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Home My WebLink AboutBRANDT LT 1Onsite File ............ . . . . . . . . . . . . . . 11 -a- A K -3W SE' 22 L 1 14 T12N 3A EXISTING BUILDING AS -BUILT BRANDT SUBDIVISION, LOTS I * 2 LOT 37 RIGHT-OF-WAY DEDICATED THIS PLAT 0.100 f ACRES W U 130' 1 30.00' o 0 38.8' Nl4> _ I _. v 7'tiL_ 'J 14.4 0 0 O Z = 159.8' o o �n r O I� 0 M 63.8' LOT 44A o r� RESIDENTIAL ?� O O 0 SEPTIC VENT O O O PIPES Z N 48.2' LOT 1 p 0 O M c>; LOT 45 o N DAVID RING SUBDIVISION (P 79-85) DAVID RING SUBDIVISION (P 2006-152) LOT 1 BASIS OF BEARINGS LOT 213 (EAST 660')(R1) (N89.59'09"E 659.00')(R2) N90.00'00"E 659.04'(C) 299.47'(M) (299.50')(R2) =tl..- 299.57'(M) (299.51)(R3) -- -I- -r—I —r — —264.09' 0 35.48' 0 0 rn " N N 1n WELL 127.1' I� 0 50.0' M cl� W v r� RESIDENTIAL ?� BUILDING - r7 M N 0- = O O LOT 1 p 0 O M Z 2.613 f ACRES o N of N d d -364.97'- —1 — 629.06' 0' C.E.A. ROW ASEMENT (R4) LOT 2 2.001 f ACRES LOT 2 O p 0 30' 1 N — 50' RADIUS TEMPORARY I z I o 00 TURN -AROUND TO o cn AUTOMATICALLY VACATE WHEN STREET IS EXTENDED (R1) -10' UTILITY 1 0 0 EASEMENT (R1) o —264.09' l (EAST 660')(R1) N89.59'26"W 659.06'(M) LOT 46 SURVEYORS CERTIFICATE I, MARK A. AIMONETTI, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS MAP OF THE BUILDING SETBACKS ARE A TRUE AND CORRECT REPRESENTATION AND THAT THE DISTANCES AND BEARINGS ARE SHOWN CORRECTLY. 11/26/19 MARK A. AIMONETTI, PLS 13022 A4,49 TH of �JJ .... ... ......•.. IIIIII% �••• Mark A. Aimonetti s • No. 13022 - S i AW il>t pR�ffSSIONp��P�-` 100' 50' 0' 100' 1" = 100' worm= SURVEY AND DESIGN, LLC 12501 OLD 5EWARD, D ANCHORAGE, AK 00515 Phone (907) 344-5330 fax (907) 344-7734 BUSINESS LICENSE j 936342 " 30' 1n --d I pi N cl� W v r7 0- = O ww 0 to O M p d' r7 o N 0 r7 d d � p o 50' RADIUS TEMPORARY I z I o 00 TURN -AROUND TO o cn AUTOMATICALLY VACATE WHEN STREET IS EXTENDED (R1) -10' UTILITY 1 0 0 EASEMENT (R1) o —264.09' l (EAST 660')(R1) N89.59'26"W 659.06'(M) LOT 46 SURVEYORS CERTIFICATE I, MARK A. AIMONETTI, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS MAP OF THE BUILDING SETBACKS ARE A TRUE AND CORRECT REPRESENTATION AND THAT THE DISTANCES AND BEARINGS ARE SHOWN CORRECTLY. 11/26/19 MARK A. AIMONETTI, PLS 13022 A4,49 TH of �JJ .... ... ......•.. IIIIII% �••• Mark A. Aimonetti s • No. 13022 - S i AW il>t pR�ffSSIONp��P�-` 100' 50' 0' 100' 1" = 100' worm= SURVEY AND DESIGN, LLC 12501 OLD 5EWARD, D ANCHORAGE, AK 00515 Phone (907) 344-5330 fax (907) 344-7734 BUSINESS LICENSE j 936342 TONY KNOWLES, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER & WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 (907) 269-7505 October 9, 1997 Mr. Tobben Spurkland 203 West 15th Ave., Suite 203 Anchorage, AK 99501 SUBJECT: Lot 43A, Sec. 22, T1 2N, R3W - 11401 Gamache Drive; Operation Approval New On -Site Class "C" Well and Septic System, ADEC Project No. 9721 -WW -305-158, 9721 -DW -305-049. Dear Mr. Spurkland: This letter is in response to the information received in this office August 11, 1997, requesting operation approval for a new Class "C" public water system and a on-site wastewater disposal system. The Department has completed its review of the submitted information which included a completed Application for On -Site Water and Sewer System Approval, well log and an as -built of the wastewater disposal system. Based upon this review the Department has the following comments concerning approvals of the public water and on-site wastewater disposal systems. Drinking Water System: After reviewing the submitted information and information on file it appears that additional information will be required before operation approval of the class "C" system can be granted. Outlined below is a list of items which were identified in the approval letter from this office dated November 4, 1996, that were not included in the submittal and will be required before operation approval for this water system is granted in accordance with State Drinking Water Regulations (18 AAC 80.300): Design calculations based upon a recent flow test showing that adequate storage capacity is available to meet peak demand requirements for both residences. 