HomeMy WebLinkAboutMCMAHON BLK 2 LT 15
Apr 2 ' 2102:11 P A'.nchU''HC9VVell & Pump Ser
9072430742 P.1
MUNICIPALITYH
Development Services Department Ik(�- � � Phone: 907-343-7904
Cin -Site Water ,& Wastewater Section ' Fax: 907-343-7997
Well Drilling Permit Number:
Parcel Identification Number. 0l %- dYI--) (0
Legal Description Slosh iot�t
MCMajiv,�-) ' P-52 Ll
Pitmp Installation Hate:
Pump Intake Depth Below Tap of Well Casi-tig.�feet
Punip -M;tnufacturer's Narne: tffc.'GA G �-�
Pump M adel: W
Pomp Site: 1�_ hp_�_______.__
Pitless Adapter Burial Depth: � � � feet
Pitless Adapter It-lanufacturer's Name:`�`--
Pitless .adapter Installer:
Well Disinfectrd Upon > ompig�tton? Cir''�'es 11 No
Method ofDisinfectiort:
Comments:
Pomp installer Name: ANCHORAGE WELL Sc PUMP SERVICE
7640 KII?g, Stl-eet
Company: Anchorage, PK 99513
PH. (907) 243-0740
M1 ailing Address:
City: State: zip:
Date of issue: -
Owner Nance & address:
Attention: The pomp installer shall prtw de a pomp i ;stallat or la1.0 On-si+x within 30 clays of pomp installation.
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: '~[..,~ ¢J'~-O"~2'~-- [ PID Number: ~ I "~O~--~
~: %Upgrade
l~ ~. 4 ~~L~ ~.~~ WastewaterSystem: ~ New
Address:
~t ~~ ~~ ~. q~ / ABSORPTION FIELD
Phone: No. of Bedrooms:
~ eepTrench ~ Shallow Trench ~ Bed ~ Mound ~ Other
LEGAL DESCRIPTION SoilRating: ~-~ GPD/Sq. Ft. Total Depth from original g~a~e~
Lot: [~ Block: ~ ~Subdivisi°n:~ ~.Depth to pipe bottom from originel~¢]grade: Ft. Gravel depth beneath p~pe ~ ~ Ft.
Township: Range: ~ Section: Fill added above original gra~ I Gravel length:
~t.
WELL: ~LSTl~W B Upgrade Gravel~l~ . ~/ Number of lines: Bislancebelweenlines:
Classification (Private, A,B,C):~¢¢ [ ~ TotalDepth: Ft. CasedTo: Ft. Total absorption are~ SQ. Ft.
Driller: Date Drilled: Static Waler Level: Date
Yield: Pump Set at: Casing Height Above Ground;
SEPARATION DISTANCES ~Septi~ ~ Ho~di,g U S.T.E.P.
TO Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons;
Fro~ Tank Field Station Tank S .... Lines ~~~ ~¢~
Well t [%1 [~1 ~ ~ ~ I~ Materia[~ ~ ........ Number oft Compartments:
SurfaCewater I~ I~'~ ~ ~ ~ LIFT STATION
LineL°t ~1 ]~l ~ ~ ~ Size in gallons: Manufacturer:
~ "Pump on' level at:~ at: High water alarm at:
Foundation 1'~' bDI ~ ~
Cu~ainDrain ~ ~ ~ ~ Pump~Mode] Electrical~nspectionspeMormedby:
Remarks: ~ ~ ~ ~~ BENCH MARK
Location and Description: ' :.
