HomeMy WebLinkAboutT11N R3W SEC 3 LT 2 & PTN OF 4
~ MUNICIPALITY OF ANCHORAGE
! DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl_ INSPECTION REPORT
~v~.~ ~ '~' E~ UPGRADE
DISTANCE
TO:
~ Manufacturer
~ No. oflines / Length of each li~e ¢¢ Total length of li~e~¢ Trench wid. O Distance betwe lines
OTHER
SOl L TEST RATI N~
72-013 (Rev. 3/78)
LCICR'TiGN MILE ::L.a. ~ OLr_:, SEWFIR9 HI,P?.
j ~i":iF:l! LOT ':' PI
................
F'laXit4JH NUF1BER OF E:EDROOHS = ii: SOIL RF:~TING
THE ~'FO "~'F'"~ '-"'-:'-' ~:,,: -, ..... - .......
.... ~=... E-... ~ ~.--~ ..... ~,. ~ ....... ~ ,~ ~._~ ~ ~ .~ .... .::~.. =~.
THE ................ L. FNCJTH [:,!'F'I~:P. qT qN IS THE L~:.~""' "'", (: l H ,"..!2N FEET', GF' THE 'TREb ':4 OR [:,F. RIHFZEL.D.d~
'r~4~ [:'EF'TH r]F !R 'i'F4'~:N-F c~, PIT T':' THE DiS'TRi'..ICE
................... b ....... !E~,! THE q II:;'[:'l~-:F OF: THE
3PO ND RI",I[:, THE E'3TTOM OF THE E':~'"2R"RTZ:N '::IN F'EET).
THE i]~'H',.,'[{I [Eft H-¢ fq THE HIF!!b'I.M B,_.F f,
tF,~: 80TTOH OF' THE E,,_..hk, 4 .[ .N (IN FEE-F).
..... r r~ .......... ',~. HH'_':, TJr:;' ~,c.:,:::..rx,'"~, ,:::T[:,T T"m..~ TEl ;,,![_ .t .... E'FF'FIF:"Thl,~Z~.T [:,IJRIP'.!!Xi THE
$ i-,H,_....' ]..,!'l :[f.~SPEI]:TICI~.,E; OF ......................... FIN'.? blEI i '; ¢:1[" f~--'p-,,1''' r'ro THIS c,"',-":,~:r;,~u~ F ...... I , aND
..... i Iai:l
}"~I~I}"IEIF'R OF a, :',:: '" r,: ,. '.. ,: ,:p: ,,-
....... L-I~.-E_t,,..E..., THFIT "FHE 1.4EL_L b!!L.~ ...... I:..-,-L
RF~f",'-"F 'r L L :[ NG OF :~..i,,., ~ I -'- c ..... 7 'L.. .
[ .... ??STEM bJTTH" T :
........... . .... F ¢.F,I4L.. lr,.:,~,_(..ti ', RN[:, RPF'RO'v'FtL. EP¢ THIS
[:'EF'RRTFIEblT WILl c,E ...,L.I~,..,E..~ TO PROSECUTZOF,I.
HINi'HUH DiSTRNCE E~E'I'F!E:EN R WELL Fff',!D ~N'¢ ON-SiTE SEWF!GE
ZOO FEE','- FOR R F'R:[VR'I'E NELL.. OR :L50 T0 200 FEET FROi"I R PUBLIC NELL DEPENE:,ING
UPON THE TMPE OF' PUBLIC !.,!EL.L..
HIF,iINtJH DIS';TFlb!C:E FROH f:j PRi',,,'f:~TE NELL TO fl F'RIVF!I"E SEWER LINE: Ii!; 25 (:EET F/NL':,
TO R COHHUNIT'?' SEWER [_):NE: I:_:;, 7'5 FEET.
WELL LOGS RRE RE6!L!iRED F~N[:, MUST BE RE]'URNED T0 THE DEF'RRTHENT I41~!-HIN ]:0 DR'CS
GF THE !4EL. L COHPL. ETIOFL
OTHER RE6!L.IIREMEN-FS HR? RPPL'¢. SPEE::[F]:CFiTIONS i~ND CONSTRUCTION [:,I!:!GRRM::z'; RRE
B',,,'IaZL..RE:LE TO INSURE PROPER INSTRLLFH'iON.
~ CERTZF'? THaT
Z: I FtH F'RMIi. IRR WITH THE REQtJZREHENTS FOR ON-SITE SEI4ER~ RND HELLS RS :E;ET
FOR'!"H a:'¢ THE HUNICIPRLIT'.? OF' RNCHORFiGE.
