HomeMy WebLinkAboutTIDRINGTON LT 155ATidrington
Lot 155A
#051-154-55
Municipality of Anchorage
Department of Health and Human Services
Division of Environmental Services
On-Site Services Section 825 %" Street Room 502
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.cLanchorage.ak.us (907) 3434744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: 5~/q~ ~q~C~ PID Number: ~'~~ /~-~':~~
Name: ."~1~ ~}~e~'~- J ~ ~-~ !/1-~ Wastewater System: [] New ~ Upgrade
Address:
I~C~ 35 b~,~.5~'T~tv~ ~a,~/d.~ ABSORPTION FIELD
LEGAL DESCRIPTION so~, ~.g: TO~I Dep~ fr~ .figMal grade:
Well: ~ New ~ Upg Fi; ~
SEPA~IIO~ DISTANCES ~ septic ~ Holding ~S.I.E.P. ~ Other:
T~o SepUc Abso~[ion Lift Holding Publi~dvat ~anu[amren Capacity:
Tank Field S~fion Tank Sewer Line ~f~ /2~ Gal.
"~': BENCH MARK
Engineers Stamp
~ ~ ..- ~ .. ~,
Inspections pedormed by: ~ ~¢Z~,~7 Dates: 1st ~l~ ~:S*~
AS-BUILT SYSTEM DETAILS/SITE PLAN PermPl: SV990429
TIDRINGTDN S/D, LrlT 155A PID#051-154-55
~WELL ,
i
~ F~NAL 6~A~E
A-E=48,8' ~ ~.~50 '~AL
A-F=89,4' ~/ ITANKX SEWER RaCK
B-F=ll7,6'~ ~ ~ TRENCH I ~ I
B-G:13L3' ~,,T,~ TU~ ~ FINAL GRADE
A-H=88'9~ ~ ~ ~ v~
B_H=97,4, ~
B-I=113'9~ SEWER ROCKI
~.~mu~
~.250 GAL
~ S.T.E.P, ~iu~,~
19936 SUNSET BLVD.
CHUGIAK, AK ~9567 SCALD NTS
(907)565-4134-3
ENGINEERING
BI~JNO,~RY: SPANGLER O~A~:
s~.~ SPANGLER ~: KMD 20441 PT~MIG~ BL~.
EAG~ R~R, ~ 99577-8736
A~UJLT: SPANGLER DAm 6--14--00
o~. n~ ~D: NWl 257
Ac~ nm 99085.DWG ~ No.: 99085 (907~696-6111/F~ (907~696-8111
JUN. 8, 2000 2:47PM ALCAN ELECTRIC NO. 7278 P. 2
alcan electrical & engineering, inc.
p.o. box 91499
snchorage, alaska 99509
June 8, 2000
RPC Excavating
24120 Ramblers Road
Chugiak, Alaska 99567
Re:
Sewage Lift Station
Lot l15A Subdivision Tidrington
19936 Sunset Blvd.
Chugiak~ Alaska
In regards to the sewage lift station referenced above, all electrical
work performed by Alcan Electric was done to'1999 National ElecTrical Co4e,
(NEC) Standards.
If you have any questions, please contact ma.
Chris Muea
Vice President of Operations
Dept. of Labor Electrical Certificate of Fitness NO. 107758
RECEIVED
dU~l 2£ 2000
O Mttnicipelity Ot Anch
apt. Health & u-_ Orae~
',-man
(907) SG-q-3787
fax no, 562-6286
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
¥1-3o' oo
Leh [t e
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade ,
Date Issued: Dec 08, 1999
Expiration Date: Dec 07, 2000
Permit Number: SW990429
Legal Description: TIDRINGTON LT 155A
Design Engineer: 0070 KND Engineering
Owner Name: Debra Jenkins
Owner Address: 19936 Sunset Blvd
Chugiak, AK 99567-
Parcel ID: 051-154-55
Site Address:
Lot Size: 40689 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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 ( 18AACS0 ).
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: ,~~/~'
~D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
November 24, 1999
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Tidrington, Lot 155A - Conditional HAA
Gentlemen:
The owner has requested we proceed forward to obtain a Health Authority
Approval for the referenced lot. No adequacy test was performed for the subject lot
due to the system being identified as in failure through a site visit that we conducted
and by an inspection performed by Louis Butera, P.E. The well flow test conducted
by Mr. Butera and water samples that were taken are satisfactory for the three-
bedroom dwelling. The results of Mr. Butera's inspections are attached for your
review.
