HomeMy WebLinkAboutGLACIER VIEW HEIGHTS BLK D LT 9
.~?ic!f ~Uystrom,
Mayo~
Depa "lment - ea th and uman Se ,'vices
825 "L" Street
P.O. Box 196650 Anchorage. Aias,,a ?~519-6650
343-4744
April 17, 1998
Earl R Stiltner
11901 Business Boulcvard #103
Eagle River, Alaska 99577 7701
Subject: Lot 9 Block D Glacier View Heights - 22849 Myrtle Drive
Permit #SW970055, PID #050-491-19
The subject permit, issued April 10, 1997 by this office for a
single family well and/or on-site wastewater system, has
expired as of April i0, 1998.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. Ail inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If yoj~have any questions, please call this office at 343-4744.
sincefiely,
Ja~es Cross, P.E.
PrOgram Manager
On-site Services
enc: Copy of Permit
cc: KND Engineering
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970055
DESIGN ENGINEER:KND ENGINEERING
OWNER NAME:NERAK, INC.
OWNER ADDRESS:P.O. BOX 871647
WASILLA, AK. 99587
DATE ISSUED: 4/10/97
EXPIRATION DATE: 4/10/98
PARCEL ID:05049119
LEGAL DESCRIPTION:
GLACIER VIEW HEIGHTS BLK
D LT 9
LOT SIZE: 38472 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
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 (18A~C80).
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 SANE DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
PRIOR TO CONSTRUCTION OF THE PROPOSED THREE BEDROOM
HOUSE AND THE PROPOSED SEPTIC SYSTEM, SOIL TESTING
MUST BE PERFORMED I~ ACCORDANCE WITH AMC 15.65
RECEIVED BY:~
DATE:
ASTEWATER
LOT 8
DISPOSAL SYSTEM DETAILS/SITE
LOT 9, SLBCK D, GLACIER ViEW HEIGHTS
PLAN
BT 10
LOT 3
BT 4
P~ESSURIZED
DISTRIBUTION SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
2. HOLE SIZE 3116' = 1.00 GAL. PER HOLE @ 30 PSI
3, 30 GALS (PUMP DELIVERY)/1.O0 GALS./HOLE - 30 HOLES
4, 56,25 LF LATERAL/30 HOLES = 1.8' SPACING PER HOLE
5. AL[_ HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS,
6, HULLS AT END OF LATERAL SHALL BE CONST. W/O CAPS AND PLACED DOWN,
7. CONTRACTOR SHALL USE ] 1/4' PVC FROM TANK TO FIELD AND IN FIELD.
DESIGN DETAILS
3 BORN X 150 GPO 450 GPO
450 GPO/O.8 GPD PER SQ. FT. = 562.5 SQ. VT
562,5 sF/2' X 5 (5,0' GRAVEL) - 56,25 FT, TRENCH
CONSTRUCT 2 2' X 28,5' X 5' TRENCHES
CONTRACTOR IB EXCAVATE 2 TESTFIBLES. ENGINEER WILL VERIFY SOILS
AND CONDUCT PERC. TEST TD CONFIRM SYSTEH SIZE PRIOR TU CBNST.
Tote/ depth oF system is 6' From origlna[ grade,
NOTES',
1. USE 1250 GALLON S.T.E.P. TANK. INSULATE TANK IF <4' COVER.
INSULATE TRENCHES WITH 2x HD BURIAL FI]AN..
3. CONTRACTOR WILL ENSURE MAXIMUM 2Z SLOPE INTO SEPTIC TANK,
4. ADDITIONAL FILL WILL BE ADDED lIVER SYSTEM TO ACHIEVE
MEN. 3' COVER.
PREPARED FOR:
NERAK CONSTRUCTION, INC.
