The URL can be used to link to this page

Home My WebLink AboutPALATERRA ADDN 2 LT 3 Palaterra Addition 2 Lot 3 #017-151-27 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP251038 Work Type: WellSeptic Renewal Tax Code Number: 01715127000 Site Legal Address: PALATERRA ADDN 2 LT 3 G:2939 Site Mailing Address: 13401 DE PALATIS CIR, Anchorage Owner: COLONY BUILDERS INC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: f. r: H r I)l'IYi1't3ltei'Itf Lot Size in Sq Ft: Total Bedrooms: 3/4/2025 3/4/2026 45474 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: The Engineer is required to do an additional percolation test in the soil strata where the effective depth will be located prior to construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By: J 7-\D ti I2 C I- Date: (�- -ZoZs Issued By: A Date: `xf K. ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel 1. D. 0 17-151 -27 Property owner(s) Colony Homes Day phone (907) 345-0371 Mailing address 9420 Vanguard Drive #A, Anchorage, AK 99503 Site address 13401 De Palatis Circle, Anchorage 99517 Legal description Palaterra Addition 2 Lot 3 Number of Bedrooms 3 Engineering Firm Forge Engineering Building Permit Number APPLICATION IS FOR: (N all that apply) Absorption Field F1 D D 0 Septic Tank Holding Tank Privy Well Not Applicable ❑ APPLICATION IS AN: Initial EJ Upgrade El Renewal El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Perm it/Rush Fees: Date of Payment: Permit No. 2�22_610313 Waiver Fees: Date of Payment: Waiver No. Distance: February 25, 2025 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Palaterra Addition 2 Lot 3 Septic System Permit Renewal Dear On-Site Services Engineer: The permit for the construction of a well and septic system on Lot 3, Palaterra Addition 2 has expired. A site visit was conducted and there have been no substantial changes to this lot since the permit was originally issued. We have updated this plan with the new septic system and well on Lot 2, and there is no conflict. 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 OSP251038, Curtis Townsend, 03/04/25 April 11, 2023 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Palaterra Addition 2 Lot 3 - NHN DePalatis Circle Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 3-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 fairly uniformly to the south at around 5%. There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate site. Contours 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. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 16’ away. Please refer to the attached test hole log, plan and profile pages for the septic design. The existing test hole provides information for design, but a new percolation test will be performed in the actual receiving soils to confirm the perk rate noted for the deeper ML layer. 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 OSP231056, Curtis Townsend, 04/11/23 PROPOSED WELLS 2x30'LONGx5'VNDE, 0.5' sox8OOnPnom 1soo-GAL ADVANTEX r*pSYGTEM MIN 10' ` � FROM FOUNDATION � LOT 3 | ly | - 'H" MT p co | 7x# PROPOSED WELL \' | NOTE: MUST TIE IN TO REDUCED VERTICAL SEPARATION PROPOSED SEPTIC LOT 6 LOT 4 VACANT LOT LOT 5 VACAINT / | \ �«.....�� .SEPTIC PLAN 8 50 100 FEET w,4 / / / / / / / / LEGEND QJ-CLEANOUT 2CO'DOUBLE CLEANOUT FCO-FOUNDATION CLEAN( FS-FLOW GPL|TTERVALVE MH-MANHOLE MT'MONITORING TUBE SV-SEPT|CVENT TH-TESTHOLE PALATERRA ADDITION 2, LOT 3 fo DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5-WIDE TRENCH SYSTEM PERK RATE: 40 MIN/IN ADVANTEX FAP AWWTS APPLICATION RATE: 2 GPD/SF 2' ERS DOWN TO RECEIVING SOIL 450 GPD / 2.0 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5' DEEP] = 45 LF TRENCH REQUIRED (60 LF PROVIDED) BOTTOM OF TRENCH: 5.0' BELOW GRADE FLOW LINE ELEVATION: 4.5' BELOW GRADE TOP OF TRENCH: AT GRADE NOTE: DESIGN REQUIRES MAXIMUM 20' LENGTHS OF TRENCH FOR REDUCED VERTICAL SEPARATION �EOTEXTILE FABRIC w/ ISULATION RAINFIELD ROCK PERFORATED PVC TOLES DOWN) OA FILTER SAND TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE S 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 •. ... , � '••• Benja' Schiller•'•• �l\:� PROFE SSIONP�..: DEPTH (feet) 1- 2' 3- 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18 19 -. E SOILS LOG AND PERCOLATION TEST E N G I N E E N I N G LEGAL DESCRIPTION: PALATERRA ADDN 2 LOT 3 PERFORMED FOR: COLONY BUILDERS DATE: 3/4/25 PARCEL ID#: 017-151-27 1 TEST HOLE l� OVERBURDEN/ORGANICS aPERC TEST LOCATION SM (SANDY SILT w/ COBBLES) == CL (SILTY CLAY w/ COBBLES) NO WAS WATER ENCOUNTERED? - IF YES @ WHAT DEPTH? NONE DEPTH TO WATER AFTER MONITORING 3 / 11 /25 DATE OF MONITORING DATE READING START TIME NET TIME (MINUTES) DEPTH To WATER (INCHES) NET NET DROP (INCHES) 3/4/25 1 1:45 30 912 16 10 6 16 2 30 1016 11 1s 12 16 3 30 11 1-°6 11 16 16 PERCOLATION RATE: 40.0 (MIN/INCH) COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: J EARLS DEPTH (feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- LEGAL DESCRIPTION: PALATERRA ADDN 2 LOT 3 PERFORMED FOR: COLONY BUILDERS DATE: 3/4/25 PARCEL ID#: 017-151-27 TEST HOLE 2 OVERBURDEN/ORGANICS O DA READING START TIME I NET TIME WATER NET DROP (MINUTES) (INCHES) (INCHES) SM (SANDY SILT w/ COBBLES) PERCOLATION RATE: (MIN/INCH) NO WAS WATER ENCOUNTERED? — IF YES rd WHAT DEPTH? NONE DEPTH TO WATER AFTER MONITORING 3/ 11 /25 DATE OF MONITORING COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN J EARLS NO PERK TEST WAS PERFORMED: TEST HOLE WAS TO VERIFY SOIL CONSISTENCY ONLY Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231056, Curtis Townsend, 04/11/23 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP231056 Work Type: WellSeptic Initial Tax Code Number: 01715127000 Site Legal Address: PALATERRA ADDN 2 LT 3 G:2939 Site Mailing Address: Owner: COLONY BUILDERS INC Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date cnt C - i f. Department Lot Size in Sq Ft Total Bedrooms: 4/11/2023 4/10/2024 45474 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: The Engineer is required to do an additional percolation test in the soil strata where the effective depth will be located prior to construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By:V� % I� �� Date: Issued By:Date: / 20 Z-3 �v UHC CC P ,, _ ;� �� 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. 017-151-27 Property owner(s) gill Taylor Day phone (907) 345-0371 Mailing address 9420 Vanguard Drive #A, Anchorage, AK 99503 Site address NHN DePalatis Circle Legal description (Sub'd., Block & Lot) Palaterra Addition 2 Lot 3 Legal description (Township, Range & Section) Lot Size 45,474 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial n Single Family (SF) ❑X Septic Tank ❑X Upgrade El(w/wo ADU) Holding Tank ElRenewal ElDuplex (D) El Privy ❑ Multiple Dwellings ❑ (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. (5lgnature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment:�� Zo ( Date of Payment: Receipt Number: Z 2 0 Receipt Number: Permit No. 051023 /0- 6 Waiver No. Permit App_'- :: _.,:c ; HOUSE DETAIL Scale: 1"=20' �\ s N \ / \ \ 2.0'x7.0' CANT / GARAGE EL. 915.5 \ Z 0 N \ N / Z \ o / \ \ \ F.F. EL 916.8 ROOF OVERHANG\ ` 4,0, / rJ o l 0 LEGEND 104.8 103.0 1.0'x6.0' EXISTING ELEVATION PROPOSED ELEVATION SURFACE DRAINAGE NOTES: 1) LOT COVERAGE = 6.2% 2) SEE ENGINEER'S PLANS FOR WELL & SEPTIC LOCATIONS. I 25.0' TBM - TOP OF �" REBAR ELEVATION = 916.06 UJ J U CS! Lot 2 _ U) 00 U W \ 2 .91 \ s >' �/ 23 V) 0 914.7 915.3 v) 23 E 3j6. N 2p, 0 \ Lot 4 \ \I Z STREET ADDRESS SIGN 913.9 / \ \ \ QN a of - 915.4 l \ \ \ 915.6 m 915.3 NGUsE gsPhg87.7' OSA/C Ar 1�1W \SEF 18"x24' CMP 7 / \ 4908.9 \ \ 908.9 / \ i i / 10' T&E EASEMENTS PLOT PLAN X_ AS BUILT __ SCALE 1_=40_ GRID --!W 2939-- Project No. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone kenOlangsurvey.com Professional Land Surveyors jonothanOlongsurvey.com '110l OF gtq�l,l trovisOlongsurvey.com '�,• I hereby certify that 1 have surveyed the following described property: LOT 3, PALATERRA SUBDIVISION (PLAT No. 2021-81) 48TH •.*�� Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed • • • • • • • • • • • • • / premises and that there are no roadways, transmission lines or other visible�j KENNETH G. LANG x easements on said property except as indicated hereon. % F� No. V 2 Dated this the __7Et__ Day of at Anchorage, Alaska --- — — ltl ROfE5SI0NP�� It is the responsibility of the owner to determine the existence of any easements, �' SS10 � covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963 Lot 3 45,474 S.F. 20' T&E EASEMENT Q �-TREE II I 916.5 916.5 Lot 1 Lot 2 0 10 25 50 100 SCALE: 1"=40' \ 2 .91 \ \ Lot 4 \ \I \ II I 916.5 916.5 Lot 1 Lot 2 0 10 25 50 100 SCALE: 1"=40' 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 3 ( Day of (�� of 20 2. -by and between / L. C. , herein the "OWNER," and the Municipality of Anchorage, her in 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 ' `� A .v located at (legal description) 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 f 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 term of this Agreement to pay for all V 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, Zllf 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 f 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. Owner 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. (r 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. Owner 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: By: (signature) (print name) STATE OF ALASKA ss, THIRD JUDICIAL DISTRICT Date: The foregoing instrument was acknowledged before me this j day off g g 2 0, by NOTARY PUBLIC FOR ALASKA Notary Public My Commission expires: q SARA DONOVAN State of Alaska 7 My Commission /16/2028 MUNICIPAWTY: By: _ � k _-, -(signature) C-1V ('f 15 tV (print name) Z-/ Date: Title: C I V t- (rev. 05/18/2018) Page 3 of 3