HomeMy WebLinkAboutNORTH WOODS BLK 3 LT 5North Woods
Block 3
Lot 5
#051-731-35
Municipality of Anchorage •''
' • Development Services Department
Building Safety Division '
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ek.us (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SWO50140 PID Number. 051-731-35
Nana:
1m Stnuff'Pr
Wastewater System: []New ® Upgrade
"22524 McManus Dr., Chunlak. AK, 99567
ABSORPTION FIELD
Cl Dep Trench D Srd"w Trwn h ® Bee 0 Mwne D other:
Phorr: Nu.*W of Beero :
LEGAL DESCRIPTIONsw
0.5 GPDIFtt
0.5
T�D�thaenanondg.
0.5 FI.
Bb[k: LM: suDdVlelm:
Deph a pipe omen hon, wgnal poses:
Gravel sept beneath pipe:
3 5 North Woods
0 Ft.
0.5 Ft.
Towmhn: Nanpe: sec :
Faaeeseaowaospreeguoe:
Gravel Length:
2.35-2.85 Ft.
48 Ft.
1:1 New El Upgrade
GnvM meth:
Numtwci nae:
5
DerWO Watean Mea:
5
Well:
25 Ft.
FL
Cles.fteaen IPnvate. A B. CI:
Tout Depth:
Caeee m:
Total ablo"m nee:
1200 Ft'
P" M.0 .
D3034
tir
Ft
plesr
Dau DOW:
sudewaurtAvel:
°YBf:
South Fork
Del. lnau .
8/9/05
F.
"el°:
uw
PpSetat:
CaelrgHeight AbweC4aune:
� 05-011b TANK
GPM
FI.
FI
SEPARATION DISTANCES
O Septic ❑ Holding O S.T.E.P. ❑ Other.
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
PublWPrivat
Sewerune
•'
Anchorage Tank
- T'
1500 Get.
wee
200'+
200'+
NA
NA
25'+
Steel
Hanwc�P,"
2
suds water
100'+
100'+
NA
NA
LIFT STATION
tau»
5'+
10'+
NA
NA
¢a.
1500 Ga
anu mr.
Orenco
Feunaceon
5'+
10'+
NA
NA
"�°°"" "
44 in.
�•^° MvW al:
42 in.
High wetw alwm OL
48 in.
NA
*30'+
NA
NA
Ptaep Make a Model
EMcthcal Inepecpma parka ar
Cwwh wain
Franklin 2445C
40117-1/2hp Ed's Elec. Inc.
BENCH MARK
*Per MOA records
Tank & field insulated.
Door sill
Ass a EWatim:
Existing tank & lift station abandoned
100 FL
per code. Tep tw e&,mr+ --pasolt-m fscco o•
Engineees Stamp
1.'Eb fI rU Ott' GE iFx NU �' .t EV0r)A16- am rAArTTA'lel A2�IN•
'__�`\\ 11�
_
OF'A
i eCP��• `AS'�+1
rGj: • a
•a 9 I
Engineering, Inc. Dates: 1st 8/9/05
,,
H s
Po .0
Inspections performed by: KND
00ie'Qr9
•e\ ....a eN •e•0
2n4Q
O/1D/DS
Development Services Department Approval 3 rd 12/23/05
J
••• ••e1•e• e• a•e• •a- •• r
zo -11
��e^� :•KennCrhTM.
Date:
bel;
��� ••7�„�,:••'�ei}e�-
Reviewed and approved by:
9F
nlr•. gaol
1 k`FES514� .�•�
AS -BUILT SYSTEM DETAILS/SITE PLAN
NORTH WOODS BLOCK 3 LOT 5
7� 15' UTILITY
v ESM T
EXISTING
BED
MT
5/ M
TH05—
MT
DUAL OUTLET
1500 STEP
4 BEDROOM
HOUSE
NEW BED
48'Lx25'Wx0.5'D
Permit : SW050140
PID#: 051-731-35
SCALE:1
0
'r
30
8-6=24.3'
OF ALq S'
9TH *+�
1(E ` 7 04 CE -711 .. �4
Air
�FESSI011Q
22524 McMANUS DR.
CHLIUAK• AK 99567
(907) 688-2040
FIELD BOOKS
A-1=16.2'
104. 104.
e Mr.
C-1=11.8'848
8. FINAL CRADE
syu SEWARD
A-2=12.7'
KMD
Asp P SEWARO
M Ese
C-2=16.4
FILL
A ESE 05028
A-3=36.0'
p... oigl�IlEi(
e
B-3=39.4'
= 101.8 INSULATION 101.8
V R.
A-4=66.2'
B-4=66.0'
>a:•:• ::::::::.:.:.: o-:•:•:•:•:•::;: 3 f:;.•::. 2:?
101.3 ROCI(i: `i'i'i: ei: ° 101.3 '
: 0.5'
A-5=78.6
1500 GAL :::SEWER
B-5=61.6'
sTEa
A-6=54.0'
Y TANK SAND::...:.... •,.• :'•:.
8-6=24.3'
OF ALq S'
9TH *+�
1(E ` 7 04 CE -711 .. �4
Air
�FESSI011Q
22524 McMANUS DR.
CHLIUAK• AK 99567
(907) 688-2040
FIELD BOOKS
Cw TED:
e Mr.
DRAW:
MMP
syu SEWARD
MIXED,
KMD
Asp P SEWARO
M Ese
DAM
CPO:
12/0
1459
A ESE 05028
Joe "•:
05-028
ABBREVIATIONS
BOH a BOTTOM OF TESTHOLE
CO CLEANOUT
MT�MMONITORING TUBE
JEHUD ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)868-3791/FAX (907)888-3793
29/12 2003 10:16 FAX 907 694 1122 SOUTH FORK CONSTRL�jCfIO�{ 121001
tun kLILUTRIC INC S07 272 4590 ! 112/21 05 11Jz9pm P.
I
ED'S ELECTRIC II
P.O. BOX 210767
ANCHORAGE, AK 99521;
� I i
I
15,t ii I
Dec«nber 21, 2005 !
t
South Fork Construction �.
