HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 3 LT 4LoT'
GRF':"rER ANCHORAGE AREA BO " 'iUGH
Department3330°f EnvironmentaIc Street Quality
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION 127,4/A7 7~£Z~- '2)~,
MAILING ADDRESS ~-)];-/-) 'BO-y '-/0:?-'7 PHONE
LEGAL DESCRIPTION //,7'-
SEPTIC TANK:
) . , :/~ ¢~ ~;~'z ' NUMBER OF
DISTANCE ~ '~' ~,i%~z_A ~ ~/~'~ MATERIAL~// / /(9~7~/' COMPARTMENTS
FROM WELL¢CO'/P)~'Z MANUFACTURER
INSIDE LENGTH ...... INSIDE WIDTH ...... LIQUID DEPTH ...... LIQUID CAPACITY /e~¢ ~ GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER ---- OR WIDTH c~. LENGTH ¢~'~, DEPTH /~'
L N NG MATERIAL~:]? ¢/~-~FC~t'Z/,~I~B SIZE'. DIAMETER DEPTH DISTANCE FROM:
( ~ TOTAL EFFECTIVE
BUILDING FOUNDATION ~'~
ADDITIONAL ABSORPTION
WELL c?Z:'''P]~/C,
NEAREST LOT LINE ~-/'~ ABSORPTION AREA (WALL AREA) d~,_~?~ SQ. FT.
WELL:
TYPE ~//~}~/~/~/1'~/,/ CONSTRUCTION /~//~L~-~
BUILDING ~IEAREST NEAREST
FOUNDATION __ LOT LINE SEWER LINE
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TAN K SYSTEM
CESSPOOL OTHER SOURCES
APPROVED ~/ DISAPPROVED
REMARKS.
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
DIAGRAM OF SYSTEM
DATE /~C;'0 '~-~ /(~ '~'/ APPROVED /~';~,,~-~- (?- ~d'l-'~'/'~(?'£C"
G.A.A.B.
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456!
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.
NAME OF APPLICANT
LEGAL DESCRIPTION
SO~L TEST RESULTS
NOTE: THIS PERMIT IS NOT VALID WITHOUT BOlL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL be SUBJECT TO PROSECUTION,
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK -~
FOUNDatiON TO SeEPaGE PIT /~'~ ~ '
SEPTIC TANK TO SEEPAGE PIT WALL ~
WATER MAIN TO SEPTIC TANK .///~
DRAIN FIELD
SEEPAGE AREA SIZE TYPE
SEEPAGE PIT /~
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEETINTO 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.
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,
Performed For
Lenal Description: Lot ~_F~Block ~ ,,Subdivision
This Korm Renorts Soils Uoq iTE$
"One test i~ worth a thousand oI~inlons"
Glacior ~eav~gtag 0ate Performed
Valle~ View
10/26/74
Percolation Test
~eoth
Feet Soil Characteristics
1 w ~ Seepage pit inlet (actual)
2-- Mixtures of (SM) Sands &
3-- (GW - GP) Sandy Gravels
4-- through out depth of pit
5-- (rings are 9 ft. deep)
9--
$$1 Bottom of test hole
Was Ground Water Encountered? NO
I¢ Yes, At what Depth?
[ Reading Date Gross Time Net Time Depth to H20 Net Dron
I )
Percolation Rate Minute
Proposed Installation: Seenaoe Pit Yes Drain Field
Deoth of Inlet Depth To Bottom Of Pit Or Trench
CA~!~ENTS: 22~ s~. ft. drainage area required./ bedroo~
no bedrock'or water table ~ ft. below seepage pit
T~+ P~mn~mam R~ Jim Mack Data Certified B~:C°nstructi°n Test Lab
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL j~ - 1 / --~.,-'~ ')~
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date
1 GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions) '
(b) Applicant Name ~n~5v' ~'d~-~,-~ Telephone:Home "~"/~-/'~/~' Business ~-~/
Applicant AOd¢oss ~ ~/~/~
(c) Appli~a~t'is ~check erie): Lending Institution ~; Owner/builde~ Buyer ~; Other ~ (explain);
(d) Lending I,nstitution ~'~'~,~-~'~/'~-,~ Telephone
Address ~ ~' ~ ~~
(e) Rea Estate Company and Agem .~X ~~ / ~'
Address ~ ~ ~ .- ~ /~. ~~.
