HomeMy WebLinkAboutT15N R1W SEC 18 LT 90
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: 9// OO?'"/~' PID Number: 0
,4,//~'5#,¢/z. ~ ~~ ~ Wastewater System: ~ New ~ Upgrade
Address;
~5~ ~ ~Y~Y/~ ~W~ ~9~ ABSORPTION FIELD
~/~5 ~ ~ Deep Trench OShallowTronch ~Bed ~Mound ~Other
LEGAL DESCRIPTION so,, Ratings, ~OPO/Sq. Ft. Total Dept. ,rom/~,origlnal~grade:
Lot: Block: Subdivision: }epth to pipe botlom ~rom original grade: Gravel depth beneath pipe
WELL: ~ New Q Upgrade s~a~m ~ ~/~ Number of lines: J0istance ~tweenlines:
Classification (Private. A.B.C): Total Depth: Cased To: Total absorption area: Pipe material:
Drlller:s~, ~ D~7¢¢: Sta,ic.~oWater Lavel:Ft.Installer:~ ¢~ ~S Date installed: ~
Yield: Pump Set at: Casing Height Above Ground:
SEPARATION DISTANCES ~Septlc D Holding ~ S.T.E.P.
Uanufact ret: Capacity
SurfaCewater X/A ~ LIFT STATION
Lot
Line ~/a~' ~0' ~, Slze in gallons: IManulacturer:
Foundation /5' SO ' W/~ "Pump on" level ah ~ Highwateralarmat
Drain/~/q
Remarks: BENCH MARK
Localion and Description:
¢ '
~N~INEE~'~
~,~ t;2'? /
Inspections performed by: ~~ Dates: 1st ¢~¢ ¢¢ ";'~"
Department of Health and Human Services approval ~..~7%
Reviewed and approved by: ~ Date: /0-~ -9d "k~,s~s, o~ ~: .~, ,,;..."¢~'
72-013 (1/91) MOA 25
Permit No. ~ O~)~../-,, 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
N 89°59'07, W 330,06
Z
LE]T 90
SWING TIES,
A - C = 31,1
3 - D = lO0
1,000 Ge
SEPTIC
TANK
WELL
Z
SCALE 1" =60'
· - UONITOR TUB£
- SEWER CLEANOUT
N 89°57'19, E
329,42
33' PATENT ROW RESERVE
ELEVATIBNS ~ BOT, SIDING ~ S CrlRNER DF HOUSE
(Nt3T TH SCALE)'''J~ ASSUMED ELEV = tO0.O0' --~
DRIGINAL
GRDUND m
FIELg~87,08
$1rP-]5-84 THU 8:5?
by
SULLIYAN WATER WELLS
P.O. BOX ~1~, CH UGIAK, ALASK& 9958~' * TELPgHDN E ES~LKP59
P, O~
DA~-Stm~ E~ed ~/~ GA~. PER HR ~ 0 0
~ND OF ~R~ON:
m
~fom ,FL to --~. FrOm,___FI,
~r~PL to Ft. From , Fl, to~Ft-
F~F~ m ,Ft, From Ft. to Ft..
F~m .... Fl. m. Ft. From Ft. to , ,Ft,
FI~ ,F~ ~n FC F~m ,,Ft. to~ Ft ....
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M~CL ~FO~TtON:
PAGE I OF 1
MUNICIPALITY oF ANCHORAGE ~2~~'?
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
!
ANCHORAGE, ALASKA 99519-6650 ~i~
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940026
D6SIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:WEBB MARSHALL A & CHARLOTTE A
OWNER ADDRESS:7505 GLENN HIGHWAY #41
ANCHORAGE, ALASKA 99504
DATE ISSUED: 2/10/94
EXPIRATION DATE: 2/].0/95
PARCEL ID:05117218
L~GAL DESCRIPTION: T15N R1W SEC 18 LT 90
],OT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
A~,L CONSTRUCTION MUST BE IN ACCORDANCE WITH:
2.
