HomeMy WebLinkAboutDRAKE BLK 3 LT 2A
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241144
Work Type: Septic Upgrade
Tax Code Number: 01746214000
Site Legal Address: DRAKE BILK 3 LT 2A G:2834
Site Mailing Address: 3100 MERGANSER AVE, Anchorage
Owner: PANIPTCHUK GILBERT R & EVA B
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
6/18/2024
6/18/2025
33000
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: (' �` �- Date:
Issued By: Date: _ +�
4
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I. D. 017-462-14
Property owner(s) Jay Joy (New Owner)
Mailing address
Site address 3100 Merganser Ave Anchorage, AK
Legal description (Sub'd., Block & Lot) Drake B3 L2A
Day phone
Legal description (Township, Range & Section)
Lot Size 33,000 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑x
Initial ❑
Single Family (SF) ❑x
(w/wo ADU)
Septic Tank
Qx
Upgrade Fil
Duplex ❑
(D)
Holding Tank
❑
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: � i
Date of Payment: 6113�2 y
Receipt Number: C�/('--)_' c_,_
Permit No. V S'J Z eI / / (I1
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_'.;- :.
Municipality of Andxxage
On -site Water and Wastewater
Pannone Engineering Services
REVIEWED FOR CODE COMFIJANCE
uc OSP241144, Curtis Townsend, 06118ie
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Drake B3 L2A
Septic System Upgrade Permit Request
This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed
upgrade will serve a proposed four (4) bedroom house. This lot and surrounding lots are served by private wells.
Currently there are no wells within 100 feet of the proposed upgrade.
1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 5/28/2024. Groundwater
was observed during the excavation of the test hole at a depth of 5.0', bedrock was not encountered.
Groundwater was observed in the test hole monitor tube after 7-days at a depth of 3.0' BGS. Based on the
results of the percolation test and overall soils appearance an application rate of 6.0 gpd/SF was used for the
design of an advanced wastewater treatment system in the area of the test hole.
2. Soil Absorption System Design: See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
4. Topography: See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from
the proposed drain field.
S. Drawing Markings: The Drawings are marked "For MOA Review Only". When written notification that the
review is complete and no further comments are received from MoA On -Site Department, the note will be removed
and "For Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at (907) 745-8200.
Sincerely,
.STR.t�-
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
171une 2024
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
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MUNICIPALITY OF ANCHORAGE
MEMORANDUM
Signed
91-01,.5 (Rev, 1/81)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
Address ~ TANK FIELD WELL
'~'~ ~~ J o'~drooms WELL
c.6Ac ~.6C.,..,o. LOT LINE
~o~ j~,oc~ I~u~'v'~'°n ~~ F0UNDATm0N
Township, Range, Section
AS-BUILT DIAGRAM (Show location of well, septic system, prope~y lines, foundation,
~ ~ ~ driveway, water bodies, etc.)
TANKS ! -. N
~ SEPTIC ~ HOLDING
Manufacturer Capacity in gallo~
Material No. of Compa~ments
TYPE OF SYSTEM
/
Depth to pipe bottom from Total depth from original grade
originalgrade ~e~-- ~ ET ~-- ~ FT
Fill added above originat grade Gravel depth beneath pipe
Gravel length ~FT Gravel width ~ FT
Total absorption area ~ Distance between lines
Pipe material
Number of lines J S°il rating
,n--
~~ ~j j~ Datelnstalled
/
WELLS
~ P]IVATE ~ OTHER ~ldentifv}
Classification (A,B,C, Total Depth ICaseU,o
Installer Date Installed:
REMARKS:
~ale: ~ ENGINEER'S SEAL
Inspections Pedormed by:
Date: C
I ce~ily thai this inspe~l~n was ~aflorma~ a~r~lng le all
~unicipal a~ Stala galdalln~ In ~lm ~n this ~ata: ]~ '~
, Date;
72-013 (3/85)
LEGAL DESCRIPTION: z~- ~-.-,,~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O.