2. Satisfactory results from a raw water sample analysis for both total coliform bacteria and nitrate will need to be submitted to this office. This water system has been assigned the following public water system identification number 218549. Please reference this number when submitting future water samples so that this system maybe properly credited. 3. Engineering as -built plans of the water system under the stamp of a Professional Engineer (P.E.) will need to be submitted to this office. Wastewater Treatment and Disposal: From the submitted information it appears that the wastewater disposal system was constructed substantially in accordance with the plans and conditions previously approved by this office. Therefore, in accordance with State Wastewater Disposal Regulations (18 AAC 72.200) approval to operate is granted. Attached is a Construction and Operation Certificate for Domestic Wastewater Disposal Systems with the Approval to Operate section completed verifying this Department's approval. This approval does not imply the granting of additional authorizations nor does it obligate any other state, federal, or local regulatory agency to grant required authorizations. Thank you for your cooperation with this Department, if there are any questions regarding the above please do not hesitate to call. g:\awdo\m Iu\17j awl. I tr Sincerely, Michael Lu, E.I.T. Environmental Engineer We Received STATE -OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION rJ APPLICATION FOR ON-SITE WATER AND SEWER SYSTEM APPROVAL OR DOCUMENTATION OF SYSTEM INSTALLATION I E N` " Type of Water Supply System Legal Description ofthe Location L 4 3�4 ❑ Private CR None ❑ Chlorination 5 F_ c, A a T Applicant Name: ❑ Holding Tank ❑ Other (Identufy) ® Public (Serves more that one plicant is: {Check one) �--� LJ Bank [11 Certified Installer, No. Is a sanitary" or well cap installed on the well casing? ® Yes ❑ No Is drainage directed away from or around the casing within a radius of 10 feet ofthe well casing? [ Yea ❑ No Is well wire enclosed in conduit? Yes ❑ No Ownerfbuilder En 'neer Mailing Address Static Water Level {Feet) Yield (If available) Type of Residence: Total Number Bcdroo= P. 0a: 2 Sin le Family Multi -Family 5 aration Distance from the Well Casing to each of the FolIowing Sources of Contamination: City, State, zip cc&Telephone: Sewer Lines on Lot Rhsorplian Area on Lot F _-AW-44,1 IBQ.5 F1L_ Closest SepticJHolding Tank on Adjacent Lot T S Approval to: �NEz t►1DNE Applicant ❑ Other (Give Name&Address) II. WATERSUPPLY SYSTEM Source of Water and Containment (Check all that Apply) Type of Water Supply System Trcaunent of Water (Check all that Apply) Well (Drilled or Driven) ❑ Surface (Identify) ❑ Private CR None ❑ Chlorination ❑ Roof Catchment E] Filtration ❑ Mineral Removal ❑ Holding Tank ❑ Other (Identufy) ® Public (Serves more that one ❑ Other: family) Well Data Is the height ofthe well casing mon the 12" above the ground? [K Yes ❑ No Is a sanitary" or well cap installed on the well casing? ® Yes ❑ No Is drainage directed away from or around the casing within a radius of 10 feet ofthe well casing? [ Yea ❑ No Is well wire enclosed in conduit? Yes ❑ No Date Drilled Depth of