HomeMy WebLinkAboutGLENN VIEW ESTATES LT 13 Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~,~¢~¢2 Z--~ PID Number:
Name:
~¢/~ ~Y~ -- ~u~ C~/5~ Wastewater System: ~New ~ Upgrade
*~'~ Z~¢ ~~ ~~ ABSORPTION FIELD
No. of Bedrooms:
Phone:~ ~ ~/~ /~ ~ ~ ~Deep Trench ~ Shallow Trench D Bed D Mound D Other
Total Depth from original grade:
LEGAL DESCRIPTION Soil Rating: ~1~ GPD/Sq. Ft. ~'~
Subdiv~ion: Depth lo pipe bosom from original grade: Gravel dep~ beneath pipe
Lo,~5 -- Block: ~/ V/~ ~ ~' ~ Ft. ' Ft.
Township: 2¢~ Range: /~ Section: /O FiH added above original grade: Grave~:
I' ~ ~t, ~t~
Number of lines: Distan~¢een lines:
WELL: ~New ~ Upgrade 6r~ve~ ~idth: ~ Ft. / Ft.
Classification (Private, A,B,C):~) V* ¢~ Total Depth: Ft. Cased To: Ft. Totalabso~i~ea: SQ. Ft. Pipe material:/~.¢/~ / ¢~¢~¢*/ _
Driller: Date Drilled: StalicWater Level: Installer: Date installed:
Yield: GPM Pump Set at: Ft.~] Casing Height Above Ground:Ft. T~
SEPARATION DISTANOES ~eptic U Holding D S.T.E.P.
To Septic Ab~o~tion Lift Holding ~/¢rivate Manufacturer: Capacity in gallons:
Fro~ Tank Field Station Tank Sewer Lin~ ~ ~' T- ~ ~
Su~ace
W~te~ q/O0' ~/~ .... ~ W/Z LIFT STATION
Lot Size in gallons: Manufacturer:
Line ~ ~ -~ ~ ~
Foundation ~, [~, ~/~ "Pump on" level at: J "Pump. o~b%~i' a;~.-'-'" High water alar~ at:
Cudain ~/~ ~ ~ . .. ~) Pump Make ~.M~I'~ ~ Electrical Inspections pedormed by:
Drain
Remarks: BENCH MARK
Location and Description:
~ ~ ~ //
Assumed Elevation:
Inspections pedormed by: ~ ~ S Dates: 1st ~¢/¢~/¢¢
Depadment of Health and Human Se~ices approval
Reviewed and approved by: ./~,, ate:
72,O13 (Rev. 9/91) MOA 25
Permit No. 9700028 Page 2 of 2
Municipolity of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchoroge, Alaska 99519-6650 · Telephone: 345-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legol Description: GLENNVIEW LOT 13
PID No.: 051-521-50
LOT 14
NO DEVELOPMENT
LOT 13
SWING TIES
A-C = 7§,7'
B-C = 108.O'
A-D = 64,2'
B-D = 72.1'
100' ~
N ,9'51'18' E
LOT 12
NO DEVELOPMENT
15' EL,SCT~C AND
PHONE P..A5 DM ~NT
ELEVATIONS
(NOT TO SCALE)
TOP OF ~ZS~-;;S-G~;;~ 7~b~
ASSUHED ELEV = 107,~8'
ORIGINAL ~
GROUND ~
LEVEL AT~ 0
93,8'
II NO GWT
LL/77'8'
SCALE 1"=60'
4-21-97
ENGINEER'S SEAL
~.. .......... ...-:.~%,
.gt'_,q?..'" ,,~J'.. ~ ~
,~.."' 49 T__H~ "..~,
..... Lt tz.-~ 'Z~.~ ............
.,--.-,~c........~Cf...~.?-, ."~..?. ,-f. .......
,-f.. LOUIS A. BUTERA ."q~,,
~,~"-. CE-6756 .." .~
....
/ dPr c ?v
PAGE 1 OF
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUM2~N SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970028
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:ARCTIC DEVCO INC
OWNER ADDRESS:P.O. BOX 3489
PALMER, AK. 99645
PARCEL ID: 05152126 ~,~d ~lO~ 0~1 -~/~O
LEGAL DESCRIPTION:
T15N R1W SEC 10 SW COR NW4
LOT SIZE: 40425 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
DATE ISSUED: 2/27/97
EXPIRATION DATE: 2/27/98
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SA~ME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ISSUED BY:
Louis Butera, P.E.
P.O. Box 773294
E~gl~ R~,,~, AK 99577-3294
ervices
(907) 694-5195 tel
(907) 694-3297 f~×
February 12, 1997
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Narrative & Permit Application
Glennview lot 13
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
MUNICiPAU'rY OF ANCHORAGE
ENVIRONM[NTAL SERVICES DIVISION
R. C E t V l)
\I997\97-006A-NAR.DOC
P.O. Box 773294
Eagle I~iver, AK 99577-3294
En ineerin
Louis Butera, P.E.
Services
(907) 694-519,5 tel
(907) 694-,3297 fa,,
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: Glennview Lot 13
02/14/97
A. GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shaI1 be a part of this specification.
3. AIl materials and workmanship shall meet the Anchorage Department of Health and State
Department of Environmental Conservation requirements.