DEPTH? p
E
Depth to Water After 'h~,,/
Monitoring? .~v,,
Reading Date Gross Net Depth to Net
Time Time Water Drop
.. ~
t~UNICIPALI'TY OF ANCl-TOEN3E
(minutes/inch) PERC HOLE ~J~/IE~'~ENTAL PROTECTION
__ FTANO . ., FT DEC $ 0 1988
/-/,~ ' T,¢ /~/.
RECEIVED.
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: /'~
M U N I C I P A I .... I 'T' Y 0 F A I',l C H O R A G E
1)ep&r~ 'tmr-':.n'L o ~<' l...k~..ya 1 't.h & Human Set' v i c. es
825 I._ Str'eet, Rnch~r'~ge.., Alast<a 99501 :3~43.....4'72'.0
[} N ..... S I '1" E S E W E R P E R M ]'. '1"
Per'mit Number':
Dai:.e ;llssued: 12/()1/88
LJpgr' ade
Eng :i. neet' Des :i. gned
Owr'~er' Name,: ~.,'lL, f::.'lEiKa U S A F:EDERAL CREDI:I' UNION
Owner Address: Z.;I()() MERG;-IIqSE]::;: AVI:ZI',tUE
F.~f~,ICFiORAE~f.Z, Al{ 995 t e:>
Day Phone:
786.-..250:'.i!;
Sec i:. :i. or'l: 28 'Town sl"l i p
L.c',t Size '.2!;:]!;0C10 (sq,, ~'.1:.., of
h'i,'¢..'~x B,.:.~droc::,ms~:l Th:i.s F'el"rnit: 3 Total Capac:L'l:.y: 3
S:;i!iiF:'l.t.t,; !ANK: M:i. nimum total sepi:.:i.c tank capac:ity~ 1,,0()0 gal].ons~. Each sept, it:
I: ;,'~!: must hav(+:..~ at least ;:~¢ compartments, Depth to Cop oF septic Car'lk(s) < 4,.0
?eet r'~-:.,,.'quires insu].aC:i, on ove. r' 'l'..ank (s) ,,
..... ' .................. ' IF
:I:NI:::[JlRM D.H.H.S. PRiOf.~ TO 1BT &. 2ND :I. NSI-.E[. I IONS BY E. NOINE. EI-,.~
AFt"IEIR or-"'FICE HOI.tl..'4,S.~ C',~t,..I... :34:3-468i AND LEAVE A I'llE~BSAfaE.
Ct~iqS"f'I:~LICT PER EN[~iNEE'RS DESIGN.
1F.l.l:f:i PIERMIT EXPII"~:ES 1;3/:31/88 AND V~LID FOR A SINBLE FAMILY HOME.
(::d',JE ADDITIONAL ,SOIL,S LOG WITH WATER MONi'TDRINO WILL BE ATTACHED
TO T'HE AS-BUIL. T OF:' 1"HIS SYSTEM UPON COMPLETION.
[:;I!!!]:~'T .t, I::: Y I' HAT:
.... i: mm ~'am,i. il, iar with 't',.he r'equ:i.r'ement~, for on,,,-si'l:..e: sewer':.~ and wells as set
For. i:,h by 1'.he Mun:i. cipal:i.t.y o[' Anchorage (MOA) and the Si'.ate o[' Alast<a,,
[ wJ,].,I, ii"t'..[~Ft'..,;.',tl], the ?.,iy:~d:.em :i,n accordance w:i,t',h aZ1 MOA codes and
ar'id in compl:i, ar~ce wi'Ll"'~ the des:i, gn cr'iter.:i.a oF thi, s per'.m:i.t.
