HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 1 LT 40_ Municipality{ of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program, 4700 Bragaw St.
-l` P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SWO90098 PID Number. 015-341-03
Name: RANDY JACOBS
Wastewater System: Q New C[ Upgrade
Address:
10225 MAINTREE DRIVE *ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 229-0326 3
❑ Daep Trench C3 Shallow Trench a Bad OlAound Q{lther
LEGAL DESCRIPTION
5oa Ratkrg:Total
9.G '�X GP0/S4. ft.
Dopth from or4nW gnodo:
6.69 MAX
aloek: tot: Subdivision:
Depth to ptpa bottom from ortgnai grade:
Grote! depth bwwo ptpe:
1 40 VALLI VUE #2
SEE DWG. R
5.04 rt
Township: Range: Section: —
— —
M oddod aba+o ors4'nKo grodo:
Grovoi k^gth:
30
SEE DWG. R
FL
Grv�-1 vldm.
Number of Gnoa:
Datdreo between Moa:
VVEL.L.o 0 New Q Upgrade
2.5 rt.
1
— lz
ci..omcouan Pn oto. A.94: Toldt Depth.. Ca*od To: )
Toldt obeorpGon arca:
302 so. ,LD
° motr":
3034/ F-810/SCH 40
{� FL
twtanx.
TWEED CONSTRUCTION
Data lratonod:
7/17-21/09
-7— Stalk Victor Loyck
i-67
rid4:
Pur*W Sat At:
cootn9 liolght mow Ground:
Np �p
� 1 tb
TANK
GPtt
t2
r
SEPARATION DISTANCES
CI Septic [3 Holding 0S.T.E.P. E3 Other*
To
Septic
Tank
Absorption
geld
Lift
Station
Holding aAc/Prtrote
Tank: Savor Lina
wnvfo`�r'
PREMIER
Cat ity �' oiw
1300
From
Well
200'+
200'+
200'+
— 25'+
PLASTIC
Rr,<noer� 2
Surface Water
100'+
100'+
100'-1•
— —
LIFT STATION
Lot Line
5'+
fl°1'+
5'+
— -
Soo to Bosom:
5p0
Monufccturor.
PREMIER
p on lvM ft
ump aft bvd at: "h votes alarm ot:
Foundation
5'+
10' 1
5'+
— —
TIMER
TIMER 1 44"
Pump Idako a a0dot JE»cU 1=*.c0on parfom-4d by-
yCurtain
CurtainDrain
NONE KNOW
p—TE_30—PLUS M.O.A.
BENCH MARK
Remarks: OLD CRIB AND TANK WERE ABANDONED PER UPC
Latauon and Oooulptlon:
*THIS IS A QUANiCS AEROCELL SYSTEM
TOP OF FAT ALBERT MANHOLE
eaWR #090034 THE CONTRACTOR HAD THE LOT LINE
FLAGGED BY A PROFESSIONAL LAND SURVEYOR.
Aaxrmod Elavat:ort
101.94 rt.
ENGINEEMS SEAL
Inspections performed by: GEG, Ltd. Dates: 1st 7/17/09
2nd 7/17/09
3rd 7/21/09
ao
Development Services Department Approval
: 4 y
....:
Conditional approval: Date:
P�a
,J f Car ess.
41- f' E— 5 `�4�0
Reviewed by: Al, ate: '� �D
�p0 profe3slan°�4
and approved
(Ror. 4/06)
Co b y er s i o n o rn a CAT ISI 4—b a CAT JE Q goon i c. s ST -k nti.
afPrVVe J 812-`11,2020 — VobP"-a (�nr�
GARNESS ENGINEERING GRO "'P9 Ltd
ENGINEERING, SALES -CONSULTING
June 30, 2020
quanics
Alaska Authorized Dealer
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650
Anchorage, AK 99519-6650
(907) 343-7904
� 0 1o,�ti5
Ref: Valli Vue Estates S/D #2; Block 1, Lot k(1DW Main Tree, Anchorage, AK)
Memo concerning converting CAT III AWWTS to CAT II AWWTS septic system
To whom it may concern:
The permitted septic system was installed on the referenced property and started up in 2009.