ENGI~AL
S & S ENGINEERING
Inspections performed u ...... ~..nc. Dates: l st
Y~gle KIvor, ~
Department of Health and Human Services approval
Reviewed and approved by: ~~ Date: / ~.~ .....~..:,~
72-013 (1/01)MOA 25
Per~t No. ~1 ~ '?~ ~-~'~-! Page ~ of ~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description:
72-013 A (2/91} MOA 25
SHAFER
/ PAGE 1 OF 1
NICI A ITY OF A C ORA E
DEPARTMENT OF HEALTH AND HUMAN SERVICES~,/,
ANCHORAGE, ALASKA 99519-6650 /
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERI~I'T- '---- -------
PERMIT NUMBER:SW920321
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:TIDEMAN PHIL P & DEBBIE A
OWNER ADDRESS:3851 FURROW CREEK RD
ANCHORAGE, AK 99516
DATE ISSUED: 9/30/92
EXPIRATION DATE: 9/30/93
PARCEL ID:01704116
LEGAL DESCRIPTION: MCMAHON BLK 2 LT 15
LOT SIZE: 32614 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS
RECEIVED BY:
ISSUED BY:
DATE:
DATE:
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
S~TE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
OISPOSAL SYSTEM
DESIGN
ROBERT SHAFER, P.E
ROGER SHAFER, P.E.
September 17, 1992
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
Anchorage, Alaska 99501
REFERENCE: McMahon Subdivision, Block 2, Lot 15
Request you issue a permit to upgrade the septic system
serving the referenced property.
An adequacy test was performed on the existing system and the
absorption capacity of the system was found to be inadequate.
A test hole was excavated and a percolation test performed.
The approximate location of the test hole is located on the
attached site plan.
We do not anticipate any adverse effects on the neighboring
properties by the installation of the proposed upgrade.
If you have any questions or require additional information
for your review, please contact us.
Sincerely,
Roger J. . .
RJS/JPW/lsu
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
/"= 40'
SCALE
UPGRADE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED;.__
LEGAL DESCRIPTION://~e/V~A/fO/~ --~/~)//~r/g,/~ 2, Township, Range, Section:
SLOPE
SITE PLAN
I0
WAS GROUND WATER
ENCOUNTERED?
11
12
13
14
15
16
17
18
19
2O
~.O,N,
IF YES, AT WHAT ~ O
DEPTH?
P
EI
Deptl~ Io Water
Monitoring?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE '~"~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ~ FT
COMMENTS
PERFORMED BY: S & S ENGINEERING ~ ~4-~ CERTIFY THAT THIS TEST WAS PERFORMED IN
AOOORDA, CE WiT H Ai~f~/~eD~¢&[~O~.~ii~D~E~ON'E{ j0~ EFFECT ON T~HiS DATE. DATE:
72-008 (Rev. 4/85)
o,~,,.-.o-. ~ GR?~ER ANCHORAGE AREA BOROU-~'H
D~... ~RTMENT OF ENVIRONMENTAL QUALI,
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
LOCATION
MAILING
ADDRESS '-"¢-'~.~. r
LEGAL DESCRIPTION
SEPTIC TANK:
/ NUMBER OF
LIQUID CAPACITY /'/~'~" GALLONS. INSIDE LENGTH ~ INSIDE WIDTH ~ /
LIQUID
DEPTH__~._
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PItS ,/ OUTSIDE DIAMETER
LINING MATERIAL/~'~'
NEAREST LOT LINE
/ .OR WIDTH /,~,~), LENGTH /~' , DEPTH
(/~'~J~',
. DISTANCE FROM WELL.~ /~ BUILDING FOUNDATION
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~ SQ. FT.
TILE DRAIN FIELD:
DISTANCE FROM WELl ~UA'flOiq-~--._ , NEAREST LOT LINE
NUMBER OF LINES ///~D STANCE BETWEEN LINES ~ TRENCHWIDIH
A BS~ SQ. FT. LENGTH OF EACHLINE~ ~ ~
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE
TOTAL LENGTH
, OF LINES
IN. TO~ EFFECTIVE
IN. ABOVE TILE
,/,~/~',.-~ "~F ~/. ~,//-~, ~ ' DISTANCE FROM WATER
WELL: TYPE,.~/,~--~ , DEPTH / , BUILDING FOUNDATION. ~ SAMPLE
/ NEAREST / SEPTIC SEEPAGE ~
LOT LINE , SEWER LINE , TANK / , SYSTEM_ , CESSPOOL
NEAREST
OTHER
SOURCES
DISTANCES:
/j~.ST~, ~,~, '
DIAGRAM OF SYSTEM
G.A.A.B.
