HomeMy WebLinkAboutELMORE BLK 1 LT 2 REME
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~ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
,L,NOADDRE
LOCATION ~ ~ NO, OF BEDROOMS
,,,o,, ,-,, /
~ ~ Menuf~cmrer ~ Material Liquid cepeciw in ~llon~
~ Well
...o,,,../ ,..,,, o, c,,,~ '°'" ""'~'"r ""'" ~b
~ ~ T~ of tile to finish grade0 ~ Material
0 ~ inches
Length W~dth ~pth PERUIT NO.
~ ~ Ty~ of crib Crib diameter Crib depth Total ef f~li~ absorption area
m Well Building f~ndation Nearest lot line
~ DISTANCE TO:
~ Class Depth ~riller D~stance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Se~ line Septic tank Absorption area(sD
OTHER
/~ ~
[Rev. 3/78)
PEA'lIT
I"ILII'-.I 'Ir C 'Ir .F'~L ! TY Of Rr~Chi~RRt]E ~:~/~S~/K~/
DEPARTMENT OF ,ERLTH AND ENYIRON~IENTAL P TECTION
APPLICAflT
LOCATION
LEGAL
825 /L~ STREET,
OP~--SITE
R~ICHORRGE, AK. 9950f
264-4720 - -
SEllER PERM ! T
P.O. BOX 4 ~438
INTERSTATE C0
DERR~ON RD
LOT 2 BLK 1 ELMORE SUB
276 2212
LOT SIZE 20000 SOLRRE FEET
TYPE OF SOIL ABSORE:TION SYSTE[i IS: DRAINFIELD
I'IRXI~IUf'I NU~'IBER OF BEDROOMS
SOIL RATINI3
THE REQUIRED SIZE OF THE SOIL RBSORPTIOH SYSTEM IS:
DEPTH= 4 LE[4GTH= 6'i 6RAVEL DEPTH= 5
THE LENGTH DI~IENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEH THE SURFACE OF THE
GROUND RND THE BOTTOM OF THE EXCAVATION (IN FEET).
THE TREf4CH bJIbTH IS 5. E~88 FEET
THE 6RRVEL DEPTH IS THE f~IHI~IUf'I DEPTH OF GRAVEL 9ETI,EEN THE OUTFRLL PIPE
A~'ID THE BOTTOM Of THE EXCAVATIOH (IN FEET).
REQU I RED SEPT I C TA I",1 I'( $ I ~--'E= :Lr-40E~ 6t:tLLOf4$
PER,lIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTI'IENT DURING THE
INSTALLATIO~I INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
TlWCm ~ 2 ) I f4SPEOT I 014S ARE REt4. LI I RED
BACKFILLING OF AHY SYSTEM WITHOUT FINAL INSPECTION AND RPPROVAL BY THIS
DEPARTf'IENT ~IILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A ~IELL RND ANY ON-SITE SEWRGE DISPOSAL SYSTE~I IS
400 FEET FOR A PRIVATE WELL; OR
i50 TO 200 FEET FROf'! A PUBLIC I.~ELL DEPENDIHG UPON THE TYPE OF PUBLIC ~IELL.
OTHER REQUIREf~ENTS ~iAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAm5 ARE
AVAILABLE TO INSURE PROPER IHSTALLATION.
PERf'l I T EXP I RES_ DECEMBER _s
I CERTIFY THRT
l: I A~4 FA~'IlLIAR WITH THE REQUIREMENTS FOR ON-SITE SD.ERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTB4 IH ACCORDRNCE WITH THE CODES,
~: I UNDERSTAND THAT THE ON-SITE SEI.ER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS RBIODELED TO I~UBE %qOBE THAN ~ BEDRO0~IS.
RPPLICRN~ INT~E CO
PERMIT NO.
