HomeMy WebLinkAboutDEER PARK BLK 3 LT 2beer Pork
Lot 2
Block 3
#051-042-40
Municipality of Anchorage Page 1 of_ 3
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: SW00036'3 PID Number: 051--042--40
Name:MAR~' LOVEJOY Wastewater System: [] New · Upgrode
PO BOX 670`375 CHUGIAK, AK 99567 ABSORPTION FIELD
No. of Bedrooms:
Ph°ne:(907) 688--5202 *4 BDeep Trench OShollow Trench OBed DMound OOther
LEGAL DESCRIPTION 0.60 apO/Sq. Ff. 10'-- 11' Ft.
2 ,3 DEER PARK 1.88-2.97 n~ 8+ Ft.
- - - 1.5-2.5 n~ 82 (2 @ 41)
Grovel w~dth: lumber of lines: Io]atence between
WELL: [] New [] Upgrade 2.5 ~ 2J 18.5
.--- ~ ~. 1,312 so. ~ ASTM D-50,34/F-810
11eld: I Pump Set At: ICeelng Height ~ove Grounck
TANK
SEPARATION DISTANCES · Septic [3 Ho]ding [] S.T.£.P.
To Septic Absorption Uft Holding Public/PrivatE
Tank Field StaUon monk Sow.r Un.. PREMIER PLASTIC 1000/500
Well 100'+ 100'+ - - 25'+ PLASTIC 2/1
SurfaCewater 100'+ 100'+ - - - LIFT STATIuON ~/
Lot 5'+ 10'+ - - - ~ ~k '
Line
FoundoUon 5'+ 10'+ - - -
~emorks: *THE .OUSE ~S CU.REN~.Y ^. BEDROOM BENCH MARK
RESIDENCE; BUT THE NEW SEPTIC SYSTEM WAS SIZED FOR BOTFOM OF BACK DOOR THRESHOLD
A 5 BEDROOM RESIDENCE. I,~.~,,,.d ~.~°uo.: 12`3.79 F~.
'.,,"/"f', ..,
~.'"-~I/H-'~ ~:"' i_ . ~ r.......
Inspections performed by:
2nd 9/22-25/00
3rd 9/25/2000 ~ .~ ..j re tr~ A~ Gar~ess;
d ..-'
Department of Health and Human Services approval ~h,~,.... .....
Reviewed and approved by: /'),,.,,-////~ j k). ('~,~? Date: c/ . 2. ?- oe
NOTE: THE EXISITN~ SEPTIC TANK
~k;oVEb O~-S~T~.
/ t ~N~ lOOO GALLO~
ST2 42]83 81]52 C01 129.55 124.02
DBL1 45.55 82.51 MT1 130.57 135.86
DB~ 46 2I 82.96 C02 151.53 148.20
ST3 49.52 83.60 C03 146.92 146.04
DBL3 51.56 84.45 MT2 149.06 156.90
[ ~ ~d~lfr~ A. Garness..
A B A B
FCO 23.90 54.68 FS1 54.40 84.81
ST1 39.69 79.65 FS2 126.12 133.66
ST2 42.83 81.32 C01 129.35 124.02
DBL1 45.55 82.51 MT1 150.37 135.86
DBL2 46.2I 82.96 C02 151.55 148.20
ST3 49.52 83.60 C03 146.92 146.04
DBL3 51.56 84.43 MT2 149.06 156.90
DBL4 52.45 84.64 C04 151.86 169.79
.: 9/25/2000
J,L,M,
AI.ASKA WATER & WASTEWATER
CONSULTANTS, INC.~ ...... ~','~' ~:~ 1" = 40'
MARTY LOVEJOY (907) 688-5202 2 OF 5
DEER PARK SUBDIVISION; LOT 2, BLOCK
AS-BUILT OF SEPTIC SYSTEM UPGRADE
,E*,T.,"*R: AS BUILT DRAWING
5W000363 ' 051-042-40
~1~ I~1,~ ~ ~
A? af 118,1P L I~ ~ ~ J fO P~ ~Yog
~5T ~NCH ~f ~NCH
I
I
~87,52 (AV~,)u ~ ~,1~ (AV~,) ~
,/2s/2ooo ~~'
.~:.: CONSULTANTS, INC.,-,, ......... : SOA~:
MARTY LOVE JOY (907) 688-~202 3 OF ~
~PE OF WORK: rofess~OO~
PROFILE AS-BUILT Of SEPTIC SYSTEM 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: Sep 11, 2000
Expiration Date: Sep 11, 2001
Permit Number: SW000363
Legal Description: DEER PARK BLK 3 LT 2
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Marry Lovejoy
Owner Address: PO Box 670375
Chugiak, AK 99567-
Parcel ID: 051-042-40
Site Address: 022083 DEER PARK DR
Lot Size: 40000 SQ. FT.
