HomeMy WebLinkAboutATELIER #1 BLK 2 LT 9AAtelie #1
Lot 9A
Block 2
#041-031-41
Municipality of Anchorage Page 1 of. 5
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 1966.50 Anchorage, Alaska 99519-6650 Telephone: 545-474-4
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW000222 PID Number: 041--0`31--41
N°me:DAVE DAUM WastewaterSystem: [] New · Upgrade
Address:
7241 MONTAGNE CIR. ANCHORAGE, AK 99507 ABSORPTION FIELD
No. of Bedrooms:
Ph°ne:(907~ 55.3--0962 D Deep Trench · Shallow Trench [] Bed [] Mound [] Other
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION 1.2 ,PD/~. ~ 12' MAX.
9A 2 ATELIER #1 7.65 ~,. 4.4 Ft.
- - -v ~ 50 rL
WELL: [] New [] Upgrad 5 ~ 1 -
Et, Ft~ 500 SO, Et. g 5034/ F-810
A+ HOME SERVICES 8/8/00 - 8/10/00
~~%,d: ~PM r PumpPump~etSet At:At: F+.,1 Casfng Hefgh, Above Oroun~,pb TANK
SEPARATION DISTANCES · Septic [] Holding [] S.T.E.P.
To Septic Absorption Uft Holding >ubllc/Pdvah
-rom Tank Field Station Toni( Sewer u... PREMIER PLASTICS 1300
Well 100'+ 100'+ - - 25'+ HDPE 2
Su~OOewater ~00'+ ~00'+ -- -- -- LIFT STATION ~
Foundation 5'+ 10'+ -- -- --
NONE KNOWN
Drain I
;~emarks: *HOUSE IS ONLY 3 BEDROOMS, BENCH MARK
TOP OF FOUNDATION CLEANOUT
IAsumed BevoUon: 109.64
Inspections performed by: AWWC, INC. Dates: 1st 8/8/2000 .~ t ~-i~~, '.?,t
2nd 8/9/2000 ~"' ;"" ~/"] ~"/~ ~ ........
4th 8/16/2000 ~ 'p ", elfre~ . .," ~
Department of Health and Human Services .approval vOi~..~,j ..1 ..~ :-795~..?.~..~
Reviewed and approved b /~:~o.~TZ-Date: ~-¢- ~/- O~
172-013 (Rev. 9(/91) MOA 25
PERMIT NUMBER: AS BUILT D~.W~ITG PARCEL ID NUMBER:
SW000222 - 041-0;51-41
/
/
/ ITHIS IS A FOUR
[
BEDROOM SYSTEM
/
/
/
/
/ /-~ EXISTING TRENCH NEW DRAINFIELD--~ J
/ /TO BE USED AS A ~ J
Gp~ DBL1 ~
' ~ ALTERNATE S~E
A
~ ~'~ ": .'. ,X. { ..... ' '~ '.,, ,-,.., ':~ ~ s~P~c TA~K
~oo'W~L ~us ~ ImF~ ~ ST2 58.4 25.0
', ~ ) 8/9/2000 TO CONFIRM SEPA~TION ' '
~ / ~TO BEDROCK AND IMPERM~BLE DBL2 60.5 28.5
~ ~SOILS. DEEPENED TEST HOLE WAS
· 5~ //DRY TO 19' ON 8/21/00. O~.IGINAL FD 60.8 28.9
~~ / JTEST HOLE WAS DRY TO 16.5+ ON
~ /, / (8/7/2ooo. C01 107.2 68.2
~ ~ /-~ ~ --~ MT1 105.6 65.5
/ ~ ~ ~ -~_ C02 135.3 76.~
-~-~-~.~ / ~-~-~_~ MT2 133.0 75.5
........... D~WN BY:
............. ~ CONSULTANTS, INC.~ ............... ............ 1"
DAVE DAUM (907) 333-0962 2 OF
O SC. TJON: "..
ATELIER SUBDIVISION ~1; LOT 9A, BLOCK 2 ~:e~ '.4J
WPE OF WORK: ofessiO¢~
AS-BUILT OF SEPTIC SYSTEM UPGRADE
"**' "~** AS BUILT DRAWING
SW000222 - 041-051-41
ATINt~f-I~eO~ ~- ~AfO~T-lO4,eO
PREPAREO FOR:
DAVE DAUM (fl07) 333-0~62 3 OF 3
LEGAL DESCRIPTION:
AS-~UILT PROFILE OF SEPTIC SYSTEM UPGRADE
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P. 0. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 11,200'0'
Expiration Date: Jul 11. 2001
Permit Number: SW000222
Legal Description: ATELIER#1 BLK 2 LT 9A
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Dave Daum
Owner Address: 7241 Montagne Cir.