Based on the above, we are requesting the issuance of a conditional Health
Authority Approval to May 15th' 2000 so that we can install the new system as
designed in the attached wastewater disposal system details/site plan. A test hole
was dug on November 1, 1999 with no ground water encountered. The soils
log/perc test is attached. $20,000 will be escrowed to cover the estimated
construction cost of a ne~v system with the bank to cover the tank and field
replacement.
Based on the above we do not feel that there is a health/safety issue and request that
a conditional HAA be issued for the referenced property. It is our understanding
that DHHS is requesting that funds be escrowed for the proposed work, which the
owners do not object to.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
~Ix~112) Engineering
Kenneth M. Duffus, P.E.'~
attachments:
Louis Butera, P.E. /Inspection Reports
HAA Request/Inspection Report/Sols Percolation Test
WELL
WASTEWATER
(93-86)
LOT 149]~
DISPE1SAL
TIDRINGTBN S/D, L[]T 155A
TARIKA
,/
SYSTEM DETAILS/SITE PLAN
D
LnT 156
VACANT
PRESSURIZED
(84-464)
155A
<84-464)
LDT
Z
LOT 154
DISTRI]BUTIFIN SYSTEH'HBLE SPACING DESIGN
l, RESIDUAL HEAD = 5'
2, HOLE SIZE = 3/16' = 1,O0 GAL. PER HOLE ~ 30 PSI
3, 30 GALS (PUMP DELIVERY)/1.O0 GALS,/HDLE = 30 HOLES
4, 79 LF LATERAL/30 HOLES = 2,6' SPACING PER HOLE
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS,
6, HOLES AT END OF LATERAL SHALL DE CDNST, ~//D CAPS AND PLACED DDNVN,
7, CONTRACTOR SHALL USE 1 1/4' PVC FROM TANK TD FIELD AND IN FIELD,
DESIGN DETAILS
3 BDRM X 150 GPD = 450 GPO
450 GPO/O,8 GPO PER gQ, FT, (10 MIN/IN,)= 562.5 SQ. FT
(562,5/5'(V/)) X 0.7(RF) (2.0 GRAVEL) = 78,75 FT. TRENCH
USE 2 TRENCHES - 39.5 (L) X 5' (W) X 2'(D)
To~¢~I dep~ch BE syslem is 3.5' From original Bride,
Tote[ depth o? grovel betow dls~crlbu~clon pipe is 2.0' ,
NDTES~
t, USE 1250 S,T,E,P, TANK, INSULATE TANK IF 44' COVER,
INSULATE TRENCHES ~'/ITH 2' HB BURIAL FBAN,
3, CBNTRACTDR ~/ILL ENSURE MAXIMUM PX SLOPE INTO SEPTIC TANK,
4, ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TI3 ACHIEVE
MIN, 3' CDVER IF REQUIRED,
PREPARED FOR,
DEBRA JENKINS
19936 SUNSET BLVD,
CHUGIAK, AK 99567
(907)565-4243
FIELD BOOKS
BOUNDARY: SPANGLER DRAW~: KMD
BTAK{NG: SPANGLER CHECKEO: KMD
ASBUILT: SPANGLER
AC^D ~ll~: 99085,DWGi
o^m: 11/1/99
~RIO: NW1257
'JOB N°': 99085
Sccle: ],= 100'
PAGE 1 OF 2
~) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
WASTLWATrR DISPOSAL SYSTEM DETAILS
TiDRINGTBN S/)3, LBT 155A
lO
1850 9o. 1., S,T,E,P,
F-CB ..............
/
/
!
