HomeMy WebLinkAboutSKY RANCH ESTATES #2 BLK 2 LT 18
Municipality of Anchorage Page ~ of .'7...
DEPARTMENT OF HEALTH AND HtJMAN 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: ~ ~,/~ ~, 0'~ ~ PID Number: 01~
Name: (~'~A'~-~ ~'¥~[;'='[~ I ~'~-tA(LL'~-~"'~ Wastewater System: [] New (~Jpgrade
Address: 1~-7/O .CH~_T LAN~b t4~-¢ ~:_~ro ABSORPTION FIELD
Phone: INo. of Bedqoms: ~DeepTrench E] Shallow Trench E]Bed rqMound E]Other
LEGAL DESCRIPTION so,, Rating: Total Depth from original grade:
Depth to pipe bottom from original grade: Gravel depth beneath pipe
Township: I R~nge: Section: Fill added above original grade: Gravel length:
O- / Ft. ~,'? F~.
I
Number of lines: I Distsnce between lines:
WELL: [] New [] Upgrade Gravelwidth: ~ Fh ~I ~ Ft.
Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Installer: Date installed:
~. ~ ~ A ~,~--..
Yield: GPM IPump Set at: Ft, [c..,.¢,.,¢*~ov.~,ou.~:~b TANK
SEPARATION DISTANCES ~ Septic ~ Holding
To Septic Absorption Lift Holding 3ublic/Prlvat6 Manufacturer:~ ~a~n gallons:
Material~ ~ Number of Compartments:
Surface
Water 'N ~NI C LIFT STATION
Lot ~ Size in gallons: Manufacturer:
Line ~ I ~
Foundation ~0 ~ / ~ ~ "~um. on" Iovol at: "Pump off" Iowl at: I High water alarm at:
Remarks: BENCH MARK
.ocation and ~1~~
Assumed Elevation:
ENGIN~ER¢S SEA~
Inspections performed by: ~% Dates: 1st~7~///Y ¢~ r,~ L ~~~' ' ~~ :'
2nd ¢~ ~' ' ~ '
Department of Hea~,~ ~,~~es approval ~, '-
Reviewed and approved by: ~ ~' Y ~ ~ Date:/¢ -~2~ ~ "~ "' :' '
72-013 (Rev 9/91 ) MOA 25
, , , ¢ ~ ..~,.,.~.~~.
, k ~ I~ ; ~
,- - - ::::<.:.:<.:'.'.'.k
LOT ~5 ~ X~SWINOTIES: ~
~ ~ X ~ ~ ~ ~ 4-3~fl~NEZlDENCE
~ AC 26 ET
.mT '4 ~ ~ ~ 47.5 ~ ~ DIVESTER VALVE /
/ ~ ~ ~ /~ zt: ~'
/ / ~ Z~T 19
/ / ~
/ /
TOBBEN SPURKLAND P.E.
203 W 15TH, AVENUE
ANCH. AK. 99501
.(907'~ g79-~91~
LOT 18 B£OCK 2 SKY RANCH ESTATES
11720 Stiff'LAND HEIGHTS CIRCLE
CHARLIE CARPENTER
SEPTIC SYSTEM AS BUILT
DATE: SEPL 27, 1996
SHEET: 2/3 GRID: 2737
CO, ~T
Monilor
CO
Slondord Trench: 1996
2' Wide
67' Long
9' Deep
6' Sewer rock
~' Cover
TRENCHES 1975
Monifor
Cover
CO'S
1250 SUNSET PLASTIC TANK
ZD 200
DIVERTER VALVE
IE
SILT BARRIER
86,5
6 fl of Septic Rock
NO SCALE
_IE 94,5
92.7
86.5
1250 6AL
SUNSET PLASTIC SFPII~ TANK
BENCH MA£/C BOTTOM S/D/NO
SW CORNER
ASSUMED ELEV, 100,00
TO]}BEN SPURKLAND PE.
a03 W15th Ave
/~nchoroge Ak 99~L01
t,.277 ,~q fl I
II
11720 SHETLAND MDGHTS CIRCLE' I
SEPTIC SYSTEM, SCHEMATIC
SEPTIC SYSTEM AS BUILT
DATE, SEPL 2~ 1996
SHEET, .~/~ GR[~, 2737
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 (UPGRADE)
PAGE 1 OF 1
~_/ ~d~
PERMIT
PERMIT NUMBER:SW960278
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:CARPENTER CHARLES P & PAULA A
OWNER ADDRESS:il710 SHETLAND HTS CIR
ANCHORAGE, ALASKA 99516
DATE ISSUED: 9/04/96
EXPIRATION DATE: 9/04/97
PARCEL ID:01530242
LEGAL DESCRIPTION:
SKY RANCH ESTATES #2 BLK
2 LT 18
LOT SIZE: 20399 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION 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 (iSAAC72) AND DRINKING WATER REGULATIONS (iSAACS0) .
