HomeMy WebLinkAboutDEER PARK BLK 3 LT 9beer Pork
Lot 9
Block 3
#051-042-47
Municipality of Anchorage Page 1 of 5
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW000424 PID Number: 051--042--47
Name:sONYA WHITE Wastewater System: [] New · Upgrade
Address:
22375 DEER PARK DRIVE CHUGIAK, AK 99567 .~ .ABSORPTION FIELD
No. of Bedrooms:4 r~ c~(~h
Ph°ns:(907~ 244--4540 ep Tren pilaw Trench [] Bed [] Mound []Other
LEGAL DESCRIPTION o.6 s.~/~. ~ 8.5-9.5 ..
9 5 DEER PARK 0.94-1.94 r~ 7.56
-- -- -- 1.5--2.5 r~ 67
0ravel wklth: Number of linee~ Ioiatanoe between lines:
WELL: [] New [] Upgrade .~ 2.5 FL 1I -
1015
ASTM
D-5054/F-810
~Ft, FL SQ. FL
O,~,le~ ~ -~t. o,,e,: moU= Wore. L...b rn'*°"e~REEN GENERAL oot. inatelled:
10/10-11 O0
TANK
SEPARATION DISTANCES · Septic [] Holding [] S.T.E.P.
To Septic Absorption Lift Holding Publlc/Prlv.te
From Tank Reid Station Tank Sewer Lines ANCHORAGE TANK 1250
Well 100'+ 100'+ - - 25'+ STEEL 2
Surface 100'+ too'+ - - - LIFT STATION
W(3ter
Lot 5'+ 10'+ - - -I
Line
Foundation 5'+ 10'+ -- -
NONE KNOWN
Drain I
Remorks: BENCH MARK
BO~q-OM OF SIDING AT POINT "B"
100.00
c,F
Inspections performed by: AWWC, INC. Dates: 1st ~o/~o/2ooo~,~ ;..' ~/, ~ ~._, ~ ~2p.q[~
2nd lO/11/2000
3rd 10/11/2000 I-p '": '" ~ru, A."Gac~.ss.""
~/~ . ~ -7953 .."~
Department of Health and Human Services approval '{~t=~ ' "-1 ........ '"'o~ ¢~.~ >~
Reviewed and approved by: ~¢-.~¢~/~ /c/. /4:)~ Dote: /E)-/7-oC
~;~o~',~: A S - B U I LTD R AWl N G
I ST2 44.0 62.4 .-- I ~///////~ I
001 39.4 64.2
MT1 41.1 65,4 '
10/13/2000
A B
ST1 37.2 57.5
ST2 44.0 62.4
DBL1 4-5.5 63.5
DBL2 47.1 64.6
FCO 8.0 19.7
C01 39.¢ 64.2
MT1 41.1 65.4
C02 89.4- 103.3
MT2 86.9 100.9
AI.ASI(A WATER & WASTE~VATER c.,xG.
::: CONSULTANTS, iNC. ~~ ~CAL£:
PREPARED FOR: PHONE NUMBER: PAGE NUk~BER:
SONYA WHITE (907) 244-4540 2 OF 5
LEGAL DESCRIPTION:
DEER PARK SUBDIVISION; LOT 9, BLOCK 3,
I'¢PE OF WORK:
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
F FIkL¢ ~ ~ ~ (AV~.)
5~P~C
MfCO
- 8LII (AV~,)
~SI~ WATER & WASTEWATER c.~.~.
SONYA WHITE (gO7) ~44-4540
DEER PARK S/D~ LOT B, BLOCK 3, ..~. .........
PROFILE DRAWING OF SEPTIC SYSTE~ UPGRADE
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Oct 05, 2000
Expiration Date: Oct 05, 2001
Permit Number: SW000424
Legal Description: DEER PARK BLK 3 LT 9
Design Engineer: 0041 AK Water & Wastewater Consulta
Owner Name: Sonya White
Owner Address: PO Box 672389
Chugiak, AK 99567-
Parcel ID: 051-042-47
Site Address: 022375 DEER PARK DR
Lot Size: 42158 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:
Issued By:
Date:
Date:
ALASI WATER & WASTEWATER
September 26, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Septic System Upgrade for Lot 9, Block 3; Deer Park S/D
To whom it may concern:
The existing 4 bedroom house is served by a private well and septic system. The existing septic
system consists of a 1500 gallon septic tank and "5-wide" type drainfields. The existing
drainfields are completely surcharged and must be upgraded prior to the sale of the house. A test
hole was excavated west/nm~hwest of the existing septic system. The proposed upgrade will be
designed around the 30 foot radius of the test hole. We are proposing that a new 1250 gallon
septic tm~k and a deep trench type drainfield be installed. Comments regarding the proposed
design are summarized as follows:
1. SOILS: Attached is a soil log which shows the soil profile, and the percolation test results. It
is our opinion that a 0.6 application rate should be used due to the visual appearance of the soils
2. TRENCH DESIGN:
a. Percolation Rate: 13.3 minute/inch
b. Allowable Application Rate: 0.6 gallon/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 1,000 ft2
f. Maximum depth: 9.5 feet
g. Effective Depth: 7.5 feet
h. Width: 2.5 feet
i. Length: 67 feet
k. Effective absorption area - 1,005 fl2
6901 Debarr Road, Suite 2B - Anchorage, AK 99504 - Ph: (907)337-6179 ~ Fax: (907)338-3246
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: As can be seen on the attached design, the a proposed trench is to be
installed on a slope that runs from approximately east/southeast to west/northwest at a 15 to 20
percent grade; 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 your
assistance.
