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HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 2 LT 3• I: �t 0�:� Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241033 PID Number: 021-021-49 Dwelling: nN Single Family (SF) n with ADU F] Duplex (D) F] Two Single Family Project: X New n Upgrade Name Hultquist Homes, Inc. ABSORPTION FIELD El Deep Trench 9 Wide Trench n Bed 0 Mound El Other Site Address 13782 Canyon Road Phone Number of Bedrooms Soil Rating depth from original grade 5 1.2 GPD/SF JTotal 3.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0 Ft, Gravel depth beneath pipe 1.5 Ft. Subdivision Block Lot Canyon View Estates 2 3 Fill added above original grade +0.8 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 From Septic Tank Absorption Field Lift Station Holding Sewer Tank Line Total absorption area 641 Ft2 Number of trenches 2 Dist. between trenches 7.3 Ft. Well 100'+ 100'+ NA NA 25'+ TANK 9 Septic El S.T.E.P. E] Holding 171 Other Manufacturer GREER Capacity 1500 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 Insulation added Gal. Alarm location Electrical installed by Installer Red Dog Masonry, Inc. PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Drainfield 3034 CO/MT 3034 Inspector PES BENCH MARK (Assumed elevation) 100.0 ft Inspectes:tion 2 1�t 03/28/24 nd 04/01/24 da 3rd 04/03/24 411 09/23/24 Location and description See Site Plan, Basement FF ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date Septic System Approved Date 2 5& Note: this approval does not include well permit requirement OF A/- 49 TH S-teven P. 1-1 ,nor-ie CE C)14�9 kKev =u&io) MUNICIPALITY OF ANCHORAGE Development Services Department Em Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: f %U� Date of Issue:- 3 - 2 V Parcel Identification Number:- vat yq Legal Description Block Lot Property Owner Name & Address- Pump Installation Date: - Pump Intake Depth Below Top of Well Casing: feet Pump Manufacturer's Name: �rLW4� Pump Model: /y �cf� (`7_3 3'Jy Pump Size: )i hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Co VO 6t t' ' l-10 �{e Pitless Adapter Installer: Well Disinfected Upon Com I tion? Yes ❑ No 1 _ Method of Disinfection: Comments: Pump Installer Name: 12�/Con Company: A e_44 ►�� 1� C Mailing Address: f� V I> * Z City:A?b� state: Zip: Attention: The pump installer shall provide a pump installation log to On -site within 30 days of pump installation. 1500 GAL GREER POLY TANK PROFILE PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MUNICIPALITY OF ANCHORAGE Development Services Department ! Phone: 907-343-7904 On -Site Water & Wastewater Section __" Fax: 907-343-7997 Well Log Permit Number: #OSP241 %Date of Issue: 3/13/24 Parcel Identification Number: 021-021-49 Date Started: 7/2/24 Date Completed: 7/8/24 Is well located at approved permit location? Yes ■❑ No ❑ Legal Description: Canyon View Estates BILK 2 LT 3 G:3042 Property Owner Name & Address Hultquist Homes, Inc. 13782 Canyon Rd. Anch., AK Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Casing Stick Up 0 2 Fill 2 8 Overburden 8 10 Brown Clay w/Medium-Coarse • 10 18 Brown Silt w/ Medium Gravel 18 26 Brown Clay w/ Medium -Fine Grajj 26 36 Medium -Coarse Gravel w/Browng36 37 Boney Fine -Coarse Gravel 37 39 Brown Silt w/ Fine -Medium Grav6 39 48 Moist Fine -Medium Gravel w/BrckH 48 57 Fine -Medium Gravel w/Brown Silt 57 59 Coarse Sand & Fine -Medium Grtj 59 62 Wet Brown Silt & Fine -Medium qj 62 68 Fine -Coarse Gravel w/Dirty H20jj 68 73 Brown Clay w/Fine-Medium Gra 73 78 Silt & Fine -Medium Gravel 78 96 Bedrock 96 306 LAT: 61.095817, LON:-149.707 Water Sample Results: Arsenic: Nitrates: Total Colifonn Bacteria: ug/L mg/L colonies/100mL Method of Drilling ❑■ air rotary ❑ cable tool Casing type: A53B Stfl Wall Thickness:.250 inches Diameter: 6 inches Depth: 96 feet Liner Type: N/A Diameter: — inches Depth: — feet