HomeMy WebLinkAboutT15N R1W SEC 30 LT 82A
unic p h Yo
Anehor e
P.O. BL~."196650
ANCHORAGE, ALASKA 99519-6650
(907) 264-4111
TONYKNOWLE~
MAYOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
S~ptember 21, 1987
Steven W. Eng, P.E.
District Engineer
Alaska Department of Environmental Conservation
3601 C Street, Suite 1334
Anchorage, Alaska 99503
Subject:
Status of On-site Wastewater Disposal Systems,
Lot 2 Sleepy Acres Subdivision, Anchorage
Lot 82A, Section 30, T15N, R1W, SM, Eagle River
Dear Mr. Eng:
You have requested an update on the status of two Septic
systems that were originally determined to be installed in
violation of the four foot ground water separation requirement.
I have enclosed final as-builts of these two systems which were
modified in order to meet this four foot separation requirement.
The Sleepy Acres system was originally installed in early June
of 1987. Mr. Ted Moore, P.E., was hired by Equitable
Relocation to perform an independent evaluation of. the septic
system. In the process, of this evaluation, Mr. Moore
determined that the system was installed at or near the water
table. Mr. Moore supplied DHHS with this information.
Department staff conducted an independent evaluation of the
system by measuring the elevation of the water table in
relation to the base of the system. These measurements
indicated that the bed was indeed installed in the water table.
Mr. Shafer was informed of the situation and he agreed to
modify the system in order to meet the required four foot
separation to ground water. Four feet of imported sand were
hauled in and placed beneath the bed. At the time of the
installation, department staff verified that the installation
met the separation requirements by measuring the elevations of
the base of the system and the level of water in an adjacent
testhole. It should be noted that Mr. Shafer was also required
to demonstrate that the receiving strata perked at a rate of 60
minutes per inch or less. This perc test was witnessed by
department staff. The as-built of the system was approved by
the department after these improvements were accomplished.
The mound system on Lot 82A in Eagle River was also modified to
meet the four foot separation requirement to the water table.
In October of 1986, two to four feet of additional sand was
hauled in and placed beneath the mound in order to achieve the
desired separation. The mound was reinspected by department
staff in July of this year. In addition to raising the bed to
meet the four foot separation requirement, fill had been hauled
in and the entire mound area had been regraded to provide for
improved surface drainage. Monitor tubes and cleanouts in the
mound were found to be dry even after six months of use.
Although the mound system is installed in an area that is
marginally suited for on-site disposal systems at best, the
department is confident that the system is functioning
adequately at the present time and is not contaminating ground
water. Despite the improvements noted above, it should be
stated that the as-built was approved by the department with
great reluctance.
The department has recently instituted a random inspection
program. Engineers are required to notify the department when
an on-site system is being constructed. Staff members now
oversee the installation and engineer inspections of
approximately 20% of the private systems installed within the
municipality. This program should prevent or at least reduce
some of the gross oversights that have occurred recently.
If you have further questions regarding this matter please give
me a call at 343-4744.
Robert W. Robinson
Manager, On-site Services
cc Gus Andress, P.E.
Manager, On-site/Water Quality Programs
/-"- MUNICIPALITY OF ANCHORAGE /~%
DE ~ITMENT OF HEALTH AND HUMAN SER\ -=S
Environmental Health Division
825 "L' Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
Phone{~)' ermit NO.
c5-~ /- 52~ F~o2~ I
LEGAL DESCRIPTION
SEPTIC
TANKS ~/.S'~"/,4/'~. /~Oa~)
[] HOLDING
TRENCH
/,5-/2.
