HomeMy WebLinkAboutRAVEN MOUNTAIN ESTATES #1 BLK 4 LT 7RM MILMRAM
® DOC CO dba
BILL 8. COLE
ULLIVAN WATER WELLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Scott & Jennifer Swift
ADDRESS: PO BOX 1984 Girdwood, AK 99587
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Raven Mtn Est #1 Block 4 Lot 7
DATE: 11-15-16
0
2
PERMIT NUMBER: OS P j 6 j _gN0 DATE OF ISSUE:
TAX IDENTIFICATION NUMBER 0�6- 0 -32-o i
Is well located at approved permit location: ❑Yes ❑No
Method of Drilling: ®air rotary ❑cable tool
Depth of Well: 105'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 104 feet
Liner type
Static Water Level: 84 feet
Recovery Rate 7 ® gpm ❑ gph
Method of Testing Air
Well Intake Opening Type:. ® open end ❑open hole
❑ Screened Start feet Stopped
❑ Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 lbs
Depth: from 2 feet,to 42 feet
Well Disinfected Upon Completion: ®yes no
❑
Method of Disinfection: Chlorine 50 PPM
Comments:
2
4
4
6
6
8
8
9
g
12
12
15
15
25
25
28
28
35
35
'37
37
49
49
75
75
100
100
102
102
104
104
105
Casing Stickup
Overburden
Silty Sand & Gravel
Boulder
Silty Sand & Gravel
Boulder
Silt Sand & Gravel
Small Boulders
Boulder
Silty Sand & Gravel w/ Cobbles
Boulder
Silty Sand & Gravel w/ Cobbles
Boulders & Gravel & Clay
Silty Sand & Gravel w/ Boulders
Sand & Gravel Water
Boulder
Sand & Gravel Water
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
Matsu Borough: Department of Environmental Conservation.
A DOC co dba
SILL a COLE
ULLIVAN WATER W=t,,LHLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
www.suilivanwaterwells.com
Well Drilling Permit Number: SW Date of Issue
Parcel Identification Number: 0`7 (o _ d 3 b 1
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP151110
Tax Code Number: 07603201000
Work Type: Septic Upgrade
Permit Effective Dates: June 08, 2015 to June 07, 2016
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: RAVEN MOUNTAIN ESTATES #1
Site Legal Address: RAVEN MOUNTAIN ESTATES #1 BILK 4 LT 7 GA018
Owner/Address: SWIFT SCOTT & JENNIFER M
7920 HAZEL PORT ANCHORAGE AK 995160000
Site Mailing Address: 5191 CROW CREEK RD, Girdwood
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 28362
Total Bedrooms: 3
N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By.
MUNICIPALITY OF ANCHORAGE
n�ln&
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
Parcell.D. 076-032-01
Property owner(s) Scott & Jennifer Swift
Mailing address 7201 Hazel Port, Anchorage, AK 99516
Site address Site 5191 Crow Creek Rd, Girdwood, AK
Day phone None Available
Legal description (Sub'd., Block & Lot) RAVEN MOUNTAIN ESTATES #1 B4 L7
Legal description (Township, Range & Section)
Lot Size 28362 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
(® all that apply)
Absorption Field
❑X
Septic Tank
0
Holding Tank
❑
Privy
❑
Private Well
❑X
Water Storage
❑
APPLICATION IS AN:
TYPE OF DWELLING:
Initial 0
Single Family (SF) 1Z
(w/wo ADU)
Upgrade F1Duplex
(D) F-1Renewal
❑
Multiple Dwellings ❑
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance of absorption field to steep slope
Distance: 35
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number:. �d 3 G�r- Receipt Number: b L 32wG
Permit No. Waiver No. oSV15_10
95-0
Permit App_-'-:.
Pannone Engineering Servicesuc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(ftanen¢ak.com
05 May 5, 2015
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
P. O. Box 196550
Anchorage, Alaska 99519
Subject: RAVEN MOUNTAIN ESTATES #1 B4 L7
Septic System and Well Permit Request
Ladies and Gentlemen:
I am writing to request a permit to install an initial septic system and private well be issued for this
property. The proposed systems will serve an existing three (3) bedroom house. Currently there are no
existing systems. An absorption field will be installed and a reserve field area is designated. This lot will be
served by the proposed private well. The surrounding lots are also served by private wells. There are no
wells within 200' of this system.
