HomeMy WebLinkAboutTHOMAS L BOYLE BLK 2 LT 6A S2• �
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Municipality of Anchorage Page of 2 -
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. 5U% g80 `15'7 PID Number: 0/5- 282 - .36
Na1Te ar'o/d /-�a
Wastewater System: ❑ New XLUpgrade
Address: /0 hC%J r t ,�
ABSORPTION FIELD
Phone: - ?8 &,& 71 No. o Ba ms:
T
O Mound O Other
O Deep Trench g Shallow Trencht�e1❑p
LE AL DESCRIPTION
Soil Rating:• y5
"Beed
TFB +Ih-` ;O 61 QnEs:
PD/S Ft.
Lot: f.skil %vl • f Block: Subdivision:
5/�
Delth to Dile iphpm from 011glnaI grade:
EGk: /. re Z.44
Grev� I�ep th ben jPlh pipe
LJESTT 4•D r
L t< O
Tp , Ft.
1 2.97 FI.
Township:
Range: Ion:
Fill added above original grape:
•rV
Gravel length:
/.•7 3.8 Ft,70
Ft.
WELL tcfst:r ❑New ❑Upgrade
Gravel width:
Numberoflines:
Detulcebetrm lines:
15 Ft,
Ft.
Classification (Privets. A.B.C): Total Delth:
C o:
Total absorption &me:
Pips material:
rr
Ft.
9 O. Ft.
Driller. tilled:
Static Water level:
In ta0er
Ser
Date Install
/-�,'-9 — /-7-99
Ft.
me / e
Yield:
mp Set at
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION
DISTANCES
Fl septic 0Holding 0S.T.E.P.
To
8W`4:
Absorption
Lin,
Holding
Pubik,,Prhats
Manufacturer.
Gpacify In gallons:
From
Tsnk
Field
Station
Tank
a•w•r Un„
Welt
/OOf
N�
—
IO +
Material: 5��� ♦
C
Number of Compartments:
urfacre
WateLotv
IDDe
/00 4-
—
—
—'
LIFT STATION
r
Size In gallons:
Manufacturer. /
Une
•F-
14-
-'
�'
Foundation/
—„
—,
"pump onIavel at:
•Pump
Hiph water alarm at:
/-
'O f
Curtain
O n �
�/Ro
/�
PumD Make 8 M
ElWrical Inspections perfohned by.
Drain
Remarks: PP -2. Co.i A%,t-.,
BENCH MARK
F it", ) & tow'rs CLOSER- -CF " 25'
Lobation ane Osxrip(ion:
•�r'o,--;t 0 r r we//
FIZ.o-� 'tike wEL+- wFR� �cs�4�D to
FrQ ]JI QE L'C1�a �TLo"1
Assumed Elevation.
D++sK poNaa MSS •
1! IN BEwI
,
LOF�� 1 1
Inspections performed byf�bsE'., l✓ar� f ln�oslt4n Dates: 1st Vql'79
Cron SU/r&n4S,.1nG. 2nd /�-45-/99
««w«• ..�
Department of Health and Human Services appfdd
�t1
Eo .w,•�r ���
Reviewed and approved by: IS&AI Date: / 30 -99
°+�osessto`e
727(rtw. aNt)MOA�S ,Sa/Ili I 0�� ���/�
PERMIT -UMBER:
SW980457
t '
1
SHED r /
D7 31.6 17.6 70.3
02
31.7
15.6
69.3
St
21.6
15.6
64.1
S2
21.9
19.1
58.2
CO
20.1
20.5
56.1
FS18.4 22.4
52.8
Lol 14.7 26.0
54.0
MT1 11.5 29.5
54.2
v 5irrefrw)i
4250-4'x.70
AV -BUILT DRAWING PARCEL 10 NUM
015-282—.
