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Home My WebLink AboutSHANGRI-LA ESTATES EAST BLK 1 LT 4Onsite File Shangri-La Estates East Block 1 Lot 4 #020-043-45 MUNICIPALITY OF ANCHORAGE �11,cr�r On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite Department On -Site Water & Wastewater System Permit Permit Number: OSP231083 Effective Date: 9/25/2023 Work Type: WellSeptic Renewal Expiration Date: 9/24/2024 Tax Code Number: 02004345000 Site Legal Address: SHANGRI-LAESTATES EAST BLK 1 LT 4 G:3239 Site Mailing Address: 16310 MOUNTAIN BREEZE DR, Anchorage Owner: JOHNSTON CHRISTOPHER RYAN Lot Size in Sq Ft: 45624 Design Engineer: FORGE ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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: 1. A Category III Nitrogen -Reducing system is required on this property in accordance with Plat 11-62. 2. A test hole is required prior to construction of the absorption field to confirm separations to seasonal high groundwater and impermeables, as well as confirm percolation rate. If results require a design change, construction shall stop pending approval of a change order. Please submit results with inspection report (or change order, if required). Received By: L_ Date: Issued By: _�ftn ..._ -�' Date: -z- z. 3 Community Development Department " Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-043-45 Property owner(s) - C O L &v i . �°' "7 r n S Day phone (907) 345-0371 Mailina address 11471 Business Blvd #771533, Eagle River, AK 99577 Site address 16310 Mountain Breeze Drive, Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Shangri-La Estates East, Block 1 Lot 4 Legal description (Township, Range & Section) Lot Size 45,624 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial El Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑X Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. li (Signature of property owner or authorized agent) Permit/Rush Fees: -0/ y5 Waiver Fees: Date of Payment: x/2/2'3 Date of Payment: Receipt Number: 02-9 9 G n Receipt Number: Permit No. 02io23 I2g3., Waiver No. Permit App_::- : ,'-:c May 1, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Shangri-La Estates Block 1 Lot 4 – 16310 Mountain Breeze Drive Septic System Permit Renewal Dear On-Site Services Engineer: The permit for the construction of a well and septic system on the subject property has expired. A site visit was conducted and there have been no substantial changes to this lot or to the surrounding area since the permit was originally issued. The current design and permit conditions meet all code requirements. We therefore request the renewal of the permit for the well and septic system on this lot. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231083, Curtis Townsend, 09/25/23 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PQ Box 195850 4700 Elmore Road Anchorage, Alaska 99519-6550 Phone: (907) 343-7904 Fax. (907) 343-7997 http://wvvw.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221053 Worts Type: WellSeptic Initial Effective Date: Expiration Date: Tax Code Number: 02004345000 Site Legal Address: SHANGRI-LA ESTATES EAST BLK 1 LT 4 G:3239 Site Mailing Address: 16310 MOUNTAIN BREEZE DR, Anchorage Owner: JOHNSTON CHRISTOPHER RYAN Design Engineer: FORGE ENGINEERING This permit is for the construction of: 0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 3/15/2022 3/15/2023 Lot Size in Sq Ft: 45524 Total Bedrooms: 5 Q Private Well ❑ 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 t18AAC72j 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 [2417]. 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. Coveted, sealed, and heated to prevent freezing Special Provisions: 1. A Category III Nitrogen -Reducing system is required on this property in accordance with Plat 11-62. 2. A test hole is required prior to construction of the absorption field to confirm separations to seasona[ high groundwater and impermeables, as well as confirm percolation rate. If results require a design change, construction shall stop pending approval of a change order. Please submit results with inspection report (or change order, if required). Veronica Pope GE 2022.03.15 ReceivedBy: 16:3111:39-08'00 f ' Issued By: Date: Date: 3A 512 6 �2' MUNICIPALITY OF ANCHORAGE Community Development Department _ Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-043-45 Property owner(s) Ryan Christopher Johnston Day phone (907) 345-0371 Mailing address 11471 Business Blvd #771533, Eagle River, AK 99577 Site address NHN Mountain Breeze Drive Legal description (Sub'd., Block & Lot) Shangri-La Estates East, Block 1 Lot 4 Legal description (Township, Range & Section) Lot Size 45,624 Sq. Ft. _ Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial FX] Single Family (SF) 0 (w/wo ADU) Septic Tank IN Upgrade ❑ (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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) Permit/Rush Fees: -t82o Date of Payment: 3 1 U ? U Receipt Number: Permit No. 0_SP2210ti3 Permit App__- : - Waiver Fees: Date of Payment: Receipt Number: Waiver No. March 15, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 3/15/22 Subject: Shangri-La Estates East, Block 1 Lot 4 – Mountain Breeze Dr Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 5-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes toward the north at or under 20%. There are no slopes greater than 46% within 100 feet downslope of either the primary or alternate site. The current design meets the requirements for slopes between 25% and 46%. Elevations are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Due to subdivision requirements, our design proposal includes a Category III nitrate reducing septic system. Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 8’ away from the primary site. Please refer to the attached test hole log, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221053, Rebecca Carroll, 03/15/22 SHANGRI-LA ESTATES EAST, BLOCK 1 LOT 4 PERMIT # OSP231083 Cc- PID # 020-043-45 ,v 1130 / TH-8A 2004 / 20' LONG x 5' WIDE, 2' / EFFECTIVE DEPTH ABSORPTION TRENCH / 1150 TH1 —8 / CO2 / rC01 2C0 MT2 LOT 4 / LOT S 2500-GAL STEEL EPDXY COATED ADVANTEX TANK w/ 2 - AX20 PODS VENTS ° O NEIGHBORING ADVANCED PROPOSED WELL MH1 MH2 TREATMENT SYSTEM ' W�"50' RADIUS `�. J `r FCO i 1170 B / A ,_ � L T" / 5-BDRM HOME. / / \ 1190 1 WELL w/ 50' RADIUS ` - NEIGHBORING WELL w/ 50' RADIUS J LOT 9A Ss PROPOSED WELL w/ 50' RADIUS / 1210 / LEGEND ..�OF i p', • •"'`•;gall, A B CO - CLEANOUT ��TM �.�79*�� PLAN AS -BUILT �••• •, „•„ (NO SCALE) •'5•�i • �... Benja i Schiller : �/ 0 50 100 F CE 2592 j`�sT • /1 B/2024 .•�� FEET OPROFESiONP`.: 1"=50' FCO 36.7 31.2 MH1 56.7 43.8 MH2 68.2 38.2 2CO 88.3 68.1 C01 79.7 71.4 MT1 81.1 1 73.2 CO2 97.2 72.5 MT2 96.2 70.9 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE SHANGRI-LA ESTATES EAST, BLOCK 1 LOT 4 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEER4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 6" 6" 3' - 6" 2' DESIGN FACTORS:SYSTEM REQUIREMENTS: 750 GPD PEAK FLOW PERK RATE: 1.2 MIN/IN APPLICATION RATE: 6.0 GPD/SF 5 - WIDE TRENCH SYSTEM 2500-GAL ADVANTEX TANK w/ 2 - AX-20 FILTER PODS BOTTOM OF TRENCH: 6' BELOW GRADE FLOW LINE ELEVATION: 4' BELOW GRADE TOP OF TRENCH: 6" ABOVE GRADE 750 GPD / 6.0 GPD/SF /5' WIDE * 0.7 RED FACTOR (2' EFF DEPTH) = 17.5 LF TRENCH REQUIRED (20 LF SPECIFIED) 3/15/2022 GEOTEXTILE FABRIC 5' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221053, Rebecca Carroll, 03/15/22 7 8 LLf,�a' il.d\! uP1»iVYr. ✓!—! eil.. fLi\IMVi{..Vll�V �+.'+. � W.s.vIU1T : -SITE WATER AND WASTEWATER PICC nb W4,F S0 UTt1 nRAGAW ANCHORAGE,. AK 5 `SOILS LOG - PERCOLATION TEST PROJECT #. PIrR1=ORMEa FOR: WIRTech.In+r DATE PERFORMED: 7104124x_ � LEGAL RESCRIPT16N,, n!• Hack 3, 5 ao d L9 EUt s `h I Islo TEsr HOLE #BA . SLOPE �er" i OL t Ar Lig f Q , ,A WAS GRMkWWATI:R DATE • 1 , •Y tio t •n L M. V��,j.1ty Gravel DEPTH OF WATER j y Sand. AF'T'ER 11.01�EITORING: " "•• : _- - E DAM V1112004 Z Recharge �f. r�, a 2 t3i3'! a� ad ri Ow < <i 4 x • �. 10 ' `. „ i a . 017 salt - 1 L t Ar Lig f Q , ,A WAS GRMkWWATI:R DATE EIVCQifI�I'F<�Eti� .,,- tio DE]"TH OF WAATM L IF YES-, MiAT DEPTH? ._._____ 0 DEPTH OF WATER Noe P AF'T'ER 11.01�EITORING: " "•• : _- - E DAM V1112004 SITE PLAN i2WING DATE GRM 7 ti Ii NET TIE DE]"TH OF WAATM NET DROP m 714 alto 8" t Z Recharge �f. 0:21 2 t3i3'! a� Ow 3 0142. 10 ' „ 017 At . 4 i2WING DATE GRM 7 ti Ii NET TIE DE]"TH OF WAATM NET DROP SFaeF 714 alto 8" t "20. Recharge 0:21 2 t3i3'! 10 3 0142. 10 ' „ PfiRO RATE, MIN.IINCH• PERC. HOLE 0lAIIE3f l�' �" TEST RLIN: EIETWEEKd 0 --__FT, AND—AL--F-T. COI t r1T5i Jes# Hole.Pre Snaked Prior h Percolation TesF. Tess FI F1FOfiM[ts BY: ER S NIIEi�SflhF 1, ojr-HAEI. E. 6fiICiER4tiht, CdJTIFY THAT Tail TEST WAS PMFORMEO Iii ACo4MANCE 111TH ALL STATe AND MUNICIPAL: GUJoEGN6 ON; THIS 'DATE: 1116/2004 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 '" Day ofG,�, of 20�, by and d between b+5'1- l '� 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 Advantex Waste Water Treatment System located at (legal description) Shangri-la Estates East B1 L4 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 4 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. It shall be the responsibility of the Owner during the terns of this Agreement to pay for all repair(s), maintenance, adjustmnent(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). �t 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, Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. ArOwner agrees to grant the Municipality reasonable access to test and inspect the 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 Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided G 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. Owner agrees to maintain remote monitoring of the AWVAITS as required by the i 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. OVVT%ER: By: (sigtlattue) (print name) STATE .OF ALASKA ). ss. THIRD JUDICIAL DISTRICT ) Date: 2 J? l The foregoing instrument was acknowledged before me this,9,9 day of �pT dn 20 by r NOTARY PUBLIC FOR ALASKA NOTARY PUBLIC My Commission e.Npires: SARA DONOVAN STATE OF ALASKA My COMMISSION EXPIRES July 16.2024 ---------------------------------- MUNICIPALITY: By (/� (signature) (print name) Date: aJ Z z 3 Title: , C t v�� E ^-G ��-��