HomeMy WebLinkAboutSEACLIFF Block 1 Lot 23-Abe -o% CUFF
is ID
IVIUINIL IrALI I Y Ur ANCHUHAGE
DEQ ITMENT OF HEALTH AND HUMAN SERI.. S
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
Kelly lv) e. DISTANCES
Address FROM TO SEPTIC ABSORPTION WELL
S" r? / Cc - /o..y, /?,u/. A II: 7? S, f) n_ TANK FIELD
Phone(s) Permit No. No. of Bedrooms WELL
6� 3�' oti
LEGAL DESCRIPTION LOT LINE /3
Lot Block Subdivision
17 A d `e„ "/` FOUNDATION f
Township, Range, Section
/ L 1J R 4 .q; f L_ s ,a," AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation,
d driveway, water bodies, etc.)
TANKS I._•.;r ,�, i�," a,cr`l
REMARKS: St,,k
SEPTIC ❑ HOLDING
Manufacturer /
%t
Capacity in gallons
it
Material
b"�`z
No. of Com
Total absorption areacI
U�
TYPE OF SYSTE❑TRENCH
;SBED ❑ W. DTHERDepth
N
to pipe bottom from
original grade S�2�FTFTFill
Total depth
SO FT
FT
added above original graddeGravel
deptFT1
FT
REMARKS: St,,k
3 a
1 fJ
-F�//a���p.e,-
FT
FT
Total absorption areacI
U�
Distance between lines
/
SO FT
FT
Number of lines
Soil rating
Pipe material
6
SOFT
3()_- y %,Z7
Installer
y�e: ' •j YCG,'
1.1;,X(
Date Installed
WELLS
❑ PRIVATE
❑ OTHER (identifv)
Classification (A,B,C)
Total DepthCased
to
FT
FT
Insiallei
Date Installed:
REMARKS: St,,k
l,.<e ,,,,kd ve:f .rf we// dr'✓'hc. tie.
-F�//a���p.e,-
`7)Taq hl)�rtu/
4jcmt'SC.
JT c1,7GrL'+/;dund ,
)`�L•Ik
KDivi
09
i ,a '�J
qf
e diij c c 7
e ser -_
y�e: ' •j YCG,'
1.1;,X(
..•C_i?, , y -v =
Municipal and Slate guidelines in effect on this dale:
Health Department Approval:
72-01 _S(8/85)
Inspections Performed by:
ItP�LS S'i 8Sv"�y
Date -
certify that this inspection was performed according to all
21
Date:
4
`.i
DEP�RT�E�T OF H& -fl TH AND
825 L STREET� ANCHORAGE, AK 99501
' 264-4720
,ERMIT NO: 850613 UPGRADE
)ATE ISSUED: 09/23/85
\PPLICANT: KELLY MERRILL
8DDRESS: 5�24 CORDOVA `
ANCHORAGE, AK 99502
�ONTACT `PHONE: 56:1.~1733
EGAL DESCRIP: SUBDIVISION: SEACLIFF LOT: 23A BLOCK: 1
SECTION: 15 TOWNSHIP: 12N RANGE: 4W
.OT SIZE: 31712 (SQ,FT. OR ACRES)
certify that:
1^ I am Familiar with the requirements for on~site sewers and wells as set
forth by the Municipality of Anchorage (MOA) and the State oy Alaska
2. I will install the system in accordance with all MOA codes and regul'z� � ions
and in compliance with the design criteria o� this permit^ ,
3. I will adhere to all MOA and State oj Alaska requirements [or back
distancesany existing well� wastewater disposal system br public
sewerage system on this or any adjacent or nearby lot"
� A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES
�EN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-B,yILTS
ILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION RBzORT; AND (3) TE
.ECTRICAL-WOOK MUST BE DONE BY A LICENSED ELECTRICIAN. n '
[GNED ` `
DATE:
�PLICANT: KELLY MERRILL
]SUED BY
_~�_._~�~�~~_ DATE:
«
/�; I � ^ . ~�~~
M
`../ ABSORPTION
BED SOIL TEST
EL.=118.5_
0
.21
ORGANIC SANDY SILT 0.5'
SILT
Grading Coarser With Depth
to Sandy Silt 2
SAND
G
O Medium to Coarse, Clean
e:
Trace to Some Gravels
'
Gravel Content Increasing
EL.=109'
l0e,
SP
EL. =107' G
"•
3 Gravelly Sand 11,5
Notes: 1) TP -1 dug by backhoe near center of propsed absorption bed.
