HomeMy WebLinkAboutBERNARD BLK 4 LT H-1AOnsite File
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Certitieb �rffttng Log
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SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688-2759
OWNER OFLANDP_9r1.tZ#1140i /YtIFeHTt1GEr,�I
ADDRESS:
LEGAL DESCRIPTION: 'e/:x'0 9'LK Y
L a- , 1.4 /
DATE:
PERMIT NUMBER:b6Z*4/ lDate of IssuetA : -
TAX IDENTIFICATION NUMBER: 0613 - 511 -
Is well located at approved permit location? Q Yes O No
Method of Drilling: teary O cable tool
Depth of well: % rF0
Casing Type Sr'F& Wall Thickness • 1 inches
it
Diameter L Inches, depth �y' feet
liner Type: Jt1 u rJ t '
Casing Stickup Above Ground: 0e. feet
Static Water Level: 3d. feet
Recover Rate: gpm
Method of Testing: Are—
Well Intake Opening Type: O open end Ian hole
O Screened; _Startfeet Stopped feet
O Perforations Start feetSlopped feet
Grout Type: �'A'o,; r4,V i'1_ dVSIL f el,- - -7243 1
Depth: from 0 feet, to .A) O t feet
Well Disinfected Upon Completion? IJI.Yes ONO
Method of Disinfection:
Comments:'
E HOLE I
DEPTH
IL441 iG. S -,' K Jy
_ Co•?.3«S
�' a �3C4>4ac.4.
� � y% 13 r_DrQ3C��-• ,S� (�JrTrLi L•
=l7 _17-L ,k'?C L QJrrt•ZiL S451ok"
I
%� Driller's Name A�'t 4,
ATTENTION: It is the responsibility of the property owner to submit a copy of the well tog to the proper authority. Municipality
of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough:
Department of Environmental Conservation.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: May 18, 2009
Expiration Date: May 18, 2010
Permit Number: SW090061 Parcel ID: 060-321-24
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT Ht -A
Design Engineer: 0003 S & S ENGINEERING
Owner Name: PHIL AND LINDA NUECHTERLEIN
Owner Address: 18920 ELNORA LANE
EAGLE RIVER, AK 99577 -
Site Address: 18920 ELNORA LANE
Lot Size: 41096 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
Disposal Field ❑✓ 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 ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST.
THE ENGINEER NEEDS TO DO ADDITIONAL PERCOLATION TESTS PRIOR TO THE CONSTRUCTION OF THE
SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION
REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP
PENDING ONSITE REVIEW AND APPROVAL.
Received
Issued
Date: s' l/ b 10
Date: Q
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 00rb -3Z I - Z t-1
Property owner(s) PHIL & LINDA NUECHTERLEIN Day phone 694-4136
Mailing address 18920 ELNORA LANE,EAGLE RIVER AK. Zip Code 99577
Site address NHN ELNORA LANE
Legal description (Sub'd., Block & Lot) LOT 111-A. BLOCK 4,BERNARD S/D
Legal description (Township, Range & Section)
Code 99577
Lot Size 9 11 C)q 6 Sq. Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN:
Absorption Field Q Initial ❑
Septic Tank Q Upgrade ❑
Holding Tank ❑ Renewal ❑
Privy ❑
Private Well ❑
Water Storage ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: �2�. C7C� Waiver Fees:
Date of Payment: 2,1041 ' I Date of Payment:
Receipt Number. t ✓f J� Receipt Number.
(Rev. 11/05)
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Sheet
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SWO80050
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT H1 -A
Design Engineer: 0003 S & S ENGINEERING
Owner Name: PHIL AND LINDA NUECHTERLEIN
Owner Address: 18920 ELNORA LANE
EAGLE RIVER, AK 99577 -
Date Issued: May 16, 2008
Expiration Date: May 16, 2009
Parcel ID: 060-321-24
Site Address: 18920 ELNORA LANE
Lot Size: 41096 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑V Disposal Field ❑✓ 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 ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST.