DATE ~'///~/--~)/~'~' APPROVED
GREA~ER ANCHORAGE AREA BOF,~UGH 2223
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
NAME OF APPLICANT
PHONE~
LEgal DESCRIPTION ~:~ /~: ~: Z- ~
INSTALLATION OF: SEPTIC TANK ~EEPAGE PIT. _, DRAIN FIELD , OTHER
TYPE aND SIZE OF FaCilitY TO Be SERVED ~, ¢~ ~,~ .~/~'~z- ~//~ ~-~
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS ~/A/~,/~/~ :~:d~
~/~~'~ NOTE~ THIS PERMIT IS NOT VAMD W~THOUT SO~L ~
/
co~[~o. D~ ~Cm~D ~
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE /~--~) ~/~/ TYPE '~ ~)~'J SEEPAGE AREA SIZE ~//~//b//~j~///~E ~ ~)~
FOUNDATION TO SEPTIC TANK
SEPTIC TANK TO SEEPagE PiT WALL
SEPTIC TANK SEEPAGE PIT
TO NEAREST LOT LINe.
WELL TO SEPTIC TANK
WATER MAIN TO SEPTIC TANK
SEPTIC TANK, -~,~w'/ , SEEPAGE PIT / ~)~x..)., DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
seEPAGE PIT
TO RIVER, LAKE, STREAM,
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OP
EXCAVATION 5 PeET 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
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE rEQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 25.58 AND THAT THE ABOVE
DESCRIBED SYSTEM ISIN ACCORDANCE WITH SAID CODE.
DATE APPLICANT'S SIGNATURE
2
3
6
7
,.-~9
lO
EATER ANCHDRAGE AREA BOROL
' DEPARTMENT OF ENVIRONMENTAL QUALITY CASE
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99502
Performed For ~ ~ ~¢VV\~V~ Date Performed
Leoal Descriotion: Lot I~-~Block~ Subdivision
This Form Reoorts Soils Log ~ Percolation Test
Depth
Feet
Soil Characteristics
Was Ground Water Encounter~r.~e~4~?~
·
If Yes. At what Depth
Readin~ Date Gross Time Net ime Depth to H20 Net Drop
Percolation Rate Hinute
Proposed Inst~!latio~-: See~ame Pit ~ Drain Field
/"~" De~th of Inlet Deoth To Bottom Of Pit Or Trench
cnM?ENTS: ~) _..~:~ ~k~/~'~v~- ~. ~r- ~
Test Performed By Data Certified By:
~Da te: ~/~,~/~
NAME OF APPLICANT
GRE', ,ER ANCHORAGE AREA IBO,~ UGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
~, i'), .~'~r,,~ o~o.5MA,'..,NG ADDRESS~'a R-~
INSTALLATION Of: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS /i~
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BA~
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORII
PHONE
,NST^LLAT,ON LOCAT,ON /--~''," ~t'"(-'d 0 ~e. P b
SEEPAGE PIT / ~ , DRAIN FIELD ~ OTHER
O~l~%~.T~/s PERMIT IS NOT VALID WITHOUT SOIL TEST
~ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
WILL }3E SIJ~3JECT TO PROSECUTION.
SEPT,C / iU !
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE P~T WALL
AREA
WELLTO SEPTIDTANK 'e,~:~/.C~/-"(?SEEPAGE PiT
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
, SEEPAGE PIT
SEPTIC TANK, ,, SEEPAGE PIT
TO RIVER, LAKE, STREAM.
, DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
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.
LICENSED DESIGNER
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 ~:CCORDANCE WITH SAID CODE.