P.O. BOX 770308
EAGLE RIVER, AK 99577
KND ENGINEERING
20441 PTARHIGAN BLED
EAGLE RIVER, Al<, 99577
(907)696 6111/Fax (907)696-8111
WASTE~4A-FFR DISPOSAL SYSTEIvl ]3ETAIkS?SITE PLAN
LBT 9, ]3LOCI< D, GLACIER VIEW HEIGHTS S/D
LOT 8
LOT 3
LBT
LOT 10
4
NOTES',
l,
2,
3,
4,
DESIGN DETAILS
3 BORN X 150 GPD- 450 GPO
450 GPO/O,8 GPO PER SO, FI,- 562,5 SO, FT
562.5 sF/a' X 5 (50' 6RAVE[) 56,25 FT, TRENCH
CONSTRUCT 2 - 2' X a8,5' X 5' TRENCHES
Total depth oF system is 6' From original 9rode,
USE 1000 GALLON SEPTIC TANK, INSULATE TANK IF <4' COVER.
INSULATE TRENCHES WITH 2~ HD BURIAL FOAM,,
CONTRACTOR WILL ENSURE MAXIMUM 27. SLOPE INTO SEPTIC TANK,
ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN, 3' CE]VER.
PREPARED FOR:
NERAK CONSTRUCTION, INC,
P,O, BOX 770308
EAGLE RIVER, AK 99577
KND ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, Al<, 99577
(907)696-6111/Fo.x (907)696-8111
DATE: 3/17/97 J nR~WlNG ~
SCALE: 1' = 100'J 96066-S1
Munic~palily of Anchorage
DEPAR rMEN1 Ob ;,lEAL [FI & FIUMAN SERVICES
82.5 "L" Slreel, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
SLOPE
, ~, WAS GROUND WATER
¢ 5(,~;r~ /'/~/bC~j-'¢~ .~" - ENCOUNTERED?
/,'0¢f'¢¢~.-?/ DEPTH?IF YES, AT WHAT
'1
2
3
4
5
6
?
8
9
10
'1 '1
]2
13
14
15
16
17
18
19
2O
.....
DATE PERFORMED:
SITE PLAN
,,'~'O
Reading Dale Gross Nel Deplh to NeE
Time Time Waler Drop
/ q: ~o m.,,~ ¢ ~
PERCOLAflONRAf[ . /// __ ~mmules~mch~PERC HaLL DIAMETER ~
]ES] ,r~LJN l_,[: fWF. EN --~'"~ _ FI' AND __~' ~-. £1
Municipalily ol Anchorage
DEPAR[MENI OF HEALTH & HUMAN SERVIC;£S
825 "L" Slreel, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
,//,,-~ SLO,~E
1
2
3
4
5
6
7
8
9
10
'11
12
13
14
15
16
17
18
19
2O
/ - ~. WAS GROUND WATER
~ ¢/~/j'~' ./)/.//¢/¢'y'C~Z ~ ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
D~plh Io Water Aller ,p~_
Monitoring?
Reading Dale
F
Gross
Time
//
Net Depth
Time Water
5;9
.5' '/z
PERCOLATION [IAlE Z¢(~) __. tmlnuleS/mChl PLRC IIOLE DIAMEIER
Nel
Drop
SITE PLAN
Municipalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'L" Streel, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Ran9e, Section: ~'~/¢Y,~ /'~/"'¢" -'¢~',,/
SLOPE SITE PLAN
I
WAS GROUND WATER ./
ENCOUNTERED?
S
L
IF YES, ATWHAT
DEPTH? ~/~ pO
E
Depth Io Waler A[ler
Monilorin9? ~ Dale: C~.~'.