Total Bedrooms: 5 Permit Bedrooms: 5
This permit is for the construction of:
~] Disposal Field [] SepticTank [] Holding Tank [] Privy
Private Well
[] Water Storage
AIl 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.
Date: c*~/ /5/'c¢qt~
Date: ¢'-//-¢¢
ALASI WATER & WASTEWATER
September 6, 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: Septic System Upgrade Design for Lot 2, Block 3, Deer Park Estates Subdivision
To whom it may concern:
The existing 4 bedroom house is served by a private well and septic system. The existing septic
system consist of a 1250 gallon septic tank and a deep trench type drainfield. 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 west of the existing septic system. The proposed septic system will be designed
around the 30 foot radius of this test hole. The new buyers would like a 5 bedroom system to be
installed for a possible filtare addition or remodeling. We are proposing that a 1500 gallon septic
tank and two deep trench type drainfields be installed. Comments regarding the proposed design
are summarized as follows:
1. SOILS: A soil log which shows the soil classifications, groundwater monitoring, and the
percolation test results are attached. A percolation test was performed between the depth of 7.5
feet to 8.0 feet which had a percolation rate of 15 minute/inch. It is our opinion that due to the
overall appearance of the soils, a application rate of 0.6 gallons/day/ft2 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 15 minutes/inch
b. Allowable Application Rate: 0.6 gallons/day/fi2
c. Number of Bedrooms: 5
d. Design Flow: 750 gallons per day
e. Minimum Absorption Area: 1250 ft2
f. Total Depth: 11 feet (max.)
g. Effective Depth: 8 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A
~ Minimum Length: 80 feet total length (2 ~ 40 feet long each)
· Effective absorption area = 1280 ft~
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akvrqvc.com
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 ranges from 1 to 5 percent that runs from approximately east to west.
There is a slight road cutbank to the west of the proposed drainfields; but a 25 percent slope from
the proposed distribution lines would not daylight. In short, there are no slope contours. 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.
Pres~l~nl
NOTE: Attached is a site plan drawing, a design drawing, a soils log, and a 7page 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 * Website: akwwc.com
DEER
LOT ~-, BLK ,3,
DEER PARK S/D
LOT 2, BLK 1, /
DEER PARK S/D /
SERVED BY A PRIVATE /
WELL & SEPTIC. WELL //
IS IN THE NORTHWEST
OF THE PROPER~(. /
PROPOSEO SEPTIC
(SEE DESIGN, PAGE 2 OF 2)
ALTERNAT/E
SYSTEM
/ \
I \
/ \
! \
/ \
LOT 6, BL~ 2,
DEER HORN S/D
SERVED BY A COMMUNI~
WATER SYSTEM AND A
PRIVATE SEPTIC
.EXISTING
SEPTIC
pARK S/D
DATE:
,/ /2ooo
J.L.M.
SCALE:
1" = 100'
ALASKA WATER & WASTE VATER
CONSULTANTS, INC,~
PREPARED FOR PHONE NUMBER:
MARTY LOVE JOY 688-5202
LEGAL DESCRIPTION:
DEER PARK ESTATES S/D; LOT 2, BLOCK 5,
PAGE NUMBER:
1 OF2
iYPE OF WORK:
SITE PLAN FOR SEPTIC SYSTEM UPGRADE
J~ / /
~ // / /- / / PROPERTY LINE AND THE 100 FOOT WELL RADIUS
I~/ ./ / / / FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR
~'J' / / / ,,' TO CONSTRUCTION. II
X I THI
IS FOR J~ EXlS~NG O~INFIELD TO
~ ~ ~ ~ALT~.~=. S~. WEE R~UIR~ JA 5 BEDROOM HOUSEI
~ N ~ ~ THE USE OF A'B~OCYOL~ UN~Nq~
DATE:
~ CONSULTANTS, iNC.