TRENCHES \ WELL ,
WELL
NOTE: THE ENTIRE NEW
1 SYSTEM WAS INSUU7ED. \\
�SHEO FCO \
IF
EXISTING 2 1I
BEDROOM
yp1U5 WELT HOUSE
/r/NL O'KR -96,05
5 / 512
-9580
mror -
KNN-4555
f.751 i!'�V11 KNl!-4285
r vox (LNr
4580-4450
ww 1000 GALLON
%m TANK
„
wcp
N,EYfQ T. 2 I (t `N 4205
40i10N Or M n" � 017TGE1 a 11OJ7: M6
at-&" t o-CBJI
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
6901 DESARR ROAD, SURE 2B. ANCHORAGE, AK. 99504
PHONE: (907) 337-6179/FAX: (907) 338-3246
.LGAL DL5CR:PllON:
BOYLE SUBDIVISION, LOT 6A, BLOCK 2
YPL OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
'HLPARLU ICR: PHONL NUMULK:
HAROLD HAYNES 345-6781/249-3667
JAIL: JNAMN by: l t: YA.L:
2/3/98 A.C.C. 1 = 40' 2 OF 2
e
4
-R7RfMX I
KQIDl1."."
K oluf-4260 1
7953 `$
.•• � cS4v�
.� Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
Rick Mystrom' P.O. Box 196650 Anchorage. Alaska 99519-6650
Mavor
http:fl w xi.anchorage.ak.us
AK Water & Wastewater Consultants, Inc.
ATTN: Jeffrey Garness, PE _
6901 De Barr Road, Suite 2B
Anchorage, AK 99504-0000
June 30, 1999
Subject: Waiver Request forTHOMAS L BOYLE BLK 2 LT 6A S2
Waiver # WR990008 Lot Line Request for Parcel ID 015-282-36
Dear Engineer:
Your request for a waiver of the required 10 feet horizontal separation of the on-site wastewater
disposal system to the lot line has been approved. The approved separation distance is 1 feet.
This waiver approval applies to the current on-site wastewater disposal system and lot line
separation only. Any future upgrade to the on-site wastewater disposal system and lot line will
require all separation distances to be met or another waiver approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office at
343-4744.
Sincerely;
Jeff Poet" '
a — e�—
Engineering Technician III
On -Site Water Quality Program
0(y\
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
WR# j10ggrrn9, PID# HA# Permit #
Date Received: �r F, Ci \C�gc1
Legal Description: /1 c PC 11 ff I
Engineer: �\s�(-Y 1-ftnnoRv, _Znneo, �.t l�V{n (n 1y,nA,II -y r.,N(n ry --, Cnt-
lt1q(_)\
Applicant: , n . \ A iJn
.�//� S n -Fn \ ****** p P 1 n (�
Waiver Requested: 'A 01 r\I t'Nt + i. -P �,-A � Z,, 4i,j
Criteria: 1. Geology:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2., Special Conditions:
3. Other:
Points:
Waiver is Granted: Waiver is NOT Granted:
List Conditions or Reasons for above:
Date:
By:
Name of Reviewer
******
Rec #: nL1(„4)<(M_)CpAmount: $ Date Paid:1�S.n�
Permit Number: SW980457
MUNICIPALITY OF ANCHORAGE
Department of Heafth and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-4744
�i u� t11a-%}as-`ifs
1�C .23,9fs 3:ooprh
?Work ImPAe. .
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Nov 25, 1998
Expiration Date: Nov 25, 1999
Parcel ID: 015-282-36
a P Yr.-,
Legal Description: THOMAS L BOYLE BLK 2 LT 6A S2 LO Prr,
Design Engineer. 0041 AK Water & Wastewater Consulta Site Address: 012210 CANGE ST f — cin
Owner Name: HAROLD HAYNES Lot Size: 24900 SO. FT.
