HomeMy WebLinkAboutSTIRLING S-7890
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY:
SUBDIVISION OR PROJECT TITLE:
Lots 124A, 124B Stirli'ng Subdivision
COMMENTS:
ALASKA IUIROFIMd]TAL £OI]TROL
~n~in¢~Hn~j ~- (~nuironm~nlal Studks
7,8 9 0 OCT 2 ~,$84-.;
S~HUIC~S, IDC.
PERCOLATIDN TEST DATA SHEET
CLIENT ._~i/~//J//~y~, DATE
/
ADDRESS~' ~ ~ ~
ZZP CODE~
LEaL LOCATION ~/~ ~_~
~o~A~ ~, o~ ,o~ ~.~ ~.
ZONE TESTED., ~,~ ft TO ~..~ ft
READING # CLOCK TIME NET TIME DEPTH TO NET DROP ~TE (min/in)
DATUM
~,.'m ~ ~ . ~z
PERFORMED FOR:
LEGAL DESCRIPTION:
5
6
7
8
9
10-
11
13-
14-
15-
16-
17-
18-
19-
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
PERCOLATION
TEST
SOILS LOG - PERCOLATION TEST
DATE PEREORMED: .
SLOPE SITE PLAN
WAS GROUND WATER ~) SE
ENCOUNTERED?
DEPTH?IFYES'ATWHA~- ¢~/~ E
Gross Net Depth to Net
Reading Dat6 Time Time Water Drop
./ ~.lZ¢ ~;~s /~ .~ ,~
TEST RUN BETWEEN "~'~-~_~F_ T-- ~'~--~ND~ ~ FT
PERFORMED FOR:
LEGAL DESCRIPTION:
MUNICIPALITY OF ANCHORAGE ~ ~c
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION OLATION
SOILS LOG - PERCOLATION TEST
lO-
11-
!16 .-, ',.' .
17
SLOPE SITE PLAN
.__ ~;,,, ~. )'
5 WASGRO"NDWATER
[~) DEP'rH? ' ~,
;%,
'~ Grbs~ Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~.,.'- '~ Jlr~i,ut,~)~ch)
~ '.-'/'~;I/,e ~ · ..,: ......
'.~ .. · .~ ~'
7~.oo~ t~/7~) -. ~ · - 'f,.../2~,'.--..,?'
IGHT LANE ,
NE ,~, Sec. 55, T 12N.,R.,SW, S.M.
Scale: 1"= 100'
lO0' 75' 5d 25' 0 lO0' 200' 300 400'
Contour Interval: 9~'
Date of Original Photography: October 7, 1973
DATUM
tlORIZONTAL: ALASKA STATE PLANE. ZONE 4
VERTICAL: GAAB I'OST QUAKE, U.S.C & G.S. , M.S.L. 197'2
. . Mapped by: .~
WALKER, ALASKA /iVC. ..,
Anchorage Alaska
CHECKLIST
Case # ~f~
WASTEWATER DISPOSAL
Public Sewer
Subdivision~ i ~
Community Onsite Sewer
Zoned
Date
~S~ngle-family
Onsite
Soil tests stamped by engineer, signed, dated?~iden~ified, etc.;
_. Sufficient soil tests to characterize minimum of 50% of subdivision
in probable absorption field areas;
Soil 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 curtai~ 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., and in areas
having less than 25% slope;
WATER SUPPLY
Public Water
Community Water
~mily 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