HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 6 LT 27 GRE/- ER ANCHORAGE AREA BO UGH
Depart menb ~3E0n;ir~en~; nt al Quality
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE ~ ~'~*~/~' .~ NUMBER OF
FROM WELL ~ANUFACTURER~ MATERIAL COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __.LIQUID CAPACITY //'~ GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER OR WIDTH LENGTH DEPTH /3 /
L,N,NG MATER,A[~ ~/~'~CR,BS,ZE: O,AMETER__DEPTH '~' D,STANCE FROM: WELL
BUILDING FOUNDATION ~-¢)/,~ NEAREST LOT LINE ~ /'''~' TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA)
SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE CONSTRUCTION DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE SEWER LINE TANK , SYSTEM
CESSPOOL
OTHER SOURCES
APPROVED J DISAPPROVED REMARKS
DISTANCES: DIAGRAM OF SYSTEM ,~j--Z;) /
INSTALLED BY: ~./c/,4'/.4-~4Y~ ~.~c
LOT SLOPE:
REMARKS: ~f ~
Form No. EQ-031
DATE
G.A.A.B.
GReATEr ANCHORAGE Area BOROUGH
~3ERMIT NO, .
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION Of: SEPTIC TANK SEEPAGE PIT , DRA)N FIELD ~ OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED J
COMPLETIONSO[L TEST RESULTSDATE ANTICIPATED--~~-~ ~--~. NOTE: THIS PERMIT IS NOT VALID WITHOUT =OIL TEST
FINAL INSPECTION: 24 HOUR NOT~CE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SiZE J~ TYPE SEEPAGE AREA SiZE TYPE
FOUNDATION TO SEEPAGE Pit ~ ~ / , DRAIN FIELD f~
"~ / , DRAIN FIELD ,//~) /
WELL TO SEPTIC TANK DRAIN 'FIELD
WATER MAIN TO SEPTI.C TANK
DRAIN FIELD
SEPTIC TANK, J~ /, SEEPAGE PIT
TO RIVER, LAKE, STREAM.
., SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
/
SEePage Pit /~)
/I~/ ~//DRAIN FIELD ~/O7
CAST IRON iNTO AND OUT OF SEPTIC TANK AND iNTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOil.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDINg INSTALLATION.
OR
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS Of GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE With SAiD CODE.
G?~ ]"ER ANCHORAGE AREA BOROUGH
Department of Envi,ronmeptal Quality
3330 "C" Street
Anchorage, AlasKa 99503 :,
Performed for ~. ~-~'~'-' Date performed
ih~s form reports: Sol]~ ]~og _-~- ,-- ..... Percolation test
Depth
Feet
4-
5-
8-
9-
11-
12-
13-
Was ground water encountered?
If yes, at what depth?
Gross Time Net 'rime Depth to H20 Net: Drop
-Reading
Percolation rlte
Proposed installation:
D~pth of Inlet
Date
ITl1 nu c~,
Seepage P~t ' '
Drain Field
Depth i:o bo~co,, of pit or t-~:~}i~]i ....
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519~6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
Complete legal description
Location ,(sidle address or directions)
6820 Crooked Tree Circle
Pr0per~y0wner "Ellen Simonet
Mailing address ~ ~';~o c¢~o~,~ r4,~,~ c,/~ ~,t /
· . Lending agency
Mailin. g address
Day phone 346-8289
/4.,., C (¢,~ .~. ,~ ~ '~- /icc
Day phone
Agent
Address
Day phone
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Unless otherwise requested, HAA will be held for pickup.
3
NOTE:
Individual well
Community well xxx
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site xxx
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72~25(Rev. 1/91) Front MOA#21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this'Hearth Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm s & S ENGINEERING
17034 Eagle ~iver LOOp ~oad No. ~'04 Phone ~' c~' ~ _ ~_~ 7~
Address Eagle RiYer, Alaska 9~)577
DHHS SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to sstisty certain federal and state requirements. Employees of DH HS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
RECEIVED
Municipality of Anchorage NOV 2 ~ 1008
DEPARTMENT OF HEALTH & HUMAN SERVICF-t~NiclP^UTy or ^NCHO~_
EnVironmental Services Division ENVIRONMENTALSEi{VICES 13[1~1~1~)
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Health Authority Approval Checklist
LegalDescription: LoT- ~-'7 /~¢.,c ¢ ¥4c~ ~/,~. ~7._ ParcelI.D.: 0l$- - ~D-3 ~ ~5'"'
A. WELL DATA
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
IfA, B, or C, attach ADEC letter. ADEC water system number ~IoG'
Date completed
Cased to ~'~Casing height (above ground)
Date of test FROMT'"
Static water level ~
Well producfion~ g.p.m.