P.O. Box 77567
Eagle River, AK 99577
ANCHORAGE
(907)272-4591
Fax: (907)272.4590
Atm Phyllis Jenke i
Subj: Septic lift station, 22524 Mc Mannus Dr. Eagle River, A.K., lot 5 Blk 3
subdivision
Northwood.
i
Ed's Electric, Inc. inspected subject project, installed by South Fork Construction, and
found the electrical was meeting all the code requirements ot�the National Electrical
Code and the Municipality of Anchorage.
Thank you,
I
i
Dwayne R Bnrns I
Ed's Electric, Inc, i
Municipality of Anchorage
Development Services Department
• +� Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: KNO Engineering
Legal description: North Woods Subdivision. Block 3. Lot 5
A
SA 11•
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils information needed.
❑ Water monitoring results inadequate.
❑ Discrepancy in information submitted. _
❑ Topographic information missing or inadequate.
❑ Incomplete; missing _
❑ Incomplete; missing
❑ Additional adequacy test information needed.
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
Name of reviewer: Julie Makelo. P.E.
Date: 1/13/2006
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SWO50140
Legal Description: NORTH WOODS BLK 3 LT 5
Design Engineer: 0070 KND Engineering
Owner Name: JIM STOUFFER
Owner Address: 22524 MCMANUS DRIVE
CHUGIAK , AK 99567-5444
Date Issued: May 25, 2005
Expiration Date: May 25, 2006
Parcel ID: 051-731-35
Site Address: 022524 MCMANUS DR
Lot Size: 20000 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
Q Disposal Field ❑Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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.
5. The following special provisions.
-THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
-A 25 FOOT WIDE BED IS APPROVED: PLEASE SUPPLY SPECIAL CONSTRUCTION TECHNIQUES FOR
WIDER BED AND STRUCTURE USED FOR SAND AND GRAVEL ABOVE GRADE, WITH AS -BUILT INSPECTION
REPORT
Received By:
Date: S7
42�
Issued By:�i _ i Date: ,2 S
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ()S/ - 3 3I - 35 Permit NumberfiW
Property owner(s) Jim Stouffer Dayphone_688-2040
Mailing address (2) Zip Code
Legal description (Lot, Block &
Legal description (Section, Township & Range)
Lot Size 70000 Acrese Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only
Sewer and Well ❑ Water Storage
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi
Swimming Pool ❑ Water Softening Unit
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family DwellinSAV is in accordance with applicable Municipal Codes.
property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 1700)
S-,
11/
Waiver Fees:
Date of Payment:
Receipt Number:
KINID ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER. AK 99577-8'
11/FAX (907)696-8111
May 23, 2005
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Sewer Upgrade – Northwoods, Block 3, Lot 5
Gentlemen:
The owner has requested we proceed forward to obtain a septic permit to upgrade and
replace the existing septic system and tank for the subject lot. The existing septic tank
and lift station will be abandoned in place and in accordance with municipal standards.
On May 13, 2005 one testhole was performed for the proposed system. The results of
this test are attached. The general slope of this lot is flat.
We have designed our system utilizing the testhole we excavated for the existing 4 -
bedroom house. The lot is served by public water. We propose to install a pressurized
bed. Due to existing characteristics of the lot, the proposed bed width is 25'. Water was
not encountered during the excavation, but was measured at 5' at monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system. An existing
curtain drain is shown on MOA documents. Per these documents, this curtain drain is
30'+ to the existing failed bed --the proposed design maintains this same existing
separation. We do not expect there to be any adverse effect on adjacent lots by the
development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
1K.H D Engineering, Inc.
Kenneth M. Duffuvff
Attachments: '—Ow'STre Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/ Percolation Test
Owner/ Contractor Specs
KsD
WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
NORTH WOODS BLOCK 3 LOT 5
0..y —
_FAST 63120 ��,�-�.,
McMANUSl,c,�
NO PUBLIC WELLS WITHIN 200' OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED.
,or�A�� OF .4Lq ' 1
\ �UFES310NN'
Jl1L YLA1V
DESIGN DETAILS
4 BDRM X 150 GPD- 600 CPD
600 CPD/0.5 GPD PER SO. FT. (12.3 MIN AN.)= 1200 SO. FT
1200 SO. FT/25' (W) = 48 FT. BED
USE 1 BED — 48' (L) X 25' (W) X 0.5' (D)
Total depth of system Is 0.5' from original grade.
Total depth of sand below distribution pipe is 2'.
Excavate top 2.5' k install) 2' MOA approved sand.
NOTES:
1. INSTALL 1500 GALLON SEPTIC TANK do INSULATE IF < 4' COVER.
2. INSULATE BED WITH 2" HD BURIAL FOAM IF < 3' COVER.
3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK.
4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS. SEPTICS, LOT LINES. FOUNDATIONS AND ALL OTHER SETBACKS.
PREPARED FOR:
JIM STOUFFER
22524 McMANUS DR. Scale: 1 �= 100
CHUGIAK, AK 99567
(907) 688-2040 PAGE 1 OF 3
FIELD BOOKSCO"R11E0:
r
a _ p,Aw IE UD ENGINEERING
ST"oc °�°« kmd 20441 PTARMIGAN BLVD.
A�Te MCCLINTOC DAM: 5/23 05 EAGLE RIVER, AK 99577-8736
orc nm °nD' 1459 ..
A-A�E.028.dwg °B ""` OS -028 (907)898-8111/FAX (907)698-8111
100.00--
100.001
69
—
—
15' 9111 bml
C——
-110.0
C
K�
AC1 O
00
z
Z
o
0 o
3
4
6
6�
EXIST
XIS
BED
EXIST
SEPTIC
l'J'S
SEPTIC
AST
100.
EXIST
SEPTIC
NO PUBLIC WELLS WITHIN 200' OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED.
,or�A�� OF .4Lq ' 1
\ �UFES310NN'
Jl1L YLA1V
DESIGN DETAILS
4 BDRM X 150 GPD- 600 CPD
600 CPD/0.5 GPD PER SO. FT. (12.3 MIN AN.)= 1200 SO. FT
1200 SO. FT/25' (W) = 48 FT. BED
USE 1 BED — 48' (L) X 25' (W) X 0.5' (D)
Total depth of system Is 0.5' from original grade.
Total depth of sand below distribution pipe is 2'.