.... I: w:i. 1]. a.'Jher'.e '1;..o all MO~:.t and Stai'.¢e of Alaska Pequ:i.r. enieni'..s for' t.t"~.~ set back
(::tis'[,atr'/(.;.~;a!i~, .l'r'oif~ 8fly exist'.ir~g well,., wa~tewater' d:i. sposa]. ~ys'f..em or public
!i~(,::,:,l;JC.'.:,l".:'!:t,'~:..j~i:;! jL=,'y't~'l'~,Ee~'ft C:)I] 't.t"l:i.'~!~ OP aF]y adjacent (::~r' near'by lo+...,
1 t..u"lder's't..ar:td l'..h,.~'.~t th:i.s permit. :i.s Ya].id ['op a f'n,~;.,'imLtm o~:' ;2!; bedrooms,,
a ]. !~K:) ,'..tF'~cJ(,);)i' ;si:.ar~d [ J J !.',,J"t{.;.:.,~ (;,~apa(: ,i,'t,.y ('-')J' the t. oi'..a l system :i.s 3 I::)edr'oc)ms and
([]wl"~(.:.:.:c) AL../.~KA t.J S A'I I:::I.:.i;DER~..lt .... CRED]:'T
ssued By DP~ I"li!i;: ............................................
.................. ......... ,. ............. ............................................ -,.... -
ALASKA I FIUIROFImI I1TAL COrlTROL $1 RUICI $, IFIC.
SPECIFICATIONS FOR A FIVE-WIDE WASTEWATER TREATMENT SYSTEM
LEGAL DESCRIPTION: LOT 2A, BLOCK 8, DRAKE SUBDIVISION
1.0
6ENERAL
1.1 The drawings, sheets I through 3, shall be a part of this
specification.
1.2
All materials and workmanship shall meet the requirements of the
Municipality of Anchorage, Department of Health & Human Services,
(DHHS), the conditions of the permit, and all applicable rules and
regulations currently in effect.
1.3 Ail elevations and depths are advisory and are to be verified or
modified in the field by a DHHS approved inspector.
1.4
It is the responsibility of the installer to adhere to approved
designs for installation, maintain the specified separation
distances, and have the appropriate inspections.
1.5
If the installation is not inspected by an AECS engineer, AECS will
not be responsible for the installed system. An engineer at AECS
should be consulted prior to construction, to determine the number of
inspections that will be required and to explain what these
inspections will involve.
2.0 SEPTIC SYSTEM
2.1
The existing septic tank may be used, if it meets the capacity
requirements for the residence and the approval of DHHS. Older
systems may need tank integrity verified. If not, then specifications
2.2 through 2.6 apply.
2.2
The septic tank shall be a UPC approved two-compartment tank,
constructed of 12-gauge steel with bitumastic coating, set level
on undisturbed soil and insulated with overlying layer of 2 inch
burial type polystyrene.
2.3 The septic tank shall be a minimum of § feet from the house
foundation, and a minimum of 5 feet from the absorption area.
2.4
The septic tank and drainfield shall be a minimum of 100 feet from
any private well or body of water, 150 feet from Class C wells, and
200 feet from Class A or B wells, unless otherwise specified. Less
than the required separation distance must have prior approval or
waiver by Alaska Department of Environmental Conservation (ADEC).
2.5
Piping shall be fitted with a mechanical watertight calder coupling
of the inlet and outlet of the septic tank. Piping shall be 4-inch
ASTM D3034 or cast.iron, sloped a minimum of 1/4 inch per foot from
1412 We, SC 331~) &v6nu6 Ip &ncho~aq6, ~[ask,~ 99503 · (907) 279-5553
the house to the tank and 1/8 inch per foot from the tank to the
trench.
2.6
Cleanouts shall be installed as designated, capped with air-tight
rain caps (Jim caps or equivalent), and extend a minimum of 2 feet
above ground level.
2.7 If a lift station is shown on the drawings it shall be Anchorage
Tank or MOA approved equal. (See attached specification.)
3.0 DRAINFIELD SYSTEM
3.1
The gravel for the drainfield shall be 0.5 to 2.5 inch, screened rock
with less than 3~ passing the #200 sieve. Ail substitutes must have
prior DHHS approval.
3.2
The bottom and side of the excavation shall be raked with the backhoe
blade to ensure that it has not been compacted during excavation.
The bottom elevation shall be level.