3,
4.
THE ATTACHED APPROVED DESIGN.
ALL R.QUIREMENrS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343--4744 OR 343-4681 AFTER BUSINESS HOURS
FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
THE FOLLOWING SPECIAL PROVISIONS.
.~4PECIAL PROVISIONS:
DATE:
Louis Butera, P.E.
Registered Civil Engineer
February 2, 1994
John Smith, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 90, T15N R1W Section 18
Narrative
Dear Mr. Smith:
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The area has large lots allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity and lot size.
4. Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\ 1994\91-06SA.NAR
P,O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 90, TI5N RIW SEC.18
GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
reqnirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements
and to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
TRENCH
1. The trench is to follow the natural land contour to maintain uniform total depth
of the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 9' at any point.
4. The sewer line is to replace the existing sewer line that leads to the existing pit.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the teachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface
water rnnoff.
8. The septic tank and leachfiekl must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 9' GRAVEL DEPTH = 7.5'
TRENCH LENGTH = 67' TRENCH WIDTH = 3'
SOIL RATING = 0.45 GPD/FT2 BEDROOM CAPACITY = 3
SEPTIC TANK SIZE = 1,000 GALLONS (MINIMUM)
Twenty-four (24) hours notice required for all inspections.
\I994\91-065A.SPC
NB CDNFLLCTINO WELLS/SEPTICS
~so.o6
N 89°59'~-/
! WELL +100'
-II- LUT 90 LDT 9lB
N 89'57'19~ E
32%42 /
} 33' PATENT RHW RESERVE
· MONITOR TUBE
o SEWER CLEANOUT
NO SURFACE WATER COURSES + WELL
, ,- PROPOSED LEACHFIELD
NO KNOWN CURTAIN DRAINS - ~- EASEMENT
WELL a SEPTIC SITE PLAN
LEGAL: LOT 90 T15N RIW SECFION t8 ~.
OWNER: MARSHALL WEBB ~r~- ~ .~
CONTRACTOR: N/A ~*'49
JOB ff 9~-~65[ DATE: 02/02/94[ SCALE 1" = 60' ~~
........
EAGLE RIVER ENGINEERING SERVICES ~ LOU~S A, UUTERA
P.O. Box 773294
EAGLE RIV~R, AK. 99577
(907) 694-5195 fMX.. (907) 694 3297
EAGLE RIVER
ENGINEERING SERVICES
P.O, Box 773294
EAGLE RIVER~ AK 99577
(907) 694-5195
JO[~ Lot 90 T15N R1W $ec.18 / 91-065
SHEETNO__ OF.
CALCULA] ED BY ~,. R. DAT~ 02 / ~ 2 / 94
Three Bedroom Single Family Residence
3BR capacity = 450 gpd
Soil rating = 0.45 gpd/ft2
Trench soil absorbtion area requiremem
Trench Dimensions:
Gravel width = 3'
Gravel depth = 7.5'
Length = 1.000
+ 15
= 450 +
= 67'
0.45 = 1,000SF
\1994~91-065A.CAI,
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
DATE PERFORMED:
3
4
6
7
8
9
10
11
12
13
14-
15-
16-
17-
18-
19-
20-
SLOPE
SITE PLAN
COMMENTS O, ~ G~-~ ~/~ ~
WAS GROUND WATER S
ENCOUNTERED? ,.1~:~ ...e' L
0
P
E
IF YES, AT WHAT /
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
~- c~/?~ I~; ,~ /~ ~.~ ~U- ~" ~"
PERCOLATION RATE /~/~ {minutes/inch)
TEST RUN BETWEEN ~ FT AND (~ . FT
PERFORMED BY:
CERTIFIED BY: ~:::::~=~'~ DATE:
72-008 (6/79)
Louis Butera, P.E.