TYPE OF SYSTEM/--//O
.,~_~F~.Ip~). ~ W. DRAIN g OTHER
Total depth from original grade
Gravel depth beneath pipe
Gravel width
Distance between lines
SO FI ~ ~
~ /~ 7~
WELLS
FT
FT
FT
FT
y PRIVATE
REMARKS:
[] OTHER (Identify)
Total Depth FT Cased to
Date Installed:
FT
S & $ ENGINE~N~
Health Department Approval:
DISTANCES
FROM~ SEPTIC ABSORPTION
WELL
TANK FIELD
WELL
/Do,
LOT LINE /'~ ~ /0 ~ ~/0 ~
FOUNDATION 0"~0 ' ~3 -/~ ~ '
AS-BUILT DIAGRAM [Show Iocahon ol well, septic system, properIy lines, foundation,
driveway, water bodies, etc.)
Inspections Performed by:
cedify Ihst this inspection was pedormed occording to all
Date:
DEF:'ARTMEN]' OF HEAL_TH AND ENVIRONMENTAL. F'ROTECTION
825 L STREET, ANCHORAGE, AK 9950:1.
CONTACT f .~I.,IIE..
AI..A-'::)KA C[]NT~ BAI\IK
C/O S8~S ENGINEERING
EAGLE RIVER, AK 995'77
694-2979
SU[{DIVISION: NA LOT: 82A
SECTION: 30 TOWNSHIF': 15N RANGE: tW
c~,:.~ ,:] "~ (~.~,~. ~ F I ~ OR ACRES )
BLOCK: NA
:l.~ I am famJ.].iar~ wi'Lb 'LJ'l':~
2.
~'op on-sit~?, sewePs anti ~,~ells a~i set
foPth by 'Lhe l~lunicipal:i, ty o[ Ancho~age (MOA) and the State of Alaska.
I ~d.].l insta].l the sysCem in ac:(:::o[~dance with a].I MOA codes and Pegu:l. at~i. ons,
and in compliance with the design cpitepia oF this pePmit,
:[ will adhePe to all MOA and S'Lat. e ~' Alaska ~ecluir'emen'l'..s ~'c:~~ the set back
disf. ances fPom any existing well, wast. e~at, e~~ disposal system or public
sewer'age system on 'Lhis (:m any adjac:ent c:)p neapby lcd:.
IF A I.]:F:'T srI'AT]:OI'~] IS INS'TAL. LED If'.! AN AREA COVERED BY MOA BUIL.DINt¢ CODES,
THEN (1) AN ELE:CTRICAL. PERMI'T AND INEiF'ECTION MUST BE OBTAINED; (2) AS-BUILTS
W]:L.L. I'~IOT BE£ APF:]:ROVE:D W:[]'HC1U] Al'-,! ELECTRICAL INSPE[]TION REF'ORT; AND (3) THE
ELECTRICAL WOF,.'K MUST BE: DONEE BY A LICE]"-1,~3ED ELECTRIC:lAN.
S I GNIED
AF'P[. i [::AN'T:
IS,SUED BY
AL_,!~,SF:]A [,(),[ .J"[ ,, ['~AI 4K
PERFORMED FOR:
LEGAL DESCRIPTION:
1 --
2
3
4
5
6-
7-
8-
10-
11
12
13
14
15
16
17
18
19
20
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES.
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION 'I'EST
~ ,/~ Township, Range, Sectibn:
SLOPE
,q
SITE PI,AN
WASGROUNDWATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
O epth lo Water Alter ~'
Gross N~t Depth to Net
Readin§ Date
Time Time Water Drop
. ,, ,. ~ ,y>> ~1~"
_
PERI'ORMEDBY: ,,.~ I~ ~-a'~ --([-- 1~ / CERTIFY THAT ~HIS TXST WAS PERFORMEO IN
ACCORDANCE W~t"~.~~IDELI~CT O2THiS DATE. DATE:
~CALE
/;'~% MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PRoTEcTION
ENVIRONIVIE N'FAL ENGINEERING
DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE
~ UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION
LOOATION NO. OF BEDROOM8
Materi I No. of compartments
Manufacturer ~ ~_~
Li~c~ in gallons IF HOME.DE: Insid~ength Width Liquid depth
DISTANCE TO; Well /~ /~ Foundatio~O f~ Nearest lot [i~ '~ PERMIT NO.
