HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1H LT 28ARabbit Creek
View Heights
Block 1 H
Lot 28A
#020-551-07
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP211398
Work Type: Septic Renewal
Effective Date:
Expiration Date
Tax Code Number: 02055107000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1H LT 28A G:3340
Site Mailing Address: 7801 MARINO DR, Anchorage
Owner: TATALIAS BRIDGET S & TODD N
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
t»cnt ,
� n
1
Department
9/20/2021
9/20/2022
Lot Size in Sq Ft: 21243
Total Bedrooms: 4
❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: %
Issued By: (/V
Date:
Date:
n ,1
Q'\
r�rf�r'r �
Development Services Department / Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 02055107000
Property owner(s) Todd Tatalias
Mailing address 7801 Marino Dr
Site address 7801 Marino Dr
Day phone
Legal description (Sub'd., Block & Lot) RCVH 131 H L28A
Legal description (Township, Range & Section)
Lot Size 21243 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Receipt Number: Q 5 8 g yG
Receipt Number:
Permit No. 11)_5 f?Z 1 1390
Absorption Field
0
Initial ❑
Single Family (SF) ❑
(w/wo ADU)
Septic Tank
Q
Upgrade ❑
Duplex (D) ❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Waiver Fees:
Date of Payment: -1/15 )'0 21
Date of Payment:
Receipt Number: Q 5 8 g yG
Receipt Number:
Permit No. 11)_5 f?Z 1 1390
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
DATE: 9/14/21
Subject: Expired On -Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP201101
Legal Description: RCVH BIH L28A
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
Z� —_
Steven R. Pannone, PE, F. ASCE
Owner/Civil Engineer
P.C. Box 1.807, P h'ner, AK 996"5-1807
Telepl?on.e: (9,0711 7'i_5,-8200 Fl -,^,,X: (907; 7'-5-820s.
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201101
Work Type: Septic Renewal
Tax Code Number: 02055107000
Effective Date
Expiration Date
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1 H LT 28A G:3340
Site Mailing Address: 7801 MARINO DR, Anchorage
Owner: TATALIAS BRIDGET S & TODD N
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Cnr
Department
5/11/2020
5/11/2021
Lot Size in Sq Ft: 21243
Total Bedrooms: 4
❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By:
Issued By
Date:
Date: l
MUNICIPAUTY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section s Fax: 907-343-7997
_-�8MED
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 020-551-07
Property owner(s) Todd Tatalias
Mailing address 7801 Marino Dr
Site address 7801 Marino Dr.
Anchorage, AK, 99516
Day phone
Legal description (Sub'd., Block & Lot) Rabbit Creek View and Heights 131 H L28A
Legal description (Township, Range & Section)
Lot Size 21243 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
(N all that apply)
Absorption Field
❑
Initial ❑
Septic Tank
❑
Upgrade 0
Holding Tank
❑
Renewal Q
Privy
❑
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
TYPE OF DWELLING:
Single Family (SF)
I (w/wo ADU)
Duplex (D)
Multiple Dwellings
(SF and/or D)
I�
i
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
nature of property owner or authorized agent)
Permit/Rush Fees: IY57/CU.T 3•,7Waiver Fees:
Date of Payment: 45laV
7�26 Date of Payment:
Receipt Number: 69U16 Receipt Number:
Permit No. 05P26 110/ Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
COVID-1 9
252o' DISCOUNT APPLIED
101
i
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201101, Deb Wockenfuss, 05/11/20
MUNICIPALITY OF ANCHORAGE
, On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 r,
/ http://m"v.muni.org/onsite -;
I)c.I;t1-till't1t
On -Site Wastewater Disposal System Permit
Permit Number: OSP191002 Effective Date: 1/7/2019
Work Type: Septic Renewal Expiration Date: 1/7/2020
Tax Code Number: 02055107000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1 H LT 28A G:3340
Site Mailing Address: 7801 MARINO DR, Anchorage
Owner: TATALIAS BRIDGET S & TODD N Lot Size in Sq Ft: 21243
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
LSI Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April. 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date:
Issued By: 1'{ r J -' ,-,F, _ - _- Date:
rytha
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-551-07
Property owner(s) Todd & Bridget Tatalias
Mailing address 7801 Marino Drive, Anchorage, AK 99516
Site address 7801 Marino Drive
Day phone
Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights, Block 1 H, Lot 28A
Legal description (Township, Range & Section)
Lot Size 21,243 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑X Initial ❑
Single Family (SF) ❑X
Septic Tank ❑ Upgrade X
pg ❑
(w/wo AD U)
Holding Tank ❑ Renewal RXDuplex
❑
(D)
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: !q5.
Date of Payment: /,IU1I9
Receipt Number: A
Permit No. d s / q l rJ a
l LIS . 6v ,�c�a( 2L"ar
Permit App__-
i� �S,ao,�G�•c_.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191002, Deb Wockenfuss, 01/07/19
,,c,pA 'rr MUNICIPALITY OF ANCHORAGE
On-Site Water &Wastewater Program 01 S��
r \ PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
,` http://www.muni.org/onsite
X111 r
/1I c pai rincnt
�NCHON p�E
On-Site Wastewater Disposal System Permit
Permit Number: OSP171328 Effective Date: 10/23/2017
Work Type: Septic Upgrade Expiration Date: 10/23/2018
Tax Code Number: 02055107000
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1H LT 28A G:3340
Site Mailing Address: 7801 MARINO DR, Anchorage
Owner: TATALIAS BRIDGET S & TODD N Lot Size in Sq Ft: 21243
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By. �.�..1 / \-1 ;firt
� Date: in 2?,
I '
Issued By: / )C 1 I Date: / 0/1 3/7
f
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone,l907-343-7904'
Development Services Division Fax: 907-343-7997 `
On-Site Water & Wastewater Program ,
la' OCT 1 9 203
ON-SITE SEWER/WELL PERMIT APPLICATION 2 ; t'Jptn•ti
Parcel I.D. 020-551-07n� V.
6 °?.�
Property owner(s) Todd & Bridget Tatalias Day phone
Mailing address 7801 Marino Drive, Anchorage, AK 99516
Site address 7801 Marino Drive
Legal description (Sub'd.. Block & Lot) Rabbit Creek View & Heights, Block 1H, Lot 28A
Legal description (Township, Range & Section)
Lot Size 21,243 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(El all that apply)
Absorption Field [Xl Initial Single Family (SF) X
(w/wo ADU)
Septic Tank I I Upgrade I XI Duplex (D) ❑
Holding Tank ( I Renewal ❑
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Use of ERS Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature o p perty owner or authorized agent)
Permit/Rush Fees: Waiver Fees: al5
Date of Payment: /C)/tQ/n" Date of Payment: /0/19/Cl
Receipt Number 09(11) Receipt Number D (1-7-5-
Permit
, SPermit No. OSP i'- /.5 ,5) Waiver No 'Ott/11-082-
Permit
Jt/11- 092-.Permit App_:-'• :L.,C
Pannone Engineering Services ac
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
October 19, 2017
Subject: Rabbit Creek View & Heights, Block 1H, Lot 28A
Septic System Permit Request
Design Narrative
This is a design narrative for a permit to install a septic system to be issued for this property. The
proposed system.will serve an existing four (4) bedroom house. Currently the lot is developed. The
system will utilize an existing 1500g advantex tank with an AX20 pod and a proposed drain field. This lot
and the surrounding lots are served by private wells. There are no wells within 100' of the proposed
septic system.