Registered Civil Engineer
May26, 1994
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
RECEIVED
MAY 6 1994
MUr~iC~Pality of Anch
Dept. Heel h ._ LOmge
t,, & HUman 6crV/cee
Lot 90, T15N R1W Section 18
On-site system plan modifications
Dear Mr. Cross:
We request your review of modifications to the on-site systems plan for the above referenced
property. Due to changes in the location of the house and the owner's wish to avoid destroying
mature trees, we propose to move the tank and dralnfield to the location shown on the attached
site plan. A new test hole was excavated, logged, pert tested, and monitored. Conditions are
equal or superior to the original test hole. However, due to differences in the two perc rates,
and conditions observed during the test holes, we have electd to use the more conservative perc
rate, and the original design for trench sizing has been retained. Separation and setback
distances are not affected by the changes. Due to the minor nature of these changes, and an
ongoing construction schedule, we request your review be abbreviated, and verbal concurrence
provided if possible.
Thank you for your help. If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
C:\WPWIN60\WPDOCS\1994\91 ~065B .NAR '1
P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FO": FiAF--5t't¢¢L. k, Jl~.81~
LEGAL DESCmPT~OU: ~ !.O'1" qO
DATE PERFORMED:
Township, Range, Section:'~J' 1 5
1
2
3
4,
5
6
7
8
9
10-
11
13-
14
15
16
17
18
19
20
COMMENIS
WAS ('JRODND WATERI~'10
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth lo Waler Aller
MOllllm g? P',~"¢ L~ Dale:
SLOPE SITE PLAN
Time Time
Net
INSTALL i~¢'1
PERCOLATION RAEE J
(mmuJes/mch) PERC HOLE DIAMETER __
~Es] RUNBETWEEN '8 FTAND ~:I--E~
IdOHl'rei~~ To ~ l$'
611
MUNICIPAL GUIDELINES IN EFFECT ON I'HIS DAlE DAI E ~//"t'////¢ ~/
ACCORDANCE
H
ALL
SFA
AND
ND CBNFLICTING ~/ELLS/SEPTICS
-% .... 330,06
~ L[~¥
z
o ~ ~/ELL
~ ~ TANK
P,POLE ~ ~ P,PULE
329,4B ~ ~
I 33' PATENT RB~ RESERVE I -~--
o - SEWER CLEANOUT
NO SURFACE WATER COURSES ~ - WELL
PROPOSED LEACH FIELD
NO KNOWN CURTAIN DRAINS ' '- EASEMENT
LEGAL: WELLLo; a SEPTIC S"TE PLAN
g0 T15N RlW SECTION 18
OWNER: MARSHALL WEBB ff~ ;~TH~ -~¥~
CONTRACTOR: N/A .. ~~
JOB:REV.91 065/DATE.' ' 05/25/941 SCALE 1" = 60' ~~
A EAGLE RZVER ~NOIN~ERINO SERWCES ~ LOUIS A. BUTERA
~/~ ' 0E-6736
EAGLE RIVER, AK. 99577
(907) 694-5195 ~AX: (907) 694-3297
MUNICIPALITY Of ANCHORAGE ~i~
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 AUI'HORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
0~1-172-18 NAA #
1. GENERALINFORMATION
Completelegaldescription
Lot 90 T15N R1W Section 18
Location (site address or directions)
NHN Adrian Lane, Chugiak, AK
Property owner Marshall & Charlo.tte Webb Day phone
Mailing address 7505 Old Seward Hwy.. #41. Anchorage. AK 99504
Lending agency N/A Day phone
Mailing address
Agent N/A Day phone
Address
338-2301
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual well x
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site { ~,~ ~ : .~ ~ -~
Holding tank
Community on-~ite
Pubm,c sewer
NOTE: If community wastewater system, prowde written confirmation from State ADEC
attesting to the legality and status of system. ~ " '' ~ ~: ~ "~' :' ~'
5. 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 inves.ti_,qatlon 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 Eagle River Engineering Services