Soils. Spurkland Engineering performed one test hole on this lot in September of 2014, and groundwater
was monitored for at least seven days. The test hole monitor tube was dry after the seven day monitoring
period. It is my opinion, based on the results of the soils tests and overall soils appearance; an application
rate of 1.2 gallon/day/square feet should be used for a conventional wastewater system.
1. Soil Absorption System Design.
a. See Sheet 2 of the design package.
2. 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.
3. Topography: The proposed drain field is located on the northern portion of the lot. The
surrounding topography generally slopes from southwest to northeast at approximately 50% until the
existing structure. The terrain then levels to a 10% slope towards the road to the north. There is a steep
slopes within 50 feet of the proposed drain field (see waivers).
4. Waivers: We are requesting an absorption field to slope waiver of thirty-five feet (35') (See Sheet 2
of the design package.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2 of 2
S. 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.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
200'± TO CROW CREEK -
FROM DRAINFIELD /I
RESERVE DRAIN FIELD (P)
15.01LF x 5'W x 05ED x 1.5'TD
WITH 2.0' SAND (BASED
ON CAT III SYSTEM)
ADD 1.5' FILL (TS&V)
INSTALL NEW 1000a TANK
STH
NEW DRAIN FIELD (P)
44LF x 5.0'W x 3.0'ED x 4.0
4-1)13-2.0' FILL (TS&V)
i
N
35DRRM J�a�
f '3
w
0
f
% I
-J I
-------------
WELL (P)
I
r
I El
NO WELLS OR SEPTICS (WITHIN - U)
200' OF PROPOSED DRAINFIELD I w
OR TANK -
NOTES: PANNONE ENG SVC, LLC
FOR CONSTRUCTION P.O. 80X 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
RAVEN MOUNTAIN ESTATES #1, B4 L7
DRAWN JRL Scott & Jennifer Swift s
7920 Hazel Port
PLAN Anchorage, AK 99516 <<�
oF, A(q kll
05/28/15
s9*00I
I
P I1" N0
n R. Pannone
032-01
PERMIT Na. !,
OSP151110
;*1
CE 8149
r
Sheet
'ROfESS10NP`�
x
1 OF 4
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 WILL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: INSTALL NEW 10008 SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 10.0' AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT
WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 10.0 FEET BELOW EXISTING GRADE.
3ERM FOR RESERVE
71ELD (IF NEEDED)
FILTER FABRIC W/ 2"
INSULATION
T.H. 1
b PRIMARY
-1D FIELD (P)
RESERVE
FIELD (P) SECTION
PROPOSE)
1000 Cal
SEPTIC TANK
RESERVE SYSTEM BASED ON
CAT III SYSTEM. TANK WOULD
BE REPLACED BY 1500g
ADVANTEX
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 100og (P)
PERC RATE = 4.7 MPI
SOIL RATING: 1.2 GPD/SF
AREA ROD: 375 SF
REDUCTION FACTOR: 0.58
SYS. TYPE: WIDE TRENCH 3.0' E.0
MIN LENGTH: 44 LF
USED:
44LF X 5.0' WIDE, 3.0' E.D., 4.0' TO
TOTAL AREA: 379.3 SF
V" DIA. DRAIN PIPE
FILTER FABRIC W/ 2 -
INSULATION
14 MAX TS&V
25,
-)RAIN ROCK ` \
PROFILE
LEGEND
--- WATER LINE/
WELL RADIUS
— NEW SEPTIC
O
O
D
WO
W
m
Jz
mj
Z
W
Z
W
SO
~
l<
U
J
U
J
DWOf
O
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
nJ
O
z H
Z
FS
FLOW SPLITTER
'0
00.0 II
nO
II 'I
W
U �
PROPOSE)
1000 Cal
SEPTIC TANK
RESERVE SYSTEM BASED ON
CAT III SYSTEM. TANK WOULD
BE REPLACED BY 1500g
ADVANTEX
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 100og (P)
PERC RATE = 4.7 MPI
SOIL RATING: 1.2 GPD/SF
AREA ROD: 375 SF
REDUCTION FACTOR: 0.58
SYS. TYPE: WIDE TRENCH 3.0' E.0
MIN LENGTH: 44 LF
USED:
44LF X 5.0' WIDE, 3.0' E.D., 4.0' TO
TOTAL AREA: 379.3 SF
V" DIA. DRAIN PIPE
FILTER FABRIC W/ 2 -
INSULATION
14 MAX TS&V
25,
-)RAIN ROCK ` \
PROFILE
LEGEND
--- WATER LINE/
WELL RADIUS
— NEW SEPTIC
44
CU
J F
DIP
H
DIAM. PERF. PIPE
o 0
FC
zQ
T#
TANK CLEAN OUT NO.
