HomeMy WebLinkAboutSTUCKAGAIN HEIGHTS #1 BLK 1 LT 4'0
tuckagain
Heights #1
Block 1
Lot 4
#041-021-32
Municipality of Anchora e
�S.l l"H �
Development Services Department •�
\\\ Building Safety Division
�- - Onsite Water and Wastewater Program, 4700 S. Bragaw Sl.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 8
www.d.onchorage.ak.us (907)347-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SW060123 PID Number. 041-021-32
H•". Delmar Shaefers Wastewater System: ®New ❑Upgrade
Add"aa 9661 Basher Drive ABSORPTION FIELD
PIW" 338-3428 Nu" ON 00*""" 6 MD..pTwh Osn.npw7.,e o6.d OMand 0om..
SW Na" Taal Depth from Or" ate.
LEGAL DESCRIPTION 1.2 p 11.4
Depth b pyo baton framl onow Ab'i •Guwt 00,11 lw"am pip.'
akxk 1 Lot 4 Stuckag in Heights N 3.6 Fm' 7.8
Fa.dded abph ampmW ,"
WSW GLamgdm:
T" T"rc 12N R2W Sec 6 Ft_ 57.2
Gnwi Wm: NunbM mx auras: Dmarmu O.twum'
Well: ® New ❑ Upgrade4 Ft. 1 NI
A
DluuM1cauon (PmM., A B. CY TaY Depot caa.d m T" per°" r" Pp MaunY
Private 118 Ft. 116 Ft 8 2 c' ASTM D3034
Drax
D.ta Dmpad' SubsWaterLM h.MC.t DM. kwtebad
Heft Drillin I c 6 15 06 83 Ft Groenewea Constru t. 9/28/06
T"u. Pun, SM M: en" Y1wpN lmpr. Gmuna TANK
5 0 GPM 108 Ft. 2 Ft
SEPARATION DISTANCES to Septic ❑ Holding ❑ S.T.E.P. ❑ other
Naalx9fK
Lapaay
To Septic Absorption Lift Holding PSewer Line 2000 Gm
From Tank Field Station Tank sewer Line Greer Tank Huacamw+"m.
Mra"
w.n 114' 130' N/A N/A N/A Steel
Souuwata>100' 100' N/A N/A LIFT STATION
,a.. MaMamamrK
Lot ln. 62' 39' N/A N/A Dat
•pumpm M.r at ..IM HWm wema Yamm.t
Fandaton 35' 25' N/A N/A M
Gury Mak. EucbrJt Map.cbana paAamw W
c~NM N/A N/A N/A N/A
Remark. BENCH MARK
Ft
TBMN�2 IS finish floor of basement
Aa.unad Fi"aan.
'•-;.IJ.I; slab. See Sheet 4. g2.60 FL
7' Of A�'4 r tl
1 :
Inspections performed by: Dee High Dates: 1" 9/28/06 .0•••• . ,
2n°9/28/06 DEE l:. H "Y
`-
Development Services Department Approvalfs� CE -560 • , �\
Reviewed and approved by: Date: Z �� Ilk #
tar taobl
-23-67
Permit No.
Page 2 of 8
W.Q. 06745
Municipality of Anchorage
Department of Health and Human Services Date 11/7/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage. AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4 BLOCK 1 STUCKAGAIN HEIGHTS X11 PID No. 041-021-32
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 6
2. TRENCH SYSTEM
3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
_ (6)(150)
— 750
SF
(REQUIRED)
1,2+
= 892
SF
(ACTUAL)
4. TRENCH LENGTH= ABSORPTION AREA
(2 X DEPTH OF GRAVEL)
DEPTH OF GRAVEL = 7.8'
LENGTH OF TRENCH = 57.2'
RECORD DRAWING i
PERCOLATION RATE PIT & TRENCH MOUND & BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
GPD/SF
0-1
NOT SUITABLE
1-5
1.2
6-15
0.8
16-30
0.6
31-60
0.45
GREATER THAN 60
NOT SUITABLE
FILTER LAYER
1.0
GPD/SF
NOT SUITABLE
0.8
0.5
0.4
0.3
NOT SUITABLE
.7
Permit No. Page 3 of 8
W.O. 06745
Municipality of Anchorage
Department of Health and Human Services Date — 7 06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description:
I
E4
z
0
a
:9
LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS. ADDN. #1 PID No. 041-021-32
ORD DRAWING
jWEL x. R
N I • � � / — NE p� pINT��
\\ APPROX.
WELL
LOT 5
_L
I NEW WELL,
LOT 4
LOT 3 C\
/ APPROX.
WELL • I
I I
\
LOT 2
200' MAP
SCALE: 1"-1001
I /
I /
NEW
.01
1
\
• WELLOx. , LOT 6
I
AREA LOT 7 — —
/ I WELL°�\
I AP
WELL°X.•
LOT 8 1
��, OF At
/
E N N4 DE IC
%% CE 58 7
nerc \\����
rO
AV
Permit No.
Page 4 of 8
W.O.06745
Municipality of Anchorage
Department of Health and Human Services Date 11/7/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4 BLOCK 1, STUCKAGAIN HEIGHTS ADDN. #1 PID No. 041-021-32
SHOULDER
OF ROAD-
ry0 CV ry
b �h
try
LOT 4
LOT 3
5 LEGEND
• FOUND CORNERS
\`
.� (M) MEASURED
/ R-50.00 — CENTERLINE OF R.O.W.