Address P.O. Box 773294, Eagle River, AK
Engineer's signature
Phone
99577
694-5195
Date ~,~/..2"°//¢'~
DHHS SIGNATURE
Approved for ~
Disapproved,
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date //~ - ~' - ~"¢
The Mummpallty of.~ch6rage Department of Hea th end Human Se~ices (DHHS) ssues Hea th Authority
",,"gp~)roval (~ertificates ba~ed only upon the representations given in paragraph 5 above by an independent
.'pr(~smonal.engi~r reg stered n the State of Alaska The DHHS does th s as a courtesy to purchasers of homes
and,t.h~}r)~ndmg Inefltubons m order to at sbt certain federsl and state mquirsments. Employees of DH HS do not
conduct inspe6ti0ns or analyze data before a certlf cate s issued. The Municipal ty of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: /~27' ¢0 77~.W ~/h) ~ /3 Parcel I.D. ¢5/¢ /?2 - /,~
A. Well Data
Well type /P~//".'~"~- If A, B, or C, attach ADEC letter. ADEC water system number /'./,/~
Log present (Y/N) ~/~<, Date completed [') ~/~z./ Driller S (PI.D/b/,,~..,~'
Total depth ~ / J J
Cased to ('d / Casing height
Sanitary seal (Y/N) Y/~,~ Wires properly protected (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
Pump level1
AT INSPECTION
g.p.m. / g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/~a~t~g tank on lot /~ ~ ' ; On adjacent lots
Absorption field on lot //°° ' ; On adjacent lots z~//~O '
Public sewer main /A//~ Public sewer manhole/cleanout /"//~
Sewer service line ~)~/ Petroleum tank /,~/~/t/~,
WATER SAMPLE RESULTS:
Coliform '~
Date of sample:
Nitrate ~, / O /~'~ //,_ Other bacteria
Collected by:
B. SEPTIC/;;C.L~_.;;;G TANK DATA
Date installed 0 ?//~/?Az Tank size I[.)[)0
Cleanouts (Y/N) ~/~'~ Foundation cleanout (Y/N)
High water alarm (Y/N)
Date of pumping
Compartments
Depression (Y/N)
/V/,A Alarm tested (Y/N)
/a//,~ ~ ~/~'/,,~ Pumper /',//,.4
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot /~
To property line ?/0(2
Surface water/drainage
On adjacent lots
Absorption field
7~/g)~ / Foundation
/(~ / Water r,~Q~service mine
72-026 (3/93)* Front CONTINUED ON BACK PAGE
C. LIFT STATION /~/~
Date installed Manufacturer ~
Size in gallons Manhole/Acces~
Vent (Y/N) "Pump on" level at _ .~"Pump off" Level at
High water alarm level _ .~'"~ Cycles tested __ __
Meets MOA electrical codes (Y/N)_ ~
SEPARA~ LIFT STATION TO:
We~JJ..er~ot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
Date inetaJled ~ ~//¢'/Y~7/
Length ~z-/ ~ Width -.~
Total absorption area
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Soil rating (GPD/F¢) /2, ~ ~
Gravel thickness '~, O '
System type
Total depth
/ ~--~J '~ Cleanout present (Y/N) )/~' ~ Depression over field (Y/N)
/V//~ ~ ,/'v/~,~~,/Results (pass/fail) ,~.~ S for
./',//~ After test ,A//,~
/V/~ If yes, give date ~///~
Bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot //~' '
To building foundation
On adjacent lots ~ .~O
Surface water /'-//,.4
Curtain drain /~//.,4
On adjacent lots /~,/0~ ! Property line
..~ ~) ~ To existing or abandoned system on lot
Cutbank /'"///J Water-main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on t
Signature ~
Engineer's Name ~,~///.~ z~/..'~"~"/g.///
Date ~' - 2.~ - ? ~/
HAA Fee $ '""~0 0 ¢ dJ~)
Date of Payment
Receipt Number
72-026 (3/93)* Sack
Waiver Fee $
Date of Payment
Receipt Number