Anchorage, AK 99507-1284
Parcel ID: 041-031-41
Site Address:
Lot Size: 76230 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] SepticTank
[] Holding Tank [] Privy ~ Private Well ~ Water Storage
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 ( 18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: //~/"¥~ ~
ALASI(AWATER & WASTEWATER
July 7, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Enviromnental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Upgrade Design for Atelier Subdivision; Lot 9A, Block 2
To whom it may concern:
The existing 3 bedroom house is currently served by a private well and septic system. The
existing drainfield is in a state of failure and must be upgraded prior to the sale of the house.
One test hole was excavated east of the existing septic system. The prospective buyers are
requesting a 4 bedroom septic system be installed for a possible addition to the house. The
proposed septic system will be designed within the 30 foot radius of this test hole. We are
proposing that a 1300 gallon "Premier Plastic" septic tank (per buyers request) and a 5-wide
trench type drainfield be installed. Comments regarding the proposed design are summarized as
follows:
1. SOILS: Attached is a log which shows the soil classifications, groundwater monitoring, and
the percolation test results. The soils below the organic layers is an SM material to a depth of 4.5
feet and then transitions to a GW material to a depth of 14.5 feet. At 14.5 feet, the soils then
transition back to a SM material to a depth of 16.5 feet (bottom of test holes). No groundwater
was encountered during the excavation of the test hole. A percolation test was performed
between the depths of 7.0 feet to 7.5 feet which had a pemolation rate of <1 minute/inch. It is
our opinion that the insitu soils and the SM materials at 14.5 feet will act as a sand filter and that
an application rate of 1.2 gallons/day/ft2 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 500 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 4 feet
6901 Debarr Road, Suite 2B - Anchorage, AK 99504 - Ph: (907)337-6179 N Fax: (907)338-3246 - akwwc.com
h. Width: 5 feet
i. Reduction Factor: 0.5
~ Minimum Length: 50 feet long
· Effective absorption area = 500 ft2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY.' As can be seen on the attached topography site plan, the average
topography of this property is a 10 to 25 percent running from approximately west to east; in
short, there are no slope concerns. The trench is to be installed parallel to slope contours.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for yoar'
assistance.
Presid~nl [J
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, one soil log,
and a 7 page construction specification letter which are all part of the design package for this
septic system.
6901 Debarr Road, Suite 2B - Anchorage, AK 99504 - Ph: (907)337-6179 - Fax: (907)338~3246 - akwwc.com
' ~ / N ~SEP~C ~ J/ / ~ LOT ~, BK 2,
I f i ~O0' WELL ~DIUS. i LOT ~, BK 2, % ~
I ~I ~S J % ............. SY~M. SEE DESIGN,
, ,,~ ,~~& ,,~ o~ ~. x ~ / '
~',,1 -- .... -7~ - -~
KNOLL ON THE WOLD S/D ~
LOT9 /~
A~ WATER & WASTEWATER K.D.W. ~,'
BArE BAUM (907) ~55-0962 1 OF Z ~, '~eJ~6~ A.~rnessz
XGAL DESCRIPtOr: v~ %ft.
~TELIER SO~91?ISION ~1; LOT 9~, ~LOCK 2, ~t,~. ".~ .-"
SITE P~N FOR SEPTIC SYSTEM UPGRADE
/
/
/ /~PROPOSEO DRAINF~ELD. EXCAVATE A
/ EXISTING TRENCH / TRENCH THAT ~S 10 FEET DEEP, BY 5
/ BE USED AS a FEET WIDE, BY 50 FEET LONG. AOD
/ ~TOREsERVE SITE / F FEET OF CLEAN, WASHED SEWER
/ / .~ DRAINROCK. INSTALL TRENCH PARALLEL
-- ~ ~ /~. INSTALL FLOW ~ A
THiS IS A FOUR
/ BEDROOM DESGN
DAVE DAUM (907) ~33-0962 2 OF 2 ~ ~J~ffr~/ A. Gorness.'
ATELIER SUBDIVISION; LOT 9A, BLOCK 2 q~%e ..........
DESIGN Of SEPTIC SYSTEM UPGRADE
LOT 7A,
ATEUER
,~oo' WELL
THE
K.D.W.
M
'."R
~^sr.A w^~r & w^sr..w^r~r consu~TA~rrs, mc.