4.All soil tests are advisory to the design and are to be verified or modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet
Municipality of Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any
adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer
approval.
8. It is always recommended that a surveyor locate the nearest lot line position and the location of any
easements.
9.Any remaining open test hole excavations shall be filled.
B. SEPTIC TANK/LIFT STATION
1. Septic tank shall be a 1250 gallon MOA approved Tank.
C. TRENCH
1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 10.0' at any point.
4. The effluent line within the trench shall be laid level within 0.03'.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of Y or equivalent is to be placed
over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private ;yell, 150' to any
Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACITFIELD DIMENSIONS:
TOTAL DEPTH = 10 ' GRAVEL DEPTH = 7' under pipe, 2" over pipe
TRENCH LENGTH = 54' TRENCH WIDTH = 3'
SOIL RATiNG = 0.8 GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK = 1250
Twenty-four (24) hours notice required for all inspections.
25'
LOT 12 ~¥~Te~S *~¢~'
[] - TEST HOLE
· - MONITOR TUBE
o - SEWER CLEANOUT
~ - WELL
NO SURFACE WATER ~SEMENT
NO KNOWN CURTAIN DRAINS .... PROPOSED L~CHFIELD
~- EXISTING L~CHFIELD
WELL/S PTIC S TE PLAN
'LEGAL: Olennvie~ lot 13 ~-c u~ 4/ ~II
~,~%~.. .... .~fil~
[JOBff 97-006 IDA?E: 2/14/96 I SCAt_E 1== ~ ~~~..~
~ EAOLE RZVE~ ENG[NEERJNO S~;RWCES ~:-- .... - ... ~
~ P.O. Box 773294 ~i~ ', CE-6736 .' ~
~ ~ (907) 694-5195 FAX.. (907) 694-3297 'll.-a¢O~ss~o~~-
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 7'73294
Eagle River, Alaska 99577
(907') 694-5195
ERES Project No.: 97-006
Calculated By: LB
Date: 2/14/97
Legah GLENVIEW LOT 13
Single Family 4 Bedroom Dwelling
TESTHOLE1
Deep Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 600 gallons
Percolation rate = 7.63 minutes per inch
Wastewater application rate =: 0.8 gallons per day per square foot
Required absorption area = 750 square feet
Trench width (W) = 3 feet
Gravel depth (D) = 7 feet
Required length = Required absorption area / 2 / D
Required length = 750 / 2
Required length = 54 feet
Total Excavation Depth = 10.0 feet
/ 7
DEPARTMENT OF HEALTH & HUMAN SERVICE<-; ~ :~~~
LEGA~ OESCRIPTION:~ ~J~ ~5 Township, Range, Section: (/~N
SLOPE SITE PLAN
6
7
8
9
10
11
12
13
14
~5
16
17
18
19
20
WAS GROUNO WATER
ENCOUNTERED?
Time T~me Water Orog
L
PERCOL,~,TION RATE '~' ~'~-"~ (mmuies/mcn) PERC HOLE DIAMETER __
TEST RUN BETWEEN ~:7 FT AND ¢ FT
COMMENTS
"ER~ORM~O BY: E ~. F_~
SINGLE FAMILY ON-SITE WORKSHEET
ERES PROJECT NUMBER: 97-006
LEGAL DESCRIPTION: GLENVlEW LOT 13
NUMBER OF BEDROOMS: 4
WATER USE PER BEDROOM: 150
PERCOLATION RATE: 7.63
DEPTH TO GROUNDWATER: 16
DEPTH TO IMPERMEABLE LAYER: 16
ANTICIPATED DEPTH OF COVER: 3
MOUND OR BED SYSTEM
CALCULATED BY: LB
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
MINIMUM BED LENGTH
12 FEET WIDE BED
15 FEET WIDE BED
TRENCH SYSTEM
WASTEWATER APPLICATION RATE:
ABSORPTION AREA REQUIREMENT:
SHALLOW TRENCH OPTIONS
5 FEET WIDE TRENCH
GALLONS
MINUTES PER INCH
FEET
FEET USABLE SOIL STRATA
FEET TOTAL USABLE DEPTH:
USABLE SOIL STRATA DEPTH:
0.5 GAL/SQ.FT
1200 SQ.FT
10
100 FEET
80 FEET
0,8 GAL/SQ.FT
75O SQFT
DEEP TRENCH OPTIONS
3 FEET WIDE TRENCH
EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH
DEPTH (FT) ENGTH (FT) DEPTH (FT) ENGTN (FT)
1 131 4 94
2 105 4.5 83
2.5 95 5 75
3 88 5.5 68
3,5 81 6 63
4 75 7 54
8 NA
9 NA
DESIGN SPECIFICS
FIELD SYSTEM:
GRAVEL DEPTH:
TRENCH OR BED WIDTH:
LENGTH:
TOTAL
EXCAVATION
DEPTH:
D (B=BED, S=SHALLOWTRENCH & D=DEEP TRENCH)
7 FEET
3 FEET
54 FEET
10.0 FEET