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HomeMy WebLinkAboutSUN VALLEY BLK 1 LT 4Sun Volley Block 1 Lot 4 #078-111-10 MOA has confirmed that the septic system has not been installed. 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 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP241241 Work Type: WellSeptic Initial Tax Code Number: 07811110000 Site Legal Address: SUN VALLEY BLK 1 LT 4 G:0859 Site Mailing Address: 3083 HILAND RD, Eagle River Owner: EVERSON KENNETH L & M INGRID Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms: 8/26/2024 8/26/2025 272344 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: 3 A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). The water line alignment is to be shown on the record drawing. Received By: i Issued By: Date: Date: F� t-��� MUNICIPALITY OF ANCHORAGE mom 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 ;r Parcel 1. D. 078-111 -10 Property owner(s) Kenneth & Ingrid Everson Day phone Mailing address 2301 Hiland Road, Eagle River, Anchorage, AK, 99577 Site address �� 3083 Hiland Road, Eagle River, Anchorage, AK, 99577 Legal description (Sub'd., Block & Lot) Sun Valley, Block 1 Lot 4 Legal description (Township, Range & Section) Lot Size - 272,344 _Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field RX Initial RX Single Family (SF) RX (w/wo AD U) Septic Tank N Upgrade R Duplex ❑ (D) Holding Tank R Renewal R Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well FX] Water Storage R 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:. '3 / -?- Date of Payment: Receipt Number: Permit No. 0 S Waiver Fees: Date of Payment: Receipt Number: Waiver No. Permit App_'-'- '. :'­:c , August 5, 2024 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Sun Valley, Block 1 Lot 4 – 3083 Hiland Road 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 propo sed 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 from the east to the west. The slopes are pretty uniform at between 25-30%. Although the trench will be built on steep slopes, it meets the criteria of 15.65.210.B.4.a.i-iv, including the vertical separation distances measured from the appropriate sides of the trench. The profile demonstrates the required separation distances. As the home site has moved from an older design with test holes, we are using the test holes in the file to design the system, with a new test hole specified to be dug prior to installation. The file is unclear exactly which of the two test holes are which. We have designed using the deeper of the two test holes and will ensure the new test hole dug demonstrates adequate vertical separation to impermeables and groundwater. 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 6’ away. Please refer to the attached test hole logs, 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 OSP241241, Curtis Townsend, 08/26/24 SUN VALLEY, BLOCK 1 LOT 4 c, 1', oF� Benja i Schiller ' �'F�• CE 2592 9/26/2124 SUN VALLEY, BLOCK 1 LOT 4 P-1 DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW 5' WIDE TRENCH SYSTEM PERK RATE: 5.8 MIN/IN 1000-GAL SEPTIC TANK APPLICATION RATE: 0.8 GPD/SF 450 GPD / 0.8 GPD/SF / 5' WIDE * 0.58 RED FACTOR [3' DEEP] = 65.6' LF TRENCH REQUIRED (66' LF SPECIFIED) BOTTOM OF TRENCH: 11' BELOW GRADE ON UPHILL SIDE FLOW LINE ELEVATION: 8' BELOW GRADE (7.0' ON DOWNHILL SIDE) n11 PROVIDE ADDITIONAL FILL TO ACCOUNT FOR SETTLEMENT :XTILE FABRIC FORATED PVC (HOLES DOWN) =1ELD ROCK �5 i 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 E N G I N E E R I N G m .. � .......... • ' • • • • • Benja ' Schiller ' 9F� • CE 12592 9 26 2024 , . •�V , w PROF z w CL w (1) 0 0 w z w 0 < U) < (.9 0 CJ z IL 0 U) w w U) O 0 .441 z < (D f z 1, I" < 44f w F— CL o w W U) N F— w < cV z w 0 rr LU C.) m z 0 w Lij LL- C) Uw ) U) 0 ro y c) w 0- 0 -i U) SOILS LOG AND PERCOLATION TEST ENGINEERING LEGAL DESCRIPTION: SUN VALLEY B I L4 PERFORMED FOR: CRAIG TAYLOR DATE: 9 / 16 / 24 PARCEL ID#: 0 7 8-111-10 DEPTH TEST HOLE (feet) DATE READING START TIME NET TIME (MINUTES) WATER O (INCHES) NET DROP (INCHES) 9/16 1 1:00 30 1 16 616 5 6 2 1:30 30 1 16 66 5 6 3 2:00 30 1 1s 6 3 5 3 PERCOLATION RATE: 5.8 (MIN/INCH) NO WAS WATER ENCOUNTERED? - IF YES @ WHAT DEPTH? 