Owner Address: 12210 CANGE STREET Total Bedrooms: 2 Permit Bedrooms: 2
ANCHORAGE. AK 99516-2033
This permit is for the construction of:
Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at feast 2 hours prior to each inspection. Provide notification by tailing
(907) 3434744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: 0 _ !G
Date: — 2S ' /U
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 211 -- Anchorage — Alaska 99504
(907) 337-6179 — Fax (907) 338-3246
Consulting Engineers
November 25, 1998
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Design Upgrade for Boyle Subdivision, South 1/2 of Lot 6A, Block 2,
To whom it may concern:
The existing 2 bedroom house is served by a private septic system and a private well. The existing
septic system is currently overflowing and must be upgraded immediately. We are requesting a
expedited permit because of the potential health hazard. We also are requesting a 1 foot lot line
waiver from the proposed drainfield to the north property he and a 5 foot separation distance
waiver from the proposed west drainfield to the existing drainfield. As can be seen on the attached
site plan and design there are no other options, besides installing a holding tank, for the location
of a drainfield upgrade. Comment regarding the proposed upgrade are summarized as follows:
1. SOILS: Attached is a log which shows the soil profile, and the percolation tests results. The
soils below the organic layer are a MUSM material to a depth of 14 feet (bottom of the test hole).
No groundwater was encountered during the excavation of the test hole. After 12 days, the
monitoring tube was checked and water was found at 13 feet. Two percolation tests were
performed between the depths of 1.5 feet to 2.0 feet and 5.5 feet to 6.0 feet. The percolation
rates were 30 & 60 minute/inch
2. TRENCH DESIGN:
a. Percolation Rate: 30 & 60 minutestinch
b. Allowable Application Rate: 0.45 gallons/day/ft2
c. Number of Bedrooms: 2
d. Design Flow: 300 gallons per day
e. Minimum Absorption Area: 667ft2
f. Total Depth: 6 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Minimum Length: 70 feet total length (2 @ 35 feet long each)
j Effective absorption area = 700 ft (667 ft OK)
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: As can be seen on the design, the average slope of the lot is a 3 to 4
percent slope running from east to west. In short, there are no slope concerns..
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Sincere
I�l U
1 ames P. Williams, P.E.
Civil Engineer
ti
II
LOT 4B. BLOCK 2
LOT 3B. BLOCK 2
BOYLE S/D
BOYLE S/D
II
I
NORTH 1/2 OF LOT 5A,
AR2D
BLOCK 2, BOYLE S/O-
C C II
NORTH 1/2 OF LOT 6A.
WELL (APPROX. I� I
LOCATION) '
I 'BLOCK 2. BOYLES/D
I�
\
SOUTH 1/2 OF LOT 5A.
BLOCK 2. BOYLE S/O
DP�E%ISTRJ
TMJ1
SEPTICSYSS
\ell,
TEM
PROPOSED SEPTIC \ /
/SYSTEM
(SEE DESIGN.
9
PAGE 2 OF 2). EXISTING
APPROX. LOC. I
/
` 1 2 BHOUSEEDROOM
00 Z
APPRax.
LOT 58, BLOCK 2 I
LOC. I
I
BOYLE S/O II
\ LOT LOC 2
BOYLE
II
II
II
I
y\o
I
�o�"5\0
I
mot
000
LOT S. BLOCK 2
BOYLE S/D
ry0�-(v
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II
II
HUFFMAN ROAD
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
8901 DEBARR ROAD, SUITE 28. ANCHORAGE, AN. 99504
PHONE (907) 337-8179/FAX: (907) 338-3248
_LGAL OLSCHIH14 :
BOYLE SUBDIVISION, SOUTH 1/2 OF LOT 6A, BLOCK 2
IYPE OF WORK:
SITE PLAN FOR SEPTIC UPGRADE DESIGN
'RLPARLD lOR: PHONL NUMtlLR:
HAROLD HAYNES 345-6781/249-3667
.wit: JKAWN dY: SLAIL rALu
11/25/98 A.C.C./J.L.M. 1 = 100' 1 OF 2
I
I
49 d :yl
p.
WES P. WIWAMFF
NO. 9608
.I
C.E. �o�
d�1I O'1=691
BOYLE SUBDIVISION, SOUTH 1/2 OF LOT 6A, BLOCK 2 0 :' 49
........ . . .
4
IYPL OF WORK: `
DESIGN OF SEPTIC SYSTEM UPGRADE p... .. t .. .............