1( L-27'51 LOT 5
i NOTES,
1. TOPOGRAPHIC SURVEY COMPLETED BY
/ y DHI CONSULTING ENGINEERS. ON 7/25/03.
2. TEMPORARY BENCH MARK 11 (TBM) IS TOP
OF 5/8- REBAR AT MOST NORTHLY
/ a CORNER OF LOT 4.
ELEo TBM 02 TO (ASSUMED) / d (BA �2 TOP CONCRETE SLAB (BASEMENT), ELEV.-92.60
\ 3. BOUNDARY INFORMATION SHOWN PER
R5CORDED PIAT N0. 79-249.
O`
LOT 6
o
)11 RECORD DRAPING
FUTURE AREA
SEPTIC SYSTEM
30' TEST HOLE
RADIUS (TYP.)-
SEPTIC SITE PLAN
SCALE: 1"=60'
T T S AN EESHEET 4
LOT 7
P� CFAtgs
`,OENNI� OEE/F�F{'
0%
CE 58 .' ��
m
•�fP�•000.0...••,
4 �`� Profess:
DATE , 11 Th...•'� �'b-d
Permit No. Page 5 of 8
W.O. 06745
Municipality of Anchorage
Department of Health and Human Services Date 11 7 O6
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 198650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description:
LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS ADDN. #1 PID No. 041-021-32
BJee (3 e4 k\
3
LOT 3
SEE SHEET 3
FOR TSM INFORMATION
SWING
11"
A 1
8 1
DESCRIPTION
1
17.7
58.1
FOUNDATION CLEANOUT
2
39.1
75.4
TANK
3
39.2
88.6
TANK
4
40.0
92.7
OPPOSING CLEANOUT
5
40.4
94.4
OPPOSING CLEANOUT
6
24.9
99.8
CLEANOUT
7
23.8
98.2
MONITORING TUBE
8
72.5
123.5
CLEANOUT
V ]INV
\%11
�
1 57.2 LI
SEE SH
,.,Im"..
RE ORD DRAWIN
FUTURE AREA FOR/ l`\ OFA( �%�
SEPTIC SYSTEM //
DETAIL -SEPTIC SITE PLAN
SCALE: 1"=20'
;DENNIS EE i
�V.0 • •.. CE 580
••.....
nATc
t�� f �:� N r.•d
Permit No.
Page 6 of 8
W.O.06745
Municipality of Anchorage
Department of Health and Human Services Date 11/7/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS ADDN. X11 PID No. 041-021-32
• f'�J;. REDDISH SILTY SAND
2
3 .r.,.......
GRAY CLEAN SAND
4 .r
6
7
8
10 s . GRAY SANDY GRAVEL
.,' ROUNDED ROCK 3'-5*
11 OCCA. BOULDER
s
12
13
14 •'e' .:
15 0
16
17
18 ' a •' B.O.H.
TRENCH SECTI
e
ri
GROUND
BACKFILL—SEE
NOTES 13, 15 & 16
4' PERFORATED PIPE
SEE NOTE 11
ROCK PER
SPECIFICATIONS
M RECORD DRAWING
LEVEL
TO BEDROCK OR
IMPERMEABLE LAYER
Permit No. DHI CONSULTING ENGINEERS Page of 8
W.O. 06745
Legal Description: LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS ADDN. #1 067456
Date
NOTES:
1. ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS
OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS. DRAINAGE, UTILITIES AND PARKS
(MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS.
2. AS BUILT SURVEY CONDUCTED BY DHI ON 7/25/03. EXISTING STRUCTURES, WELLS, SEPTIC
SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS.
3. ALL PIPE WAS PVC CONFORMING TO ASTM D3034. ALL JOINTS WAS SEALED WITH APPROVED GLUE.
CLEANOUTS WHERE INSTALLED AT THE END(S) OF THE TRENCH(S). 4- MONITORING TUBE(S) WAS
INSTALLED AT THE END OF EACH TRENCH, WHERE SHOWN ON PLANS.
4. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF
INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL
COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2' THICK POLYSTYRENE, DOW HI -35
OR ENGINEER -APPROVED EQUAL CENTER BOARD WIDTH OVER PIPE.
5. AN APPROVED GEOTEXTILE FABRIC WAS INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL
6. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
7, FILL MATERIAL AND TOPSOIL WAS SLOPED TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT
PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR.
RECORD DRAWING
745TRC7R
Permit No. Page 8 of 8
W.O. 06745
Municipality of Anchorage
Department of Health and Human Services Date 11/7/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 . Anchorage, AK 99519-6650. Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS ADDN. #1 PID No. 041-021-32
34.9' 16.0'
20.9
57.2
HOUSE
.0.'S
FINISH GRADE
C.O.
�ORICINAL
GROUND
FOUNDATION
4' PERF.
PVC
M.T. CLEAN OUT
C.O.
END OF
4.6X
DX
TRENCH
BASEMENT SEPTIC
FF=92.6
4• PIPE
TANK
*ALL ELEVATIONS ARE TO
INVERT OF
NA
PIPE UNLESS OTHERWISE
NOTED
PROFILE
"
SCALE: NTS
'1 OF At
i L
.... .. . .. .. 0
i
_i
♦ ;DEN •D •GI{
♦ �'•• CE 5 :• i
00.
