HomeMy WebLinkAboutT13N R3W SEC 30 KIMO/KHAR 3900 Old Seward
IVIUNICIPALIT¥ OF ANCHORAGE
· DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Abska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
LEGAL DESCRIPTION
LOCATIO3~'~ ~ (~-d ~ NO. OF BEDROOMS
~ ~ DISTANCE II ~ Absorption area Dwelling PERMIT NO.
i ~capacity in gallons ~DE: ~idth Liquid de~
~ Li uid capacity in gallons
~ ~ Foundation ~R~
-- ~ ~ Total length of lines ~rench width
-- __ '~ Mater~,,~/
~ ~ ~ Top of tile to finish grade inches Total effe~ption area
Length Width inches
~ ~ ~e~ Crib~ Total effective a~area
~ DISTANCE TO: Building foundati~ ~res~
~ Class / Depth Driller
m /N
~ CE TO: Building foundation Sewer line / Septic tank ~ Absorption area(si
OTHER
PIPE MATERIALS
SO~L T~ST RA~NG
DATE LEGAL
264-4F2E4
'PPL%CANT ~RCJ ENT. FOR KXMO TV
J]ORTION =.BTH & OLD SEWARD -'
'YPE OF SOIL ABSORBTION SYSTEM IS: DRAINFIELD
IAXIMUM NUMBER OF BEDROOMS = ~ SOIL RATING (SQ FT?BR)=
"FIE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
0
7'HE LENGTFI DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR [:,RAINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE Eh".CAVRTION (IN FEET).
]--~H~E TE:E~'-.liZ:F~ ~---! ]E [:¢ TH I 5 ,-9. ~.~.~E-~-..~-~ FEET
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OLITFRLL PIPE
AND THE BOTTOM 3F THE E,.-,L.R,HTIuN ..IN FEET.¢.
// /~ ~
'ERMIT RF'PI. ICRNT NAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING TNE
NSTRLLRTION INSPECTIONS OF ANY HELLS ADJACENT TO THIS PROPERT'¢ AND THE
lUMBER OF RESIDENCES THAT THE WELL MILL SERVE.
ACKFILLING OF ANY SYSTEM WITHOLIT FINAL IN--,PECTIuN AND HFFD_~RL ]"HIS
EF'ARTMENT WILL. BE =,UE, JEC F TO FRu=,EL. UTI
INIMUM DISTANCE BETWEEN R WELL. AND ANY ON-SITE SEWAGE DISPOSAL S'¢STEM IS
08 FEET FOR R PRIVATE WELb OR
50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE T~'PE OF PUBLIC WELL..
THER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUE:TION DIRGRRNS ARE
VRILRBLE TO INSURE PROPER INSTALLATION.
F"EF:-:[-"~ I T E,,--.F ][ F..E_.. [:'EE:EI"IBEF-: 3:1.. 1 ........
CERTIF'¢ THAT
: I RM FAMILIAR HITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
OATH B'T' THE MUNICIPALITY OF RNC:HORRGE.
: I WILL INSTALL THE SYSTEM IN RCCORDRNE:E WITH THE CODES.
: I UNDERSTAND THAT TFtE ON-SITE SEWER S'T'STEM MAY REQUIRE ENLARGEMENT IF THE
E_,IE. ENuE IS REMODEI_E[:, T0 INCLUDE f'10RE TARN
IGNED '~ '
AN'rRCT TV
_.,., ........
BSLIED E:Y_ _ TE ....
2204
CONSTRUCTION TEST LAB '
"One Test is worth a Thousand Opinions"
Cleveland Anchorage, Alaska 99503 277-0231
rformed for
RCJ Enterprises (KHAR)
[al Description: Lot - Block
is Forth reports: SOILS TEST
Sections 29 and 30, T13N, R3W, S.M.
~pth Soil Characteristics
~et
__1' Peat
__6'
Brown Sandy Silt (ML)
(Wet)
Bottom of Test Hole
Date Performed
Subdivision -
PERCOLATION TEST
7/20/79
Ground Water Encountered Yes
YES, What depth? 5'
~ding
Date
Gross Thne
Net TLme
Depth to H20 Net Drainage
?colation Rate Minute
Proposed Installation: SEEPAGE PIT DRAIN FIELD
Depth of Inlet Depth to Bottom of Pit or Trench
~ENTS: Water Level too high for on-site Septic ~y~ms.
~t Performed by
Data Certified By:CONSTRUCTiON Date : 7/24/79