'NLPARLU FOR: PHONL NUMULN: TAMES P. WILUAM$F
a
HAROLD HAYNES 345-6781/249-3667 ��v NOCE 08 `A
xlc11/25/98 1MWA C.G./J.L.M. ��� 1 = 40' rAi,c: 2 OF 2 �04p0 es.w
NOTES:
AM 1 20'
1) THE CONTRACTOR SHALL HAVE THE NORTH NOTE: A 5 FOOT WAIVER IS REQUESTED FROM
I
PROPERTY LINE AND THE 100' WELL RADIUS THE PROPOSED WEST DRAINFIELD TO THE
I I I INSTALL
FLAGGED BY A REGISTERED LAND SURVEYOR EXISTING DRAINFIELD. THERE ARE NO OTHER
SEPTIC TANK SUCH THAT THE OUTLET
PRIOR TO PRE -CONSTRUCTION SITE VISIT WITH OPTIONS FOR THE POSITIONING OF A NEW
THE ENGINEER. DRAINFIELO.
2) All NEW PIPING IS TO BE INSTALLED FROM
I °IVT
THE EXISTING FOUNDATION CLEANOUT AND THE
UNDISTURBED SOILS (SEE DIAGRAM).
5'
ENTIRE PROPOSED SEPTIC SYSTEM IS TO BE
I
INSULATED.
INo INSTALL
S(ARU
ULL RUN � DSL CO
3) THE CONTRACTOR IS TO FIELD VERIFY THAT
EXISTING DRANFIELD TO REMAIN FOR
ALL SEPARATION DISTANCES WILL BE MET PRIOR
I
I TO CONSTRUCTION OF THE UPGRADE /
I
I Cs'FPTIC ARI`&� /
I' A NEW MONITORING TUBE IS TO BE \ /
INSTALLED IN THE EXISTING DRA:NFIELD. -�. �• .�
I
LOT 6B, BLOCK 2
I
PROPOSED TRENCHES �
I /
�^ 100' WELL RADIDS BOYLE S/D
2035'LONG BY 5'
WIDE BY 6' DEEP WITH"" NORTH 1/2 OF LOT 6A,
/EXISTING
4' OF CLEAN, WASHED , pOYLE SD
BLOCK 2 /
II
SEWER ORNNR CK.
1
I
SEPTIC TANK OF NEW 1000 GALLON
cranr TANK
- / NE SETBACK
LOT UREQUESTED) I
(WA'VER1*
I 100' WELL RADIUS
EXISTING
/
CLEAN-OUT,
WELL
NEW'� I I I I .�5- EXISTING FOUNOATION1
/\� C CLEAN-OUT \ \
I I I Nv `SHED (TPRO)(-,
PRO. \\\r
0TO BE
5[I1iJL i LOUTON 1
II IIE MOVED 0� REMOVED.
VT
(:Q1TH%1 . -4% EXISTING 2
1 WE BEDROOM •�
LFfTU-
RADIUS HOUSE
WFZ=
—, r-li
BOYLE SUBDIVISION, SOUTH 1/2 OF LOT 6A, BLOCK 2 0 :' 49
........ . . .
4
IYPL OF WORK: `
DESIGN OF SEPTIC SYSTEM UPGRADE p... .. t .. .............
'NLPARLU FOR: PHONL NUMULN: TAMES P. WILUAM$F
a
HAROLD HAYNES 345-6781/249-3667 ��v NOCE 08 `A
xlc11/25/98 1MWA C.G./J.L.M. ��� 1 = 40' rAi,c: 2 OF 2 �04p0 es.w
EXISTING SEPTIC TANK t5 TO BEWAGE
PUMPED, CRUSHED, AND REMOVED WELL TO BE EXPOSED
COMPLETELY. REPLACE WITH NEW 1000 -(A'•" I^ DECK)
AM 1 20'
f f f
/
I
GALLON SEPTIC TANK. ROTATE NEW
I I I INSTALL
SEPTIC TANK SUCH THAT THE OUTLET
I I I FLOW SPUTTER
FACES NORTH AND INSTALL ON
I °IVT
UNDISTURBED SOILS (SEE DIAGRAM).
