poaaibitity o6 stream contamination
Grom the proposed septic system.
ONSITE a3sas- �- ��� AscltD.o0
WASTEWATER orb
DISPOSAL SYSTEM
DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
Page Two
Lot 6; BCock 7; T2a.i.fs End Subdivi6ion;
June 30, 1992
16 you have any que.6tion6 ort Aequ,iAe add. tionaC .i.n6o4mation .to compPete youA
aev.iew, pteaae contact u6.
Sincenety,
ROGER J. SHAFE P.E.
RJS/gm
i
m
30'
c
v SCALE
r
toRArn m 120to fri
A�
u
�V R44.4
fA
,n
ONy�p� AO Z
gmpo m
YL
Kno �
r O
� F
n
It: . F
0 .
T i
rq
a ti
w g
c �
bn
Q ttl
�H
r
'o
y
0
N
m
D03GIE AVE.
SURFACE WATER SOURCE IN ROAD DITCH
It
'o
c
m
ti
47'
m
D03GIE AVE.
SURFACE WATER SOURCE IN ROAD DITCH
mio
0
0
0
3
'o
c
ti
mio
0
0
0
3
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910263
DESIGN ENGINEER:ROBERT KNIEFEL, P.E.
OWNER NAME:WHITE RICHARD H
OWNER ADDRESS:441 KAYAK DR.
ANCHORAGE, AK 99515
PARCEL ID:01519220
LEGAL DESCRIPTION: TRAILS END BLK 7 LT
SEC 24, T12N, R3W, SM
LOT SIZE: 22781 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE
15.55 AND 15.65 AND THE STATE OF ALASKA
REGULATIONS (18AAC72) AND DRINKING WATER
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
PAGE 1 OF 1
DATE ISSUED: 8/30/91
EXPIRATION DATE: 8/30/92
MUNICIPAL CODE CHAPTERS
WASTEWATER DISPOSAL
REGULATIONS (18AAC80).
TRENCH PLACEMENT MUST BE BELOW ORGANIC LAYER.
DEPTH OF SYSTEM 7.5', ANY ALTERATION IN DESIGN MUST
RECEIVE PRIOR APPROVAL FRQM DHHS.
RECEIVED BY: " �� ^� DATE:
ISSUED BY: ��ii G. /. 1 /�L� DATE: 91/2/1
e Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502.0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: A'�GYi CCte, SV Cjat-t i S
LEGAL DESCRIPTION: .7 /s End G(O /blk. 7
DEPTH 7W a.�e
CFEEI 1
r P*
' �'boo
..........
i 9 � aobart E. Kniefef • �
I�,�c.• No. 4149•E •NV?i
:n�•., s
11�
DATE PERFORi�bapRc•`�`�/
Township, Range. Section:
SLOPE
' - NIL Inora94ni c- s; Jt
2- WiA Scgncl qhd grgvcl
3-)L
4 OL Orp"i'r- 5W-
5
W -
J
6—• ; 6M
° Wt iil Saar V,
7- 511 �
6 YrVIV(I
8-
17-
16-
17-
18
18-
1-
19-
P
WAS GROUND WATER NO ENCOUNTERED? /�'
IF YES. AT WHAT 4 //�
DEPTH?
Depth to Waler Ahera
Mambring7 Dalt
SITE PLAN
T
Date
Gross
Time
d
Depth to
Water
Net
Drop
�ZZf1'
543'
S's'
/0A4iH
-7. O
7714 77//
6'a
It
7,Zr
� o
/.910/
Kral,` kd
O 3,5,���
P�.
E
Reading
20-
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
�ZZf1'
543'
S's'
/0A4iH
-7. O
/to
6'a
It
7,Zr
7S
as 4.5
s!"
.1
33
it
7-S-
•rtl
it
it
5-
.r
PERCOLATION RATE 20 Immutemmcht PERC HOLE DIAMETER a5
TEST RUN BETWEEN S FTAND�_FT
COMMENTS 1'!.1.'� /': �'� a !i'.^' �iJ 1/ /'o:rt/„/ i •i> .2/'/11.^r. --Iry . /'�%•
/s ta/ �=�;•= ii'� a1/a
PERFORMED BY. s `�� Or' k OIMy o s/ I SLTO dor NA nook y CERTIFY TTHHfAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / — 3 /- 9/
71-1111h IPo" e. 0.51
t4�etet L)
fA
114• •' 1t
.r Municipality of Anchorage9TH• X
DEPARTMENT OF HEALTH d. HUMAN SERVICES I•••
$25'L* Street, Anchorage, Alaska 99502-0650 niel.l • •�+�
SOILS LOG — PERCOLATION TEST�geNe1 �149•E . C> '0
A �
"%
i'gFO p .Q..�..$�•ygNP���
PERFORMED FOR: AGreaG 5y5�m 5 DATE PERFORM---\�+t'•�
uJ LEGAL DESCRIPTION: /(.1171$ MW /, ( b/k 7 Township, Range, Section:
SLOPE SITE PLAN
1[21
ML ther.�anl� 5%/>�W154nd anclImveI NOL oricryt;C.