1. Soils. One test hole was performed in the area of this system by Aecs in 1984. Ground water was not
observed to a depth of 0.8' below the surface in the test hole monitor tube. Bedrock was not
encountered in the test hole to 14.5'. One test hole was performed in the area of this system by PES in
July of 2010, and groundwater was monitored fo rat least seven days. Bedrock was encountered in
the test hole at 0.8' in July of 2010. The percolation rate was found to be 3.42 minutes per inch in this
hoel. Based on the results of the percolation tests and overall soils appearance; an ERS system will be
used. See waiver request.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography on the lot generally slopes from south to north, with a
slope of approximately 10% in the area of the drain field, with a steeper field uphill of the field. There are
no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50'
separation all steep slopes.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that
the review is complete and that there are no further comments is received from MoA On-Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Pannone Engineering Services ac
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
October 10, 2017
Subject: Rabbit Creek View and Heights, Block 1H, Lot 28A
ERS Waiver Request
1. Waiver Request for use of Engineered Receiving Soil (ERS). I am requesting a waiver to the 1992 Code to
use the proposed Code Update Section of Engineered Receiving Soils (ERS). Below I will detail my request
justifying the use of ERS:
a. Two test hole were excavated in the vicinity, one by PES in July 2010 and one by Jerry Hart in 1984. The
soils logs are attached. Ground water was found at 0.8' in July of 2010.
b. This design proposes to use MoA Type II. This interface will be approximately 4 feet in depth and will be
compacted to approximately 80 percent to allow free flow of the effluent through it into the native soil
using MoA Waste Water Code application rates. The infiltration area of the interface between the ERS
and the in-situ soil was based on the 31-60 minutes per inch percolation rate of the in-situ receiving soil.
A two foot thick filter sand layer will be placed over the MoA Type II material to act as an interface
between the SAS and ERS.
c. The SAS is sized assuming a percolation rate of the ERS soil, assumed 6-15 MPI, which gives an
application rate of 5 GPDSF.
d. The system will protrude above the ground surface.The cover of the system will produce a mound,
which will have at a minimum, three to one side slopes and six inches of organically rich soil to promote
the growth of vegetation.The mound will be vegetated.
e. Shallow Ground water was observed in the test hole. Steps need to be taken to protect this shallow
ground water from contamination with sewage effluent. These steps include the use of advanced
wastewater treatment system to ensure a high quality effluent and maintaining at least four feet of
vertical separation from the highest ground water and the bottom of the drain field (our design is calling
for 4 feet vertical separation.)
f. Supplemental test holes are not necessary due to the vertical, not horizontal conveyance of effluent.
The proposed installation will not affect the future development of this or the surrounding lots.
Sincerely,
...a.a■aa��
.41.4-c ;9F ALik
ID
311,
•15% Steven R.Pannone :
�•
• .'• 814 r. ��j� i
ai
aaNaaa
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
1 1
VACANT LOT
fIe 'P 10' UTILITY EASEMENT I
1
PRIMARY DRAIN FIELD (P) I 20' ELECTRIC EASEMENT
25LF x 5'W x 0.5'ED x t..1,21117 .
WITH 2.0' SAND AND
40LF x 15.0'W x ±3.0--4.0' ERS1vJ'•'.--
�1
INSTALL MONITOR TUBE AND "1 ,,,,,CLEAN OUT AT EACH END + .
SEE SECTION ,
APPROXIMATE LIMITSo, \ R
OF MOUND § '-
15008 AOVANTEX TANK
It SEPTIC AREA (E)
WITH AX20 POD (E) � Y .'TO REMAINSQ
PES I
TH-1
•
VACANT LOT 28--- AECS TH7 JSD so SST2D SD SD LLL
REMOVE ANY PART OF EXISTING FIELD ;
WITHIN 10' OF DRAIN FIELD (P)' `CURTAIN DRAIN (E)
14\---1 bA --------- .
\ 4BR \
I
IHOUSE If
/ I (E) \
1 . 1
1 L WELL (E) MARINO DRIVE l
l /
\ \ *CONTOUR INTERVAL: 4'
1-1
\� \ LEGEND
W— WATER LINE/
` WWF_ W __Y_W' WELL RADIUS
SS NEW SEPTIC
PANNONE ENG SVC, LLC '"��
NOTES: - _�OFA \\i Dote
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, A99510 �� �:4s1ki y0/20/2017
PHONE (907) 272-8218 FAX (907) 272-8211 r�g)p �c� y+0 Scale
-- ,,r• •• Th '4)N, ,t�/ 1"=50'
01, ��0••• \ ••• " 0 NO
RABBIT CREEK VIEW & HEIGHTS B1H LOT 28A -�+ P.I.D..I. ss1-o7
Steven R. Ponnorae / PERMIT NO.
TODD & BRIDGET TATALIAS , CE 8149 .e
c� 4 0SP171328
7801 MARINO DR. r+ �,r. .
PLAN ANCHORAGE, AK 99516 !i1\tDFROFTs9= � Sheet1 OF 3
MOUND TO CREATE MIN 3' OF COVER
OR INSTALL RIGID INSULATION
FILTER FABRIC TOP OF MOUND
BED PIPE IN DRAIN ROCK OVER EXISTING BED
4"DRAIN PIPE ---_ -7
I DRAIN ROCK .-- -- - /'/
TOPSOIL AND
VEGETATE(TYP) illa F
3(TYP) �.� 11-
..„4.....
I ��
f 2' SAND ��� 4
'- _ ' Q REMOVE ANY PART OF
•of - pe S• EXISTING SYSTEM
�t2.0' WITHIN 10 OF DRAIN FIELD(P)
ORIGINAL GRADE REMOVE ORGANICS
APPROXIMATE LOCATION
1 5.0 OF PREVIOUSLY ABANDONED
DRAIN FIELD
C 3
SECTION
ABBREVIATIONS
CU COPPER
DESIGN PARAMETERS DIP DUCTILE IRON PIPE
UPGRADE SEPTIC SYSTEM TH TEST HOLE
NO. BEDROOM: 4 (600 gpd) FC FOUNDATION CLEAN OUT
TANK SIZE: 1500g ADVANTEX T# TANK CLEAN OUT NO.
W/ AX20 POD DESIGN PARAMETERS C# CLEAN OUT NO.
PERC RATE: 6-15 MPI ERS - IN-SITU INTERFACE M# MONITOR TUBE NO.
SOIL RATING: 5 GPO/SF NO. BEDROOM: 4 (600 gpd) R.I. RIGID INSULATION
AREA RQD: 120 SF PERC RATE: 31-60 MPI DCO DOUBLE CLEAN OUT
SYS. TYPE: WIDE TRENCH 0.5'ED SOIL RATING: 2 GPD/SF DV DIVERTER VALVE
MIN LENGTH: 24 LF AREA RQD: 300 SF FS FLOW SPLITTER
fiLeTDDoff/` USE: BFG BELOW FINISH GRADE
USE:
25 LF X 5 WIDE, 0.5' E.D., 40 LF X 15.0' WIDE OG ORIGINAL GRADE
TOTAL AREA: 125 SF 5.1"-- TOTAL AREA: 600 sr FG FINISH GRADE
PANNONE �T LLC
TS&V TOPSOIL & VEGETATE
NOTES: PANNONE ENG SVC, LLC ���\`\\\ Date
OFA �\
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 't�• LgS1�+ 10/20/2017
PHONE (907) 272-8218 FAX (907) 272-8211 %cq�'• �,_•.'t.tt Scale
*. , . 0,1 * 4 NTS
`.214�‘ P.I.D. NO
420-551-07
RABBIT CREEK VIEW & HEIGHTS BIH LOT 28A Steven R. I5onnorae / PERMIT NO.
TODD & BRIDGET TATALIAS i0 -9;• CE 8149 •,„.‘:-, ow OSP171328
7801 MARINO DR. tt 0�'• . , �
SOILS LOG ANCHORAGE, AK 99516 'lku,..AROFE 00`4 Sheet 3
�\\\.��-
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
2. SCOPE OF WORK: SOIL ABSORPTION SYSTEM. REMOVE EXISTING SYSTEM AS NECESSARY.
S. GROUNDWATER WAS ENCOUNTERED AT DEPTH OF 0.8 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST
HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 FOOT BELOW EXISTING
GRADE NOTIFY THE ENGINEER IMMEDIATELY.
4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC
LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED
SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND
LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE
CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN.
9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER.
THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK
ELEVATIONS.
10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION,
TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING.
11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE
PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER
(OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE
CONTRACTOR.
12. THE CONTRACTOR SHALL SIGN THE FOLLOWING:
I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE
ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS
CONSTRUCTED.