EQ-016(3-75)
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
Lot 15; Block 2; Mc Mahon Subdivision
Location (site address or directions) 3851 Furrow Crz~k Road
Property owner
Mailing address
Philip Tid~man Day phone 345-7777
3851 Furrow Cr~zk Road Anchorage, Alaska 99516
Lending agency
Mailing address
Agent
Address
Cit~ Mort~ag~
Anchorag~
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: ~
TYPE OF WATER SUPPLY:
Individual well XX
Community well
NOTE:
Public water
If community well system, provide, written confirmation from State ADEC attest-
lng to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
NOTE:
XX
Public sewer
If community wastewater system, provide written confirmation from State AD£C
attesting to the legality and status of system.
72-025 (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 Health 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.
Phone
Name of Firm_
17034 Ea,qle River Loop Road No, 204
Address -- -
Engineer's signature
DHHS SIGNATURE
__ _ Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
~-c o-~,,_,.,_..-- /;:~ ~{-~ Date
By:
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 satisfy certain federal and state requirements. Employees of DHHS 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.
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: //~ ~/¢~/4rl/,j ~/~ ? ~:).7/~ / ~_,~-Y'2_ Parcel i.D. ~ ("~-- ~ L~£-- [ Co
A. WELL DAT~.,2
Well type
Log present (Y/¢
Total depth
Sanitary seal
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed 1 ~, '7~- '~ Driller
Cased to ZFO '~- Casing height
Wires properly prOtected (~¢YN) Y'~'-~
FROM WELL LOG
Date of test (J{./'V/'4tJPr-I, c
Static water level /
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot I I~. I
Absorption field on lot / E~
Public sewer main
Sewer service line
g.p.m.
AT INSPECTION
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform ~ Nitrate
Date of sample: /(~ --//'"/--~ ~-
Collected by:
Other bacteria _(~
.. SEPT.C/.OL.,. , /
Date nstalled¢,/2-o/~3--/ IO/~,]'~'b manksize //~ /~od~cCompartments / / I
Cleanouts ~N)' ~ ~A. Foundation cleanout~N) ~./ ~,,~, ~Depression (Y/~ ~
High water alarm (Y/~ ~o ~ ~/~ Alarm tested (Y/~ //~
Date of pumping ~ 0 - J~ -~ % Pumper ~ S ~ S
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
,
Well(s) on lot / I ~- ' On adjacent lots l~0 Foundation
To propertyline ~,~ ¢
AbSorption field .~..~ Water main/service lin
Surface water/drainage /00 ¢-
/ : CONTINUED ON BACK PAGE
72-026 (Rev. 7/91) Front
C. LIFT STATION
Date installed ~t~'
Size in gallons
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N)
"Pump on" level at
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots
Surface water
D, ABSORPTION FIELD DATA
Date installed /(~/~/~ '~ Soil rating
Length '~'~ r
Width
Total absorption area
Depression over field (Y/~ ¢'~
Results (pass/fail) ~%) ~-acJ
Peroxide treatment (past 12 months) (Y/¢
Gravel thickness
Cleanouts present (~:v'N)
Date of adequacy test
for z~
System type '~--4~f~ ~-~-/~6[¢_
Total depth //I
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Wellon lot /~ t On adjacent lots /0{3 ~'
bedrooms
Property line
To building foundation ~(~ To existing or abandoned system on lot
On adjacent lots ~ ¢ ¢ Cutbank /'J/~ Water main/service line
Surface water ,/0(~ ¢' Driveway, parking/vehicle storage area
Curtain drain
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect
Signature
S & $ ENGINEERING
17034 Eagle River Loop Road No. :Z04
r-'r,~l~ r,'ive~-: Alask~ 9957'/
Engineer's Name
Date
ct o_nJh, e date of this inspection.
HAA Fee $
Date of P.yment
72-026 (Rev. 3/91) Back MOA 21
Waiver Fee: $
Date of Payment
Receipt Number
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO.
