HomeMy WebLinkAboutTROLL KNOLL BLK 2 LT 14
Municipality of Anchorage P.,g,/ 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:
Name:
Addfe~:
LEGAL DESCRIPTION
I
WELL: B New [~I¢~D Upgra~
C~ll~tl~ (PHvlta, ~B,C): I10~ ~To: Total Ib~rption ima:
, .. ~ n. FL
~ Septic ~ Holding
SEPARATION DISTANCES
Surface
Water
Lot
cu..,.~/~ ~/~ ~/~ ~/~ W/~
Drain
Remarks:
Inspections performed by:
PID Number: EEl- r2~./- O~
Wastewaler System: [] New J~'lJpgrade
ABSORPTION FIELD
n Shallow Trench [~ed nMound r/Other
Total Depth from odglnel grade:
3"7-.. ~,f.
TANK
n S.T.E.P.
Capacity In
Number O! Compaclmenta:
LIFT STATION
"Pump on# level at: ~level et; I Hig~ ,,atar eterm at:
Pvm~:~' I IElect rlcal InN3ectiona perfomled by;
BENCH MARK
Location and Description:
Dates: 1st ~?/¢;/~
Department of Health and Human Services approval
Reviewed and approved by: .~-~p ~ Date:/0-~'- ¢'2-
~ermlt No. SN920168 Page 2 o! 2
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: TROLL I<NOLL
Lot 14, Blk 2
HILLTOP DRIVE
LOT 14
GRAVEL DRIVE
CDMMUNI~Y
, \
EXISTING lO00 G,~L.
PID No.: 015-521-06
- $~/ING TIES
^-D=~I.5'
A-6=57.3'
B-D=~6.3'
B-D=67.~'
SCALEd -50
ELEVATIDNS
(NOT TO SCALE)
fIELD
--. 1EST HOLE ._
- MONITOR TUBE
o - SEWER CLEANOUT
-~ - WELL ,
mmm+~- PROPOSED LEACHFIELD
EASEMENT
97.7'
86.6'
PAGE i OF 1
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
P~RMIT NUMBER:SW920168
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:LEMMENS RANDY
OWNER ADDRESS:PO BOX 670714
EAGLE RIVER, AK 99567
PARCEL ID:05152106
LEGAL DESCRIPTION: TROLL KNOLL BLK 2 LT 14
SEC 10, T15N, R1W, SM
(UPGRADE) PERMIT
DATE ISSUED: 7/02/92
EXPIRATION DATE: 7/02/93
LOT SIZE: 24385 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
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 (18AAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
EXISTING SEEPAGE PIT TO BE ABANDONED.
VERIFY INTEGRITY OF EXISTIN3?,, TANK.
DATE:
DATE:
Louis Butera, P.E.
Registered Civil Engineer
June 29, 1992
John Smith, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Troll Knoll, Lot 14, Block 2
Narrative
Dear Mr. Smith,
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The area has large lots allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is ad~uate, due to absorption capacity, and a community well
system.
4. Drainage will not be effected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
P.O. Box 77329,1 · Eagle River, Alaska 99577 · Telephone {907} 694-6195 · Fax {907) 694-3297
\\ LOT 14
HILLTOP DRIVE
GRAVEL DRIVE
COMMUNITY
ND PRIVATE WE(LS
+lO0'
NO SEPTIC SYS. +30'
LDT ]
q
EXISTING 1000 GAL.
EXISTING PIT ~
SEWER
COMMUNITY
WATER
m' T.H,
LOT 2
~/DDDED
NO PRIVATE WELLS
+100'
NO SEPTIC SYS. +30'
HOLLO6/
q
LOT 13
APPROX.
TANK AND
SEPTIC PIT
LOCATION
ISEPTIC
TRENCH
LOT 3
~ E~ TEST HOLE
)JOMIIOR TUBE
~ SEWER CLEANOUT
ND SURFACE WATER +100' + WELL
,o K,ow, CU,TA,, oR^,,s ._......:~:
SEPTIC SI b_ LAIN ~,~,..,......4',~,
LEGAL: LOT 14 8LOCK 2 TROLL KNOLL ~,,~:."'