CONTRACTOR: .
BY: . TITLE:
DATE:
NOTES: PANNONE
x Dote
FOR CONSTRUCTION PANNENG SVC. L =C+IC
dF AL `1 10/20/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 '� qS �
PHONE (907) 272-8218 FAX (907) 272-8211 %t ' � . .r T Scale
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004••• ••• P.I.D. NO
RABBIT CREEK VIEW & HEIGHTS B1H LOT 28A �� 020-551-07
Steven R. •onnorae Al PERMIT NO.
TODD & BRIDGET TATALIAS �� CE 8149 OSP171328
7801 MARINO DR. +,cry,,�' , •
Sheet
3
SOILS LOG ANCHORAGE, AK 99516 ,FROFES51 � �
�ANIV .4614." 3 OF
Municipality of Anchorage e`
Development Services Department
Building Safety Division a>
On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 5
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW100029 PID Number: 020-551-07
"ate
Wastewater System: ElNew ® Upgrade
vi
Address:
7801 Marino riv
ABSORPTION FIELD
Phone: Number of Bedrooms(907) 242-64R3 4 :
❑ Deep Trench 0 Shallow Trench 0 Bed 0 Mound 0 Other:
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
1 GPD/Ft'
4 Ft.
Block: Lot: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
1H 28A Rabbit Creek Heights
3.5 Ft.
0.5 Ft,
Township: Range: Section:
Pill added above original gratle:
Gravel Length:
0 Ft.
30.0 Ft.
Well: ❑ New ElUpgrade
Gravel width:
Number of lines:
Distance between linea:
20.0 Ft.
4
5 Pt
Classification (Private, A, B, C):
Total Depth:
Cased to:
Taal absorption area:
Pipe Material:
Class C
Ft.
Ft.
600 FST
3034 PVC
Driller:
Date Drilled:
Static Water Level:
Installer:
Date Installed:
Ft.
A+ NOME SVC
719/2010
Yield :
Pump Setat
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION DISTANCES
❑ Septic ❑ Holding ® S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
ublic/Private
Manufacturer
Cap.hy:
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank
1500 Gal.
Well
157.3'
154.1'
167.3'
200+
Material:
Steel
Number of Compartments:
2
Sun.. Water
100+
100+
100+
-
LIFT STATION
Lot Ure
28.8'
23.6'
31.4'
Size:
250 Gat,
Manufacturer:
Oranco/Anchorage Tank
Foundation
69.03'
61.1'
79.1'
.Pump on" level at:
'Pump off' level st:
High water alarm at:
+40 in.
+36 in.
+45 in.
12,0'
y®.®'
2
2�.®'
Pump Make & Model
Electrical Inspectors performed by:
Curtain Drain
P3005.1
Ed's Electric Inc.
Remarks:
EXISTING FIELD &TANK ABANDONED PER CODE
BENCH MARK
Location and Description:
Door Jam
Assumed Elevation:
100.0 Ft.
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1' 7/812010
�W��++++■pee
OF 44', ecce
2nd 7/912010
Development Services Department Approval
..
461 -4
AV49H,0.
Conditional Approval Date:
TH
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10
1e�'Steven�•R. Pannone, i
No, CE 8149
ID jr
Reviewed and approved by: Date:`e..F
CO
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B
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76.6
72.1
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84.2
80.5
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78.2
81.8
C3
74.2
77.9
C4
68.8
72.6
C5
64.0
67.9
Mt
80.0
79.2
M2
65.4
66.9
EXIST'G FIELD iN PACE
i
,
REMOVED 2QX30 AREA---, I AREA UNDEVELOPED
ABOVE EXIST'G FIELD: JNSTALL NO WELLS OR SEPTICS
L,
NEW GRAVEL & PIPE. �_'..._--
------------.-------------�--
EXISTING TANK -T E 36.8 --
-_......,_..... ABANDONED l — PES TH1------------------
PER CODE y�,, r --
NEW 1500 S1€? 4 I M1 , 23. 6
TANK W/ADVANTEX ,.-2 EXI
AX20 POD I V,._ C3 SEP
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EXIST'G SEPTIC ......�
ANK. ABANDON I
"PER. CODE I
AREA UNDFVELOPEO ' I
NO WELLS OR SEPTICS
FIST'G"CLASS C�
WELL
NOTE: 2:1 CUT SLOPE
TO DRIVEWAY.
EXIST'G
SEPTIC
MARIN
EXIST'G
NOTES: ����\ \ Dote
PANN®NE ENG SVC, LLC � OFA \ l
P.O. BOX100217 ANCHORAGE, ) 99510 i ( .•." ' �,qS,\i+ 7/26/10
RECORD DRAWING PHONE (907 272-8218 FAX 907 272-8211 /�g�p 1f- 0i Scale
RABBIT CREEK HTS BLK 1H LT 28A % P.I.D. NO
......
DAVID STEVENS / 20-551-0
Steven R. Pannone' / PERMIT NO.
7801 MARINO DRIVE �09•. CE 8149
ANCHORAGE, AK 99519 llFo��er� sn e00029
PLAN (907) 24 o
2-6483 1\\ S � 2 OF 5
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NOTES: ����\ \ Dote
PANN®NE ENG SVC, LLC � OFA \ l
P.O. BOX100217 ANCHORAGE, ) 99510 i ( .•." ' �,qS,\i+ 7/26/10
RECORD DRAWING PHONE (907 272-8218 FAX 907 272-8211 /�g�p 1f- 0i Scale
RABBIT CREEK HTS BLK 1H LT 28A % P.I.D. NO
......
DAVID STEVENS / 20-551-0
Steven R. Pannone' / PERMIT NO.
7801 MARINO DRIVE �09•. CE 8149
ANCHORAGE, AK 99519 llFo��er� sn e00029
PLAN (907) 24 o
2-6483 1\\ S � 2 OF 5
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ABAN00N EXISTING FIELD IN PLACE
- IN GROUND WATER
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SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON—SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: 4 BR HOUSE UPGRADE SEPTIC SYSTEM, 1500g S.T.E.P. TANK, AX20 TREATMENT POD, RECONSTRUCT
BED 30 LF X 20' W X 0.5' E.D. X 10' T.D. REMOVE CONTAMINATED INSITUE SOILS AND REPLACE WITH FILTER SAND AS
NECESSARY.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE
INFORMATION ABOVE 10 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14
FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH
COMPACTED CLEAN EARTH MATERIAL.
4" JIA
4" PUMP
SLIDE SECTION
OF 6" PIPE
OVER THIS CONNECTION
TO PROVIDE
SHEER PROTECTION—
EXTEND TO
BRIDGE EXCAVATION
DESIGN PARAMETERS
UPGRADE SEPTIC SYSTEM
NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 1,500 g S.T.E.P.
W/AX 20 TRTMT POD
PERC RATE = 35 mpi (1GPD/SF)
AREA ROD: 600 SF
SYS. TYPE:BED
30 LF X 20' W X 0.5 ED, 10' T.D.
TOTAL AREA = 600 SF
2EA.
ADVANTEX
ABBREVIATIONS
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R. 1.
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
DV
DIVERTER VALVE
FS
FLOW SPLITTER
N.I.C.
XIUW
PUMI
BASH
PASSIVE
LEGEND
wvw WATER LINE/
WELL RADIUS
—
as — as — EXIST'G SEPTIC
as — as — NEW SEPTIC
—0 CHAINLINK FENCE
NOTES:
PAMONE ENG SVC, LLC.►'SOF
P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
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• • teveri 1�RIVE. 15anone /
I`++cys., CE 8149 r
i
,liDyP
Date
7/26/10
RECORD DRAWING
wale
NTS
P.I.D. NO
20-551-0
PERMIT NO.
swl000zs
RABBIT
RABBIT CREEK HTS BLK 1H LT 28A
DAVID STEVENS
7801 INOKD9 519
ANCHORAGE,
(907) 242-6483
DESIGN NOTES
sheet
5 OF 5
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
Upgrade
7-7-/0 x1/1:3D
Date Issued: Apr 08, 2010
Expiration Date: Apr 08, 2011
Permit Number: SW100029 Parcel ID: 020-551-07
Legal Description: RABBIT CREEK HEIGHTS BLK 1 H LT 28A
Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 7801 MARINO DR
Owner Name: DAVID STEVENS Lot Size: 21243 SQ. FT.