5'
of T
L k0
I
INo INSTALL
S(ARU
ULL RUN � DSL CO
EXISTING DRANFIELD TO REMAIN FOR
VALVE IiTi�1
/ FUTURE USE AS A RESERVE SITE
o
I' A NEW MONITORING TUBE IS TO BE \ /
INSTALLED IN THE EXISTING DRA:NFIELD. -�. �• .�
I
LOT 6B, BLOCK 2
°�/—INSTALL
�^ 100' WELL RADIDS BOYLE S/D
J DBL co
APPROXIMATE LOCATION WELL
/EXISTING
I
II
PROPOSED LOCATION
1
I
SEPTIC TANK OF NEW 1000 GALLON
cranr TANK
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
690PHONER(907) 337SUITE
6 79/FAX: (07) 338 32423. ANCHORAGE. AK. 64
e�000ss00000
�I.,��•Or 'A�q��9o.
BOYLE SUBDIVISION, SOUTH 1/2 OF LOT 6A, BLOCK 2 0 :' 49
........ . . .
4
IYPL OF WORK: `
DESIGN OF SEPTIC SYSTEM UPGRADE p... .. t .. .............
'NLPARLU FOR: PHONL NUMULN: TAMES P. WILUAM$F
a
HAROLD HAYNES 345-6781/249-3667 ��v NOCE 08 `A
xlc11/25/98 1MWA C.G./J.L.M. ��� 1 = 40' rAi,c: 2 OF 2 �04p0 es.w
WATER & WASTEWATER CONSUL:
I ZUIL Lw — rLK6ULAi iUn I w I I
LEGAL DESCRIPTION: BOYLE SUBOMSION, SOUTH 1/2 OF LOT 6A. BLOCK 2
PERFORMED FOR: HAROLD HAYNES
DATE PERFORMED: 11/7/98
D(toe et1 TEST HOLE #71
1 I ORG PAGE I OF 2
2
3
4
5
6
11
12
13
14
15
16
17
18
DEPTH TO
ROLINDWATER
B.O.H.DATE
SOIL CLASSIFICATIONS
o .o GW
DRY
ORG
_c__:
11/18/98
'
GP
1111111
ML
r,116;1
GM
/,
CL
1
5:55 —
GC
111
OL
2
6:25 30
SW
SITE PLAN
MH
I 'O100' 1,
�• o
6' —
OH
ML/SM
4 to
S
_
_
VERY DENSE SILT
✓✓o3Zd
SC
W/ FEW SILTY SAND
6
7:25 30
POCKETS/LENSES
DEPTH TO
ROLINDWATER
B.O.H.DATE
READING
DRY
11/7/98
13'
11/18/98
LE WAS PRESOAKED 4+ HO
LOCK 2, BOYLEI S/D
DATE
READING
CLOCK NET TIME
TIME (MINUTES)
Irs� ARE!D
1/9/98
NOR�N 172 OF�.&A,
LE WAS PRESOAKED 4+ HO
LOCK 2, BOYLEI S/D
TH/1 P I
1
5:55 —
6' —
2
6:25 30
5 1/4' 3/4'
SITE PLAN
I
I 'O100' 1,
DATE
READING
CLOCK NET TIME
TIME (MINUTES)
WATER LEVEL NET DROP
READING (INCHES)
1/9/98
PERC. HC
LE WAS PRESOAKED 4+ HO
JRS PRIOR TO TE STING
1
5:55 —
6' —
2
6:25 30
5 1/4' 3/4'
_
_
3
6:25 —
6' —
4
6:55 30
5' 1'
_
_
5
6:55 —
6' —
6
7:25 30
5' 1'
19 —� I PERCOLATION RATE 30 (MIN./INCH) FERC. HOLE DIA. 6 (INCHES)
20—fl—jl TEST RUN BETWEEN 1-5 FT. AN 2.0 FT.
COMMENTS: it
PERFOMED BY ALASKA WATER do WASTEWATER I,VUJAY—"n - CERTIFY THAT
THIS WAS PERFOR ED N ACCORDANCE WITH ALL T AND MUNICIPAL GUI EUNES IN EFFECT ON THIS
DATE. DATE o►
.• I AI.ASRA
'ASTEWATER
INC.
