HomeMy WebLinkAboutDENALY TR A1 (2)I)enaly #2
Lot 45
#067-062-06
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WATER SUPPLY PERMIT
Initial
Permit Number: SWO50304 PCA1444-#Z 407 Y9'
Legal Description:
Design Engineer: 0855 Garness Engineering Group, LTD
Owner Name: EKLUTNA INC
Date Issued: Aug 22, 2005
Expiration Date: Aug 22, 2006
Parcel ID: 067-062-06
Site Address: NHN
Lot Size: 0 SO. FT.
Owner Address: 16515 CENTERFIELD DR Total Bedrooms: 0 Permit Bedrooms: 0
EAGLE RIVER. A 99577-7719
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, seated, and heated to prevent freezing.
5. The following special provisions.
-WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN
DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND
NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL
SYSTEM HAS BEEN CONSTRUCTED.
THIS PERMIT IS FOR THE PROPOSED DENALY SID #2 LOT 45 r
Received By:
Date: F -"V- Of
Issued By: &:L_ r4✓" Date: Ei
Municipality of Anchorage
(• Development Services Department
Building Safety Division
' On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.enchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. �� �6�— 649 Permit Number
Property owner(s) EKLUTNA INC. Day phone 696-2826
Mailing - DRIVE 0 EAQLF RIVER-:.
Mailing address (2)
Zip Code 99577
Legal description (Lot, Block & Sub'd.) TRACT A1, DENALY S/D: (PROPOSED LOT 45, DENALY S/D #2)
Legal description(Section, Township & Range) N/A
Lot Size 'r915, l Lk' Acreq.Ft. Number of Bedrooms N/A
THIS APPLICATION IS FOR:
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.
GARNESS ENGINEERING GROUP Ltd.
Permit Fees:
Date of Payment:
r4 el - 6b
` l$14S
431-310s—
Receipt Number.
Receipt
'4-Po53
Waiver Fees:
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
August 4, 2005
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Exploratory Wells for Proposed Denaly Subdivision Phase 2,
We request a well permits to have three exploratory wells on the proposed lots 32, 45, and 46 of
Tract A-1, Denaly Subdivision for the purpose of subdivision. Attached is a site plan for the
proposed well locations. Atter completion of the wells, a draw down test will be performed on
these three wells for the purpose of subdividing the properties.
ns, please contact us at 337-6179. Thank you for your assistance.
;., M.S.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessenginecring.com
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PROPOSED 100• I 1
0.000
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MINCED WASTEWATER
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TREATMENT SEPTIC RESERVE
AREA (SEE NOTE) _
.FT.
TN/47
GARNESS ENGINEERING GROUP, Ltd. pp;'). ' 9 y
CON SULTANTS& GENERAL CONTRACTORS Q•••• ••• .•• •••• ••• ......••
Ml [. PAdI 11.MD. ARC 101 • MOM�K. M W,07 . N1CK M7 -41H • IM"7)M-57N • V[BLI[: mow. aeiw
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q e . ey C ...... �
EKLUTNA INC. 696-2828 1 OF 1 Qn/1a . ;
LEGAL DESCRIPTION: DRAWN BY: VO.0 CE- \lam
PROPOSED DENALY SUBDIVISION #2; LOT 45 C•i•0•
TYPE OF WORK: DATE: oO�IrO�0���60
SITE PLAN FOR PROPOSED WELL 8/9/2005
(Rov.01105)
Aua.19. 2005 9:19AM Garness Ensineerins Group, Ltd.
M -W Drilling, Inc.
19 August 2005
To: Garness Engineering Group
Attn: Tody 338.32ri(v
(1) Pad 7vtai
Re: Denoly Subdivision, Eogk River
Subject: Fli-head artesian well- construction mitigation measures.
Dear Sir:
No.8515 P. 2
Water well construction/ drilling in the obove referenced subdivision has commonly
encountered hi -head and hi -flow conditions from the main unconsolidated aquifer around
200: feet. Measured characteristics can be on the order of 3001 gpm fru flowing with a
shutoff head of 20 psi (ie. •4b feetb Following are the construction measures we have used
to successfully control these characteristics on the first five (5) wells In thls subdivision.
1) Continuously dry grout throughout the total length of the cased well bore (k.
10-12 sacks of No, a bentonite granules per well).
2) Allow the well to flow controlled without excessive pressure buildup, for several
days to allow the dry grout to hydrate and bind with the surrounding formation
material.
3) Shut-in the well with our fabricated, mechanical, artesian well packer - which
holds the water keel dawn below the frost -line.
We have been pleasantly surprised by the ability of the dry grout to hold and prevent
washout (ie. vertical up/down water flow) of the well casing anulus. This also constitutes
proof of the ability of the dry grout method to prevent vertical down movement of
contaminants in the casing annulus.
1=5 WA
*P.O. Box 110378* Anchorage, AK 99511•
*Phone: 907-345-4000*Fax:907-345-3287*
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