WATER/~LE RESULTS:.
aple: Nitrate
Wires properly protected (Y/N)
AT INSPECTION
g.p.m.
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed $~t/~x/?~ Tanksize /eeo Number of Compartments ~ Cleanouts~/N).
Foundatoncleanout~N). ¥/L,f Depression(Y~ /,,o High water alarm (Y/~
Date of PdmPing ~1 / 3 ,/ o~ ?umper /~ /~o r~'
C. ABSORPTION FIELD DATA
Date installed ~- / ~/~ ~ ' Soi~ rating (g.p.d./ff~ or~ ~ ~ System ~pe ~ ~' ~
Len~ ~)~: ~- ~id~ L~::~ Gravel thickne~ below pipe G Total depth I ~ '/~
Effective ~sorption area ~ ~ ~r z Monitoring Tube present ~) Y~ r Depression over field ~ /" O
Date of adequacy test ~ / 3 / ~ ~ Results ~ail) ~ 5 ~ For ~ bedrooms
Fluid depth in abso~tion field before test (in.); 3 ~ //>" Immediately affer~a~ gal. water added (in.): E ~/>
Fluid depth ~ ~ /~ (ins) Minutes later:. ~ W Abso~tion rate = ~ ~O + g,p,d.
Peroxide treatment (past 12 months) ~) ~ ~ ~ow ~ If yes, give date ,
72-026 (Rev, 3/96)*
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Cycles tes~~
E. SEPARATION DISTANCES
Size in gallons .~-~-
"Pump on" le~ ~at*
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
On adjacent lots
On
.._-------'~~we r manhole/cleanout Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation ~' + Property line ~' + Absorption field.
Water main/service line
.Surface water/drainage /
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line /o ~ Building foundation /o ~-A Water main/service line.
Surface water ! e o / -~- Driveway. parking/vehicle storage area
Curtain drain ~. o ,,,/~_ ~< ,v~ ~'/,J Wells on adjacent lots
F. ENGINEER'S CERTIFICATION
I certify that I have determined ~
in conformance wl.'th M~O/A~AA/~uideli~esin._,,//~,~ ~_ /., effect on this date.
Signature ' / w~/ - · ~
Engineer's Name ~/~ ~' ~
Date ~ /~ / ~ ~
HAAFee $ ~ '~
Date of Payment / ~ ,f~z-~--~L~c)
Reoe,pt Number
Waiver Fee $
Date of Payment.
Receipt Number
72-026 (Rev. 3/96)*
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
CERTIF CATE OF NSPECT ON FOR HEALTH AuTHoRITY APPROVAL OF ': '
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING· ' ·'
Parcel I.D.# ~/~'-'/'2-.~-'~ -'~'-,~" . ... ~,AA# ~'-//~:~'O4:~2~.-.~/,
1. GENERAL INFORMATION (Must be'completed prior to submittal) .',-:" . .L. ·
(a) Legal Description (include 10b block, subdivision, section, township, rahge) '
Location (address or di ections) - , - -,' .,-~ ~
'-(b) Property owner //¢~ ~~ Teleph0ne:'(~m'e~ ~ Business~
~ailingAddress - ~ ~~ ~'~'~ ~r/~ ' '
(c)Lendinglnstitution &--~ ~~ T~I~
(d) Real Estate Company and Agent '~~ ~
Address ~
Telepnone ' ~ " ":~' ' ' ~ ~ "
(e)Mail the HAA to the following address: (or check here ~hold for pick up.) '
List contact person and day phone number below:
2. TYPE OF RESIDENCE
Single-Family~ Number of bedrooms 3
3.' WATER SUPPLY
Individual Well []
Community~ Public []
Note: If community well. system, must have written confi[mation from the State:Department of Environmental
Con~e~ati~)n' at~e'~tin~
4. SEWAGE DISPOSAL
On-site/~ ,3Public,'~
· / '; ,.: ..,. '. :.': ........ -:..'.-'.-'. -: .:,-.:-?r',, ;.,'et- sta ' ~rt ~:f,E~,i~n~ne:ntal..
Nole: If commum,ty well system must have written confirmation from the {e Dep merit' '
conB~ation'att~'sting to the legality) a'nd statLJs. : ..........
