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Home My WebLink AboutHARMANY RANCH - EAGLET AERIE LT 9Onsite File Harmany Ranch - Eaglet Aerie Lot 9 #050-381-89 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 Wastewater Disposal System Permit Permit Number: OSP231166 Effective Date: Work Type: Septic Renewal Expiration Date: Tax Code Number: 05038189000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 9 G:0260 Site Mailing Address: 8212 HARMANY RANCH RD, Eagle River Owner: RUSH CHARLES & ROSALIND Lot Size in Sq Ft: Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: This permit is for the construction of: Department 6/30/2023 6/29/2024 ..-•: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Received By: J f�SOn� Date: Issued By: Date: 5 ON-SITE SEPTICMELL PERMIT APPLICATION Parcel I.D. 050-381-89 Property owner(s) CHARLIE RUSH Mailing address 8212 HARMONY RANCH RD, ANCH AK Site address SAME Day phone Legal description (Sub'd., Block & Lot) 8212 HARMONY RANCH EAGLET AERIE LOT 9 Legal description (Township, Range & Section) Lot Size 66498 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([0 all that apply) Absorption Field E] Initial E] Single Family (SF) El Septic Tank Upgrade El (w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy El (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A 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: ej S- Waiver Fees: Date of Payment: 0 Zr / uta Date of Payment: Receipt Number: Q 11111%, Receipt Number: Permit No. ()..S r Z-3 1 t (r, 6 Waiver No. GAIDevelopment Services\Building Safety\On Site Water and WastewaterTormsUient FormsTermit Application.doc June 19, 2023 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Septic re-newal permit Legal: HARMANY RANCH - EAGLET AERIE LT 9 To Whom it may concern: This is a request for a renewed septic permit on the above referenced lot. Nothing has changed with the site or the approved permit. The test hole was checked on May 5 and found to be dry. Please call me if you have any questions. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231166, Curtis Townsend, 06/30/23 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 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP211378 Work Type: WellSeptic Initial Tax Code Number: 05038189000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 9 G:0260 Site Mailing Address: 8212 HARMANY RANCH RD, Eagle River Owner: RUSH CHARLES & ROSALIND Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 10/19/2021 10/19/2022 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 21 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: j! Change Order #1: Field location moved due to wetlands. Change Order #2: Field moved closer to the house. Received By: Issued By: Date: Date: _ A'34 2 MUNICIPALITY 0 i Development Services Department On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-381-89 Property owner(s) CHARLE & ROS RUSH Mailing address PO BOX 770193, EAGLE RIVER AK Site address UN Day phone = Legal description (Sub'd., Block & Lot) HARMANY RANCH - EAGLET AERIE LT 9 Legal description (Township, Range & Section) Lot Size 66,498 Sq. Ft. Number of Bedrooms Of' Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Fx_1 Initial 17 1 Single Family (SF) ❑ ADU) Septic Tank FE Upgrade F](w/wo ❑ (D) Holding Tank ❑ Renewal 1-1Duplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A 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: t� $ ab Waiver Fees: Date of Payment: q�3/a021 Date of Payment: Receipt Number: 003391 Receipt Number: Permit No. O SP2 1 1: 7 $ Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc CO e,— -L Sept. 8, 2022 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Septic change order OSP211378 Legal: HARMANY RANCH - EAGLET AERIE LT 9 To Whom it may concern: This is a request for a septic change order on the above referenced lot. A test holes was excavated during the house excavation phase which showed silty gravel fill mixed with organics (no sticks just peat) for the entire 22 foot depth. Two chunks of concrete (2'x2') were found during the test hole excavation. The perc rate was 8 minutes per inch with no water observed during the spring (May) high water season, see the site plan. We have designed a deep trench using the steep slope