HomeMy WebLinkAboutGLACIER VIEW HEIGHTS #4 BLK 1 LT 3Onsite File
0 is
C71ac-ier View
A011
0 a'
Heigh,T's
#4
Engineer re6ftorted STEP apeared leaking
F F
Municipality of Anchorage Page / 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: ....%'/-/ ¢~:2~.~ PID Number: O~2-
Name:
//,~/_zcv~//~ Wastewater System: ,,~'New [] Upgrade
Address:
/$~/'/ ~,*/~/,,/ ¢~z., ~-/2, ??.¢?'7 ABSORPTION FIELD
Phone: No. ct Bedrooms:
(¢¢¢¢ ~/¢~, /d.d~'/_~ /Cz. C Deep Trench ~ii~'ShallowTrench OBed E]Mound [3Other
LEGAL DESCRIPTION sci, Rating: Total Depth trom original grade:
~' '~ GPO/Sq. Ft. /¢///';? '~/ ~..
Lot,~ Block: Subdivision: Depth to pipe bottom Irom original grade: Gravel depth beneath pipe
I Section: Fill added above original grade: Gravel length:
Tow.e,ip: /,//,/ Range: 1/"¢ 14 - /' Ft. ?.5 Ft.
Number of lines: Distance belwean
WELL: I~'New [] Upgrade Gravel depth: ~,,~//~?"~ .~' FI / ~ Ft.
Classification (Private, A.8,C): Total Depth: ~ Total absorption area: Pipe material:
Driller: /-D~Drilled: Stahe Water Level: Installer:
Date Installed:
Yield: ~ r Pump Set at: Casing Height Above Ground:
/ GPM I "t. Ft.'TANK
SEPARATION DISTANCES ~¢Se¢~o C ~o~.~ ~ S.T.a~.
TO Septic Absorption Lift Holding PC/Private Manufacturer: Capacity in gallons:
Well ,/~¢' ¢/ ~F ~ ~/~ ~//~ Materi~l~-~ Number of Compa~ents:~
Surface ,
W.t~r ¢/~¢ -- I > ~/~ LIFT STATION
Lot Size in gallons: Manufacturer:
Gurtain~rain ~/~ ~ ~u~~trical Ins~oclions por~orme¢
Remarks: BENCH MARK
Locstion and Description:
Assumed Elevation:
ENGI~EE~.S
Inspections performed by: ~¢~ ¢ Dates: 1st /,//~/F¢ ~ ;~ ~ ~ ,
Department of Health and Human Services approval '~ '-~ ........
Reviewed and approved by: , Date: ~ - 2 ~-- ¢~
(1/9~)MOA25
Permit No. SW950345 Page 2 of
MunicJpo!i[y of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
iLO. Box 196650 ·Anchoragc, Alaska 99519 6650 · Telephone: .343 4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: GLACIER VIEW HTS #4 LOT 3 BLK 1
PID No.: 050-491-51
SWING lIES
A C = 165.9
B C = 167.1
A D = 200.8
B D = 18!.0
E C = .%2.9
F C = 72.7
F D = 85.5
DRIVE
ELEVATIBNS
(NBT rD SCALE)
\
X
X
LOI 4
~. ,'LLL
SCALE ;1' = 60'
· MONITOR lUBE'
o SEWER CLEANOUi
WELL
LEACHFIELD
EASEMENr
3/7/96
ENGINEER'S SEAL
o~:..x ~.~
~'x.. ........ ..~
:~..' 49~H~ '..'S~{
.... ;: :.:.~. ~ ......... : .... ~
; ?.:
McKay Well Drilling
P.O. Box 878148
Wasilla, Alaska 99687-7704
Phone 376-5058
Well Owner ~ I
Well Location ,~/'"~'-
Size C~ing [ (/
Static Water Level,
Data of Completion
. Depth of Hole
feet Well Test~
Gal par Minute for., ~/'"~ _ Hour~
WELL LOG
AUTHORIZATION TO DRILL
I hereby authorize McKay Drilling to proceed with the above work. Payment shall be made in
the following manner:
Rig up Minimum
Balance, due upon completion.
feet. @ per foot
In the event it is necessary to insitute legal proceedings to collect any amounts due on this con-
tract, I agree to pay an additional sum of fifteen percent (15%) of the original contract price.