OWNER: RANDY LEM~ENS ~'!49I~-'~ \~'.~
CON Ac om N/^
uuo ~ ~z-u~uA~.. uJ/u~/~zI ~bAt.~. ~ --JU ~ ~o~,^.s~,,,, .'~
~ EAGLE RIVER, AK. 99577
· ~ (907) 694-5~95 FAX: (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 14, BLOCK 2, TROLL KNOLL
GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
and State Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. All excavations and depths are advisory and are to be verified or modified in the
field by the contractor to meet Municipality of Anchorage, Department of
Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements
and to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
BED
1.
3.
4.
5.
6.
The bed is to follow the natural land contour to maintain uniform total depth of
the bed bottom.
The bottom of the bed shall be level, plus or minus 1.5%
The total depth of the bed excavation is not to exceed 5' at any point.
The sewer line is to replace the existing sewer line that leads to the existing pit.
The bed gravel is to be covered with typar fabric material.
Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the Icachfield.
The area over the bed is to be finish graded to prevent ponding of surface water
runoff.
The septic tank and leachfield must not be closer than I00' to any existing private
well, 150' to any Class 'C' well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 5'
BED LENGTH -- 32'
SOIL RATING = 0.8 GPD/ft:
SEPTIC TANK SIZE = 1,000 gallon existing
NOTE: Abandon existing pit to code
GRAVEL DEPTH = 6' below pipe
BED WIDTH = 18'
BEDROOM CAPACITY = 3
Twenty-four (24) hours notice required for all inspections.
EAGLE RIVER
ENGINEERING SERVICES
P. O. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
Jo. Troll Knoll, Lot 14, Blk 2 92-059
SHEET NO. OF
L.B. 06/28/92
SCALE
..-/Z ....... l-. 17; Z i-"T i'; .'.T'-Z 'Z;'LZZ"Z"T.'ZZ-_---LZZ
~4r~om $i"~1~ F~imily D~IIi.I
_I ....... 3 Bedrooms: ....... -~ .-450 GpD
................ 1 .............. 1 ..... 1._1 .............................................................................
..... t--~--~ ........ 1 ---~-4 ._. ~.-.-i .....................................................................
/ I I I I II i
......... · ' "Xb'so~fi~;X;~' R~Ui,~ ~ '-~-
~o/o;S i =/~;~ ~'u~ ~f., ................................
I : ~ ' '
.... ! ............... I* .- ........ ~ ......................... 1 ................. l ................................................
! t ~ [ ~ ~ I ~ i I I I I
--4 ..... ~ Dimcnstons: .-~..I. J i.. 1 ...................... l ..............................................................
'";, ........... I ...... ~ng~ ["--"'"A'-i W 3.2; , .... I~ ........................................................................... ]
1 ..................... i '"'~ '--i .............................. ~"--' ~ ............................... [ .................
..... ~ .... 1 ' ............ [ ........ i ._... '. .... I~ '"'" .......... , ' .......... [ -.4 ................ ]' ......... 1 1 .....................
...................... , ....... ~ ............ ~..* t ~ %,~ ~ - ................................................ ~ ..........
.... ; ........... ! ............... i ' ~? ~9~:.:'.~.~! ........ ' ................ I-1 .............................
........ ~ ............. ~ ................ ~' ';'ff 'P t -..-t. .......... ~ ....................... !--.--I .............
! ~ ; ~ I , t~M~~?~, ! ! I I I
.... ~ ......... : -': "' ~ ................ i "-i ~;["~[~,, ~. ~,, "i 8~i'" 'i .......... I ......... I"-"1 "'";'"'-I ...........................
. , ~ I I ~,~ ~ c~ I...~ , . I I
t-..~ ..................... ~ ....... ~.~% ,, .~ ~, .................... , ...............~ ........................
; ~ ~ ~ ~i~"....i..,:<i.s' ~ I ~ i ~ ,
...... ~ ....... ~ ................... i ........ ~ k :~nn~e~~ I ............. ~ .................. ~ .............................
~_._! .... !_ a_l ........ ~ .!._.~~X~C~-. ~...1 ...i ...................................................... ~__
. ; , I : :
I I I I / I ! i i I ' ! , /
I i
,I , I = I !, ~ I I
.... ~ ......... 1'~1~--] ....... I ........................................................... ~ ..............................
t ......... ~ ........... ~_4_4 ~ .........................................................................
-~-- ~"-',"- 1'----1 ............................... - ..................