TelepnQne~ ....
(f) Mail the HAA to the following address:
Other
TYPE OF RESIDENCE
Single-Family,' Multi-Family []
Number of Bedrooms .;~ , ~i: .'" ~:'
WATER SUPPLY -
.
Individual Well FI Communit Public [] ' , '
Note: If community well system, must have written confirmation from the State Department of En~,i[qnr~e,nt~l Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite.~ Public [] Community [] Holding
Tank
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72-025 (11/84)
ENG NEER NG F RM PROV D
As c~rtf ed by my sea afl xed hereto and as of the validat on date shown be ow, verify that my investigati~
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and ade(~uate
for the number of bedrooms and type of structure indicated herein.
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 Municipa[ and State codes, ordinances, and regulations in effect on
the date of this inspection,
Name of Firm
Address
Date
Approved for ~'~ ?~ bedrooms by
Approved ,~ Disapproved
Conditional
Terms of Conditional Approval
CAUTION
The MuncipalJty of Anchorage Department of Health and Environmental Protection (DHEP) issues Health ~,uthority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of E)HEP 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.
Page 2 of 2
72-025 (11/84}
, ,- c?,O¢'O% MUNICIPALITY OF ANCHORAGE (MOA)
, ¢ AUT.O.,TY APPROVA' (.AA)
t ,k,3~~ ~%¢, ~%~, I~ ~ 264-4720
Well Classificetion ~ ~ l~A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Y/N) Date Complete~ Yield
Total Depth Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
TolNearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Depth of Grouting
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date
Water Sample Test Results
Comments
B. SEPTiC/HOLDING TANK DATA
Date installed /~/~
Standpipes (Y/N) / Air-tight Caps (Y/N)
Depression over Tank (Y/N) f~/
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N) ~
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course.
Size ,,~'~,¢'¢ y'~/ NO. of Compartments
~/' Foundation Cleanout (Y/N)
Date Last Pumped /~ .,,"~,
/V/ ; for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field /~¢"'
To Stream, Pond, Lake, or Major Drainage
Comments
·. Page 1 of 2.
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well ~'¢..¢2
To Building Foundation
Lot /~/.,
To Water Main/Service Line ~,
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Standpipes Present (Y/N)
Date of Last Adequacy Test
Type of System Design
Length of Field ~' ~
Depth of Field ~ ~
Gravel Bed Thickness
To Property Line Za /
To Existing or Abandoned System on
; On Adjoining Lots ~,¢o / ','~'
TO Cutbank (if present) ~/~/~//.4¢
Comments
D. LIFT STATION
Date Installed /1,,///~
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request
I certify that I~,~,.~e~e~?erified, or conformed to all M 0,0~,~ and HAA guidelines in effect on the date of this inspection.
Signed-~;~~~ Date ¢'~¢//¢~ J,.~
Company,,,4~/~/,//(¢, ~'d ,~¢,~' MOA No.
Receipt No. __~¢
Date of Payment
Amount: $
Page 2 ol 2
72-026 (11/84)
~ DA~E RECEIVED
., , INSPECTION APPOINTMENTS
TIME' ~ TIME TIME
DATE DATI ~ DATE
MUNICIPALITY OF ANCHORAGE ~UNICIPALI~ OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT, OF H~ALTH &
825 L Street - Anchorage, Alaska
ENVIRONMENTAL
F~OTECTION
99501
) ENVIRONMENTAL SANITATION DIVISION /~U6 5 I980
Telephone 264-4720
DIRECTIONS: Complete all parts ou page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing,
1. PROPERTY OWNER PHONE
MAILING ADDRESS
PROPERTY RESIDENT (If different from above) PHONE
2. BUYER PHONE
MAI LING AD DR ESS
3. LENDING INSTITUTION PHONE
MAILING ADDRESS
4. REALTOR/AGENT q~ ~-~ ~ J PHONE
MAILING ADDRESS /~ ~
[] Other
5. LEGAL DESCRIPTION
STREET LOCATION
6. TYPE OF RESIDENCE NUMBER OF,BEDROOA~
~ One ~'~Four
~ SINGLEFAMILY ~ 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
,j~ INDIVIDUAL/ON-SITE*~
[] PUBLIC UTILITY
/<~7~-~--~YEAR ON-SITE SYSTEM WAS INSTALLED.