RECORD DRAWN
00*00000
♦'%; ;;_;�V.
DATE
745TRC5R
Tfefty Drilling, 9
water weff vriaing
rAnAorapc, 7(fas(a
Bwnu5K Subdivision:
Punt Servicc
BLOC'I: L(Yr
1 4
Meridian Township Range_
BOREHOLE DATA(from top of casing))epth
Material: Type. Color & wetness From To
stickup 0 2
sand & gravel _ 2 . 12
clay w/ little gravel 12 15
silty sand w/ coarse gravel I 15 180
silty clay w/ rock 90moist gravel w/ silty clay+980
0 95
wet gravel w/ some clay 95 112
coarse gravel w/ H2O 112 116
bedrock w/ H2O 1 116 1118
Well Log
Drilling Started: 0615 ,2006C•omplecd:0616 /2006
Property Owner Nam & Address: Delmar Schaefers
410 Mellow Place
Anchorage Ak 99508
Section _ _ % of _ _'b of ----- %+ of
Drilling method: (X) Air rotary. ( ) Cable tool. Other
well usc: ( ) Public supply. (X 1 Domestic. Othcr
Depth of hole:118— ft. Casing stickup: 2 ft
Casing type: steel. Thickness: _Z50 inches
Casing diameter. 6 inches Casing depth: 116 ft
Liner type:_inches Depth: - A
Static water (from top of easing): __Q2L ft on 06 6 L 2006
Pumping level & yield: _ feet atter _ hours at _ gpm
Recovery rate: 50 &Tm. Method of testing: airlift
Ihvelopmcm method: airlift Duration: 1 hour
Well intake opening type: (X 1 Open end. ( ) Open holc.Other_
Screened: Start: - ft. Stopped - ft
Screen hype: - _ Slot mesh size: -
Perforated: Stan: - fl. Stopped: ft
Stan: - ft. Stopped: - ft
Note: .........................................................
Grout type: _hgQtonite Volume
Depth; from 01"OUnd SUrface -10 L
Pump intake depth: ti
Pump size: hp. Brand name:
was well disinfected upon completion! ( X ) Yes. (
Driller comments! disclaimers:
)No
Well driller name: wt u u t r r
Company name:...3hie?tY.Dflllingt.Inc:.........................................
540 Akula_Dr. ..........................
Mailing address: ................. .....................
city: Anchors State: A—K Zi 99516
Phone number :1 907 et) 345 - 0593 fax:345-4700
Drillers signature
Municipality of Anchorage
ttention: Pro
Development Services Department
DSD within 6(
Building Safety Division
Permit Number.
On -Site water and wastewater section
Date of Issue:
4700 South Bragaw SL
Parcel Identificati4
P.O. Box 196650 Anchorage, AK 99519-6650
Is well located at i
www.muni.org/onsite
(907)343-7904
e owner shall provide a well log to the
days of well completion.
Number: IJ41 —UZ7 --'sL
roved permit location'! (X) Ycs or ( ) No
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT
Initial
Permit Number: SWO60123
Date Issued: Jun 01, 2006
Expiration Date: Jun 01, 2007
Parcel ID: 041-021-32
Legal Description: STUCKAGAIN HEIGHTS #1 BLK 1 LT 4
Design Engineer: 0060 DNI Engineering Site Address:
Owner Name: DELMAR SCHAEFERS Lot Size: 62677 SO. FT.
Owner Address: 410 MELLOW PLACE Total Bedrooms: 6 Permit Bedrooms: 6
ANCHORAGE. AK 99508 -
This permit is for the construction of:
0 Disposal Field [?] Septic Tank Holding Tank E] Privy 0✓ Private Well E] Water Storage
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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
L
Issued By. Date: o
\ Municipality of Anchorage
• -- Development Services Department •'
Building Safety Division `•'
On -Site Water and Wastewater Program s
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519.6650
www.muni.org/onsfte
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 041— 0r-1- 37 -
Property owner(s) (7 &L m A R se H A E Ft 94
Day phone _ 33 9 - 31428
Mailing address_ arta wtce1t_'nrz nt.Acf
Zip Code _99soA
Site address 91"1 n ASNe2 OR.
Zip Code _91521
Legal description (Sub'd., Block& Lot) LvT-q
13cocK- 1 VQC946Ata t(F1GHT_C Ill
Legal description (Township, Range & Section)
Lot Size . (GZ, V17 Sq. Ft.
Number of Bedrooms G
THIS APPLICATION IS FOR (® all that apply):
THIS APPLICATION IS AN:
Absorption Field a
Initial
19_�
Septic Tank
Upgrade
❑
Holding Tank ❑
Renewal
❑
Privy ❑
Private Well [�
Water Storage ❑
certify that the above information is correct. I further certify that this application is being made for a
IngkFamily Dwelling ar)d is In accordance with applicable Municipal Codes.
(Signature of
Permit/Rush Fees:
agent)
Waiver Fees:
Date of Payment: SI 7 r P &' Date of Payment:
Receipt Number. dl 03Z Receipt Number.
(Rev. 11/05)
Permit No.