3.3
Monitor standpipe(s) shall be placed as shown in the drawings, and
shall be rigid PVC ASTM D3034, or 4-inch cast iron. The section
shown with holes may be drilled 0.5 inch holes on the 6-inch centers
on opposite sides of the pipe, or a regular section of perforated
sewer pipe, clamped to a solid section, with either a no-hub coupling
or a solvent joint. A rubber rain cap (Jim cap or equivalent) shall
be placed over the top of the pipe.
3.4 The distribution pipe shall be 4-inch rigid PVC with a minimum crush
strength of 1500 lbs or equal. Ail distribution pipes shall be laid
level.
3.5
If the final grade of the drainfield is less than 4 feet above the
gravel, insulation is required using Dow extruded blue styrofoam
board or equal. There shall be 1 inch of insulation for every foot
of soil less than the required 4 feet of cover, but there must be at
least 18 inches of soil cover even though insulation is used. The
solid pipe extending from the septic tank or lift station to the
drainfield shall also have 4 feet of cover or an equivalent layer of
insulation to prevent freezing of the line.
3.6 If insulation is not necessary, the gravel shall be covered with a
layer of nonwoven engineering fabric.
3.7
It is recommended that the area excavated and the area in the
vicinity of the drainfield shall be planted with a white clover, red
fescue mix or Kentucky blue grass.
4.0 INSPECTIONS
4.1
A minimum of three inspections are required for installation of the
trench. The first inspection will be of the excavation to verify
that the installation will be in the proper soil.
4.2
The second inspection will be after placement of the gravel, monitor
standpipe(s) and distribution pipe to verify proper installation
before backfill.
4.3 The third inspection shall be after the drainfield is backfilled and
the ground graded.
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
JOB
SHEET NO. OF
CALCULATED BY DATE ,
CHECKED BY DATE
0
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0
0
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F-
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· :' "/~ £~$r -,-. i10.00 ~r~
,~ ~ ~ , :.t, ,~ o~,:,., . ' ~ ~, ~ ' ' ', "~T~~...~ " .'
· : ~ '.. ..~ ...'..::~ ,
~' . . I~ -- .
/ the ex~stence~an.y eas~ents, c~e~nt~or re-: -'~' '~ ...., ,,- .:: ~ , '
~ strictions Which ~o.-~ot~a~the re~orded sub-
j dtvtston plat. Under no ctrc~stances*should any ' ': _NOTE "' ' .'' .'~:: ..... : ~. '
': data hereon be used for construction or for estab- , ~NTS OF~C~D,'bT~R,THAN ~OSE: ·
:, 11shtng boundary ot fence 1tries. The surveyor .take~
- responsibility for the tntttal transaction only."
. - . . .... ~ ....................... ~ ,.,., ...,~.'. t. .,,..:~,"
LQT ~ ... BLOCK ~
ANCHORAGE RECORDING DISTRICT o ~,. ~-. · ......
~P~Ema~: ~NG ~ ASS~IATES , , ' ...................
~~ 14~6 HYDE~ STREET
ANCHORAGE~ ALASKA 99~1 ~[Ws~oa OArE '.~
"":~.~ I"~' P'~':/"~~ ~' Iw~~%o~ I'~~.' 1'"'~'2e~~ ..,'."
PERFORMED FOR:
Municipality of Anchorage a.,.,,,,. ,,0 ,,,,....
DEPArTmENT OF HEALTH & HUMAN SERVICES' ~~~.../:~
825 'L Street. Anchorage. Alaska 99502-0650 ~. ~b~ c.
SOILS LOG -- PERCOLATION TEST ~~E-2251
LEGAL DESCRIPTION:
I
3,/t
2
9
11
12
13
14
15
16
17
18
19
20
COMMENTS
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Depth to Water Alter
Monitoring? , ]2., / Date.. /~//~"~
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND . , FT
PERFORMED BY: I
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev, 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE:
GRIr "ER ANCHORAGE AREA BOROU~'-I
HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
N? 724
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
ADDREssMAILING ~,/__~)~,
LEGAL DESCRIPTION
DISTANCE FROM WELL
LIQUID CAPACITY
GALLONS.