/
/
/
/
/
R~ 100'
WELL ...... '
,-'HLP,A..N D F UN:
B£BRA JENKINS
19936 SUNSET BLVD,
CHUGIAK, AK 99567
(907)565-4243
. ,-,,N ,..,..,. R KN'D
Sco. Le, l"- 20'
SHEET 2/2
/,<N [}
is,,~,:~¢: _T,P/\NCL/R c,rc,~o: K~a)i 204,1-1 PTARMIGAN BI,VD.
q>,qr-~::~ i o*:~:: 11/~/99 i ~,M, LB NI¥~N, Ali ,)gazz-8736
ru~: ~'3: NW1257 .
acA° I'L[: O' JO8 ~¢: 9908b ! 907]696 6ill (907}696-8[1i
J_~ ~ ENGINEERING
EAGLE ~VER, AK 995 -
J ~ ~:~ ~ ~ ~ ....... ....... J
SOILS PERCOLATION TEST
Performed for: Debra Jenkins Date Performed: 11/01/99
Project:
Tidrington S/D Lot 155A
TEST HOLE # 99-1
4-
5-
6-
7-
8-
9
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Depth
(Feet)
ORG
GM -med dense brown
w/cobbles
SM - med dense, grey/brown
w/gravel, cobbles to 1',
some silt & wet
trickling water @ 6'
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? YES What depth? 6.0
Depth to water after monitoring? 5' Date? 11/08/99
Reading Date Gross Net Depth to Net
Time Time Water Drop
i 11/1/99 11:30 8"
2 12:00 30 min 6 4/16" 1 12/16"
3 12:01 6 4/16"
4 12:31 30 roan 4 9/16" 1 11/16"
5 * 12:32 8'
6 1:02 30 min 6 5/16" 1 11/16"
· Water Added
Percolation Rate 5.93 (rain/in) Perc Hole Diameter 6"
Test Run Between 1.5 feet and 2.5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
~ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Performed for:
Project:
Depth
(Feet)
ORG
1-
2-
4-
5-
6-
7-
8-
9-
13-
15-
16-
18-
19-
20-
SOILS PERCOLATION TEST
Debra Jenkins
Tidrington S/D Lot 155A
Date Performed:
TEST HOLE #
99-1
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
GM -med dense brown
w/cobbles
SM - med dense, gray/brown
w/gravel, cobbles to 1', &
some silt
moist
HOLE PRESOAKED
PRIOR TO TEST
Was Ground water encountered? NO
What depth? NA
Depth to water after monitoring? 8.1' Date? 11/08/99
Reading Date Gross Net Depth to Net
Th-ne Time Water Drop
I 11/1/99 11:45 8'
2 12:15 30 min 6 15/16' 1 1/16"
3 12:16 6 15/16'
4 12:46 30 min 5 15/16" 1"
5 * 12:47 8"
6 1:17 30 min 7' 1"
· Water Added
Percolation Rate 10.00. (rain/in) Perc Hole Diameter 6"
Test Run Between 3 feet and. 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
Municipality of Anchorage
Department of Health and Human Services
Division of Environmental.Services
On-Site Services.Section 825 "L" Street Room 502
P.O. Box 196650 Anchorage. AK 99519-6650
....... www.ci,anchorage.ak.us
-., ~, (907) 343-4744
CERTIFICATE OFHEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY
~ Parce[I.D. 051-154-55 ~
1.. GENERAL iNFORMATiON .-
, ega · description', ,Tindrinoton_ . S/D lot 1~5A . - '
(site address Oi : -
DWELLING
Expiration?ate:
' :.Lendih~-ag~,
Real Estate Agent
Mailing Address
r(s) Debra Jenkins · Dayphone - -- -
11100 Forest Drive. Anchoraoe. AK 99516
~: Day phone:
Day phone
' r u~)e~ ~therwise requested, HAA will be held b~/D~H~ for pickup. HAA picked up bY:
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Wate~ Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER
[] - Individual On-site-
[] Individual Holding tank
[] CommUnity On-site
[] Public Sewer
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Certificates of
Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an
independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority
Approval are required for the transfer of title (except between spouses) on properties served by a single family
on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home
owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties
served by a private or Class C well and may be reissued with new water sample results less than 30 days old.
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
(Rev. 11199) · ~
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 based on procedures outlined in the Health Authority Approval Guidelines for this Health
Authority Approval application shows that the on-site water supply and/or wastewater disposal system is
safe, functional and adequam 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 applicable Municipal and State codes, ordinances, and regulations in effect at tile
time of installation.