Gross Net Depth lO Net
Reading Date Time Time Water Drop
7 :,.¢: /o ye --
PERCOLA liON RATE // (m,nuJes/inch} PERC HOLE DIAMETER ~:~ //
TEST RUN BETWEEN ,'~ FT AND ,~ FT
PERFORMED BY ~'~--~ ) , . . CERIlFY TNAI THIS TEST WAS PERFORMED IN
ACCORDANCE WI1H ALL STA'E A'~D MUNICIt:ZA'[ GUIDELINES IN EFFECT ON THIS DATE DATE ~---~-?-~/~
~"
1
2
3
4
5
9
10
'11
13
~4
16
17
18
19
20
Municipalily ol Anchorage ~ . (;~H
DEPAR FMENT OF HEALTH & HUMAN SERVICES ,...~,~.~.~.~o~.,~.~,,
825 "L" Street. Anchorage. Alaska 99502-0650 ~ ,~.;
~ %~ Kenneth
SOILS LOG ~ PERCOLATION TEST ~ ~%,. cE 7~
Township, Range, Sect,on '~/~/"~',~ /Z::~/~, ~
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
s
IF YES, AT WHAT ~)
OEPYR? /¢'.,~ p
E
Depth Io Waler Alter
Reading Date Gross Net Deplh to Net
Time Time Water Drop
I io: / o 1~-,~,'/¢ ¢' ,/2 ,. ~
PERCOLATION RATE ~'(~) mrnutes/~nch) PERC IIOLE DIAMETER
~[ D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
March 18, 1997
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Lot 9, Block D, Glacier View Heights S/D
Gentlemen:
Last year we submitted a request for an on-site well and septic system for the
referenced lot. A site inspection was held on the lot with your department. A
request to modify the submitted drawings to provide for a minimum of 35'
separation from the system and slopes in excess of 25% was made at that time.
Before that modification could be completed the owner requested that we withdraw
the request for permit, which we did. The owner has refinanced the property and is
now requesting a new permit for the lot. We have attached modified plans to
account for the separation distance between the excessive slopes and the field as
requested. In conjunction with this design we are submitting a request for wavier to
slope of 35' for this site.
All other information is as previously submitted in September 1996.
If you have any questions regarding this application, please contact me at 696-
6111/FAX 696-8111.
Respectfully submitted,
~il~[iD_) Engineering
Kenneth M. Duffus, P.E.
attachments:
On-Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
MUNICIPALITY OF A NCHORA GE
ON-SITE WA TERAIVASTEWA TER DISPOSAL RYSTEM
FIELD AUDIT
Legal Description
Site Address
Engineer/Firm
Document Type
Excavator /~'"/~'/-
Inspection Findings
'l~'~- C~7~
Initials
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEAL TH & HUMAN SERVICES
On-Site Services Transmittal Sheet
The attached paperwork has been reviewed and is being returned
for the following reason(s):
Discrepancy in legal description and/or owner name.
__ Discrepancy in number of bedrooms.
__ Signature and/or stamp missing on
Show measured distances to sewers/wells, curtain drains
and streams within 200 feet of proposed system.
__ Replacement disposal site not shown and/or tested.
__ Calculation error in design.
__ Show locations of all soils, percolation or water table
tests.
__ Proposed system too deep for soil test submitted.
__ Topographic information missing or inadequate.
__ Narrative missing or inadequate.
__ Additional soil/perc test needed.
__ Sand filter requirements not satisfied.
__Water monitoring results missing or inadequate because
Incomplete; missing.
__ Well log required.
__ Water sample unacceptable because
__ Other
Please supply the necessary information and re-submit your
request. Your cooperation is appreciated.
Reviewer Date
LEA VE THIS FORM ATTACHED TO PAPERWORK
/203-rev. 4/93
FROM:
TO:
DATE:
1,
Municipality of Anchorage
REQUEST FOR VOUCHER CHECK
Health & Human Services
(DEPARTMENT)
MUNICIPAL CONTROLLER
October 4, 1996
37505
10gg VOUCHER NO. PAYMENT CT. V VENDOR NO.
REFERENCE NO. INVOICE DATE INVOICE NO,
CHEC~ NO. CHECK CATE ! PREP APPR
REQUEST THAT A MUNICIPALITY OF ANCHORAGE CHECK BE ISSUED TO:
Name [z-,-tN~) Engineering
Address 20441 Ptarmigan Boulevard
Eagle River, Alaska 99577
2. THIS PAYMENT IS FOR THE FOLLOWING (SUBSTANTIATION ATTACHED):
The application for an on-site wastewater disposal system and on-site well had been
rescinded. The engineer, has requested to cancel the application. This office has
agreed. Please refund the on-site sewer and well permit fees.