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: _80YLE SUBDMSION, SOUTH 1/2 OF LOT 6A, BLOCK 2
PERFORMED FOR: HAROLD HAYNES
DATE PERFORMED: 11/7/98
(EM
feet) ITEST HOLE #1
1 PAGE 2 OF 2
y
DATE
SOIL
CLASSIFICATIONS
NET DROP
(INCHES)
11/11/91
•
GW - c: ORG
3
STING
• . •'
GP 111111, ML
r,11w,GM
!// CL
4
—_
7574!
GC '1'1' OL
6'
5 1/2'
-
1/2'
•`
SW I I MH
5k4wv
2:37 —
6'
SP CH
_
_
4 tis
SM OH
6
1/2'
Sc
N
6 u -
O
9
10 LJ
(7
Q
11 �
w
w
12 (n
13
14
15
16
17"
19
20
COMMENTS:
PERFOMED BY ALASKA
THIS WAS PERFOR ED
DATE. DATE
DEPTH TO
GROUNDWATER
DATE
SEE PAGE
1 OF 2
NET DROP
(INCHES)
11/11/91
PERC. HC
LE WAS PRE SOAKED 4+ HO
JRS PRIOR TO TE
STING
SEE PAGE 1 OF 2
DATE
READING
CLOCK NET TIME
TIME (MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
11/11/91
PERC. HC
LE WAS PRE SOAKED 4+ HO
JRS PRIOR TO TE
STING
—
—
-_
—_
1
2:07 —
6'
5 1/2'
-
1/2'
2
2:37 30
3
2:37 —
6'
—
_
_
4
3:07 30
5 1/2'
1/2'
5
4:07 60
4 1/2'
1'
PERCOLATION RATE 60 (MINJINCH)
TEST RUN BETWEEN f 5.5 FT. AND
TER do WASTEWATER I,
ACCORDANCE WITH ALL
PERC. HOLE DIA. 6 (INCHES)
I.e. CERTIFY THAT I
EFFECT ON THIS
MUNICIPALITY OF ANCHORAGE '
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
t W
PHONEp
-� /8
NEW
❑UPGRADE
MAILING
=ESS I
^
LEGAL DESCRIPTION / 4C1()/l�.�. C /�
lJl L
LOCATION
NO. OF BEDR OMS
Use
DISTA CE TO:
Well (poir
Absorption area
DwellingI
I O
PER T O
7
_
aQ
E�
Manufacturer
Material
No. of compartw�nts
O/
Liq. a gallons
IF HOMEMAD :
Inside length
Width
Liquid depth
d Y
J v Z
DISTANCE TO:
Well
Dwelling
PERMIT NO.
I=FQ-
Manufacturer
Material
Liquid capacity in gallons
d
W =
DISTANCE TO:
Well
Foundation
Nearestlothne /
PERMI
f 2 W
No. of lines
Lang at_h{lin /
7'
Total length of ines I
Trench widt
Chas
Distance twee nes
Q¢ f
o
Top of tile to finish grade I
Material beneaththe
aches
Total effective bsor do arty
L f�
W
0
Length
Width
Depth
PERMIT NO.
Q H
W d
Type of crib
Crib diameter
Crib depth
Total effective absorption area
DISTANCE TO:
Well
Building foundation
Nearest lot line
J
J
Class
Depth
Driller
Distance to lot line
PERMIT NO.