Well (Feet) Static Water Level {Feet) Yield (If available) Pump Rate (If available) 5 aration Distance from the Well Casing to each of the FolIowing Sources of Contamination: SepticMoiding Tank on Lot 0 -k Sewer Lines on Lot Rhsorplian Area on Lot F 1�t IBQ.5 F1L_ Closest SepticJHolding Tank on Adjacent Lot Closest Sewer Lines on Adjacent Lot Closest Edge of an Absorption Area on Adjacent Lot �NEz t►1DNE 1-laN� If toxic materials are stored on the property, including fuel tanks, paints, lubricants and other petroleum On Lot On Adjacent Lot based matedats, ' icides, fun cides or herbicides, indicate distance from contaminants to well casin : n t �j 1 V O g Water Satttple Taken by: (Name) Sampler is: ❑ Buyer ❑ Engineer Addresg ❑ Banker ❑ Government Oficial Water Sample Results: AH=h Copy ❑ Satis€actory -Date ❑ Unsatisfactory- Date Comnwi ts/Recommendations: �i I ce rtft that the above IxfostnaHou, and that p rovldEd In Serdon Iy to correct: Signature Typed Printed Name Title Date Ltf GG i.�L� o ti� e�-t u v klat2 t,�E 2oZ� l I-1 11 7 Note. Pst be signed by a Certified Installer, Professional Engineer, DEC staff, or Owner/Builder Ill. WASTEWATER DISPOSAL } Legal Description: }� No, Septic TanldAbsomtion System ❑ Pacitage Treatment fspecf& Brand Name or Process Soil Type and Rating 7- Holding Tank - Specify Capacity of Tank Type Soil Absorption System Dimemions/Size Soil Absorption System Where Waste is Disposed Frequency of Pumping Soil Absorption System r�r_ Septic Tank Outfall DisslcWged To: f1 Qp r L A Lc,d r i't Percolation Test by: (Name) `� I E] Other (Specify) : (Outhouse, Incinerator, etc,) ❑ NEW SYSTEM Name of installer l� c Date ln9talled l SV.A )oI77 Owner/Iiuilder Ll Certified Installer Other: Septic Tanis Type/Manufacturer No, GP_a 1✓ r?_ 15 1) 'ISL 5TE E: L Septic Tank Size (Gallons) Number of Compartments Soil Type and Rating 7- Soil Type and Rating LJk� Type Soil Absorption System Dimemions/Size Soil Absorption System TypelQuantity Uckfill Matefial Used for G )(] 1 Soil Absorption System r�r_ Percolation Test. Results (Thrash Copy of Report) Percolation Test by: (Name) `� I OK �iito i yr let oc Minimum Ground Cover over Minimum Oround Cover over Cleanout P Caps installed on Cleanout Pipes/Caps Installed on Absorption Area 5 Feet septic Tank Feet Septic Tank YYes ❑ No lAbsorption Systm YYrs ❑ No SeparationWater Supply Source on Lot Nea-A Water Supply Sousa on Nearest. Body of Water Water Table/Bedrock Lot Line Distance To: Feat Adjacent Lot p ms's Feet Nu t4 Feet Feet Feet CommenWRecoinmendations J I A i emel t- Laq� LLP -a/), _eA4 eea v$Za .e.*zcfr� c�y ar L H Lw, to _J-e.L' an.r>'' If o _d.," 4 � -4.r C a I/IottaU ca.Lel(� a r .a rc role a �. L") i o r I certify that ilio above information, and that provided in Section IV, is eorred: SignatureType&Printed Name Title, Reg./Cert No., Inst. No. Bate � n n v v V_L l 2 t= e.E a -S 7 NOTEI Must be signed by a CeWed Installer, Professional Engineer, DEC staff, or approved OwnerBuilder ❑ EXISTING SYSTEM Name of Installer :ff! ied Owner/Builder Certified Installer Other: No. Septic Tank Type/Manufacturer septic Tank size (Gallons) Number of Compartments Soil Type and Rating Type Soil Absorption System Dimermiorts/Size Soil Absorption System Type/Quantity Backfill Material Used for Soil Absorption System Adequacy Test Results (Attach Copy ofReporr) ❑ Pass ❑ Fail Adequacy Test Performed by. (Name) Date Septic Tank Pumped (Artach Copy of Receipt) Minimum Ground Cover over Absorption Area Feet Minimum Ground Cover over Septic -rank Feet Cleanout Pipes/Caps Installed on Cleanout PipeslCaps [mulled on S tic Tank ❑ Yes ❑ No iAbsorption System ❑ Yes ❑ No Separation Distance To: Water Supply Source on Lot I Feet Nearest Water Supply Source on Adjacent Lot Feet Nearest Lusty of Water Water TablefBedrock Feet Feet Lot Line Feet CommentsfRecomni endations I ecrti fy that the above information, and that ffovided in Section IV, is corned: Signature TypediwAted Name ., 'C.'