provisions in the code 15.65.210.4.a, see sheet S3 for a cross section of the site. A second test hole will be done for the reserve area during excavation. This system will not impact any of the neighboring properties due to the lot layout and the type of septic system being installed. A geotechnical engineering (Keith Mobley P.E.) reviewed the site during excavation of the foundation and said the soils were good for placement of the septic system in the fill dirt, see attached email. Water from the septic or run-off from the house roof will not be an issue for the steep slope. The water table is deeper than 25 feet. The foundation was installed last year and we have had a very wet August with no issues on the steep slope fill around the house of anyplace on the lot. All of the disturbed areas around the house will be seeded and landscaped note added to the drawings. Please call me if you have any questions. Sincerely /Y)W, Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 C O gr Z. Mike Anderson From: Mike Anderson, P E. <mnanderson58@gmail.com> Sent: Thursday, September 8, 2022 10:14 AM To: Keith Mobley Subject: Re: SEPTIC NOTE Thanks On Sep 7, 2022, at 12:40 PM, Keith Mobley <kmobley@nge-tft.com> wrote: Mike, It is anticipated that the leach field water will flow down to the native soil where most will infiltrate and some may flow on the native soil surface and daylight at the toe of the fill. Because the fill is porous with debris and organics, the amount remaining in the fill will be minor, thus not impacting the stability of the slope. Volume wise, 1year of design effluent will fill less than 20% of the expected pore volume in the effluent cone under the leach field. Sincerely Keith Sent from my Samsung Galaxy, an AT&T LTE smartphone -------- Original message -------- From: Mike Anderson <mnanderson58@gmail.com> Date: 9/7/22 14:14 (GMT -07:00) To: Keith Mobley <kmobley@nge-tft.com> Subject: SEPTIC NOTE Keith, As I explained on the phone the MOA On-site would like a simple statement from you addressing the stability of the slope on Harmony Ranch lot 9 if we install the septic system in the fill. Ross is worried about the additional water in the fill. We dig a 20' plus test hole for the new septic system design with no water ... and during the foundation excavation we hit no water in the fill. Call if you need more information. Thank you.. Mike DESIGN CRITERIA: �0'Z MOUND OVER (TH#1) oGRADE 5 BDRM X 150 = 750 GPD SOILS = 750/0.8 = 938 GPD A.p FILTER FABRIC 6938 GA/16 = 59' "0 PIPE GM/FILL\PEAT (1) TRENCH SEWER ROCK 12' DEEP 8.0' EFFECTIVE -12.0 �2.0'j 2.0' WIDE 59' LONG 22.0 NO WATER MAY 2022 SEPTIC FIELD SECTION I I \I \ I I � I y� I I 9 I 'QO 90, PROPOSED WELL 100' RADIUS PROPOSED HOUSE 'PROPOSED \ DRAINAGE FIELD PROPERTY LINE I I I I I I \ Septic Design Prepared for CHARLES & ROSALIND RUSH '��♦�\\111 �F••-9S,��i� ♦•••�� HARMANY RANCH - EAGLET AERIE, LOT 9 °� '•91� Anchorage, Alaska 9 ' 4g T—" • ..... Michael N. Anderson, RE DATE: 9/3/2022 ��`°;MICHAEL N..ANDERSON� •�� 4601 NATRONA AVE DRAWN: DJR 9469 No. 2-22 ��j .. ANCHORAGE, ALASKA 99516 (907) 727-8864 /FAX: (907) 345-1391 SCALE: 1 "=200' „ . •• �4 �1�1,%vis I I I I I EXISTING WELL I 100' RADIUS 1 111 APPROX LOCATION OF BURIED FOOTING DRAIN NO OUTFALL TO PREVENT FREEZING \ \ NEW DEEP TRENCH W/ STEEP SLOPE REQUIREMENTS PER THE 15.65.210. B. 4, SEE S.3 FOR CROSS SECITON \ O74o' 0 1 0\0 1 �h 1 I I I ® 10' MIN. SEPARATION FROM HARMANY RANCH FOUNDATION TO TANK/FIELD/TANK EAGLET AERIE, LOT 10 & 5' TANK/FIELD OR DECK PILES / 0 / NEW TEST HOLE FOR RESERVE AREA REQUIRED VACANT \ \ ® WELL CO #2- 5' T&E EASEMENT Q� O Com' CO ,MT RESERVE SYSTEM I / \ SHALL BE A CLASS III ' WITH 2 GPD/SF APPLICATION, 25X2X6 / \O I / I / I11 PR40SED / I HO�SE \ ON I\ n ® WELL NEW 1500 GALLON PLASTIC SEPTIC TANK W/ 20" RISER O \ 1 SEPTIC r I SHOULDER OF STEEP SLOPE TYP. \ HARMANY RANCH HARMANY RANCH EAGLET AERIE, TRACT A \ EAGLET AERIE, LOT 8 \ APPROX. LOCATION OF WETLANDS BOUNDRY Septic Design Prepared for CHARLES & ROSALIND RUSH ��.•� OF Al HARMANY RANCH - EAGLET AERIE, LOT 9 �'••� •• Anchorage, Alaska ' �� 49R Michael N. Anderson, RE DATE: 9/3/2022 �:MICHAEL N. ANDERS( 4601 NATRONA AVE 1�� No. CE 9469 DRAWN: DJR� 9-2-22 ANCHORAGE, ALASKA 99516 •e�j ••'''•............