O
3-�U wl (Gar
-�.I "
`V
M cPat/el VJ;4� sated 7zvi z aP-'�
7 - _ y do
s - • � yGalt kd
9- -
WAS GROUND WATER N�
ENCOUNTERED)
S
11 - IF YES, AT WHAT 0 3 �5
DEPTH? P
12- p E'
13 - .. manitxlog? ar Mir Oatt %-Z / - %/
_
Gross Net Depth to Not
14- +(�jH �C Z R.WiDate atr
Time Time Water Drop
15 - 712-9/ 5vo pwt
s3' /0, ;w 7, zS 7�
16�.° ro r . ;w
�Nfl �-2�'-rj( 3 de Gro 7,C ,
17- 9 da a GL` 7•r S`
18-
111E
20 - ri
PERCOLATION RATE .: (minutevtnch) PERC HOLE DIAMETER
TEST RUN BETWEEN ' S FT AND ,Z'=FT
drainaae Cleg a/o�i A 50,v rooryl+ /;.7� a/q� r
eos e7i 0 111'Sr6/e
COMMENTS t/ v J /'r J /
yi9l�S--510r,9�riH�'1�ryWAl�tCr v
PERFORMED BY: - S.a• VOL.? yv I Sa vid o r M A nyo►tyCERTIFY-••T�HAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE . I r 1 1
•
r•'1'�
I ❑ SOILS LOG
\ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL
PERCV OLATION
PROTECTION /'�
TEST
825 L Street, Anchorage, Alaska 89501 2644720
LOOG'{- PERCOLATION TEST
`�
PERFORMED FOR: C1 A.. M
/S•O'IILS
`A 1 ✓CJs LL
Q
DATE PERFORMED: II e Q
LEGAL DESCRIPTION: L,o 1
pM
( [SV / / 2A11 -s
�N.D SEL2y(/�2N�Q3u
DEPTH
SLOPE
SITE PL/AN
(FEET)
,1
V
1—
2=
3
4—
5—
6-
T+4
�.•
27.3
o
7 •//•x'3
9-
10 -
11 -
WAS GROUND WATER 4SLOP
�•.�
ENCOUNTERED?
12_
IF VES, AT WHAT 7,
E
I i
DEPTH?
13—
14 -
Reading Date Gross
Time
Net Depth to Net
Time Water Drop
15- ` A(gsl1
Ooo 7•/%&3 O
O G• S'
��•OF
.•1P,.•�f9F�`
tts Iv /?!o
iov �O 3.5
49.
,t: TH•.. .. J�
970$ 185
53 9 �/i /.695
r 0. 2.... .
1
3 : 3S -2/5
3 v 7. >' 1.0
18— ,0E 2S, 1911
t •. ;:�:;
Naos 2ya�
3 u 8', S /•o
4•
20—
v
PERCOLATION RATE
(minutes/inch)
32S.
TEST RUN BETWEEN FT
AND FT
COMMENTS
•
- p
7.—S?Z•j( �{
!e S
PERFORMED BY: /♦�
CERTIFIED BY:
DATE:
72.008 (6/79)
Oct, ber 18, 1978
Mr. Dick Swain
Dynamic Realty, inc.
501 W. Northern Lights Blvd.
Anchorage, Alaska 99503
6
7 Subject: Soils investigation for sanitary sewer system on: Lot 6, Block 7, Trai s End
Subdivision, Anchorage, Alaska.
i
Dear Nr. Swain:
At your request of October 11, 1978, I conducted a soils investigation at the proposed
location of a sanitary sewer system on the subject lot.
This investigation, which was accomplished on October 12, 1978, consisted of the inspec-
tion of soils removed during drilling of a 6 inch diameter, 18.5 feet deep test hole,
using solid flight augers, powered by a Nowell mounted CME 45 drill rig.
After completion of drilling, the test hole was filled with water and a percolation
test performed. The results of this test are tabulated on an accompanying sheet.
The soils encountered are graphically shown on the accompanying test hole boring log.