Sincerelyl/
JF~ .~]arness, P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, one soils log, and a 7 page
construction specification letter which are all part of the design package for this' septic system.
6901 Deban' Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 - Fax: (907)338-3246
/i I '~ \
~ ~ / /// APPROX ~TE~
LOT 5, BLOCK 2,
~~ ~ --..... ~ SE~C
9/26/2000
Al AS~ WATER & W~TEWATER C.J.G.
PREP~EO FOR PHONE NUMBER: PAGE NUMBER:
SONY, WH~T, (gO~) ~-~0 1
DEER PARK SUBDIVISION; LOT 9, BLOCK 5
~E OF WORK:
SITE P~N SOR PROPOSED SEPTIC SYSTEM UPGRADE
~ ~ ~ ,'~ ~CAVAT/ A TRENCH ~T IS
/R ~/ / ~ / TH~I~/~ J ~ ~ ///BE USED ~ A RESERVE see
NOTE: THE CON~CTOR
E 100 FOOT WE~ ~IUS ~ggEg
~ x D~WN BY:
6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK. 99504- .
I SOIL LOG- PERCOLATION TESTI
LEGAL DESCRIPTION: DEER PARK S/D; LOT 9, BLOCK 3, ~''"i ..... r~F" ~"-'"~""t""(
PERFORMED FOR: SONYA WHITE
DATE PERFORMED: 9/18/00
O~A~CS TEST HOL£ #1
DEPTU ~
(fee~
i ,~11 SOIL OLASSIFICAIIONS
GW
~ GP ~ ML
~ GM CL
i GC OL
SW MH
~ SP CH
SH ~ OH SITE PLAN
~ SC = O0
GM/SM/ML DEPTH TO DATE
MIX 3ROUNDWATERI
DRY 9/18/00
DRY 9/26/00
10
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TINE (HINUTES) READING (INCHES)
12 9/20/00 1 __ 5:30 __ 6"
2 4:00 30 3 3/4" 2 1/4"
13 3 4:00 6"
4 4:30 50 3 3/4" 2 1/4"
14 5 4:.30 6" __
6 5:00 30 3 3/4" 2 1/4"
15 --
15 _ _ __
17 __
18
19 PERCOLATION RATE 13.3 (HIN./INCF PERC. HOLE DIA. 6" (INCHES)
20
TEST RUN BETWEEN 7.0 , ,..~.,~.., 7.5 FT.
COMMENTS: PERC-HOLE WAS PRE-SOAKED FOR 4+ HO/~E /~UN~GUIDELINES IN EFFECT' CERTIFY THAToN THIS
DEPTH TO DATE
3ROUNDWATEF
DRY 9/18/00
DRY 9/26/00
PERFORMED BY ALASKA WATER & WASTEWATER I, ~)
THIS WAS PERFORMED I~ ACCORDANCE WITH ALL STAlfC-~'
DATE. DATE: ¢4/,A///~0
Parcel I.D. #
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental 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
051-042-47
1. GENERAL INFORMATION
Complete legal description DEER PARK SUBDIVISION: LOT 9. BLOCK
Location (site address or directions) 22375 DEER PARK DRIVE CHUOIAK. AK 99567
Property owner $ONYA WHITE Day phone (907) 24-4-4540
Mailing address 22575 DEER PARK DRIVE CHUGIAK. AK 99567
Lending agency Day phone.
Mailing address
Agent LAURA HAMILTON W/ PRUDENTIAL VISTA Day phone (907) 689-6506
Address 16635 CENTERFIELD DRIVE EAGLE RIVER. AK 99577
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual well xxx
Community well
Public water
NOTE: ff community weft 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-site
Public sewer
NOTE:
xxx
If community wastewater system, provide written confirmation from State ADEC
lng to the legafity and status of system.
72-025 (Rev. 1/91 ) Front MOA #21 Computer Version
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $2620.00 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 data 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 fifes and from my investigation and ins ~,ction, the on-site water supply and/or wastewater
disposal system is in compliance with all Munici i~nd State codes, ordinances, and regulations in effect
on the date of this inspection.
of Firm ALASKA WA'T'~ &/~/AS~, ER CONSULTANTS, INC. Phone (907) 337-6179
Name
Address 6901 DEBARRF/OAD,IS¢I~'¢'2¢.//~ "-,HORAGE, ALASKA 99504 , /
Engineer's Signature L~C/~/tt~vv~J~ ~ Date /o/~3//~
In conducthlg this evaluation, AWWC, In~/ ~tecYpted to""] ,vide a thorough, conscientious engineering analysis
of
the
system in accordance with ADEC and M~)~/DP~S Guidelines & Regulations. The reported results described the
performance of the system under the condltion~ encountered at the time of the test, and separation distances
measured to readily identifiable features. The operational life of afl 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
the evaluator of the system. Satisfactory test results do not guarantee future performance
of the 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
system w~ll continue to meet the operational requirements of the ADEC or MOA DHHS.
