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HomeMy WebLinkAboutJOHN WELLS 1952 ADDITION BLK 5 LT 16John Wells Block 5 Lot 5&16 #014-261-22 GRt ' ILK ANLHUKAUt AKtA t$U' "JUH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 ) INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME�V Iv-eA 1./AP,A LP4 OMC, MAILING ADDRESS 2'J`7 7 f, f C� PHONE LOCATION 0 �T SEPTIC TANK: Cl U11C LEGAL DESCRIPTION.�'tat L IGS 4 D DISTANCES FROM WELL MANUFACTURER �'���- MATERIAL NUMBER OF `� COMPARTMENTS INSIDE LENGTH J INSIDE WIDTH tee---- LIQUID DEPTH LIQUID CAPACITY10G CC) GALLONS. SEEPAGE PIT: �. _I_� LENGTH I I NUMBER OF PITS i DIAMETER R WIDTH DEPTH/ LINING MATERIAL CRIB SIZE: DIAMETER DEPTH D_�T ISTANCE FROM: WELL V_ r+ � ( TOTAL EFFECTIVE BUILDING FOUNDATION NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE CONSTRUCTION r2,,fes //, DEPTH DISTANCE FROM: BUILDING NEAREST , NEAREST SEPTIC SEEPAGE FOUNDATION -,LOT LINE 10 SEWER LINE -,TANK_ %' SYSTEM_ CESSPOOd n APPROVED OTHER SOURCES DISAPPROVED DISTANCES: INSTALLED BY: _ CXC&A) j:ikGF PIPE MATERIAL: LOTSLOPE: REMARKS: Form No. EQ -031 REMARKS DIAGRAM OF SYSTEM G.A.A.B. GREATER ANCHORAGE AREA BOROUGH „�No..oF — eP". PERMIT NO. —�— e ���\\oq DEPARTMENT OF ENVIRONMENTAL QUALITY Co ��J) 3330 "C" STREET ANCHORAGE, ALASKA 99503 oil ��))E TELEPHONE 274-4561 �(/ Ii/c/�� ,�//////f%✓ p SEWAGEDISPOSALSYSTEM — APPLICATION AND PERMIT NAME OF APPLICANTT/-�[�j��_��` MAILING ADDRESS t` �L"PHONE ,n,cTn, , nTl�n, 1 /1!`..TI/lnl C ✓ �' ? 6 s LEGAL DESCRIPTION L/`5 '`/� z/ c< ,/�h �� Galls INSTALLATION OF: SEPTIC TANK �V SEEPAGE PIT ✓Y DRAIN FIELD , OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH � TO BE INSTALLED BY ��% ��� �"' C'ihc✓i99�j SOIL TEST RESULTS�� � NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. �GSILL SEPTIC; TANK SIZE —� TYPE SEEPAGE .a9.'R EA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT (� 0 DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL _ SEPTIC TANK, SEEPAGE PIT© DRAIN FIELD TO NEAREST LOT LINE. / WELL TO SEPTIC TANK ��" SEEPAGE PIT 160 DRAIN FIELD WATER MAIN TO SEPTIC TANK ALSO CONSIDER AREA WELLS. —. SEEPAGE PIT s0 ° DRAIN FIELD SEPTIC TANK, l" o SEEPAGE PIT DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH D�FER-'CAST-IRON. SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT, REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.? SIGNER O LICENSED I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE DESCRIBED SYSTEM (IISS)�IN ACCORDANCE WITH SAID CODE. DATE —z �` APPLICANT'S SIGNATURE DIAGRAM OF SYSTEM BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE 61110nih action gzil -'alU "One test is worth a thousand opinions" 5828 TUDOR ROAD. ANCHORAGE. ALASKA 02507 • TFLCP"orae 933-8472 Performed For K '�A Date Performed_ Legal Descrinticn: Lotjfi�, Bloch r Subdivision_ `, Wej Is This Form Renorts Soils Loq_��— —Percolation Test_ nenth Feet Soil Characteristics 2 — 3 — A 5 >3 - Was._Ground Water Encountered? If Yes, At what Depth? Readinq ( Date I Gross Time sI 0 Net Time Depth to H2O Net Dro Percolation