Name of Firm.'KND Engineering
Address' '20441 Ptaymia~in Blvd.', Eagle River.. AK 99577
Engineer's Printed Name 'Ken M. Duffus ' ~
6. DHHS SIGNATURE
Approved for '~ bedrooms, .
Disapproved.
Conditional approval for
Phone 696.6111
Date 05/26/00
bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Other
Well Flow Advisory
Expiration Date: ? - ~ "7 ' o o
Odginal Certificate Date:.
Reissue Date;
Legal Description:
Municipality of Anchorage
Department of Health and Human Services
Division of Environmental Services
On-Site Services Section 825 "L" Street Room 502
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-4744
HEALTH AUTHORITY APPROVAL CHECKLIST
Tidrineton Lot 155A
Parcel I.D.: 051-154-55
A. WELL DATA
Well type Individual IfA, B, or C provide PWSID#__
Date completed 6/4/1 986 Sanitary seal Y
Total depth 145 ft Cased to 52 ft
FROM WELL LOG
Date of test 5/3 I/1 986
Static water level 4 5 ft
Well production 3 g.p.m
WATER SAMPLE RESULTS:
Coliform. 0 colonies/100 mi Nitrate 3.04
Date of sample: 1 21211 999 Collected by:
SEPTIC/HOLDING TANK DATA
Tank Type/Material steel
Date installed 5/30/2000 Tanksize 1250
Cleanouts Y Foundation cleanout Y
Date of pumping 5/30/2000 Pumper JR
ABSORPTION FIELD DATA
Date installed D D Soil rating (g.p.d./~ or ~/bdrm) 0.8
Length (2)39.5 = 7~]'-/,,/~/ft Width 5 each
Total depth 3.5lea ft Effective absorption area 562.5 ft2
Date of adequacy test A.,',~ Results (Pass/Fail) Pass
Fluid depth in absorption field before test __ in
Elapsed Time: __ min Final fluid depth __
Any rejuvenation treatment (past 12 mo.) (YIN & type)
Well Log Y
/._,~--.~
Wires properly protected _Y., ~
Casing height (above ground) _..~__jn.
AT INSPECTION
4/18/1998~ :5~
unknown* ft
.26' g.p.m
.mg/I Other bacteria 0 colonies/100 mi
KND En~jineerin_o
g al Number of Compartments 2
Depression over tank N High water alarm Y
Water added
in
System type Shallow trench
ft Gravel below pipe 2~each ft
Monitoring tube_Y Depression over field N
For 3 bedrooms
__ gal. New depth.__ in.
Absorption rate >= __ g.p.d.
If yes, give date
LIFT STATION
Date installed
5/30/2000
"Pump on" level at 44 in"Pump off" level at
Datum bottom of tank Cycles tested 2
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100+
Absorption field on tot 100+
Public sewer main 100+
Sewer/septic service line 100+
Size in gallons 1250
42in
Manhole/Access Y
High water alarm level at 48 in
Meets alarm & circuit requirements? _Y
On adjacent lots 100+
On adjacent lots 100+
Public sewer manhole/cleanout
Holding tank 100+
SEPARATION DISTANCES FROM SEPTiC/HOLDING TANK ON LOT TO:
Building foundation 10+ Property line. I 0 +
Water main 10+ Water service line I 0 +
Drainage 100+ Wells on adjacent lots I 0 0 +
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation I 0 +
Surface water I 0 0 +
Wells on adjacent lots I 0 0 +
100+
Property line 10+
Water Service line. 10+
Curtain drain unknown
F. COMMENTS
Absorption field I 0 +
Surface water I 0 0 +
Engineer's Printed Name Kenneth M. Duffus
HAA Fee $ Waiver Fee $
Date of Payment Date of Payment
Receipt Number Receipt Number
(Rev. 11/99)
* 500 gal water storage tank installed in 1998 see ERES test info 6/14/98
Water main I 0 +
Driveway, parking/vehicle storage I 0 +
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
WATER ~EmL ADVISORY
HEALTH AUTHORITY APPROVAL NO. ~q 0~ O
During a recent Health Authority Approval on-site inspection
and test of tLe potable water supply well on Lot ]~5~
Block -- of --i'IDRI/~'To/,,/ Subdivision, the well's
productivity was determined to be 0.~ ~ gallons per minute.