5633 B STREET ANCHORAGE, ALASKA 99516 TELEPHONE (907) 562-2343 FAX: (907) 561-5301
ANALYSIS RESULTS fez INVOICE % 59~d~-
Chemlab Ref.~ 92.5619 Sample # 3 Matrix: WATER
Client Sample ID : DRINKING WATER L15 B2 MCFAHON S/D
PWSID : UA
Collected : OCT $ 92 ~ 17:30 h~s.
Received : OCT 9 92 @ 13:10 hrs.
Preserved with : AS REQUIRED
Client Name :S & S ENGINEERING
Client Acct :SNSENDP
BPO# :
Req$ :
Ordered By :R. SH~FER
PO# :NONE RECEIVED
Analysis Completed : OCT 12 92
Laboratory Supervf.sot .L..~-~I~N C.
Released Ey:
Send Reports to:
1)3 & S ENGINEERING
Parameter Results Units Method tllowable Limits
NITRATE-N 3.8 ~/1 EPA 353.2/300.0 10
Sample ROUTINE SAMPLE COLLECTED BY:
Remarks:
I Tests Performed ' See Special Instructions Above UA-Unavailable
ND- None Detected "See Sample Remarks Above
NA- Not Analyzed LT~Less ~han, CT-Greater Than
~SGS Member of the SGS Group (SociOtO G~n~rale de Surveillance)
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
Parcel I.D. #
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include 10t, block, subdivision, section, township, range)
(b)
Location (address or directions)
Property owner ~.~.4~/¢- (~l'lv~'~¢ ~ Telephone: (home)
Mailing Address ~/~ F~~ ~, ~
Business
(c) Lending Institution 'Telephone
Mailing Address
(d)
Real Estate Company and Agent
Address
Telephone
(e)
Mail the HAA to the following address: (or check here~if hold for pick up.)
List contact person and day phone number below:
TYPE OF RESIDENCE
Single-Family~l~ Number of bedrooms
WATER SUPPLY
Individual Well Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
SEWAGE DISPOSAL
On-site~ Public [] Community [] Holding Tank []
Note:I 'if community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legality and status.
72~25 (Rev. 7/88) Page 1 of 2
5, ENGINEFRING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
,~scertified by myseala~fixed hereto and as of the validation date shown below, Iverifythat my investigation of this
Health Authority Approval shows tllat 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
Address ~"~ ~ ~ 10~
Date
Approved for ~// bedrooms by _ . ~ Date
Approved ~ Disapproved Conditional
Terms of Conditional Approval __
The MunicipalityofAnchorage Department of Health and Human Services(DHHS) issues Health Authority Approval
cerificated based only upon the representations given in paragraph5abovebyanindependent 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 satisfy certain federal and state requirements. Employees of DHHSdo 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.
72-025 (Rev. 7/88) Back Page 2 of 2
M~PAL MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
CHECKLIST - FEBRUARY 1984
ITY OF ANCHORAGE 343-4744
ENVIRONMENTAL SERVICES DIVISION
Legal Description:
SEP 2 i 1988
RF VED
If A, B, C, D.E.C. Approved (Y/N) __
Yield 5~ prr~
A. WELL DATA
Well Classification
Well Log Present (Y/N) ix,[ Date Completed 1 c~
Total Depth ~,~'~ Cased to ~ Depth of Grouting
Static Water Level I ~7 Pump Set At' '~0'7/?/~ ~'/
Casing Height Above Ground / cf '~
Electrical Wiring in Conduit (Y/N) y
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot I
To Neakest Edge of Absorption Field on LOt
To Nearest Public sewer Line J~f,~ '
To Nearest Sewer Service Line on Lot
Water Sa.rnple Collected by '~. ~
Water Sample Test Results ~¢-- ~'-~¢
Comments
Sanitary Seal on Casing (Y/N) Y
Depression Around Wellhead (Y/N) tx~
; On Adjoining Lots
t,~ ,~ ; On Adjoining
To Nearest Publi'c Sewer Cleanout/Manhole
; Date
B. SEPTIC/I~I~I;;~I~G TANK DATA
Date Installed ~/'~'~' Size
Standpipes (Y/N) ~f~/~" Air-tight Caps (Y/N)
Depression over Tank (Y/N) N
Pumping/Maintenance Contact on File (Y/N)
Holding Tank High-Water Alarm (Y/N) 1~/~/,,~
No. of Compartments
y Foundation Cleano, ut (Y/N)
Date Last Pumped ~f/' 7/'~ ~
Temporary Holding Tank Permit (Y/N)
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water-Supply Well I O~
To Property Line .50
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 CP-.I~
Width of Field
Square Feet of Absortion Area z/'_¢cP ./. ,4/gO
Depression over Field (Y/N) ___ /~
Results of Last Adequacy Test
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply Well
To Building Foundation
Lot IX/c, -¢,~
To Water Main/Service Line
ItS0 Type of System Design
1776
Depth of Field
· Gravel Bed Thickness
Statndpipes Present (Y/N)
Date of Last Adequacy Test
Length of Field
!
