HomeMy WebLinkAboutLot 019
GRL..I'£R ANCHORAGE AREA BO~,,JUGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
MATERIAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID C A PAC I TY/~/~/'~(~GA L LO N S.
?'-
D,STANCE EROM WELL
NUMBER OF LINES_
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
FOUNDATION
DISTANCE BETWEEN LINES
SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
MATERIAL BENEATH TILE
/ TOTAL LENGTH
NEAREST LOT LINE ~------~0 OF LINES
TRENCH WIDTH IN. TOTAL EFFECTIVE
IN. ABOVE TILE IN,
WELL:
TYPE ___
BUILDING
FOUNDATION __
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST
LOT LINE_
OTHER SOURCES
DISAPPROVED
NEAREST SEPTIC
SEWER LINE__ TANK--
REMARKS
DEPTH
SEEPAGE
, SYSTEM.
DISTANCE FROM:
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE: ~.~
,5'0' 113~ ~
REMARKS: I~ ~
DIAGRAM OF SYSTEM
Form EQ-032 ~
PERMIT NO.
APPLICANT
LOCATION
LEGAL
H,BRR¥ WALTMRN SRR BO,"4 577
MI IN ON S BIRCHWOOD LP
SEC
~, TtSN R~W
- CHLIG IRK
LOT SIZE
t089~0 SQLIRRE FEET
T~'PE OF SOIL ABSORBTION S~STEM I--,. TRENCH
MA~4IMUM NUMBER OF BEDROOMS = -< SOIL RRTING (SD FT,. BR. - ±~.~
]'HE REQUIRED SIZE OF THE SOIL ABSORPTION SSSTEM IS:
[:,EF'-[H= ~] LE~GTH= ~58 GRR%~EL L]'EF'TH=~ ~
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DR8INFIELD,
THE DEPTH OF 8 TRENCH OR PIT IS THE DIST8NCE BETWEEN THE SURFFICE OF' THE
GROUND AND THE BOTTOM OF THE E×C8VATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GROVEL BETWEEN THE OUTFBL. L PIPE
AND THE 80TTOM OF THE E~CBVRTION (IN FEET).
RE;]ILIIREC. SEPTIc] TR~-~K~ SIZE= ~_(~80 ~]~L_LC~-~S
BACKFILLING OF ANY S~STEM WITHOUT FINAL INSPECTION AND APPROVAL B~ THIS
OEPRRTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTRNCE BETWEEN R WELL RNQ RN~ ON-SITE SEWRGE DISPOSRL S~STEM IS
i00 FEET FOR A PRIVRTE WELL OR 200 FEET FOR R PUBLIC WELL.
WELL LOGS RRE REQUIRED RND MUST 8E RETURNED TO THE DEPRRTMENT WITHIN 30 DRYS
OF THE WELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
F'ER~-,'! I T '-.-"F~L ! D F~-DR £~[-~E "¢ERR FR .r]l-1 I
I CERTIF9 TMRT
~: I BM FRMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
FORTH BM THE MUNICIPFILITM OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN RCCORDANCE WITH THE CODES.
_~: I UNDERSTAND THAT THE ON-SITE SEWER SMSTEM MB¥ REQUIRE ENL8RGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS.
s, .............
CONSULTANTS, INC. ,IUNEAU
May 18, 1976
R & M No. 656239
Mr. Harry Waltm~an
577 SRA South Birchwood Loop
Chugiak, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
Lot 19 Sec 25 T15N R1W S.M.
Dear Mr. Waltman:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject iste. This
investigation was performed in accordance with your request'of May 17,
1976 and those procedures outlined in a letter dated July 15, 1976
by Mr. Roll Strickland of the Municipality of Anchorage, Department of
Environmental Quality.
A single test hole was put down Within the Lot 19 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with a bachoe and the test hole was
extended to a total depth of 10.0 feet below ground surface. The final
log prepared for the test hole has been included in Drawing A-01.
Ground water was encountered in the test hole at a depth of 10.0 feet.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M CONSULTANTSw INC.
JWR/WED/pe
xc: Municipality of Anchorage
TH 1
5-17-
SILTY
(GM)
SANDY GRAVEL
SAND, T~ACE
(SP)
10.0'
W.D.
GRAVELLY SAND
(GW- SP)
120 Sq. ft/bedroom
0.0~
4.0I
10.0' T.D.
TH 1 O
Log Represents Location
of Test Hole Lot 19
Section 25 T15N R1W S.M.
DWN,
CKD: WED
DATE: 5-18-76
SCALE:. 1"=3 '
Log of Test Hole
Harry Waltman
Anchorage, Alaska
GRID:
PROd. NO. ~'~ 6'239'
DWG. NO. A-01~