/FILTER FABRIC W/ 2'•
o �
/ INSULATION
MONITOR TUBE NO.
44
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
BFG
BELOW FINISH GRADE
OG
ORIGINAL GRADE
FG
FINISH GRADE
TS&V
TOPSOIL AND VEGETATE
NOTES:PANNONE ENG SVC, LLC OF A�1 Date
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 (�-"""•qsi 05/28/15
PHONE (907) 272-8218 FAX (907) 272-8211 //rg�P �77 Scale
/ W, 49 .* � NTS
.... ... ... P.I.D. NO
RAVEN MOUNTAIN ESTATES #1, 34 L7 / .. .. ..... - me -032-01
Steven Pannone / PERMIT N0.
Scott & Jennifer Swift
DRAWN JRL �c/. CE 8149 '�j OSP151110
7920 Hazel Port s�
DESIGN NOTES Anchorage, AK 99516 1l to•- �oFE.......
Sheet
ll s� r
2 of 4
SREM
BBIOC
ADVANTEX TANK SYSTEM WITH AX20 POD
(RESERVE SYSTEM)
DESIGN PARAMETERS LEGEND
RESERVE SEPTIC SYSTEM _._,_,-----
WATER LINE/
NO. BEDROOM: 3 (450 gpd)
WELL RADIUS
TANK SIZE: 1500g (P)
TEST HOLE
PERC RATE = 4.7 MPI
NEW SEPTIC
SOIL RATING: 6.0 GPD/SF
TANK CLEAN OUT NO.
AREA ROD: 75 SF
CLEAN. OUT NO.
SYS. TYPE: WIDE TRENCH 0.5' E.D
MIN LENGTH: 15 LF
USED:
15LF X 5,0' WIDE, 0.5' E.D., 1.5' TO
W/ 2' SAND
TOTAL AREA: 75.0 SF
NOTES: PANNONE ENG SVC, LLC
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
RAVEN MOUNTAIN ESTATES #1, 34 L
DRAWN 1 JRL Scott & Jennifer Swift
7920 Hazel Port
DESIGN NOTES Anchorage, AK 99516
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
BFG
BELOW FINISH GRADE
OG
ORIGINAL GRADE
FG
FINISH GRADE
TS&V
TOPSOIL AND VEGETATE
oF, . 0, 1 05/28/15
Steven F2�Pai
CE 8149
*%I NTS
P.I.D. NO
6-032-01
e� PERMIT NO.
OSP151110
Sheet
3 OF
TEST HOLE 1
TOPSOIL
SOILS LOG - PERCOLATION TEST
SLOPE
TEST
SITE PLAN
3 BDRM
�.1 SF�j
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT .
DEPTH? -0-'
DEPTH TO WATER AFTER
MONITORING? - DRY
DATE: 10-23-14
SLOPE
TH 1
READING DATE
CLOCK
NETTIME
WATER
LEVEL
READING
2
IMPS
1 9/30/14
1000
3
7.25"
0"
4
1010
10MIN
GRAVEL&
4.500"
22
GP!
SAND W/ SILT &
5
7.26"
SP
BOULDERS
6
1022
10 MIN
3.600"
7
2.7
5
1024
8
7.25"
T
9
1034
10 MIN
4.250'
10 1
3.6
BOH
1036
DATE PERFORMED:
9/30/14
SOILS LOG - PERCOLATION TEST
SLOPE
TEST
SITE PLAN
3 BDRM
�.1 SF�j
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT .
DEPTH? -0-'
DEPTH TO WATER AFTER
MONITORING? - DRY
DATE: 10-23-14
SLOPE
TH 1
READING DATE
CLOCK
NETTIME
WATER
LEVEL
READING
NETDROP
IMPS
1 9/30/14
1000
7.25"
0"
2
1010
10MIN
2.750"
4.500"
22
3
1012
7.26"
0"
4
1022
10 MIN
3.600"
3.750"
2.7
5
1024
7.25"
T
6
1034
10 MIN
4.250'
2750"
3.6
7
1036
7.25"
0"
8
1046
10MIN
4750"
2.250"
4.4
9 -
1048
725"
0"
10
10'.58
10MIN
4.875"
2.125"
4.7
11
11'.00
7.25"
0"
12
1110
10 MIN
4.675"
2.125"
4]
PEROLATION RATE 4.7 (min/inch) PERC HOLE DIAMETER 6 inches -
TEST RUN BETWEEN 2 FT AND 3 FT
COMMENTS: Test hole excavated by Sparkland Engineering. Test Hole was presoaked before perc test.
PERFORMED BY: Anson Maxness. I, Lars Spurkland, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:Date
PL'1L\L\ONE ENG SVC, LLC �" OF A� \kl 05/28/15
CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 J �F'•" ' .. 4cS l0
PHONE (907) 272-8218 FAX (907) 272-8211 '0 ro .- �-V # Scale
j *: 49 * �� NTS
.......... .. P.I.D. NO
RAVEN MOUNTAIN ESTATES #1, 84 L7 .. 076-032-01
Scott & Jennifer Swift / Steven FZ. 'Pa'nnone'� PERMIT NO.
DRAWN JRL PF,, CE 8149 .'�� OSP151110
7920 Hazel Port
SOILS
SOILS LOG Anchorage, AK 99516 Ilk/\9�R7a�s....4 Sheets 4 OF4
\\
MUNICIPALITY OFANCHORAGE
Development Services Department
Onsite Water 8 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: Oct 25, 2004
Expiration Date: Oct 25, 2005
Permit Number: SW040456 Parcel ID: 076-032-01
Legal Description: 988 Mourifain Estates #1 gjock 4 Lot 7.,'
Design Engineer: 0019 Flattop Technical Services Site Address: P.O. Box
Owner Name: Brandon L Ruckei Lot Size: 28362 SO. FT.
Owner Address: P.O. Box 1395 Total Bedrooms: 1 Permit Bedrooms: 1
Girdwood , A 99587 -
This permit Is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank Q 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:
Date:
Issued By: V: Date: o
Municipality of Anchorage
• --1 Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. '0%-40 •b/ Permit Number SW
Property
Mailing
Site address
I phone
Code
Code
Legal description (Lot, Block & Sub'd.) _A� V1r7 &&1d2tl y] ESTWe -"/ Blk'4 LOT ;Z
Legal description (Section, Township & Range)
Lot Size o�8s1bp Acre q.F
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only ID Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: Lak Date of Payment:
Receipt Number: ��JGa h^A Receipt Number:
(Rev. 09/04) -i—
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
Permit Number: SW030459
Legal Description: Raven Mountain Estates #1 Block 4 Lot 7
Design Engineer: 0019 Flattop Technical Services
Owner Name: Brandon L Ruckel
Owner Address: P.O. Box 1395
Girdwood , A 99587-
Date Issued: Oct 24, 2003
Expiration Date: Oct 23, 2004
ParcelID: 076-032-01
Site Address: P.O. Box
Lot Size: 28362 SQ. FT.
Total Bedrooms: 1 Permit Bedrooms: 1
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank E 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. 1 The following special provisions.
NO WATER WELUSHALUBE DRILLED ON THIS PROPERTY UNTIL -AN APPROVED WASTEWATER SYSTEM
BIAS BEEN CONSTRUCTED.
'r
Received By: Date: 140-2-9-03
Issued By: iLt!�A Date: /-
MUNICIPALITY OF ANCHORAGE
Building Safety Division
SA Ci•
MEMORANDUM
DATE: October 24, 2003
TO: File
FROM: Joe Goodall
Engineer II, On -Site Water Wastewater Program
SUBJ: Raven Mountain Estates #1 Block 4 Lot 7
Directed by jim cross, I approved a vault privy. There is no soil test
for this lot. this privy consists of a 500 gallon single compartment steel
tank. No water well shall be drilled on this property until an approved
wastewater system has been constructed.