Excavate top 2.5' k install) 2' MOA approved sand.
NOTES:
1. INSTALL 1500 GALLON SEPTIC TANK do INSULATE IF < 4' COVER.
2. INSULATE BED WITH 2" HD BURIAL FOAM IF < 3' COVER.
3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK.
4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS. SEPTICS, LOT LINES. FOUNDATIONS AND ALL OTHER SETBACKS.
PREPARED FOR:
JIM STOUFFER
22524 McMANUS DR. Scale: 1 �= 100
CHUGIAK, AK 99567
(907) 688-2040 PAGE 1 OF 3
FIELD BOOKSCO"R11E0:
r
a _ p,Aw IE UD ENGINEERING
ST"oc °�°« kmd 20441 PTARMIGAN BLVD.
A�Te MCCLINTOC DAM: 5/23 05 EAGLE RIVER, AK 99577-8736
orc nm °nD' 1459 ..
A-A�E.028.dwg °B ""` OS -028 (907)898-8111/FAX (907)698-8111
WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
NORTH WOODS BLOCK 3 LOT 5
AW
OFALq,k
* 4 1H
11 `'& ice/
lk PESSID�
BED PLAN
PREPARED FOR:
JIM STOUFFER
22524 McMANUS DR.
CHUGIAK, AK 99567
(907) 688-2040
FIELD BOOKS
STM a-
A'amTo MCCLIt`
Bim. ME
0%ftTED
°""""` ort
a mm: kmd
B"TE' 5/23/0'
dM1Oi 1459
05-028
Scale: 1"= 30'
PAGE 2 OF 3
ABBREVIATIONS
CO - CLEANOUT
MT — MONITORING TUBE
NTS = NOT TO SCALE
FCO = FOUNDATION CLEANOUT
ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
—611
0
o.
0
N
A
V
PROP 1500 CALD
FCO
SEPTIC STEP TANK
B
DIMENSIONS
A—D
30.9'
1.25 PVC
15
B—D
B—E
19.2'
36.5'
E
F
C—E
30.2'
O 0
B—F =
60.0'
vi ml
C—F =
17.3'
m
EXIST v
SYSTEM
2.5
5' S' 5' 5'
2.5'
TH ND
OS -11
27'
EAST
AW
OFALq,k
* 4 1H
11 `'& ice/
lk PESSID�
BED PLAN
PREPARED FOR:
JIM STOUFFER
22524 McMANUS DR.
CHUGIAK, AK 99567
(907) 688-2040
FIELD BOOKS
STM a-
A'amTo MCCLIt`
Bim. ME
0%ftTED
°""""` ort
a mm: kmd
B"TE' 5/23/0'
dM1Oi 1459
05-028
Scale: 1"= 30'
PAGE 2 OF 3
ABBREVIATIONS
CO - CLEANOUT
MT — MONITORING TUBE
NTS = NOT TO SCALE
FCO = FOUNDATION CLEANOUT
ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
—611
N
O
2
WASTEWATER ABSORPTION SYSTEM DESIGN DETAILS
(LEGAL DESCRIPTION)
I1500 GAL'
S.T.E.P.
uR sto0
W P.I.D. 051-811-37
Permit --- —__
FINISHED GRADE (ADD UNCLASSIFIED FILL)
FILTER FABRIC AND INSUL
MINI"2:5�'.SANO,:f.1L?ER: FQR'>$EPA}3ATION <'
nN& SLOPE NO
GREATER MAN
— YI
I \
n
c
van..
Yb QS•
JI MATYOMMREO i
IN. s 48' BED ER V en.OY GRADE
PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD - 5'
2. HOLE SIZE - 3/16' - 1.00 GAL. PER HOLE O 30 PSI
3. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE - 30 HOLES SON 9.s.
4. 240 LF LATERAL/30 HOLES - 8' SPACING PER HOLE, USE 5' SPACINGS
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS.
2.5'(typ) —,, CAP ENDS OF PIPE
2.5 (typ)
1/4' PVC FROM TANK TO FIELD
1/4' PVC FOR MANIFOLD
OM. T. M. T.0
;� 48 LF 1 1/4" PVC W/ 3/16" HOLES
I 0 5- SPACING (TYP)
in
1 Lo
N
Lo
0 M.T. M.T.O
48'
PAGE 3 OF 3
IE HDENGINEERING 1PREPARED FOR:
JIM STOUFFER
20441 PTARMIGAN BLVD. 22524 McMANUS DR.
EAGLE RIVER, AK 99577-8736 CHUGIAK. AK 99567
(907) 688-2040
NTS
IRAVANG
0s-02&DM
KEID ENGINEERING, INC. f ••;y
20441 PTARMIGAN BLVD. ! •.49L• •o "• _*
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
�.��'
Performed for: Jim Stouffer Date Performed: 5/13/05
Project: Northwoods, Block 3, Lot 5 TEST HOLE a 05-1
Depth
(Feet) SEE ATTACHED SITE PLAN
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Org/OL/ML
SM/gm — med dense, moist
w/ cobbles to 6"
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
FOR HOLE LOCATION
Was Cround water encountered? NO What depth? NA
Depth to water after monitoring? 5' Date? 5/20/05
Reading
Date
Cross
Time
Net
Time
Depth to
Water
Net
Drop
1
5/18/05
1:00
6"
-
2
1:30
30 min
38/16"
2 8/16"
3
1:31
-
6"
-
4
2:01
30 min
39/16"
27/16-
5
2:02
6"
6
2:32
30 min
39/16"
27/16"
'
Water
Added
Percolation Rate 12.3 (min/ in) Perc Hole Diameter 6"
Test Run Between _3 feet and 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
KINM ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER. AK 99577-8736
696-6111 /FAX (907) 696-8111
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES AND MATERIAL SPECIFICATIONS
LEGAL DESCRIPTION: Northwoods, Block 3, Lot 5
GENERAL:
1. The scope of this project includes the installation of a septic tank and/or drainfield to serve a
single family residence on the referenced property as delineated on the attached Municipality of
Anchorage (MOA) permit and site plan.
2. Construction shall be in accordance with the approved site plan and design drawings; MOA
permit with any special provisions or conditions, and all applicable State and Municipal
Wastewater Disposal Regulations.
3. KND Engineering Inc (KND) assumes no responsibility of the accuracy of the as -built survey
provided by the owner or owner's representative.
4. The owner or contractor is responsible to notify the engineer of any discrepancies noted on the
design plans or drawings prior to commencing work. These discrepancies could be, but not
limited to, possible encroachments, surface water, varying soils, unplatted easements, types or
use of dwellings on or adjacent to property, nearby public wells, etc.
5. The contractor shall be responsible for locating any necessary underground utilities, easements,
property lines and surface water. The owner and/or contractor shall ensure, if deemed
appropriate, that a registered land surveyor prior to construction flags all setbacks.
6. The contractor shall be responsible for verifying all pertinent separation distances and
component layout.
7. Unless specifically agreed otherwise, the property owner shall be responsible for final grading
areas subsequently depressed from soil settling. On all leachfield mound systems, the property
owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded
area.
8. The MOA Development Services Department On -Site Water & Wastewater Program must
certify contractors installing wastewater disposal systems. Owners installing their own systems
must also receive prior approval from said MOA Department.
SEPTIC TANK / HOLDING TANK / LIFT STATION INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall
include two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded with proper material and compacting to prevent
damaging, settling or shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches above the final grade.
4. Septic tanks installed with less than 4 foot of cover shall be insulated. The contractor will
ensure that the fill over the tank does not exceed the burial depth rating.
5. A foundation cleanout shall be installed one to four feet from the building foundation. In the
line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent
pumping system exists within the septic tank). These cleanouts shall be located on undisturbed
soil not more than 10 feet from the tank. The second cleanout, in line, shall be to clean toward
the septic tank.
6. Final grading over the septic tank shall be such that a positive slope exists away from the septic
tank.
n...e i M a
Reference: Northwoods D3, tS
Date: 05/23/05
Page: 2 of 3
7. All H.D.P.E. tanks shall have a vertical length of 4 -inch perforated drainpipe besides the tank
extending to the bottom of the tank to above grade to monitor ground water.
8. All tanks shall be anchored when there is not enough adequate soil cover to resist buoyancy
forces in high -groundwater areas.
9. All holding tanks and lift stations shall have an audible and visual alarm inside the residence.
10. All lift stations shall be wired in compliance with the Uniform Electrical Code and all MOA
guidelines.
11. The contractor shall remove the old tank, or abandon it in compliance with the Uniform
Plumbing Code. The contractor is solely responsible for the abandonment procedure.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the
excavation shall be within 2 inches of level. If the sidewalk of the excavaction become smeared,
they must be raked or scratched (roughed -up) before gravel (sewer rock) placement.
2. Once the sewer rock is installed, the distribution pipe is installed level with the perforations
facing downward. Gravel is then to be placed over the distribution pipe to provide a minimum
of 2 inches of cover over the pipe.
3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure
the silt barrier covers the entire gravel surface before placing backfill.
4. Monitoring tubes shall be four- (4) inch diameter, installed approximately in the locations
shown on the design, and extend a minimum of 12 inches above final grade. The portion of the
monitoring tube extending through the gravel shall be perforated from the bottom of the trench
to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as
noted on the design.
5. Backfill over the final gravel layer must not be less than twenty-four inches. Insulation must be
installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the
trench must be mounded to prevent the formation of a depression after settling.
6. All advanced technology waste water disposal systems (Advantex, Biocycle, Intermittent
Dosing Sand Filter, etc...) shall be constructed, installed, maintained and monitored per
manufacturer's specifications and MOA requirements.
MINIMUM MATERIAL SPECIFICATIONS:
1. A MOA approved septic tank manufacturer must construct any septic tank proposed for
installation.
2. The following pipe materials are MOA approved for use in septic system installations:
TyW of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company
Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or
equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between
the final leachfield gravel layer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 37/o passing
the #200 sieve. If deemed necessary, a sieve analysis should be performed.
7. When sand is being used as a filter material, its gradation specification must conform to current
MOA or DEC requirements.
Reference: Northwoods B3, LS
Date: 05/23/05
Page: 3 of 3
INSPECTIONS:
Typically there will be three (3) inspections required during the installation of the wastewater
disposal system. These inspections will occur as follows:
1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds
and before the installation of any gravel. A septic tank may be set in place, but may not be
backfilled before this inspection.
2. The second inspection must be conducted after the placement of the sewer rock, distribution
lines, standpipes, and cleanouts, but before the placement of the silt barrier, insulation, or any
other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required, especially with the installation of multiple
trenches, sand filters, pressurized distribution systems, etc. The inspecting engineer is to be contacted
at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take
place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's
activities.
The owner shall contract with the contractor to perform the work outlined in these specifications and
attached plans and in accordance with the attached MOA permit. All materials, components, and
construction practices shall comply with the MOA's and the State of Alaska's latest ordinances,
regulations, or policies regarding wells and septic systems. The failure of the inspecting engineer to
notice a material or construction non-compliance does not relieve the contractor of his/her
responsibility to correct such deficiency. There will be no contractual arrangement existing between
the contractor and KND Engineering, Inc. KND shall be the owner's representative and will inspect the
work as stated above to document the contractor's activities. Final acceptance of the contractor's work
rests with the owner and the MOA.
KND shall have no liability to the owner or to others for acts or omissions of the contractor or any other
persons performing work on this project or the failure of the contractor to carry out the work in
accordance with these construction documents. KND's inspecting engineer will not be responsible for
the construction means, methods, and techniques, sequence, procedures or the safety precautions
incident to this project.
BY PROCEEDING FORWARD WITH THE INSTALLATION OF THE WATER AND/OR
WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CONTRACTOR, AND WELL DRILLER
ACKNOWLEDGES HAVING READ AND ACCEPTED THESE SPECIFICATIONS.
IVIUIVIUIr/1LI I T Ur HINUMUNAUt
DEQ ITMENT OF HEALTH AND HUMAN SER,' 'ES
Environmental Health Division
i 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name
� DISTANCES
AWES
Address TO SEPTIC ABSORPTION
7�3� C G�
FROM TANK FIELD WELL
X23 13®x
Phone(s) Permit No. No. of Bed r oms WELL --.
8 -8 -ZD D U4OZ
LEGAL DESCRIPTION LOT LINE �� .•�, %0
Lot Block Subdi Ision r
�5_ 3 Dr a io S FOUNDATION S f
Township, Range, Section
,— ` Nr / , • / _ AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation,
(N driveway, water bodies, etc.)
TANKS
4
SEPTIC ❑ HOLDING
"L /
L
2 9/
l�slti41'50 z " ifz
Scale: Z ENGINEER'S SEAL
S iPA �o /9 wr ti/ S �l L 2/io hl �o
Inspections Performed by:
L0cr S7,4,—,q/Jc*v. -C LS.) 6- L /P'tJoO/'l% Date:///3/ /6/'�` it/S
1� :e � $;t �ar i::.r4 'off ,><� ,f•.
I S & S ENGINEERING certify that this inspection was performed according to all
l/�6�� ,• aa.•:, .:. .,, .,alp,:
Municipal and SR &eII19"lect on this dale:
No, s4 T
EAGLE RIVERA 9¢ � °�
Health Department Approval: Date: �'F
6
72-013 (3/85) •�.avcv<<<,':�ra:.
Manufacturer
Capacity in gallons
ree✓
Od �
Material
No. of Compartments
S e
Z
TYPE OF SYSTEM /g 6e,4d,E
F1TRENCH BED U, ❑ W. DRAIN ❑ OTHER
Depth to pipe bottom from
Total depth Irom original grade
original grade — / FT
7" S FT
Fill added above original grade
Gravel depth beneath pipe
Z -A FT
Q • S FT
Gravel length r
Gravel width /
30 FT
3 D FT
Total absorption area
Distance between lines
ll q o SQ FT
61 FT
Number of lines
Soil rating
Pipe material
/7 V SQ FT
D3p39 f/C
Installer
So FO -1 Co NS T.
Date Installed
Ills -1,96
WELLS
❑ PRIVATE OTHER fldentifvl
Classification (A,B,C)
Total Depth -
Cased to
/4 - 14 O
FT
FT
Installer
Date Installed.
REMARKS:
"L /
L
2 9/
l�slti41'50 z " ifz
Scale: Z ENGINEER'S SEAL
S iPA �o /9 wr ti/ S �l L 2/io hl �o
Inspections Performed by:
L0cr S7,4,—,q/Jc*v. -C LS.) 6- L /P'tJoO/'l% Date:///3/ /6/'�` it/S
1� :e � $;t �ar i::.r4 'off ,><� ,f•.
I S & S ENGINEERING certify that this inspection was performed according to all
l/�6�� ,• aa.•:, .:. .,, .,alp,:
Municipal and SR &eII19"lect on this dale:
No, s4 T
EAGLE RIVERA 9¢ � °�
Health Department Approval: Date: �'F
6
72-013 (3/85) •�.avcv<<<,':�ra:.
IF A LIF7 STATION IS INSTALLED IN ANAREA COVERED BY MOA BUILDING CODES�
THEN (1i AN ELECTRI RMIT AND INSPECTION MUST BE OBTAINED; (2> AS-8UILTS
WILL NOT 8E AP W OUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAL WORK,DONE BY A LICENSED ELECTRICIAN.
SIGNED DATE:
... .... ..... _____
APPLICANT: STOUFFER ° �
ISSUED BY ��` DATE:
�
1 v W 1" got 141 UP, "Ji I,���
DEPARTMENT�HEALTH AND ENVIRONMENECTION
'
825 L STREET, ANCHORAGE� AK 99501
. '
264-4720
E_� il'=J!����
PERMIT NO:
860402 UPGRADE
DATE ISSUED:
10/27/86
APPLICANT:
JAMES STOUFFER
ADDRESS:
SRI;
BOC 7830
CHUGIAK�
CONTACT PHONE:
688-2040 ��
/
LEGAL DESCRIP:
SUBDIVISION: NORTHWOODS LOT:
5 BLOCK: 3
SECTION: As TOWNSHIP: 15N RANGE:
1W
LOT SlZE:
20000 (Elf. FIT. OR ACRES>
I certiFy that:
1, l am NUB
liar, with the requirements for on-site sewers and wells as set
forth by
the Municipality of Anchorage MOA) and the State ol Alaska.
2. I will install
the system in accordance with all MOA codes and regulations�
and in comp1iance
with the design this
criteria of' permit"
3. I will adhere
to all MOA and State OF Alaska the set back
distances
from any exhsting well, wastewater disposaI system or public
sewerage
sy�tem on this or any adjacent or nearby lot.
IF A LIF7 STATION IS INSTALLED IN ANAREA COVERED BY MOA BUILDING CODES�
THEN (1i AN ELECTRI RMIT AND INSPECTION MUST BE OBTAINED; (2> AS-8UILTS
WILL NOT 8E AP W OUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAL WORK,DONE BY A LICENSED ELECTRICIAN.
SIGNED DATE:
... .... ..... _____
APPLICANT: STOUFFER ° �
ISSUED BY ��` DATE:
�
MUNLUIYAL111 UV K1V l.riVLC Ei is P,
Department t,.'Health and Environmental.,___,=otection
Pouch 6-650, Anchorage, AK 99502
264- 4744
On-site Sewer/Water Permit
HANDWRITTEN
'ermit No:
Date Issued:
Applicant:\ 1141YIb-3
Address: Ame 29JO
Legal Description: S/D: %Y1p1-7jW00,05 Lot: <J Block: -S
Section: 41 Township:. 1.6 /lJ Range: / YLJ
Lot Size: )-.d 000 _ - Ft. or Acres)
Lot Location: 1n`,19'/a;_X1S D21 6V_
Max Bedrooms:
Listed below are the options available to you in designing your septic
system. Choose the option that best fits your site.
----------------------------------------------------------------------------
TRENCH
Depth to pipe bottom(ft.)
Gravel depth (ft.)
Total depth (ft.)
Gravel width (ft.)
Gravel length (ft.)
Tank size (gal.)
Soil rating (sq. ft./br)
BED
1014.3%6
W. DRAIN
s's
** Gravel length 75 feet requires multiple runs (not exceeding 75 feet each)
** Tank must have at least two compartments
----------------------------------------------------------------------------
I certify that:
1. I am familiar with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage(MOA) and the State of Alaska.
2. I will install the system in accordance with all MOA codes and
regulations, and in compliance with the design criteria of this permit.
3. I will adhere to all MOA and State of Alaska requirements for the set
back distances from any existing well, wastewater disposal system or
public sewerage system on this or any adjacent or nearby lot.
4. I understand that this permit is valid for the maximum number of bedrooms
stated above, and any enlargement or modification will require an
additional permit.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN
(1) AN ELECTRICA E MIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL
NOT BE APPROVE WITH UT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAL W9 K MUS W PONE BY A LICENSED ELECTRICIAN.
SIGNED: _
Applicant
ISSUED BY
____ ,
DATE :U ,7
DATE:
SCALE
AF
J
et
Zl Z l w-
a�
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_
a
n
tAl
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o
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Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
-111PERFORMED FOR: JAMES
DATE PER
LEGAL DESCRIPTION: 45---93 ////)W✓/ uSDO.f Township, Range, Section: A S"
DEPTU
kWE�ET)
2
3
4 .
�- 12a /jam
5 bz
y .
6
7 /o
9-
1011 10-
11
12
13-
14-
15-
16-
17
314151617
81920 18-
19-
20
COMMENTS
SLOPE
WAS GROUND WATER
ENCOUNTERED?
/ S
L
IF YES, AT WHAT
// ` O
DEPTH?
`j Z P
E
Depth to Water After r It
Monitoring?
Date:
SEAL)
T/La�-tJe-Ae u. A.
-U9YMv
fid. tAi+7•C ',��.,
Z. t
I //-V S
SITE
Reading Date Gross Net Depth to Net
Time Time Water Drop
PI
PERCOLATION RATE— (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3 L— FT AND 150' FT
..e u a zw^
PERFORMED BY: EAGLECERTIFY THAT THIS TEST WAS PERFORMED IN '
ACCORDANCE WITH ALL STATE AND MUM AL GUIDELI SII FFECT ON THIS DATE. DA" _�
72-009 (Rev. 4/85) `
MUNICIPALITY OF ANCHORAGE
® DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/011•W INSPECTION
NAME n� t Is
�✓ C
']REPORT
Ply 1 PHONE_
EW
❑UPGRADE
MAI LING ADDRESS L .
11 1� N/ S C) AJ
LEGAL DESCRIPTION
LOCATION
NO. OFROOMS
BJJ //
Uy
DISTANCE T0:--�(�
We I
bsorption area
Dwelling
PERMIT O.
w2
Manufacturer
Materials,
No. of compartme s
N~
Liq. capacity in gallons
/ 0 () 0 �
IF HOMEMADE:
Inside length
Width -
Liquid depth
JAZ
DIST E T0:
Well
Dwelling
PERMIT NO.
�>
U z Q
x
anufacturer
Material
iquid capacity in gallons
=
DISTANCE TO:
WWII
Fodo
und oti /
Nearest lot li e
PERMIT N0.
U
Z
w
No. of lines
Length of each fine
Total le th of lines
Trench width
Distance between lines
I_
Top Top of tile to finish grade y
!o
Material b eath tile
inches
Total effective absorption area
Lu
Length
Width
Depth
PERMIT NO.
C7
Q I,-
wa
Type of cri
Crib diameter Z
Crib depth
-Total effective absorption
area
LU
rn
IXXSTANCE TO:
Well
Building founOdtion
Nearest lot line
,
J
J
ass
s
Depth
Driller
Distance to lot line
PERMIT NO.
w
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
,_
9 e
Q
PIPEMA ERIALS
oe e-
SOIL TEST RATING1ju
/
i
-
V1
Cia �C
INSTALLER
REMARKS
YW
/t
APPROVED DATE o LEGAL
72-073 (Rev. 3/78) V
TYPE OF --SOIL ABSORPTION SYSTEM IS: TRENCH
t' PK'.'IMUM NUMBER OF BEDF?OON == _ OIL RATING <50 FT., BR) = 19
THE REQUIRED SIZE i iF THE SOIL ABSORPTION SYSTEM I S :
THE LENGTH D I MEN S I C'.lN IS THE LENGTH (IN FEET), OF THE TRENCH OR C: RAI [•dF I ELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AN[) THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO _SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIC'1UM DEPTH OF 13RFlVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
!__ F-7 G= u I FE=— r'_q •.v E= E=." _.. I C.- i" 9" =� " � :: .E" I IS E-- = — I_ � - a a-7-9 Ci F -u I_ I— CH 6 �
PERMIT APPLICANT F•Itl-'.�. THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DI RIt.-IG THE
INSTALLATION INSPECTILENS OF ANY WELL_ ADJACENT ENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
BACIKFILLING OF ANY '_.',•STE.M WITHOUT FINAL INSPECTION AND APPROVAL E•'r' THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE. E:ET14EEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS
1.00 FEET FOR A PRIVATE WELL OR :150 TO 200 FEET FROM A PUBLIC WELL. DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY 'SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
I CERTIFY THAT
:1 : 1 AN FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND WELL'S AS SET
FORTH BY THE MUN I C I PAL i T',' CSF' ANCHORAGE.
: I WILL. INSTALL T HE SYSTEM IN ACCORDANCE WITH THE CODES.
I UNDERSTAND THAT THE ON—SITE SEWER SYSTEM MAY RE:Ql.t IRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN BEDROOMS.
APPLICANT P _s&S
ISSUED B%`___� � ______DATE__/_7.5.��.[___ ','4. 0
rl U PA 1 Cl_` 1 " ' &==B L_ .1 `, "v • B_& 6-- i—§ r -j A__-1--41 - 1 H--= V-1 9—i K-__
DEPARTMENT .., i HEALTH
AND ENVIRONMENTAL .,.,0TECTION
82 `'I_'' STREET,
ANCHORAGE, AK'. 99501.
264-4720
APPLICANT
F' _ 8'.- S
600 E BENSON
27-4-7`19 .
LOCATION
MC: MANUS 1.: R
LEGiF;L.
[_CST 5 BLK '• NORTHWOOD S/D
[_OT SIZE 2i=000
SQUARE FEET'
TYPE OF --SOIL ABSORPTION SYSTEM IS: TRENCH
t' PK'.'IMUM NUMBER OF BEDF?OON == _ OIL RATING <50 FT., BR) = 19
THE REQUIRED SIZE i iF THE SOIL ABSORPTION SYSTEM I S :
THE LENGTH D I MEN S I C'.lN IS THE LENGTH (IN FEET), OF THE TRENCH OR C: RAI [•dF I ELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AN[) THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO _SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIC'1UM DEPTH OF 13RFlVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
!__ F-7 G= u I FE=— r'_q •.v E= E=." _.. I C.- i" 9" =� " � :: .E" I IS E-- = — I_ � - a a-7-9 Ci F -u I_ I— CH 6 �
PERMIT APPLICANT F•Itl-'.�. THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DI RIt.-IG THE
INSTALLATION INSPECTILENS OF ANY WELL_ ADJACENT ENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
BACIKFILLING OF ANY '_.',•STE.M WITHOUT FINAL INSPECTION AND APPROVAL E•'r' THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE. E:ET14EEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS
1.00 FEET FOR A PRIVATE WELL OR :150 TO 200 FEET FROM A PUBLIC WELL. DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY 'SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
I CERTIFY THAT
:1 : 1 AN FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND WELL'S AS SET
FORTH BY THE MUN I C I PAL i T',' CSF' ANCHORAGE.
: I WILL. INSTALL T HE SYSTEM IN ACCORDANCE WITH THE CODES.
I UNDERSTAND THAT THE ON—SITE SEWER SYSTEM MAY RE:Ql.t IRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN BEDROOMS.
APPLICANT P _s&S
ISSUED B%`___� � ______DATE__/_7.5.��.[___ ','4. 0
s • '�L�; MUNICIPAL ,OF ANCHORAGE"/ SOILS LOG
DEPT.'Ok HEALTH & \f 17
MUNICIPALITY OF ANCHOW)JbtMLNTAL P„OTECTION Q v
9 DEPARTMENT OF HEALTH AND ENVIRONMENTA R1 OECT��yl1 PERCOLATION
�j- 825 L. Street, Anchorage, Alaska 99501 2642 SSS ° ' TEST
SOILS LOG - PERCOLATION TREEC E I V E D
PERFORMED FOR: PJ & S Aril 23 1981
DATE PERFORMED: p �
LEGAL DESCRIPTION: Lot 5, Block 3, Northwood Subdivision
fifiq p; Organics and OrgdnlC S1 t, dr SLOPE SITE PLAN
t.EET)' brown, wet , soft, decaying
1 tree debris.
(Pt -OL)
2 /,.. Gravelly -sandy -silt, light
brown, moist, stiff, with some
3 organics.
GM -ML)
4 / Silty-gravelly-sand,gray,
moist, compact, rounded to sub-
s rounded particles to cobble
i. size.
6 i - (GM -SM) 7-/
9 ° o
10V11 WAS GROUND WATER No S
ENCOUNTERED? L
o O
12 P
IF YES, AT WHAT E
v DEPTH?
13
o
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
MEN
4-23-81
4:46 PM
20 MIn.
15 1/2
1 1/2
3
4-23-81
4:56 PM
30 Min.
16 5/8
1 1/8
4
4-23-81
5:06 PM
40 Min.
17 3/4
1 1/8
5
4-23-81
5:16 PM
50 Min.
18 7/8
1 1/8
6
4-23-81
5:26 PM
60 Min.
19 5/8
3/4
ii:iiii0i
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
2
4-23-81
4:46 PM
20 MIn.
15 1/2
1 1/2
3
4-23-81
4:56 PM
30 Min.
16 5/8
1 1/8
4
4-23-81
5:06 PM
40 Min.
17 3/4
1 1/8
5
4-23-81
5:16 PM
50 Min.
18 7/8
1 1/8
6
4-23-81
5:26 PM
60 Min.
19 5/8
3/4
PERCOLATION RATE 15Zminutes/inch)
TEST RUN BETWEEN 3-12 .�+ f A
COMMENTS Awr - ••••� 1
PERFORMED BY: Howard Grey & Assoc., Inc.CERTIFIED ••• ...••••;•••DATE: April 27, 1981
...., .
Richard A. Lowman �;04'
72.008 (6/79) f� J'J, ,. NO. 4077-E e.•�a0A
e`C'9jc •••....a..••o PV
z� MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information Application Date 2 / 2 7 /6i5_
(a) Legal Description (include lot, block, subdivision, section, township, range)
4,uf5. QloGIt 3. Atorl-hwamW .9 lb
Location (address or directions)
763 o Mc 1 'tonc,4 Or. 64E ru
G68 -2vYo
(b) Applicants Name Tames A. Sloucll-<r Telephone — Home Business 5-,r2-Yoo?
Applicants Address S(3 1#3 Pox 7S3a t� IY4nu1 Dr. C/z itil, 99676-
(c)
S G(c) Applicant is (check one) Lending Institution ; Owner/builder ;
Buyer ; Other (explain);
(d) Lending Institution G.omos /Ye/FIe /ve Telephone
Ad\a3 s e. !63 Anc4 99S03
(e) Real Estate Co. & Agent
Address
Telephone
(f) Mail the HAA to the following address:
2. Type of Residence
Single—Family P�Zj Multi—Family
Number of Bedrooms 3
3. Water Supply
Individual Well Community
Other (describe)
Public M
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Onsite 5ET Public M Community 1-:1 Holding Tank =
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
[Page 1 of 21
5. Engineering Firm Providing Inspections, Tests, File Search, Data and Information
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 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 disposal
system is in compliance with all Municipal and State codes, ordinances, and regula-
tions in effect on the date of this inspection.
Name of
Firm r -Yu l-ir p `
3_,ee4n %cam
/ Se wr cam/
Telephone
Address
l q3'30 j''cl-ti
S
14-A (/eia
Date2 /27 /gam
6. DHEP Approval
Approved for
Approved
(ENGINEER SEAL)
bedrooms
Disapproved Conditional
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND
THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
MENTS. EMPLOYEES OF DHEP 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.
I
RR4/ej/D18
(Page 2 of 21
(DHEP SEAL)
7-19-84
(d) Lending Institution 49 " 15 I ti& "4e/v4'- - Telephone
Address �/3 0 D /3
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA to the following address:
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 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
Address
Date
Telephone
6. DHEP APPROVAL
CopvOiTroA(riL ,
Approved for ��'�� bedrooms by /�"` `a Date
Ap�ved Disa ed Conditional
Terms of Conditional Approval AN i �W4Y!7 -AQ /Z �e �lB/� /4 GS640W %nA11/c
7U L�✓eh �M Catf dam`'/ ' ;u pFl� c6lt d/-aY� v�'iw /L� . �•�G�x�l ✓0,11
.�.sr- %ams S:" F.:�..,..cf /-�.�e• �,�z of
CAUTION'"
Engineer's Seal
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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
72-025 (ivsa)
Arreptatta Af f rO1100d —The above prices, specifications
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance:
Signature
mwu rre-a iwen- AwilwNA e.•,.. �e'0.— n..a„•.".. mean
SCHMIDT BROS. EXCAVATING, INC.
283 Muldoon, P. O. Box G
ANCHORAGE, ALASKA 99504
(907) 688.3837.
PROPOSAL SUBMITTED TO /Y
PHONE
DATE.
�i
JOB NAME
pT may/
O r
/C./30,-
CITY, STATE AND ZIP CODE
CITY,
i —,7
JOB LOCATION
J, t S–
1e
o ,G'C o - � ���•,�s
_
ARCHITECT
DATE OF PLANS
JOB PHONE
We hereby submit specifications and estimates for:
X�J
rte\
«> c bur •r
/�L/
lee
/(/� �� c� :,ctz-uji%� OlJvd •1� _ _ . s =-w.,�G.�/��.t-K—
11P Fropowl hereby to furnish material and labor — complete in accordance with above specifications, for the sum of:
( G � ,l
ti-- _ i dollars ($ ) .
Payment to be made as follows:
All material is guaranteed to be as specified. All work to be completed in a workmanlike
manner according to standard practices. Any alteration or deviation from above specifica- Authorized
Signature 7 /�
tions involving extra costs will be executed only upon written orders, and will become an
extra charge over and above the estimate. All agreements contingent upon strikes, accidents
Note: This proposal may. be
or delays beyond our control. Owner to carry fire, tornado and other necessary insurance.
Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by U5 if not accepted Within _.,x=—Z'W�^days.
Arreptatta Af f rO1100d —The above prices, specifications
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment will be made as outlined above.
Date of Acceptance:
Signature
mwu rre-a iwen- AwilwNA e.•,.. �e'0.— n..a„•.".. mean
SKAGGS CONSTRUCTION
P.O. Box 670690
Chugiak, Alaska 99567
February 1, 1986
Mr. James Stouffer
SR 35 Box 7830
Chugiak, Alaska 99567
Dear Jim/
Subject: Septic System Upgrade ~ Lot 5, Block 3, Northwoods
Subdivision
As per your request, I have estimated the cost of upgrading
the septic system on your property to meet the municipal
standard. It is not possible to give you an accurate cost
without the engineering information that we have disscussed,
but rather I have given you what I would consider to be a
"worst case" estimate for the purpose of your refinancing.
In my opinion, the "worst case" would be adding a 500 gallon
pump tank and lift pump and constructing a new shallow
bed -type leachfield" There appears to be adequate room in
your backyard for this installation. A soils test in the area
of the proposed leachfield as well as an engineer -drawn site
plan will have to be performed to obtain the necessary
permits. In addition, the city may require engineer -drawn
plans of the lift pump and associated controls. I estimate
the total cost of the above mentioned work and materials to
be approximately $5,400.00 (this includes all labor,
materials, engineering, and permit fees required).
As I have stated, this is a "worst case" estimate and is
based on present mur\icipal requirements. I+ I can be of any
further assitance to you., please do not hesitate to call me.
� J
` J
American Excavation
P.O. Box 670442
Chugiak, Alaska 99567
Phone: 688-2062
Date 1�2
Job Site Address
Lot Block SubdivisionOwner
Billing Address Contractor ❑
c „
r
l `
JOB DESCRIPTION
17 W1
�11
t
♦ ! ./
i / ♦ /
it
..
i
I
MA
I•
Materials
.. Pricea/
/
5. LEGAL DESCRIPTION
ko+-S "
`—"-
-3-W E RECEIVED
INSPECTION APPOINTMENTS
NUMBER OF,BEDROOMS
TIME
❑ One ❑ Four ❑ Other
TIME
TIME
DATE
Three ❑ Six
DATE
DATE
❑ INDIVIDUAL*
* ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
INSPECTOR
depth (attach log if available.)
INSPECTOR
INSPECTOR�
K INDIVIDUAL/ON-SITE*"
YEAR ON-SITE SYSTEM WAS INSTALLED.
E71 PUBLIC UTILITY
1,AUNICiPA
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
825 L Street - Anchorage, Alaska 99501 •j':; !
ENVIRONMENTAL SANITATION DIVISION
Telephone 264-4720 C
REQUEST
FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DI RECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTYOWNER
PHONE
pa*s
MAILING ADDR SS
(0od
b�
r:
PROPERTY RESIDENT If different from above) PHONE
2. BUYER
PHONE
MAILING ADDRESS
3. LENDING INSTITUTION
PHONE
MAILING ADDRESS
4. REALTOR/AGENT
PHONE
MAILING ADDRESS
5. LEGAL DESCRIPTION
ko+-S "
0,4,� oe 4k
STREET LOCATION
6. TYPE OF RESIDENCE
NUMBER OF,BEDROOMS
❑ One ❑ Four ❑ Other
SINGLE FAMILY
Two ❑ Five
❑ MULTIPLE FAMILY
Three ❑ Six
7. WATER SUPPLY
❑ INDIVIDUAL*
* ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
PUBLIC UTILITY
depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
K INDIVIDUAL/ON-SITE*"
YEAR ON-SITE SYSTEM WAS INSTALLED.
E71 PUBLIC UTILITY
L l
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified_LOG
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
INSTALLER
❑Septic Tank or ❑ Holding Tank
Size: If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
['� APPROVED FOR �_ BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
/
BY�Y�'
72-010 (Rev. 6/79)