~ ~ No. oflin~ Leng h f~8 I' ' Total lo.~f.nos Trenchwidt~ inches Olsta.cebetwoe. li.es.~s '
~ ~ TOp of tile to finish grade Material beneath tile ~ inches
Length Width Depth PERMIT NO.
m Well / ' Building foundation Nearest lot line
e DISTANCE TO:
~ Class Depth ~ ~%~ ~ D istancetolotline P ERMITNO.
~ Building fo~a~o~ ~ Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIALS
PFc
SOl L TEST RATING
INSTALLER
REMARKS
3 (Rev, 3/7
Permit
~_~UNICIPALITY OF ANCHORAGE
Department f Health and EnvironmentaX-~rotection
825 ~ Street, Anchorage, AK. ~9501
264-4720
* * * HANDWRITTEN PERMIT ~ ~ ~
ON-SITE SEWER PERMIT
Location:
Legal Description: L~ ~-~
Type of Soil AbsorptiOn System Is:
Phone Number:
Lot size:
Trench: ~--~Drainfield: Seepage Bed: __Holding Tank:
Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:
DEPTH ~ LENGTH IBC/ _ GRAVEL DEPTH C.~'._.] ] WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE =
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department,
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion°
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes.
(3) I understand that the on-site
the ~esidence is remodeled to
~p~licant ~' '
SWP/024 (1/81)
I~1 '~--~ 'MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Street, Anchorage, A~aska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
[] PERCOLATION
TEST
DATE PERFORMED:
X~/~
SLOPE t SITE PLAN
1
2
3
5
6
7
8
/Z,
10
11
12
13--
14
15
16
17
18
19
20
COMMENTS
~ E
47¢;. ~ DEPT.?'P"ES'"T'g"AT
Rohe~
~qo. 1457-E
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
~_q
TEST RUN BETWEEN FT
minutes/inch)
t(
CERTIFIEDE
?~:: ~¢: /::i " roi
000000000000
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4744
Application Date
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
T15N R1W Section 30 Lot 82A
Location (address or directions)
Stephanie Boulevard
(b) Properly Owner Ak Continental Ban~Jephone:Home Business 562-0880
Mailing Address Lake Otis/Tudor
(c)
(d)
Lending Institution City Mortqaqe
Mailing Address
Telephone
Real Estate Company and Agent Brent Schlosstein % Re/Max of Eaqle River
Address PO Box 848, Eaqle River, Alaska 99577
Telephone 694-4200
Mail the HAA to the followin(~ address: or: Check here I-I, if hold for pick up.
List contact person and day phone number below.
S & S Engineering
17034 Eagle River Loop Road ~204
Eagle River, Alaska 99577
(e)
TYPE OF RESIDENCE
Single-Family rRx
Number of Bedrooms two (2)
WATER SUPPLY
· Individual Well'I( Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite::~× Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status·
Page 1 of 2 72 025 fRev 8/861 Front
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 S & S Enqineerinq Telephone
Address 17034 Eaqle River Loop Road #204
Date
Engineer's Seal
This department has received written confirmation from the
engineer regarding the Conditional Approval of December 3, 1986.
The corrections have been accomplished and an inspection has been
completed by the above engineer. The subject property meets with
Municipal standards and is now approved.
DHHS APPROVAL
Approved for two (2)
Approved XXXXXXXX
bedrooms by
Disapproved Conditional
Date July 2, 1987
Terms of Conditional Approval
CAUTION
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.