[SOIL LOG - PERCOLATION TEST]
~:'
LEGAL DESCRIPTION: ATELIER SUBDIVISION; LOT 9A, BLOCK 2
;.-..~
DATE PERFORMED: 6/28/2000
~ $% ', .. - ... ...~
DEPTH ~
(feet)
~ GP ~ ML
GM CL ~X
GC eL ' ~~
~ ~ sp CH /
~:~ SM OH /
GROUNDWATE~
8 ~<~>;~ ;~, DRY 6/28/2000
[~; CLOCK NET TIME WATER LEVEL NET DROP
11 ~:~ DATE READING
~;C~¢~? TIME (MINUTES) READING (INCHES)
12~ 6/30/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING
- ¢' _ _
I
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HO~E DIA. 6 (INCHES)
20 TEST RUN BETWEEN 7.0 FT. AND 7.5 FT.
CONHENTS:
PERFORMED BY A~SKA WATER & WASTEWATER. I, dEFFR~ A. GARNESS, CERTI~ THAT THIS
WAS PERFORCED IN ACCORDANCE WITH ALL STALE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE:
DEPTH TO DATE
GROUNDWATEE
DRY 6/28/2000
DRY 7/5/2000
Parcet I.D. #
MUNICIPALITY Of ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of EnvironmentaJ Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
(907) 343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILLY DWELLING
041-031-41
1. GENERAL INFORMATION
Complete legal description ATELIER SUBDIVISION #1: LOT 9A. BLOCK 2
Location (site address or directions) 7241 MONTAGNE CIRCLE ANCHORAGE, AK 99507
Property owner
Mailing address
Lending agency
Mailing address
DAVE DAUM
7241 MONTAGNE CIRCLE ANCHORAGE. AK
Day phone (907) 535-0962
99507
Day phone
Agent JACK BLAIR w/ REMAX PROPERTIES Day phone (907) 229-75899
Address 2600 CORDOVA ST. ANCHORAGE. AK 99505
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: 4-
TYPE OF WATER SUPPLY:
Individual well xxx
Community well
Public water
NOTE: If community well system, provide wdtten confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
individual on-site xxx
Holding Tank
Community on-site
Public sewer
NOTE: if community wastewater system, provide written confirmation from State ADEC
ing to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21 Computer Version
INote: Alaska Water and Wastewater Consultants, Inc. shall be paid $850.00 at,
or prior to, closing for the engineering services provided.
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 vedfy 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 Municips~nd State codes, ordinances, and regulations in effect
on the date of this inspection. ,¢'(--" /
NameofFirm ALASKAWA"C~&~/~S~A~EROONSULTANTS, INC. Phone (907)337-6179
[,, ,_~/~// /, ' o '
,. conducting this evaluation, AVWVC, ,ncCat~rn~ted to~r6vide a thorough, conscientious engineering analysis of the
system in accordance with ADEC and MOA CHHS Guidelines & Regulations. The reported results described the
performance of the system under the conditions encountered at the time of the test, and separation distances
measured to readily identifiable features. The operational life of all wells and septic systems depend
on the local soils condition, ground water 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
,he evaluator of the system. Satisfactory test results do not guarantee future performance
of tho system, nor do they guarantee that there are no hidden defects or encroachments.
AWWC, Inc. can therefore not provide any warranty for future estimate of how long the ~V~ '"';~7 '0^
systemwillcontinuetomeettheoperationalrequirementsoftheADEOorMOADHHS,
The content of this report is for the sole benefit of the owner listed above. Any
reliance upon or use of this report by any other person or party is not authorized, ,
nor will it confer any legal right whatsoever.
6. DHHS SIGNATURE
~ Approved for
Disapproved
Conditional approval for
bedrooms
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 satisfy cedain 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.
72A)25 (Rev. 1/91) Back MOA #21 Computer Version
Municipality of Anchorage
DEPARTMENT Of HEALTH & HUMAN SERVICES AU(; 24
Environmental Services Division
825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-47~bNlC~P^Ll?¥ OP/
'~q~'ONMENTAL SERVICES
Health Authority Approval Checklist
Legal Description:ATELIER
A. WELL DATA
Well Type PRIVATE
Log present (Y/N)
Total depth 80'
Sanitary seal (Y/N)
SUBDIVISION #1; LOT 9A, BLOCK 2 parcel I.D.:
041-031-41
*MOST RECENT WELL DATA COLLECTED ]
BY S&S ENGINEERING. (SEE A'ITACHED)/
If A, B, or C,' attach ADEC letter. ADEC water system number
N/A
YES
Date completed
Cased to 80'
YES
5/21/81
Casing height (above ground) 1 '+
.Wires properly protected (Y/N). YES
Date of test
Static water level
FROM WELL LOG
5/21/81
,30'
*ATINSPECTION
4/11/2000
Well production 10 g.p.m.
g.p.m.