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots ,~'
To Cutback (if present)
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Meets MOA Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test.
**Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked, verified, or conformed to all MOA and HAA gui_d~lines in effect on the date of this
inspection. .' :'>.' (~F ¢~';'"'-~',~,
Signed .- .- ~ .... ::-
Company
Date
MOA No.
Receipt No. '-~'-~2~'
Date of Payment
Amount: $ /~. 0~)
72-026 (Rev. 7~88) Back
),,it' ,~, ~:,;.
Receipt No. ' "'
Engineer's Seal
Waiver Fee: $
Date of Payment
Page 2 of 2
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICA'~E OF INSPECTION FoR HEALTH AUTHORITY APPROVAL
OF ON-SiTE SEWER AND WATER FACILITY
264-4720
Application Date
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions) ,
(b) AppliCant Namet'~,~J~_ ~,t ~,~O_~_1_~, Telephone: Home
Applicant Address
(c) Applicant is (check one): Lending Institution []; Owner/bei~der~l~; Buyer []; Other [] (explain);
(d) Lending Institution Telephone
Address /'//(2 ,~¢ ~&T~¢
(e) Real Estate Company and Agent
Address
(f)
Telephone
Mail the HAA to the following address:
2. TYPE OF RESIDENCE
Single-Family~ Multi-Family~r~ Other
Number of Bedrooms ~4~
WATER SUPPLY
Individual Well~, Community
Public
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite"~ Public [] Community [] Holding Tank []
Note:!lf community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the .legality and status.
Page I of 2 72-025 (11/84)
WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
MUNICIPALITY OF AN~LiST . FEBRUARY 1984
DEPT. OF HEALTH & 264-4720
ENVIRONMENTAL P,~OTECTIoN
MAY 2 8 1986
Well Classification
Well Log Present (Y/N)
Total Depth ,,~-~ Cased to
Static Water Level / ~ (~
Casing Height Above Ground / Y
Electrical Wiring in Conduit (Y/N) Y
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line J~OI,4~
Cleanout/Manhole t~1.O 1~[~'
Water Sample Collected by '~- ~',
Water Sample Test Results
Comments
Legal Description:
RECEI_V_ED
~ Ii A, B, C, D.E.C. Approved (Y/N)
Date Completed J ~il'/~,,~ Yield
Depth of Grouting
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
~ ~ ; On Adjoining Lots j ~._,.,.~ 4' ; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date ~"'/~ ~ l $ &
lOO4t
lOo~'
SEPTIC/HOLDING TANK DATA
Date Installed ]~,~rl,~- J4~'"l~-size JOOO ~' No. of Compadments ¢ ~
Standpipes (Y/N) ~ Air-tight Caps (Y/N) ~ Foundation Cle~o~t (V/~)
Depression over Tank (Y/N) ~ Date Last Pumped / ~/~ ~
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-W, ater Alarm .(Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well [~ J
To Property Line ~
To Water Main/Service Line
~/A ;for ~/'A
Temporary Holding Tank Permit (Y/N)
Course
To Building Foundation ~.1~
To Disposal Field ~0
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
1 50
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
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
Comments
1 7 ype of System Design
7'~'~&t4;~ Length of Field ¢/'(,0
Depth of Field __ J O !