Lot 9 Block D Glacier View Heights S/D
3. DISPOSITION Of CHECK:
(1) :}~ MAILTO PAYEE
(2) D MAIL TO PAYEE W/A'I-rACHMENT
(3) D NOTIFY PAYEE TO PICK UP IN TREASURY
Name'
Phone No,:
4. ACCOUNTS TO BE CHARGED:
AUTHORIZED USE ONLY
(6) D NOTIFY DEPARTMENT EMPLOYEE
WHEN CHECK IS READy IN FINANCE
Name:
Org. No.: Phone NO,:
ITEM; ENTER ALL POSITIONS OF ACCOUNTING DISTRIBUTION
NO. DESCRIPTION Or /CC AccUOb1 Task Opt Cost Cir. WA/WO AMOUNT
i S ;~ ;r P :rmi £ ~-~i:e 25)0 (.4~6 320. 0
I :
2 ~ ;1 ~e :mit )~-s[t. 2570 c~426 120. PO
5. TOTAL AMOUNT OF CHECK
............. ~ $ 440.(~0
6, SIGNATURES (~t[ ,....~,~ ~'-'~,~C",'~-c.~c,a ~ 343-4744
Employee P~Y~e No. Approving Authority
7. INSTRUCTIONS
a. To be used only when payment cannot be made by purchase order, travel expense report, travel authorization or petty cash.
b. Must be approved by department head unless approval authority is delegated in accordance with Policy and Procedure 24-7.
c. Retain carbon copy for your file.
40~)01 (Rev. 2/91} MOA ff15
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Services Division
Telephone: 343-4744
OS- O2314
ON-SITE SERVICES FEE DOCUMENTATION
Date Paid: . ' ' -- Permit Number:
Nam,e~of P~ayer: (Na~me on Check)
?~'5/v/-'~ ~ Receipt #'
Mailin~ AdCr~ss: (~heck)~ , _ ~ ~ ~ , '
ega Description(s): ~L~:~ ~ . . . ~
Type of Payment: (Indicate Amount Paid)
}ealth Authority:
~ewer & Well Permit:
Well Permit:
Sewer Permit:
Copy Request:
72-034 (Rev. 10/87)
Excavator Permit:
Engineer Permit:
Pumper Permit:
Well Driller Permit:
Tank Manufacturer:
(Waste Treatment)
DISTRIBUTION:
WAIVERS:
Lot Line:
Well to Tank:
Well to Field
Field to Surface Water
Tank to Surface Water
WHITE--MASTER FILE
CANARY--PROGRAM FILE
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
On-Site Sewer/Well Permit Application
NOTE: Applicalio .... St be filled out completely SINGLEA=AMILY DWELLIN,G
Propedy Owner Name ~[/ ~ V¢~~
Parcel Idenlificalion Number
Day Phone ~ ~'~ ~ o¢~
_ Code
Lol Block
e~V, ~ue,c
....
'.L~'~, [_~ ~_~ . .' ~ectlo. Township ~"~,~/' / ~' ~.) Range
Lot Size 7 ~, //~ ~ Acres~ Inspections will be conducted by:
Number of Bedrooms: ~ __ ~ / Approved Engineering Fi~ '
(s~o~r~;s~c ~ ~ofthe fo l w, ~ Municipali~ (permit fee~
Doe on ' y or Water;o~;o~, S%ing %;;;s~~e~l. Jacuzzi~
This application is for: Sewer Only s~w~r ~'~d Well ~ . Sewer Upgrade ~ Well Only
I cedify that the above information is correct. I fudher cedify that this application is being made for a Single Family Dwelling
and in accordance with applicable Municipal codes.