ARM Septic Services, LLC recently checked the monitoring tubes in the drainfield and found
them to be dry. In order to simplify the operation and maintenance of the system, we are
proposing that this unit be permanently configured as a CAT II system. Our justifications are
as follows:
The receiving soil has a percolation rate of 25 minutes per inch. Given this percolation rate, a
2.0 gpd/sq.ft. application rate is required for a Cat II system.
The home has 3 bedrooms, so 225 sq./ft. of absorption area is required for a CAT II effluent
(450 gpd / 2.0). The existing 2009 drainfield has 302 sq./ft, of absorption area.
The approved On-site Wastewater Inspection Report stamped and signed on 9/9/2009 shows
the soil rating to be 3.0 gpd/sq.ft. We request the Inspection Report be amended to show a 2.0
gpd/sq.ft. application rate.
At this time. we request that your department approve a CAT II configuration to be used at
the referenced property. Upon your concurrence, we will have ARM Septic Service, LLC., go
to the property remove the actuator from the ball valve or leave the valve in the open position,
and have t, e/ place a CAT II sticker on the control panel.
� fV
Sin i erelV41
19
A. Garnegs, P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
ER ANCHORAGE AREA BOF" qJGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
I~SPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
FROM WELL~~' MANUFACTURER
MATERIAL
NUMBER OF
COMPARTMENTS
INSIDE LENGTH ~ INSIDE WIDTH
LIQUID DEPTH ~.LIQUID CAPACITY //~-'(T~C) GALLONS.
sEEPAGE PIT:
NUMBER OF PITS // DIAMETER OR WIDTt~- ,]
LINING MATERIAL~/-O~ ["}/?~P CRIB SIZE:~K~DIAMETER
/ ~ ~ ' NEAREST LOT _ .
BUILDING FOUNDATION',)¢ , LINed 0 [*
ADDITIONAL ABSORPTION
LE N GTH~'? DEPTH /~/
DEPTH ~' DISTANCE FROM: WELL 6~-'~//~/P'/?/~(
TOTAL EFFECTIVE ~¢,~
ABSORPTION AREA {WALL AREA) SQ. FT.
WELL:
TYPE ~/'~-/) 'l/j~/~/j/~/ CONSTRUCTION
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED
NEAREST
SEWER LINE
REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
/ '7 / ,;z
DISTANCES:
INSTALLED
Form No. EQ-031
DIAGRAM OF SYSTEM
DATE (/fl~¢~"~5 //'~2 APPROVE
G.A.A,B,
GREATER ANChOragE ArEA Borough
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C"STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456 I
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK / SEEPAGE Pit ~ ., DRAIN FIELD OTHER
TYPe AND SIZE OF FACILITY TO BE SERVED
SOIL. TEST "E~ULTS ~7~/~
COMPLETION DATE ANTICIPATED
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.
SEEPAGE AREA SIZE.'*¢~'~''/-/''~''''/~'//~::~:~''/¢/'~J'''~/'E-TYPE ~/~'~"~ ~'~"?"~'"~
DIAGRAM OF SYSTEM
FOUNDATION TO SEPTIC TANK~
fOUNDATION TO SEEPAGE P}t ~)
, DRAIN FIELD
SEPTIC TANK TO SEEPAge PIT WALL
SEPTIC TANK
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN Field
BOROUGH ORDINANCE NO, 28-68 AND THAT THE ABOVE
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
DRAIN FIELD ~/~ /
SEPTIC TANK, .//~/J x SEEPAge PiT /'"~.~ /
Toll. 1
)-22-73
~ Organics
Organic Silt
~ Trace Sand (~)
j/.~.'* Silt, Trace Sand
· o~.. Silty Sandy Cravel
"?~o' Silt, Trace Sand & Gravel (~)
0
.~. Sand, Trace Silt (SP)
No Water Table
0.5'
2.5~
4.5*
6.0~
9.0'
14.5' T.D.