Owner Address: PO BOX 113242 Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, A 99511 -
This permit is for the construction of:
Disposal Field MSeptic Tank ❑ Holding Tank ❑ Privy 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.
0�/g /d C0 rf vases 4)4 dP6K h-4 e1d.
Received B
Issued B
By
Date: ��r
By I Date:
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. 020.551.07
Property owner(s) David Stevens Day phone 242.6483
Mailing addressP.O. Box 113242, Anchorage AK Zip Code 99511
Site address 7801 Marino Drive Zip Code 99516
Legal description (Sub'd., Block & Lot) Rabbit Creek Hits, B1 H, Lot 28A
Legal description (Township, Range & Section)
Lot Size 21,243 Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
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
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Pannone
(Signature of property owner or authorized agent)
Permit/Rush Fees: �Cjo
Date of Payment: Ll b A D
Receipt Number: 061 S_3tJ
(Rev. 11105)
Waiver Fees:
Date of Payment:
Receipt Number:
Ivi unicipanty ua fincnurage
ONSITE WATER & WASTEWATER PROGRAM
CHANGE ORDER
PERMIT # SW100029
PID 020-551-07
SUBD Rabbit Creek Heights TRACT BLOCK 1H LOT 28A
CONTACT PERSON Steven R. Pannone PHONE
PLEASE GIVE A DESCRIPTION OF THE CHANGE Existing field was found to be in ground water. We raised the field to
six feet above the ground water level and leveled the around. Existinq field will be abandoned in place in the around water.
New field will be at least six feet above the existing field and will not cause effluent to daylight. Bank will be sloped at 4:1 to
prevent daylighting of effluent. We performed a percolation test at the bottom of the field. It was measured to be 3.5 minutes
per inch. The field is sized for a percolation rate of 35 minutes per inch. The use of a class III system is still In the design.
Approving this change order will not affect the operation of the septic system or affect the health of the public.
Q
CUSTOMER SIGNATURE---�J
On -Site / Comments Review
Reviewer// Issued Time
l/ (date) (hours)
APPROVED (date) Z6,& TOTAL HOURS 01 �
HOURLY RATE $130
TOTAL TO BE PAID
DATE PAID 7-/ 6 - /o
RECEIPT # V = l 6 b
Pannone Engineering Services, LLC P.O. sox 100217
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8211 Fax
April 2, 2010
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Rabbit Creek Heights S/D, Block 1H Lot 28A
Septic System Permit Upgrade Request
Conditional COSA Request
Ladies and Gentlemen:
I am writing to request a permit to construct an upgraded septic system be issued for this property as well as
the issuance of a conditional COSA for an upcoming sale. The proposed systems will serve an existing four-
bedroom house. Currently the lot is developed. The lot is served by a community water supply. The existing
septic system shall be modified and reused. The west 600 sf will be removed and reconstructed.
Contaminated native soil will be removed as required and replaced with filter sand. The middle ten feet will
be removed and replaced with native fill to create a buffer between the new primary and new reserve field.
The surrounding developed lots are served by private water systems and community water system. The
private wells are located over 100 feet from the proposed soil absorption system. The community well is
located over 150 feet from the proposed upgrade.
1. COSA. The Owner is in the process of selling this property. The existing system was located and
inspected. The system was tested for operation and was found that it could not accept the required 150
gallons per bedroom per day (600 gpd). The system is able to absorb approximately 10 gallons per day. The
intent is to install an upgraded septic system in the spring of 2010 by August. The septic tank and drain field
will be pumped approximately every two weeks to keep the sewage from day -lighting on the ground. Funds
for the pumping and installation of the new tank and field will be escrowed at the time of the sale.
2. Soils. A single test hole was excavated by Pannone Engineering Service in March of 2010. See the
soil log attached. Leroy Reid also performed a soils test in 1984. PES found the soils to be similar to Mr
Reid's. A curtain drain is installed uphill of the system and appears to be working. Ground water was
monitored for seven days. No ground water was monitored to a depth of 10 feet below ground level after the
monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the
percolation tests and overall soils appearance; an application rate of 1.0 gallons/day/square feet should be
used, using an advanced wastewater treatment system.
3. Soil Absorption System Design.
a. Percolation Rate:
b. Application Rate:
c. Design Flow:
d. Min. Absorption Area:
e. Total Depth:
f. Effective Depth:
g. Width:
30 to 60 Min Per Inch
1.0 gpd/sf
600 gallons per day
600 sf
5-10 feet
0.5 feet
20 feet
Page 2 of 2
h. Minimum Length: 30 feet
i. Effective Absorption Area: 600 sf
j. Septic Tank Size: 1,500 g S.T.E.P. W/AX20 Pod
4. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the
existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water
and drainage ditches.
5. Topography: The average topography in the area of the proposed septic system is approximately 8
percent based on the survey information. The proposed upgrade is located on top of a knoll on the lot. The
proposed installation will be greater than 30 feet from the shoulder of the steep slopes.
6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification
that the review is complete and that there are no further comments is received from MoA On -Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone
CE 8149
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
W:\PES Work Files\Letters\Rabbit Creek Heights BIH L28A_001.doc
Steve Pannone
From:
Steve Pannone [steve@panengak.comj
Sent:
Tuesday, March 30, 2010 4:15 PM
To:
'jesmith@jemsrealestate.com'
Cc:
aplus@gci.net; 'ttatalias@e-sm.com'
Subject:
7801 Marino Drive
Jo Ellen,
I am writing to document my findings of my soils investigation on this date at the above referenced property. I
was authorized by the Owners David Stevens to excavate a single test hole to determine the suitability of the
soils for an upgrade system. I contacted Mike Blakslee with A+ Home Services and he mobilized his Cat 420
Backhoe to the property. Below is a summary of my investigation.
We excavated the first test hole at the western end and north of the of the existing drain field. The excavation
only went five feet deep. We encountered three feet of peat with a gray silty gravel below. The edge of the
existing drain field was encountered at four feet. We stopped and moved east so our test hole would not be
influenced by the existing field.
The second test hole was excavated approximately 15 feet south of the north property line. We encountered one
and a half feet of peat, with gray silty gravel underlying it to a depth of four feet. A brown poorly graded gravel
to silty gravel was encountered from four feet below ground level to 10 feet below ground level. This is the soil
that the original engineer encountered that had a percolation rate of 35 minutes per inch. No ground water was
encountered. We installed a monitor tube in the excavation to log the ground water depth.
The soils encountered are suitable for an advanced wastewater system. I contacted the MoA and discussed the
situation with Ms. Debbie Wockenfuss. We come to a consensus that the best option for this property is as
follows:
• Abandon the existing septic tank in place per code.
• Install a new Advantex wastewater treatment system (1500 G tank, AX20 Pod, NO auxiliary pump
vault.
• Reconstruct the western 20 feet of the existing drain field by removing the biomatted gravel and
underlying native soil, installing a 12 inch sand layer, and the constructing a new 600 sf (30' by 20')
drain field. The contractor will have the option to use either sewer drain rock or HDPE bio -diffusers as
the drain field material. (I am adding this as a possible cost savings option without loss of quality.)
• The remaining portion of the drain field will be re -plumbed and reused at a later date.
• The two drain fields will be separated by a new diverter valve between the new treatment system and the
two drain fields.
• When all is complete, the property will have two drain fields and a new treatment system.
Per my proposal letter, we are able to proceed with obtaining a conditional COSA for the sale of the property.
The Owners will need to sign the contract authorizing me to proceed with the design and obtaining the
Conditional COSA.
Please feel free me contact me if you have any questions.
Steven R. Pannone, P.E.