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 18, BLOCK 2~ SKYRANCH ESTATE
CHARLES CARPENTER
11720 SHETLAND HEIGHTS CIRCLE
Muaicipality of Anchorage
Departmeut of ltealth and Social Services
820 1 Street
Anchorage, Alaska 99501
August 6, 1996
We are submitting all application for all upgrade of the septic system roi' this lot. The submittal consist of three (3)
drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed
improvements of the lot, of which only the septic system are subject to this permit application, (sheet 2/3), and a
schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed.
The septic system design is based on the following:
No Ground Water or Impervious Layer to 15 fl.
Use Standard Trench
Soil Rating. Fronl Testhole July 31, 1996
4 min/ia = 1.2 gal per sq.fl/day
Use 0.8 gal per sq ft.
No. of Bedrooms 4
Required Area per Bedroom: 150/.8 - 187.5 sq.ft..
Total area required: 4 x 187.5 = 750 sq ft.
Outlet Existing Tank 4 feet below ground
Ground at testhole 2 feel lower than grouud at tank
Testhole depth 15 feet
Bottom Rock At 9 feet
Top Rock At 3 feet
Rock Depth 6 feet
Total Trench Length 750 / 12 = 62.5 ft.
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTH 62.5 FT
TOTAL WIDTH 2 FT
TOTAL DEPTH 9 FT
ROCK DEPTH 6 FT
COVER 3 Fl'
CHECK INTEGRITY OF EXISTING SUNSET SEPTIC TANK
The installation of this septic system will not prevent wells from be installed on the adjacent lots.
There are no developed or natural surface / sub surface draiuage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or conceutration of surface
runoffwill not result from this installation.
N
50 100 150 ZOO
$£ALE; 1" : lO0 FT,
300
L[TT 16
Lief I7
?E --
LOT £1
L. ZTT i9
LOT ~0
NOTE; SUBDIVISION IS SERVED BY COW~tUNITY tVATER SYSTEM
EXISTINC IMPROVEMENTS
TOBBEN SPURKLAND P.E.
203 W 15TH, AVENUE
ANCH, AK. 99501
J907'~ 279-3916
[ LOT 18 BLOCK 2 SI~ RANCII ESTATES
11720 SliETLAND HEIGH[S CIRCLE
CHARLIE CARPENTER
SEPTIC SYSTEM DESIGN
DATE: AUG, 6, 1996
SHEET: I/$ GRID: 2757
PI?OPO eED IMPi?O VEMENT
TOBBEN SPURKLAND P.E.
205 W 15TH. AVENUE
ANCH, AK, 99501
LOT 18 BLOCK 2 SIC~ RANCH i~STATES
11720 SHEI'LAND HEIGHI'S CIRCLE
CHARLIE CANPEfl?E£
SEPTIC SYSTEM DESIGN
DATE: AUG. 6, 1996
SHEET: 2/3' GRID: 2737
EXISTING DRA1NFIEZBS
EULL RUN
DIVERTER VALVE CO
TO TANK
EXISTING
1850 SUNSET PLASTIC TANK
CHECK INTEGRITY
UPGRADE [REMCH
STandard Trench:
2' Wide
62.5' Long
9' Deep
6' Sewer rock
5' Cover
14onifor 0
CO
Monitor
Cover
BULL RUN
DIVERTER VALVE
Exi5L 5r'ound
Mirofi 140
6 fl of Septic Rock --
?
NO SCALE
£'XISTING 1250 6AL
SUNSET PLASTIC SFPTIC TANK
BENCH NAf21C
ASSUME/) EI_E~A I0000
TI]gBEN SPU~KLAND P.E.