THE ENGINEER NEEDS TO DO ADDITIONAL PERCOLATION TESTS PRIOR TO THE CONSTRUCTION OF THE
SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION
REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP
PENDING ONSITE REVIEW AND APPROVAL.
Received By.
Date: %6 d8
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 060 _321 —?,H
Property
Mailing
Site address
+ L;
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
Lot Size N 1.0 N4 Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR (Z all that apply):
Absorption Field
V.
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
I certify that
Single Famj
Permit/Rush Fees:
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
❑
above informatioy Is correct. I further certify that this application is being made for a
pm,Lling and is iptaccordance with applicable Municipal Codes.
or authorized agent)
Waiver Fees:
Date of Payment: Li,2s/OS Date of Payment:
Receipt Number. 035 S ID Receipt Number:
(Rev. 11/05)
WALMAUMONTY
MIY1 4S
MNNrXTEWWW.
SEWMWATEn
KPECnON
ENGn+rENNC.STUIPES
NIUnEr 13
W4LLmrEC1jM
arUMIEST
SnE"M
W&IDESIGN
SOIL TEST
PEnCOUtpN
TEST
STRUCTURAL A
WIPECTO
rNSITE
WAS1EWAtEn
UGr054SYSTEM
oESnN
IIG MOM C. COWAN. P.E.
CIVIL ENGINEER
(007)694-2979
FAX (907) 694-1211
May 2, 2008
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot Hl -A, Block 4, Bernard Subdivision
It is requested that you issue a permit to install a septic system to serve the proposed
four bedroom dwelling on the referenced property.
A permit for this system was issued in May 2004, renewed in May 2005, renewed in March
2006, and renewed once again in May 2007. These permit submittals were for a proposed
3 bedroom system. This application brings the design and permit into line with the
applicant's current plans for a 4 bedroom residence.
A test hole was excavated and a percolation test was performed. The approximate location
of the test hole is located on the attached site plan. At the time of excavation 5/16/90 water
was found at 7 feet. After ground water monitoring the test hole was found to have water
at 5 feet 2 inches on 5/23/90. The monitoring tube was found to be dry on 4/7/04.
Properties in the area are served by a community water system. There are no wells within
200 feet of the proposed septic system.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
Enclosure
information, please contact us.
P.E.
15681 S.111rchwood Lp. Rd. — Chuglak, AK 99567
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TEST RUN BETWEENTA �FT
COMMENTS
S & S ENGINEERING
17034 LWO KIYvr
PERFORMED BY: Eop1Y River. Alaska 99577 1
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES
72-008 (Rev. 4,851
V V CERTIFY THAT IHI EST AS PERFORMED IN
THIS DATE. DATE: f�`
Windows Live I lodnail Print Mcssagc
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11agc I of I
Lot H -IA, Block 4 Bernard Septic - Location of Elnora Lane within ROW
From: Phil and Linda Nuechterlein (knik07@gmall.com)
Sent: Wed 4/16/08 9:36 PM
To: sns_eagleriver@hotmail.com
Attachments: H-1 A_ Septic_Elnora_R0W_5_of_5.pdf (113.7 KB), H- Security scan upon download II TAD
IA_Septic_Elnora_ROW_1 of_5.pdf (54.7 KB), -H --
IA_Scptic_Elnora_ROW_2_of_5.pdf (117.5 KB), H-
1A_Septic_Elnora_R0W_3_of_5.pdf (68.2 KB), H-
IA_Septic_Elnora_ROW_4 of_5.pdf (77.3 KB) Yoshi,
As requested, here is the information that I recently received from
Eagle River Street Maintenance (Muni MLO). As part of a recent road
service area improvement project, Elnora was re -aligned, widened, and
surfaced with recycled asphalt pavement. Per the attached
documentation, the Muni has acquired a public use easement from the
landowner on the north side of Elnora to firmly establish the current
location of the street. This illustrates the Muni's intent to keep
Elnora Iane in its current alignment and they have no plans to relocate
or widen it in the foreseeable future. Please find pages 1 through 5 of
5 attached as 5 separate pdf files.