NOTE: Test hole excavated with tractor-mounted backhoe.
F'ngineermg ~ Geological Consul rants
FAULK BROTIIERS CONS3?RUCTION
LOG 0F TEST tlOLE
Anchorage Alaska
DWN BY CHKD nY WEI) PROJ. NO. 36675 NO. A-01
R&M
Civil Engineers
ENG',, CONSULTANTS
EERING & GEOLOGIC',
229 EAST 51st. AVE. - P,O. BOX 6087 - ANCHORAGE, ALASKA g9503
TELEPHONE 907 279--0483 TELEX 0g0--35419
Geologists Land Surveyors
JAMES W. ROONEY, P. E,
MALCOLM A. MENZIES, P,E., L,S.
JAMES H. WELLMAN,
RALPH R. MIGLIACClO
Engineering Geologist
October 3, 1973
R & M No. 36675
Faulk Brothers Construction
Star Route A, Box 1738D
Anchorage, AK 99507
Re: Test Hole and Soil Log Report for
Block 1, Valli-Vue Subdivision
Dear Sir:
We are submitting herewith the test boring results and our comments
regarding soil conditions eacountered at the subject site. This
investigation was performed in accordance with your request of
September 27, 1973, and those procedures outlined in a letter dated
September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage
Area Borough Department of Environmental Quality..
A single test hole was put down within the Lot 40 area for the purpose
of defining general subsurface soil conditions for the proposed sani-
tary system. Excavation was accomplished with a tractor-mounted
backhoe and the test hole was extended to a total depth of 14.5 feet
below ground surface. The final log prepared for the test hole has
.been indluded in Drawing A-O1.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS
James W. Rooney /
JWR:ph
xc: GAAB~/
ANCHORAGE FAIRBANKS JUNEAU
MUNICIPALITY OF ANCHORAGE
Number of Bedrcoms (-'~
Other(~s~i~)
3. Water SuDply
Individual Well ~ Cca~unity ~ Public ~--~
Note: If cx~t~,~nity ~11 system, must hav~ w~itt~n confirmation f-fc~ the State
Department of Envirorarmntal ~2onservation attesting to the legality and status.
Is the ~11 adequate for the number of hedroc~s specified in this, )
4o Sevzage Disposal.
.Onsite ~ Public ~--~ Cor~unity ~--] Holding Tank ~-~ ~
Is the wastewater disposal system adsquate fc~ the number of k~droons ~/N)
[Page 1 of 2]
2-15-84
5. E. ngineerin~ Firm Providln.g Inspections, Tests, Data and Information
I certify that I have checked, verified, c~ conformed to all MOA [{~A Guidelines in
effect on the date of this inspection.
Signed b~
Date ~L/~//~/k/
(ENGINEER SEAL)
.6. DHEP Approval
Approved fo~
Approved ~
Disapproved ~ Conditional ~-~
Terms of Conditional Approval
The Municipality of Anchorage Department of Health and Envirc~rental Protection
not guarantee th3 continued satisfactory ~erformance of the water supply and/or the
wastewater disposal system. This approval indicates that, as of the validation date
sho,~n above, based on the data and info~mation furnished by an engineer registered in
the State of Alaska, the water supply and wastewater disposal system is safe and func-
tional for the numbe~ of bedrooms and t~pe of structure indicated.