W
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
PIP MATERIALS
.Vr, A17 D Z72
f
SOI L TEST RATING
Orn Vill-eHrCrM
INST L
REMARKS
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APPROVED DATE LEGAL
Crilober-17,8 i I lr)i110
72-013 (Rev. 3/76)
I'1ut-7I C. I /"1L_ I TY OF nY4GH "fZFfCiE
DEPARTMENT 6. HEALTH AND ENVIRONMENTAL r.ATECTION 3
825 'L' STREET, ANCHORAGE, AK. 99501
264-4720
GFJ—'S I TE 0EWEFZ F'EFRII I T
PERMIT NO. C =762:-)
APPLICANT CAROL D. WILKINSON SRA BOX 1548-E ANCH. 265-4187
LOCATION
LEGAL LOT 6A ELF; 2 BOYLE SUB LOT SIZE 999999 SQUARE FEET
TYPE OF SOIL RESORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER. OF BEDROOMS = 3 SOIL RATING CSO FT/BR)= 200
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
GEFlTH= i LEtJCiTH= 75 GRFik EL GEF?IF"= 4
THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DP,AINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION CIN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL EETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION CIN F9ET).
FcEI}!U I F<EG S.EF'T I �- THF -.IF, � I �E_. 1Fa� Fa GFiLLOtiS}
PERMIT APPLICANT HAS THE RESPONSIBILITY TO.INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
--- TWO xz 2= 7 I t4foF'ECT I CAtJ"3 FA Fm a: ' FzE:(PU I REG ---
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE'SETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER, REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F E=FTtl I T EXF=> I FSE GECE1lE3EF;Z: = 11 =1.'_L .
I CERTIFY THAT
is I AM FAMILIAR•WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN -s BEDROOMS.
SIGNED
APPLI
ISSUED BY
CAROL D. WILKINSON
V4. 0
f� SOILS LOG
MUNICIPALITY OF ANCHORAGE
• DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ❑ PERCOLATION
TEST
825 L. Strom, Anchorage, Alaska 89501 2644720
SOILS LOG - PERCOLATION TEST
PERFORMED FOR,non on t 1V-l.I\ � � I/ DATE PERFORMED: � u V 3
LEGAL DESCRIPTION: QoVle f-ki 'iyi-s1or1 [boil Z Lo+ &A 5112
-' SLOPE j SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
(OL)
NO
brown si 11
O=Siona15 aVC15
becoming Plush( -
((am)
very dense
Slli, qravels
and toWles
WAS GROUND WATER Alp
L
ENCOUNTERED?
O
P
IF YES, AT WHAT E
DEPTH? --A#
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RATE
TEST RUN BETWEEN
FT AND FT
PERFORMEDBY: VV//Ul� l.L(/'/JU// CERTIFIEDBY: DATE: Ll
V6'j_
M014 5T 3 -Oz / D3 /
7z-goe (6/79)ODS
LOT (DA
Th Z
1
2
----�3
4
5
6
8
9
10
1:
1:
p
V
li
1'
1
1
2
ALASKA EI � R011MMAL COIITROL SERVI�EB, Inc.
Engmetrinq t'. Enu:ronmemal Studies
Supplemental Soils Information.
Subdivision h
`J
LOT
Block Z
LOT
TH
711
COL,
DEPTH
(FEET)
DEPT"
(FEET)
(ML) ,
1
brown silt
z
dry,few
z
9r0.vCl5 3
3-
20D dlbdyw
4-
5-
5
(50) 150a,lbdrtt6
6l
7
(4M)
tro�e
e
y
9
9
(W)
to
10
ve dense
Qr�ie►►Asue11
11
l�r,Q cob►es
1z
12-
13-
13-
14-
14
15
V
15
J
16
16-
17-
17-
181
18
19
19
in
20
U U
0'00 11s1 33rd Avenue. Suit6 An6cragt, Alasla 99503 • (907) 2761361
LOT
7
t�
2
3.
4
5'
6
7
e
9
10
12
13
14
15
16
17
18
19
20
I
ALASKA EnUIROWI)TAL COnTROL SERUICES, Inc.
Enginecrinq 6 Environmental Studio
PERCOLATION TEST DATA SHEET
CLIENT Cion Mack DATE SU113. I9R3
ADDRESS `
ZIP CODE
LEGAL LOCATION (Flock Z. Lof 6n 5'/z.
TOTAL DEPTH OF HOLE v ft.
ZONE TESTED V2 ft TO ft
T 2 V1 diaxnei-er hole
READING A
CLOCK TIME
NET TIME
DEPTH TO
DATUM
NET DROP
RATE (min/in)
1-Hs052S
r z
2
5 27
/Omit.