Plus attorney's fees, and cost for legal proceedings.
Name ,
Date Addn~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
PoO. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950345
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:HORNER GREG J & SHAWN L
OWNER ADDRESS:18244 GAVIN GR.
EAGLE RIVER, AK 99577
PARCEL ID:05049151
PAGE 1 OF
DATE ISSUED:10/17/95
EXPIRATION DATE:10/17/96
LEGAL DESCRIPTION:
GLACIER VIEW HEIGHTS #4 BLK
1 LT 3
LOT SIZE: 51412 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL 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 (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:
DATE:
Louis Butera, P.E.
Registered Civil Engineer
October 11, 1995
Jim Cross, P.E.
Manager, On.-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re~
Glacier View Heights//4 Lot 3, Block 1
Narrative & Permit Application
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be affected and is not a major consideration in our design.
The primary field may be moved to the area of TH2 if the owner decides to move the house to
the area of TH2. This should not present a problem, as either test hole can support the system
design and all designs are similar.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\G:\WPDOCS\1995\95-099A.NAR
P.O. Box 773294 · Ea~le River, Alaska 99577
LEGAL:
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
Glacier View Heights//4 Lot 3, Block 1
10/11/95
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
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 in the field by the
contractor to meet Municipality of Anchorage 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.
9. Any remaining open test hole excavations shall De filled.
1. The trench is to follow the natural land contour to maintain uniform total depth of
the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 7' at any point.
4. The sewer line shall be laid level within 0.03'.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 3' or
equivalent is to be placed over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface water
runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
t~ECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTtt = 7' GRAVEL DEPTH = 4'under pipe,aover pipe
TRENCH LENGTH = 75' TRENCH WIDTH = 5'
SOIL RATING = 0.8 GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK = 1,250 gallons
Twenty-four (24) honrs notice required for all inspections.
G:\WPDOCS\ 1995\95-099A.SPC
I
~ I ~ ' '~ I / ~ ', \' ~ ~
~ ~WELL ~ -- TEST FIOLE
00' · - MONITOR TUBE
o - SEWER CLEANOUT
~ ~ - WELL
~ ~ ~C E yE~~ -- PROPOSED LEAOHFIELD
~ DRAINS ~- EXISTING LEACHFIELD
EASEMENT
WELL/STP f ~C S~ FE PLAN
LEGAL: GLACIER VIEW HTS ~4 LOT 3, BLK 1
fLUENT: P~CKENS ,, ,
Jom~ 95-099AI DATE: 10/11/95~ SCALE,1. = 60 ~'~ ]ew~...~'-.*.'~
~ P.O. Bo~ 773284
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 95-099
Calculated By: LB
Date: 10/5/95
Legal: GLACIER VIEW HTS #4 LOT 3 BKL 1
Single Family 4 Bedroom Dwelling
TEST HOLE 1
RESERVE AREA
Shallow Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 600 gallons
Percolation rate = 4.7
Wastewater application rate = 0.8
Required absorption area'= 750
Trench width ON) = 5
Gravel depth (D) = 4
minutes per inch
gallons per day per square foot
square feet (,'~.~O,~TC. ~,~ ~,.~
feet
feet