Page 2 of 2 72-025 fRev 8/86) Back
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
ANDREPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ROBERT A. SHAFER
CIVIL ENGINEER
694-2979
June 25, 1987
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTJOJ~
Municipality of Anchorage
Departmeat of Health and Human Services
825 L Street
Anchorage, Alaska 99501
RECEIVED
ATTENTION: Steve Morris
REFERENCE: Lot 82A; Section 30; TI5N~ RIW
The following additional information is provided to answer your questions
resulting from your site visit and our request for final Health Authority
Approval dated June 14, 1987. The soil properties in this area have
moderate limitations that in our opinion have been overcome by the speclal
design and installation of a mound system. In addition the curtain
drain has artificially drained the area above and under the mound.
The soils are poorly p~rmeable as indicated by our previous soil test
dated March 30, 1983. It is our opinion that the water §eneath this
poorly permeable layer is under hydrostatic head and therefore when
th~se layers are penelrated by a testhole the water level rises in the
casing to a level above the free water zone in the soil.
The mound system appears to be in excelleat condition and from all indication
is working well. The monitoring t~bes are dry even though the system
has been in use for over six months. In the design of the mound system
o~ly the organic layers w~re removed. By not penetrating the poorly
p~meable soils we have avoided the artesian effect beneath the mound.
If yo~ additiona
~AS/ss
inform~on, please eontactus.
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN SRB 196X EAGLE RIVER, ALASKA 99577
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 Ma~ 16~ 1986
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 82Ai T15N; RIW; Section $0
Location (address or directions) .
Stephan~'e Bo~evard
(b) Applicant Name Alash~z Co~(;iner¢.¢.~ B~(~fephone: Home Business $b2-0880
Applicant Address Lake Otis and Tudo% Anehora.qe/Tom Harrison
(c) Applicant is (check one): Lending institution []; Owner/builder ~; Buyer []; Other [] (explain); ~,
(d) Lending Institution Cit~/ Mortgage Telephone
Address Anchorace
(e) Real Estate Company and Agent Re/Max of Ea~qle River/Bre~ S¢~osst~in
Address P.O. Bo~ 848, Eagl6 ~v~, Al~k~ 99577
Telephone 694-4200
(f)
,~th~e HAA to the following address:
S ~ S E~g~ne~ng
SRB 196X
Eagl~ RZver, Alaska 99577
0rd~red by Bre~- Re/Max
2. TYpE 'OF RESIDENCE
Single-Family ~ Mfi !-Fami y [] Other
Number
of
c~.,~e~rooms
3.. WATER SUPPLY '
Individual Well ~] ,~x, Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite[] Public[] Community[] Holding Tank []
Note: If corn m unity well system, must have written confirmation from the State Depart merit of Environ mental Conservation
attesting to the legality and status.
Page 1 of 2 72-025 (tl/84}
ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATI~)N
As certified by my seal affixed hereto and as of the validation date shown below, I verify th at 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 insJ~ection.
S& S ENGINEERING ~; ~Z/--
Name of Firm Telephone
SRl~ 196X
Address . ,, ~ ,'~ .....
~J~.~i. ~ ~ UUL ~ ~ I~UO
Date
DHEP APPROVAL
Approved for '~,~'~ ~'~'~ bedrooms by ~ - '~o.-~.~.~ Date
Approved ~'~'~ Disapproved~ ~ Conditional
Terms of Conditional Approval
CA~TION
The Muncipality of Anchorage Depadment of Health and Environmental Protection (DHEP) issues Health Authority
Approval cedificates 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 cou~esy to purchasers of homes and their lending
institutions in order to satisfy cedain federal and state requirements, Employees of DHEP do not conduct inspections or
analyze data before a cedificate 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 ANCHORAGE (MO~)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
Legal Description:
MUNICIPALITY OF ANCHORAg~
DFPT. OF HEALTH &
ENVIP, ONMENTAL PROTECTION
RECEIVED
WELL DATA
Well Classification
Well Log Present
Total Depth / ~,,~-
Static Water Level
IfA, B, C, D.E.C. Approved (Y/N)
Date Completed ~-~ ~ ~:~" ~ '~ Yield
Cased to '~'~'"- · Depth of Grouting ~ ~ J ~- ~ Pump Set At
Casing Height Above Ground
Electrical Wiring in Condui Yt~j~)~_
Separation, Distances from Well:
Sanitary Seal on Casing~0,N~
Depression Around Wellhead
To Septic/Holding Tank on Lot //d)-~ ~ ¢'- ; On Adjoining Lots
To Nearest Edge of Absorption Field 0n Lot ~,/~ ~"~ ; On Adjoining Lots
To Nearest Public Sewer Line ¢k~ J2k~ To Nearest Public Sewer
Cleanout/Manhole ~ To Nearest Sewer Service Line on
Comments /
B. SEPTIC/HOLDING TANK DATA
Date Installed
Stand pipes ~.bJ~. Air-tight CaPS ~_,PN.)