Municipality of Anchorage
• Development Services Department e
j Building Safety Division ,
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERMELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O 76- Ci .T2 — O / Permit Number SW
Property cwner(s) 0r..tnc%i, [,. (?-Ctee / Day phone 7o I —293 9
Mailing.address (1)_ P. o. (3 r, x 1395
Mailing address (2) �r+rvtwae t Zip Code 99 S'& 7
Legal description (Lot, Block & Sub'd.) Let 7 3/1- Y. Ra ✓en Mo..,, I* #, exAmATr #p:t
Legal description (Section, Township & Range)
Lot Size Z9,362— Acres/Sq.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only ® Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees: '�Y00 `r -
Waiver Fees:
Date of Payment: 10 / 2 ! / 0 3 Date of Payment:
Receipt Number: % 'Receipt Number:
(Rev. 12/00)
,.,FLATTOP 'TECHNICAL SERVICES: _
CIVIL & ENVIRONMENTAL ENGLVEERL`(G • ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E.
PH: (907) 345.1355
October 21, 2003
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to install a vault privy on Lot 7, Block 4, Raven Mountain Estates, Unit #1, located on Crow
Creek Road in Girdwood. A site plan, design drawings and specifications are enclosed for your review.
The owner of this lot is in the process of applying for a land use permit allowing use of a teepee
structure on this lot. After consultation with Jim Cross he has elected to install a vault privy to avoid the
disturbance associated with test hole excavation, as well as to save the cost of the soils analysis. He is
aware that this permit will not allow him to drill a well on this lot and he plans to utilize water
transported in plastic jugs for eating, drinking and washing. The owner is also aware that his gray water
will have to be collected and disposed of properly off-site.
As indicated on the site plan, the topography of much of the lot slopes steeply down towards the
north and east; however the area where the vault privy will be installed is on a relatively level bench
with much gentler slopes leading down to Crow Creek Road. There are no wells or septic systems or
surface waters within 100 feet of the proposed vault privy.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will it have any significant impact on
reserved space -surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
T� 7n<-�
Ted Moore, P.E.
N
UNSUBDIVIDED
\
52'
PROPOSEDI-BDRM
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HOUSE SITE 700
PROPOSED
VAULT PRIVY
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25%
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LOT 7, BLOCK 4
50%_ c
RAVEN
MTN. EST. #1
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LOT 6
NO WELL OR SEPTIC SYSTEM
rad Or A4t
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9TH �`v "1*�1
LOT 7, BLOCK 4, RAVEN MOUNTAIN EST. #1
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GIRDWOOD, ALASKA
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VAULT PRIVY SITE PLAN
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FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET
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14530 ECI10 STREET DRAWN BYTFM
-
ANCHORAGE. ALASKA 99516 OCTOBER, 2003
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
o
9TH j• -A
TH OOCR_ F. MOORS ;
CC -3589
5G0 -GALLON
SEPTIC TANK
4• VENT PIPE
MANHOLE
RISER
SEAT
4'x4' PRIVY
STRUCTURE
PLAN VIEW
500 -GALLON
'SEPTIC TAMC
CROSS—SECTION VIEW
4' VENT PIPE
4'x4' PRIVY
STRUCTURE
SEAT
FINAL GRADE OVER TANK
MANHOLE
RISER
4'
DEPT. OF HEALTH &
ENVIRONMENTAL PROTEMON
'JUN
ECEIVED
–SCREENED
VENT
REIN
RCD
CONSTPVCTION NOTES
I. SIDES 8 DOOR CAN BE TONGUE 8 GROVE
WOOD OR EXTERIOR PLYWOOD
2. DIMENSION LUMBER CAN BE 2'x3' OR 2'x4'
3. ROCF CAN BE ANY WATERTIGHT MATERIAL
OF ADEQUATE STRENGTH
OR 4' DIA.
VENT PIPE
1
:Q.
NOTES
Tt—��•
TI HT
T 7
I.
