HomeMy WebLinkAboutSEACLIFF BLK 2 LT 7Seacliff
Lot 7
Block 2
#011-221-33
Municipality of Anchorage Page of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: S W 92 0 y 21 PID Number: O /12 2 133
Name:
Wastewater System: C3 New ❑ Upgrade
6,tir _ R a lsEs
Address: 31NORE CREST R
ABSORPTION FIELD
Phone: No. of Vdrooms:
O Deep TrenCh Shallow Trench O Bed O Mound O Other
LEGAL DESCRIPTION?
Soil Rating/ 2
Total Depth from original grade:
1181
t
Lot: Block: Subdivision:
Depth to pipe bottom ho2m ro1riginal grade:
Gravel depth beneath pipe
,2 EAC F
r.11, Ft
3.'Iq Ft,
Township:
Range: Section:
Fill added above original grade:
J
Gravel length: C
Ft.
>4 Ft.
WELL: O New ❑Upgrade
'
Gravel eerak
G.
Number at linea:
Distance beheeen lines:
W/A rI/ Ft.
Ft.
Classification (Private, A,B,C):
Total Depth:
Cased To:
Tot 1 abso hon area:
Pipe material:
COMM UNIT
Ft.
I Ft.
6O SCD SO Ft
D- 03
Driller.
Date Drilled:
Static Water Leel:
Installer.
f/fl10r,E.t/
Date Installed,
FL
yield:Pump
Set at:
Casing height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION
DISTANCES
IP'taptic 0Holding OS.T.E.P.
To
Septic
Ab orpllon
Lih
Holding
PubiwPm,we
Manufacturer.
Capacity In gallons:
From
Tank
FWd
Station
Tank
Sawa, Lines
�,QFf'
c'
12 5'a
W911
>500r
>500,
NSA
�cl/A
/500,
Material:
STEEG
Number of Compartments:
2
Wai r >/00r
>ioor
P14
,v/A
>500,
LIFT STATION
Lot
r
r
7500
Size In gallons:
Manufacturer.
Line
,34,r
21
'4114N/A
Foundation
I
N/A
NA
>
Pump on" levet at:
"Pump off' level al:
High water alarm at:
to
2Ol
,SOOr
CurtainPump
NSA
NA
Make 8 Model
Electrical Inspections performed by:
Drain
1ll0AlE /
AREA
Remarks: !.5' IAI/DTF! IS /»IA/. w/oTH
BENCH MARK
Location and Description:
OF POCK IAI 7_A'FMCh4 DvE To Stout-iii
rSj4,1)Lb 0 Al 4,4,01,44g: ti
Permit No. S W 9 Z 0'I Z Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: L 7 13L 2 SEA L L I F F PID No.: O 1179- IF �
rj/IDRECRES
D k'�VE
72-010 A (9/91) MOA 25
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47 34
I / / 365
LR
,2
31
BY PJ",t[- DATE CLIENT /[ — SHEET _OF
CHKD. BY DESCRIPTION L %J 5 Fri CLL;:- FF _ JOB NO.
EN 1S (101781
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EN 1S (101781
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Municioality of Ancnorago
DEPARTMENT OF HEALTH d HUMAN SERVICES
825 -I: StreeL Ancnorage. Alaska 49502-0650
/� SOILS L/O^G — PERCOLATION TEST
PERFORMED FOR: QV/C, /,- y (_t7 Y1'tiT OATI
LEGAL DESCRIPnON: 1-7 B Z 5Ecu a lr U Townsnio. Rance. Section:
at:rrN GRgp
IFEETI POORLY
1 ADED SA+IOS
2
3 GG
4 PoorzLy
G RAatra
5 G ¢AVCL5 (p9A)
6 W/50 m e_ 5,4"'D S
7
8
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12
13
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15
16
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19
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ECEIVtD
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SLOPE
WAS GROUND WATER
fit 1 g 1,993 ENCOUNTERED? 110
1ICIps��O, ;,,,�st%S0r I�sIF YES. ATWHAT L
T�'� 0 DEPTH?