...... 1 ........ ..--~ ...... 4 --~ --.-~
~ / ~ I ! I' ! ~ I f i
.... ;.~ ---- i, I..,.. ......... ~ 1' ................ ~ ......
, I
i ; : : ! : i I ~ i I r I I I I ,
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
PERFORMED FOR:
V
~',-,~//
,~',-,o// Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
S
L
Depth lo ware Alter
13 - Montterlng? ~/~
DATE PERFORMED: ~*/,~.1/.~.
SITE PLAN
N
Net Depth to Net
Time Water Drop
20-
COMMENTS
PERCOLATION RAIE 7"~'~ t, --_ /. ~ ~
__ (minutes/inch) PERC HOLE DIAMETER .
TEST RUN BETWEEN /'~ FTAND ~ FT
PERFORMED BY: ~'/(' ~'' ~'' I '/~~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND UUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~'~"',~ ~ ~-
72-008 (Rev. 4/85!
GREt"C.R ANCHORAGE AREA BOF'~JGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
NAME ~t) L
LOCATION
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
L~ ~.~, ot~ MAILING ADDRESS PHONE
LEGAL DESCR,PT,ON I.
SEPTIC TANK.'
DISTANCE
FROM WELL
INSIDE LENGTH
UL~
MANUFACTURER
INSIDE WIDTH
MATERIAL ~"J-'~ NUMBER OF
COMPARTMENTS ~
LIQUID DEPTH LIQUID CAPACITY /O~O GALLONS.
SEEPAGE PIT:
NUMBER OF P,TS I D,AM~rER bV' OR W,DT, Iq'. LENGT, I~',, DEPT, ~ 9'
LINING MATERIAL l(~' CRla SIZE: DIAMETER~ DEPTH . DISTANCE FROM: WELL
TOTAL EFFECTIVE
BUILDING FOUNDATION ~l NEAREST LOT LINE ~1 ABSORPTION AREA (WALL AREA)
ADDITIONAL ABSORPTION
WELL=
TYPE G"~J.U.~"~/ CONSTRUCTION DEPTH
BUILDING NEAREST NEAREST SEPTIC
FOUNDATION -- LOT LINE SEWER LINE TANK
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES=
INSTALLED BY':
PIPE MATERIAL:
LOT SLOPE~
REMARKS:
Form No. LQ-D31
DISTANCE FROM:
SEEPAGE
SYSTEM
M
/
!
/
/
//
~/G.A.A.B.
GREATER ANCHORAGE AREA BOROUGH
SEWAGE DISPOSAL SYSTEM .~ APPLICATION AND PERMIT
"A.EO' A'L'CANT MA,L,. ADDRESS
DRAIN FIELD OTHER
NOT£1 THiS pERMIT IS
FINAl. INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT I"INAL INSPECTION BY THE
DEPARTMENT OF' ENVIRONMENTAL QUALITY AUTHORITY WILL BIr SUBJECT TO PROSECUTION.
~"'OUNOATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL--~
SEPTIC TANK 5EEPAG~ PIT
TYPE:
DIAGRAM OF SY'=TI~M
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
SEPTIC TANK. /~')' SEEPAGE PiT /.(~ DRAIN FIELD
GRAVEl. BACKF]I-~
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GR£ATER ANCHOR~G~E AREA BOROUGH ORDINANCE HO. 2S-6R AND THAT THE ABOVE:
DESCRfSED SYSTEM IS IN ACCORDANCE WITH SAID CODE. /'/ / /) // ]
0 8- E GEOTECHNICAL 8- DEVELOPMENT CO.
Sox 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Soils ~ Foundations
Ear/Ellis
688-2280
Land Development
.SOIL LOG
Performed for: Name:
Mailing Address:
'Legal Description:' ~-.~,~ ~
Depth (feet)
Sotl Characteristics
1
2
3
4
5
6
7
8
9
10
ll
12
Ground Water Encountered: Yes
Proposed Znstallatton: Seepage Pit
Comments:
No / If yes, what depth
/ Drain Field
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES .I r(A/
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL PI ,x~,,,~ -
OF ON-SITE SEWER AND WATER FACILITY
264-4744
05-I - -21 -
Application Date
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (~ddress or directions)
{b) Property Owner'~'l'~-/ ~'~"~--'~ Telephone: Home Business
(c) Lending Institution Telephone
. Mailing Address
(d) Real Estate Com~;yand'Agent
'Address
Telephone
(e) Mail the HAA to the followino address: or: Check hereof hold for pick up.