NOTE: THE INSPECTION FEE MUST ACCOMPANY~EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
[] SINGLE FAMILY
[] MULTIPLE FAMILY
2. WATER SUPPLY
[] INDIVIDUAL
COMMUNITY
E] PUBLIC UTI LITY
Connection Verified
3. SEWAGE DISPOSAL SYSTEM
[~]INDIVIDUAL/ON -SITE
[]PUBLIC UTILITY
Connection Verified
[]Septic Tank or []Holdin9 Tank
Size: IO~) If Tank is homemade
give dimensions:
TYPE OF TANK
TOTAL ABSORPTION AREA
4. DISTANCES
WELL TO:
Absorption Area to nearest Lot Line
NUMBEROFBEDROOMS
[] ONE [] THREE [] FIVE [] OTHER
[] TWO [] FOUR [] SIX
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
PERMIT NUMBER
DATE INSTALLED
INSTALLER
SOl LS RATING
MANUFACTURER
MATERIAL k~A{ ~ ' ~S~ NearestLot
Septic/Holding Tan bsorption Area~'~ wet Line Line
5. COMMENTS
/~'CONDITIONAL APPROVAL (letter must a~cpmpaBy certificate)
DATE ~ ~ [BY~ ~ ~2[
72-010 {Rev, 6/79)
Municipality e~f Anchorage
Department Health &. Envirenmental Protection
825 "L" Street
Ancherage, Alaska 995L;~1
Re : Nanc:y Eason, Health Authority Approval
Lot 4 Block 3 Valli Vue Estates ~.2
( HAA )
/-~lu~]h R. Bevan F'.E.
Bo:.,' 11 ~8~
Anchor'age, Alaska 99511
?~?J7 ,~.~ 1..,8,.~
:OOT 2 7 g88
RECEIVED
Application.
Gent 1 emen
Dur:Lr~g the per:tod Yrom Oc:tober 13 to October
site investigations and absorption field teeting
Approval on t. he above reYerenced l~t.
1986 I per-formed research,
pursuant 'ko Health Authority
I per.for"med an adequacy test on the sep'~ic system and determined that it
ahser"bed a~ a fate c~f 9~-~L~ gallons per day ([~/pd). ]-his exceeds the 6~;~ gpd
required -for a 4 bedroom home~ so the system ls adequate. It is my
understandin~ that the referenced !~uee had been. en_~l~emedeled igto a 3 bedreefl~
FJz_'ior t~o my ~'ms'lz:iqg the system. The septic tank was pumped and the capacity was
ver i'F 1ed to be I~Z~,.]~ gal 1 ons.
I believe I have assembled all the in4ormation r(*quested on the IaAA Checklist
and Application .For-ms. I am submit'bing this clara to you .for- your r-eview. PI. ease
(zontact me if I can provide any adclitional in¥ormaiton.
laugh R. Bevan P.E.
Attachments:
HAA Application
HAA Checklist
Sewer As.-built
Original Soils
Investigation
nancy eason
Municipality of Anchorage
Department Health & Environmental Protection
825 "L" Street
Anchorage, Alaska 99501
To whom it may concern,
In reference to 10504 Maintree, this home was originally
built as a 3 bedroom home. Previous o~ners remodeled the
home into a 4 bedroom home. A few years ago I remodeled
the home back to a 3 bedroom. Attached is my current
appraisal to verify that this is a three bedroom home.