The soils consisted of a layer of Organics, Peat and some organic Silt 1 foot thick,
overlying a Silt with atrace of Sand and Gravel 2 feet thick, in turn overlying a
Silty Gravel with some Sand 8 feet thick, underlain by a Sandy Gravel with some Silt
to a total depth of 18.5 feet.
The topography of the subject lot consists of a gentle slope in a westerly direction
of approximately 5 per cent.
Vegetation present on the subject lot consists of scattered stands of spruce, with
occasional lone spruce tees, to 40 feet tall, including an occasional birch to 25 feet
T tall, scattered groups of alders and willows to 8 feet tall, grasses to 3 feet tall,
and common mosses.
No water table was encountered.
An accompanying sketch shows the subject lot with the approximate location of the test
hole in relation to the property lines.
I appreciate the opportunity to be of service to you. Please contact me if you have any
questions regarding this soils investigation.
Very truly yours,
Michael B. ergmann
Consultin Geologist
Box 191, Star Route A,
Anchorage, Alaska 99502
(907)344-9150
Attachments: Drawing of test hole boring log with location sketch and tabulation of per-
colation test results.
xc: Department of Iiealth and Environmental Protection
n
October 18, 1978 r .
v
Lot 6, Block 7, Trails End Subdivision,
Anchorage, Alaska.
Percolation test performed on October 13, 1978, on Test Hole No. 1, by filling the
6 inch diameter, 18.5 feet deep test hole ( Test was performed on interval 1.0 feet
to 7.0 feet as test hole had caved at 7.0 feet) with water, and measuring the water
level drop periodically for one hour.
Q
ti
TABULATION OF PERCOLATION TEST RESULTS
TIME LEVEL(inches) DROP(inches) ET(min) RATE(min per inch)
1046 9.5" start start start
1056 15.0" 5.5" 10 1.8
1106 17.5" 2.5" 10 4.0
1116 19.5" 2.0" 10 5.0
1126 20.5" 1.0" 10 10.0
1136 21.75" 1.25" 10 8.0
1136 22.75" 1.0" 10 10.0
Average percolation rate for entire hour = 4.5 minutes per inch
Average percolation rate for last one half hour - 9.2 minutes per inch
Michael D. Bergmann
Consulting Geologist
Box 191, Star Route A
Anchorage, Alaska 99502
(907)344-9150
z -."mode�
Doggie Avenue
Due North 119.90'
Lot 6, Block 7, Trails End Subdivision,
Anchorage, Alaska.
NOT TO SCALE
Distances are approximate and have not
been measured by surveying methods as
to location of test hole.
Michael 13. Bergmann
Consulting Geologist
Box 191, Star Route A,
Anchorage, Alaska 99502
(907)344-9150
n
T.H. No. 1
10-13-78 0.0'
irganics, Peat and some Org-
anic Silt: sl moist, loose,
brn to dk brn.
,ilt: w/trc Sand and Grave11.0'
moist, loose, graybrn.
(P1L)
----3.0'
silty Gravel: w/some Sand,
occ Cobble, sl moist, med
dense, graybrn.
(GM)
>andy Gravel: w/some Silt, sl
moist to moist, med dense,
graybrn.
NO WATER TABLE
(GM)
18.5'TD
Note: Test hole caved at 7.0' after
pulling augers.
Test Hole Boring Log represents soils
encountered on: Lot G, Block 7, Trails
End Subdivision, Anchorage, Alaska.
r)
10' Utility r -
Easement
o
I
o
0
0
O
to
a°
W
THkl
I
o
u
o
ml
N
O.
co
2
N W I
m
2B'I
Due North 119.91'
Lot 6, Block 7, Trails End Subdivision,
Anchorage, Alaska.
NOT TO SCALE
Distances are approximate and have not
been measured by surveying methods as
to location of test hole.
Michael 13. Bergmann
Consulting Geologist
Box 191, Star Route A,
Anchorage, Alaska 99502
(907)344-9150
n
T.H. No. 1
10-13-78 0.0'
irganics, Peat and some Org-
anic Silt: sl moist, loose,
brn to dk brn.
,ilt: w/trc Sand and Grave11.0'
moist, loose, graybrn.
(P1L)
----3.0'
silty Gravel: w/some Sand,
occ Cobble, sl moist, med
dense, graybrn.
(GM)
>andy Gravel: w/some Silt, sl
moist to moist, med dense,
graybrn.
NO WATER TABLE
(GM)
18.5'TD
Note: Test hole caved at 7.0' after
pulling augers.
Test Hole Boring Log represents soils
encountered on: Lot G, Block 7, Trails
End Subdivision, Anchorage, Alaska.
r)