M~RIY LOV[~OY (~07) ~g-3202 2
DESIGN OF SEPTIC SYSTEM UPGRADE
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
6901 DEBARR ROAD. SUITE 2B * ANCHORAGE, AK. 99504-
PHONE (907) ,357-6179 * FAX (907) 558-524-6
I SOIL LOG - PERCOLATION TEST]
LEGAL DESCRIPTION: DEER PARK ESTATES S/D; LOT 2, BLOCK
MARTY LOVEJOY
PERFORMED FOR:
DATE PERFORMED:
8/22/2000
-- ORGANICS ITEST HOLE #1
SM HIXED W/
ORGANICS
GM/SH/HL
SOIL CLASSIFICATIONS
OR
ML
CL
OL
MF
CH
OH
SC
DEPTH TO DATE
GROUNDWATER
D~_RY 8/22~/2000
~5.5' !8/3o/2ooo
SITE
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
8/50/20)0 - PRE.~ )AKED PERI< HOLE 4+ HOL ~S PRIOR TO TES
8/30/00 1 5:36 6"
__ 2 6:06 30 MIN. 4" 2"
3 6:06 6"
4 6:36 30 MIN. 4" 2"
5 6:36 6"
6 7:06 30 MIN. 4' 2"
PERCOLATION RATE 15 (HIN./INCF
TEST RUN BETWEEN 7.5 FT. ANI
COMMENTS: RECOMMEND USING A 0.6 APPLICATION RAT,~E.
PERFORMED BY ALASKA WATER & WASTEWATER ], / I/F
THISDATE. WASDATE:PERFORM,ED/c~/¢~/OJIN ACCORDANCE WITH ALL S~l'E~/f g
PERC. HOLE DIA. 6" (INCHES)
8.0 FT.
, CERTIFY THAT
GUIDELINES IN EFFECT ON THIS
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
051-042-40
1. GENERAL INFORMATION
Complete legal description DEER PARK SUBDIVISION: LOT 2. BLOCK 5
Location (site address or directions) 22083 DEER PARK DRIVE CHUGIAK. ALASKA
Property owner
Mailing address
Lending agency
Mailing address
MARTY LOVEJOY
P.O. BOX 670575
CHUGIAK, AK 99567
Day phone 688-5202
Day phone
Agent
Address
Day phone
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 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 xxx
Holding Tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
lng to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21 Computer Version
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 investigation and inspection, the on-site water supply and/or wastewater
disposal system is in compliance with all Municipai~d State cedes, ordinances, and regulations in effect
on the date of this inspection. ,~ /
Name of Firm ALASKA WAT'~ & ~,¢STE'~NA"TEI~ CONSULTANTS, INC. Phone (907) 337-61'/9
Address 6901 DEBARR R/OAD,~S~I~ 2~B MOH(~GE, ALASKA 99504. · --
Engineer's Signature ~.-'-~-~XT~~-'_#.g,,V/T., Date
In conducting thla avaluatlen, AmO, In / ®neclentlous a,g,neering analye,s ef th,.
system in accordance with ADEC and Mf)A DHF(~ 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 ,~'~ ~ ~. ,
"/"Z
....
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 warranO/ for future estimate of how long the
system will 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 pariy is not authorized,
nor will it confer any legal right whatsoever.
6. DHHS SIGNATURE
J"/ 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 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 engineeds work.