R: I [,IlL.L iF,!STPiLL THE S'?'S'I'EH IN FiCCGR[:,RNCE FILTH THE CODES.
~:: I UNDER:~;TRND 'THF!T 'THE 0N-SiTE SEI.,.iER ?¢S'TEH MR'¢ REC!UIRE EFlt...~aRGEMENT IF THE
RESIDENCE IS REHODELE[:, TO INCLUDE MORE THaN ~: E:EDROOHS.
SOILS LOG ~'
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] PERCOLATION
TEST
1
7
8
10-
11
14-
15-
16-
17
18
19
2O
SLOPE
WAS GROUND WATER
E
IF YES, AT WHAT
DEPT.?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST R, UN BETWEEN ET A~D FT
PERFORMED BY: ~-~/ CERTIFIEOBY: ~ ~ , V' DATE:
72-008 (6/79)
Tom Fink,
Mayor
Nlunicipality of Aneho. ra e
Department of Health and Human Serwces
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 9951.9-6650
343-4744
March 31, 1989
Carey Meyer, P.E.
Tryck Nyman & Hayes
911 West 8th Avenue
Anchorage, Alaska 99501
Subject:
Waiver Request for TllN R3W Section 3 Lot 2 and
PTN of Lot 4 (SW¼ NW¼ SW¼
Waiver Request ~WR890011, PID ~020-091-43
Dear Mr. Meyer:
Your request for waiver of the required 75 foot separation of
a private well to a public sewer line has been approved. The
approved separation distance is 41 feet.
This waiver approval applies to the existing well and public
sewer line only. Any future upgrade will require all separation
distances be met or another approval from this department.
$.i,ncerely,
Daniel J. Roth
Civil Engineer
On-site Services
DJR/ljw~8
'TRYCK
NYMAN
HAYES
ENGIN EERSISU RVEYORS/LANOSCAPE ARCHITECTS
TRANSPORTATION and COMMUNITY PLANNING
8491.8
March 24, 1989
Mr. Dan Roth
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
825 "L" Street
Anchorage, Alaska 99501
MuNicIpALR'Y OF AbICHO?.AGE
ENviRONMENTAL SERVICES Di'/iSIC, N
MAR 2 9 1989
RECEIVED
PARTNERS
FRANK E. NYMAN
JOHN ~ CHAPMAN
LES BRATi-AIN
Regarding:
Waiver Request
Separation Distance Between Proposed
Goldenview Park Subdivision Sewer And Adjacent Well
Dear Mr. Roth:
This is a request for a waiver to the requirement that a proposed sewer main be greater
then 75 feet from the existing private well on BLM Lot 2, SWI/4, NWl/4, SW1/4, Section
3, TllN, R3W, SM. Attached is a plan which reflects the location of the proposed sewer
in relation to the private well.
As the plan shows, the proposed sewer main encroaches into the 75 foot well radius and
at its closet point is 4t feet from the well. We proposed to use mechanically
restrained joints on Class 50, ductile iron pipe within the 75 foot well radius.
Attached is information regarding two different types of joint treatment. The bell
joint clamp provides addition joint movement resistance as well as leak prevention.
The retainer gland type would be installed on either side of the joint and tie-rodded
together. The retainer gland would not provide additional protection other than to
hold the joint together. The proposed sewer manholes are greater than 100 feet from
the well.
The well is cased to 305 feet, has positive drainage around the wellhead and a sanitary
seal is in place. Attached is the well log.
Should you have any questions, please call me at 279-0543.
Very truly yours,
T~MAN & HAYES
CM:dm
Attachments
911 West Eighth Avenue. · Anchorage, Alaska 99501-3497 · (907) 279-0543 / FAX (907) 276-7679
'.~ ROMAC
~ INDUSTRIES,
l~l~INC'
1064 4th Ave. S.', Seattle, WA 98134
Re. Box 3212, Seattle, WA 98114
(206) 624-6491 Telex 32-8765 1-800-426-9341
ROMAC STYLE "516"
BELL JOINT LEAK CLAMP
MATERIAL SPECIFICATIONS:
Bell and Spigot Ring: Ductile (nodular) iron, meeting or
exceeding ASTM A 536.71.
Gaskets: Virgin SBR compounded for water service.
Meets or exceeds ASTM D2000 3 BA715.
Bolts and Nuts: High strength, Iow alloy steel track head
bolts. National coarse roll thread with heavy hex nuts. The
black finish and steel used follows AWWA C-111-64
specifications.