Thanks,
Phil
http://dyIOSw.baylOS.mail.livc.coni/mail/PrintShcll.aspx?type=mcssagc cpids=26acbfc6-... 4/17/2005
Mar 10 2000 2:02PM HP LFlSERJET FR%
to
.. ,9Z�1t
Ols
UPDATE J
LOT C
.BERNARD
wit Survey
Block 2
3D.'131-245.'
.SCALE: 1'.'s 50'
DATE: 5/.24/06
DRAWN BY: APB
str•u, a me.
� 1
'�O�J
Constructing
PHONE #: 3
Updated: 8j
m
Mar 10 2000 2:02PM HP LASERJET Fn% P•1
V
Municipality of Anchor
maintece and Operations Depart
Eagle River Street Afaintenanee
FACSIMILE
To: Phltl
Nuechterlein From: Kaye Dolphin/Sco
t Schnell
Fax, 907
69-0620 Pages: 5
Phone: 907
69.0609 Date: March 18, 2008
Sta
Ro: . -A
er1MOA Public Use Easement=
----•
❑ Urgent ❑ For Rovlew ❑ Please Comment ❑ Please loply ❑
Phillip,
As requested and to follow up your phone conversation with colt Schnoli, he le Is a copy
of the Pubil'C Use Easement agreement between the Municlpa ity and the Stayrrrs.
Eagle River Street htaintenance —Ph: 694-3487, nax: 694-1540
Mar la 2000 2:02PH HP LASERJET Fnx
Please re I un lo: 610A/PM&El
Municipali y of AnchoragelPMSE Lot G-2, Blocl 2, Bernard Subdi
P.O. Box 96650. ROW He #ST-
Anchorag ,AIC 99519-0650 Tax#060-3.
Attn: Chrii tine Neal MOA Pan
PUBLIC USE EASEMENT
Th GRAMfOR; "RRY A. STAYNER, JR: 'AND P MELA S: STAY
whose m cling address is P.O. Box 770217, Eagle River, Alask i 99577-0217, for
and valu ble consideration, -conveys and warrants to ANCHORAGE. an P
municipa • corporation'whose address is P.O. Box 196650, Anc lorage, Alaska, 9
6650, G TEE, and to Its successors and assigns, an easement in pert
pertaining to the following described real estate:
A Public Use Easement over, a portion of Lot G-2, Block 2, ernard Subdivisk
Plat 8i-245,
on file in the office of the Anchorage District Recorder,
Third Judic
Distric,
State of. Alaska, said portion being more particularly
described
follow
Begin
ling at the southwest corner of said Lot G-2, thence northeasterly
adjoini
thea
of the southern property line of said Lot G-2, 44.89 fc
et, said Property G
being
a curve concave to the north having a radius of 1002.33
feet, (the delta
said a
rc being V 27'07% the chord being N 80.19' 32" E. 4
89 feet) to the Tr
Point
of Beginning; thence continuing northeasterly adjoi
ing the arc of s:
south
rn property line 122.19 feet (the delta of said arc
eing 3' 40' 49", 1
chord
being N 77' 48'34* E. 122.17 feet) to the Point of Tar
gency, thence N i
58' 1
" E. 102.00 feet adjoining the southern property lino c
t said Lot G-2 to I
Point
f Curvature of a curve concave to the northwest haviiig
a radius of 198.
feet;
enoe northeasterly 81.18 feet adjoining the arc. of s
id southern �gprope
line (
e delta of said arc being 23' 26' 00', the chord be
ng N 64. 15' 1p'
80.62
feet); thence S 73" 37'02 W, 303.30 feet to, the True
Point of Beginning
Said
Public.Use. Easement contains approximately 2,491
square feet (0.0
acres
1.
A pot
ion of said Public Use Easement is�also subject to a di
ainage easement.