72-025 (Rev. 7/88) Page 1 of 2
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~ MUNICIPALITY OF ANCHORAGE (MOA)
/,,~-."~,.,.,~ Health Authority Approval (HAA)
MUN,CtPALI~~ CHECKLIST-FEBRUARY 1984
E~i~T~ENTAL pROT~ION 343-4744
Legal Description:
/
Well Classification
Well Log Present (Y/N) Date Complete~
Total~ ~~ Casedto Depthof
Grouting
Static Water Level"~,.~ Pump Set At
Casing Height Above Ground~-. Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N) ~~ .~epression Around Wellhead (Y/N)
SEPARATION DISTANCES FROM WELL: ~~~~ '--'~
To Septic/Holding Tank on Lot ...... ~~Lots
To Nearest Edge of Absorption Field on Lot __~;On Ad~ini~~
To Nearest Public Sewer Line To Nearest Public Sewer C~eanout~l~/~
To Nearest Sewer Service Line on Lot
If A, B, C, D.E.C. Approved (Y/N)
. Yield
Water Sample Collected by
Water Sample Test Results
Comments
; Date
B. SEPTIC/HOLDING TANK DATA
Date Installed /~, ~2~..- Size
Standpipes (Y/N) Y
Depression over Tank (Y/N)
Pumping/Maintenance Contact on File (Y/N)
Holding Tank High-Water Alarm (Y/N) IkJ//~r-
/~0¢~ No. of Compartments
Air-tight Caps (Y/N)
Foundation Cleanout (Y/N)
Date Last Pu m ped ~-../~(~-/'~O
~'~//~ ,for ~'-')//~"-
Temporary Holding Tank Permit (Y/N)
To Water-Supply Well
To Property Line
To Water Main/Service Line
To Stream, Pond, Lake or Major Drainage Course
Comments
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
.~///~ ~ Z(~Pt TO Building Foundation
~ ~.(:~:) 1 To Disposal Field
c3o(
72-026 (Rev 7/88) Fronl Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed I,~ ""~4~'~"
Width of Field ~1
· ~(¢, Gravel Bed Thickness (.~[
Square Feet of Absortion Area ~ ~ Statndpipes Present (Y~,N)
Depression over Field (Y/N) ~ "~ DatJ~ of Last Ad~,quacy'T~si
/q.o
Results of Last Adequacy Test ~ c-~+ ('~ '~ Cj .J~i~ ~/. (:~r-- ~
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply Well I,~ ;> ?~ fl To Property Line ~
To Building Foundation ~ zCF/01. To Existing or Abandoned System on
Lot ~J~/~- ; On Adjoining Lots .~ CO (~ fl
To Water Main/Service Line ~ ~){ ~¢-/' ~ To Cutback (if present)
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking ~r~or Vehicle Storage Area ~ C;:~'
Comments '~_ OL2 _
~ Tveeof System
--/
Length of Field
Depth of Field
D. LIFT ~
Date Installed % Dimensions
Size in Gallons ~ Manhole/Access (Y/N)
"Pump On" Level at ~ /J ?"Pump Off" Level at
High Water Alarm Level at ~ Vent (Y/N)
Tested for
Meets MOA Electrical Codes (Y/N)
Comments
/? /'
**Check Permitt/e/c~edroom R~ting Against HAA Request**
I certify that I//h)f¢/~//c~( (e.,¢/bve-~d, or conformed to all MOA and
inspection·/
Company
Date (~ '~'~' '
MOA No. t' _~- ~__~,,r-
Pumping Cycles during Adequacy Test.
nes in effect on the date of this
Engineer's Seal
Receipt No.
Date of Payment
Amount: $
72-026 (Rev. 7/88) Back
Receipt No.