The minimum well productivity required by this Department
(AMC 15 55) for a ~ bedroom residence is ~.3/ gallons
per minute. Although the subject well currently ~ ..... thl~
minimum requirement, all parties concerned are advised that the
production capacity of the well may fluctuate. Restriction
of non-critical water uses such as washing cars and watering
lawns and gardens may be required.
This advisory must be attached to all copies of the subject
Health Authority Approval.
MUNICIPALITY OF ANCHORAGE
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 AUTHORITY
APPROVAL FOR A SINGLE FAMILY'DWELLING
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions) P qU.O F C_ K
Property owner
Mailing address
Dayphone ~,~2~q~q~
Lending agency
Mailing address
Day phone
Agent Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: '-~
TYPE OF WATER SuppLy:
Individual well
Community well
Public water
NOTE:
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
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 Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm 1~'1~ 4~ i"')L"O¢'[.["')~(~'~ J~C~ Phone ~q~
Address c~O'O"'~L~l ~(]~"~iCt(~['~'~
Engineer s sig.atur~ - Date
DHHS SIGNATURE
:::: Approved for
__ Disapproved.
bedrooms.
__ Conditional approval for 3 bedrooms, with the following stipulations:
system pursuant .to permit ~umber sw990429 attached, {~oney in escrow shall
released until this office has given final approval.
This upgrade shall be completed by no later than June 15, 2000.
Additional Comments
Date
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 orderto satisfy certain federal and state req uiraments. 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.
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Health Authority Approval Checklist
Legal Description: '~-~ d ~(~) ~ }~-~ (~5~ Parcel I.D.:
A. WELL DATA
Well type [ ~lVi4(~ If A, B, or C, affach ADEC leper. ADEC water system number
Log present ~/N, ~ Date completed ~/~/~
Total depth /q~/ Cased to ~2'
Sanitary seal (Y/N)
Date of test
Static water level
FROM WELL LOG
Casing height (abo~,e ground)
Wires properly protected (Y/N)
AT INSPECTION
Well production ~.~
WATER SAMPLE RESULTS:
Coil form O
Date of sample:
Nitrate
g.p.m. ~, ;;Z~,
,~. Od Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date o~ Pumping Pumper
C. ABSORPTION FIELD DATA
Date installed /O]~6 qq Soil rating (g.p.d./ff'or~/bdrm) 0.% Systemtype '~['~Ch
Le. fl, o' 5.0'
Width Gravel thickness below pipe C~. O/ Total depth O. ~ I
Effective absorption area ,~(D~ ,~ / Monitoring Tube present (Y/N)_.__~ Depression over field (y/N) ~
Date ~ Results (Pass/Fail) For ..----bedrooms
Fluid depth in absorption field be~ Im~m~mediately after ~):
Fluid depth (ins) Minutes later: ~ g.p.d.
Pe~~ If yes, give date ~
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
Hig h~et at _
~'re s tested
~ "Pump off" level at*
*Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot _I'/%~/ -~
Absorption field on lot /~-~LF'~ / -~
Public sewer main ~'~ / ~
Sewer/septic service line _ ~')/~
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation I O~'/'JC Propertyline ~-'~' ~- Absorption field i (~"~
Water main/service line [~,~/~ Surface water/drainage[~-~/ J~ Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line )(~! 3L Building foundation ~-~l~/ ~- Water main/service line
Surface water / (~)~) / ~ Driveway, parking/vehicle storage area '~
Curtain drain /P{-~ / ~L Wells on adjacent lots //_~L")/~-
F. ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and review of Municipal ~
· in conformance with MOA HAA guidefines in effect on this date.
Date
HAAFee $ ~0
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
il-zg-gg 14:;g FR0~CTE ENVIEONI~flTAL T-16g P.01/O2 F-~33
CT&E Ref. a:
Cl~enl Nat~a'
Proje~ Name:
Chenl $artlple ID:
Ma~x:
FW$1D
Sample RemarrY:
Total Caliform (MF)
CT&E Enviranmehtal Servioea Inc.