Page.!—of 6
Municipality of Anchorage W.O. 06745
Department of Health and Human Services Date 5/24/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LAT 4 BLACK 4 STUCKAGAIN HEIGHTS #2 PID No. 041-021-32
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 6
2. USE DEEP TRENCH SYSTEM
3. ABSORSTION AREA - (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
_ (6)(150) = 750 SF
1.2*
4. TRENCH LENGTH= ABSORPTION AREA
(2 X DEPTH OF GRAVEL)
IF DEPTH OF GRAVEL = 7.5'
THEN LENGTH OF TRENCH = 50'
PERCOLATION RATE
PIT & TRENCH MOUND & BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
CPD/SF
CPD/SF
0-1
NOT SUITABLE
NOT SUITABLE
•1 1-5
1.2 1
0.8
6-15
0.8
0.5
16-30
0.6
0.4
31-60
0.45
0.3
GREATER THAN 60
NOT SUITABLE
NOT SUITABLE
FILTER LAYER
1.0
.7
Permit No. Page 2 of 6
Municipality of Anchorage W.O. 06745
Department of Health and Human Services Date 5/24/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196850• Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS. ADDN. #1 PID No. 041-021-32
LOT 2
200' MAP
SCALE: 1"=100
WELL
\DRIVE
APPROX. \
r • WELL r
/ LOT 5
r
PROPOSED
WELL 40
L%T 4
LOT 3
N
/
i
LOT 2
200' MAP
SCALE: 1"=100
WELL
\DRIVE
APPROX. \
r • WELL r
/ LOT 5
r
PROPOSED
WELL 40
L%T 4
LOT 3
APPROX. \I
WELL r
r
LOT 8 1
\
•WELLOX. \ LOT 6
/
LOT
APPR
W LL0�\�
r,
c\
\ \\
PROPOSED
SEPITIC
APPROX. \I
WELL r
r
LOT 8 1
\
•WELLOX. \ LOT 6
/
LOT
APPR
W LL0�\�
Permit No.
Page 3 of 6
Municipality of Anchorage W.O. 06745
Department of Health and Human Services Date 5/24/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650• Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4 BLOCK 1. STUCKAGAIN HEIGHTS ADDN. #1 PID No. 041-021-32
/� LEGEND
SHOULDER // • FOUND CORNERS
OF ROAD / / �\ `
/ (M) MEASURED
V4 R-50.00 — —CENTERLINE OF R.O.W.
V L-27.51
\LOT 5 WTESe
1. TOPOGRAPHIC SURVEY COMPLETED BY
/ / \ DHI CONSULTING ENGINEERS. ON 7/25/03.
R 8.6� / � \\� 2 OF 5/88- TEMPORARREBARBENCH
AT MOST NOM�L TOP
CORNER OF LOT 4.
}104.64 �j o ELEV.-85.5 (ASSUMED)
3. BOUNDARY INFORMATION SHOWN PER
/ RECORDED PLAT NO. 79-249.
0 I y
LOT 6
Ard
OM•�
ti 30' TEST HOLE
RADIUS (TYP.) �E�TIC T SEE `TE
6J 'r "� � ` OIiPOSINC CIO .�
N •ea �6 J / iHdo \ •'/�
\ 5 /
LOT 3 '� G o �� LOT 7
FUTURE AREA
SEPTIC SYSTEM - bE P'IRE NC
OR SHE DET L4 ,�t�, OFAtq �•e
TH .
•. DENNI D IGF •* •
SEPTIC SITE PLAN ' s '• GE 5Iff Ar
SCALE: 1"=60' 4, egufees0(1 ,/.� /✓
Permit No.
Page4 of 6
Municipality of Anchorage W.O. 06745
Department of Health and Human Services Date 5/24/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 4, BLOCK 1, STUCKAGAIN HEIGHTS ADDN. #1 PID No. 041-021-32
//�� PRO ED LOT 4
l B ROOM
HOUSE
FOUNDATION C.O.
100 /.
/ 2000 GAL 2 COMPARTMENT
•/ �J \ SEPTIC TANK, SEE NOTE 17
30' TEST LE IUS �h
'POSING C.0'S. ��
I\ \ 10
50 -LF DEE TRENCH
SEE SHEEr\15
LOT 3
.o.
FUTURE AREA FOR
SEPTIC SYSTEM
OFAL 1 ft
..,•......,qsIt ♦♦
DETAIL -SEPTIC SITE PLAN
...........*..;
SCAM: 1~=20' #P& •0.DENNI DEE IG4 0
♦� fAr
•. CE 58 p.
� e� �9'ofess+�.•
605TRC4D DATE 1ae����� _7
Permit No.
Page 5 of 6
MunicipaUty of Anchorage W.O. 06745
Department of Health and Human Services Date 5/24/06
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650• Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LAT 4, BLACK 1, STUCKAGAIN HEIGHTS ADDN. /1 PID No. 041-021-32
GROUND
REDDISH SILTY SAND
13. 15 & 16
2 _ N
•f. iY� Y
3 -•` .
GRAY CLEAN SAND GEOTEXTILE FABRIC
4 r' L _ SEE NOTE 14
5
6
7
8 •'
9 ..
10 �• f GRAY SANDY GRAVEL
., ROUNDED ROCK 3"-5"
11 •' OCCA. BOULDER
s
12
13 t
i•
14
r '° 2f15
s
16
•t
17
is B.O.H.