?_03 \,/15%h ave
J anchor-c~ge ^~< 9950l
[?77-~?lfl
LO2' 18, BLOCI( 2 $IfYRANCH ESTATE
11720 SHE[LAND HEIGHTS CIRCLE
PROPOSED SEPtiC SYSTEM, SCHEMAtiC
SEPTIC SYS[EM DESIGN
DATE: AUG, 6, 1996
SHEET, ,~'/.~ GRID, 2737
Municipality of Anchorage
DEPARTMENT OF HEAL-TH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:.
~EGAL DESDmPT~ON:,
, (,E~GIN EER'~ ~SE~L}
~ k~ ~.~t.~ Township, Range, ~.uction:
~:' ~L~;~' (~ SLOPE SITE PLAN
1
2
3
4
5
6-
7-
8
10
11
1'2
13
14
16 u-.-t OF
16
17
18
19
COMMENTS
WAS GROUND WATER
ENCDUNTEREO~ ~ 0
IF YES, AT WHAT
DEPTH?
Reading Date Gross Not Depth to Net
}= J t,/~ Time Time Water Drop
, q°
I ~; o ~ IO ~ Vg ~ ~/~
PERCOLATION RATE . '~ (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 MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
GRE
· 'ER ANCHORAGE AREA BOF "UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
MAILING ADDRESS /~/2~g. /y ~ //',-?. ¢:' PHONE_
LEGAL DESCR IPTIO%~*'/
SEPTIC TANK:
DISTANCE ,
FROM W E g L '~,~/~ ¢///~
INSIDE LENGTH
MANUFACTURER ./,/.~ ] J MATERIAL, COMPARTMENTS /
_INSIDE WIDTH __LIQUID DEPTH LIQUID CAPACITY f,,~-~ - GALLONS.
SEEPAGE PIT:
NUMBER OF PITS --.
LINING MATERIAL
BUILDING FOUNDATION
ADDITIONAL ABSORPTION
CRIB SIZE: DIAMETER ~EPTH -- DISTANCE FROM: WELL
.~..il . TOTAL EFFECTIVE ...
NEAREST LOT LINE ,--~ '?'-. ABSORPTION AREA (WALL AREA) ,/),~
SQ. FT.
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED
CONSTRUCTION DEPTH DISTANCE FROM:
NEAREST NEAREST SEPTIC SEEPAGE
LOT LINE SEWER LINE TANK SYSTEM
OTHER SOURCES
DISAPPROVED REMARKS
DISTANCES;
INSTAL_LED BY: _ , /~' /~
PIPE MATERIAL: ~,.~
LOT SLOPE:
RFMARKS:
Form NO, EQ-031
DIAGRAM OF SYSTEM
GRE;ATER ANCHORAGE": AREA BOROUGH. ~~.~ _
DEPARTMENT OF' ENVIRONMENTAL QUALITY
SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT/~'-~ ~"~
MINIMUM DISTANCES, REQUIREMENTE
FOUNDATION TO SEEPAGE PIT ~ DRAIN FIELD
SEPT[C: TANK TO SEEPAGE PIT WALL ~
SEPTIC TANK SEEPAGE PIT , DRAIN FIELD
TO NEAREST LOT LINE.
WATER MAIN TO SEPTIC TANK L0 SEEPAGE PIT (0
GRAVEL BACKFILL ~
[ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28.6~3 AND THAT THE AE~OVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAiD CODE.
:CONSU LTAN'DS~ INC.
September 9, 1975
R & M No. 562113
Baltid Builders
Po Os Box 4~1136
Anchorage, Alaska
RE: Test Hole and Soil Log report for Sanitary System
Lot 18, Block 2~ Sky Ranch Estates No. 2
Dear Mr. Baltic:
We are submitting herewith the test boring results and our co:resents regard
lng soil cond{tiens encountered at the subject site. This investigation
was performed in accordance with your rcqaest of September 5, 1975, and
those procedures outlkined in a letter (~ated July 15, 1.975, by Mrs Roll
Strickland of th~,~ Greater Anchorage Area Borough Department of En'vlronmen~al
Qaa%ity ~
A sing~.e ~test: hole was put down within the Lot 18 area for the purpose of
defining general subsurface soil conditions for the proposed sanitary sys--
tern, Excavation was accomplished with an auger type drilling rlg and the
test hole was extended to a total depth of 20.0 feet below ground surface°
The final 10g prepared for the test hole has been included in Drawing A-~Olo
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should
yon have any questions with regard to the above, please do not hesitate to
contg, ct c:s,
Very truly yours,
R & M CONSULTANTS, INCo
Jame~ W. Rooney
Vice President
JWRf~D/Ja
xc: GAAB
ORGANi(;,~
SILT 'J,'.RACI~ SAND
(;,IUIV!']Bf2,.' f3AND TRACE SILT
(,~!)