Pannone Engineering Services, LLC
(907) 272-8218 Office
REMOVE 20X30 AREA
EXIST'G FIELd: INSTALL
NEW GRAVEL &'RIPE.
NSTALL DV & DCO
TYP BOTH LINES
NEW 1500 ST€P,
TANK W/ADVANTEX
AX20 POD -
i/EXIST'G SEPTIC
TANK. ABANDON
P€R CODE
AREA UNDEVELOPED - --.-.-
NO WELLS OR SEPTICS
--...1..2,20_._.
DOTE �Z:-1.._CUT_.SLOPE
TO DRIVEW,�Y:
ABANDON
1N PLACE
AREA UNDEVELOPED
NO -WELLS OR SEPTICS
TH 1
-S
— pErc --------------------
EX
SE S E
— AF
AE[S TH EXIST'G
SEPTIC
16 .7 EXIST`
DRAIN,
AND R
--------- � _..._ EXIST'G
LL
MARIN
EXIST'G CU LAIN
DRAIN. MAINTAIN -20'
FROM SYSTEM.
,MX 10_'TD
TO BE MOD FIED
NOTES: PAl�ileiON L'AT!"! CSC C, T T !'� Dote
L'SL`!1`I 1`!L LS`i1.1 OY'li LLQ.
P.O. BOX 100217 ANCHORAGE, AK 99510r�p� ..•"• �gs�t1� S4/ /10
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 /O* TM *tP 1"=50'
Q RABBIT CREEK HTS BILK"" P.I.D. NO
K 1H LT 28A / zo-ssl-o
DAVID STEVENS.... o'nnom..
PERMIT No.
7801 MARINO DRIVE PP,9 •, CE 8149�O SWxxxxxx
ANCHORAGE, AK 99519
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`GRAVEL BELOW PIPE
FILTER SAND AS REQUIRED
20' Tro-
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20' Tro-
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- IN GROUND WATER
OR I GP/
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NO GROUND WATER MONITORED ON 4/1/1D
-10'
SPECIAL PROVISIONS TO SPECIFICATIONS
1 . ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON—SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: 4 BR HOUSE UPGRADE SEPTIC SYSTEM, 150Dg S.T.E.P. TANK, AX20 TREATMENT POD, RECONSTRUCT
BED 30 LF X 20' W X 0.5' E.D. X 10' T.D. REMOVE CONTAMINATED INSITUE SOILS AND REPLACE WITH FILTER SAND AS
NECESSARY.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE
INFORMATION ABOVE 10 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14
FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH
COMPACTED CLEAN EARTH MATERIAL.
2EA.
ADVANTEX 24"
4" JIM CAPS Nf20 POD—i INSULATED
N.I.C.
AUXILIARY
BUMF
BASH
SLIDE SECTION
OF 6" PIPE
OVER THIS CONNECTION
TO PROVIDE
SHEER PROTECTION—
EXTEND TO
BRIDGE EXCAVATION
DESIGN PARAMETERS
UPGRADE SEPTIC SYSTEM
NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 1,500 g S.T.E.P.
W/AX 20 TRTMT POD
PERC RATE = 35 mpi (1GPD/SF)
AREA ROD: 600 SF
SYS. TYPE:BED
30 LF X 20' W X 0.5 ED, 10' T.D.
TOTAL AREA = 600 SF
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R. 1.
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
DV
DIVERTER VALVE
FS
FLOW SPLITTER
NOTES: PANNONE ENG SVC, LLC
P.O. BOX 100217 ANCHORAGE, AK 99510
FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211
RABBIT CREEK HTS BLK 1H LT 28A
DAVID STEVENS
7801 MARINO DRIVE
ANCHORAGE, AK 99519
DESIGN NOTES (907) 242-6483
PASSIVE
AIR
LEGEND
w w WATER LINE/
WELL RADIUS
— ss — ss — EXIST'G SEPTIC
—ss—ss— NEW SEPTIC
CHAINLINK FENCE
-xlk
OF AL.4of 4/7
+ s ale/10
. TH ••. * I� NTS
.. �. —�.... / P.I.D. NO
"1—(PERMIT NO.
CE 81 ;
49 .�4t, SWxxxxxx
Ex.»l
TEST HOLE 1
OR PEAT
1
2 GRAYSILTY
GM GRAVEL
3
4
CLOCK
TIME
NETTIME
5
NET
DROP
RATE
(MPI)
5
9:59
BROWN
1.82"
-
GRAVEL W/
7
GP/
SAND &SILT.
5.16"
GM
POORLY
3
10:13
GRADED.
3
-
DRY
9
10:23
10 MIN
10
BOH
11
12
SOILS LOG - PERCOLATION TEST
SLOPE
X TEST
HOLE
WAS GROUND WA
ENCOUNTERED?-
IF
NCOUNTEREDIF YES, AT WHAT
DEPTH?
DEPTH TO WATER
MONITORING
DATE: 7 -
READING DATE
CLOCK
TIME
NETTIME
WATER
LEVEL
READING
NET
DROP
RATE
(MPI)
1 7-8-10
9:59
-
1.82"
-
2
10:09
10 MIN
5.16"
3.34"
2.99
3
10:13
-
1.94"
-
4
10:23
10 MIN
5.00"
3.06"
3.27
5
10:24
-
1.82"
-
6
10:34
70 MIN
1 4.74' 1
2.92"
3.42
PEROLATION RATE 3.42 (minlnch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2.5 FT AND 3.5 FT
DATE PERFORMED: 7/8/2010
COMMENTS: Test hole excavated by A+ HOME SERVICES. Percolation test was performed in the
Northeast corner of the new field on 7/8110.
PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ING SVC •� x , _�� `���\ Date
P.O. BOX 102954 ANCHORAGE, AK 99510 OF A�gcSt�+ 4/2/10
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211/"t7'�p'• •'.Fy�� Scale
Z ti %W. cjgTH *1✓� NTS
RABBIT CREEK HTS BLK 1H LT 28A % '•""""/ P.I.D. NO
DAVID STEVENS I .... 20-551-0
7801 MARINO DRIVE'teven .�"�annone / PERMIT NO.
E 14
ANCHORAGE, AK 99519 +t��r' Swxxxxxx
SOILS LOG 'lfOpROFESSp��' Sheet
(907) 242-6483 1\���___ 3 OF 4
• C '"p` -"4R WELL RECORD 1-9?97
`-TATE OF ALASKA
DEPARTMENT OF NATURAL RESOURES
Divlsion of Gtologitol 6 Geophysical Surveys
Drilling permit No.
LOCATION OF WELL (Please eomPlUs •ffMr le• D or lo.) A.O.L. No.
H. Borough
Subdivision
Lot
Block
tb.
1/oalr•.
Battles No.
Torn•hlp NQ
Range .EQ
Meridian
Anch
)
_of..-.cf_af—
sQ
wQ
le. DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS
E. OWNER OF WELL: David 'Stevens
Rabbit'( reek Heights
Address:
Straw Address and Area of Well Location
2. WELL LOG
Fog Bdaw
Barton
9 WELL DEP H: (11.01)
t81
B. DATE Of COMPLETION
8
Material Type
Top
Bottom
e.
- 1 7 - 19
Gravely till cobbles
0
25
6. canis loci %QRotary ❑Driven [3 Dug
❑Aunt ❑dett•d ❑Band ❑other:
cemented gravel & till- 25 38
_ seepage a at 361"'38+T.
USEt� oam..tla ❑ Public SrPP1Y ❑ Indaef,y
❑ I,rPoenah ❑ Recharge Q Commerical
[1 Teti Well ❑ Other:
hare: pan seepage C 55F-641 38 64
hard brn till 64 85
siltyd pan
85
1 OP
6. CASING: ❑ Threaded DVOI464
dim. le in. N_ It. Depth Weigh] —lbs./ft,
'biam._in. f0 _11. WPM Sflckup it.
cementer gravel H 2010 105
brn silty gravel irty 105 1 161
gravel cemented H2O
1 161511
118
S. FINISH Of WELL
TY►N. Olam•fert
SIOI/Mash Sln: Length:
Set help'" ft. and ft.