Required length = Shallow trench factor* Required absorption area/W
Shallow trench factor = ON + 2) / ON + 1 +2 D)
Shallow trench factor = 0.50
Total Excavation Depth = 7.0 feet
Required length = 75 feet
SINGLE FAMILY ON-SITE WORKSHEET
ERRS PROJECT NUMBER: 95.099 CALCULATED BY:
LEGAL DESCRIPTION: GLACIER VIEW HTS #4 LOT 3 BKL 1
LB
NUMBER OF BEDROOMS: 4
WATER USE PER BEDROOM: 150 GALLONS
PERCOLATION RATE: 4.7 MINUTES PER INCH
DEPTH TO GROUNDWATER: 13 FEET
DEPTH TO IMPERMEABLE LAYER: 13 FEET USABLE SOIL STRATA
ANTICIPATED DEPTH OF COVER: 3 FEET TOTAL USABLE DEPTH: 7
MOUND OR BED SYSTEM USABLE SOIL STRATA DEPTH: 4
WASTEWATER APPLICATION RATE: 0.8 GAL/SQ.FT
ABSORPTION AREA REQUIREMENT: 750 SQ.FT
MINIMUM BED LENGTH
12 FEET WIDE BED 63 FEET
15 FEET WIDE BED 50 FEET
TRENCH SYSTEM
WASTEWATER APPLICATION RATE: 0.8 GAL/SQ.FT
ABSORPTION AREA REQUIREMENT: 750 SQ.FT
SHALLOW TRENCH OPTIONS DEEP TRENCH OPTIONS
5 FEET WIDE TRENCH 3 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT) DEPTH (Fl') LENGTH (FT)
1 131 4 94
2 105 4.5 NA
2.5 95 5 NA
3 88 5.5 NA
3.5 81 6 NA
4 75 7 NA
8 NA
9 NA
DESIGN SPECIFICS
FIELD SYSTEM: S
GRAVEL DEPTH: 4 FEET
TRENCH OR BED WIDTH: 5 FEET
LENGTH: 75 FEET
TOTAL
EXCAVATION
DEPTH: 7.0 FEET
(B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH)
PERFORMED FOR:
LEGAL DESCRIPTION:
77/;_.
1
2
3
4
5
6
7
9
10
11
12
13
14
15
16
17
18
19.
2O
COMMENTS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
SLOPE
DATE PERFORMED:
Township, Range, Section:
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Oeplh Io Waler Alter /
Monitoring? '~""'.~ /'-~
Reading Date
L~ ,,
Gross Net Depth to Net
Time Time ~ Wa~er Drop
PERCOLATION RATE ~' ¢
-- (minute.s/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ,. ~' FT
PERFORMED BY:
ACCORDANCE WITH Al I .~TATI=
CERTIFY THAT THIS TEST WAS PERFORMED IN
Mtmlclpallty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Aqchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: '
LEGAL DESCRIPTION;
DATE PERFORMED:
Township, Range, Section: -/'/V.¢ /~/ ~ ~'~ /o~
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16-
17
18
19
2O
COMMENTS
WASGROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
I]el~lh lo Wller After
~'~r~ ~' ~7'.z/ Monftering? , 0~
SLOPE SiTE PLAN
Reading Date
',
"
,,
PERCOLATION RATE ..~!..
TEST RUN BETWEEN
Time
~,. 'z ,-? I o ~, ~
?; z'~
% ~ /,~,,,,.,
~,'7~'
~,"1¢ lO.,,.',.,
Net
Drop
· (minutes/inch) PERC HOLE DIAMETER ~'/'".
, FT AND __.~' FT
PERFORMED BY: /~;~d~' ~: J' I .~..(¢' ,~,.z;, .~z~'-- CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE r~ATF: /":~ ~' ~' - ~,~''
li-07-1995 02:34PM FROM E.R. Engineerin9 Sucs.
TO
3434706 P.O1
RECEIVED
NOV 7 199[;
D M.ur)!cipality ol ,~nch~rage
ept. Health & Human Ser,½ices
TOTAL P.01
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
050-491-51 HAA # _ ~ ~",~C-\~
GENERAL INFORMATION
Complete legal description
Glacier View Heights
Lot 3, Bloc]<
Location (site address or directions)
NHN Eagle Glacie~~ Loop_~ Eagle River
Property owner Spinnel Itomes __ Day phone
Mailing address 9210 Van Guard Drive, tl102, Anchorage, AK 99507
Lending agency Premier Mortgage / Cathy gogan Day phone
Mailing address_3oO0_~_ Street,~A~;g~, Anchorage, AK--g-gEjO3
Agent N/A Day phone
Address
694-5195 msg
694-5195 m~g
Unless otherwise requested, HAA will be held for' pickup.