2) Refer to attached Explanation of Selected Symbols.
3) Scale: 1" = 3 feet
ABSORPTION BED CALCULATIONS
1. Base of absorption bed is at E1. 109 feet. Soil strata at 109 feet is SP
material based on U.S.C. system. SP classification verified through lab-
oratory gradation test.
2. SP soils, or poorly graded sands, have a rating of 150 ft2/bedroom based
on the State D.E.C. 1984 Certified Installers Reference for Single Family
Dwellings.
3. The 4 bedroom DeLisio residence therefore requires a 600 ft2 absorption bed.
4. The 4 bedroom residence requires a 1250 gallon septic tank (Municipality of
Anchorage February 1984 Guidelines).
DwN. OEP
CKD. KSM
DATE. AUG. 1985
SCALE. 1"= 3�
0
DELISIO RESIDENCE e9.
R&M CONSULTANTS, INC. GRID.
".'"""'"`�""" "'""`"� "" `"�"' ABSORPTION BED SOIL TEST PROJ.ND 551115
AND CALCULATIONS DwG.Na
STANDARD SYMBOLS
µN ORGANIC MATERIAL ® COBBLES Q BOULDERS A J IGNEOUS ROCK SANDY SILT
® CLAY
°°S CONGLOMERATE
METAMORPHIC ROCKEj
SILT GRADING TO
SANDY SILT
SILT
v//1
j
SANDSTONE
ICE, MASSIVE
o o°
SANDY GRAVEL,
(SCATTED ROCKER
EFRAGMENTS)
SAND
I.—I MUDSTONE
ICE - SILT
o� INTERLAYERED SAND
WITH 140 #
HAMMER
Tim ....
SANDY GRAVEL
o,0o GRAVEL
®J%j`�
(1 111 LIMESTONE
I I I
�'�`,`�'{ ORGANIC SILT
y -
SILTY CLAY w/TR.SAND
SAMPLER TYPE SYMBOLS
St .. . .. 1.4" SPLIT SPOON WITH 47-„•` HAMMER Ts . . . . SHELBY TUBE
Ss
.. . . . 1.4"
SPLIT
SPOON
WITH 140 #
HAMMER
Tim ....
MODIFIED SHELBY
TUBE
SI
.. .. 2.5°
SPLIT
SPOON
WITH 140#
HAMMER
Pb . . . .
PITCHER BARREL
Sh
.. 2.5"
SPLIT
SPOON
WITH 340#
HAMMER
Cs .. ..
CORE BARREL WITH
SINGLE TUBE
Sx
..... 2.0"
SPLIT
SPOON
WITH 140#
HAMMER,
Cd .. ..
CORE BARREL WITH DOUBLE TUBE
Sz
... 1.4"
SPLIT
SPOON
WITH 340#
HAMMER
Bs . . ..
BULK SAMPLE
Sp
.... 2.5"
SPLIT
SPOON,
PUSHED
A.....
AUGER SAMPLE
Hs
.. ... 1.4"
SPLIT
SPOON
DRIVEN WITH
AIR HAMMER
G. ..
GRAB SAMPLE
HI
. . .. 2.5"
SPLIT
SPOON
DRIVEN WITH
AIR HAMMER
NOTE:
SAMPLER TYPES
ARE
EITHER NOTED
ABOVE THE
BORING LOG OR ADJACENT
TO IT AT THE
RESPECTIVE
SAMPLE
DEPTH.