( [X4EP SEAL)
7. Mail the. HAA to the following address:
KB2/d5/s
[Page 2 of 2]
2-15-84
C~I~ - F~RU~Y 1984
~Ol~lO~d I~IN~hlO~IAN~
ELL iI t . OIONV nv,tl lNn /7/8q
Well Classification ~ l~ If A, B, ~ C, D.E.C. ~~)
~11 ~ ~e~nt (Y~) ~/~ ~ ~te ~tgle~d ~/~ ~Yield
Total ~p~ ~1A ~d ~ ~/~ ~p~ of ~tin~ ~
Static Water Level ~U/~% Pump Set At
CasinG Height Above Ground
Electrical wirinG in Conduit (Y/N)
Separation Distances f=cm Well:
To Septic/Holdin~ Tank ~n Lot
To Nearest Edge of Absomption Field on Lot
To Nearest Public Sewe~ Line
C leanout/Manhote
Water Sample Collected By
Wate~ Sample Test l~sult~
Sanitary Seal on Casing (Y/N)~3/A
Depression A=ound Wellhead (Y/N)~//%
; On Adjoining Lots
/u/% ; On Adjoining Lots
To Nea=est Public Se~r
'To Nearest Sewe= Service Line on Lot
B. SEPTIC/HOLDING TANK DATA
Date Installed ;1/'TA Size /OoO No. cf C~a=tments
Standpipes ~) Ai~-tight Caps ~/N~ Foundation Clea~out (Y/~_
Depression ove~ Tank ~(Y~ Date Last Pumped
Pumping/Maintenance Cont=act on File (Y/N) ~){~ ; fo~
Holding Tank High-Ware= Alarm (Y/N) ~/~ · Tempo=al~y Holding Tank Permit (Y/N)~U/~
. Separation Dis%antes f~cm S~.~tic/Holdin~ Tank:
To Water-Supply Well ' /~R; TO Building Foundation /& / ~/0 ,~~j
TO P=ope~ty Line ~90 ~ To Disposal Field
To Water Main/Service Lir~ ~/o ~ To St~e~, Pond, Lake,
Course ~3//%
[Page 1 of 2] 2-15-84
C. ABSORPTION FIELD DATA
Soils Pating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption A~ea
Depression over Field (Y~
Results of Last Adequacy Test
/ ,/%¢?¢
of System Design
kength of Field ~1%f
Depth of Field Q'
Gravel Bed Thickness ~,E~o~do
Standpipes P~esent ~N)
Date of Last Adequacy Test ~ ~/?~]~
Separation' Distance f~om Absorption Field:
To Water-Supply Well /~ To P=operty Line
To Building Foundation ~,~./ (~' ~o Existing or Abandoned System on
· ot pO//~ ; On Adjoining Lots
TO Water Main/Service Line ~/0' To Cutbank( if present)
To Stream/Pond/Lake/or Major D~ainage Course
To D~iveway, Parking Area, or Vehicle Storage Area /~~
LIFT STATION
Date Installed
Sims in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes(Y/N)
C~nts
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumpin9 Cycles ~,-ing Adequacy Test.
Meets ~DA
** Check Permitted Bedroc~ l~ating Against HAA Request
I certify that I have checked, ~rified, c~ confu:~d to all MOA HAA Guidelines in effect
on the date of this inspection.
U
[Page 2 of 2]
ALASKA e iUIROI'ImEFITAL COFITROL
~'nclin¢¢~'incI ~ ~nuironm~ntc~l Sludi~s
IFIC.
RANDY JACOBS
SRA BOX 35-J
ANCHORAGE AK
99516
SELLER - RANDY JACOB~ BUYER -
SUBDIVISION - VALLI VUE #2 BLOCK - 1
LOT - 40
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN AREA OF 468 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTINC/fj~540 GALLONS OF WATER PER
DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 675 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
(j~ ~OOM HOME
THE--SEPTIC TANK~AS PUMPED ON 3/7/84 ·~
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR
THIS 2 BEDROOM HOUSE. - ~---
1200 [Uest 33rd Auen~e. Suite ~,, Anchoroge, Al~s~o 99503-1907) 561-50z10
ALASKA ENVIRONMENTAL
CONTROL SERVICE[F~INC.
]200 West 33rd Avenue :uite B.
ANCHORAGE, ALASKA 99503
Phone 276-1361 GHEDXED BY
SHEET NO. '/-~ OF.
DATE
.23~
.30~