Rate Minute Proposed Installation: Seepage Pith Drain Field Depth of Inlet Depth to Bottom Of Pit 0r jjrenph COMMENTS: �5 7— �.a,,,��_v� I,n�� r,v�_ s f v/_ -- — W Test Performed By Data Certified By: OP.171L- Q ak t NAt M -w DRILLING, Inc. P. O. Box 4-1728 • 2811 Dawson A C 907-279-1741 ANCHORAGE, ALASKA 99509 DRILLING LOG Well Owner Use of Well Location (address of: Township, Range, Section, if known; or distance main road J. Size of casing Depth of Hole " feet Cased to feet Static water level ft. (above) (below) land surface. Finish of well (check one) open end.( ) ; Screen ( ); Perforated ( ). Describe screen or perforation = '" Well pumping test at—' gallons per (hour) (minute) for hours with ft, of drawdown from static level. Date of completion Depth in feet from ground surface d TO TO 3 / TO TO rap �: a �- To/ !! TO l.: Municipality of Anchorage a 4, o fP.O. Ike 1' WN) • Anchorage, Alaska 9 5l%6(;N) • Telephone OX)D 343-RU)l • ras 0 7) 34..82.8 4700 nragax' Strcel • Anchorage, Alaska VIN)7 s • r e r . x' w.rnmLorg Mayor Mark 73lgich Building Safety Division May 18, 2005 Cindy Ellis Watkins Engineering P.O. Box 110443 Anchorage, Alaska 99511 Subject: Waiver Request for John Wells Block 5 Lot 16 Waiver Request WR#: 050031 Parcel ID # 014-261-22 IIA/PermIt # Dear Cindy Ellis: Your request for a waiver of the required 100 feet horizontal separation from the septic tank to private well has been approved. The approved separation distance is 70.0 feet. This waiver applies to Lot 16 Well to Lot 6&15 Septic Tank only. This waiver approval applies to the existing septic tank to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, rndallgineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department e r Building Safety Division . On -Site Watcr and Wastewater Program < ,� 4700 Bragaw Strcet s • r r r . P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#:050031 PID#:014-261-22 HA/Pernit# 1IA050205 Date Received: May 18, 2005 Legal Description: John Wells Block 5 Lot 16 Engineer. Cindy Ellis Watkins Engineering P.O. Box 110443 Anchorage, Alaska 99511 Applicant: Darwin Sprinkle Waiver Requested: Lot 16 Well to Lot 15 Septic Tank, 70 foot Horizontal Separation Criteria: Geology Points: A. Water Table 7'23 B. Soil Sorption 3.47 C. Permeability 2'51 D. Water Table Gradient 2.80 E. Horizontal Separation 1.8 Total: _ _ _17.911 .......................................................................... Waiver Is Granted: X List Conditions or Reasons for above: Waiver is not Granted: Date: 5118105 By: Joe Goodall Name of Reviewer .......................................................................... Rec#: 67838 Amount: $J$Q Date Paid: 511W005 State of Alaska: Separation Distance Waiver Guidelines for S.C.R.O. (State of Alaska Memorandum to District Office Engineers dated January 3, 1985) Waiver Request for. John Wells Block 5 Lot 16 Parcel I D#: 014-261-22 Waiver Request Number WR#: 050031 Waiver Requested: Lot 16 well to Lot 15 Septic Tank, 70 foot Horizontal Separation Engineer: Cindy Ellis IIA050205 