TYPICAL BORING LOG
SORING NU"-)5EP_�T H. 30-15 E I e v 274.6.. -ELEVATION /N FEET
DATE DRILLED-_ 10-21-70 Ail Samples Ss�-SAffPLER T)PE
r tititil ORGANIC h!ATERIAL O
ras�ov� 1
Consid. Visible Ice 0 -7iCE+ML
ICE -SILT
SAAJPLER T)'PE- Estimate 65% Visible Ice
VSs 90,56.2% .STRATA CfiANGE
WATER TABLE
SANDY SI LT
GRADATIONAL CHAIYVc APPROXIIVA.TF STr7:TA CHAACE
12'
Little to No Visible Ice 13-30' Vx —ICE, DESCR.!PTION B CLASSIFICATION
f;; Toa,�
Ss •:, oP."y l 72, 57.1 %, 85.9pcf, 28° GP (CORPS OF ENGINEERS M,ETHOD)
a:oo _�,
UN, F/ED OR FAA CLASSIFICATION
}40 TEMPERATURE, °F
x.09
FROZE/✓GROUND
c,00a \ \ D.RYDENS/TY
LATER COVTEN T
pO a BLOW,5,'FODT
SAMPLE ,VU,4!BER
S�°0;1
>qo06 ci SANDY GRAVEL
v -I 26
Cd 95 SCHIST - GENERALIZED SOJL OR ROCK DESCRIPTION
.'E. ` SAMPLE LOCAT;YJN 30'—DRILL 0E PTH
T IID.-I14✓,'LE DPILLING, AB -AFTER SORING
DWN: L.D.S. C a� AC L_ ,I
,I
=F1' G.L.B. I EkPI_ANATION
--
N/A
DATF: FEB. 1972 0r I t-- ---
- GENERAL
ISC-ALL NONE -_ -_--- _II SELECTED SYMBOLS
3/52 3
1
7
3
4
5
GENERAL NOTES
Solid sewer line to be 4"0 ABS schedule 40.
Perforated pipe to be PVC with 1500 pounds minimum crushing
strength.
Septic tank to be 1250 gallon two compartment steel 12 gauge that
conforms to Municipality of Anchorage requirements.
Drainfield gravel to be 3/4" to 3" screened rock with less than 30
passing No. 200 sieve.
Silt barrier to be untreated building paper or filter fabric.
6. Backfill for all excavations shall be natural on site material. All
backfill should be compacted by hand tamping methods in lifts not
exceeding 1 foot in thickness. '
7. Mechanical water tight couplings such as Calder- coupling, Fernco
coupling or equivalent on inlet and outlet of septic tank.
8. Solid pipe with no joints should span 10 feet from inlet and outlet of
septic tank onto undisturbed earth.
9. Avoid compaction of strata to be used for absorption. Absorption
field backfill should be left slightly high to allow for possible settle-
ment.
10. Perforated pipes, septic tank, absorption bed must be level.
11. Septic tank must be installed on undisturbed or properly compacted
soil.
'3/52 4
12. Minimum depth of earth cover for all installation will be 5 feet or to
natural ground surface, whichever is greater.
13. Existing septic tank will be filled with soil. Existing leach pit will be
crushed and buried. Excess fill from excavations will be spoiled at
the bluff edge near the existing leach pit.
14. Location of facilities are approximate only and have not been estab-
lished by survey methods.
15. Installation of septic system will be by a certified installer.
t
-- BILL SHEFFIELD, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE AIESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501 274-2533
October 4, 1985 --
R & M Consultants, Inc.
5042 Cordova
Box 6087
Anchorage, Alaska 99502
ATT_N: Kelly S. Merrill
SUBJECT: Waiver Horizontal Separation between Well and Septic System
Lot 23A, Block 1, Seacliff Subdivision, Anchorage, Alaska
(8621-1.IA-061)
Dear Mr. Merrill:
The Department has reviewed the subject waiver request and hereby
waives the horizontal separation from the well to septic modification
tank to 152 feet on the subject property for a 4 -bedroom single
family residence only.
SE : HPL: pkk
Sincerely,
t'ti
Steve Eng, P4E'
District Engineer
s�
94
4/31
R&M CONSULTANTS, INC. 5024 CORDOVA a BOX 6087 e ANCHORAGE, ALASKA 99502 - PH. 907-5611733
ENGINEERS
GEOLOGISTS
PLANNERS
SURVEYORS
September 12, 1985 R&M No. 551115
Municipality of Anchorage
Department of Health and
Environmental Protection
Anchorage, Alaska 99502
Re: On-site Sewer Permit Application, Single Family Residence, Lot 23A,
Block 1, Seacliff Subdivision, Anchorage, Alaska
Gentlemen:
Enclosed here is our application to obtain an on-site sewer permit for
proposed construction of a new septic system at the above residence. Mr.
Stephen S. DeLisio, the owner of the residence, has retained R&M Consul-
tants, Inc. to design the system and obtain necessary permits. The
following documents are included:
° Horizontal Separation Waiver from State D.E.C.