72-025 (Rev. 1/91) Back MOA #21 Computer Version
Legal Description:
A. WELL DATA
Well Type PRIVATE
Log present (Y/N)
Total depth 96'
Sanitary seal (Y/N)
Date of test
Static water level
RECEIVED
Municipality of Anchorage ~
DEPARTMENT OF HEALTH & HUMAN SERVICEsSEp
Environmental Services Division 2 6 -?000
825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
Health Authority Approval Checklist
DEER PaRK S/D; LOT 2, BLOCK 3 ParcelI.D.:
YES Date completed
Cased to 95.3'
YES
015-042-40
FROM WELL LOG
12/~1/198o
Ifa, B, or C, attach ADEC letter. ADEC water system number N/A
12/11/19B0
Casing height (above ground) 18"+
Wires properly protected (Y/N) YES
AT INSPECTION
9/21/2000
40' 78'
Well production
WATER SAMPLE RESULTS:
Coliform 0
Date of sample! 9/21/2000
B. SEPTIC/HOLDING TANK DATA
~ 34~~''''~ g.p.m. 7.2+ g.p.m.
Nitrate
4.06 mq/L Other bacteria. 0
Collected by: A.W.W.C., INC.
Date installed
*PREMIER pLAsTIC TANKS
9/21-23/00 Tanksize '1000/500 Number of Compartments 2/1 Cleanouts(y/N) YES
YES Depression (Y/N) NO
Pumper -
Soil rating~ or ff2/bdrm) 0.60
Length 82' (2@41 ') Width 2.5' Gravel thickness below pipe
Effective absorption area 1 ,,312 SQ.FT. Monitoring Tube present (Y/N) YES Depression over field (Y/N)
Date of adequacy test NEW Results (Pass/Fail). - For
High water alarm (Y/N) N/A
~,~.~ ~-~
System type DEEP TRENCHES
8'+ Total depth '12'-13'
NO
Fluid depth in absorption field before test (in.); - Immediately after -
Fluid depth - (ins) Minutes later: - Absorption rate =
Peroxide treatment (past 12 months) (Y/N) - If yes, give date
72-026 (Rev. 3/95) ComputerVersion
4 Bedrooms
gal. water added (in.): -
Foundation cleanout (Y/N)
Date of Pumping NEW
C. ABSORPTION FIELD DATA
Date installed 9/21-23/00
D. LIFT STATION
Date installed
Manhole/Access
High water alarm level at*
Size in gallons ~'-~-~'
"Pump on" ~ff" level at*
~um.
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%
25'+
On adjacent lots 100'+
On adjacent lots 100%
Public sewer manhole/cleanout N/^
Lift station N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation 5'+ Property line 5'+
Water main/service line 10'+ Surface water/drainage 100'+
Absorption field
Wells on adjacent lots
100'+
SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+
Water main/service line_ 10'+
Surface water
100'+
Curtain drain
NONE KNOWN
I certify that I ~ave[d~l'rrlfnl~~
of Municipal
Engineers N~m~,, ~_~,. JEFFREY A. OARNESS
Date~
field inspections and review
systems are In conformance
on this date.
Driveway, parking/vehicle storage area 5O'+
Wells on adjacent lots 1 0o'+
'q~e,, ', ......... ' ¢~,'~,~:5~
HAA Fee $ ~
Date of Payment ~'~-
Receipt Number
72-026 (Rev. 3/95)* Computer Vemlon
Waiver Fee $ __
Date of Payment
Receipt Number
20:54 FROM-CTE ENVIRONMENTAL 5615]~t T-625 P.OI/02 F-213
z'll
CT&E Environmental Services Inc.
Laboratory Division
200 W. Potter Drive
Anchorage, AK 99518
Tel: (907) 562-2343
Fax: (907) 561-5301
CT&E Ref, #:
Client Name:
Project Name:
Client Sample ID:
Matrix:
1005709001
AK Water & Wastewater Cons.
Deer Park Estates
Lot 2 BIk 3
Drinking Water
Client PO/C:
Printed Date/rime:
Collected Date/Time:
Received Date/rime:
Technical Director:
PWSID
n/a
09125100 20:45
g9/21/00 13:30
09/22/00 10:55
Stephen Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results PQL Units Method Limits Date Date Init
Tetal Coliform (MF) 0 col/100 mi SM9222B 09/22/00 KAP
Nitrate 4,06 0.5 mg/L EPA 300 '~0,0 09/22/00 SCL