Seatic Tank Data The septic tank on John Wells S/D Block 5 Lot 6&15 was installed in 1982. The permit was issued by the Onsite department however the tank was placed 70' away from the well located on Lot 16. The tank and leachfield installed in 1982 that encroached three wells has been in existence for over 20 years. Watkins Engineering took water samples for each of the encroaching wells. And all three tested with- in Municipal standards. Well Data John Wells S/D Block 5 Lot 16 has a well log. Watkins Engineering during their Health Authority Inspection determined water samples tested to be 0 coliform, .193 mg/I nitrates, and 0 other bacteria. Lot 16 well log shows the well was done by M -W Drilling. The well log shows soil materials similar to other well logs such as depth of well and static water level and well production. however the Lot 16 well log doesn't show the clay and hard pan that all the other well logs show in the area. It was determined by the on-site department that the well log 16 doesn't show accuratelt the hard pan that all the other well logs show. Other well logs in the area shows there is a confined aquifer with an impermeable layer of blue clay and hardpan at 40 ft to 140ft. Using averages and Lot 18 well log I determined 83 feet of impermeable layer. State of Alaska: Separation Distance Waiver Guidelines for S.C.R.O. (State of Alaska Memorandum to District Office Engineers dated January 3, 1985) Waiver Request for. John Wells Block 5 Lot 16 — ParcellD#: 014-261-22 1 Waiver Request Number WR#: 050031 •ar;.;: a- Ki: Waiver Requested: Lot 16 Well to Lot 15 Septic Tank, 70 foot Horizontal Separation Engineer: Cindy Ellis -IIA050205 Water Table Depth of well: 152 Depth of septic system: 8 144 Distance from the bottom Point Clean Gravel of the system to the highest value 1 water table In feet 1.5 Sand w/ Small Amt of Clay 0 0 8 1 17 2 24 3 30 4 40 5 85 6 100 7 290 8 1000 9 10 • Straight line Interpolation Is permitted between any two values Soil Sorbtion Solt Type Point Value Clean Gravel 0 Fractured Rock 1 Course Clean Sand 1.5 Sand w/ Small Amt of Clay 2.5 Silt 3.5 Clay and Sand Equal 4.5 Clay 6 Points ,m 7.23 Points „« 3.47 X12.5+x8314.5+(; 4 J 1.5+x10 0 + 1144, 0+ r ��l 0+ [70-44—) 0+ r'�1 0 0.6 + 2.6 + 0.3 + 0 0 + 0 + 0 + 0 *Use the predominant soil type but values can be averaged for a mixture Permeability Soil Type =Point Value Clay(will channel) 0 Silt and Sandy Clay 2 Clayey Sand 3 Fine Sand 1.5 Sandy Gravel 1 Fractured Rock 0.9 Course Sand (30 grit) 0.4 Clean Gravel 0 Points ,.., 2.51 r 34 ( 44, 3 + 144, 83 3 +(27 , .4 +r10�11 + (704-4] 1 +r 144, 1 + 144, 1 + r 1 00 j 1 0.71 + 1.73 + 0.08 + 0.00 0.00 + 0.00 + 0.00 + 0.00 *Use the predominant soil type but values can be averaged for a mixture Gradient Points n.., 2.9 2.90 %Slope Points Value Separation -60% 030% 0 0.3 25 -20% 0.7 slopes toward well -10% 1.2 100 -5% 2 5 0% 2.93- flat 5% 4.5 10% 6 slopes away from well 60% 7 *If the gradient Is unknown, assume the worst case Horizontal Points 70 1.8 Horizontal Point Separation Value In Feet 0 0 25 0.7 50 1 75 2 100 3 150 5 200 6 300 7 'Linear interpolation between two point value is acceptable. Horizontally means straight line distance to the well not the contaminate travel distance to water table which may be greater. Conclusion: Grant Waiver Total Points:1 17.911 >'}t 2'a'a _; f ` i�S'• � 'Z ;r �G 1{..pY '� �.x•�a . ,/�yt•• r �N, ���r fry{ />?y, Y• w,Y rN� a r' tl .r .