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
P/" Approved for Ur
Disapproved
Conditional approval for
bedrooms
bedrooms, with the following stipulations:
Additional Comments
By: /¢.¢../../'..~ ...., J /.Z~.. ~ ~ Date / O - / '7 - O O
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.
72-025 (Rev. 1/91) Back MOA #21 Compu{er Version
Legal Description:
A. WELL DATA
Well Type PRIVATE
Log present (Y/N)
Total depth 129'
Sanitary seal (Y/N).
RECEIVED
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICEoScT
Environmental Services Division 1
825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744
MUNICIPAUTY 0F ANCHORAGE
Health Authority Approval Checklis[ NwRc ENTAL SEP, VICES DtVISION
DEER PARK S/D; LOT 9, BLOCK 5, ParcelI.D.:
IfA, B, or C, attach ADEC letter. ADEC watar system number
YES
Date completed
Cased to 128' 2"
YES
Nitrate
051-042-47
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform 0
Date of sample: 10/5/00
B. SEPTIC/HOLDING TANK DATA
Date installed 10/10-11/00 Tanksize
Foundation cleanout (Y/N)
Date of Pumping NEW
C. ABSORPTION FIELD DATA
Date installed 10/10-11/00
Length 67' Width
Effective absorption area 1015 SQ.FT.
Date of adequacy test NEW
YES
Pumper -
N/A
FROM WELL LOG
6/10/81
94'
50
6/10/81
Casing height (above ground) * 12+/-
Wires pro,oedy protected (Y/N) YES
· WELL GRADED AROUND CASING
AT INSPECTION
9/29/00
102'
g.p.m. 6.09 g.p.m.
0.79 m.q/L Other bacteda 0
Collected by: A.W.W.C., [NC.
1250 Number of Compartments 2 Cleanouts (Y/N) YES
Depression (Y/N) NO High water alarm (Y/N) N/A
Soil rating ~or ft2/bdrm) 0.6
2.5' Gravel thickness below pipe
Monitoring Tube present (Y/N) YES Depression overfield (Y/N)
Results (Pass/Fail) - For 4
*BELOW FINAL GRADE
'System type TRENCH
7.56' Total depth .10.5'-11.0'
Fluid depth in absorption field before test (in.);
Fluid depth - (ins) Minutes later:
Peroxide treatment (past 12 months)(y/N)
72-026 (Rev. 3196)* Computer Version
- Immediately after - gal. water added (in.): __
- Absorption rate -- -
- If yes, give date -
NO
Bedrooms
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Size in gallons
"Pump on" ~' level at*
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'+
100'+
N/A
25'+
On adjacent lots 100'+ __
On adjacent lots 100'+ .
Public sewer manhole/cleanout N/A __
Lift station N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation 5% Property line
Water main/service line 10'+ Surface water/drainage 100'+
SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation
Surface water 100'+
Curtain drain NONE KNOWN
F. ENGINEER'S CERTII~I~A'~;
I certify that/hE ~r/~n~ ti ~ field inspections and review
of Munic/pa/ r~.on ~/th~ /~bc s systems are in conformance
with MOA HA~ gu ,i~v~ f~n this date.
Signature "---'
Engineer's Name NI JEFFREY A. OARNESS
Date / 0 I ~
Absorption field
Wells on adjacent lots
5'+
100'+
10% Water main/service line 10'+
Driveway, parking/vehicle storage area 25%
Wells on adjacent lots 100%
HAA Fee $ '*~,~,/~.~,C).OLd2
Date of Payment /'f__)-~/~- OC>
72-028 (Rev, 3/98)* CompuIer Verslon
Waiver Fee $
Date of Payment
Receipt Number
,.10-05-00
12:19 FRO~CTE ENVIRONMENT^L
?
5615301
T-070
P.01/02
F-820
CT&E Enviro.nmental Services Inc.
Laboratory Divtsion
200 W. Potter Drive
Anchorage, AK 99518
Tel: (907) 562-2343
Fax: (907) 561-5301
CT&E Ref. #:
Ctient Name:
Project Name:
Client Sample ID:
Matrix:
1006112001
AK Water & Wastewater Cons.
Deer Park
Lot 9 BIk 3
Ddnking Water
PWSID n/a
Sample Remarks:
Client PO#; nla
Printed Date/Time: 10/05/00 12:00
Collected Date/Time: 10/03/00 11:27
Received Date/Time: 10/03/00 14:30
Technical Director: Stephen Ede
Released By: ~
Parameter
Results PQL Units
Allowable Prep Analysis
Method Limits Date Date Init
Total Coliform (MF) 0 co11100 mi
Nitrate 0,79 0.5 m§/L
SM9222B 10/03/00 KAP
EPA 300 10.0 10/03/00 SCL