/0 /!7%/!•
.5o go
• 50
2
.10
. o q
2p. 8
4.N:o
5.3s
/D min,
;ySO
•09
•50
. 12
11
6;05
/0 min.
•'0
FINAL PERCOLATION RATE . l ' (min/in)
PERFORMED BY l .huc.k C0.61SoYl
200 ❑'/ bed roorn
!-4
=0 Wast 33rd Avenue. Sui.:•,F• Anchoragt. Alaska 99503 • (9071276-1361
n r
ime
APPLI(14�,NT FILLS OUT UPPER HAI'ONLY
Time
Time
Property Owner /1 �\ �, (✓(,, i.li' ( L `". 1 Ai ..(_ J A%
+;7
rPh
I,._,`^�� '�v ,� Zip Code
Mailing Atltlress
..'.� �%f-1`�\:
inspector
Buyer Y
:..i..Ll . � ". CL. CrC. �
Address
Zip Code
Lending Institution
\L .1 _i 1-- "� -_: -� +�-� �_ JA r—i (�'
Phone
Address
ZIP Code
It
Realty Co. d Agent
,r
Phone
Address
Zip Code
Legal Description
SZ �`- L � L, �, n I(` 2
r' !Y
'CONDITIONS OF APPROVAL
Street Location
Type of Residence
t
C],'Single Family
(�
�'
BY: ctb'n n `riT
❑ Multiple Family
No. of Bedrooms
❑ Other
Oate Installed
Well To Absorption Area /' 4 --Da
Water upply
Septic Tank Size
-;� 0
/ t
Individual
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
❑ Community
For wells drilled prior to that date, give well depth (attach lop
If available). '
❑ Public Utility
Sewer Disposal
i?nYaciC �y>^
Gi'Individual
Year Individual Installed: Il
❑ Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
n r
ime
Time
Time
Time
Date
Date
Date
Date
Inspector
inspector
Inspector
Inspector
Field Notes:
MUNICIPALITY OF ANCHORAGE
CEPT. OF H`!•.LTII Y.
ENVIROX�d=NTAL PROTECTION
i
OCT IS 1033
A dam'
RECEIVED.
.amu
( 3) APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE z--s-g3
(�
�'
BY: ctb'n n `riT
Solis RatingSewer
Oate Installed
Well To Absorption Area /' 4 --Da
Well Lop Received
Septic Tank Size
-;� 0
/ t
Well to Tank M
October 25, 1983
Carol wilkinson
SRA Box 1548-E
Anchorage, AK 99507
Subject: Boyle Subdivision Block 2 Lot 6 A Skil
Approval for the individual sewer and water facilities cannot
be granted until the following items have been completed:
;he septic tan), pumped with a receipt submitted to this
department.
° Expose the well for our inspection to determine proper
tr construction, also to insure minimum distance requirements
are met between the well and sewer system.
I: (nae
L02Ls
ease notify this department for a reinspection when the
noted discrepancies have been corrected. If there are any
further questions, please call this office at 264-4720.
1 A Sincerely,
Jim Roberts
Associate Environmental
Specialist '
JR94IPIE1I z- J
i
� f
�(j 1
14
Mi ticipality of Ancho^age
MEMORANDUM
DATE: December 8, 1983
TO: Laura Crow
FROM: Environmental Health Division
SUBJECT: Request for Refunds - Account # 2460
Please make the following arrangements for refunds:
(1) They paid twice for their 1983 Excavator's Permit.
Acreage Systems, Inc.
601 East Northern Lights Boulevard #165
Anchorage, Alaska 99503
Receipt #267502
Amount: $10.00
Account # 2460
(2) They had a private engineer do the inspections for the
installation of the on-site sewer system.
Carol D. Wilkinson
Star Route A Box 1548-E
Anchorage, Alaska 99507
Receipt # 247415
Amount # 20.00
Account # 2460
Laura J. Ward
Office Associate
attachments
81-010 14/76)
Sewer permit #830725