� s• t.v y;• ♦S �r,}" yi., t '�'J rid %1 ! 'f:,l ni• > X4.1 i •. c ..� •. 1 7 11; �t"iI�J't � \Y:♦.♦,. �' �\ q y '•j !i.` ie+\t 4 Y t 11 v'.1 ^' •'^ 4tl/ r✓' !' %.�: I•t• 4 11 1 �. r'L'''� a �� kGn t t aG,r`n r }.ti,F f�� t� t.+���• fH �}''1r f rr{•!�• ?,ray 7f4 \G".+/, is %�'7�,� ` � � • ♦y♦ •ti 7 s ?a, �„ '%� 4_.1 FT.{�'✓•� i � t f a V.Y 1 �S ��_ L, ✓ I.<a•y r\ `V .,Y M •'. `R 4 •'2 1 .Y \i .� � �.�Q� �.'� ( t�G{ i• H 1 I,i . �f / \Y � . �J`4 N. j �� ,t }, �.; �•:.r if 'L{�!. .I.t`lU/✓,•'r't rte} ```L•`I`l:'jL '�j,rt l... xT�C �# • An— a a •�r.Ny ea 'Nti'C ♦5ll r/1 a. /" a ..� 1}• 7.rr-w..A.a, '-y . Jla `�« t♦ • 1�.Mi.ftr� fna. ♦+`,v. t. ♦I, !` �1• r IT y. I e7,a�y >. 1 r � r�i' r 1 �.. •ar• • .� +r'1� •t . 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I t 11 .i .,. c � � tr ' i v r ) � V • � 1 t >.: ! '••[. C �, a r n.: � r'• ♦ I, � i I • 'r 1 ! ` G ..a Y�:e✓; M{T[\"��i•s �Y1 Tit 1Y. '"q ti.. / I �. :/' a/ Ir')t '. rtr x 717 -`.... /•., ^,l -I, r. ' ]"L ''' ZF..v? `'1 ,, .. t..�Y1 t :°trt`•v ••�'\..ry �1'' 4 L 2• S t 1�� , 7 y t,. L � . . qY•. • ..1+ �•. • �. • • y \.yam• - _ - _ . �-c . r •�'' tt,, f 1 1 � ..t F- 1 " `ri L .r +:C i .„•. •SFV w.'. ' f r. .. \ .Y•'- 1 �1 .rT :,;•��' • ) ,•qty SJ9 -1 W' '' � M/- � j ./ •• , ' ! 1 .VA DATE: May 18, 2005 TO: FILE MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM FROM: Joe GoodalXite Engineer 11, Water Wastewater Program SUBJ: JOHN WELLS BLOCK 5 LOTS 6&15 Ant THE FOLLOWING WAIVERS WERE DONE WITH HEALTH AUTHORITY APPROVAL NUMBER HAO50205: (WR050029) - LOT 15 WELL TO LOT 15 SEPTIC TANK, 55 FEET HORIZONTAL SEPARATION DISTANCE. AND LOT 15 WELL TO LOT 5 SEPTIC TANK, 90 FEET HORIZONTAL SPARATION DISTANCE. (WR050030) - LOT 14 WELL TO LOT 6 SEPTIC TANK AND ABSORBTION FIELD, 90 FEET HORIZONTAL SEPARATION DISTANCE. (WR050031) - LOT 16 WELL TO LOT 15 SEPTIC TANK, 70 FEET HORIZONTAL SEPARATION DISTANCE. MONDAY 5/16/05, CINDY ELLIS, DAN ROTH AND I MET TO RESOLVE THE WAIVER ISSUES. I HAVE BEEN AUTHORIZED BY DAN ROTH TO APPROVE THE ABOVE WAIVER ASSOCIATED WITH THE HEALTH AUTHORITY APPROVAL HA050205 - DATE RECEIVED INSPECTION APPOINTMENTS TIME' TIME TIME n c+{ .� / . , J� DATE DATE ", �`.� n DATE c, SINGLE FAMILY T O Five INSPECTOR I INSPECTR , ,�. �' ,� INSPECTOR 1 INDIVIDUAL* ANGHOf2AGC ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well LITY';LF DEPT. OF ljIALIFI pR�fECTION MUNICIPALITY OF ANCHORAGE ENVIkpI-OMENTAL DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 _ tt !! 