THE PRIVY MUST BE -LOCATED AT LEAST 100 FEET FROM
DEPT. OF HEALTH &
ENVIRONMENTAL PROTEMON
'JUN
ECEIVED
–SCREENED
VENT
REIN
RCD
CONSTPVCTION NOTES
I. SIDES 8 DOOR CAN BE TONGUE 8 GROVE
WOOD OR EXTERIOR PLYWOOD
2. DIMENSION LUMBER CAN BE 2'x3' OR 2'x4'
3. ROCF CAN BE ANY WATERTIGHT MATERIAL
OF ADEQUATE STRENGTH
OR 4' DIA.
VENT PIPE
1
NOTES
Tt—��•
TI HT
T 7
I.
THE PRIVY MUST BE -LOCATED AT LEAST 100 FEET FROM
Y.O.
ANY DOMESTIC WATER SUPPLY Or .,,ZT ,
"'
f
CA.�k c•r�11.Gcele roc :... s :S. i
S;i LUMBER I"�
t� !
_C -x ta^SI;f•.� oS iw nC[3•- j. ?,�;+l:t w�..ar
A
A
2.
THE BOTTOM OF AN OPEN PIT' CANNOT LEGALLY BE CLOSER
THAN.1 FEET TO THE WATER TABLE. A WATER TIGHT CONC.
-_-''
TANK CGN BE INSTALLED INTO THE WATER TABLE. IF NECESSARY
Section A -A
3
THE PIT SHOULD HAVE AT LEAST 50 CUBIC FEET OF STORAGE
WOODEN CRIBBED P17 w/ OPEN BOTTOM
CAPACITY AND BE CONSTRUCTED OF MATERIALS THAT DO
NOT DETERIORATE RAPIDLY.
4.
VENT THE PIT THROUGH THE SEAT BOARD WITH A FLUE OF
'
AT LEAST 7 SO. IN OF AREA. INSTALL THE FLUE FLUSH WITH
THE UNDERSIDE OF THE SEAT BOARD AND EXTEND 17 AT
LEAST 12 IN ABOVE ROOF LEVEL. INSTALL VENTS TO ALLOW
ENTRANCE OF AIR IN7.0 THE PIT.
5.
PROVIDE A SCREENED VENT NEAR THE TOP OF THE
T,
BUILDING TO PREVENT TRAPPED ODORS.
6
THE PRIVY SHOULD BE INSECT -TIGHT WITH A SELF-
!:
CLOSING DOOR (SPRING OR COUNTER WEIGHT) ALL VENTS
e
SHOULD BE COVERED WITH 16 MESH SCREEN.
0
A I.i
_;'
3 M t
A
7
HINGE THE SEAT COVER IN SUCH A MANNER THAT IT
h i
h I
WILL FALL SHUT. THE SEAT COVER SHOULD FIT TIGHTLY
OVER THE SEAT OPENING TO KEEP OUT PIT ODORS.
S.
USE POLYURETHANE PAINT ON ALL INSIDE WOOD
SURFACES
_J
Section A -A
—3'CCNC.
WALLS
'
8 BOTTOM
Cl."+ETE FIT
(WATER T'GHT TANK)
(Flattop ?ecfiinica[Semku
14530 Echo Street, Andwruge, Ax 99516
Thone (907) 345-135S
Lot 7, Block 4, Raven Mountain Estates #1
Crow Creek Road, Girdwood, Alaska
Vault privy installation
Specifications
1.0 General:
1.1 The scope of the project consists of installation of a vault privy utilizing an approved 500 -gallon
septic tank to contain excreta, which will then be pumped and transported to an approved disposal
facility.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspection.
All construction procedures and material specifications shall conform to Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
2.0 Vault Privy Tank
2.1 The new 500 -gallon single -compartment septic tank shall be Municipally approved and have a
bituminous coating. The manhole shall be fitted with a waterproof manhole riser extending to just
below the level of the seat in the privy. An uncapped vent pipe made of ASTM D-3034 PVC shall be
plumbed into the side of the manhole riser and from there extended up through the roof of the privy
structure.
2.2 The aboveground privy structure shall be fabricated to the owner's design in accordance with
all of the requirements of the latest edition of the Sanitarian's Handbook or as illustrated on the
Municipal handout.
3.0 Inspection:
3.1 One (1) engineering inspection will be necessary after the privy is constructed to document
conformance with these specifications and Municipal requirements. The owner shall provide a receipt
documenting that the tank is an approved coated septic tank.
