HomeMy WebLinkAboutSCHROEDER LT 39A
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date March 28, 1986
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lots 39 & 40 Schroeder Subdivision, EAgle River Alaska
Location (address or directions)
Box 138 Carla Street Eagle River Alaska 99577
(b) Applicant Name —_SzI rown Telephone: Home .694-41 67_ Business
Applicant Address Box 130 Carla Street EAgle River Alaska 99577
(c) Applicant is (check one). Lending Institution ❑ ; Owner/builderXX; Buyer ❑ ; Other ❑ (explain);
(d) Lending Institution F0 f� Telephone
(e)
Address
Real Estate Company and Agent –
N,uuiebb
Telephone
Mail the HAA to the following address:
C'., ac annlicant
2. TYPE OF RESIDENCE
Single-Family?M Multi -Family ❑ Other
Number of Bedrooms Three (3 )
3. WATER SUPPLY
Individual Well EN Community ❑ Public ❑
Note: It community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite Public ❑ Community ❑ Holding Tank ❑
Note: It community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72-025 (11/84)
Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 John R. Chambers, PE Telephone 688-3945
Address Po Box 670318 Chugiak Alaska 99567 _
Date
6. DHEP APPROVAL
Approved for
Approved
of /1 � �I
rrr
TH.
i°`'v
600 4: 00, .moo.. .....i.++/A�
.................' . ( f
toJohn R. Chombers ;• w4 Engineer's Seal
s�•. CE 6922
.. O.N
bedrooms by �`� Date
Disapproved Conditional
Terms of Conditional Approval
drl��
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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.
Page 2 of 2
MUNICIPALITY OF ANCHORADs'
DEPT. OF HEALTH &
MUNICIPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL PROTECTION
HEALTH AUTHORITY APPROVAL (HAA) APR 7 10
CHECKLIST - FEBRUARY 1964
264-4720 RECEIVED
Legal Description: Lots 39 &_40
Schroeder Subd., Eagle River, Ak
A. WELL DATA
Well Classification Private Sngle Fam. If A, B, C, D.E.C. Approved (Y/N) N/A _
Well Log Present (Y/N) — No Date Completed Pre -1968 Yield 4gal/min
Total Depth - Cased to 75' + Depth of Grouting NIA
Static Water Level _ 4 9 4 Pump Set At 9 2 . 0 '
Casing Height Above Ground __
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
No
Sanitary Seal on Casing (Y/N) Yes
Depression Around Wellhead (Y/N) No
To Septic/Holding Tank on Lot 57 ; On Adjoining tots _ 100'+
To Nearest Edge of Absorption Field on Lot 97 '+ ; On Adjoining Lots 10 0 ' +
To Nearest Public Sewer Line N/A To Nearest Public Sewer
Cleanout/Manhole — N/A To Nearest Sewer Service Line on Lot N/A
Water Sample Collected by John R Chambers _ ;Date — 3120/86
Water Sample Test Results —satisfactory (ReP A+tar.hPc3 Ch�ml ah rPpnrt l
Commentsgat m_js a_t-' C�-aci-or-y
B. SEPTIC/HOLDING TANK DATA
Date Installed Pre 1968 Size 1000ga1 No. of Compartments one
Standpipes (Y/N) — Yew— Air -tight Caps (Y/N) Yes Foundation Cleanout (Y/N) No
Depression over Tank (Y/N) No Date Last Pumped -3120/86 Unknown prior
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High -Water Alarm (Y/N) N/A
Separation Distances from Septic/Holding Tank:
To Water -Supply Well 9 7 '
To Property Line _ 51'
;for
Temporary Holding Tank Permit (Y/N) N/A
To Building Foundation
To Disposal Field
16'
I
To Water Main/Service Line N/A To Stream, Pond, Lake, or Major Drainage
Course Lv i ti
Comments From ground surface to bottom of tank is 8-1/2 ft. Cast—
iron vent pipe and plug. System is satisfactory.
