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Home My WebLink AboutCANYON VIEW ESTATES BLK 2 LT 10 Canyon View Estates Block 2 Lot 10 #042-081-45 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231171 PID Number: 042-081-45 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade Name Hultquist Homes, Inc. ABSORPTION FIELD ❑ Deep Trench 0 Wide Trench ❑ Bed ❑ Mound Site Address 13900 Canyon Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SFJ 0.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 0_0 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Canyon View Estates 2 10 Fill added above original grade 3 5+ Ft. Gravel length 2@50 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines n/a Distance between lines n/a Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Ft2 2 6.1 Ft. Well 100'+ 100'+ NA NA 25'+ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 10'+ 10'+ NA NA NA HDPE 2 Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Brownson Bros, LLC. Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 100 ft Inspdection 15' 03/11/24 2nd 03/11/24 Location and description 3`d 03/11/24 4" 03/11/24 Back door threshold - first floor ON -SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date sir■ s • a�:t�� ,I I }�. CE M49 ■. 4.4.2024 �'•. 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O mrrLn�N-0O�� D o �� '�°� C) CO (-)Om �mcn-- r oo 0 CC) �mCO--I �Zr -n �� p Coco w ac`On"� �� v O — mm m T ZU) (/)��2 I' 1 n ��r- � y m 0 r N r r C7 > rm O = - m o Cn pp 2 D-m0 mZ rlyrri . I -prZn_ZD�7m� a � OpOrO O O ;►� (.i om-�m�mz�0 v i �Z�� r v w LnDZmmK� N n-r1Q Fri �n ODm Z ti n0�� (nDmm�D�1-rxrri rr b � i Dm=��pUj� m!)-0=>mZ �N Cn O Mc Oon mm-uDO Z a �bO�nZ Ov' CDcl)0> momm � � _� � � i,iR1r�!'�� po O mririO��mO-Zi ® ~ zz o \ = Ck O �� O O- cn D oo cn n (A moz ` x \. > ---q > 2Z :;j r'rl zF=m Mrr'�'mc�oo �_ Z D -0 0 0 \\ o \ C7DOzc-DC� -� \ c r / — m r y o Cc) \ I zrTrro��mm0pli � obocn w c., D �v �DOCDOm!� Ln O �- o Z // p/ 3 mz-�_��-'-'m w �s c„ ` �0M>m=D m Z U7 m -q o nDZ-<Z ��i cn U m °° z um cn O mo<• �\ K rnC� o o� D v ® ;' ` � � o NOTES: PANNONE ENG SVC LLC (C.1. 1088) P.O. BOX 1807 PALLIER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201•`"''••.,• pF •••• •• •• ••••••• "meanrioNe CE 8149 •• •'•�Q4/0s/2024.• .••••.• REVISIONS DATE 04/08/2024 RECORD DRAWINGS CANYON VIEW ESTATES, BLOCK 2, LOT 10 CLIENT: H U LTQU I ST HOMES, INC. SITE: 13900 CANYON ROAD ANCHORAGE, AK SCALE 1 " 50' DRAWN LJC P.I.D. NO 042-081-45 CHECKED xxx SITE PLAN PERMIT NO. OSP231171 SHEET 2OF2 Certified Drilling Log OWNER OF LAND: Hultquist ADDRESS: 13900 Canyon Rd. Anchorage, AK 99516 LEGAL DESCRIPTION CANYON VIEW ESTATES BLK 2 LT 10 DATE: 11/27/23 PERMIT NUMBER: OSP231171 DATE OF ISSUE: 7/20/23 TAX IDENTIFICATION NUMBER 04208145000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 260’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 100 feet Liner type Static Water Level: 108.8 feet Recovery Rate 15 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs. Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 16 Silt and gravel 16 20 Silty sand and gravel 20 35 Sand and gravel 35 60 Silt some gravel 60 74 Silty sand some gravel 74 78 Silt and gravel 78 80 Gravel 80 94 Bedrock fractured 94 209 Bedrock gray 209 260 Bedrock yellow fractured Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 231171 Date of Issue 7/20/23 Parcel Identification Number: 04209145000 Legal Description Property Owner Name & Address Canyon View Estates BLK 2 Lot 10 Hultquist Homes 13900 Canyon Rd. Anchorage, AK 99516 Pump Installation Date: 3/27/24 Pump Intake Depth Below Top of Well Casing: 252 feet Pump manufacturer’s Name: Grundfos Pump Model: 10SQE10-290 Pump Size: 1 hp Pitless Adapter Burial Depth: 11 feet Pitless Adapter Installer: Pitless Manufacturer: Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Martinson Brownson Bros. Lot 10, Block 2, Canyon View Estates Subdivision As Built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 03/20/2024 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: OSP231171 Work Type: WellSeptic Initial Tax Code Number: 04208145000 Site Legal Address: CANYON VIEW ESTATES BLK 2 LT 10 G:3042 Site Mailing Address: 13900 CANYON RD, Anchorage Owner: HULTQUIST HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: Dent S �o e N Department 7/20/2023 7/19/2024 67157 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy R1 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 Reuuive� Issued By: Date: Date: 3 GI 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 C% Parcel I.D. 042-081-45 Property owner(s) Hultquist Homes, Inc. Day phone Mailing address 12570 Old Seward Highway Anchorage, AK 99515 Site address 13900 Canyon Road Legal description (Sub'd., Block & Lot) Canyon View Estates Block 2 Lot 10 Legal description (Township, Range & Section) Lot Size 67,157 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field X❑ Initial X❑ Single Family (SF) X❑ ADU) Septic Tank NUpgrade El(w/wo (D) El Holding Tank ❑ Renewal ElDuplex 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. SRP (Signature of property owner or authorized agent) Permit/Rush Fees: pp T Z0 yQ'I-Waiver Fees: _ Date of Payment: 4 Zt r/ Z02 3 '7/1"-Date of Payment: Receipt Number: b 0� Z � eceipt Number: Permit No. S P Z 3 / / 7-1 Waiver No. Permit App__- : - 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 14 June 2023 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99519 Subject: Canyon View Estates Block 2 Lot 10 Well & Septic System Permit Request Septic System Design Narrative This is a design narrative for a permit to install an initial well and septic system on the subject property. The proposed system will serve a proposed four‐bedroom (4) house. Currently the lot is undeveloped. This lot and surrounding lots are served by private wells. Currently there are no wells within 100 feet of the proposed system. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC in May of 2023. Groundwater was observed at a depth of eight feet (8.0’) during the excavation of the test hole, and bedrock was not encountered. Groundwater was observed in the test hole monitor tube after 7‐days at a level of (4.5’) below grade on (05/25/2023). Based on the results of the percolation tests, overall soils appearance, and the selection of the proposed drain field; an application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100’ of proposed septic system. 4. Topography: See attached site plan for area topography. 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 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231171, Deb Wockenfuss, 07/20/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231171, Deb Wockenfuss, 07/20/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231171, Deb Wockenfuss, 07/20/23 040.002 Crowther Associates 1632 Bellevue Circle / Anchorage, Alaska 99515 Telephone (907) 349-2198 / E mail: crowther@alaska.net Client: Pannone Engineering Services Project: Canyon View SD Block 2 Date: May 18, 2023 Particle Size Distribution Table (percent passing subject sieve size) Sample Source 7 8 9 10 Moisture Content 7.0%6.9%6.8%12.1% Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 100 100 100 1-1/2 inch 100 100 100 100 ¾ inch 96 91 92 100 #4 58 56 57 93 #10 38 66 37 82 #40 14 19 15 24 #100 7 12 10 10 #200 6 11 9 7 0.02 mm xx xx xx xx Classification Gravelly Sand with Silt (SP-SM) Gravelly Sand with Silt (SP-SM) Gravelly Sand with Silt (SP-SM) Sand with Silt (SP-SM) Invoice 192 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231171, Deb Wockenfuss, 07/20/23 Development Services Department` cj!� Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 042-081-45 Certificate of On -Site Systems Approval Expiration Date: 3/27/2025 Legal description CANYON VIEW ESTATES BLK 2 LT 10 Site address 13900 CANYON RD Anchorage AK Current property owner(s) HULTQUIST HOMES INC X The On -site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Ac Original Certificate Date: 4/8/2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval June 2022 4 Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 042-081-45 Complete legal description Canyon View Estates Block 2 Lot 10 Location (site address) 13990 Canyon Road Current property owner(s) Hultquist Homes, Inc. 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: * Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: # Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age <1 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: FEI Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ 2 O Waiver Fee $ Date of Payment 4v (�-' Date of Payment COSA # _ 0 2- 4110 9 5— Waiver # COSA Application June 2022 COSA Checklist Legal Description: Canyon View Estates Block 2 Lot 10 Parcel ID: 042-081-45 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by Y this system 1 A. WELL DATA ® Well log is filed with Onsite (or attached) Well production at time of test 15 gprn Date drilled 11 /27/23 Total depth 260 ft _ Water storage none orage tank volume gallons Cased to ` lft Well disinfected for coliform test? ®Yes ❑ No * Sanitary seal is functioning correctly 0 Coliform bacteria isNegative 0 Wires are properly protected Nitrate 3.24 m / g L El Nitrate less than MRL (ND) Casing height (above ground) 24 in. Arsenic u /L g ❑Arsenic less than MRL (ND) Date of flow test for COSA 11 /27/23 Collected by Sullivan Water Wells Static water level at beginning of test 108.8 ft. Date 03/27/2024 Comments New system B. TANK DATA Measured operating fluid level in septic tank n_ Date of pumping New ❑ Required maintenance completed, if AWWTS Comments: New System D. ABSORPTION FIELD DATA Which system tested (date installed) 03/11/2024 OF ALL standpipes present per record drawing Total measured depth from grade 5=ft (max) depth to i �• � Measured de p pipe invert from grade � ft (min) ❑ N/A — pressurized field..3.«. , ❑ Per record drawings, field is insulated. 0 Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) no If yes, enter date Comments/Deficiencies: COSA Checklist June 2022 C. LIFT STATION ❑ Required maintenance completed Age of lift station n/= years Lift station material Comments: Adequacy test date New system Results [C Pass Fluid depth prior to test _ in Water added _ gal New fluid depth _ in Elapsed time _ min Final fluid depth _ in Absorption rate 600 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 6 in Effective depth used _ in Effective depth remaining 6 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' Yes if No ft [-0-1 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' [m-] Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' Q Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' [] Yes if No ft Q Yes if No ft Community Sewer Main > 75' nYes if No ft Manure/Animal Excreta Storage > 100' ❑ Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' Q Yes if No ft Surface Water > 100' 0 Yes if No ft Tank to Property Line > 5' Fm] Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' Q Yes if No ft Private Wells > 100' E Yes if No ft Water Main > 10' Fol Yes if No ft Community Wells > 200' Q Yes if No ft Water Service Line > 10' Emil Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on -site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Pannone Engineering Services Engineer's Printed Name Steven R Pannone P.E., F. ASCE COSA Checklist June 2022 Phone 907-745-8200 4/4/2024 Date