HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 3 LT 41LL
LoT'
GRE?'ER ANCHORAGE AREA BOF UGH
Department ~3E0n~ir~rneme;ntal Quality
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME ~/~V~//~'/?~'//:~/~/~ MAILING ADDRESS
LOCATION C
SEPTIC TANK:
DISTANCE (~'l
FROM WE LL"~(bW~ ~
INSIDE LENGTH
MANUFACTURER .~
INSIDE WIDTH
MATERIAL
NUMBER OF
COMPARTMENTS
LIQUID DEPTH __
LIQUID CAPACITY /(~l~ GALLONS,
SEEPAGE
NUMBER OF PITS __ DIAMETER __
OR WIDTH LENGTH DEPTH
LINING MATERIAL CRIB SIZE: DIAMETER__
BUILDING FOUNDATION ~ NEAREST LOT LINE
ADDITIONAL ABSORPTION '-~-~- ~,- -~% ( L~-t~
DEPTH DISTANCE FROM: WELl
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) .SQ. FT.
WELL:
TYPE ~)~3 i~,
CONSTRUCTION
DEPTH DISTANCE FROM:
BUI LDI NG NEAREST NEAREST SEPT lC SEEPAGE
FOUNDATION __ LOT LINE SEWER LINE TANK SYSTEM
CESSPOOL
OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY: ~2/~
PiPE MATERIAL: ~) ~-Q~,~'-
LOT SLOPE:
REMAR KS: '' ~t-L~.~L .L~~
Form No. EO-031
DIAGRAM OF SYSTEM
DATE (~/~)"~/~¢-~ APPROVED
G.A.A.B.
LE[:iRL
L Efl~-~E"F~:REE [:,RIVE
L.:I-'..E EELS: ~,/FILLI 'v'LIE '.E;UB[:,
T"r'F:'E ()F 'j~L''J'I PB=,-RE, ] .~ =,T_lEfl £DE~",I_.H
["IR::':: I i"llJi"l ., -., -, ', ' ', .... c' '::' " .... I ..... :: ?4 -]
~",ILII]E, ER OF EE[..,~.LLi']-, = -' '.'5oiL ~pITN~ - F"T,'*E:R[: .........
THE REC!LIIRED SiZE OP' THE ~;Oit_. FIBSORF'TION 2;'¢STEM
E]:, LEi !~'' ~" ~--~ ~ J_ ~e ~_ E: [%~
THE LENGTH DIMENSION IS THE LENGTH (IN FEET.'." OF 'THE TRENCIq OR DIRi~INFiELE).
THE DEPTH OF R 'FRENCH OR F'ZT ~E; THE D~SI'RNCE BETHEEN 'file SURFRCE OF THE
L~ROLIND RND ]'HE BO'l-TOfd OF THE EXCRVR'FION (IN FEET).
I'HERE IS NO 5;E'f' HiDTH F"R TRENCHES.
' ," =EM EL, E,E I HEEN THE OUI"FFI[_L. PII-:'E:
THE GRRVEL DEPTH I=, THE MINIf'lt_lhl DEPTH OF I'*""s'' " .... '"' '
8ND "IHE 80"I'TOH OF THE EXCRVFITZON ,:]IN FEET).
E:RCK:F);LLING OF RN'¢ S'¢2;TEhl HZI"HOU'I- F'~NRL ~NSPECTZON RNE:' RPPROMRL. B'¢ 'I'HZS;
DEF'RR'I'NENT [4ILL BE SUD.3ECI' TO PROSECUTION.
HXNZFILIN D~S'f'RNCE BE'T'HEEN R NELL RND RN'¢ ON-S]'TE SE]4FIGE DZSF'OE;FIL S'¢2;'I"EH IE;
:LOE~ FEE'f' FOR R F'RZ',/RTE HELL OR 288 FEEl' FOR R PUBLIC HELL,
SF'EE:~F~E:RTZON'.5 RNE:' CCmNSTRUC'I"~ON
I N?f'RL.LRT I ON.
t _.El4 IF T TiqRl'
· 1_: i ElM ~-hf'lIM_~. £4ITH THE RE;C!UIIEfEMENT~ FOR LN-=,IYE =,ELIER._, FIN[) HE. LJ ......
]~:: I Lh.~.E~_,IIqN[. THRT THE UN _I I E SEHER _,~:,TE[I FIR's' REC¢.IIRE ENLFtRGENENT IF /'HE
F'E':;IE',ENF:E ]":; ~'EHF~[':,ELE[:, TO INCLUE:,E H~E I'HRN Z;~ BEDROOHS.
RPPL I C6NT HHW,/ELLE,/H~RR I
Performed
Leoal
This
"On~ ~. is worth a tho~san~ o~i~ions"
2204 Cleveland Anchorage, Alaska 99503
For Harvelle/Harrison Date Performed 6/15/76
~escriDti0n: Lot 41 Block 3 Subdivision Valli-Vue Estates
Korm Renort$ Soils Loq yes"' Percolation Test.
Penth
Feet
'4'opso~£
Soil Characteristics
4-- Sandy Gravel (GP - GW)
m
lQ-- Silty Sand (SP)
12
14--,
16--
18
Gravelly Sandy Silt
(ML - SM)
20--
Bottom of Test Hole
Was Ground Water Encountered? No ~De
I~ Yes, At what Depth?
)
I Readinq Date Gross Time Net Time Depth to H20 Net Dron'
I
I
Percolation Rate Minute
Prnposed Installation: Seenaoe Pit Drain Field
Deoth of Inlet Depth To Bottom Of Pit Or
C~!AENTS: 100 Square Feet drainaqe area required ~er bedroom.
No ground'water or bedrock encountered.
lrench
Test Performed By ~/m//~Mac ~/z~/W~_____ Data Certified B~:CONSTRUCTION TE~B
kJim Ma Date: 6/16/76
"ONE TEs'r IS WORTH A THOUSAND OPINIONS"
2204 CLEVELAND AVENUE · ANCHORAGE, ALASKA 99503 · 277-0231
June 17, 1976
Harvelle/Harrison Development Co.
Calais Office Center
3201 C Street, Suite 217
Anchorage, Alaska 99503
Re: Soil Tests in Valli-Vue Estates
Attention: Richard H. Matthews
Dear Mr. Matthews:
Enclosed are the results of the four soil tests requested
by your office. Percolation tests were performed on Lots 18
and 19 of Block 4. Visual analysis tests were performed on
Lots 40 and 41 of Block 3.
The enclosed forms are to be submitted to the Municipality
of Anchorage, Department of Environmental Quality for permits.
If you have any questions, please contact our office.
Very truly yours,
CONSTRUCTION TEST LAB
ames D. Mack
Laboratory Manager
JDM/ss
enclosures