TRENCH SECTION
i
1
TO BEDROCK OR
IMPERMEABLE LAYER
4" PERFORATED PIPE
SEE NOTE 11
SEPTIC ROCK PER
M.O.A. SPECIFICATIONS
SEE NOTE 10 k 12
Permit No. DHI CONSULTING ENGINEERS
Legal Description: LOT 4, BLOCK 1, SI'UCKAGAIN HEIGHTS ADDN. /1
NOTES:
Page 6 of 6
W.O. 06745
Date 5/24/06
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS
OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE, UTILITIES AND PARKS
(MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS.
2. SITE TOPOGRAPHIC SURVEY CONDUCTED BY DHI ON 7/25/03. EXISTING STRUCTURES, WELLS, SEPTIC
SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS.
3. ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION
INTO THE SYSTEM.
4. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES. PROPERTY LINES. EXISTING WELLS, WATERWAYS,
SURFACE AND SUBSURFACE DRAINAGE FACILITIES. LAKES, PONDS. AND OTHER FACILITIES REQUIRING
SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM.
5. CONTRACTOR TO STAKE PROPOSED SYSTEM k NOTIFY THE ENGINEER OF ANY OBSERVED
CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH.
CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION.
6. CONTRACTOR TO NOTIFY THE ENGINEER AND DDS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION.
A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRAOE
PRIOR TO PLACING THE SEWER ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF
SEWER ROCK, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD
VISIT SHALL BE AFTER THE WORK IS COMPLETED.
7. CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED -LINED, AS -BUILT DRAWINGS SHOWING ALL DATA
AS SPECIFIED IN SEC. 15.65.F.2. 3. 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF
THE FINAL VISIT. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT.
THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS.
8. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE
ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN.
9. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL SIDEWALLS SHALL BE SCARIFIED. RECORD
ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM.
10. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK.
LEVEL ROCK SURFACE TO t 0.1' PRIOR TO INSTALLING THE PERFORATED PIPE.
11. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE.
CLEANOUTS SHALL BE INSTALLED AT THE ENO(S) OF THE TRENCH(S). 4" MONITORING TUBE(S) SHALL BE
INSTALLED AT THE END OF EACH TRENCH, WHERE SHOWN ON PLANS.
12. COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, BEFORE PLACING INSULATION AND/OR GEOTEXTILE,
FILL, AND TOPSOIL
13. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF
INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL
COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK POLYSTYRENE, DOW HI -35
OR ENGINEER -APPROVED EQUAL CENTER BOARD WIDTH OVER PIPE.
14. AN APPROVED CEOTEXTILE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE
BACKFILL.
15. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
16. SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT
PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6' HIGHER THAN
SHOWN TO ALLOW FOR SETTLEMENT. THE TOP 4' OF COVER SHALL BE TOPSOIL. SEED SURFACE AFTER
COMPLETING INSTALLATION AS PER MUNICIPAL SPECS.
17. INSTALL 2000 GALLON, 2 COMPARTMENT STEEL OR FIBERGLASS SEPTIC TANK.
W.O./ 05745
DHI CONSULTING ENGINEERS
aOO E. DIMOND BLVD. SUITE 3-545
ANCHORAGE, ALASKA 99515
SOILS LOG -PERCOLATION TEST
TEST HOLE LOG #1
PERFORMED FOR: DELMAR SCHAEFERS DATE PERFORMED: 5/18/06
LEGAL DESCRIPTION: LOT 4 STUCKAGAIN HEIGHTS #1
T.H.#1
�� ORGANIC MAT
REDDISH SILTY SAND
2
3 F:._'ABROWN CLEAN SAND
4
5 1,: '
6
7 CRAY SANDY GRAVEL
ROUNDED ROCK 4•-6•
$ .'.'+ OCCA. BOULDER TO 120
MEDIUM TO LOOSE
10
11
12
13
14
15
16
17 . Al
18 1 ' B.O.H.
SLOPE
SITE PLAN
WAS GROUND WATER $
ENCOUNTERED 4 NO L
IF YES, AT WHAT 0
DEPTH 7 P
DEPTH OF WATER E
AFTER MONITORING 4 DRY DATE: 5/yg/O6
00m®��m
19 r 1 PERCOLATION RATE: 3.05 (MINUTES/INCH.) PERCHOLE DIAMETER:_
20 U TEST RUN BETWEEN: 4.5 FT. AND 5.0 FT.
COMMENTS, TEST HOLE PRESOAKED PRIOR TO STARTING TEST.
PERFORMED BY L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE. 5/29/06 745CSSAD
19 r 1 PERCOLATION RATE: 3.05 (MINUTES/INCH.) PERCHOLE DIAMETER:_
20 U TEST RUN BETWEEN: 4.5 FT. AND 5.0 FT.
COMMENTS, TEST HOLE PRESOAKED PRIOR TO STARTING TEST.
PERFORMED BY L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE. 5/29/06 745CSSAD
W.O.1 05745
DHI CONSULTING ENGINEERS
800 E. DIMOND BLVD. SUITE 3-545
ANCHORAGE. ALASKA 99515
SOILS LOG -PERCOLATION TEST
TEST HOLE LOG #2
PERFORMED FOR: DELMAR SCHAEFERS DATE PERFORMED: 5/18/06
LEGAL DESCRIPTION: LOT 4 STUCKAGAIN HEIGHTS $1
T.H.#2
ldv_7�10RGANIC MAT
6
7
8
9 ..