Gravel Bed Thickness -' ~ !
'0 Standpipes Present (Y/N)
Date of Last Adequacy Test
To Properly Line ,~(::~
To Existing or Abandoned System on
; On Adjoining Lots '~'~) '1~
To Cutbank (if present) ~'",~O ~ ~"
D. LIFT STATION
Date Installed
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 have checked, v,,erifj,6¢"¢, or conformed to ail MOA and HAA guidelines in effect on the date of this inspection.
Signed .a,e /'
Company MOA No.
Receipt No. ~,~ ~ ~' ~ '7 ~
Date of Payment ",~' (:;~0¢~ '~:~ ,~
Amount: $ ~::¢,,S~', ¢ O Engineer's Seal
Page 2 of 2
72-026 (11/84)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG m PERCOLATION TEST
(ENGINEER'S SEAL)
DATE PEhFORiv1ED; ,,
Township, Range, Section:
SLOPE
WAS GROUND WATER N
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Net
Time
Depth to Net
Water Drop
5
9
10
11
12
13
14
15
16
19
Deplh to Water After
Monitoring? ~-- Date: ~j~:q~
Gross
Reading Date Time
20-
PERCOLATION RATE
__ (minutes/inch) PERC HOLE DIAMETER __
TEST RUN BETWEEN FT AND __FT ~
OOMME.TS 'l::) . m ., ,.
AOCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFE(T ON THIS DATE. DATE:~~ ~ ~,/~
72~008 (Rev. 4/85)
'- L 07' 7 "
'I I'IO, O? $ 85" 17~2I''r ....
· ~ ' ~ ~o' ur/urn; ~r,.-...
~P tlc
~o~. ~o ~ ~ /
· ~ ~%, ' ~. ~ ~.,:;;~'/.~ ,
I
i~ I
I ~ ~ ~ 8~° 40'//'~ ~.~
AS BUILT
30USY F Btf~N[:~ 5 ~SOClAT~ M.S.
1~41 BARTLLII DRIVE SCALE/,~ 40' zol~ll~ ~_~
&*ICIIO~E, AL~KA 99501
~~k_ J IfEREBV CE~IFY TIlE FOLL~'ITflO P~CRIBEP ~OPERTVc LOT 1~ BLOCK ~
~~~~ ~~..~~J..' ~- IT IS,TIlE RES~NSIDILITF OF THE ~UER OR BUILDER, ~lOg TO COIISTRU~IOtl, TO VERIFF
"~~~~.~ ~O~SEP BUILUIHO G~DE RELATIVE TO F,,,S,,~ O~DE A~ ,glillY CONNE~,O,,, A,W TO
qWC~.".q .~ 0"~ APl'gAR O~ Tf{~ R~CORPgP {I~PIVIgION PLAT.
qj~ ",....,' ~ ~ LI~gIL'ITV 19 LHIITEO TO TI{~ ~lOll}H' OF COIII'EHSATIOtl
-~~- COPV OF ORIOI~AL {~V CAUSE UISTORTIOII~ LI{T~ ~i~TA~C~ PREVAI~ OVeR SCALI~.
