HomeMy WebLinkAboutVONS S-7843
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY:
S-7843 August 29, 1984 September 17, 1984
SUBDIVISION OR PROJECT TITLE:
Lots 1 4 Vons Subdivision
( ~ '~PUBLIC WATER AVAILABLE
( | ) COMMUNITY WATER AVAILABLE
/h/
PUBLIC SEWER AVAILABLE
COMMENTS:
71-014 (Rev. 5/83)
CHECKLIST
Case # ~,'ti
WASTEWATER DISPOSAL
Public Sewer
Subdivi ioa
Zoned ~ ~ Date ~°f~-~
__Community Onsite Sewer ~/Single-family Onsite
~S~oil tests stamped by engineer, signed, dated, identified, etc.;
/~Suffieient soil tests to characterize minimum of 50% of subdivision
/~'h probable absorption field areas;
oil test locations accurately identified;
Perc test data adequate;
Groundwater monitored for 90 days, with last month occurring
between June 1 and October 15;
Accurate topographic map;
Slope <25% in general region of original and replacement sites;
D.E.C. approval of community system plans (if applicable);
Bedrock outcroppings or shallow depth to bedrock;
Sufficient setback from creeks, major drainages, other water bodies;
Sufficient setback from cutbank or bluff;
Sufficient setback from probable private well locations;
Sufficient setback from community well(s);
Sufficient setback from curtain drains;
Curtain drains installed and ground water monitoring results shown;
Thorough site visit (walk-through) completed;
Minimum proposed lot size meets with DHEP and Zoning criteria;
One original plus two replacement sites delineated for each lot,
while maintaining all separation distances between replacement
sites, property lines, water supplies, water bodies, probable
building structure location, cutbanks, bluffs, etc., aud in areas
having less than 25% slope;
WATER SUPPLY
Public Water
Community Water
Single-family Wells
D.E.C. approval of community water supply;
Known water supply problems in the area;
Water rights applied for from DNR for community wells;
Meets all separation distances;
Sources of contamination identified (dumps, chemical storage sites,
etc.;
Adequate water supply and acceptable water quality;
Review conducted by
KB5/eJ/D18
Date
INC/'
S~A
SOIL LOG
PERCOLATION TEST
' SLOPE SiTE PLAN
141'tM ?~¢E 51~-T-- --"-'
WAS GROUND WATER
ENCOUNTEREO?
IF YES, AT WHAT
OEPTH?
Gross Net Depth lo Net
Reading Date Time Time Waler Drop
~_ 1~_~3.5 /~,~ 4 2 ~" Z~"
2248-E
S;OIL LOG
, INC.
RO HIGHWAY
SOIL LOG
PERCOLATION TEST
16-
14,o-/(~,o G P
~.~
2248-E
ETI
2
PE RCOLA fi(iN
/ /~ BEDROOMS
SiTE PLAN
w ':
WAS GROUND WATER ~ O S k'--
IF YES. AT WHAT ~ I-,..-~' ~ :~1 ~? F} :~,-~
L
Reading Date
G{OSB Net Depth to Nel
Time Time Waler Drop
Z
Z3
A 4-3
PFRCOLAflON RATE ~ . ~ ~ (minulesl,nch]
SEWARD HIGHWAY
ANCfI~RAGE, ALASKA 99502
(go7) 349,6561
SOIL. LOG
PERCOLATION TEST
16-
WAS GROUND WA]EH
DEPTH
(PEET)
W
L
0
P
E
ENGINEE~RS, IN
1125 OLD SEWARD HIGHWAY
ANCHORAGE, ALAS~(A 39502
¢907i 349.6561
3
5
-6
8
13-
20-
DEPTH
(FEET)
SOIL LOG
PERCOLATION TEST
BLOPE
o,o -- I(o.O 5A~VH
2248-E
JOB NUMBER
SITE PLAN
~UND WATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
W
Net
Time
E
,Waler I DrOp
INC, SOIL LOG ·
TEST
0.lo.wAY PERCOLATION TEST
~_ ~_ ._gao ¢_. a ~__~_e' ~,
~"--'
WASENCOUNTERED?GROUND WATER ~ ~ ~ oSL
IF YES, AT WHAT
DEPTH?
Gross Net Depth to
Reading Date Time Time Waler D~op
2248-E
DATE
INC,
RD HIGHWAY
SOIL LOG
PERCOLATION TEST
JOB NUMBER
SLOPE
BOIL LOG
/ /~ BEDROOMS
BITE PLAN
15.
10-
2248-E
DEPTH
(FEET)
WAB GROUND WATER
ENCOUNTERED?
iF YES. AT WHAT
DEPTH?
W
Reading
Gross Nel Depth Io Net
Dale Time Time Waler Drop
I
Z
5
:123 /0 ~
2;45
PERCOLATION RATE
TEST RUN BETWEEN
(mJnuteslmch)
4'0 FTAND ~0 FT
AN~{ORAGE ALASXA 99502
(gOZ] 349.65~
SOIL LOG
PERCOLATION TEST
OATE PERFORMED
11 ~ WAS GROUND WATER
12-
14-
15-
DEPTH
· (FEET)
W
E
AND ~) F I
SOIL LOG
t~'-~PERCOLAT~ON
TEST
PERCOLATION TEST
1,0.-~,0 :, ~ ~'1 ,~,4ut z_ ~
~P
~V ~-~y WAS GROUND WATER
IF YES. AT WHAT
DEPTH?
Reading Date Time
£
Time Water
Net
Drop
2248-E
DEPTH
(FEET)
DATE .
': & ENGINEERS, INC..
M25 O~D SEWARO H)GHWAY
ANCHORAGE, ALASKA 99502
(90?) 34g.6561
LEGAL
7
12
13
COMMENTS
SOIL LOG
PERCOLATION TEST
JOB NUMBER
()ATE PERFORMED
io,o~ Ib.O ,SA~bH
SITE PLAN
E
Reading
2
[)ATI
ENGINEERS, INC.
1125 OLD SEWARD HIGHWAY
SOIL LOG
PERCOLATION TEST
SOIl LOG
TEST
L~eo~,,',l .~ St, ~o~sr'
7
8
9
10
11
12
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
~9~ ' 2248-E
20 .--~
DEPTH
(FEET)
/984
Gross Nel Depth to Nel
Reading Date Time Time Water Drop
3
To I
DATE
ENGINEERS, INC.
?t25 OLD SEWARD HIGHWAY
ANCHORAGE, ALASKA 99502
(907) 349.6561
SOIL LOG
PERCOLATION TEST
LEGAL
/ /~ HEDROOMS
SITE PLAN
Z
11-
17
2248-E
WAS GROUND WATER S
ENCOUNTERED? NO L
P
E
IF YES. AT WHAT
OEPTH~
W E
Gross Net Oeplh
Dale Time Time Water Drop
............... z ~ ~3 zO ~" /~z~"
DEPTH PERCOLATION RA ~ ~)
{FEET)
CERTIFIED BY
DATE:
,b '/Il h, 3 0[H0 ,,)/§8d .........
f ~ GIEOLAB
I~l ~nchorog~, /~lo~ko
,!~ :544- 0042 SOILS L(
SLOPE
SITE PLAN
bi-I,,
IF YES, AT WHAT ~,~
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE__ ~//_~'t/~/'/~,
TEST RUN BETWEEN
..... , ~ ~ ~~/ ~1~~~