10 ►• .
11 .
12
13
14
15 :•
REDDISH SILTY SAND
GRAY CLEAN SAND
�IA14td �
WAS GROUND WATER S
GRAY SANDY GRAVEL ENCOUNTERED 4 NO L
ROUNDED ROCK 3"-5"
OCCA. BOULDER IF YES, AT WHAT 0
DEPTH Y E
DEPTH OF WATER E
AFTER MONITORING Y DRY DATE: 5/29/06
ls
[JB.O.H.
78
ommmf�mm
19 r I PERCOLATION RATE: 3.04 (MINUTESANCH.) PERCHOLE DIAMETER: 6'
20 U TEST RUN BETWEEN: 5.5 FT. AND 6.0 FT
COMMENTS,TEST HOLE PERSOAKED PRIOR TO RUNNING TEST.
PERFORMED BY:L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: 5/29/06 745CSSBD
19 r I PERCOLATION RATE: 3.04 (MINUTESANCH.) PERCHOLE DIAMETER: 6'
20 U TEST RUN BETWEEN: 5.5 FT. AND 6.0 FT
COMMENTS,TEST HOLE PERSOAKED PRIOR TO RUNNING TEST.
PERFORMED BY:L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: 5/29/06 745CSSBD
® Munieipality of Anehorage j
Department of Health and Human Services�c
825 "L' Street
Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650
Mayor
http://wvnv.ci.anchorage. ak. us
343-4744
October 27, 1997
Tadeusz & Rachel Nogacki
PO Box 201806
Anchorage, Alaska 99520 1806
Subject: Lot 4 Block 1 Stuckagain Heights 111
Permit 11SW970384, PID 11041-021-32
The subject permit, issued October 27, 1997 by this office for a
single family well and/or on-site wastewater system, has
expired as of October 27, 1998.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as -built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
� 1
Sin erely, j
itiL�.l' c41�1�I
ames Cross, P. .
Program Manager
On-site Services
enc: Copy of Permit
cc: Eagle River Engineering Services
CCC CoV6
PAGE 1 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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970384 DATE ISSUED:10/27/97
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE:10/27/98
OWNER NAME:NOGACKI TADEUSZ & RACHEL
OWNER ADDRESS:PO BOX 201806
ANHCORAGE, AK 99520
PARCEL ID:04102132
LEGAL DESCRIPTION:
STUCKAGAIN HEIGHTS #1 BLK 1 LT 4
LOT SIZE: 62677 (SQ. FT.)
NUMBER OF BEDROOMS: 5,THIS PERMIT: 5
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 (18AAC80).
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:
RECEIVED BY: sc' DATE:
v
ISSUED BY: ��I//�ii� `- �.��iJ DATE:
�� IlQ �3Ildc�� HUSAIMe ug sarTAIM93
Louis Butera, P.E.
Registered Civil Engineer
January 3, 1996
Jim Cross, P.E.
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Stuckagain Heights #1 Lot 4, 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 and soil absorption rates.
4. Drainage will not be affected 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.
\G AW PDO CS\1996\95-113A. NAR
i :IJ. IP AL!i1• %]i RI to -i-101
tNNx��i"�"-raiv.: �i-�Ut-.L. 14 i31i�11Y
OCT 14 1997
RECEIVED
P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Pax (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Stuckagain Heights #1 Lot 4, Block 1
A. GENERAT.
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 be filled.
B. TRENCH
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 11.5' at any point.
4. The effluent line shall be laid level to 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.
RFCOMMFNDFD LFACHFTELD DIMENSIONS:
TOTAL DEPTH = 11.5' GRAVEL DEPTH = 7' under pipe, 2" over pipe
TRENCH LENGTH = 45' TRENCH WIDTH = 3'
SOIL RATING = 1.2 GPD/ftz BEDROOM CAPACITY = 5
SEPTIC TANK = 1,500 gallons
Twenty-four (24) hours notice required for all inspections.
G:\WPDOCS\ 1996\95-113A.SPC
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 95-113
CALCULATED BY: LB
LEGAL DESCRIPTION: STUCKAGAIN
HTS LOT 4 BLK 1
NUMBER OF BEDROOMS: 5
WATER USE PER BEDROOM: 150
GALLONS
PERCOLATION RATE: 1.2
MINUTES
PER INCH
DEPTH TO GROUNDWATER: 18
FEET
DEPTH TO IMPERMEABLE LAYER: 18
FEET
USABLE SOIL STRATA
ANTICIPATED DEPTH OF COVER: 4.5
FEET
TOTAL USABLE DEPTH:
12
MOUND OR BED SYSTEM
USABLE SOIL STRATA DEPTH:
7.5
WASTEWATER APPLICATION RATE:
0.8
GAUSQ.FT
ABSORPTION AREA REQUIREMENT:
938
SQ.FT
MINIMUM BED LENGTH
12 FEET WIDE BED
78
FEET
15 FEET WIDE BED
63
FEET
TRENCH SYSTEM
WASTEWATER APPLICATION RATE:
1.2
GAUSQ.FT
ABSORPTION AREA REQUIREMENT:
625
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 (FT)
LENGTH (FT)
1 109
4
78
2 88
4.5
69
2.5 80
5
63
3 73
5.5
57
3.5 67
6
52
4 63
7
45
8
NA
9
NA
DESIGN SPECIFICS
FIELD SYSTEM: D (B=BED, S=SHALLOW TRENCH & D=DEEP TRENCH)
GRAVEL DEPTH: 7 FEET
TRENCH OR BED WIDTH: 3 FEET
LENGTH: 45 FEET
TOTAL
EXCAVATION
DEPTH: 11.5 FEET
B
I
0
0
LOT 5 _
EIGHBOR'S
WELL RADIUS VACANT
F
PROP. Q
100' WELL
*
pR°n _;�" � LOT 6
py � APPROX.