CONSULTING ENGINEER
'~--~'. 203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279.3916
SEPTIC
SYSTEM
ADEQUACY
TEST
LEGAL
LOT 15, BLOCK 2, MCMAHON
LOCATION:
3815 FURROW CREEK ROAD
OWNER:
RESIDENCE:
CLYLE SIMONS
SINGLE FAMILY, FOUR BEDROOMS
WATER SYSTEM:
· ..,,~'c..- ,~' .."_,,/'- · ~
. ~'~
DATE ~ ?~T:
ON SITE WELL
FROM MUNICIPAL RECORDS AND CHUCK FARRELL:
TANK: POURED CONCRETE
ABSORPTION SYSTEM:
ABSORPTION AREA:
SOIL RATING:
INSTALLATION DATE:
1176 GAL. ONE COMP.
LOG CRIB, TRENCH
448 CRIB, 480 TRENCH
150
JUNE 1972 CRIB, 1976
TRENCH
MAY 20, 1986. ANCHORAGE CESSPOOL PUMPING
MAY 19, 1986
TEST PROCEDURE: SYSTEM WAS INSPECTED AND MEASURED. TANK WAS
FOUND WITH 3.5 FEET OF COVER AND A LIQUID
DEPTH OF 59 INCHES. CRIB WAS TEN FEET DEEP WITH 82 INCHES OF
LIQUID. TRENCH DOES NOT HAVE ANY MONITORING TUBES.
WATER WAS ADDED TO THE CRIB AT A STAEDY RATE OF 5 GALLONS PER
MINUTE. THE WATER LEVELS IN THE TANK AND CRIB WERE MONITORED.THE
WATER IN THE CRIB ROSE TWO INCHES PER 60 GALLONS. THE WATER LEVEL
IN THE TANK ROSE .5 INCHES. 300 GALLONS WERE ADDED. THE INFIL-
TRATION RATE WAS MONITORED FOR 60 MINUTES. AT THE END OF THIS
TIME WATER LEVEL WAS DOWN 4.25 INCHES, SHOWING AN ABSORPTION OF
130 GALLONS IN ONE HOUR.
TEST RESULT: THIS SYSTEM MEETS THE CODE REQUIREMENTS OF
THE MUNICIPALITY OF ANCHORAGE.
The operational life of all septic systems depends on the local
soil conditions, §roundwater levels that may fluctuate during the
year, and the water usage of the family being served by the
system. These conditions are outside the control of the evaluator
of this septic system. We can therefore not give any estimate of
how long the system will continue to meet the operational requi-
rements of the Municipality and State.
203 W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
RESIDENTIAL
WELL
INSPECTION
LEGAL:'
LOCATION:
OWNER:
TYPE OF WELL:
LOT 15, BLOCK 2,~ MCMAHON
3815 FURROW CREEK ROAD
CLYLE SIMONS ~ ~
SINGLE FAMILY
WELL LOG AVAILABLE: NO
INSTALLATION REQUIREMENTS MET: YES
PUMP YIELD: 5 GALLONS PER MINUTE
DATE OF INSPECTION: MAY 19, 1986
TEST PROCEDURE:
WELL WAS PUMPED AT A CONSTANT RATE OF 5
GALLONS PER MINUTE WHILE THE DRAWDOWN WAS
MONITORED WITH AN ACOUSTIC PROBE. THE WELL
WAS PUMPED TILL THE DRAWDOWN STABILIZED.
STATIC WATER LEVEL WAS FOUND AT 160 FEET
BELOW TOP OF CASING. WATERLEVEL STABILIZED AT
171 FEET AT A PUMPING RATE OF 5 GALLONS PER
MINUTE.
BACTERIA ON
TEST FOR COLIFORMS: WATER WAS TESTED FOR COLIFORM
MAY 20, 1986. TEST WAS NEGATIVE.
TEST RESULT:
THIS WELL MEETS THE REQUIREMENTS OF THE
MUNICIPALITY OF ANCHORAGE.
The Municipal ~requirement for well flow is
150 gallons of water per bedroom per 24
hours.This well surpasses this requirement.
The assessment of the condition of this well
applies only to the conditions as of this
date. The flow rate of the well may change
due to subsurface conditions that may not be
observed from the surface, and changes in
~_~.-~"'~.~ ~ ...\ · land use and other factors that may impact
_,_%,o ....... ,~.,,~,.~. the conditions of the aquifer feeding the
~,~-~.- A ''r~"~- well.