HomeMy WebLinkAboutLot 07
F'ERNI T NI-I.
BPPLICBNT
LOCRT 1 ON
LE.~RL
DEPRRTMENT OF HERLTH RND EN',,,'IRONMENTRL PROTECTION
: 825 "L'" STREET., RNCHORRGE., RK. 9950:.t
224-4720
,:: (82.:02~:6)"
CHER","L & JFIMES FELLENBEE&.80=-':2: E. 6TH BPT ~B
]:]:8-±050
LOT 7 SEC 22 Ti]:]:N R2W LOT SIZE 9999 SQURRE FEET
MINIMLIM DISTBNCE BETWEEN R WELL RND RNV ON-SITE SEWAGE DISPOSRL SVSTEM IS
· 00 FEET FOR FI PRIVRTE WELL OR t50 TO 208 FEET FROM R PUBLIC WELL DEPENDING
UF'ON THE T~PE OF PUBLIC WELL.
MINIMUM DISTRNCE FROM R F'RIVRTE WELL TO R PRIVRTE SEWER LiNE IS 25 FEET RND
]'0 R COMMUNIT9 SEWER LINE IS 75 FEET.
WELL LOGS RRE REQUIRED FIND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ~8
OF THE WELL COMPLETION.
OTHER RECIUIREMENTS NR'¢ RPPL'T'. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
PEF:I"~t ][ T E,-,,F T RES [:,EC:EI"IBEF-: _-----::1_..
t CERTIFY THBT
%: I BM FBMILIRR WITH THE REQUIREMENTS FOR ON-SITE SENERS RND WELLS RS SET
FORTH B9 THE MUNICIPBLIT9 OF RNCHORBGE.
2: I WILL INSTRLL THE S~STEM IN RCCORDRNCE WITH THE CODES.
Permit
Applicant: ~J~/)/~.~
Location:
Legal Description: ~ 7-
;~UNICIPALITY OF ANCHORAGE~-~
Department ~ Health and Environmenta ~rotection
825 L Street, Anchorage, AK. 99501
264-4720
* * * HANDWRITTEN PERMIT * * *
~,~/^~ ?- ~=o PERMIT
WELL ~,,~ ................
Phone Nu er:
Tank:
Type of Soil Absorption System Is:
Trench: ~ Drainfield: Seepage Bed: __ Holding
Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br)
DEPTH
The Required Size of the Soil Absorption System Is:
LENGTH ~ GRAVEL DEPTH ~ WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall ~ipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS * *
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(2) INSPECTIONS ARE REQUIRED
Backfiiling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between 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. Well logs are required
and must be returned to this department within 30 days Of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that:
(!) 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 codes.
(3) I understand that the on-site sewer system may require enlargement if
the~sidence is remodeled to include more ~ bedrooms.
Date: ~ ~
SWP/024 (1/81)
Da~e Drilled: 5/25/83
Stati0 ~ater Level.
Draw Down ~l/A
feet
feet
Gallons Per Minute 20
Total Feet of Oasing ?o
Material Drilled
0 feet
to 17 DeAr
12
50
to . 50 C ],aw
%0 7n s,~,qd,, cio,
A~,, IT ~ fer
to
Hefty Drilling
S.R.A. Box 1553 H
Anchorage,Alaska
99507
May 21~ 1978
Mr. James Burkholder
4824 E. 20th Ave.
Anchorage, AK 99504
Subject: Soils investigation for sanitary sewer system; Lot 7,
SE¼, Sec 22, T13N, R3W, SM, Anchorage, Alaska.
Dear Mr. Burkholder
At your request of May 5, 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 May 16, 1978,
consisted of the inspection of soils removed during drilling with
a trailer mounted Mobile B-34, using 4" diameter augers, to a total
depth of 16 feet.
The topography of the area where the soils test was conducted was
gently sloping to the east. Vegetation in the immediate area con-
sisted of large birch and spruce, with moderately dense willows and
a low ground cover of moss and grasses.
The soils encountered in the test hole are graphically shown on the
accompanying test hole log. The soils consisted of a Silt with some
sand and gravel overlying a Silty Gravel with some sand and this in
turn overlying Gravels and Sandy Gravels with occasional cobbles.
The Gravels were encountered at a depth of 9 feet.
No water table was encountered
A percolation test was performed on the test hole. The results are
tabulated on an accompanying sheet.
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,
Consulting Geologist
Box 191, Star Route A
Anchorage, AK 99502
(907) 344-9150
Attachments:
Drawing of test hole
log with location
sketch and table of
percolation test
results.
xc: Dept. of Health & Environmental
Protection
May
21, 1978
Mr. James Burkholder
4824 E. 20th Ave.
Anchorage, AK 99504
TABULATION OF PERCOLATION TEST RESULTS
TIME ET(min) INCHES DROP RATE(min per inch)
17:07 Start 6.5" Start Start
17:10 3 20.0" 13.5" 0.22
17:16 6 39.0" 19.0" 0.31
17:25 9 60.0" 21.0" 0.42
17:35 10 72.0" 12.0" 0.83
17:45 10 82.0" 10.0" 1.0
18:00 15 96.0" 14.0" 1.07
18:07 7 102.0" 6.0" 1.16
Note: Hole caved in at 102.0 inches depth. Hole dry at this depth
and water apparently still percolating into soil.
Average percolation rate for entire hour 0.58 minutes per inch.
Average percolation rate for last one half hour = 1.07 minutes per inch.
Lot 7, SE¼, Sec 22, T13N, R3W, SM, Anchorage, Alaska.
Michael B. Bergmann
Consulting Geologist
Anchorage, Alaska
East 20th Ave.
N89°58 ' 45"E 297.64'
T.H.No.1
S89°58'45"W 297.58'
James Burkholder Property
Lot'7, SE¼, Sec 22, T13N.
R3W, SM, Anchorage, Alaska
Not to scale
Distances are approximate and
have noz been measured by
surveying methods as to location
of'test hole.
Note:
Glacier Pine Street and
East 20th Ave are not
located at their platted
position. The centerline
of Glacier Pine St. is
approximately 70' easv of
the property line.
Michael B. Bergmann
Consulting Geologist
Anchorage, Alaska
T.H. No.'
5-16-78
.0.0'
Silt:with some sand,gravel,
& organics, sl moist, mod
-- -~ dense, occ cobble, brn.
~__(GM-ML) --1.5'
Silty Gravel:with some sand,
sl moist, dense, grybrn.
(GM)
Gravel:with some sand,dense
sl moist, gry.
(GW)'
........ 11.0'
Sandy Gravel: dense, si mst
gry, occ cobble, incl.
lenses of sand & gravel.
(GW)
----15.5'
· /Y~r~vel:with some
sand & cobbles,
__ _/ vy dense, sl mst,
gry. (GW) 16.0'
NO WATER TABLE ENCOUNTERED
Test Hole log represents soils
encountered on Lot 7, SE¼, Sec 22
T13N, R3W, SM.
James Burkholder Property
4824 E. 20th Ave.
Anchorage, AK 99504