6anenung Gravel path
brn & gray clay gravel 118 153
h^<' pan lenses of gravel 153 165
hart(. pan 165 170
gray brn sit H2O 170 181
:;ell punpin . 20 GSM
10. STATtt WATER LEVEL- ft.
Q Abova or ❑ Below land surfact Dole
Equipment and
Wei! Lv y IV Nkl"IVE 5WH
5ec, I IfU R 3 w S M
N 3V - 06 (oLtsf • 2
11. PUMPING LEVEL below land surface and YIELD
It. altar _—hn. Pumping?0 9.9.m.
_11. s,fir _fin. pamping__g,p.m.
w 60 _ ./µ O i
12.GROUTUIG Well G,outed: ❑ Yes .0 No
Material: ❑ Neat Cement ❑ 01hor:
95
'
IS.PUMP: (If aveliabls) HP
CC' Mknl O MCG Ur 4
Length 0f Drop Pipe —ft. capacity q.p•m.
❑ subm. 0 At ❑ cwtifital 0 mh,l
14.REMARKS:
16. WATER WELL CONTRACTOR'S CERTIFICATION:
16. Water Umpualun �• ❑ f ❑ C
Tbit wall was drilled under my 1.11,41,1100 and Ibis report is true
to the has,
of my knwledoo and belief;
Alaska Now-;(fell/Vern's Drilling &i tt
An 3327 -
a I lend BuaI to No •
Avian Sia SRA Box
1560• Anchorage,
contrast License Number
Alaska 99516
Address.-1?RM1
Signed ,-
.. _,..;. ..:•
.DOH. +-7.
Authorise Aepnasatell
-
form 02-WWR (11/611 COPY Dis}rlMl9ent
WHITE•St•N0666r MNK-Drillorr CARARY•Cwtimer
—�.
..w •.e..__`.e.`__'^w';x.. ..:�i.�Rtr:`.' ...i+'i.. H•r.'.i�e+'C:-.a... •.:r.::�:._'. .,. � .- ...e
W,
I
MUNICIPALITY OF ANCHORAGE
DEPARTMEN'~ OF HEAl. TH & ENVIRONMENTAL PFIOTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchoraqe, Alaska 99501 Teleohone 264-472.0
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
....... D AU_LL L J,
MAILING ADDRESS
LEGAl DESCRIPTION
I OCATION
TWeH
Sq AB CE TO /
-
lines Length of each
Menu factL, rer . .
DISTANCE IO: iWell
HONE
' Dwelling
Material
]Width
NO, OF 8E~..~OOMS
PERMIT NO.
tInsidelenflth Liquid depth
Owel/infl PERMIT NO.
Tote! length of lines I'~;~; ~ inches
fyl)e of crib
DIS FANCE TO:
Class
inches
Ct ii] diameter C~it) depth
Well Building foundation
Depth Driller
DISTANCE TO:
O-FHER
PIPE MATERIALS
NEW
UPGRADE
DATE LEGAL
Liquid capacity in gallons
PERMIT NO.
I'otal effective absolption a~oa
PERMIT NO.
Total effective absorption area
Nearest lot line
Distance to lot line IPERMIT NO,
Septic tanl~-~, l Absorption area(s)
S %,S N !~ D
0 aT':
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOl LS LOG
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
lO
11
12
13
14
15
16
17
18
19
20
COMMENTS
PERFORMED BY:
72-008 (6/79)
WAS GROUND WATER
ENCOUNTERED?
SLOPE / SITE PLAN
s
L
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date
Time Time Water Drop
. _ TEST RUN BETWEEN
1:,- e
~-- .,~ ~-. -,'o ,,~'-F/-
CERTIFIED BY:
ALASKA ENVIRONI~F..NT^L
CONTROL SERV~, , INC.
].200 West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 276-1361,
C H e¢~",E O "Y DATE
SCALE. /; IjO
F'
SURVEYOR'S CERTIFICATE
I hereby certify that the following described property has been surveyed by myself, or under my
supervision, and the corners shown on this drawing are existing as of the date of Survey.
0
J /
2,4
SURYEYOf~'S CERT~F:C,~!~,TE
hereby cerUfy ~hat 1ho followlno de~crlbod properiy has bean surwyed by ray,Cf, or under my
supe~ision, and tl~o co~ners shown on rids drawing ~re existing as of tho date of Survey,
'--'I I ~ ~ ~'~ ~
~¢:: i -~ ..... :': " )
~ / ~1
Jr. ,~
~OUCH 6-650 ANCHORAGE, ALASKA 99502-0650
PLEASE REPt. Y IN AREA BEt (_)W
FROM
[bATE
E c c~ 'd ., e ~
u icipality of Anchorage
[)ATE:
October 15, 1985
MEMORANDUM
CONFIDENTIAL
TO: Robbie Robinson, Manager, Environmental Health Division
THRU: Patty Ginsburg, Special Assistant to the Director
FROM: Rona].d L. Baird, Assistant Municipal Attorney
SUBJECT: Opinion request of July 25, 1985 Re: Rabbit Creek
Heights/View Subdivision
Your request for opinion of the above-referenced date directed to
Mike Marsh has been referred to me as the Assistant Municipal
Attorney dealing with land matters. The issue which you raise is
which of several possible potential surveys of these subdivisions
should be used for purposes of issuing on-site sewer and well
permits.
It is my understanding that plats for these subdivisions were
recorded in 1970. Both plats contain significant survey errors
to the extent that conflicting descriptions can be given for the
same lot based on either the monuments in place or the infor-
mation on the survey plat and that described lot areas overlap.
It is clear that accurate descriptions of the physical location
of well and septic systems can be reasonably required in connec-
tion with your permitting activities pursuant to AMC 15.55 and
].5.65. Correct location of water wells and septic systems is
probably critical to the safe and efficient operation of well and
septic systems which is one goal of these two sections. Since we
now know that the survey information in the two described sub-
divisions is inaccurate, the Municipality can lawfully insist
upon an accurate survey before granting permits for water wells
or septic systems under these two sections of the Municipal Code.
I have been unable to find any provision in ordinance or statute
creating a public duty of the Municipality to survey private
lands. The platting regulations appear to contemplate that any
survey work done would be at the expense and direction of the
subdivider. See AMC 21.75 and 21.80. While it might be argued
that the Municipality incurred liability by negligently approving
erroneous plats for these two subdivisions, the statute of limi-
tations for any claims arising from such negligence is two years
and has probably long since run. See A.S. § 09.10.070. Even if
the statue had not run, a Municipally sponsored and financed sur-
vey would not necessari.ly eliminate the Municipality's exposure
to claims arising from the erroneous approval of the plats.
Any new survey conducted by the Municipality or any private party
will not resolve the potentially conflicting property rights of
homeowners within these subdivisions. Many of these homeowners
October 15, 1985
Page 2
undoubtedly .purchased property described by reference to the
erroneous surveys and have owned the property pursuant to deeds
utilizing these surveys for more than seven years. There is a
high probability, under such circumstances, that rights to the
real property have vested by virtue of adverse possession. See
A.S. § 09.25.0501 Frankly, given the circumstances you have
described, the potential of conflicting claims among property
owners within the subdivisions creates a real mess.
The solutions for the homeowners will undoubtedly involve signi-
ficant expense to them. First, if all property owners within the
subdivision, together with any holders of liens or encumbrances
of any of the lots within property and the Municipality of
Anchorage can all consent to a replat of the subdivision, then,
that replat would be binding on all parties, and would certainly
be a sound basis for the issue of well and septic permits. The
difficulty with this procedure is that it would require the con-
sent and cooperation of all property and lien holders. Second,
the property owners could individually or collectively bring
actions in the Superior Court to quiet title to their individual
lots, A.S. § 09.45.010 or actions to establish boundaries, AoS.
§ 09.45.020 .or some ~combination thereof. A judicial deter-
mination entered at the conclusion of such an action would
finally and forever resolve issues as to lot boundaries. Third,
some combination of a replat and law suit might be possible
there are "hold-outs" from participating in a replat process.