.for a public
street, highway,.walkway, trail, and corridor for utilities
of every kin
nature i 'eluding,
but not limited to, the right to construct, recd
istruct, maintain, 1
operate
ind Improve a public street, highway, walkway trail a
other utility lra
idlor electric, tele,
smisslon or distri
or telecc
facilities
mmunications, gas, water, sewer, or
ogether with the right to license, permit or otherwise
agree to the exerc
these rig
its by any other person', or, entity.
Lot G-2, Block 2, Bernard Subdivision, Public Use
Easement
Page 1 of 3
4
-07.-
-08
07.-08
1#1
and
of
P.
Mar 10 2000 2:02PH HP LRSERJET FRx
All impro%
the GRAI
waiver or
Harry
MOA/PM&E/R W
Lot G-2, Block , Bernard Subdivi ion'
ROW file #ST -0 -07
Tax #060-32 -08
MOA Parc I #t
is are the property of Anchorage, removable at it option. The failut a of
to exercise any of its rights granted herein shall lot be construed s a
lonment of the right.
Date: i
p.3
!,STAITEO
bateaStayALASKA )
)ss:
TfIIRD JU ICIAL DISTRICT )
Th foregoing instrument ;was acknowledged before no this. �h d ai V of
2007 by Harry A. Stayner, Jr. and Pamela S. Stayner.
Notary Public for the St 110 of Alaska
My Commission.Expire : 0/0
(Na y K
�;p
'Lot G-2, Block 2, Bernard Subdivision, Public Use I asement
Page 2 of 3
Mar 10 2000 2:02PM HP LFlSER.TET Fnx p.4
f
a
33y.0 w
DPAlNAGF
to
PUBLIC USE EASEMENT
1 Area = 2491 Sq.FL eo
to
1 m
r
r� '
1 V 1 ON
.1 f T�f.
1 W
W ¢.
7A.27'.
G.
r
PUBLIC USE EASEMENT
BERNARD.SUBDMSION
LOT G-mZ BLOCK Z PLAT t81-2 "EXHIBIT A"
. E1UNIOPAL TY- PARCEL 1
OWNER'S INITIALS: - .APPROVED BY:. GRID: SW 0 a
[' EXISTING PARCE ARE
" ATTACHED T J "
gg
A. Q- - APPROX. P.U.E.EA: 4
OF ANCHON'AGE' PAGE'' OF'.5 DATED: - SCALE:' v -BO' DATE: 5/14/07 rf AM BY. cb•
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water B Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: May 01, 2007
Expiration Date: Apr 30, 2008
Permit Number: SW070047
Parcel ID: 060-321-24
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT HI -A
Design Engineer: 0003 S & S ENGINEERING Site Address: 18920 ELNORA LANE
Owner Name: PHIL AND LINDA NUECHTERLEIN Lot Size: 41096 SO. FT.
Owner Address: 18920 ELNORA LANE
Total Bedrooms: 3 Permit Bedrooms: 3
EAGLE RIVER. AK 99577 -
This permit is for the construction of: private Well E] Water Storage
n Disposal Field Q Septic Tank F1 Holding Tank ❑ Privy
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
SUFFICIENTLY TO PREVENT TEMEROMUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE
Received By.
Issued By.