If you have any questions please feel free to call me
at my office 276-2761.
Thankyou,
REA~TOR~
~/~ realty, inc.
1000 east dimond boulevard, suite 101
anchorage, alaska 99515
phone: (907) 522.1(~3~v Address
2600 Cordova, Suite 100'
L..O~,.h~y ot C.o,~st ~.veraqe ECl u>~
~V~ge + ~ v~,
; 5 ' 2 ' 1.7~ ~ s,,,
G~ss LwJng Area 3~.0 SCl. FL 1~~ Y..
' ~c~, Pat~ ~ ~ ~: ~ .. ·
E~JcJent Items ~ ~ ~ ..
Nel ad (Total) ~iO~ ~ ~ C a~
< ........6m~,p .... ~.eN,gma,m ~.ange.,Oven~Oms~sal ~O~shw~her ~ Fan~o ~Compaclo~ ~Washe~ ~O~e~ ~ ~
Yrl [)l RemmlninQ E~mmlc Llle ~ e ~, [zplmln II Im m~ L~n Term
OOS' ~
008"[
009
008
, ~
000 ~ ~ 9~ ~
--poo'~
8~L'~I
-'lO0~,6
09~ = ;%uo~a~ ~d x '=7 /,
August 28~ 1980
Mr. Peter Shaw
1050b Haintree
Anchorage, AK
ASI NO q1580
Re: Adequacy Test for Existing Septic System on
Lot 4, Black 3, Valli Vue No. 2
Dear Mr. Shaw:
At your request our office conducted a percolation adequacy
test on your existing septic system at the above-referenced
location during the period August 26-28, 1980. You reported
that your septic system consists of 1000-gallon septic tank
and seepage pit.
The septic tank had not been pumped prior to the percolation
test. Since the 4-bedroom house had been occupied up to the
time of the test, a .normal degree of saturation within the leach
field is assumed.
In accordance with the Anchorage Municipal Cod~, Chapter 15.65,
Waste Water Disposal Regulations, any on-site sewage disposal
system "shall have adequate capacity to properly dispose of the
maximum daily sewage flow." The maximum daily flow is computed
at 75 gallons per capita-day (gcpd). Since "the population of
dwellings shall be estimated at two persons per sleeping room,"
the maximum daily sewage flow for your 4-bedroom house is 600
gallons per day (gpd).
To test the soil absorphibn capacity as well as the surge
capability of your system~117 percent of the maximum daily
Flow or 700 gallons o¢ clear water was added in 50-gallon
increments to t~e seepage pit. The water was obtained from
~he community ~ter system at its maximum sustained rate of
'about 6 gallons per minute (gpm). The liquid levels were
'.monitored cloJely to detee£ any backup in the septic syst'em.
Mr.-Peter Shaw
August 28, 1980
Page -2-
The attached Table of Iest Data represents the depths of
liquid in the septic tank and seepage pit, and the quan-
tities of water added. The septic tank was determined to
be 7.8 feet deep (bottom of tank to ground surface) with an
initial depth of 4.3 feet in the tank. lhe seepage pit was
measured to be 13.6 feet deep with an initial depth of 7.5
feet. Ground elevation at the septic tank standpipe is
approximately 2.4 feet higher than. the seepage' pit .standpipe.
The attached Summary of Test Results indicates'that the
liquid level in the seepage pit at the beginning of testing
on Day 2 fell to O,.O~feet below its initial static level on
Day l, during a recovery peb~od of 24 hours. On Day 3, the
level had fallen to .0 feet below its static level on Day 2,
during a recovery period of 24 hours.
The level in the seepage pit at its highest level during the
test (9.3 feet) was approximately 3.2 feet below the liquid
level in the septic tank.
Based on two days of testing, an average percolation rate
for your existing septic system of approximately 700 gpd
is indicated. Since an on-site sewage disposal system For
a 4-bedroom dwelling must be capable of disposing of 600
gallons, o¢ sewage per day, your septic system appears to be
functioning satisfactorily at this time.