� +`,�ja Title, Rcg./Cert No. Date NOTE: Must be signed by a Professional Engineer.77— r��s. ", '' 7 o � y ' ' SEAL Registered Professional Engineer DRILLING LOG Well Owner Use of Wel Location (address of: Township, Range, Section, if known; or distance main road Lot 43A Sect 2 Z 4D Size of casing6Depth of Hole feet Cased to eet Static water leve t. (above)..low land surface. Finish of well (check one) open end Screen ( ) ; Perforated Describe screen or perforation 'A Well pumping test at_gallons per (hour) of drawdown from static level, , Date of completion Depth in feet from ground surface a TO 1� 2- TO TO TO �co LTO _75i --36 _75'–TO . 00 (88 TO $1 8r TO 10 ! 106 TO 30' i CJD/ TO 140/ for--LL—hours with -_. i t. WELL LOG Give details of formations penetrated, size of material, color and hardness l�rrYA3+n CIQ.0 :5 ti Y) 'C"n Jnr a �.... -� A . P ..� , TO TO TO TO TO x,71 1 -CUSTOMER I� I� ay•+• . r r 1 GARAGE/SHOP I STAND RD TRENCHES, LENGTi 8 X 85 FT TOTAL DEPTH 10 FT R17CK PTH 5 FT I 1500 GAL T NDS I DIVERT R VAL VE I I "S W1z .♦*� OF Well CLASS C . 5-DEARCEM DUPLEX �.�p`C ................ 4 AW ��• '#. 49th ..........�Bjl-� �,.... .:..U.. . ■ ...., .�,... SPRK�TOB ■ r1 No, CE -2225 :�•,{1�,� per, a.n 25 0 25 50 75 100 125 150 SCALE- I" = 50 FT, PROPOSED IMPROVEMENTS TOBBEN SPURKLAND P.E. LOT 43A SEPTIC SYSTEM AS BUILT 203 W 15TH. AVENUE ANCH. AK. 99501 SEC. 22, T12N R3W DATE: AUG. 8, 1997 !9071 279-3915 LARRY BRANDT SHEET: 2/3 GRID: 2637 12322432,D WG - � TONY KNOWLES, GOVERNOR DEPT. OF ENVII CONMENTAL CONSERVATION ANCHORAGE/WESTERN PUBLIC SERVICE AREA OFFICE (907) 269-7519 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 November 4, 1996 Mr. Tobben Spurkland, P.E. 203 West 15th. Avenue, Suite 203 Anchorage, Alaska 99501 SUBJECT: Lot 43 A, Sec 22, T.12N., R.3W., Anchorage, Alaska, Class C Public Water System and Wastewater Treatment and Disposal System, Anchorage, Alaska, AWPSA Project Numbers 9721 -DW -305-049 and 9721 -WW -305- 158; Review Dear Mr. Spurkland: This letter is in response to your October 31, 1996 submittal in which you requested approval to install a source well for a Class C Public Water System and Wastewater Treatment and Disposal system to serve a five-plex on the above -referenced lot. I have completed my review of the submitted information and have the following comments: Drinking Water System It appears that the proposed location for the source well will meet the current State Drinking Water Regulations and guidelines. Therefore, in accordance with State Drinking Water Regulations, 18 AAC 80, construction approval to install the proposed source well and water distribution system is being granted. A Construction Certificate, constituting this approval is enclosed. Prior to serving water to the public, the following items will need to be provided to this office for review and, if appropriate, issuance of a final operation certificate. 1. A copy of the well log and well yield test results will need to be submitted to this office. 2. Written verification, under the stamp of a Professional Engineer (P. E.), that the new source well meets all provisions of 18 AAC 80.015 (b) will need to be submitted to this office. Mr. Tobben Spurkland 2 November 4, 1996 3. Analytical results for total coliform bacteria and nitrates (as nitrogen) will need to be submitted to this office. 