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Home My WebLink AboutGOLDEN VIEW HEIGHTS LT 3A1$8 MUNICIPALITY OF ANCHORAGE �i»cnt 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 e.a ' s U�partment On -Site Water & Wastewater System Permit Permit Number: OSP241009 Effective Date: 2/2/2024 Work Type: WellSeptic Initial Expiration Date: 2/1/2025 Tax Code Number: 02004258000 Site Legal Address: GOLDEN VIEW HEIGHTS LT 3A1 G:3238 Site Mailing Address: 15640 WIND SONG DR, Anchorage Owner: HULTQUIST HOMES INC Lot Size in Sq Ft: 22500 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 5 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: • Submit a Well Decommissioning Log with the other closing documents. Pec-eWod_By: J5.�)r tej fi0 Pe��5 Date: Issued By: Date: 2 Z �' 1 Municipality of Anchorage 1)r. Ilil1'fln Fllt P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 o Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program' * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV241000 COSA#: Permit#:OSP241009 PID#: 020-042-58 Legal Description: Golden View Heights Lt 3A1 Engineer: Pannone Engineering Services Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: Z 2 Approved by: Name of Reviewer ............................................................. ............... . **** VARIANCE/WAIVER REVIEW **** ON-SITE SEWERANELL PERMIT APPLICATION Parcel I.D. 020-042-58 Property owner(s) Hultquist Homes Inc. Mailing address Site address 15640 Wind Song Drive Day phone Legal description (Sub'd., Block & Lot) Golden View Heights, Lot 3AI Legal description (Township, Range & Section) Lot Size 22,500 —Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Initial FX] Single Family (SF) I -XI Septic Tank Upgrade ❑ (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) El Privy ❑ Multiple Dwellings El (SF and/or D) Private Well FX] Water Storage EJ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance to steep slope Distance* 0 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: � 1'0 Waiver Fees: 115 - Date of Payment: I/Z Date of Payment: 3 Receipt Number: Receipt Number: �PZPermit No. _ 0 Waiver No. - 0_5 V Z J1000 Permit App_'-'- '. :'-.,'c ; Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E‐mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745‐8200 FAX: (907) 745‐8201 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Golden View Heights, Lot 3A1 Well and Septic System Upgrade Permit Request This is a design narrative for a permit to install a new initial well and septic system on the subject property. The proposed system will serve a proposed five‐bedroom (5) house. This lot and surrounding lots are served by private wells. There was a previous house with well and septic on the lot. The existing house has been removed in it’s entirety, and the septic system and well will be decommissioned/removed per code. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 12/6/2023. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. No groundwater was observed in the test hole monitor tube after 7‐days. Based on the results of the percolation test and overall soils appearance an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of the test hole. The soils found in the test hole visually meet the criteria in 15.65 and USCS as sand even though the soils were tested at just below 1 mpi. The surrounding soils found nearby were found in every surrounding test hole with percolation tests available (6) to be 1‐5 mpi. Based on the criteria set in 15.65.210C Exception an application rate of 1.2 gpd/sf should be used. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. The system will be installed on a slope that ranges from 30%‐60% in places. See waiver request. 5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On‐Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745‐8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 31 January 2024 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E‐mail: steve@panengak.com Palmer Mailing: P.O. Box 1807, Palmer, AK 99645 Telephone: (907) 745‐8200 FAX: (907) 745‐8201 January 19, 2024 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Golden View, Lot 3A‐1 Septic System to Steep Slope Waiver Request Ladies and Gentlemen: I am writing to request a separation distance waiver between the proposed septic system and a slope of greater than 25% to a distance of zero (0.0) feet. A test hole was performed to confirm the soil profile and percolation rate used for design. The allowable space on the property is minimal, hence the proposed drain field design. PES proposes installing a 65 Linear Feet 5‐wide trench with four (4) feet of gravel below the invert of the pipe. Installing the drain field anywhere else on the lot would encroach into surrounding well radiuses. Due to the nature of and drainage capacity of the soils found in the area (HSG A) the designed infiltration line of 46% for septic system installation on steep slopes should be used instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and soil types allow for infiltration of the system effluent without the effluent “daylighting” at any distance of concern. Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Please contact me if you have any comments or concerns. Sincerely, January 19, 2024 Steven R. Pannone, P.E., F. ASCE Owner/Civil Engineer Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241009, Deb Wockenfuss, 02/02/24 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PFION E T ~NEW :'~// ~ ~ ?// [~ UPGRADE ~-AI LIN G ADDRESS LEGAL DESCRIPTION LOCATION Well I DISTANCE TO' N ~ I Manufacturer ¢ ILiq, capacity in gallons _i~Z ~ Nm of lines ¢ ~ L_ength of each line/~ p:~ I / I ~ ~ Top of tile to finisl~ grade ~ ~ Widtb ~ P I Type of crib Crib di~ ~ ~s Depth __~ ~ ~~ Building foundation Absorption area / Inside length Dwelling Foundation //.~, _,.~ / Total length of lines Width Material Nearest lot Hne / (~ ~' / Trenc] w dt ] inches Materialbeneatb tile ~ /~ (~ inches NO, OFBEDROOMS PERMIT No, of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. ,~/~70/(_c-~/~} Distance between lines Total effective absoH)tion area Depth PERMIT NO. Crib depth Total effective absorption area Building foundatioe Nearest lot line Driller Distance to lot line PERMIT NO. Sewer line Septic tank ' ~sorptionmrea(s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS APPROVED DATE LEGAL ~::iiFi:Ol.li'.,ll'::, F:I!',tl:;:, rlffi!: lf',Er'lr'l"E~l"! OF' Fill! fii:::'::E:l:::t'v'I:;:l'fr:l:()hl ':: ]:!'.,I F:'lli:li::r'::, I't-..II::~I:;;'.E:: :!::!i, i'.,tE~ :!i;l::i'T I,.I):!:,i.'I! FEd;i: '! liE: !:!il:ii:l:::l',,,'!::i:!. [)EF:'TII ~ :!!i; 'I'H[:? !'t :[ H :i: I','lLti,I !::,lli:F"f'l.I i::li::: i::i!:;i:!:::l',,,'!:!!:! Eft:i!: i'H!i:i.i:i'.,! Fill:!: F:¢'.,!!:?, 'II!E !?,0!"i'0!,i (::d::: I'! I~.:i: ili;:.::E:I:::?,,,'t:::!'t' :1: I::)h! ,:: :!: !'.,! F:'Ii:F::'!' ::,. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 ~76-222'[ SOILS LOG- PERCOLATION TEST SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2,0-2 3 5 6 7 8.0.8 9 10 ll.~ 0.11 12 13 14 15 16 17 18 19- 20- COMMENTS A~dw aPd ' ' (,-ross DATE PERFORMED: ¢,~ ;L/79 Lo'ts }A & }T}, {;olden View Neights Subdi~,ision SLOPE SITE PLAN Top Soil i ' ' ' -[ >iii-[ '.J o C o "I/,'iL" ' Gravelly Sand USGS "SP" Coarse Gravelly Sand U'SCS "SP" Gravelly Sand [JSCS "SP" WAS GROUND WATER S ....... · N~DUNTERED? Yes L 0 Sandy O'r'av e 1 P u'. IF YES, AT WHAT DEPTH? J. LI' Feet Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN Reccomend ]-30 Ft./ Bedroom FT AND (minutes/inch) FT q~rench should be placed between 2' and 10' depth PERFORMED aY: David J, Har2}:an CERTIFIED BY: David J, I-larman 72 008 (7/76)