Use: Romac's 516 Bell Joint Leak Clamps provide a fast,
economical means of repairing or preventing leaks in cast
iron bells, caulked or rubber ring joints. Our unique
gasket and ring design enables a single clamp to fit both
caulked and rubber ring joints for most classes of cast
iron and ductile iron pipe within a nominal size. They also
can be used on AWWA C-900 PVC pipe.
6" BELL JOINT LEAK CLAMP
Ductile Iron Poured In U.S.A.
BOLTS APPROX.
NOMINAL O.D. WEIGHT
PIPE RANGE CATALOG DIAM. EACH
SIZE (INCHES) NUMBER NUMBER LENGTH (LBS.)
4" 4.80-- 5.00 516-- 5.00 4 %"x 8" 13
6" 6.90-- 7.10 516-- 7.10 4 %"x 8" 19
8" 9.05-- 9,30 516-- 9.30 6 %" x 101/2'' 29
10"* 11.10--11.40 516--11.40 8 %" x 14" 42
12"* 13.20--13.55 516--13.55 8 %" x 14" 58
Order by Catalog Number
*The 10" and 12" sizes have stainless steel armors molded into the gasket to bridge the gap
between the castings.
'~ ROMAC
INDUSTRIES,
INC.
1064 4th Ave. S., Seattle, WA 98134
P.O, Box 32t2, Seattle, WA 98114
(208) 624-6491 Telex 32-8765 1-800-426-9341
ROMAC STYLE "MJRG"
MECHANICAL JOINT
RETAINER GLAND
MATERIAL SPECIFICATIONS:
Castings: Ductile (nodular) iron, meeting or exceeding
ASTM A 536.71. Black shop coat.
Set Screws: % X 2", 4140 steel alloy. Screws are designed
with a unique "TRUE TORQUETM head (7A6", 12 point)
which will shear off at approximately 80 ft. lbs. of torque.
Use: Retainer glands are used on mechanical joint pipe,
valves, fittings and fire hydrants in underground water
transmissions and fire sprinkler lines. Retainer glands
replace costly concrete thrust blocks, corrodable steel tie
rods and clamps.
8" MJRG
NOMINAL NO. AND APPROX. WORKING MAXIMUM
PIPE CATALOG SIZE OF WEIGHT PRESSURE JOINT
SIZE NUMBER SET SCREWS EACH PSI* DEFLECTION
4,, 4MJRG 4--% x 2 6.5 lbs. 300 7°
6" 6MJRG 6--% x 2 12 lbs. 300 6°
8" 8MJRG 9--% x 2 17 lbs. 250 5°
10" 10MJRG 12--% x 2 25 lbs. 250 5°
12" 12MJRG 16--% x 2 30 lbs. 200 2°
Recommended torque on set screws on all size glands is 80-85 ft. lbs.
*Based on test pressure of at least two times rated pressure.
Underwriters' Laboratories, Inc. listing available in all sizes.
Parts bearing UL symbol are listed by Underwriters' Laboratories, Inc.
INSTALLATION INSTRUCTIONS FOR MECHANICAL JOINT RETAINER GLANDS
1~ Place gland on pipe. Stretch gasket over pipe.
2. Insert pipe in mechanical joint fitting and bolt gland to fitting.
3. Tighten gland nuts to 80-85 ft/Ibs.
4. Thread retainer pins in until they touch the surface of the pipe.
5. Tighten pins in a uniform criss-cross pattern. Recommended torque is 80-85 ft/Ibs (or until heads break off
above the notch).
67
. ~ APPLI_ .._ FILLs OUT UPPER HAL. !ONLY '
Phone
Buyer
Address Zip Code
Phone
Lending Institution ~J~ F~ ~ ~ ~
Address
Realty Co. & A~nt Phone
Address Zip Code
Type of Resi~nce
Single Family
lndivldual I 5~ ~ ~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975.
Community Q For wells drilled prior 1o that date, give well depth (attach log if available).
~ Public Utility
Sewer D~sposal
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Inspector
Field
Notes:
'~'~,,~ C~) MUNICIPALITY OF ANCHORAGE
~FPT 0c
ENvI~ON~/,cI,; {AL; ,*O;ECTION
gOT 1 3 1982
RECEIVED
( '~ ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
( ) DISAPPROVED ~ .............
( ) CONDITIONAL APPROVAL*
DATE /'(~ ;~)~ ~- ~--
Soils Rating Date Sewer Installed Well TO Absorption Area Well Log Received
~--~ - ~ ~ Well to Tank Septic Tank Size