Fees: ~ Receipt ¢ ~//C~*~ Permit fl
72-01~ (Rev 10/86}
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEAL TH & HUMAN SERVICES
On-Site Services Transmittal Sheet
The attached paperwork has been reviewed and is being returned
for the following reason(s):
__ Discrepancy in legal description and/or owner name.
Discrepancy in number of bedrooms.
Signature and/or stamp missing on
Show measured distances to sewers/wells, curtain drains
and streams within 200 feet of proposed system.
__ Replacement disposal site not shown and/or tested.
__ Calculation error in design.
____ Show locations of all soils, percolation or water table
tests.
__ Proposed system too deep for soil test submitted.
__ Topographic information missing or inadequate.
__ Narrative missing or inadequate.
__ Addit'ional soil/perc test needed.
__ Sand filter requirements not satisfied.
__Water monitoring results missing or inadequate because
__ Incomplete; missing
__Well log required.
__Water sample unacceptable because
Please supply the necessary information and re-submit your
request. You ~/~i6ope r a t ion/~ appreciated.
LEA VE THIS FORM ATTACHED TO PAPERWORK
/203-rev. 4/93
K~D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
September 9, 1996
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Lot 9, Block D, Glacier View Heights S/D
Gentlemen:
On August 28, 1996, two testholes were dug on the above property. The soil logs,
percolation tests and water monitoring results are attached. Based on this
information, we have designed both an original and a replacement sewer system for
the proposed dwelling.
As you can see, the majority of this lot is extremely steep. The lot has been surveyed
and an exact top of slope is shown on our design drawing. Due to area wells and
sewers, we have only one option for the location of the sewer system. We are
therefore requesting a waiver to slope to accommodate the system. To mitigate the
potential impact of installation near the slope, we have shortened the trenches to
the greatest extent possible, regraded portions of the property to reduce grades and
also divided the total trench required into two shorter segments. Due to the dry and
porous nature of the soils, I am confident that there will be no negative impact
created by being within 50 feet of the slope change. As designed, the trenches are
within 20 feet of a significant slope change and have been placed within an existing
25% slope. I am requesting that a waiver be granted to this required setback ("0" feet).
There is no surface water within 100 feet of our proposed development, nor no
known curtain drains within 50 feet.
If you have any questions regarding this application, please contact me at 696-
6111/FAX 696-8111.
Respectfully submitted,
~t~] _~ Engineering
Kenneth M. Du£-fus~.E.
attachments:
· v,4t
On-Sire Well and Sewer Applic~fion
Wasfewafer Absorption S~sfem Derails/Sire Plan
Soils Lo~/Percolafion Tesf
WASTEWATER DISPBSAL SYSTBM ]3ETAILS?SITB PLAN
LBT 9, BLBCK D, GLACIER VIEW HEIGHTS S/D
LBT 8
LBT 3
LB'l- 4
NO PUBLIC WELLS WITHIN 800' OF
PROPOSED SYSTEM,
DESIGN DETAILS
3 BDRM X 150 GPD - 450 GPD
450 GPD/0.8 GPD PER SO, FT. 562.5 SQ, PT
56~,5 sF/2' X 5 <5,0' GRAVEL) - 56,25 FT, TRENCH
CONSTRUCT ~ a' X 28,5' X 5' TRENCHES
Total depth oF system is 6' From orlglna[ grade.
NOTES:
].
4.
USE 1000 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER,
INSULATE TRENCHES ~/ITH B' HD BURIAL FOAM,,
CONTRACTOR WILL ENSURE MAXIMUM 2Y, SLOPE INTO SEPIIC TANK,
ADDITIONAL FILL ~/ILL ItE ADDED OVER SYSTEM TO ACHIEVE
MIN, 3' COVER,
PREPARED FOR:
NERAK CONSTRUCT]ON, INC.
P.O. BOX 770308
EAGLE RIVER, AK 99577
KND ENGINEERING
20441 PTARMIGAN DLV])
EAGI_E RIVER, Al<, 99577
(907)696 6111/Fctx <907)696-8111
DATE: 9/5/96 /DR^WING
SCALE: 1" ~ TOO'] 96074