Waiver Fee: $
Date of Payment
Page 2 of 2
' i'- ~, "~!?t ~',~'-'( .:~ :.~h~.--~--~ MuN C 15AL TY OF ANCHORAGE
· ' ,,;. ~..._ .,.¥~.:i.,;. ,.,., ,,~; ("'~, , Department of Health & Human Se.ices /~ '
'{ . '~-;~":~:~-~)~'~'~,~h~, ;";-, D ViS ON OF ENVIRONMENTAL SERVICES
· ' ' '~;z,, ~ '~.-~ :, "-~ · /.~ ... =~ .... 343-4744
':---~: '~"?:~:~¢g~-~: ~'g CERTIFICATE OF NSPECTiON FOR HEALTH AUTHORITY APPROVAL OF
'~-C - ON-S TE SEWER AND WATER FACILITY FOR S NGLE FAMILY DWEL
Parcel I.D. ~ ~' ~-~ HAA~
1. GENERAL INFORMATION (M~st be completed prior to submittal)
.... (a) ~egal Description (include Iht, block, subdivision, section, township, range)
Location (address or directions)
A~ ~ ~~one:(home) ~/~ Business
' M~iiing Add tess L~ '::-~' ~ ~ ~IST~,
(c) Lending Institution ~ ~&~¢ Telephone
, ' Mailing Address '~,C;~,~' '~-
(d) Real Estate Company and Agent
Address
..... Telepnone "ii~'~'~] "'~)
(e) Mail the HAA to the following address: (or check here~/~f hold for pick up.)
' List contact person and day phone numeer below:
d,
2. TYPE OF RESIDENCE
Single-Family~i~ Number of bedrooms
3, WATER SUPPLY
Ir~di~idual Well [] Community~ Public []
..... Note:,lf.~qommunity~welL system~ must have, w, ritten confirmation from the State Depar.tment of Environmental
:' Cons~i~aho~ ~ttestln~ ;~) t~'le~hty and S(atus:
4. SEWAGE DISPOSAL°,i~ ~
Note:' i~ ~or~'~'~Jni't~ll..~ys~m, must have wr!tten conflrmat,on from the State Department of Environmental
C~)nse~'vatio~ 'attesting' to'the legality and status.
72-025 iRev. 7/88) Page 1 of 2
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A. WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
CHECKLIST - FEBRUARY 1984
iCUNiCipALI f~ 4~:- J~l/~O RAGE
Legal Desoription:
AUG .t 7 1990
Well Classification ~/01¢jt..¢¢~,,.~.;.~
RECEIVED
Present (Y/N)
t~ C~sed to
Static Water Lev~,..~%
Casing Heig
Electrical Wiring in Conduit
If A, B, C, D.E.C. Approved (Y/N)
Date Completed
Depth of Grouting
Yield
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
SEPARATION DISTANCES
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
To Nearest
; On Adjoining Lots
joining Lots
Sewer Cleanout/Manhole
To Nearest Sewer Service Line on Lot
Water Sample Collected by
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed J'¢¢/~ Size
Standpipes (Y/N) T
Depression over Tank (Y/N)
Air-tight Caps (Y/N)
Pumping/Maintenance Contact on File (Y/N) ~
Holding Tank High-Water Alarm (Y/N) ~ /~
No. of Compartments
T' Foundation Cleanout (Y/N)
Date Last Pumped f;lt:J !~?~
;for
Temporary Holding Tank Permit (Y/N)
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water-Supply Well
To Property Line '~/¢
To Water Main/Service Line
To Stream, Pond, Lake or Major Drainage Course
To Building Foundation
To Disposal Field
Comments
72-026 (Rev 7/88) Front Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field //'/t//-'/,
Square Feet of Absortion Area
Depression over Field (Y4~
Results of Last Adequacy Test
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply Well
To Building Foundation
Lot g/~
TO Water Main/Service Line
Type of System Design
Length of Field
Depth of Field j.~
Gravel Bed Thickness ,r/~¢
Statndpipes Present~/N)
Date of Last Adequacy Test
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
To Property Line c~<¢) /
TO Existing or Abandoned System on
; On Adjoining Lots ~loO ~
,~-~ ~//" To Cutback (if present) ~/~
D. L"~-T-~A~TI O N
Date Installe8~---, Dimensions
Size in Gallons '~,~ Manhole/Access (Y/N)
"Pump On" Level at "'"'"~-~-~_~ "Pump Off" Level at
High Water Alarm Level at ~ .~,~ .. Vent (Y/N) _
Tested for ~- ~._~ .... --~. Pumping Cycles during Adequacy Test.
Meets MOA Electrical Codes (Y/N)
Comments
,nspect,on,/
Signed / ///~/~
MOA NO. "~
in effect on the date of this
Engineer's Seal
Receipt No.
Waiver Fee: $
Date of Payment
72-026 (Rev, 7/88} Back Page 2 of 2
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE WESTERN DISTRZCT OFFICE
3601 C STREET, SUITE 322
ANCHORAGE, ALASKA 99503
August 13, 1990
STEVE COWPER, GOVERNOR
563-6775
FOR: Corwin & Associates
Attn: John
PWSID: #210603
According to the records on file in this office, Valli Vue
Subdivision Water System is in compliance with the State of Alaska
Drinking Water Regulations.
Sincerely,
E.
Environmental Specialist
VEC:pf
CORWIN & ASSOCIATES, INC.
1000 E. Dimond Blvd. Suite 205
ANCHORAGE, ALASKA 99518
(907) 522-/.33.1
L2_7
O^LCULATED BY
CHECKED BY
DATE
i:ADEQUACY TEST
CORWIN & ASSOCIATES, INC.
1000 E. Dimond Blvd. Suite 205
ANCHORAGE, ALASKA 99515
(907) 522-1311 FAX (907) 349-2236
JOB
SHEET NO.
CALCULATED BY_
CHECKEO BY
SCALE
OF
DATE.
OATE
; -' DAiIE RECEIVED
"~ INsPEcTION APPOINTMENTS-
TIME TIME TIME
DATE DATE DATE ~/ '~,
~UN]CIPALI~ OF ANCHORAGE
MUNICIPALITY OF ANCHORAGE DEPT.
ENVIRONMENTAL SANITATION DIVISION JUL 8 1980
Telephone 264-4720
DIRECTIONS: Complete all parts on page 1, Incomplete'r~ques~ will not be processed, Please allow ten (10) days for processing.
1, PROPERTY OWNER PHONE
CHARLES R, HALL''
MAILING ADDRESS
SRA Box ~-H, A~C~ORA~
PROPERTY RESIDENT (If different from above) PHONE
SAM~
~AI LING ADDR ESS
PEOPLES BANK AND TRUST {ANN RODERICK)
MAILING ADDRESS
~44 W. 8TH~ ANOHORAG~ A~. 99501
4. REALTOR]AGENT ] PHONE
ADMIRAL REALTY (HETTY HALSEY)~ 279-8586'
MAILING ADDRESS
930 W. 5TH AVE.~ ANOHORAGE~ AK. 99501
5. LEGALDESCRIPTION
LOT 27~ BLK. 6t VALLI VUE ESTATES
STREET LOCATION
CROOKED TREE DRIVE
6. TYPE OFRESIDENCE
NUMBER O~BEDROOMS
[] One [] Four [] Other
[] SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
7. WATER SUPPLY
[] INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled
[] COMMUNITY since June 1975. For wells drilled prior to that date, give well
[] PUBLIC UTI LITY depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE'* q 97/~ YEAR ON*SITE SYSTEM WAS INSTALLED.
[] PUBLIC UTI LITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264 4111
July 30, 1980
Charles R. Hall
Star Route A Box 33-H
Anchorage, Alaska 99507
Subject: Lot 27 Block 6 Valli Vue Estates Subdivision
Approval for your individual sewer and water facilities
cannot be granted until the following items have been
completed:
(1) The septic tank pumped with a receipt submitted
to this department.
(2)
An adequacy test be performed on the existing
leaching area. This test will determine if the
system is adequate acccrding to National Standards.
A listing of private firms performing the test is
enclosed. This report needs to be submitted to
this department for our review.
If there are any further questions, please call this
department at 264-4720.
Sincerely,
Robert C. 2tart, R.So
Assoc±ate Spec±alist
RCP/ljw
cc: Peoples Bank and Trust
Pouch 7-007 99510
Betty Halsey % Admiral Realty
930 West 4th Avenue 99501
August 4, 1980
R&M No, 051001-63
Mr. Charles Hall
SRA Box 33-H
Anchorage, Alaska
Re: Adequacy Test on Existing Sanitary Sewer System; Lot 27, Block 6,
Vail; Vue Subdivision, Anchorage, Alaska.
Dear Mr. Hall:
The following is our invoice for professional services rendered on the above
referenced project.
Invoice No. 015001-63
Professional Services
Total Invoice No. 63
$350.00
350.00
Please note our invoice number on your remittance. Should you have any
questions concerning this invoice, please contact me or the Project Manager,
Ms. Janice Cecere.
Thank you,
R&M CONSULTANTS, INC.
ACi/~· Papisena
rtG~orage OffiCe Manager
CJP/jh/ll -E
August 4, 1980
5024 CORDOVA · BOX 6087 · ANCHORAGE. ALASKA 99502 · pH. 907-279-O483 · TLX 090 25280
R&IV] No; 051001-63
Mr. Charles Hall
SRA Box 33-H
Anchorage, Alaska
Re.'
Adequacy Test on Existing Sanitary Sewer System; Consisting of a
septic tank with a seepage piti Lot 27, Block 6, Valli Vue Subdivision,
Anchorage, Alaska
Dear Mr, Hall:
Per your request of July' 22, 1980, Philip Baldner of R&M Consultants con-
ducted a test of the sanitary sewer system on the above described property.
The test indicates acceptance rates determined under conditions at the time
tested. Actual system performance over long periods of time depend on
factors which cannot be evaluated by this test thus our office cannot
warrant the suitability or fitness of the system for either an extended period
of time or for user demand in excess of the expected flow noted herein.
Factors affecting system performance include:
Actual use demand on the system~
Fluctuations in groundwater levels;
Physical conditions of the septic tank, leach field, trench or
seepage pit and soil.
It should be noted that while a septic tank and leach field disposal system is
one of the most reliable methods of sewage treatment and disposal it is
nearly certain that the leach field or seepage pit will fail sometime during
the useful life of the structure. Studies indicate leach fields, trenchs and
pits have a life expectancy of ten to twelve years under optimum conditions.
All septic systems have a finite hydraulic loading capacity which can be
expected to decrease with time.
Because the house on the lot is occupied, we assume that the seepage pit
was at its normal degree of saturation. During this test the liquid levels in
the septic tank and seepage pit were monitored as water was added to the
system. The measurements are summarized in the following table:
Mr. Charles Hall
August 4, 1980
Page 2
DATA & CALCULATIONS FOR SEEPAGE PIT TEST
SUBJECT: 2 Bedroom = 300 GPD Required FlowPROJECT NO. 051001-63
DATE: July 29~ 1980
SEPTIC TIME SEEPAGE TIME GALLONS GALLONS GALLONS TIME
TANK PIT REMOVED REMOVED ADDED
LEVEL LEVEL FROM TANK FROM PIT TO PIT
2. 4.90' 1:04 12.9' 1:02
3.
4. 4.90' 1:26 15.0' 1:25
5.
6. 11.75' 2:22
7. 8.0' 1:40
1000
300
400
Return to lab and calculate specific capacity =
1000 Gal. divided by (15.0' - 11.75')(12 In./Ft.) = 25.66 Gal./In.
DATE: July 30, 1980
8. 7.85' 11.49 12.60 11:50
Calculate effluent acceptance rate based on specfic capacity =
(12/6 feet - 11.75 feet) (12 inches/foot) (25.66 gallons/inch) = 261.7
gallons
From: July 29, 1980 To: July 30~ 1980
2:22 p.m; 11:50 a.m. = 21 hr. 28 min. = 1288 min.
1440 min./day 261.7 gallons
1288 min.
288 Gallons Per Day
9. Since pit has returned to previous level and since capacity has been
determined by use of the water meter in Step 5 proceed to Step 10.
Mr. Charles Hall
August 4, 1980
Page 3
SEPTIC TIME SEEPAGE TIME CUMULATIVE TIME METER
TANK PIT GALLONS ADDED READING
LEVEL LEVEL TO SEEPAGE PIT
10. 7.85 12:0] 12.60 12:00 0 12:00
7.85 12:11 12.20 12:10 50 12:10
7.85 12:20 11.85 12:19 100 12:19
7.85 12:39 11.55 12:32 150 12:32
?.85 12:37 11.30 ]2:35 200 12:35
7.85 12:45 11.20 12:43 250 12:43
7.85 12:53 11.05 12:5t 300 12:51
7.85 1:01 10.95 ]2:59 350 12:59
11. DATE: July 31, 1980
7.15 1:29 12.60'
1:26 0 1:26
12. 7.15 2:12 10.85 2:10 350 2:10
13. DATE: August 1, 1980
7.07 2:05 12.6 2:03
If the 2 bedroom residence on the property is to house 4 people, the
average load on the system can be expected to be 300 gallons per day.
During the test, the system accepted 350 gallons in 24 hours on two con-
secutive days with 80% of 350 gallons introduced at the maximum rate the
water delivery system was able to produce.
We can therefore conclude that the system is disposing of effluent at an
adequate rate for a 2 bedroom residence.
Mr. Charles Hall
August 4, 1980
Page 4
We have appreciated this opportunity to be of service to you.
us if you have any questions concerning this test or if
additional service.
Please contact
we can be of
Very truly yours,
R&M CONSULTANTS~ INC.
Richard S. Giessel
Staff Engineer
JC/RG/jh/AT-D