Depression over Tank
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well /'¢)b I '~'
To Property Line ~ ~ ~--
To Water M2!n/Service Line
Size (/~O o No. of Compartments ~'
Foundation Clean out~//J~v-
Date Last Pumped /v'~ ~
'~¢',~ ; for ~
Temporary Holding Tank Permit (Y/N) _
To Building Foundation
To Disposal Field
Course
To Stream, Pond, Lake, or Major Drainage
Comments
Page I of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed ~ ~ ( ~
Width of Field ~.~/~, '
Square Feet of Absorption Area
Depression over Field .¢~/~...~.
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
TO Building Foundation ~' ,'% /
Lot
/~(~- Type of System Design ~fCcr'¢¢~ [-'~¢.~::~
Length of Field ~]
Depth of Field ~ ~2~
~ravelBedThickness ~ ~ ~/~
Standpipes Presen~/~
To Water M'~rin/Service Line '~'::~ / c--
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Date of,~/~dequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots -~
To Cutbank (if present)
Comments
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed S & S ENGINEERING Date JUL 2 9
SRB 196X
Company MOA No, ~"~(_..¢.~o ..~
Receipt No. _ q(~, ~,
Date of Payment
Amount: $
Page 2 of 2
72-028 (11/84)
APPLI¢' '~NT FILLS OUT UPPER HAI~ '~ ONLY '..~
Proper ty OV(-,~er ~ ~:.~l t ~ C , , Phone*
Address Zip'Code
b:~ 0 ~ ~ Zip Code
T,me Time Time Time ?,,(~j~ ~/~
Inspector Inspeclor Inspector Inspector
Soils Rating D.~ate~J~rwer Installed Well To Absorption Area Well Log Received
Well to Tank Septic Tank Size
· ! ~: AppLIC~'NT FILLS OUT uPPER HAl" "IONLY /U~ '
Property
Owner
Phone
~' ~ zip Code q
Mailing Address ~ ~ ~. r~y ~ ~/ q~ ~ ' I'
Buyer
Address Zip Code
'" . . Phone
Address Zip Code
Realty Co. & A~nt Phone
Address Zip Code
Legal Description ~ ~_)~)~ ~ ~ ~, L~ ~ ~ ~' J~ ~ [
Slreel Locati~
Type of Resi~nce
~ingle Family
~ Multiple Family No. of Bedrooms
g Other
Water Supply
~lndividual A~ACH WELL LOG. A well log Js required for all wells drilled since June 1975.
~ Communily For wells drilled prior to lhat date, give well depth (attach log if avalleble).
~ Public Utility
Sewer Disposal
~ndividual Year individual Installed:
~ Public ~gity When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Inspector
Field Notes:
;~,.,o,~~S 'CONDITIONS OF APPROVAL
CONDITIONA' APPROVAL' .._.q.0
DATE ~ --2 ~"' ~ ~
soi,s Rati.g Date .~wer ,nsta,ed We, TO Absorption Area Well Log ~eceived
~ ~ Well tO Tank Septic T~k Size