NUMBER OF BEDROOMS: 4
TYPE OF WATER SUPPLY:
individual well
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Fronl MOA #21
STATEMENT OF INSPECTION BY ENGINEER -
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 application shows that the on-site water suppl,/
and/orwastewaterdisposal 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 Eagle River Engineering Services
Address P,O, Box 773294, Eaqle River, Ak
Engineer's signature ~~~
Phone
99577
694-5195
Date '-/-/.~- ~
DHHS SF 4TURE
/~ A oved for
Disapproved.
Conditional approval for
oms.
bedrooms, with the following stipulations:
Additional Comments
Date ~::~.~ _/c/-¢6/
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.
72-O25 (Rev. 1/91) Bock MOA It21
96-05-13 10:55 RCVD
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825"L" Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Legal Description:
A. WELL DATA
Health Authority Approval Checklist
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed
Cased to /z/0
Well type
Log present (Y/N) _
Total depth
Sanitary seal (Y/N)
FROM WELL LOG
g.p.m.
Date of test
Static water level
Well production
WATER SAMPLE RESI)-LT$:
Coliform ~-~'
Date of sample:
Casing height (above ground)
Wires properly protected (Y/N) ~fl,5%
AT INSPECTi~//
,/ g.p.m.
0 1/¢1 u
Nitrate d?, 1147 &/b- Other bacteria
/~O~l~- Collected by: ~ 5J
B. SEPTIC/HOL-:lltNG TANK DATA
Date installed ll/(~ 5~ Tanksize /7~P
Foundation cleanout (y/lq) /VcC'q Depression (Y/N)
Date of Pumping _~//] '- ,,/t/'£/d Pumper
C. ABSORPTION FIELD DATA
Date installed t t /
!
Length ~7 c~ Width
Number of Compartments Z Cleanouts (Y/N) //5~'
High water alarm (Y/N) -~
Soil rating (g.p.d./fl2 ov~13/bdrm) t57, ~' System type
~ / Gravel ttfickness below pipe 'J/ /
Total depth
Immediately after gal. water added (in.):
Absorpuo~6h~ate--=~
If yes, give date
g.p.d.
Fluid dep~tt ~irabsorptionJ_~e~ld before test (in.);
Fluid depth __ (ins.) Minutes later:
Peroxide treatment (past 12 months) (Y/N)
Effective absorption area '?~ ¢ L'~ Monitoring Tube present(Y/N) }/.tf5'; Depression over field (Y/N) /x/CO
Date of adequacy test /(///} "- ,,A/~kd Results (Pass/Fail) fi)/~} ,~ ~ For J/- bedrooms
LIFT STATION
~ted--~--~__ Size in gallons
Manhole/Access (Y/N)
High water alarm level at*
*Datum
Cycles tested
"Pump ofF' level at*
E. SEPARATION DISTANCES
SEPARATION DISTANCES I?~OM WELL ON LOT TO:
Septic/hot4mg tank on lot ¢/,~ 0 J
/
Absorption field on lot 4'/~ 5~
Public sewer main /~////
~&wver/septic service line £/0 (Y
; On adjacent lots
; On adjacent lots
!
//~) 0
Public sewer manhole/clem~out
Lift station
1,4
SEPARATION DISTANCES FROM SEPTIC/ltOL-.t~G TANK ON LOT TO:
Building foundation ..~ O ~ Property line 5/0 / Absorption field
Water mairdservice line ¢ It D Surface water/drainage //t)t9 / Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation
Surface water
Curtain drain £?1
F. ENGINEER'S CERTIFICATION
Property Line ~-~'C") ' Water main/service line '/~'¢D /
Driveway, parking/vetficle storage area '~L")
Wells on adjacent lots J/~Pt9
HAA Fee $
I certify that I have determined thrufield inspections and review of Municipal records~ ~hatffhe ({b~{,g~wstems are
in conformance with MOA I~ guidelines in effect on this date.
.
Engineer s Name ~.O~/S ~t?f~'?~ /)~
W~ver Fee $
Date of Payment
Receipt Number
Date of Payment __
Receipt Number
Rev. 8/95 OSS: haa.wk.doc