WATER SAMPLE RESULTS:
Coliform 0
Date of sample: 8/9/200O
Nitrate
1.27 m,q/L Other bacteda 0
Collected by: A.W.W.C,, INC.
B. SEPTIC/HOLDING TANK DATA
Date installed 8/8 - 10/00 Tank size
Foundation cleanout (Y/N). YES
IPREMIER PLASTIC SEPTIC TANKI
1300 Number of Compartments 2 Cleanouts (y/N)
Depression (Y/N) NO High water alarm (Y/N) N/A
YES
Date of Pumping NEW
C. ABSORPTION FIELD DATA
Date installed 8/8 - 10/00
Length 50' Width
Pumper. -
[**BELOW ORIGINAL GRADE]
Soil rating (g.p.d./ft2 or ft2/bdrm). 1.2 System type TRENCH
5' Gravel thickness below pipe 4.05' Total depth *.12' MAX..
Effective absorption area 500 SQ. FT. Monitoring Tube present (Y/N) YES Depression over field (Y/N) NO
Date of adequacy test NEW Results (Pass/Fail) For ~------"B'~edrooms
Fluid depth in absorption field before test (in.)~dded (in.):
72-026 (Rev. 3~96)* Computer Version
D. LIFT STATION ~
Date installed
Manhole/Access (Y/N) ~evel at* "Pump off" level at*
High wa~ *Datum
..~sted
E, SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
100% On adjacent lots 100%
100% On adjacent lots 100'+
N/A Public sewer manhole/cleanout N/A
25'+ Lift station _ N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation 5% Property line 5%
Absorption field 5'+
Water main/service line 10'+ Surface watefldrainage 100'+ Wells on adjacent lots 100%
SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 1 0'+ Water main/service line 1 0'+
Surface water 1 oo'+
Driveway, parking/vehicle storage area
Curtain drain
NONE KNOWN
E.G .E R'S
I certify that I h~/e
of Municipal re~,ord~ tiaa
with MOA H~ gui~n~
Signature
Enginee(s Name~ '
JEFFREY A. GARNESS
Mid inspections and review
systems are in conformance
on this date.
Wells on adjacent lots 100%
HAAFee$~.~' Db 'D~
Date of Payment
Receipt Number ~2 (
72~26 (Rev, 3/96)* Computer Vemlon
Waiver Fee $
Date of Payment
Receipt Number
05/i0/1995 05:32
90?34590?6 JACK&JOANNE BLAIR PAGE 02
~l¥1L Ei4(JlEEl~
lDO?) O~)4.mar~
WELL FLOW TEST DATA r~x I~o~) ~.1~1,
U~TERIA AND NITnATE ~Pi. Eg ~C~Ei) (d~iej: ~ ~ - - -
I~ESgLT$: WELl. CUflltl~l'~lLY PRODUCES ~ OPM WlTII A ~-//~"C--IJItAW[iOW/a
FLOW flATE NOT OUARANTEEO--SUE3SEQUENT VARIATIONS CAN OCCUR.
17l);14 IJOIIIIl[A~l J~ (JlV~ I1 lOOp * 81 Ii l[ [114 · r.'AGI f, IllV~ll, Al A$1CA ,q~. I.~ ? 1
· 08-16-00 09:40 ~:ROI~-CTE ENVIRONMENTAL
z{r~ CT&E EnvironmentaIServiceslnc-
56l$301
T-738 P.02/03 F-606
CT&F- Ref.~
Client Name
Projee~
Client SampIv ID
Mawlx
Ordered By
FwSID
Sample Reraaxks
1004480001
AK Water & WasTewa~er Cousukanu Inc.
A~elier Lo~ 9^ Blk 2
Atclier ].or 9A BLk 2
Dnnkmg Wa~e~
0
Client pOg
primed Da~e-tTime 08/15/2000 16:44
Collected DaTetTimc 08/09/2000 14;35
Ree~ved Da[e~ime 08/10/2000 16:45
Technical Director Stephen C. Ede
A~owabk Prep .,~uuly~S
P,~uIIs PQL UmTS M~hod Mrm',s Da~: D~ In~.I
NaraIe-N 1.27 0.500 mg/t EPA 300.0 l0 max
08/10/00 SCL
TolalColi~rm 0
col/100mL SMI 8 9222B
08/10/00 jDT