WELL
PROP.
HSE SITE
TH 1® G� 109,
.SQ�P4�
ti
4G' 259 1500 GAL.
A SEPTIC TANK
N °
ss� 0- LOT 4
t?885`'� 1p 5_10Y� /'107 AVE.
LOT 3 r ® TH E
o f/�ye0
9 :
O RS c i 00 VACANT
0 `stop/c b 20
2
2
leo ®- TEST L
- MONITOR TUBE
o - SEWER CLEANOUT
4 - WELL
NO SURFACE WATER PROPOSED LEACHFIELD
EASEMENT
NO KNOWN CURTAIN DRAINS NEIGHBOR'S
WELL
SEPT9C SITE PLAN _ .
LEGAL: STUCKAGAIN HTS LOT 4 BLK 1
OWNER: NOGACKI'
CONTRACTOR: N/A
g
JOB ## 95-1 131 DATE: 12/21 /951 SCALE 1" = 60'
EAGLE RIVER ENGINEERING SERVICES taps 9 L
r , a
P.O. Box 773294 ' '° '
a,
EAGLE RIVER, AK. 99577 fl
(907) 694-5195 FAX: (907) 694-3297
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 95-113
Calculated By: LB
Date: 12/21/95
Legal: STLICKAGAIN HTS LOT 4 BLK 1
Single Family 5 Bedroom Dwelling
Deep Trench Subsurface Wastewater Disposal Field
TEST HOLE 2
PRIMARY AREA
Water use at 150 gallons per bedroom = 750 gallons
Percolation rate = 1.2 minutes per inch
Wastewater application rate = 1.2 gallons per day per square foot
Required absorption area = 625 square feet
Trench width (W) = 3 feet
Gravel depth (D) = 7 feet
Required length = Required absorption area / 2 / D
Required length = 625 / 2 ! 7
Required length = 45 feet
Total Excavation Depth = 11.5 feet
�.= 49TH '••.:��
... _.,.................
s ..
'..LOU S A. BU7ERA,
CE -6736 =�"G
oo4�4�ri pROFEs'
St�NP4����04
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 95-113
Calculated By: LB
Date: 12/21/95
Legal: STUCKAGAIN HTS LOT 4 BLK 1
Single Family 5 Bedroom Dwelling
Deep Trench Subsurface Wastewater Disposal Field
TEST HOLE 1
RESERVE AREA
Water use at 150 gallons per bedroom = 750 gallons
Percolation rate = <1 minutes per inch
Wastewater application rate = 1.2 gallons per day per square foot
Required absorption area = 625 square feet
Trench width (W) = 3 feet
Gravel depth (D) = 6 feet
Required length = Required absorption area / 2 / D
Required length = 625 / 2 / 6
Required length = 52 feet
Total Excavation Depth = 9.0 feet
NOTE: Percolation tests show a slower rate in the soil layer
from 9-15' being 18 min/inch. system to be built entirely
in th 3-9' soil layer.
................................
.......... . ..............
% LOUIS A. BUTERA .
O J, CE -6736 =k'�
0��0� pROfESS�ONPo���a
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 95-113 CALCULATED BY: LB
LEGAL DESCRIPTION: STUCKAGAIN HTS LOT 4 BILK 1
NUMBER OF BEDROOMS: 5
WATER USE PER BEDROOM: 150 GALLONS
PERCOLATION RATE: <1 MINUTES PER INCH
DEPTH TO GROUNDWATER: 19 FEET
DEPTH TO IMPERMEABLE LAYER: 19 FEET USABLE SOIL STRATA
ANTICIPATED DEPTH OF COVER: 3 FEET TOTAL USABLE DEPTH: 13
MOUND OR BED SYSTEM USABLE SOIL STRATA DEPTH: 10
WASTEWATER APPLICATION RATE: NIS GAUSQ.FT
ABSORPTION AREA REQUIREMENT: #VALUEI SQ.FT
MINIMUM BED LENGTH
12 FEET WIDE BED #VALUEI FEET
15 FEET WIDE BED #VALUEI FEET
TRENCH SYSTEM
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
1 109
2 88
2.5 80
3 73
3.5 67
4 63
DESIGN SPECIFICS
FIELD SYSTEM:
GRAVEL DEPTH:
TRENCH OR BED WIDTH:
LENGTH:
TOTAL
EXCAVATION
DEPTH:
1.2 GAUSQ.FT
625 SQ.FT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH
DEPTH (FT) LENGTH (FT)
4 78
4.5 69
5 63
5.5 57
6 52
D (B=BED, S=SHALLOW TRENCH & D=DEEP TRENCH)
6 FEET
3 FEET
52 FEET
9.0 FEET
Date
Gross
Time
Net
Time
Depth to
Water
IENGI ERS$ SEAW e
S oan
un eia �v •ae ncecosesvn.na+o a'ne
�, C4
`\ }� MunicipalityEA of Anchorage
,m �•e�a`
e
Oa
DEPARTMENT OF HEALTH 8 HUMAN SERVICES825
.aska
V' Street, 99502-0650Q
PERCO iLATION
CE -6736
��
SOILS LOG — TEST
PERFORMED FOR: / GkV /) .i DATE PERFORMED: / 4L— /`7-5f'
LEGAL DESCRIPTION: /I y Z11f/ Srucrr,ta yrs yjownship, Range, Section:
01 SLOPE SITE PLAN
rx l 9E`a r—m ;
1
2
to-
12-
13-
14 -
15
012 13 14 15
16-
17
8 17
18
19 d o
20
COMMENTS
i�R G
7,pSo�l �o46ANtc
lira ✓e/ .9 j5...l.0 %vec e t %i-
/6vr/�7 GracCc�i/ p/� / /pore
4/ ....�/.-<<
WAS GROUND WATER %yV
ENCOUNTERED?