2 YEAR ON-SITE SYSTEM WAS INSTALLED. ENVIRONMENTAL SANITATION DIVISION a ^ C ' b Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER tj,�l,'L°'J7fT✓�'j° PHONE MAILINGADDRESS - PROPERTY RESIDENT (If different from above) PHONE v? J V / 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE A-1Cr' s / /�' MAI LI NG ADDR ESS 5. LEGAL DESCRIPTION ST/REE[T� LOCATION �J�/J %/� �d � Ly` � � ��T 1 S ✓i'� fes/' � . c+{ .� / . , J� 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS El One❑our 0 Other SINGLE FAMILY T O Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM >t , INDIVIDUAL/ON-SITE-' YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTI N FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. !y, f 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS ❑ SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ MULTIPLE FAMILY ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY PERMIT NUMBER C] INDIVIDUAL DEPTH OF WELL ❑ COMMUNITY DATE DRILLED ❑ PUBLIC UTILITY Connection Verified_ LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ❑INDIVIDUAI_/ON -SITE DATE INSTAL- -LED ----I . ]PUBLIC UTILITY Connection Verified - INSTALLER - ❑Septic Tank of CI Holding Tank Size:__'' __ ' If Tank is homemade SOILS RATING - give dimensions: -_ TYPI=OF TANK MANUFACTURER / TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line WELL T0: _ Absorption a to nearest Lot Line 5. COMMENTS fJ�fw'uii-i'��`. lav--��+. �•�l'N-L. C, lox L!I APPROVED FOR -BEDROOMS Com` CONDITIONAL APPROVAL (letter must accyfm.dy certificate) ❑ DISAPPROVED s DATE BY� _ 72-010 (Rev. 6/ /9) CIVIL -STRUCTURAL i,__ECTRICAL MECHANIC, _ LAND SURVEYING TECTONICS INCORPORATED ENGINEERS &. SURVEYORS Septic System Adequacy Test 5-104 I hereby certify that I have made an adequacy test of the existing septic system on Lot 16 Block 5 John Wells Subdivision. The system consists of a 1000 gal. septic tank followed by a 12' x 12' x 10' leach pit serving a two bedroom dwelling. The test consisted of surcharging the system with 600 gallons of water and determining the rate of percolation by measurement of the falling surface of water in the leach pit. The percolation capacity is 1.1 gallon per minute. No appreciable sludge build-up is present in the septic tank. The system is adequate. DAT i �'� a B. Roberts, P.E. P.O. BOX 4-2285 ANCHORAGE, ALASKA 99509 ( 907) 278-2115 -,C 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264 4111 GFORGE M. SULLIVAN, MAYOR DCPA( TMEN7 Of HEALTH AND E.NVIRONMFNTAL. PROT ECTION October 6, 1980 Ted J. Alward 96 3603 Lois Drive Anchorage, Alaska 99503 Subject: Lots 5 & 1.6 Block 5 John Wells Subdivision Approval for your individual sewer and water facilities cannot be granted until the following items have been completed: (1) The water analysis report be delivered to this department from Chem Lab, 5633 B Street, for our review. (2) A four(4) inch cast iron cleanout needs to be installed to the septic tank and/or leaching area. (3) The septic tank pumped with a receipt submitted to this department. (4) An adequacy test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this department for our review. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist cc: Richard Miller_ 2347 East 86th Court 99502