Laboratory Division i!i
gg64~4001
KND Engnneeong
~a
T~lr~ngt~n $/D Lei 155A
Onnkmg W~
200 W. Power Drive
Antron-age, AK g9518
Tel: (907)
Fax: (907') 561-5301
Client PO~ ~a
pl~.necl Dam/Time; 11/~ 14:38
R~e D~me: 11/2~ 1
T~hnl~l Ol~ ~ephen
~4~U~ PQL
0 ,",',1/11~ mi
3,.05 0.5 ragA.
Metrlocl
~)'a.,aete Prep Anall~s
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Eagle River Engineering Services
Laui~ Burets, P.E., R.L.S.
p.o. Box 773294 007) 694-$195 tel
· ~agle River, AK 99577-3294 (907) 694-3297 fax
June I0, 1998
Debts Jenkins
19936 Stms~t Blvd
]Ch~giak, AK
.Re: Lot 155A Tiddrington Subdivision
· Dear Ms Jenkins:
· At your request, we completed an additional inspection and engineering for ~e ~eptic for the
.above referenced 3 bedroom single fsmily home.
ilnitia]ly, the well production rate did not meet ~ minimum water production requiremenu of
,450 gallons per day. A 500 gallon water storage tank was installed to suppl~.racnt the well
capacity and allow Municipal Health Approval..
· While testing the leachfield poriion of the system we noticed Water backing up into the segtlc
frank. Subsequently you hired Charlie Bart to excavate into thc lcachfield to determine the causes
and ~o see if it could be repaired, It was found that thc field was flooded with water and was not
leaching out into the surrounding ground. It was therefore de~ided that the leachtield would have
mbc replaced with a new field. As a first step we excavated a test hole on a portion of the lot
'where it was felt tha~ a gravity, feed leacldield might he installed if the ground conditions were
. favorable. It w~ found after digging the ~es~ hole that the wal~r table was at a level of 7' below
' ground surface and that if a leachfield was installed in ~ area it would have to be a shallow
: drainfield type and this would require a lift station. Thc soil has.nor been percolation tested at
this time to d~ermine ~he size, The cost of a lit s~ation type leachfield can be in the $12,000
range due to the lift pump and w~.'ring.
· The only other alternative for a gravity system is to almmpr a t~st hole in the BLM reserve
: casement that mas along the North lot line and if there is improved soil conditions in this pardon
of thc lot and then an attempt ~u be made to vacate the easement to allow construction. The
· drawbacks of this plan would be that the cost of the vacation is typically $4,000 and thc time
: needed to process the request (2 months). Wa suggest you discuss the alternatives with Mr- Bart
i and we will hold off on doing a percolation rest until tha~ time. The east for our services would
· be parc test-t300, Design--t500, Construction inspections-4;375, water samples $g$. The MOA
permit fey for a coptic upgrade is $320 and this and the $300 MOA Health approval fey will lmv¢
to be paid upfront as we cannot l~.ovide these amounts prior to closing,
· ~1997\9g-018b-rpt i
F rom-DO¥ON DR[LU
+90?5618586
T-~43
P. 04/I 3
F-GOT'
If you havo ~ qucsdons please c~ll ou~ office ~t 694-5195.
,Sincerely,
Louis Bmer~, P.E.
TOTAL P. 0~
T-243 P.OZ/13
Eagle River Engineering Services
Louis Butera, P,E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 ' (907) 694-3297 fax
~'une 14, 1999
Debra Jenkins
19936 Sunset Blvd
Chugi~, AK
Re: -Lot -155A- -T-iflda'i~e~ ~ ubflivision .............................
Dear Ms Jenkins:
You requested we provide an assessment of the flow rate capacity from the well and the installed
storage tank/bladder combined.
The well production rate as tested did not meet the minimum water production requirements of
450 gallons per day. The production rate was found to be ~60 gallons per day or 0.26 GPM.
There is a storage capacity in the well casing of approximately 175 gallons when the well is at
rest and fully recovered. You have installed a 500 gallon water storage system to supplement the
well c~/pacity. This storage system can be filled from an outside spigot by a water haul truck.
This results in an total capacity when everything is full of 737 gallons over a 4 hour period or 3
GPM if the flow is metered out at 3 (~PM. At the end o£the 4 hour period you are then reduced
to 0.26 GPM. This assessment is based on the test data obtained 4-18-98 and is subject to
variations.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1997\98-015-rptc 1