Casing stickup above ground: 2 feet Static water level (from ground level): 158 feet Pumping level: — feet after — hours pumping —gpm Recovery Rate: 3.5 gpm Method of Testing: Air Lift Well Intake Opening Type: ❑ Open End Open Hole ❑ Screened Start 96 feet Stopped 306 feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonit® Volume: 2 bags Depth: 20 Start 2 feet Stopped 22 feet Well Disinfected Upon Completion? Yes No Method of Disinfection: Tabs Comments: Well Driller: Johnny Kay 0 El Company: Hefty Drilling, Inc. Mailing Address: P.O. Box 112130 Anch., AK Attention: The well driller shall provide a well log to the On -site Water and Wastewater Section within 30 days of completion. Lot 3, 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 09/16/2024 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 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP241033 Work Type: WellSeptic Initial Tax Code Number: 02102149000 Site Legal Address: CANYON VIEW ESTATES BLK 2 LT 3 G:3042 Site Mailing Address: 13782 CANYON RD, Anchorage Owner: HULTQUIST HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date �p�c.nt .mot s,+ � :ry n C+ Lot Size in Sq Ft: Total Bedrooms: Department 3/13/2024 3/13/2025 67370 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 Received By: (�.S LAM b l� 01-1 Date: Issued By: /�� Date: V __-�o Z y 5 MUNICIPALITY OF ANCHORAGER 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. 021-021-49 Property owner(s) Hultquist Homes Inc Day phone Mailing address 12570 Old Seward Hwy Anchorage, AK 99515 Site address NHN Canyon Road Legal description (Sub'd., Block & Lot) Canyon View Estates B2 L3 Legal description (Township, Range & Section) Lot Size 67,370 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field x❑ Initial 0 Single Family (SF) x❑ Septic Tank ❑x Upgrade El(w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ 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. �40 (Signature of property owner or authorized agent) Permit/Rush Fees: 13 ` 12 Waiver Fees: / Date of Payment: 3 / 3 /-,70 Z y Date of Payment: Receipt Number: © 5 (9 5 C, Receipt Number: Permit No. _ OJP7-LI I 03--� Waiver No. Permit App_:-: - I tix Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Canyon View Estates B2 L3 Well and Septic System Permit Request; Design Narrative Minicipality of Anchorage On -site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241033, Curtis Townsend, 03i13 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 five -bedroom (5) house. This lot and surrounding lots are served by private wells. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 5/4/2023 in the area of the proposed drain field. Groundwater was observed during the excavation of the test hole at a depth of 9.Oft, and bedrock was not encountered. Groundwater was observed in the test hole monitor tube after 7-days at a depth of 7.5ft on 5/25/2023. 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. 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. There are no slopes exceeding 25% less than 50ft from the proposed drain field which create a drop in surface greater than 10ft below the invert elevation of the drain field distribution pipe. 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, IsT-11-P Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 8 March 2024 Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 - v =�«nnp- = D p co -iN C O(n cn �Ln D(n 0� �Z �J Z-< �70 m\Dp m �U1 NC cn Oo m I.. �cn D�7Dco (A --a z m -< om�m0 mD0 � z(n� E co I arm �� .. �Drn m D�°m mm��z �fTl D(n ���C mm p C7m m � y £ x D r• N �7 m� �� .Z7Q (nW < z�pDD pm rx D D m .Z7O�7-'� .UNm'� z�mo� mD �Do<p0omx�rn� zzm2 ZCDin o � — yooA p�Zz D 71U1 DO Cm _{ N�7 =.. .. Z MX!. 0 (n 77U1 mb G7m DN -I., .. omz mmo � z rm�7o-D-imo� m o I rn i .. �_ �C, .. 