MATERIAL (~/4~l~--'~l= NUMBER OF /
COMPARTMENTS
INSIDE LENGTH '7 ~ INSIDE WIDTH d !~DEPTHLIQUID ~'
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER
NEAREST LOT LINE. 2~) / JO ~)
OR WIDTH /z!
LENGTH /' ~'~ ~' , DEPTH
DISTANCE FROM WELL
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
BUILDING FOUNDATION
~-~' ~-~ SQ. FT.
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES .,
NUMBER OF
LINES ANCE BETWEEN LINES TRENCH WIDTH . TAL EFFECTIVE
ABSORPTION AREA/ SQ. FT. LENGTH OF EACH LINE. ~~_ ~
DEPTH: TOP OF TILE TO FINISH GRADE .DEPTH OF FILTER MATERIAL BENEATH TILE .IN. ABOVE TILE
WELL: Typ E p~,l 1/~/,=-D DEPTH ~""~" ' DISTANCE FROM WATER
, BUILDING FOUNDATION. ~Jg/~' SAMPLE ,/'~--- , NEAREST
' NEAREST SEPTIC &~ ! SEEPAGE ' OTHER
LOT LINE Z~:~ ~ ~' , SEWER LINE -- , TANK , SYSTEM //0~' , CESSPOOL '- , SOURCES
DISTANCES:
DIAGRAM OF SYSTEM
GreaTer ANCHORAGE Area BorOUGh
DEPARTMENT OF' ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION '2,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ //~,,~__~ ~ ~ ~~,,~
INSTALLATION Of: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS
cOmPLETION DATE ANTICIPATED (~~
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYBTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE BUBJECT TO PROSECUTION.
SEPTIC TANK SIZE
TYPE
MINIMUM DISTANCES, REQUIRE;E.~N~S
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE Pit
SEPTIC TANK TO SEEPAGE PiT WAll
SEPTIC TANK ~ , SEEPAGE PiT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD .~/~/~
DRAIN FIELD
/5'
DRAIN FIELD
SEEPAGE PIT /~ ~ /~
ALSO CONSIDER AREA WELLS.
SEEPAGE PiT ff ~'
SEPTIC TANK, , SEEPAGE PIT
TO RIVER, LAKE STREAM.
., DRAIN FIELD
CAST iRON INTO AND OUT OF SEPTIC TANK AND iNTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PiT
FITTED WiTH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
0~
L~CENSED DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WiTH SAID CODE.~~/--~JL//
REATER ANCHORA,oE AREA BOROUGH
HEALTH DEPARTMENT CASE
327 EAGLE STREET
ANCHORAGE, ALASKA 99501
Th,i~s Form Reports a: So~ls Log ;~' '-~Tes'~ ---.j : ....
Depth
Soil Characteristics
,'-'~. 4~,'~,-~: ~ ;,.-~'~ i
Was Ground Water Encountered?_~. ¢V9~®I
/
If Yes~ At What Depth_._.____,, , ......
Location Sketch
Reading Date Gross Time Net Time Depth To H20 Net Drop
e~colatioB RaTe l"/ M~nut~ .... ,. :" :: ~-~ ............
Proposed Instali'ati~,n?-Seepage Pit ~ Drain Field
DEPT. OF ] NVIltONMENTAL CONSERVATION
$OUTHCENTRAL REGIONAL OFFICE
MACKAY BLDG.
338 DENALI STREET
ANCHORAGE 99501
Mr. John Beck
RCA-Alaska
629 E Street
Anchorage, Alaska
SUBJECT: Lot 2A, Block 3, Drake Subdivision
Dear Mr. Beck:
Our interpretation of fhe State Wastewater Regulations in regard
to the subject property is that since a waste disposal system an6 water
supply system is already located on the lot and you intend to uti/lize
these systems, the new regulation would not be applicable in your case.
In other words the existence of the GAAB approved systems give you so-
called "grandfather rights".
In summary you are not affected, by the regulation, but you should
make sure ~you meet all local Borough requirements.
Yours truly,
Ky I e(~. Cherry ~
Regional Environmental Engineer
cc: GAAB-DEQ/