R1 P
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Dem to War (ra
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Trrr Tun. W~ Oroo
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TEST RUN BETWEEN FT AND FT
COMMENTS -T--ESTf{eLE -r6 (7O,VF1RM 5e r /< o,U k(or4h F to of 7'A0AIe04
G P Solis ARE Q n 6 is TE lu T 7-062,4/1007— 7'8tA/ N L ,Q rA
PERFORMED BY: - W- Er,4 AD EIA/ I TIFYTHATyTHH TWASPEAFORMEDIN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS GATE GATE:
72-000 IR". 4851
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TEST RUN BETWEEN FT AND FT
COMMENTS -T--ESTf{eLE -r6 (7O,VF1RM 5e r /< o,U k(or4h F to of 7'A0AIe04
G P Solis ARE Q n 6 is TE lu T 7-062,4/1007— 7'8tA/ N L ,Q rA
PERFORMED BY: - W- Er,4 AD EIA/ I TIFYTHATyTHH TWASPEAFORMEDIN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS GATE GATE:
72-000 IR". 4851
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW920421
DESIGN ENGINEER:ANDERSON ENGINEERING
OWNER NAME:QUIGLEY ENTERPRISES INC
OWNER ADDRESS:9311 SHORECREST DR
ANCHORAGE AK
PARCEL ID:01122133
LEGAL DESCRIPTION: SEACLIFF BLK 2 LT
LOT SIZE: 14783 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
7
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED:12/16/92
EXPIRATION DATE:12/16/93
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ENGINEER MUST NOTIFY DHHS AT LEAST 2
INSPECTION. MAXIMUM DEPTH OF SYSTEM
RECEIVED BY
PRIOR TO EACH
NOT EXCEED 7 FEET.
DATE • / -?�7h 2 -
ISSUED
ISSUED BY: 30H Zs41iT4 DATE: 17-16- ha.
ON SITE SYSTEM IMPACT
L 7 Block 2 Seacliff Subd.
Installation of an on-site wastewater system for this lot should have little, if any,
impact on surrounding properties since:
1.The lots in this subdivision have very acceptable soils for natural
percolation and are served by a community water system.
2. The lot has sufficient area for the wastewater drainfield system, and any
future system that may be required.
3. Installation of the on-site system will not effect surface or sub -surface
drainage in the general area due to the soils in the area.
If you have any questions please contact me at 344-4551.
Yours Truly,
Michael E. Anderson, P.E. P�E.OF�.e�.QugZa
r
Michael E Anderson
4301.E _
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DATE --nSZ_ CLIENT SHEET OF—�
CHKD. BY DESCRIPTION ,Z�%F� _ JOB NO.
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Municioaliry at Anchorage
�j DEPARTMENT OF HEALTH S HUMAN SERVICES A
�� 825'L7 Street AncrIcrage. Alaska 99502-0650 p
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: AWr7—gc AI (0)(15T. DATE
LEGAL DESCRIPTION:./ 7 1119 SE.4PL/FF Townsnio. Range. Section:
1
2
3
4
5
6
7
8
9
10
it
12
11
14
is
Is
17
18
19
20
OR6A At I C 5
SW
WELL
GRADED
SLI ND
Wle;44v.eL.
— 60 f1
TN/
SLOPE
SITE
C
WAS GROUND WATER
ENCOUNTER ED?
S
IFYES.ATWHAT L
OEPTH7 0
P
E
U0111 It WSW ArM
Mr.one91 �/o /d/4'tRQAte L2 `'` -
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UPERCOLATION RATE 9°2 Imvwtn/ o PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
COMMENTS ��lC P.PE .�iC>A✓_ED
PERFORMEOBY: l) /7%FAD�FRI 1 Y AT THISTW/AS PERFORMEDIN
ACCOAOANC£ WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE OATS [ � L
72-008 IR". QA5)
09C
Municioality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825'L' Street Ancnorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: �/i/PTF_ I{/ C�iA��r DAT
LEGAL DESCRIPTION: L % / Q .SFA c//« 7ownsniD. Range. Section:
eEl .7.: 1r SLOPE
1
2
4
s
6
7
6
9
10
it
12
13
14
15
16
17
18
19
20
IC$
5w
W ELL
GPADED
SA t4 0
W/G)eAUE(.
Tflz
WAS GROUND WATER
ENCOUNTER ED? _NCA
S
IPYES.ATWHAT L
DEPTH? D
P
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Gm a waw LIM
71..enngl Arn NIATFv pyr�t�•/9.qx.