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
5 min/in 85sf/bdm e of System Design
Soils Rating in Absorption Strata - YP
Seepage tank/pit
Date Installed Pre -1968 Length of Field unkno-W_n
Width of Field 500 gal capacity Depth of Field la' -9'Po hcttcm from C rnd Surf
Gravel Bed Thickness unknown
Square Feet of Absorption Area 250sf+ Standpipes Present (Y/N) Yes
Depression over Field (Y/N) no Date of Last Adequacy Test 3/20 /86 (co -r re -
Results of Last Adequacy Test 3/20/86 = sat/ afa(-.tnry fuer 3-.btlrm-- -
Separation Distance from Absorption Field
To Water -Supply Well 97 ' * To Property Line
To Building Foundation 50' To Existing or Abandoned System on
Lot N/A On Adjoining Lots 100'+ _
To Water Main/Service Line N/A _ To Cutbank (if present) not present
To Stream/Pond/Lake/or Major Drainage Course N/A
To Driveway, Parking Area, or Vehicle Storage Area 110 '
Comments Cast Iron vent pipe & P1_ _q Ra ad on ad _q3i a_cy _ttPst sT tPm-is
satisfactory for 3 bedrooms. _
D. LIFT STATION
Date Installed .
Size in Gallons
(NOT APPLICABLE)
"Pump On" Level at --
Fligh Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
** Check Permitted Bedroom Rating Against HAA Request **
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed
Date 3/28/86
John R. Chambers MOA No.
Company n V A ®
Receipt No
Date of Payment t i -:2 fro
u�
Amount: $
Page 2 of 2
72-026 (11/84)
Engineer's Seal
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401 E. Fireweed Lane
__ Anchorage, Alaska 99'5/03-2197
File 80-05.18 ""IVIA_ Grid,h/W 951 0a"3 -01-6(a/
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5 CHRO�DEr{ '5 uao l ✓/�io.L/
Municipality
of
Anchorage
April 10, 1986
John R. Chambers, P.L.
P.O. Box 670318
Chugiak, Alaska 99567
P.O. BOA 196650
ANCHORAGE, ALASKA 99519-6650
(907)264 -#XXX
TONY KNOWLES,
MA YOA
DEPARTMENT OF HEALTH d HUMAN SERVICES
Subject: Lots 39 and 40 Schroeder. Subdivision
Waiver Request, WR86-041
Dear Mr. Chambers:
A waiver of the well to septic system separation distance requirements
is not needed for the subject property. Prior to June of 1969 the well
to septic system (both the leachfield and tank) setback requirement was
only 50 feet. The tank and leachfield on the subject property meet this
requirement. The septic system has "grandfather rights" because it was
installed prior to the state ordinance change in June of 1969.
Please be aware that these grandfather rights apply to the existing
system only. Upgrades or enlargements of the septic system must meet
current separation distance requirements.
Sincerely,
- iQ 72,i=vuo
Stephen S. Morris
Civil Engineer
On-site Services
SSM/ljw
April 1, 1986
Ms. Susan Oswalt
Department of Health and
Environmental Protection
800 "L" Street
Anchorage, Alaska 99501
Subject: Request for
On -Site Well
Lots 39 and
Eagle River,
Dear Ms. Oswalt:
Waiver
- Sewage System
40, Schroeder Subdivision
Alaska
MUNICIPALITY OF ANCHCRAG4
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
A P R `l Affi
RECEIVED
Attached, is the checklist for Health Authority approval; results
of the water sample test by Chemlab and an as -built for the
subject property.
The system is quite dated - pre -•1968. The present owners have
lived there for about 11 years and reportedly have not experi-
enced any problems with the water or sewage disposal system. The
house has a deep crawl space without a concrete slab. The
natural soils are left exposed showing a coarse-grained sandy
gravel. This condition is present from 3J feet below ground
surface to the bottom of excavation about 8 feet below the
existing exterior finish grade. A water table was not observed
except in the well at 48.0 feet below ground level.
During my site visit and testing and also an as -built survey by
QUADRA Engineering, the seepage pit was indirectly measured to
have a 97 -foot separation from the well.
The septic tank separation from the well was indirectly measured
to be 57 feet. The site topography is relatively level with no
noticeable slope from the soil absorption system toward the well.
History of site does not indicate contamination problems and the
well test was satisfactory. Therefore, on behalf of the property
owners Glenn and Lynne Brown a waiver of the 100 --foot separation
criteria is requested.
If you have questions, please call me at 276-3770.
Sincerely,
-21
/John R. Chambers, P.F.
iCivil Engineer 6922