Such hold-outs could be made defendants in a quiet title action
brought by the other homeowners.
In summary, I believe you may lawfully insist on an accurate sur-
.vey as a condition to issuance of well and septic permits pur-
suant to the above-referenced sections of the Anchorage Municipal
Code. Given the known inaccuracies of the survey on which the
existing subdivisions are based, and the grossness of errors, you
need not accept as-built surveys which are based upon either the
lot corners set in the field or the filed survey information.
Finally, a simple resurvey of the subdivisions will not resolve
questions regarding the location of the lots which will be
binding on parties and therefore will not be a more accurate
basis upon which to issue well and septic permits. The choice of
remedy of the land owner as to how to resolve this issue is
something for them to pursue among themselves with the advice of
~ common'or individual legal counsel.
RLB:slk
IVIEDTIORANDU~
July 25, 1985
l.iika Harsh, l.iunicit)al Attorney
: ,-'a. C
itobert I.;. Robinson, Division Managet', Environmental Ilealth
Jewel_ Jones~ Di'rcctor, Department of llealth and Human Services
On site se¥,,er/~r,~e!l permits for Rabbit Creek Heigbts/View Subdivision
t:.:o ),ears ago this department became aware of certain inconsis-
~:ur:a],'s for the above subdivisions, in some cases the n]atted
zrom the survey as much as 40 to 50 feet~ When this
discovered, I immediate]_y began requiring a ne~ as.--built survey
2:rand:lng an on site sewer/well permit. Permits were then ~,~rii;ten for
e~.z~.~passed in the neu survey,
discussed this p~actice with the Municipal Surveyor, Ed Tucker, As
~.:$:u the att_ac:ed cooy of his memo, he disagrees ~.:[th our appromch.
Z :auld app:a::iat:e a legal opinion on our re;::ponsibilities in this regard and a
· -a_zuz5andation of ~.ihat survey should be used~ If existing corners can be found
it ~,-zu'_d ba no problem to de.sign a system within said boundaries~ Hot.~ever,
~-.n_~ ':..ara no so:ua: :.-_arkers ca.q be found, which survey is to be used?
.c :~ue s;:~panding issuance of pa:mits in these subdivisions until a legal opinion
7'- }_ '~
L;.~.at'tr:a:~t of :.aa_tn arid
ANerlONA~
NEHORANDUH
MUNICiPALI'iY OF ANCIIORAGE
D~FT, OF I'I~AI. TH &
[!NV[RONMiiN'I'AL PROiEC/flOH
JUI"I {i I98"
.R E E: }{ E
F::: c.;r me,ti::: '-:~: lla: 3: 1~85 at your o;~_]~ce"':' on subject sub,~
c:, .~?_s~.o'.',::~ ..... :~":.~ ?.oi',' 3.!lt >:i.i,~rding acceptable pJ. ou" '- plans or as,-.
b:ill s:.trveTs~ ! -3:[:c:: '~!:,:~ :o/!.'J. ov;:Lng:
.... ~..,.¢.: '_,',"¢: c ~ p.:~d ~.:t~ .... c..,2cc'hive agencies ',_nay to
i'LlI l'O 0£'" C O1'i'2 !: ~:'2 {: ','/5_ i: h [ ,~i1' o ',gl[.I_ .... I ~ &ill :,r' o 0-ohns og ~ u ll'h J. ~ his
~ .;,.: ...... i-- c;usc3:-:-~-,~ or r(:~vc, kodr we probab!}/ ca,not
:.~139r:,_. hi: seal on '..,,orb .)o.. _o~ ned
:;l:-5;td 2~'7rl'l.'.rl!il-: it :;lo:;(~i,:: however~ Thl. s _,.s probably a
;.3st ?;:k:-:~'; es il s':l:J, ouslky doktbi: that he wi].l fish showing up
.... ...... "~''~'~:3~z ........ {,::"r ..... / ....... ~ ...... ~ O~t'.! }30 ilo certainty as 'to the /Loca'-'iu .on' of
~ 6 } .. >,¢., ......... 9} :, order o~ imooii"~ance al'id "FTLIJ. OS
:bo:ti/ '.:hen {:2:0 i:onstruciiion 5.9 doubtful and there are no
~ f' c-:'/S ~'kEi'5 '"O ..... :'g'cs ('Fougd coE'lqo~s) are Da~al'Eotlgh~
.:_r',-,,.¢.. x:.lv, ti:jr: ':5.].i '.qoio t:athc:rt' '-~g confuse tl'_~e con[:.inuing saga
ol '-_.:.:: 5_nfa'::;;s :;-; !, :z i. t C::'q:~h He:[qhL'.s/'g:Lew Subdivision~;o
October 21, 1983
TO: Whom It May Concern
Subject:
Rabbit Creek View Subdivision; Rabbit Creek Heights
Subdivision - Lot Survey Requirements
As discussed in more detailed in our letter dated April 21,
1983 (cepy attached), there are known discrepancies in the
original surveys of the Rabbit Creek tleights and Rabbit Creek
View Subdivision. Upon discovering these discrepancies, this
office discontinued the issuance of on-site sewer and waker
permits and health authority approval certificates until such
time that there is an acceptable assurance that configuration/
corners/boundaries of a candidate lot are ii1 agreement with
an approved and[ recorded subdivision plat.
In order to satisfy 'the above requirement, this office will
issue a permit or certificate upon receipt of a certified
survey conducted by a registered surveyor(other than Mr. William
Johnson) with the survey taken from and closed on a known and
established permanent monument. Any reference point established
by Mr. Johnson, or based upon a reference point established by
Mr. Johnson, will not be an accepted reference monument.
If there are any further questions, please (;all. this office
at 264-4720.
Sincerely,
,'~ / ) ~- ~
~obe~t W. ~oblnson
Division Manager
Environmental Health Division
RWR/1 jw
attachment
~le.i. ghts Sub(iv..s3. on, and;
cox View Subdivi s{o~..
I : ',; ~'; rc_'ce}th.l.,., }:Ncc. c ' kc} our aktei~kiol~ ti.at
~('..,'n ~ u}Rr sn}, ~i'.'iP;ion u~ats for tile Rabbit Creek
,.,.t tempt to ,~'o:";_{i. xnn hhi. s information, this of!}ice conLacL-od
. - '.zQyox' , HF. St&llley, a!Id ''-- J(t:-ry h'c:a,/Qr
PA.inning and 7, oning /eparNllenk. Hr. SCan}tv col~flJ, xi;tod
sLtbdiv'[~}{O,~.~, dJ.(~ l'lOh C.i(3Se satisfactory. N~:. Stanley
ind}caL~zd t~tat several other subdivisions survey(:d by
xame }.'eg i s he:ltd sur'vevor (~'~r ~,~l{ 1.1. i. EtJ// 80)IIISOI1 / '
appeacs on the subdivision l?]_a/s) are also in error.
....... ~ .... ~_:~ }l~V/) L-el~klSed iLO CQIi~LiCk
.{].t s'i!lV(iys in ti:ese ar~as, duc ~o Lhe dj scl'Gis,t!lcj_es J
] ....... · the
· ,~ ~, c~nd related ~' ~- ~,,~.< --
~ oO;~t,.,. ~ . .~ ~oI1 lJ-tdkS . Accord T llC~
','ieave]- 51x- Johnson received a rerri~'~o¥''~ letter but
resDoJld, n:l! ~}lo matter has s~ nco beoil Lt.lrRed over
vxe,../ of the confi, rmed fact that there are n:a~ly knowl:
dt';cz.e:}ap, cios on the lot lines, lot corners, streets, righk-oL'-
eec., tn tlp} Rabbit Creek Heights Subdivision and R.T~bbih
View Subdtv].s~.on; this department will discenkinue the
ssu~neo of' on-s.~!..e water and sewer permits or health authority
1983
c. L ~:StVt2 SOHIO
· ' -.,-m ,Z);~ ~CC?-}3~ ab1,'~ &S:5',.'' - '~ ' ~ ·
-. ........... u that lok lines and con¢~icfuuaL.~o:is
a::::. ._:o::-: oct:~v shewn c::~ an ,~pproved subdSvLsion pier.