° Septic System Design Drawings - Plan and Elevation Views
° General Notes
° Absorption Bed Soil Test and Calculations
° Explanation of Selected Symbols
The necessary waiver to reduce the horizontal separation distances between
the Class "A" well and septic tank and field has been granted by the State
D.E.C. Our discussions with Mr. R.J. Rhodes, the owner of the Class
"A" well, indicated that he would have no objections to the proposed siting
if it is approved by the D.E. C.
Your prompt consideration of this request will be appreciated. Please
contact the undersigned if any questions arise or when your review is
complete.
Very truly yours,
R&M CONSULTANTS, INC.
?e*J
Kelly S. Merrill, P.E.
Senior Goetechnical Engineer
KSM; bje
Enclosures
ANCHORAGE FAIRBANKS JUNEAU SALT LAKE CITY
ALASKA ALASKA ALASKA UTAH
I,,
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
September 11, 1985
R&M Consultants
5024 Cordova
Box 6087
Anchorage, Alaska 99502
BILL SHEFFIELD, GOVERNOR
SUBJECT: Waiver Horizontal Separation between Class "A" Well and
Septic Tank and Field, Lot 23A, Block 1, Seacliff S/D,
Anchorage, Alaska (8621 -UA -061)
Dear Sir:
274-2533
The Department has reviewed the subject waiver request and hereby waives
the horizontal separation between the well and septic tank and field to
155 feet and 145 feet respectively, on the subject property for a 4
bedroom single family residence only. This approval is contingent upon
the approval of Hr. Rhodes, the owner of the Class "A" well in question.
SWE/msm
Sincerely,
teven 14. 'EP. E.
District Engineer
0
- AR
50' TO ADJACENT LOT
DISPOSAL SYSTEM-
5e'i
DELISIO RESIDENCE
CLEANOUT
EL. 116.5'
EL. 111.5' L—
SEWER OUTLET
MIN. 2 % SLOPE
PROPOSED 1250 GAL.
SEPTIC
SCALE 1 =20'
EL. II
MONITOR TUBES
PERFORATED IN
DRAIN FIELD
6:T
12"
CLEANOUTS
MIN.2 % SLOPE'
4"0 ABS PIPE
4"MONITOR TUB
S' EARTH
COVER
NATURAL
GROUND.
8COVER
FABRIC
MONITOR TUBES
SOLID PIPE, PVC
CAPPED NOT
AIRTIGHT
EL. 118.5'
E L. 109.0'
—_� ABSORPTION
BED
MIN. S4 FT. TO W.T.
NATURAL _GROUND
/ COVER FABRIC
4 Q PERFORATED PVC
DRAIN PIPE
DRAIN GRAVEL
30r
SCALE N. T. S, ied '/d all 4, i-C'e de- 100 -t" 5eelc,e Cod
0u,-o.°Yion Cleonov r q0 Prrrl+ e)ou5.".
OWN OEPo
_ pmv E'B.
CKO KSM R&M CONSULTANTS, INC. DELISIO RESIDENCE GRID.
DATE. AUG. 1985 `""'""'� ° °°"'" ""'A. ."""`"°"s SEPTIC SYSTEM ELEVATION PROJ.NQ551115
SCALE AS NOTED VIEW OWG.NQ
111.5"
u!•S 111>I 110'T
DELISIO RESIDENCE
CLEANOUT.) CLEANOUTS
EL. 116.5'
N/
EL. 111.5'
SEWER OUTLET
MIN. 2% SLOPE MIN.2 % OPE --
PROPOSED 1250 GAL. 4'G ABS PIPE
SEPTIC
SCALE I =20,
EL. it
MONITOR TUBES
PERFORATED IN
DRAIN FIELD
SCALE N.T.S.
DW N. OEP
CKD. KSM
DATE. AUG. 1985
SCALE. AS NOTE
"MONITOR TUBES
S' EARTH
COVER
IID. I oc?,
NATURAL GROUND
/ COVER FABRIC
4"PERFORATED PVC
DRAIN PIPE
DRAIN GRAVEL
O o £B.
DELISIO RESIDENCE GRID.
R&M CONSULTANTS,
PLAMNORS gSEPTIC SYSTEM ELEVATION PRO J. NO.. 551115
VIEW OWG.NO.
MONITOR TUBES
NATURAL
SOLID PIPE, PVC
GROUND -,,CAPPED
NOT
RTIGHT
EL. 118.5
,v p
e'
4FABRIC�
7
EL. 10 9.0'
ABSORPTION
BED
MIN. fig FT.