Many factors a[fect the operation of a soil absorption type
of sewage disposal system. Soil type, groundwater depth,
age and history of maintenance of the system, and types of
waste are a few. This test has been performed in an attempt
to determine actual soil absorption capabilities of your
septic system under normal useage by considering the degree
of saturation 'of the leach field and surge loads that might
be imposed on the system. This test can only evaluate appar-
ent performance at a given point in time, and cannot deter-
mine either the condition of the leach field, seepage pit or
other components of the septic ystem, or the depth of the
water table.
We appreciate the opportunity given to perform this adequacy
test. If you have any questions regarding this test~ please
contact this office.
Very ...,
ALASKA SOZLS INVESTIGATIONS
,
ProjecL Manager -~ e~ .,., ~.~
SDS/MK/mF
Owuer: Peter &
Adequacy Test for Existing Septic System
R~te Shaw
Address: 10504 Maintree
Project No. ASI 01580
Legal Description: Lot 4, Block 3, Valli Vue No. 2
X 27 X 12'
Occupied prior to test:
Last pumped:
Components of Septic System: 1000 gal S.T.; Pit: 26
Number of Bedrooms: 4 Yes X No__
How long vacant: NA 3une 1980
Test performed by: M. Kjelstad Water meter/S.N. 22812186
Initial Static Levels: Septic Tank 4.3' ; Seepage Pit 7.5'
cone rings
TEST DATA
%, ::- ·' ,:,Liquid Depth, ft:* ~:-' Water Meter
Time Septic Tank Seepage Pit Added, gal Reading, gal Remarks
8:50 5.9 6.8 -0- 226671 ~8~§~
9:04 5.9 6.4 50 22717
9:13 6.1 50 22767
9~20 5.9 5.9 50 22817
9:31 5.65 50 22867
9:37 5.55 50 22917
9:47 5.45 50 22967
9:53 5.9 5.35 50 23017
10:01 5.33 50 23067
10:08 5.3 50 23117
10:15 5.25 50 23167
10:23 5.22 50 23217
10:31 5.19 50 23267
10:38 5.9 5.17 50 23317
700 Gal.
10:45 5.9 5.15 50 23367 Stop
*from top of Stand}zpes
Owner: Peter Shaw Project No. 01580
~egal Description: Lot 4, Block 3, Valli Vue No. 2
TEST DATA (Cont'd)
Liquid Depth, ft* Water Meter
Time Septic Tank Seepage Pit Aided, gal Reading, gal Remarks
Auq. 27~
8:17 5.95 6.85 -0- 23545 stnr~me~s re2n~leWdf
8:24 6.5 50 23595
8:32 6.2 50 23645
8:40 5.95 5.95 50 23695
8:48 5.75 50 23745
8:55 5.55 50 23795
9:04 5.30 50 23845
9:11 5.25 50 2389~
9.18 5.15 50 23945
9~26 5.10 50 23995
9:34 5.95 5.07 50 24045
9;40 5.07 50 24095
9:48 5.07 50 24145
9:55 5.05 50 24195
700 Gal
10:02 5.95 5.03 50 24245 Stop
Aug. 28, 19~
8:17 5,95 6,85 -0- Check level~
3rd day
*from top of Standpipes
Page -~-
No.
01580
Wtr Added, Seepage Pit
Rise in Seepage Pit
Rise in Septic Tank
Gallons Wtr Added per
Ft of Rise (gal/ft)
SUMMARY OF TEST RESULTS
Day 1 Day 2
700 Gal, 700 Gal.
1.65 Feet 1.82 Feet
0 0
424 Gal./ft. 385 Gal/ft
Day 3
0 Gal.
Recovery Time between
Test (Hours)
Drop in Pit during
Recovery
Average Rate of Fall (Ft/hr
Average Absorption Rate
(gal/day)
24 hrs . 24 hfs
1.7 1.82
,07 Ft/hr .08 Ft/hr.
-700 Gal./day 700 Gal./day
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Or '~'t4C~
A~g~St 6~ Z980
Pete/Rita Shaw
10504 Maintree
Anchorage, Alaska
99502
Subject: Lot 4 Block 3 Valli Vue Estates Subdivision 92
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 according to National Standards. A listing
of private firms performing the test is enclosed.
This report needs to be submitted to this department
for review.
If there are any further questions, please call this
department at 264-4720.
Sincerely, ~
Robert C. Pratt, R.S.
AssoCiate Specialist
RPC/ljw
cc: Rainier Mortgage
4797 Business Park Boulevard 99503
John Bashaw
% John Manning Real Estate
1577 C Street 99503
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received January 5, 1977
Time of Inspection 2:/30/p.m.
Date of InSpection 1-5-~ Wednesday
REQUEST FOR APPROVAL OF Pr/t~
INDIVIDUAL SEWER & WATER FACILITIES
,/
FOR
Conv.
1. Approval requested by: Alaska State Bank
Mailing Address: 310 East Northern Lights.Blvd. Phone:
2. Property Owner: Robert A. Edgerton Phone:
Mailing Address: 4525 Harvey Road, Crosy, Texas 77532
4. 'Location:
Lggal Description: Lot 4 BloCk 3 Valli Vue Estates
10504 Main Tree D~ive
Type of facility to be inspected Single Family
Well Data:
A. Type Community
C. Construction
Sewage Disposal System:
A. Installed 1975
C. Septic Tank: 1. Size
D. Seepage Pit: 1. Absorption Area
E. Disposal Field: Total length of lines
Distances:
A. Well to: Septic tank
Nearest lot line
B. Foundation to septic tank
C. Absorption area to nearest lot line
279-7637
No. of bedrooms 3
B. Depth
D. Bacterial Analysis
On-site system
B. Installer
2. Manufacturer
2. Material
., Sewer Lines .,
, Absorption area
, Other contamination
, Absorption area
EQ-034 (1/74) Page 1 of two pages
P~age 2 of two pages - Re'~-"st for Approval of Individual .'-'%er & Water Facilities
Legal Description Lot 4 Block 3 Valli Vue Estates
Comments
Approved
Disapproved
Approval~Valid for one year from date signed
Greater Anchorage Ar6a Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ-034 (1/74)
GREATER ANCHORAGE ARE/, BOROUGH
Department of Environmental Quality
3330 "C" St., Anchorage, Alaska 99503 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
1. Type of Inspection: CMRO VA FHA CONV
2. roperty Owner:
Mailing Address:2-~ _g~ ~ ~o. ~ _D_ay Phone
3. Name of Buyer: ~c~>~_.____~ ~"~.c~_~__ ~ _
Mailing Address: ~kO~. hone
5. Name of Realtor or 2gent:~ ~~e,-
Location: ~ q~) ?'> C) ~ ~- k~'~m~ _~_~ ~r-
7. Type of Facility to be inspected:~-~e_'~c~,~ No. Bdrms.
8. ~ater S~pply ~~- ~o~e~ ~e~
Utility Individual
o
Type of Supply: Public
If Individual, number of dwellings presently served
If Individual, depth of well
Sewage Disposal'System
Type of S~stem: Public Utility Individual
If Individual, date of installation
(on-site)
P£1OPOSED D?/VF. LLING LOCA O,N
Zt is the e~ntractor's responsibility to ohec[
Top of Fonndation' ir relationship to Finis?,
Grade. Top o~ Foundat3nn as indicato..d is ont,
course of block above FLaish G/mdc.
I hereby certify that I have surveyed the following
described property: ~(~'~ ~/z x/~'~'C'j£'~'~' C5
Anchorage Re6ording Precinct. Alaska, a,n,d that the
improvemems situated thereon are within the property
lines and do nol overlap or encroach on the property
lying adjacent theretc, that no [mprovemcms on prop-
erty lying adjacent thereto encroach on tho premises in
guestion and that there are no ~'oadways, transmission
hnes or other visible easements on said property except
as indicated hereon.
Dated a~ Anchorage, Alaska
FRED W~ATI~ & ASSOC~S
Engineers and Surveyors