T_t,-:): S ta:~].E:~/ , ;: t~'.i .:[pa]. Stll-v~;yor
] tunicipality Anchorage
MEMORANDUM
DATE:
September 20, 1985
TO: File
FROM: Marc Little, Hydrologist ~.~,~,~5~-
SUBJECT: Rabbit Creek Drainage Improvement Project
On September 19, 1985 Mike Dickason and I visited Rabbit Creek Heights to moni-
tor water quality of Rabbit Creek and to assess effectiveness of straw bale/silt
fences installed by Department of Public Works for sediment control. Site
Just above intersection of George Court and Nickleen Street where Rabbit Creek
crosses Nickleen Street has an improperly installed straw bale/silt fence (see
fig. I, II). The straw bales in this case don't effectively block the flow
and much of it runs around side of bale, thereby defeating purpose of the bales.
Water samples were taken at this site on Rabbit Creek above the road, below the
road, and in the small drainage ditch that flows around straw bale in figs. I,
II.
Site 2, located just above the intersection of Francesca Drive and Carl Street
where Rabbit Creek intersects Carl Street was sampled above the road and above
the drainage ditch running alongside road and draining into creek. Another set
of samples was also taken well below road. Heavy sediment loads were visually
observed in creek and especially heavy sediment loads were observed in the 2
drainage ditches running down both sides of Carl Street and emptying into Rabbit
Creek. No straw bales/silt fences were obsel~ed in place on either of there
ditches at their junction to Rabbit Creek. According to the plat map provided
by Department of Public Works these ditches were supposed to have straw
bales/silt fences installed in them. None were observed. All water samples
will be tested for suspended sediment, fecal coliform, and turbidity. Results
will be reported as soon as analysis is completed by Alaska Testlabs.
ML/dEH5
cc: Keith Bandt
Municipality of Anchorage
• Development Services Department
s
Building Safety Division r
On -Site Water and Wastewater Program a 5 a E r
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-551-07 COSA
Expiration Date:
1. GENERAL INFORMATION
Complete legal description Rabbit Creek Heights Block 1H Lot 28A
Location (site address) 7801 Marino Drive
Current Property owner(s) David and Deloris Staves Day phone 242-6483
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
P.O. Box 113242 Anchorage AK 99511
Unless otherwise requested, COSA will be held by DSD for pickup.
Day phone
Day phone
2. NUMBER OF BEDROOMS:
4
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class C Well
®
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) 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(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Pannone Engineering Services, LLC Phone 272-8218
Address P.O. Box 100217, Anchorage AK 99510
Engineer's Printed Name Steven R. Pannone, P.E. Date 7/28/10
Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions
encountered at the time of the test, and separation distances measured to readily identifiable features.
The operational life of all wells and septic systems depend on the local soil condition, ground water
levels that may fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of this system, All systems eventually fail and
satisfactory test results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. PES can therefore not provide any warranty for future
performance nor give any estimate of how long the system will continue to meet the operational
requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed
above. Any reliance upon or use of this report by any other person or party is not authorized nor will it
confer any legal right whatsoever.
5. DSD SIGNATURE
V Approved for __ 1-j-_ bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Attachments
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: Original Certificate Date:_ l
(Rev. 1110 j
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: Rabbit Creek Heights, Block 1H Lot 28A Parcel ID: 020.551-07
A. WELL DATA
Well type Class C
Date completed 811711984
Total depth 181 ft.
Date of test
Static water level
Well production
If A, B, or C provide PWSID #
Sanitary seal (YIN) Yes
Cased to 181 ft.
FROM WELL LOG
WATER SAMPLE RESULTS:
811711984
Coliform 0 colonies/100 mL
ft.
g.p.m.
Nitrate 0.59 mg/L
Well Log (Y/N) Yes
Wires properly protected (Y/N) Yes
Casing height (above ground) 24 in.
AT INSPECTION
71812010
ft.
aM
Other bacteria 0 colonies/100 mL
Arsenic: 5_OU ug/I Date of sample: 31312010 Collected by: S&S Eng
B. SEPTICIHOLDING TANK DATA
Tank Type/Material Steel Date installed 911711984
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N)
Foundation cleanout (Y/N) Y Depression over tank (YIN) N High water alarm (YIN) NIA
Date of pumping 313/2010 Pumper A+ Home Services
C. ABSORPTION FIELD DATA
Date installed 71912010 Soil rating (g.p.d./W or ftz/bdrm) 1 System type BED
Length 30 ft. Width 20 ft. Gravel below pipe 0.5 ft.
Total depth 3_5 ft. Eff. absorption area 600 flz Monitoring tube Y Depression over field N
Date of adequacy test 71712010 Results (Pass/Fail) New For 4 bedrooms
Fluid depth in absorption field before test _ in. Water added0 gal. New depth_ in.
Elapsed Time: _ min. Final fluid depth _ in.
Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at +40 in.
Datum
Size in gallons 250 Manhole/Access (Y/N)
"Pump off' level at +36 in. High water alarm level at+45 in.
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 157.3
Absorption field on lot 154.1
Public sewer main 200+
Sewer /septic service line 100
Animal containment areas 150+
Meets alarm & circuit requirements?
On adjacent lots 150+
On adjacent lots 150+
Public sewer manhole/cleanout 200+
Holding tank 150+
Manure/animal excrete storage areas 150+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 70 Property line 25 Absorption field 10
Water main 100+ Water service line 100+ Surface water 100+
Wells on adjacent lots 150+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10 Building foundation 70 Water main 100+
Water Service line 100+ Surfacewater 100+ Driveway, parking/vehicle storage 100+
Curtain drain 20+ Wells on adjacent lots 150+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that / have determined through field inspections and
review of Municipal records that the above systems are in
....5... 49 H.... .......h...
conformance with MOA COSA guidelines in effect on this date. �
. ......... u..............ryryry
Engineer's Printed Name _Steven R. Pannone. P.E. ��� to en R. Pannone:
1.,n. •._ No. CE 8149 �_�
Date 712812010
COSA Fee $__. Waiver Fee $ _
Date of Payment Date of Payment
Receipt Number _ _ Receipt Number
(Rev. 11105)
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MARINO / DRIVE
PLOT PLAN _ AS BUILT X SCALE 1" = 30' GRID SW 3340 Project No. 10-157
Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Registered Land Surve ors (907) 522-6476 Phone Q
Y (907) 522-4625 Fax ooQOO� �
kglanglaOalaska.net / JclanglsOalasko.net vo OF ,44"
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I hereby certify that I have surveyed the following described properly: p�Q /T QO
Lot 28A, Block 1H, RABBIT CREEK HEIGHTS SUBD. (Plat No. 2004-91) 0* Fi
Anchorage Recording District, Alaska, and that the improvements situated thereon aro $ 49L* *
within the property Imes and do not encroach onto the roe LG
no improvements on the roe P P ac adjacent thereto, thatp p rty lying adjacent thereto encroach on the surveyedpromisee and that them aro no roadways, tronsmisslon Imes or other vls(ble"eaaemants on sold property except as indicated hereon. .�
Dated this the 3o a Day of LV � (O , of Anchorage, Alaska O� b "-.• tLa •'oyo��
If is the responsibility of the owner to determine the existence of any easements, 4pOQROFES51oNPd�
covenants, or restrictions which do not appear on the recorded subdivision plat. �OOpOOa�
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
Day of if -Pale- of 20A0, by and between /On/}
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AW WTS), described as/DVA-A11151" located
at 7V,! MIK/K/ w® AR Ay,,- OAet44 4K Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AW WTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing any alterations to an AW WTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of Q
($____.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is: \ AIAI dL_X
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
By:
Date: W7-1,'6?
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
ss.
The foregoing instrument was acknowledged before me this Z- day of
2010� by 'r % 0 /�4 S
Notary Public
NOTARY PUBLIC FOR ALASKA ACHAI HER
My Commission expires: State of Alaska
My Commission Expires July 4, 2013