16' DEPTH TO WATER AFTER MONITORING 9 / 2 5 / 24 DATE OF MONITORING COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED SITE PLAN TECHNICIAN: M. JAKUBISIN MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Septic System Owner-installer Agreement The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner to perform work on an on-site wastewater disposal system to serve that individual's owner- occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1.The property owner and excavation equipment operator may perform work on no more than one owner-installation project in a 12-month period. 2.Owner’s projected active involvement with the installation: _______________________________________________________________________ _______________________________________________________________________ 3.The name of the excavation equipment operator: ________________________________ 4.I agree that there will be no monetary compensation for installation services rendered. 5.The name of the inspecting engineer: _________________________________________ 6.I agree to discuss the following items with the inspecting engineer: a.Permit design criteria and specifications. b.Inspection requirements set forth in AMC 15.65.070. c. Advance notice given to the On-site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7.I agree to have the project-specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8.I agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. As owner of (legal description) ___Sunvalley Lot 4 Block 1______ I agree that the information above is true and accurate. Owner’s printed name: _________________________ Owner’s signature: _________________________ Date: ________________ 0 4� I -+.e Magor Mark Begich Ah iicipality of Anchorage. o • P.U. Ka 1'Ni(4i(1 • .b:dum:gc,.11asha r1519b6650 • Tdgdronc (3X)7) 34.4-RWI1 • rns (1977) a4.4•!f^_lNl ° 47(X) 13ml-mw Strccl • :lnchomge. Mashn W65(17 s • c r . w1:w.munLorg Building Safet}, Division April 20, 2005 Alison D. Butler 3083 Hiland Road Anchorage, AK 99516 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040045 Legal Description: Sun Valley Block I Lot 4 Dear Ms. Butler: An On -Site Water/Wastewater Permit, number SW040045, issued by this office for a single-family system, expired on April 06, 2005. The permit was valid for 365 calendar days. ' If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for anew permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, od;� - Daniel J. oth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Apr 06, 2004 Expiration Date: Apr 06, 2005 Permit Number: SW040045 Parcel ID: 078-111-10 Legal Description: -SUN VALLEY SUBDIVISION BLOCK 1 LOT 4 Design Engineer: 0070 KND Engineering Owner Name: ALISON D BUTLER Owner Address: 3083 HILAND ROAD ANCHORAGE. AK 99516 - Site Address: 3083 HILAND ROAD Lot Size: 272344 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Issued By: Date: / y Date:4A Municipality of Anchorage --` Development Services Department ;;- Building Safety Division " - On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ���—� 1 I Permit Number SW 040045 Property owner(s) Lep'_-; rllqtnm D -ion Dayphone 694-8565 . ... il.�iliZ�7G�d • .. ..� .. - Legal description (Lot, Block & Sub'd Legal description (Section, Township & Range) __5l.) D ----> L1i k _& t1(1y r? Lot Size Z� __;L1Lf Acres Sq.Ft. Number of Bedrooms 3 II�IIIi1�13L�L� �L�I�II>3��7:� Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application Is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. of property owner or authorized agent) Permit Fees: ( 9 17 51 -Y 9V 0 Waiver Fees: _ Date of Payment: D�fB�by Date of Payment: Receipt Number: 14 Receipt Number: (Rev. 121)0) t �r INKINM ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-8111 March 31, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New sewer/well permit — Sun Valley, Block 1, Lot 4 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On November 18, 2002 two test holes were performed for the proposed system. The results of these tests are attached. The general slope of this lot is from north to south at a grade of approximately 20-4070. We have designed our system utilizing the existing testholes that were excavated for the proposed 3 -bedroom house. The lot will be served by an individual well, located on the southern portion of the lot. We propose to install one 5' wide shallow trench. Water was not encountered during the excavation or during monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 /FAX 696-8111. Respectfully submitted, KHD Engineering, Inc. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test Owner/ Contractor Specs WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLA SUN VALLEY SUBD. BLOCK 1, LOT 4 NO PUBLIC WELLS WITHIN YBD' Or PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN PW OE PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN PW OE PROPOSED WELL EXCEPT AS NOTED. %� °F. A9s 1 % ��� � ,............, ...... - wonc,rt—e. u rry / CE 711 / a 1 \ AtbFesstoK�/ DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPD 450 GPD/1.2 GPD PER SO. FT. (1.95 MIN/IN.)= 375 SO. FT (375/5'(W)) X .58<RF) (3.0' GRAVEL) = 43.5 FT. TRENCH USE 1 TRENCH - 44 (L) X 5' (W) X 3.0'(D) Total depth of system Is 6.0' from original grade. Total depth of gravel below distribution pipe Is 3.0' IN1LL*1 1. USE A 1000 GALLON SEPTIC TANK, INSULATE IF (4' OF COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. PREPARED FOR: LEE'S CUSTOM DESIGN 11517 OLD GLENN HWY EAGLE RIVER, AK. 99577 (907) 694-8565 FIELD BOOKS 00' MDfY` SEWAF Su"R,a SEWAF ASdXIT: SEWAF Dw RE: ACRD FIE: none r CDWPIITOX DRAW VBG CHECREa KMD DATE' 03/30 DR'a SWO85 .Ae No: 02084 Scale, 1'= 100' PAGE 1 OF 2 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 111 WASTEWATER DISP❑SAL SYSTEM DETAILS SUN VALLEY SUBD. BLOCK 1, LOT 4 1 261' TO NORTH PROPERTY K N p LINE TH04-1 C® 20-25% tt t., � ' I L, S ., 20-25% I 30' PROPOSED 1000 t'� PREPARED FOR: LEE'S CUSTOM DESIGN 11517 OLD GLENN HWY EAGLE RIVER, AK. 99577 (907) 694-8565 /. ,.... .-� FIELD BOOKS CE -7116 4� imHomr. SEWARD DRAWN: S—ac: SEWARD aca[0: KnaD 1 \•' • ....... • •'/ "soar. WARD o"m 03/30 �' tESS10,0� M M. CM SWO8` "0"D ^U` 02084.DWG '108 "°'` 02084 273' TO EAST PROPERTY LINE 'I•' I•z l�) I•' c�� �� F I�� Scale, 1'= 20' PAGE 2 OF 2 lL11\1 LU-) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 -611 I1 IK.NfD ENGINEERING, INC. do Gross Time r* 20441 PTARMIGAN BLVD. Net Drop EAGLE RIVER, AK 99577-8736 11/18/02 SOILS PERCOLATION TEST Performed for: Lee Raymond Date Project: Sun Valley Bl, L4 TEST HOLE # 02-1 Depth 15- 16- 17- 18- 19- 20- ORG/OL -black/red overburden GP/SP — med dense, brown, trace of silt, w/ cobbles to 1', damp. moisture & silt increasing B.O.H. HOLE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION OF •,A`gs',it L►i� ••••'F9 +1 CC7tlWA.- _��1. Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 11/25/02 Reading Date Gross Time Net Time Depth to Water Net Drop 1 11/18/02 1:00 - 6" - 2 1:10 10 min 11/16" 55/16" 3 • 1:11 6" - 4 1:21 10 min 13/16" 53/16" 5 • 1:22 6" - 6 1:32 10 min 1" 5" 7 1:33 - 6" - 8 1:43 10 min 11/16" 415/16" 9 • 1:43 - 6" - 10 1:54 10 min 11/16" 415/16" 11 1S5 6" - 12 2:05 10 min 11/16" 415/16" • Water Added Percolation Rate 2.02 (min/in) Perc Hole Diameter 6" Test Run Between 4 feet and 5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ITM ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for. Lee Raymond Date Project: Sun Valley Bl, L4 TEST HOLE # 02-1 Depth (Feet) 13- 14- 15- 16- 17- 18- 19- 20- ORG/OL -black/red overburden GP/SP — med dense, brown, trace of silt, w/ cobbles to 1, damp. B.O.H. HOLE PRESOAKED PRIOR TO TEST CE 7116 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 11/25/02 Reading Date Gross Time Net Time Depth to Water Net Drop 1 11/18/02 1:00 - 6" - 2 1:10 10 min 11/16' 55/16" 3 • 1:11 6" - 4 1:21 10 min 12/16" 54/16" 5 • 1:22 - 6" - 6 132 10 min 14/16" 52/16" 7 133 - 6" - 8 1:43 10 min 14/16" 52/16" 9 1:41 - 6" - 10 1:54 10 min 13/16" 53/16" 11 1:55 6" - 12 2:05 10 min 14/1+2/:16-: • Water Added Percolation Rate 1.95 (min/in) Pere Hole Diameter 6" Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.