CSM —Gm� s
IF YES, AT WHAT L
D
y DEPTH.? P
Depth to Water After
day Monitoring? Dr— Date: / a -d 8- 9S
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
S oan
/
/d'- y6'
/H+/S
o''3 "Ii
A/ 2S
/ sn rJ
/G e/ &//i'
S//6 ••
3
/4: i4
/o'-3 '/11 •
-36
o.s /g
PERCOLATION RATE (minutesAnch) PERC HOLE DIAMETER
TEST RUN BETWEEN `r FT AND '� FT
Fr // Fr
PERFORMED BY: r2 E'r I � �'Y� ��� CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /1'71V J
72-008 (Rev. 4/85)
PERFORMED FOR: jC.0 /BOG -ACRS DATE PERFORMED:
LEGAL DESCRIPTION: �,t y yJownship, Range, Section:
Add•r.:.+ F / SLOPE SITE PLAN
21 LSN) '2.N S-4
3 jl
4�
14-
is-
16-
17 -
18
4151617 18
19
(gym)
Si/� � dy Gi4ve/
WAS GROUND WATER
f �
rhea"/ Oh• c/ y.ey ENCOUNTERED. 'NU
S
wee:� sn.+d .,d 6.e„e( IF YES, AT WHAT O
DEPTH? P
i i tet E
✓ en
Depth la Water After
Monitoring? C R y Date
Reading
�1°° aaNO t
•a �
as
Net
Time
mi bd
_' •
s"4 a 90iS ♦fbE L' 111sp v. °
1
� Ce'6S iE4p .................N
v°
4a
•
a v Municipality of Anchorage
r Louis A. I!Wera v
DEPARTMENT OF HEALTH & HUMAN SERVICES
I'1�j`
n.4
r�'a a, CE -6736
vC
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
a RO SEsst
PERFORMED FOR: jC.0 /BOG -ACRS DATE PERFORMED:
LEGAL DESCRIPTION: �,t y yJownship, Range, Section:
Add•r.:.+ F / SLOPE SITE PLAN
21 LSN) '2.N S-4
3 jl
4�
14-
is-
16-
17 -
18
4151617 18
19
(gym)
Si/� � dy Gi4ve/
WAS GROUND WATER
f �
rhea"/ Oh• c/ y.ey ENCOUNTERED. 'NU
S
wee:� sn.+d .,d 6.e„e( IF YES, AT WHAT O
DEPTH? P
i i tet E
✓ en
Depth la Water After
Monitoring? C R y Date
Reading
Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
7,_S.,
20 6„
IUI PERCOLATION RATE /' 2 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 2 FT AND 8 FT
COMMENTS Nsa f�2 SPP>ic oc rilN pe..,,.rey
PERFORMED BY: , E2 1 CERTIFY THAT THIS TEST WAS PERFORMED IN
I
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ��3 /7 S�
72-008 (Rev. 4/85)
O 4 6
i
1
W /''n/
O
6`
1
�
pl
w
Y
�s ZN
MbD�
I
nzT'
d a
J
" Z.. Vii O " J
O 4 6
i
1
I
W /''n/
Y
r
\
i
1.
�s ZN
MbD�
I
nzT'
All
I
W /''n/
JS
n vo°
re
\
25z 6 W
m-
1.
WW
TO
r
ol
i
d
/ / / O
M
a
1
t�
N
W
�
m
I
�Posa J
a
v
F-
w
o
2
Q
2
F
N
r
ma
�M
FI
I\
'2 I
I
v
�
M
a
1
t�
N
W
m 1
�
�Posa J
a
v
F-
w
o
2
Q
N
F
N
r
ma
Nt
I—
1` III
M
�R'-�—�1N3W35tl3 A111110 ,01
30
b
„I
rjJ
a
t�
N
H of
m 1
m
�Posa J
S`o
v
D
N
v^
�b
2
c
w
m
W
m w
N
p W
m o
w
ma
�M
FI
'2 I
W
ft
3
4
U
Q
Y
S`o
D
N
v^
�b
c
\o
>� O
ma
4
v
�
^imN
Ql
.co
t
0
O
p�QC
>� O
y«g
C
«fie
t
U va`Co
�
ao
vL
O `m4mo'O
R
4 » v o c
4 Y