List contact pemon and day phone number below.
$ & $ ENGINEERING
17034 Eagle River Loep Road Ne. ~n4
Eagle River, Alaska 99577
TYPE OF RESIDENCE
Single-Fa mil3/',~
Number of Bedrooms
WATER SUPPLY
Individual Well I"1' Community D Publivq,,~"
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 r'l Holding Tank []
Note: If corn munity well system, must have written confirmation from the State Department Of Environ mental Conservation
attesting to the legality and status.
Page 1 of 2 ?2-075 cR~v ~',~ F,O~
ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
AS certified by my seal affixed hereto and as of the validati.on 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 clisposaI system is in compliance with all Municipal~ and State codes, ordinances, and regulations in effect on
the date of this inspection.
S & S ENGINEERING
Name of Firm 17034 E,,~le RI'let Loop kO,d
Address E~le River, Alaska 99577
Date
Telephone
6o
DHHS APPROVAL
Approved for .~
-
Approved
Disapproved Conditional
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 C)HHS 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
MUNICIPAU~t' OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
~tJN 1 6 1988
E IV F D
Well Classification
Weft Log Present (Y/N)
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4744
Legal Descriptio '
If A. B. C. D.E.C. Approved~l) y
Date Completed Yield
Depth of Grouting
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
To Nearest Public Sawer
To Nearest Sawer Service Line on Lot
; Date
Total Depth Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot ~ ~- ; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot ~ ~ ; On Adjoining Lots
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments '~,~o'/-~. ~*~. ~ "~1 C)'~/'"'~ ~
13. SEPTIC/HOLDING TANK DATA
Standpipes ~)N)?~ A~.~tight Caps ~N)
Depression over Tank (Y
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from
To Water-Supply Well ~
To Property Line I t~ If.
TO Water Main/~e~lce Line I 0 t Jr-
Comments
Page 1 of 2. ,, ..'..~.,' ~
No. of Compartments
y Foundation Cleanout (Y~[~
/ Date Last Pumped
; for
Temporary Holding Tank Permit (Y/N)
To Building Foundation ' . ,. ; 2
_, -.. ~ ·: ,,,
I
.I
To
Disposal
Field
To Stream. Pond. Lake. or Major Drainage
'~O ~n~,~,,. ' ~'
ABSORPTION FIELD DATA
Soils Rating in Absorption Strata ~ ~'~"'" Type of System Design
Date Installed ~[ ~-,~ - '"7~-' Length of Field i:['~-~1
Width of Field
Square Feet of Absorption Area
Depression over Field (Y~
Results of Last Adequacy Test
Separation Distance from Absorption Field:
L
To Water-Supply Well '~.<~'c::~ ~'
To Building Foundation
Lot
TO Water Main/Service Line ~,.~,
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
Depth of Field
Gravel Bed Thickness
'"*>~ ~ "'")~ Standpipes Present(~N)
Date of ~st Adequacy Test
To Property Line
To Ex st ng or Abandoned System on
; On Adjoining Lots [ CYC)
TO Cutbank (if present)
Size in Gallon~S'"'.---.~
"Pump On" Level at ~
High Water Alarm Level at
Tested for
Electrical ~:~des (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request
Compa~ Ri~e~', Al~.~,a ~$77 MOA No. ~ ~ ~
~ceipt No. ~~
Date of Payment ~ ~
Amount: $
Al certifYsthat& $1 haveENGiNE~Kln~ch _e_c.~ ~,.verified. or conformed to all MOA and HAA guldeh' ' nes in effect on the date of this inspection.
Page 2 of 2
DE~'~T. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE/WESTERN DISTRICT OFFICE
9601 C STREET.. SUITE 1334
ANCHORAGE. ALASKA 99503 "-""
DATE:
PUSID #:
To Whom It ~ay Concern:
Accordtnq to the records on File in this
State oF Alaska Drinking Water
~'$K: sa.
!:'t..:,..: ',.,
STEVE COWPER, GOVERNOi~
563-6'775
-
Requlattons.
SincerelY,
Ronald S. Klein', '
E nvi r onment a 1):~:ie 1'~ o'? f t cer ....