4. Calculations showing the capability of the water system source well to meet minimum water consumption needs and the criteria for water demand calculations will need to be submitted to this office. 5. Engineering as-builts plans detailing the water system will need to be submitted to this office. 6. The longitude and latitude of the source well will need to be submitted to this office. Wastewater Treatment and Disposal Based on the soil information that you have provided, it appears that the the proposed wastewater disposal system (1500 gallon septic tank and 1667 square feet of soil absorption system) is properly sized. Therefore, subject to the following requirements, the submitted construction plans are approved in accordance with 18 AAC 72, Wastewater Disposal Regulations. 1. The installation of the wastewater disposal system will need to be monitored by a Professional Engineer (P.E.). 2. Complete as -built drawings (plan and profile view) of the wastewater disposal; system will need to be submitted to this office under the stamp of a P.E. The submitted as -built will need to verify soils (including all percolation test results), watertable and impermeable strata separation. In addition, verification that the maximum separation distances were achieved at the time of installation. As we discussed on October 31, 1996, my main concern is that the silt from 10 feet to 16 feet may become dense enough to in fact become an impermeable strata. You will need to provide verification that infact the silts do not become impermeable at depth. This may require a percolation test at the 16 foot depth or some type of permability testing on the soils at that depth. Mr. Tobben Spurkland 3 November 4, 1996 3. Verification that four foot of soil cover and a geotextile cover were installed will also need to be noted on the above requested as -built plans. 4. Monitoring tubes will need to be located at the end of the trench as recommended in the State Wastewater Guidelines and Certified Installer's Guide. 5. This office will need to be notified 48 hours prior to installation of the wastewater treatment and disposal to allow a representative to inspect. 6. Verification that the diverter valve was properly installed and flow is equally divided between the two trenches. 7. The enclosed forms (Domestic Wastewater System Owner's Statement and Data Sheet) will need to be filled out and returned to this office. This approval does not imply the granting of additional authorizations, nor obligate any state, federal, or local regulatory body to grant required authorizations. These approval do not imply the granting of any additional authorizations, nor obligate any state, federal, or local regulatory body to grant required authorizations. State Drinking Water Regulations have been modified to require fees for plan reviews for public water systems. The fee required for this project is $200. The fee invoice( invoice number 101751) is enclosed. Please submit fee payment to this office. Thank you for your cooperation and coordination with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, Keven K Kleweno, P.E. Environmental Engineer KKK/ka Enclosures: As Stated A I �I I �I I i.. I GARAGES P I STAND RD TRENCHES; LEND 2 X 85 FT TOTAL DEPTH 10 FT ROCKD PTH 5 FT DI VENTER VALVE Z 200 D 1500 GAL I I �9 ........ .*. .*. 5-BEPROQM PRD1POSED CLASS Well ♦� AFF • I �♦�,�.,.,.....:. '�� R150,00 49th �.....� IN. aa,a�aa a,aaf as •aa ■ TDB N SPURKLAND CE -2225 25 0 25 50 75 100 125 150 SCALE- I' = 50 FT PROPOSED IMPRO VEMENTS TOBBEN SPURKLAND P.E. LOT 43A SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE ANCH. AK. 99501 SEC. 22, T12N R3W DATE: OCT. 30, 1996 e (q07) 27q -391r, LARRY BRANDr SHEET: 2/3 GRID: 2637