-0o0'
-'1.0'
2.0'
SAND w/SOME GRAVEL
S(l ,~ ,f t/l)edroom)
-[%0'
ST_LTY SANDS w/2NACE GRAVEL
(S~O
WALLR ..ABL
...... 20.0~ T.D.
- eul: hu .t~. 1;o: :[I.fl~ Ji],oek.'2~ l;ky Rmmh 1,;nj:arch No. 2
id .'
BALT]C BUILDERS
Log of Test Hole
Anchorage~ Alaska
-~ DAT~'REC
INSPECTION APPOINTMENTS
TIME TIME TIME
-
DATE DATE DATE
INSPECTOR INSPECTOR INSPECTOI~
MUNICIPALITY OF ANCHORAGE MUNICIPALI~ OF ANCHORAGE
.... E-T,-~EPT. OF HEARTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL ~mu/ ~N~ONMENTAL P~OTECTION
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAL SANITATION DIVISION ~,,~,~y ~ 1981
Telephone 264.4720
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE~,~I~
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
~AI LING ADDRESS
~OPERTY RESID~'( f different from a~o~) ' ~ PHONE
~ BUYER~ ~~ PHONE
MAI LI~ ADDRESS ~ '
~ LENDING INSTITUTION PHONE
ADDRESS '
~ R~ALT~/~G~NT PHONE
LEGAL DESCRIPTION
-~R E~T 'LOCATI ON
TY~E OF RESIDENCE ~ SINGLE FAMILY
[] MULTIPLE FAMILY
7, WATER SUPPLY [] INDIVIDUAL*
'~ COMMUNITY
[] PUBLIC UTILITY
-'- NUMBEROF~BEDROOMS
[] One e~ Four
[] Two [] Five
~[ Three ~] Six
E~ Other
* ATTACH WELL LOG. A wel lO§ is required for a wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach og if'available.)
S, SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE** /~/~,~' YEAR ON-SITE SYSTEM WAS INSTALLED.
[] PUBLIC UTI LITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED,
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
[] SINGLE FAMILY
[] MULTIPLE FAMILY
2. WATER SUPPLY
[] INDIVIDUAL
[] COMMUNITY
[] PUBLIC UTILITY
Connection Verified
3. SEWAGE DISPOSAL SYSTEM
E31NDIVIDUAL/ON -SITE
E3PUBLIC UTI LITY
Connection Verified
[~]Septic Tank or [~] Holding Tank
Size: ( ~'-~ If Tank is homemade
give dimensions:
TYPE OF TANK
TOTAL ABSORPTION AREA
4. DISTANCES
WELL TO:
NUMBER OF BEDROOMS
[] ONE [] THREE [] FIVE
[] TWO [] FOUR [] SiX
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
PERMIT NUMBER
DATE INSTALLED
INSTALLER
SOl LS RATING
MANUFACTURER
MATERIAL
Septic/Holding Tank Absorption Area
Sewer Line
[] OTHER
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
DATE
.4
[~-~'PPRoV ED FOR ~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate}
[] DISAPPROVED
72-010 (Rev. 6/79)
ALASKA e[1UlROnme[1TAL CONTROL SeRUlCe$, Inc.
~ngineerin~ & ~nuironm~ntal $1udies
MUNiCiPAi._[Ty OF AN~r~ORAG~
D[PT. OF H~A~H &
[NV~RONMENTA~ p~O [~CT~ON
1981
RECEIVED
MAY 13 1981
ALASKA STATEBANK/JANET OR DONNA
310 E NORTHERN LIGHq?S
ANCHORAGE AK 99503
SELLER - CHARLES ROBERGE
SUBDIVISION-SKY RANCH ESTATES BLOCK-2 LOT-18
THE TYPE OF ABSORPTION SYSTEM IS A DRAINFIELD WITH AN AREA OF 730 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY.
THE SOILS RATING OF THE SYSTEM AT CONSTRUCTION WAS ].75 AND NOW
IS 183 SQFT/ BEDROOM.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
4 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON 5-13-81
~220 LUes1251}~ Aucnu¢ · Anchere§¢, Alaska 99503 · (907) 276-1361