Date: S _ t7 T
Date: S ) 0
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water
tr ter Program
470O Bra 9aw S
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.orglonsite
(907) 343-7904
ON-SITE SEPTICAWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. OLD 32 A�
IPA,n t 1 ` �c,� lh tc'/t ^ . 6 Day phone
Property owner(s) Y t t j —� Zip
a L Code^ X15
I iiSn�
Mailing address / in
n
Site address tZ{1D�� l �i/� C� Zip Code
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
4) Lot Size
(1(p Sq. Ft. Number of Bedrooms
all that apply)' THIS APPLICATION IS AN: 0
THIS APPLICATION IS FOR(® 0, Initial
Absorption Field 0 Upgrade 11
Septic Tank 11 Renewal
Holding Tank
Privy ❑ 1
Private Well 11
El
Storage
I certify that the above information is correct. 1 further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent
Waiver Fees: _
PermiURush Fees:
p2' fit, Date of Payment:
Date of Payment: (� t
`' I
Receipt Number. I L-) Receipt Number:
(Rev. 11/05)
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Mar 16, 2006
Expiration Date: Mar 16, 2007
Parcel ID: 060-321-24
Permit Number: swo60035
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT H1- Site Address: 18920 ELNORA LANE
Design Engineer: 0003 S & S Engineering
Lot Size: 41096 SO. FT -
owner Name: PHIL AND LINDA NUECHTERLEIN Total Bedrooms: 3 Permit Bedrooms: 3
Owner Address: 18920 ELNORA LANE
EAGLE RIVER. AK 99577 -
This permit is for the construction of: E] Private well C] Water Storage
Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy
All construction must be in accordance with:
1. The attached approved design.
2age Municil Code Chapters 1
All reWas euwater Disposal'Regulat ons (r18AAC72 ) end Drinking Water Reg a ons ( 18AAC80d 15.65 and the tate of Alaska
3 The engineer must notify DSD at least 2 hours prior to each inspection. oPro, Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Suppunder construction during freezing weather
4. From October 15 to April 15, a subsurface soil absorption system
must be either: open and closed on the same day.
B. Covered, sealed, and heated top event freezing.
Received By:
Issued Bt/: !
Date:
31, 7/1 c1
Date: 4aiL_
Municipality of Anchorage
Development Services Department
Building Safety Division`-.4•
On-Site Water and Wastewater Program $*-
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650 �PN�'G11�L
www.muni.org/onsite
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D. 0(00' 3Z1 -Z-q
Property owner(s) r"--*it I L )Nd,1 fd y e e2 ',v Day phone 1' cf z/ - y/1?4
Mailing address f 8100 01002/1 VC, Zip Code
Site address /8 9 Z p E/ NpR n Zip Code
Legal description (Sub'd, Block & Lot) Re,?,V F7 ?c _8j oc k
Legal description (Township, Section & Range)
Lot Size U� 4t,9 Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
0
Septic Tank
P3
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION IS AN:
Initial
❑
Upgrade
❑
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Singfe`Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees: _
Date of Payment: 3/to/01a Date of Payment:
Receipt Number: 7 i 5"O L4 " ' U Receipt Number:
(Rev. 11/05)
' MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
Permit Number: SWO50062
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: May 05, 2005
Expiration Date: May 05, 2006
Parcel ID: 060-321-24
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT HI -A
Design Engineer: 0003 S & S Engineering Site Address: 18920 ELNORA LANE
Owner Name: PHIL AND LINDA NUECHTERLEIN Lot Size: 41096 SQ. FT.
Owner Address: 18920 ELNORA LANE Total Bedrooms: 3 Permit Bedrooms: 3
EAGLE RIVER. AK 99577 -
This permit is for the construction of:
Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
All construction must be In accordance with:
1. The attached approved design.
❑ Private Well ❑ Water Storage
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, seated, and heated to prevent freezing.
Received By.
Date: V4LP5
Issued B i I/t" Date: o
Municipality of Anchorage ,F
Development Services Department
Building Safety Division �' e
On -Site Water and Wastewater Program 5 s r
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. 6 L 0 - 321-24 Permit Number SW
Property
phone _6,11U- Li Imo--' o
Mailing address i gclia art&AA, &L -LL Zip Code
Site address
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size Nt) Nio Acre Sq.FF
THIS APPLICATION IS FOR:
Code q,9599
Number of Bedrooms 3
1 A
Sewer Only Er 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
Si gle Family Dwelling and is in accordance with applicable Municipal Codes.