APPLICANT
.~OCATION
.LEGAL
INTERSTBTE CO. __ P.O. BX 4-14~8 ANCH
LT. 2 BLK. I ELMORE S/D-- r LOT SIZE
'I"'ILI I'-,.I .I C-.- 1' Ff'"~i L 1" T¥ OF R I",1 CH r"~-. FI G E 4~~.~
DEPRRTHEHT OF HEALTH AND ENVIRONMENTAL PF:OTECTION
825 "L" STREET, ANCHORAGE., AK. 264-4?20
27~-22!2
20000 SQUARE FEET
TYPE OF SOIL RBSORBTION SYSTEM IS: DRRINFIELD
MA:~IMUH NUMBER OF BEDROOMS = ~ ~i~'-~OIL RATING
FT/BR)=
THE REQUIRED SI~E OF THE SOIL ABSORPTION SYSTEM IS:
DEPTH='-~ LE[~GTH= RR'~EL DEPT
THE LENGTH IHEHSION IS THE LE (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF 8 TRENCH OR PIT I~ TH~ DI~TRNCE~N THE SURFACE OF THE
GROUND AND THE BOTTOM OF TH~ E~CRVRTIOH
THE TRE[~CH ~JIDTH I~ --.. '~8~ FEET
THE GRAVEL DEPTH IS THE MIHIMUH DEPTH OF GRRV~:BETHEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE E~CRVRTIOH (IN FEET).
RE~LIIRED SEPTIC ~TR[WK~~= ~ GRLLOr~S
F'E~r4IT APPLICANT HR~ THE R,SPON, IBI~IA~ ~HIS DEPARTMENT DURIHG THE
INSTALLATION INSPECTIONS OF~N'¢ WE~E~RD~CEHT TO THIS PROPERTY RHD THE
BACKFILLING OF ANY SYSTEM WIT~3U '/FIr~L INSPECTION RHD APPROVAL BY THIS
DEP.RTHENT W'LL B~ SUBJECT ~ ~R 'SECU:,ION.
MINIHUM DISTANCE BETHEEN R WELL~ iND RNz' ON-SITE SEWAGE DISPOSAL SYSTEM
19~ FEET FOR R PRIVATE WELL~ OR
15~ TO 2~0 FEET FROM R PUBLIC HELL DEPENDIHG UPON THE TYPE OF PUBLIC WELL.
OTHER REQUIREMENTS HAY RPPL~. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS PRE
AVAILABLE TO IHSUR~ PROPER INSTALLATION.
F'ERI"I I T EXP I RES DECEMBER ~'!.,
I CERTIFY THAT
l: I RH FAMILIAR WITH THE REQUIREHENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL IHSTRLL THE SYSTEM IM ACCORDANCE WITH THE CODES. '
2: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM HAY REQUIRE ENLRRGEHEMT IF THE
RESIDENCE IS REHODELED TO-IHCLUDE HOPE THAN ~ BEDROOMS.
iPPLICRNT .
._ ......... DATE ...... V]L 2
/
/
~204 CL£V~LANO AV[NU~ · ANCHORAGe. ALASKA gg~03 · ~77.023!
June 30, 1978
Lawrence L. Summers, A.I.A.
Department of Public Works
Municipality of Anchorage.
Pouch 6-650
Anchorage, AK 99502
RE: Rabbit Creek Wire Center
Gentlemen:
Enclosed please find the result's
test performed on June 27 on the
project.
of thg percolation
above referenced
If you have any questions,
Very truly yours,
CONSTRUCTION TEST LAB
David Paul
Laboratory Hanager
please call our office.
2204 Cleveland Anchorage, Alaska 99503'
erformeg FOr City of Anchorage O&tE Performed 6-27-78
eno1 ~escrintion: Lot 2 Blocl:_l Subdtvisi'nn £1moro Sul~!v?-~t~ ·
his term Reports Soils Lea Yes Percolation Test__ _
(66' S. of Denrmoun Road)
~enth '
5otl Characteristics
....... ' ' ._1
Broun Sandy Gravel utth
_~ . cobbles & boulders
S -
: Silty Sandy.Gravel
0---
Bottom of Test Role
:0 -
%~as Ground %,'ater Encountered? .. d'~ I~ I.II1't-i 1) :! I, ;i__ll
14ate'r seepage ac 7.5'. ' °X)0 ~ 'l ] : I
I t I i t ; ; ' -I
I¢ Yes, At what Depth?
I t I . ! ; I ; .
I'
Grnss Time Net Time Depth to H20 Ret Oro~
.~_~___~--~.
Percolation Rate Hinute
Prn~osed lnst~ilation: Seenaoe Pit Drain Field
Oeeth of Inlet Depth ID Bottom Of Pit Or lrench
C~I'[NIS: i00 Sq. Ft. drainage arearequir~d per hodrnnm Frn~ ~.,,~
~50 Sq. FC. drainaRe area required per bedroom from minus 7'
-- gc xs cecom~ended, f~C y~l use the top 7 feeC due to the ~ater
T~st Performed By ~/&~/, ~ _ Data Certified E~: CTL
~ 0ate: 6-27-78'