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Michael E. Anan.w:
69MED181'E Z
ROFES
SITE PLAN
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PERCOLATION RATE �' Im.nuw,.rnl PERC HOLE DIAMETER In I
TESTRUNSETWEEN FT AND FT
COMMENTS/CI/F P,VF SOA�FG
PERFORMED BY: _1tY /"'f�G1D /fI 1 ��'�'� �!!� THIS T T WAS PERFORMED N
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIOELINES IN EFFECT ON THIS GATE. OATS: &,9/0 9
72C0E IA". QSS1
Municipality of Anchorage
• Development Services Department
/ Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsfte
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. 011-221-33
1. GENERAL INFORMATION
Complete legal description Seacliff S/D, BIk 2, Lot 7
COSA # DfsOD�ji;
Expiration Date:— O z
Location (site address) 9311 Shorecrest Dr., Anchorage, AK 99515
Current Property owner(s) Dan & Nortyn Easley Day phone
-Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
9311 Shorecrest Dr., Anchorage, AK 99515
Day phone
Kevin Eltrink f Globe Realty Day phone 727-2150
3300 C Street, Suite 115, Anchorage, AK 99503
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
Q
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class A Well
Q
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems 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. (Certificates may be reissued for a period of up to one year with valid water
samples.) 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 engineers work.
4. 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 Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system Is (are) 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(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Watkins Engineering, Inc. Phone 349-1851
Address P.O. Box 110443, Anchorage, AK 99511
Engineer's Printed Name Cindy W. Ellis Date 2114/06
0
5. DSD SIGNATURE
✓ Approved for bedrooms. i
Disapproved.
Conditional approval for bedrooms, with the following
1®y W. Ellis
CE. loan
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: - 04� 1-1, Original Certificate Date: 7 " 0 (o
(R«. lift
Municipality of Anchorage
• Development Services Department
Budding Safety Division
On -We Water 6 Wastewater Program ' • "'
4700 Bragaw Street
P.O. Banc 198050
Anchorage, AK 995198850
www.muni.org%onslte
(907)543-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: SeacdH SID Bk 2 Lot 7 Parcel ID: 011-221-33
A. WELL DATA
Wed type A If A, S, or C provide PWSID 0210485 Wad Log (Y/N)
Date completed _ Sanitary seal (YIN) _ Wkes property protected (Y/N)
Total depth R. Cased to R. Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well production g.p.m. 9-p,m.
WATER SAMPLE RESULTS:
Col form colonies/100 mL Nitrate mg& Other bacteria colonkWI00 ml -
Arsenic: _ mgtl Date of sample: _ Collected by:
B. SEPTICIHOLDING TANK DATA
Tank Type/Material Steel Septic Tank Date installed 1/30/93
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Yes
Foundation cleanout (Y" Yes Depression over tank (Y/N) 110 High water alarm (YIN) WA
Date of pumping 21M Pumper A* Home Services
C. ABSORPTION FIELD DATA
Date installed 1/30193 Sod rating (g.p.dil? or fe/bdmU 1.2 System type Shallow Trench
Length 54 ft. Width 6.5 ft. Gravel below pipe 3.5 ft.
Total depth 8.6 ft. Elf. absorption area 600 f? Monitoring tube -y— Depresslon over field No
Date of adequacy test Feb 9. 2W6 Results (Pas3/Fa1Q Pass For A bedrooms
Fluid depth in absorption field before test 10 in. Water adde0600 gal. New depth 12 In.
Elapsed Time: 30 min. Final fluid depth 10 in. Absorption rate k 600 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N 6 type) No If yes, give date
D. LIFT STATION
Date Installed Size in gallons
-Pump on' level at _ in. 'Pump ofr level at _ In.
Datum Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Manhole/Access (Y/N)
High water alarm level at in.
Meats alarm b circuit requirements?
Septic tankllitt station on lot NA On adjacent lots
Absorption field on lot
Public sewer main
Sewer /septic service line
On adjacent lots
Public sewer manhole/cleanout
Holding tank
Animal containment areas Manure/animal extxate storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10 Property line 38 Absorption held 5'
Water main 704
Wells on adjacent lots 200'+
Water service One 35'+ Surface water 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 21' Building foundation 20' Water main 85'+
Water Service One 46+ Surface water 100'+
Driveway, peridnpNehide storage 56+
Curtain drain WA Wags on adjacent lots 200'+
F. COMMENTS:
G. ENGINEER'S CERTIFICATION
I ceMY that I have determined Mrough #Old krspgoons and
review of Municipal records that Ste above systems are In
contbrmance with MOA COSA guidelines in effect on this date.
0
r�111, POis
Engineer's Printed Name Cindy W. Ellis �6•.r
Date
COSA Fee
Date of Payment
Receipt Number
(Rev. I IM5)
Waiver Fee $
Date of Payment
Receipt Number
.00,0M 3,.00,90.0 S
—VHORECREST_—D11L7_E—
c,`P:
-0 004
v 5••
F•.
Municipality of Anchorage
Development Services Department
• +1 Building Safety Division
Onsite Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Cindy Ellis
Legal description: Seacliff Block 2 Lot 7
The attached paperwork has been reviewed and Is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils information needed. _
❑ Water monitoring results inadequate. _
❑ Discrepancy in information submitted.
❑ Topographic information missing or inadequate.
® Incomplete; missing All septic pipes identified on Inspection Report must be located in the
field or installed.
❑ Incomplete; missing _
❑ Additional adequacy test information needed.
❑ Water sample unacceptable.
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
❑ Other.
Name of reviewer: Jeff
Date: 2/16/06
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
77.p p%w.1N1) FIOM MOA121
r
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 Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm Anderson Erigineering Phone 522=7773
Address P.O. Box 240773 A�nlchorage, AK'.99524 :•
Engineer's signature y ^ a��: c *l ' Dete` 2/1 /00
l- t
6 " DHHS SIGNATURE
..
-� Approved for bedrooms.
Disapproved,
Conditional approval for bedrooms `with the following stipulations:
I ,
-
Additional Comments
By: �/�., i ' 4111�. . O 6�l Date '2
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 satisfycertain 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.
rtan )w.. w+) 8Wk Mew m
_ RECEIVED
Municipality of Anchorage FEB 01
DEPARTMENT OF HEALTH & HUMAN SERVICESmrrAun of
Environmental Services Division WINION&MAL SUV IC
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744
Health Authority Approval Checklist
LegWDescdption: Lot 7, Block 2, Seacliff Sub. Parce11,D,: 011-22-133
A. WELL DATA
Well type Class A If A, B, or C, attach ADEC letter. ADEC water system number
Log present (YM)
Date completed
Total depth Cased to
Sanitary seal (Y/N)
FROM WELL LOG
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform
Date of sample:
S. SEPTICIHOLDING TANK DATA
g.p.m.
210485
Casing height (above ground)
Wires properly protected (Y/N)
- Public Water System
Nitrate
AT INSPECTION
Other bacteria
Date installed 1/30/93 Tank sae 1,250 Number of Compartments 2 Cleanouts (Y/N) Y
Foundation deanout (YIN) Y Depression (YM) N High water alarm (y" N
Date of Pumping 3/99 Pumper Anch. Cesspool Pumping
C. ABSORPTION FIELD DATA
DatahsWl&d 1/30/93 Soil rating (g.p.dAForfttftrn) 1.2 Systemtype5' Wide Trench
Length 5 4 ' Width 6.5' Gravel thickness below pipe 3.4 9 ' Total depth 7.8 6 '
Effective absorption area 600 SF Monitoring Tube present (YIN) Y Depression over field (Y/N) N
Data of adequacy test 1 / 2 9 / 0 0 Results (Pasaffiall) Pass For Four bedrooms
Fluid depth In absorption field before test pn.); 6 of immediately after 8 0 0yal. water added On.): 9 •�
Fluid depth 6" (ins) Minutes later. 30 Absorption rate = > 6 0 0 a-p.d.
Peroodde treatment (past 12 months) (YM) N If yes• give date N / A
72-026 (Rev. 3198)•
D. LIFTSTATION - None on Lot
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Cycles tested
E. SEPARATION DISTANCES
Size in gallons
"Pump on" level at*
'Datum
"Pump ofr level at'
SEPARATION DISTANCES FROM WELL ON LOT TO: No Well on Lot - Public Water System
Septiclholding tank on lot
Absorption field on lot
Public sewer main
Sewer /septic service line
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTICMOLDING TANK ON LOTTO:
Foundation >51 Property line > 5' Absorption Heid > S'
Water main/service One -L10!-Surface water/drainage > T n n ' Wells on adjacent lots > 2 n n '
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line >10' Building foundation > 10' Water maintservice line > i n'
Surface water > t n n ' Driveway, parking/vehide storage area >10'
Curtain drain None Nntod "nn - r.nr Wells on adjacent lots >2001
F. ENGINEER'S CERTIFICATION
I cef* that I have determined Mm field inspections and review of Munk*W �� I
in conformance with MOA HAA guidelines In effect on drls date.
Signature
Engineer's Name_Nichael Andereen, PzEmom
+; E
Date 2/1/00
A: "Y1i•
V v
HAA Fee S
Date of Payment 1
7-�
Receipt Number TlrJ
72.028 (Rev. 3/M)•
Walver Fee $
Date of Payment
Receipt Number
'{ANDERSON ENGINEERING
P.O''BOX.240773 ; N:
ANCHORAGE,'AK 99524;:;
522 7773 " ';•'522 6779 (FAX)
February 1, 2000
Ms. Signe Andersen
9211 Seacliff Drive
Anchorage, AK 99515
Subject: Lot 7, Block 2, Seacliff Subdivision
Septic System Inspection and Certification
Certificate of Health Authority Approval .
Dear Ms. Andersen:
We recently completed an inspection. and testing of the septic system located on
Lot 7, Block 2, Seacliff Subdivision. Prior to the inspection we reviewed the files
concerning the, system *and determined it was constructed in January of 1993.
Since that time the absorption trench cleanouts and monitor tube had been cut
off and buried approximately 3" below ground. These items were located prior
to the inspection and test and raised above ground.
The elevation of the flow line between the septic tank and the absorption trench
was checked for any settlement. We did detect a minor settlement in the post
tank cleanout which is causing some standing water.. The fall from the tank to
the field is of sufficient grade though to prevent water from backing into the septic
tank. The settlement of the cleanout does not appear to be a problem as it is
deep enough to prevent freezing. The remainder of the system appears to be
relatively level.
A total of 820 gallons of water was injected into the monitor tube to check the .
adequacy of. the absorption trench. Prior to the injection the water level was
measured at 6". The inflow of water raised the elevation to 9". Approximately 30
minutes after the water flow was stopped the level had receded to the 6" level.
The trench is therefore capable of absorbing at least 600 gallons of water per
day, which is the Municipal requirement for a four bedroom home.
According to your records the septic tank was pumped in March of 1999. No
sludge was noted in the tank at the time of our test.
Sincerely,
Michael E. Anderson, P.E.
MUNICIPALITY ANCHORAGE
O DEPARTMENT HEALTH & HUMAN SERVICES
of
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. # O 112 2 13 3
1. GENERAL INFORMATION
HAA # %AQ 1 Sf'n_)C)
Complete legal description LOT 7 <3L2 SE'ACGI%i
Location (site address or directions) 8311 51IQRF_GRES7-D2.
Property owner QUiALry ENT, Day phone
Mailing address
Lending agency
Mailing address
Agent
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well ✓
Public water
Day phone
Day phone
NOTE: If 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 t/
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
712-M (R". 1191( FwM MOA 621
S. 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 furtherverify 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 /I46c-7UQ J C-746.,A)CL7L4nlC Phone—
Address
hone
Address
Engineer's signature
Z
6. SIGNATURE
7. Approved for bedrooms.
Disapproved.
Conditional approval for
Additional Comments
M
"6C- AIL
Date Z (1 ['1 3'
Michael E. Anderwn
. AIaI - E _
bedrooms, with the following stipulations:
Date 4/
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.
non MW.1A11) Beck L40A N21
Municipality Anchorage
Department of Health
& Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Z 7 BL Z 5F4CLiFF Parcel I.D. O //ZZ
A. WELL DATA
Well type A If A, B, or C, attach ADEC letter. ADEC water system number
Log present(Y/N)
Date completed
Driller
Total depth Cased to Casing height
Sanitary seal (Y/N) Wires properly protected (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Public sewer service line
MUNICI?A'JTY CF AMCPORAGE
AT INSPECTIQMI,CN ith'T/.L:ER`-ICES DMSION
EBA 6 1993
crc
g.p.m. REB
IVED
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform Nitrate Other bacteria
Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed i�3°A93 Tank size 1 s SO Compartments 2
Cleanouts (Y/N) Foundation cleanout (Y/N) �4 Depression (Y/N) N
High water alarm (Y/N) n/ fA Alarm tested (Y/N) 6/14
Date of pumping NEW C-Qms7J
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:72,,,C
Wells) on lot Nn NE Q N LOT On adjacent lots >/001 Foundation io
To property line 36Absorption field
S� Water main/serviceline 66
Surface water/drainage
72-M (P.LY,) F,Om MOA 21 - CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent(Y/N)
High water alarm level
"Pump on" level at
Meets MOA electrical codes (Y/N)
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
D. ABSORPTION FIELD DATA
On adjacent lots
Surface water
Date Installed / 0 3 Soil rating y Z System type T.PF,vC N
Length' Width G• Gravel thickness 315
Total depth 16'(Fru. e,a,tot 1
Tota(i6sorption area 5�SF 6 0d Cleanouts present (Y/N) Y
Depression over field (Y/N) AI Date of adequacy test NEW COA/ST
Results (pass/fail) PASS for y
bedrooms
Peroxide treatment (past 12 months) (Y/N) &I If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Welionlot MQUE: ou LoTzoo
OnadJacentlots > r&a' Propertyline21�
To building foundation Ojos
O To existing or abandoned system on lot Nc u e e)u Le l'
On adjacent lots //,01 Cutbank > /oo Water main/service line So'
Surface water /0451 Driveway, parking/vehicle storage area q0 •
Curtain drain -NONE (ro AREA
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verilled, or conformed to all MOA and HAA guidelines in ee(lect IN" date of this Inspection.
Signature � � � e`er = • r
Engineer•sName .4-,,l oL"nf0tj � c��� �4
�...M1 .,.....��
/ / `9rn ,k.idtoel E. Anerlao ;
Date — Z /('i %3 Oi 0,.' A381 -E
pz.0
HAA Fee $ 1—)( --. OO Waiver Fee: $
Date of Payment 2k— \ to -93 Date of Payment
Receipt Number -- 214 N (O Z co 4(,o'- Receipt Number
72-M(A".191)BUk MOA 21
3 k or
n L n SK8
WALTER J. H/CKEL, GOVERNOR
DEPT. OF ENVIRONMFNTAI, CONSERVATION
ANCHORAGE DISTRICT OFFICE (907) 349-7755
800 E. DIMOND BLVD., SUITE 3-470
ANCHORAGE, ALASKA 99515
February 5, 1993
Mr. Wayne McFadden
SUBJECT: Seacliff Subdivision
Class "A" Public Water System, PWSID 210485
Dear Mr. McFadden:
have completed a review of this office's files concerning the monitoring status of the
above -referenced Class "A" Public Water System and found the following:
1. The last satisfactory Total Coliform Bacteria Sample results was submitted
to this Department on January 20, 1993. This does meet the provisions of
18 AAC 80.200(a), of the State Drinking Water Regulations.
2. The last inorganic Chemical Contaminants Sample results were submitted
to this Department on April 7, 1992. This does meet the provisions of 18
AAC 80.200(a), of the State Drinking Water Regulations.
3. The last Radioactive Contaminants Sample results were submitted to the
Department on October 20, 1992. This does meet the provisions of 18 AAC
80.200(a), State Drinking Water Regulations.
4. The last Organic Chemical Contaminants/Volatile Organic Chemical (VOC)
were submitted to this Department on May 27, 1992. Based on analysis of
the previous VOC samples results have been satisfactory. This does meet
the provisions of 18 AAC 80.200(a), State Drinking Water Regulations.
Issuance of this letter does not imply that the above -referenced Class "A" Public Water
System is in compliance with other provisions of the State Drinking Regulations.
If you have any questions on the above information, please do not hesitate to contact this
office at 349-7755.
Sincerely,
*,cuE.eX 1444
Michael Lu
Environmental Eng. Asst. 11
Ky printed on recycled paper b Y C. D.