� � )0aw�
(Signature of property owner or authorized agent)
Permit/Rush Fees: %�� '/� Waiver Fees:
Date of Payment: `3I3D/a� Date of Payment:
Receipt Number: lnJ�,<LJ� Receipt Number:
(Rev. 09/04)
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
�\ Date Issued: May 05, 2004
Expiration Date: May 05, 2005
Permit Number: SW040104 Parcel ID: 060-321-24
Legal Description: BERNARD SUBDIVISION BLOCK 4 LOT Ht -A-
Design Engineer: 0003 S & S Engineering Site Address: 18920 ELNORA LANE
Owner Name: PHIL AND LINDA NUECHTERLEIN Lot Size: 41096 SO. FT.
Owner Address: 18920 ELNORA LANE Total Bedrooms: 3 Permit Bedrooms: 3
EAGLE RIVER, AK 99577 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ 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.
Received By.
Issued By.
Date:
r /,S -/O y
Muuicipality 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.cl.anchorage.ek.us
(907) 343-7904
ON-SITE SEWERMELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
SAI tl
Parcel I.D. o 6 o —321-7-4 Permit Number swQ40104
Property owner(s)lbh,1___4 L.1 N c1A N Ue. c.h*q-P.1 y a Day phone 1,91 A - A 13 (o
Mailing address (1) 1 R9 ?_ 0 r-1 N o R A LANE
Mailing address (2) IF_ A t..LE R\t G Q i ALAS K A Zip Code cl s ��-
Legal description (Lot, Block & Sub'd.) Lai N -L - A . _P'tf5 ck A- S 6 R M Att n,_ Qt
Legal description (Section, Township & Range)
Lot Size �i1 r4erea %Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms 3
Sewer Only 19 Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hol Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above Information is correct. 1 further certify that this application is being made for a
Single Family Dwelling and Is In accordance with applicable Municipal Codes.
V2,
4 1 8 S ENGINEERING
77034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
(Signature of properly owner or authorized agent)
Permit Fees: / -LI G 0 . Waiver Fees:
Dale of Payment: �l �l `7 �o'r Dale of Payment:
Receipt Number: S o f O Receipt Number:
(Rev. 12/00)
April 13, 2004
ROBERT C. COWAN P.E.
CMLENGINEERS
(907)694-2979
FAX(907)694-1211
IEALTMAU/gHTY
MUNICIPALITY OF ANCHORAGE
APPROVALS
Development Services Department
P.O. Box 196650
Anchorage, AK. 99519
SEWERBWATER
ANSI ExTENSKKB
REFERENCE: Lot H1 -A, Block 4, Bernard S/D
SEWERSWAtER
It is requested that you issue a permit to install a septic system to serve the proposed
SISPECDCN
three bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test was performed. The approximate location
A DREP °N°S
of the test hole is located on the attached site plan. At the time of excavation 5/16/90 water
was found at 7 feet. Atter ground water monitoring the test hole was found to have water
at 5 feet 2 inches on 5/23/90. The monitoring tube was found to be dry on 4/7/04.
VIEUINSCTIM
T ST
Properties in the area are served by a community water system. There are no wells within
200 feet of the proposed septic system.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
SITE PLANS
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
90ADCESfGN
properties.
If you require additional information, please contact us.
SCIIMT
Sincerely,
TTEESr�`AR0"
Robert C. Cowan, P.E.
RCC/jhm
Enclosure
STRLCTUAL&
MCNMOCAL
NSPEC ONS
CNSRE
WASTEWATER
OtSKSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577
SITE PLAN DESIGN 1" = 60'
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PERF(
LEGAI
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
TEST RUN BETWEEN T A AFT
ENGINEERING
PERFORMED BY: (y,FJ(laslca 99577 I CERTIFY THAT jHl EST AS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I FFE ON THIS DATE. DATE:
72-M (Rev. 4.85)
S&
ROBERT C. COWAN, P.E.