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RD CHECKED SRP HULTQUIST HOMES INC "�3even tt anrifipe o21 0 2m 49 CE 8149 PERMIT O.0 w SITE: NHN CANYON ROAD z024.0s.11 osP x x ^- SITE PLAN ANCHORAGE, AKisso 5HEET a -0 T 0 D Z C) -➢I A ➢ 0 A W O \ \ � O m Z � ( ➢jD O O m➢ oN m N r D > m0➢ ➢ O { ➢ zA G7 Z N� � O A m N m m � A v -➢i m � m 0 m D N m m m T m —I 00 n .-O m 0 D s z z O_ D z rD n 0 rD nz 0 m D' So m v D G) ( Z z — a n s m m ;u m z x = G) 0 m z r„ < O Dm z m n m 0 zn o_ �n cm z --ii 01< G -4 m mm=Um Ln;0'< .min icy° nm o p cn z�=o �� roo Wmn pN mmp� zC c: I> �� 11 z --A ' > z N c - D D 2 3 U) Z n O C) � v 3 U) O m m FOR CONSTRUCTION PANNONE ENG SVC LLC (C.1. 1088) P.O. 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'1088) REVISIONS DATE P.O. BOX 1807 PALMER, AK 99645 PHONE 907 745-820D FAX 907 745-8201 �pF �p.• " 3/11 /2024 SCALE CANYON VIEW ESTATE B2 L3 HULTQUIST HOMES INC SITE: NHN CANYON ROAD k:•�TM .* •• —tleven R. anrioplte 49 zo 03.1 ......- NO SCALE DRAWN ACP P.I.D. NO 021-021-49 �� ndwoo�� a3nn3 PERMIT NO. OSPXXXXXX SHEET ANCHORAGE AK aalem9lse ueiae ais M_P 1 M 1 -u0 3 OF 3 Municipality of Anchorage On -site Water and Wastewater 040.002 Client: Pannone Engineering Services Project: Canyon View SD Block 2 Date: May 18, 2023 REVIEWED FOR CODE COMPUANCI OSP241033, Curtis Townsend, 03i13/ Cron=lher Associates Particle Size Distribution Table (percent passing subject sieve size) Sample Source 3 4 5 6 Moisttlre Content 5.6% 5.4% 4.0% xx Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 100 100 xx 1-1/2 inch 100 100 100 xx '/ inch 93 91 94 xx 44 54 51 52 xx #10 36 33 35 xx #40 12 14 16 xx 9100 6 8 10 xx #200 6 7 8 xx 0.02 mm xx xx xx xx Classification Gravelly Sand with Silt (SP-SM) Sandy Gravel Nvith Silt (SP-SM) Sandy Gravel With Silt (SP-SM) No Sample Invoice 192 1632 6ellevrte Circle l Anchora e, Alaska 99515 T elephorte (907) 349-2198 / Entail: cr•owtherr,a crlaska.nel Parcel I.D. 021-021-49 Certificate of On -Site Systems Approval Expiration Date: Legal description CANYON VIEW ESTATES BILK 2 LT 3 Site address 13782 CANYON RD Anchorage AK Current property owner(s) HULTQUIST HOMES X The On -site system(s) is/are approved for 5 bedrooms Conditional approval for Comments or advisories: 9/9/2024 bedrooms, with the following stipulations: Original Certificate Date: 9/25/2024 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 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 021-021-49 Complete legal description Canyon View Estates Block 2 Lot 3 Location (site address) 13782 Canyon Road Current property owner(s) Hultquist Homes, Inc 2. ON -SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: 01 Private Well F-1 Private Well serving 2 dwelling units El Private Well serving 3+ dwelling units F-1 Community Well or Public F-1 Water Storage 4. TYPE OF WASTEWATER DISPOSAL: � Private Septic Fj Private Septic serving 2 dwelling units 0 Holding Tank El Community Septic or Public Sewer 5. SEPTIC TANK: F] Steel A-1 Plastic 0 Concrete F-1 Fiberglass Age < 1 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: R AWWTS R Bed n Deep Trench 0 Wide Trench F-1 Seepage Pit Waiver request for: Expedited review requested: F-1 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 $ 12 0 Waiver Fee $ Date of Payment COSA # Date of Payment Waiver # COSA Application —June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. 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) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: COSA Checklist_June 2022 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’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes 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’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC & MOA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail, and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore, we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Phone Engineer’s Printed Name Date