TO W.T. -
NATURAL GROUND
/ COVER FABRIC
4"PERFORATED PVC
DRAIN PIPE
DRAIN GRAVEL
O o £B.
DELISIO RESIDENCE GRID.
R&M CONSULTANTS,
PLAMNORS gSEPTIC SYSTEM ELEVATION PRO J. NO.. 551115
VIEW OWG.NO.
v � F
` Y
SEPTIC
TANK
N
NI
N !
G2o��, �.
30•.� Bg 93 .
/ 140.00
S 890 58'00" E n r�
NOTE., JAN 1976
LOCATED IN NW 1/4, SEC. 15, T 12N, R4%V, S.M. C,REATER MICHORAGE F.REA
BASED ON PROPERTY REPLAT OF LOT 22A soroU(3H—HFAL'H DEPAR
i
i a 228, DATED SEPT. 1969.,1 q�
S OF "�� LOCATION OF STRUCTURE
.� °�p0°woo°m° �� "
co� °°° v� LOT 23A, BLOCK I
2
�JEA
CLIFF SUBDIVISION
�', �:°`�°�'•^ aL < N L. RENSHAW CONSULTING ENGINEER
f,?°+e F�:^ DCPN C.F.G. CHECKED A.L.F. SCALE i"= 40DATE SEPT. I969
< y - , Q 79.9 -
said well shall be located at
(a Pz` nt of inte;:C,:�.-tlnn ens
•
eu 0
O
/
/
•
,MO
ti aM
ti
( P,
h
0O
BUILDING
FIREPLACE
\
'
a
�
�
p
\
O
\�
p
0
` Y
SEPTIC
TANK
N
NI
N !
G2o��, �.
30•.� Bg 93 .
/ 140.00
S 890 58'00" E n r�
NOTE., JAN 1976
LOCATED IN NW 1/4, SEC. 15, T 12N, R4%V, S.M. C,REATER MICHORAGE F.REA
BASED ON PROPERTY REPLAT OF LOT 22A soroU(3H—HFAL'H DEPAR
i
i a 228, DATED SEPT. 1969.,1 q�
S OF "�� LOCATION OF STRUCTURE
.� °�p0°woo°m° �� "
co� °°° v� LOT 23A, BLOCK I
2
�JEA
CLIFF SUBDIVISION
�', �:°`�°�'•^ aL < N L. RENSHAW CONSULTING ENGINEER
f,?°+e F�:^ DCPN C.F.G. CHECKED A.L.F. SCALE i"= 40DATE SEPT. I969
< y - , Q 79.9 -
said well shall be located at
(a Pz` nt of inte;:C,:�.-tlnn ens
50' TO ADJACENT LOT
DISPOSAL SYSTEM —
HUFF PROPERTY
MONITOR TUBES
SEEPAGE BED
!goo(+a)
4°PERFORATED PIPE
GARDEN
PERIMETER
/ \
145'F ROM CLASS"A�'
WELL—
100' RADIUS
FROM WELL —
GRAVEL DRIV \\
F k'4 y �`
.r -+r CLASS "A" WELL \1 I
( E L. -- 117..5 ft.)
GRAVEL DRIVEWAY
EXISTING LEACH
PIT TO BE
CRUSHED AND
BURIED
tt 200
q RADII
O
0
O
a
1b
0
P�
O�
EXISTING A
SEPTIC TANK CG
zr 70 BE FILLED
u
I
"PVC SOLID
i/ PIPE MANIFOLD
DELISIO RESIDENCE
5102 SHORECREST DR
LOT 23A BLK 1
4 BEDROOM HOUSE
HOUSE
SEWER
LINE-
I`✓04>°iJO t�a S??aye 6 e a
cni• .,. p:<-�itu';�r. ilea noGi ;F=- .,.. .ur (;,
DECK
4111CLEANOU'r
CLEANOUT
7 CLEANOU /
PROPOSED J
1250 Gal. /
SEPTIC 4 /
J
1 /
U
2
A
4
A
�v
/ 0
_ o
c,
a
0
4i
DwN_ OEP o DELISIO RESIDENCE
CKo. KS.M R&M CONSULTANTS, INC. GRID"
DATE. AUG. 1985 `�pV`.aas SEPTIC SYSTEM PLAN VIEW PROJ.NQ 55 1115
SCALE. 111 = 20, DWG.NQ