CIVILENGINEERS
(907)6942979
FAX (907) 6941211
ON-SITE WASTEWATER DISPOSAL SYSTEM
HEAUHANHOFM
CONSTRUCTION PRACTICES
A'PROVAT'
and
MATERIAL SPECIFICATIONS
SEWER A WATER
,
MANEJ(TENSIOPB
'
REFERENCE: Lot H1 -A, Block 4, Bernard Subdivision
April 9, 2004
SEWERaWATER
HSPECTION
GENERAL:
1. The scope of this project includes the installation of a 1000 gallon Premier
polyethylene septic tank and 3 new trenchr to serve the proposed three
ENGINEERINGANDREFORTS""
bedroom residence located on the referenced property.
2. Construction shall be in accordance with the approved site plan and design
Municipal permit with any special provisions or conditions, and all
wmpepEdrawings,
'
aiFLOW
applicable State and Municipal Wastewater Disposal Regulations.
3. The contractor shall be responsible for obtaining any necessary underground
utility locates.
SITE PU4b
4. Unless specifically agreed otherwise, the property owner shall be responsible
for final grading areas subsequently depressed from soil settling.
ROAVDESIGN
5. Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing
SOLTEST
their own systems must also receive prior approval from the Municipal Health
Department.
PERCOLATION
SEPTIC TANK INSTALLATION:
TEST
1. A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
aTRucTuw a
MCNANIM
INSI'EDTIONS
2. The septic tank shall be sufficiently bedded to prevent settling or shifting of
the tank.
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP 0 SURE 204 • EAGLE RIVER ALASKA 99577
Page 2
Lot H7 -A, Block 4, Bernard Subdivision
April 9, 2004
3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
4. Septic tanks installed with less than 4 ft. of cover shall be insulated.
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 ft. from the tank. The first cleanout, in line,
shall be to clean toward the leachfield. The second cleanout 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.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
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 sidewalis of the excavation become
smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock)
placement.
2. Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
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. Monitor tubes shall be of 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 (24) 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.
Page 3
Lot HI -A, Block 4, Bernard Subdivision
April 9, 2004
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron
Yes
Yes
ASTM D3034 (PVC)
Yes
Yes
ASTM F810 (HDPE)
Yes
No
ASTM D2662 (ABS)
Yes
Yes
Use of a type of pipe other than listed above must be approved by the inspecting engineer.
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, Femco, 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 3%
passing the #200 sieve.
7. When sand is being used as a filter material, its gradation specifications must conform to
current M.O.A. or D.E.C. requirements, which ever requirement applies.
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of the
wastewater disposal system. These inspections will occur as follows:
Page 4
Lot HI -A, Block 4, Bemard Subdivision
April 9, 2004
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 silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of 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. Thus, 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 contractors activities.
The owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be
the owner's representative and will inspect the work as stated above to document the contractors
activities. Final acceptance of the contractors work rests with the owner and the M.O.A.
S & S Engineering 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. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
Municipality of Anchorage
Development Services Department
• +r Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 s e T
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: S b S ENGINEERING
Legal description: BERNARD SUBDIVISION BLOCK 4 LOT H3 -A
c
The attached paperwork has been reviewed and is being returned for the following reasons:
X
❑ Original signature or stamp missing on
❑ Calculation error in design.
❑ Additional soils information needed.
V� ❑ Water monitoring results inadequate.
�1 ❑ Discrepancy in information submitted.
�^ ❑ Topographic information missing or inadequate. _
❑ Incomplete; missing _
ti ❑ Incomplete; missing
❑ Additional adequacy test information needed. _
❑ Water sample unacceptable.
❑ Measured/proposed distances/dimensions missing.
Ji ❑ Locations of all soils, percolation and water monitoring tests not shown. _
® Proposed system too deep for soils information submitted. WATER MONITOR ON 5/23/90
MUST TAKE PRESIDENCE THUS TOTAL DEPTH OF SYSTEM CAN ONLY BE 1 FOOT THUS
1 FOOT SAND FILTER NEEDED UNDER SEWER ROCK
❑ Well log required.
❑ Omission in narrative. _
❑ Insufficient fill over tank or field._
❑ Other. _
Name of reviewer: DAN Date: 4/22/04
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK