The URL can be used to link to this page

Home My WebLink AboutSHANGRI-LA ESTATES EAST BLK 2 LT 4Onsite File Shangri-La Estates East Block 2 Lot 4 #020-043-59 Expired Permit – MOA confirmed septic not installed 11/5/21 Onsite File Shangri - La Estates East Block 2 Lot 4 #020 - 043 - 59 0,0r�"r, MUNICIPALITY OF ANCHORAGE mens On-Site Water&Wastewater Program \O } Irl PO Box 196650 4700 Elmore Road f 1Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 frt ." "� I http://www.muni.org/onsite kcHO;01. On-Site Water & Wastewater System Permit Permit Number: OSP181219 Effective Date: 8/30/2018 Work Type: WellSeptic Initial Expiration Date: 8/30/2019 Tax Code Number: 02004359000 Site Legal Address: SHANGRI-LA ESTATES EAST BLK 2 LT 4 G:3239 Site Mailing Address: 16074 MOUNTAIN AIR DR, Anchorage Owner: JANES KELSEY Lot Size in Sq Ft: 41368 Design Engineer: C & M Engineering Total Bedrooms: 4 This permit is for the construction of: 2 Disposal Field 2 Septic Tank 0 Holding Tank 0 Privy El Private Well 0 Water Storage All construction shall 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 (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: Portions of the primary and alternate drainfield are outside the 30 ft radius of a percolation test. An additional perk test is required prior to construction of the drainfield, as shown on engineer's site plan. If results require a design change, construction shall stop pending review and approval of a change order by On- site. Please submit results of the perk test with the inspection report. S Received By: Date: �/` �� Issued By: i'?.(ftJtC1C . epvug Date: S 30 18 0 VMS MUNICIPALITY OF ANCHORAGE (7"---"F,...,. Development Services Department �� I- Development 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 020-043-59 Property owner(s) JANES KELSEY Day phone 782-6020 Mailing address Site address 16074 Mountain Air Drive Legal description (Sub'd., Block & Lot) Shangri-La Estates East B2 L4 Legal description (Township, Range & Section) Lot Size 41,368 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field 0 Initial [ Single Family (SF) Er Septic Tank ❑ Upgrade (w/wo ADU) E Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings El Privy n (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: none Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) ermit/Rush Fees: .7-tatill8 Waiver Fees: Jate of Payment: Date of Payment: Y �• Y Receipt Number: c /� Q "I ,�D Receipt Number: Permit No. DSpi'i 12. / Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 8/30/18 RE: Proposed Septic System for Shangri-La Estates East B2 L4 Dear Reviewer, The above referenced property is currently undeveloped. We are proposing to install a new private well, septic tank, and a new drain field. The proposed septic system is a gravity flow Advantex System, and it is expected that a sand liner will be required. Our review of available documentation and field investigation show that this project will not adversely impact any nearby Wells, Wastewater disposal systems, replacement disposal sites, or drainage flowing onto and off of the subject property. Included with this letter is a permit application and design package, including plans, specifications, calculations, and a soil log. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini@gmail.com with any questions or concerns. Sincerely, Charles Balzarini, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181219, Rebecca Carroll, 08/30/18 SHANGRI-LA B2 L4 SHANGRI-LA EAST B2 L3 (UNDEVELOPED) SHANGRI-LA EAST B2 L5 PROPOSED 4 BR HOME TH-DHI (ON FILE, FOR REFERENCE ONLY) PROPOSED TESTHOLE 10' DOUBLE CLEANOUTS NEW 1500 GALLON ADVANTEX W/AX-20 FILTER POD NEW 5'x30' DRAINFIELD SEE CALCS FOR DEPTH AND FILTER SAND REQUIREMENTS. 10 0 ' W E L L R A D I U S PROPOSED WELL DRIVEWAY 5x30 RESERVE SITE REQUIRES CAT III AWWTS 1060 1050 1046 1' CONTOURS M O U NTAIN AI R DRI V E NEW FCO 10' UT ILITY E A S E MENT SEPTIC AREA 10 0 ' W E L L R A D I U S SHANGRI-LA EAST TRACT A (UNDEVELOPED) SHANGRI-LA EAST B3 L1 SEPTIC AREA WELL +100' C&M ENGINEERING SERVICES 907-854-5558 SITE PLAN LEGAL DESCRIPTION: SHANGRI-LA ESTATES EAST B2 L4 CLIENT: KURTIS GORE DATE: 07/12/18 REV: 0 DRAWN: CB REF: SCALE: 1" = 40' CHARLES G BALZARINI CE-13854R EGISTEREDPROFESSIONALENGINEER LEGEND CLEANOUT MONITOR TUBE TEST HOLE NOTES: 1. THE PROPOSED SEPTIC SYSTEM IS GREATER THAN: 50' FROM ANY PRIVATE WELLS 200' FROM ANY PUBLIC WELLS 100' FROM ANY SURFACE WATER 50' FROM ANY STEEP SLOPES 10' TO ANY PROPERTY LINE OR FOUNDATION 5' TO ANY TEST HOLES 8/20/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181219, Rebecca Carroll, 08/30/18 Residence: number of bedrooms 4 br Water usage/bedroom 150 gpd/br Water Usage 600 gpd system type: Cat III AWWTS type: SHALLOW TRENCH Application Rate 5 gpd/sqft for sand liner required absorption area 120 sqft trench width (W) 5 ft gravel depth (D) 1 ft below distribution pipe Min Required Length: 24 ft Total Excavation Depth: 8 ft includes sand liner depth SAND LINER 2 ft Cover 3'+ Effluent Pipe: Tank: 1500 Advantex w/AX-20 POD New Drainfield: (1) 5'x30'x1' W'xL'xD' Absorption area: 150 sqft based on bottom area only Calc By: CGB Date: 8/30/2018 C&M ENGINEERING SERVICES 907-854-5558 Septic Design Calculations SHANGRI-LA ESTATES EAST B2 L4 RESIDENCE/LOT INFO DRAINFIELD Based on bottom area ONLY 4" ASTM 3034 Design Summary Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181219, Rebecca Carroll, 08/30/18 C&M ENGINEERING SERVICES Ph: 907-854-5558 SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM - MOA CERTIFIED INSTALLER LEGAL: Shangri-La Estates East Block 2 Lot 4 August, 2018 A. GENERAL 1. The septic design is for a 4 bedroom, single family residence only. 2. The site plan and drawings shall be a part of this specification. 3. The Wastewater system shall be installed by a certified installer in accordance All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. The engineer shall perform percolation tests and groundwater monitoring prior to finalizing design. An additional Test hole and percolation test is required during construction. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environment of Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. A licensed surveyor should locate all nearby lot lines, easements, exact 100’ radius from the existing and neighboring on- site wells, and any nearby surface water. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed, after construction of the Drainfield. 9. The contractor shall familiarize himself with the new code requirements for inspection notification and notify the engineer at least 24 hours prior to beginning work. 10. The contractor shall set the grades for the tank and leach field prior to commencing work to ensure gravity flow is acheived. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181219, Rebecca Carroll, 08/30/18 B. SEPTIC TANK 1. Septic tank shall be a fiberglass or steel, 1500 GALLON Advantex system of MOA approved construction. Installed to meet MOA and manufacturer requirements. 2. A combination of soil and 2” minimum of insulation shall be placed over the tank, to prevent ponding and promote drainage. The insulation shall be rated for burial and meet moa requirements. 3. Tank shall be bedded per manufacturer recommendations. C. DRAINFIELD 1. The Drainfield is to be located as shown on the site plan. Notify Engineer of any changed site conditions. 2. The total depth of the initial drainfield excavation is to be at maximum depth as shown in the calcs. The bottom of excavation shall be level +/- 1.5” max. If bedrock or inconsistent soils are encountered, notify the engineer immediately. 3. In the event of over-excavation, a moa filter sand shall be used to maintain the required depth The top of the sand layer shall be level, plus or minus 0.5”, and raked, prior to placing sewer rock. Care shall be taken to not compact the sand. 4. The effective layer of sewer rock is to be placed in the each trench. The 4” effluent piping is to be buried within the gravel layer with 2” of sewer rock cover over the piping. 5. The Distribution pipe shall be 4” perforated pvc pipe conforming to ASTM D3034. 6. The complete Drainfield gravel and piping is to be covered with a geotextile filter fabric. 7. Soil or combination of soil and extruded board insulation to a depth of 3’ or equivalent is to be placed over the drain fields. Mounded side slopes shall not to exceed 3:1. The minimum insulation thickness shall be 2”. Insulation shall be moa approved and rated for burial. 8. The septic tank and leachfield must not be closer than 100’ to any existing private well, or 200’ to any public well. 9. The soils at this site may contain fines such as silt and clay. Rake sidewalls and bottom of trench to remove any smears from excavation. W.0.# 05716 �•rrix DHI CONSULTING ENGINEERS •• � OF A(4 4+` 800 E. DIMOND BLVD. SUITE 3-545 r Q' ..• •. S ANCHORAGE, ALASKA 99515 i 't : •. '� SOILS LOG—PERCOLATION TEST A 9TH , •:*I TEST HOLE LOG # L4B2 r .... ....9.f-----..... ....• � '33 ,'ENNIS DE •• GH.:+ K PERFORMED FOR: ANCHORAGE DEVELOP. & CONST. DATE PERFORMED: 1/31/06 •1.s4'a CE 5807•••.:4'A, LEGAL DESCRIPTION:LOT 4, BLOCK 2 SHANGRA—LA EAST SUBD. 't~°a roe�• OfeSS1� =,1iliDate:Sd7' k ,nr J' FROZEN ORGANIC/ROOTS SLOPE SITE PLAN 1 - '/I..";s: RED GRAVELLY SILTY SAND 2 t ;../= SM is 7 F. • ° GRAY GRAVELLY SAND ,F. / W/ SILTS OCCA. ROCK di8 j` ' � TO 6', DRY WAS GROUND WATER S ' ; : SM ENCOUNTERED ? NO L - 9 :j- o IF YES, AT WHAT P 10 -: •= DEPTH ? 1 4 .` E c — DEPTH OF WATER 12.0' * APRIL 20, 2006 11 • i7 AFTER MONITORING ? DATE: �' .�/` TH GP READING DATE GROSS 1TME NET WE DWTER I NET DROP PERC.RATE 11:17:00— 12 — . . . ' _ I 1/31/06 •11:24:10 7:10 MIN. 12 12 0.60 4( (HARD HARD DIGGING) /2 1/31/06 11:33:42 11'26'30— 5:10 MIN. 6' s' 0.86 1 - 11:34: - 3 1/31/06 11:39:25 5:00 MIN. 6' 6' 0.83 4 131/06 1;•41'00 5: 1125 MIN. 6" 6' 0.90 / :4¢:2 14 - r 5 1/31/06 ,11:527;45— 5:30 MIN. 6' 8' 0.92 15 - - . 16 - 17 PERCOLATION RATE: 0.9 (MINUTES/INCH.) PERCHOLE DIAMETER: 6" TEST RUN BETWEEN: 4 FT. AND 4.5 FT. COMMENTS: THIS TEST HOLE INFORMATION IS PROVIDED TO COMPLY WITH THE SUBDIVISION APPROVAL PROCESS AS OUTLINED IN AMC 15.6.180.6.1. ANY USE OF THIS DATA FOR ANY OTHER PURPOSE, INCLUDING THE DESIGN OF AN INDIVIDUAL SEPTIC SYSTEM IS STRICTLY PROHIBITED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER OF RECORD. ALL SOILS WERE PRE—SOAKED PRIOR TO STARTING THE PERCOLATION TEST. III * NO WATER TABLE FOUND MAY 13, 2011. PERFORMED BY: DHI CONSULTING ENGINEERS. I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 2/07/06 716CSSAD • MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the"AGREEMENT" made and entered into as of this ?"J Day of JV S� of 20( £ , by and between V--e- J - lS `� \'-e S , herein the"OWNER," and the Municipality of Anchorage, herein the"MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at(legal description) Z,\A--u, N -/V\tyrikk 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. VjIt shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential \//\ failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 . 6. Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. yOwner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. \,01 Owner agrees to grant the Municipality reasonable access to test and inspect the I `' AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new v Certificate of On-Site Systems Approval. ___V Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. v4Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: Date: Z3 / By.'1 �.l�,,L�J (signature) i e -e - (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) l The foregoin instrLament w acknowledged before me this Z�day of Auqu�.. 1 , 20 by 1U NOT PUB v FOR • ASKA STATE OF ALASKA .., My Commission expires: a JAL , 131X0 1 NOTARY PUBLIC io- Taleashia Payton k 'V My Commission Expires:February 13,2021 MUNICIPALITY: n By: Cji., ,-'C� (signature) Date: $/30/1& I�ecc& Ca -ro U (print name) Title: (rev. 05/18/2018) Page 3 of 3