HomeMy WebLinkAboutSHAWN Lots 1 & 2 S-79215}}aoa
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER:
S-7921
DATE RECEIVED:
November 5, 1984
COMMENTS DUE BY:
November 23, 1984
SUBDIVISION OR PROJECT TITLE:
Lots 1, 2 Shawn Subdivision
( ) PUBLIC WATER AVAILABLE
( ) COMMUNITY WATER AVAILABLE
( ')PUBLIC SEWER AVAILABLE
COMMENTS:
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SOILS LOG
MUNICIPALITY OF ANCHORAGE
PERCOLATION
DEPARTMENTOF HEALTH AND ENVIRONMENTAL PROTECT TEST
625 L. Street, Anchorage, Alaska 99501 264-4720
I
SOILS LOG -PERCOLATION TEST
PERFORMED FOR: `r i ! L'�G� '✓ ��- +�� _ DATES PERFORMED:Z 7
LEGAL DESCRIPTION:
SLOPE SITE PLAN
DEPTH / t
(FEET) �V //O/
2
3
c•
4 C
5 C/
:G
6 i
7 O�U
8 �U
9
10
11 ) 1
12
13
14-
15-
16-
17-
18-
1'q'-
415161718 1$' L
20:
LAMENTS_
cc., Zile s
l
c� t
WAS GROUND WATER
ENCOUNTERED?
/J(f 7-7D/'t'/ D YES, AT WHAT/Alf t
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■■■■■R■■■■
Date
Time
Net
Time
Depth to
Water
Net
Drop
■■i■
■■■■.
MEIN
NONE
■■I�■■■■■■■
me
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ME
ME
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Reading
Date
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Net
Time
Depth to
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Net
Drop
TEST RUN BETWEEN
r I SREI186;t
PERFORMED�Vt-�.IjLI: PIlfm Al f QVA ='w CERTIFIED
PH. 6y�-2yi J
72-008 (6/79)
rM
261984
FT
DA
C H E C K L I S T
SUBBDD /VTI,SIgONN� REVIEW
Case ak Subdivision -'B Zoned Date
*
WASTEWATER DISPOSAL
Public Sewer Community Onsite Sewer Single-family Onsite
Soil tests stamped by engineer, signed, dated, identified, 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 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., and in areas
having less than 25% slope;
WATER SUPPLY
Public Water Community Water Single-family Wells
a y
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
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