•••' (907) 727-8864 / FAX: (907) 345-1391 SCALE: 1 "=50' 44 c S\ 6- t1wo f i VACANT \ \ ® WELL CO #2- 5' T&E EASEMENT Q� O Com' CO ,MT RESERVE SYSTEM I / \ SHALL BE A CLASS III ' WITH 2 GPD/SF APPLICATION, 25X2X6 / \O I / I / I11 PR40SED / I HO�SE \ ON I\ n ® WELL NEW 1500 GALLON PLASTIC SEPTIC TANK W/ 20" RISER O \ 1 SEPTIC r I SHOULDER OF STEEP SLOPE TYP. \ HARMANY RANCH HARMANY RANCH EAGLET AERIE, TRACT A \ EAGLET AERIE, LOT 8 \ APPROX. LOCATION OF WETLANDS BOUNDRY Septic Design Prepared for CHARLES & ROSALIND RUSH ��.•� OF Al HARMANY RANCH - EAGLET AERIE, LOT 9 �'••� •• Anchorage, Alaska ' �� 49R Michael N. Anderson, RE DATE: 9/3/2022 �:MICHAEL N. ANDERS( 4601 NATRONA AVE 1�� No. CE 9469 DRAWN: DJR� 9-2-22 ANCHORAGE, ALASKA 99516 •e�j ••'''•............•••' (907) 727-8864 / FAX: (907) 345-1391 SCALE: 1 "=50' 44 c S\ 6- t1wo f SHOULDER OF STEEP SLOPE TYP. NEW DEEP TRENCH W/ STEEP SLOPE REQUIREMENTS PER THE 15.65.210. B. 4, TOPSOIL AND SEE ALL SLOPES OR STABILIZE AS REQUIRED EXISTING GRADE, CJ 5V � bola S Septic Design Prepared for CHARLES & ROSALIND RUSH HARMANY RANCH - EAGLET AERIE, LOT 9 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4601 NATRONA AVE DRAWN: ANCHORAGE, ALASKA 99516 (907) 727-8864 / FAX: (907) 345-1391 SCALE: 40.0' CC A2. PROPOSED HOUSE 0 v in N - DRAIN PIPE 4' BELOW INTERSECTION LOOSE FILL PLACED FROM THE FOUNDATION EXCAVATION �F.....Aw AV I ,gS♦i 49TH 9/3/2022 "s MICHAEL N. ANDERSON; No. CE 9469 c°� Ar DJ R �♦♦♦J v �U•• 9. 2-22 moi 1 -20 MPR SSS i�� Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section .kee 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ' 49TM i r • MICHAEL N. ANDERSCN �¢ �•• C - 9469 Soils Lo Percolation Test tq ��'F� t 1;. ?` 9 I ��pitr+ii3oT��i�,.w ,n �1 Performed For: .y„yyt � 4K-vKc L,- v-� Date Performed: Legal Description: Township, Range, Section: Depth 2- 3- 4- 5- 6- 7- 8-1 _3- 4- 5-7- 8-1 1 `�-/ 0C� - 9- 10- 11- 12- 13- 14- 15- 16 17- 18- 19- 20- Z2 tj WAS GROUND WATER Gross Time ENCOUNTERED? (� IF YES, AT WHAT DEPTH? U CiVt r'1 t -S- C Depth to Water After �L �C Z, Monitoring? Alo'21rC" �io £/ ow, Date: N ID -- s L � 0 —pitl 'E E Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop z 277C�ynl (0 tf Srt f r-MUL&AI ivry KAi t `-(j (minuteshnch) PERC HOLE DIAMETER TEST RUN BETWEEN 5 FT AND Ce FT COMMENTS Au � -�p f(,ft PERFORMED BY: Li uA - I CERTIFY THAT THIS TEST W S PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I %- MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 9, HARMANY RANCH SUBDIVISION PERFORMED FOR: JERRY HARMAN DATE: 1011412013 PROJECT No.: PARCEL ID#- TECHNICIAN: A. HARALA DEPTH TEST HOLE 4 (feet) OB/OG 2 3 4 5 6 7 8 9 10 11 12 13 I 15 16 17 18 1 2 SILTY GRAVEL n. WITH SAND GM/ML SLOPE SITE PLAN SEE SITE PLAN WAS GROUND WATER ENCOUNTERED" YES BOH @ 10' IF YES WHAT DFVT[T? 5.0' DEPTH OF WATER AFTER MONITORING: L.5. r 5% DATE OF MONITORING: 5/15115 L..()' DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/14 1 1:22 0.8111 2 1:52 30 1.19" 0.38" 3 1:53 0.7511 4 2:13 30 1.1311 0.3811 5 2:14 0.7511 6 2:54 30 1.1311 0.3811 PERCOLATION RATE:78.9 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR To TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/27/17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTf I (rcct) l- 2- 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 l9 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 9 HARMANY RANCH SUBDIVISION PERFORMED FOR: JERRY HARMAN DATE: _ _ _ 8130/2017 PROJECT No.: PARCEL ID#: TECHNICIAN: J. MILLETTE TEST HOLE 4A I OB/OG SL SILTY GRAVEL. WITH SAND GM/Ml- 100 BOH @ 7' WAS GROUND WATER ENCOUNTTRFD? N ) Municipality of Andiorage •.70 .` 49th — MICWL E. ANDERS13M SITE PLAN SH SITI, Pt AN IF YFS (rd, WHAT DEP' ", Dr-7F}f OF WATER AFTER MONITORING. Nola. 5% GATE OF MONITORING: " ' IOJtS%I,' DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES)WATER{INCHES) DEPTH To (INCHES) INET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: 8/30 1 9:43/9:53 10 0/2.44" 2.44" 2 9:54/10:04 10 0/2.44" 2.44" 3 0:05110:1 0/2.44" 2.44" 4 0:16/10:2 10 0/2.4411 2.44" 5 0:27/10:3 0/2.441f 2.44" 6 0:38/10:4 10 0/2.44" 2.44,1 PERCOLATION RATE:4.1 (MINANCH) PERC. HOLE DIA, ±L(INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING, I. MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 9/11/17