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Home My WebLink AboutHUFFMAN HIGHLANDS LT 2Onsite File Huffman HI'*ghlands 017�451 �31 Municipality of Anchorage On-Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221261 PID Number: 017-451-31 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: 0 New ❑ Upgrade Name HULTQUIST HOMES ABSORPTION FIELD ❑ p ❑ ❑ Bed E]Mound Dee Trench Wide Trench Site Address 5610 HUFFMAN ROAD ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 1.2 GPDISFI 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2 Ft.2 Gravel depth beneath pipe Subdivision Block Lot HUFFMAN HIGHLANDS 2 Ft. Fill added above original grade +1.8-5.8 Ft. Gravel length 2 @ 44 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines NA Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption LiftStation Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 628.6 FtZ 2 6.0 Ft. Well 100'+ 100'+ NA NA 25'+ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 5'+ 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 to3034 drainfield Alaska Excavation Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 742.0 ft Inspection 15` 10/21 /22 2�d 10/24/22 Location and description 3'd 10/25/22 4'h 10/26/22 See Site Plan, Bottom House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: DateOFAN® OF A � �l 49 TH *�¢r� .Steven Pannone �� Septic System Approved �-.� Pp z S Date � �' . c 8 49 �i°��°z,3��`�.®� _ ��FOpROFESS10NP4.® Note: this approval does not include well permit requirement io..., nunn/4.% PROFILE SCALE: NTS 1500gal GREER POLY TANK PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) N S EW SCALE: 1"=50' Lot 2, Huffman Highlands Subdivision Asbuilt 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 06/21/2023 Development Services Department Building Safety Division Gk eU • On -Site Water & Wastewater Program 4700 Elmore Road x R P.Q. Box 196650 Q $ A E 7 Y Mark $egich Anchorage, AK 99507 Mayor www,muni.org/gnsit [907]343-7904 Pump Installation Log Well Drilling Permit Number: SW_.9_--)-' lZ ` 1 Date of Issue: r1 - 21 Parcel identification Number: Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 06/25/2022 01:02 907-345-0202 ALPINE DRILLING PAGE 01/01 Alpine Drilling & Enterprises Well Log Permit Number: #SW221261 Date of Issue: 8-11-22 Parcel Identification Number: Date Started: 10-8-22 Date Completed: 10-11-22 Is well located at approved permit location? x Yes No Legal Description: Huffman Highlands Lot 2 Property Owner Name & Address: Hultquist Homes, Inc. Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling x air rotary cable tool Casing type: steel stick up 0 2 Wall Thickness:.250 inches silt 2 12 Diameter: 6 inches Depth: ,224 feet gravelly silt 12 23 Liner Type: Diameter: inches Depth: — feet silt 23 70 Casing stickup above ground: 3 feet Static water level (from ground level): 232 feetgravellysilt7090 silt 90 165 Pumping level: 460 feet after gravelly silt bedrock 165 224 224 466 4 hours pumping 3_5 gpm Recovery Rate: jj gpm 1 Method of Testing: a"Ii Well Intake Opening Type: Open End x Open Hole Screened Start feet Stopped feet Perforations start feet Stopped fieet Grout Type: bentonitegranules Volume: 2bes Depth: &W 0 feet Sto ed ? feet Pump: Intake Depth ` feet Pump size hp Brand Name Well Disinfected Upon Completion? Yes No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling &Enterprises PO Box 110496 Anchorage AK 99511 A X IM111JUND 313 -Ilia MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program P0Box 18OO50 47OOElmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 Permit Number: OSP221261 Work Type: VYelSeptic|ndia| Tax Code Number:01745131000 Site Legal Address: HUFFMAN HIGHLANDS LT 2 G:2837 Site Mailing Address: 5G10HUFFMANRD, Anchorage Owner: HULTQU|STHOME8 Design Engineer: PANNONE ENGINEERING SERVICES This permit bafor the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 8/11/2022 8/11/2023 2 Disposal Field 0 Septic Tank 0 Holding Tank El Privy R1 Private Well EJ Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal code Chapters 15.55 and 15 .65 and the State of Alaska Wastewater Disposal Regulations (I 8AAC72) and Drinking Water Regulations (1 8AAC80) -. The wastewater code requires .inspections during "the "installation. The engineer shall notify the Development Services Department purAMC15.G5.ProvdanoUficotonbyco|Ung(8O7)343-7QU4(24/7). 4. From October 15toApril 15, asubsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated toprevent freezing Received B Issued By: 5 MUNICIPALITY OF ANCHORAGE F, rM 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. 017-451-31 Property owner(s) Hulfquisf Homes Day phone Mailing address 12570 Old Seward Hwy, Anchorage, AK 99515 Site address Legal description (Sub'd., Block & Lot) Huffman Highlands L2 Legal description (Township, Range & Section) Lot Size 99953 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption FieldX❑ Initial 0 Single Family (SF) 0 Septic Tank 0 (w/wo AD U) Upgrade ❑ Holding Tank ❑ Renewal ❑ Duplex (D) El Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well Q 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. (Signature of property owner or authorized agent) Permit/Rush Fees: 'd & 2 b Waiver Fees: Date of Payment: 7 3 0 Date of Payment: Receipt Number: `� l 5'� 6 Receipt Number: Permit No. 0 S 10a a (o Waiver No. Permit App_:- : !'-:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221261, Deb Wockenfuss, 08/11/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221261, Deb Wockenfuss, 08/11/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221261, Deb Wockenfuss, 08/11/22 MUNICIPALITY OF ANCHORAGE Development Services Department- Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 017-451-31 Expiration Date: 1 2 2 S ?O Z� Legal description HUFFMAN HIGHLANDS LT 2 Site address 5610 HUFFMAN RD Anchorage AK Current property owner(s) HULTQUIST HOMES X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: i� Original Certificate Date: 9/25/2023 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 X Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE K V'5 P-� Development Services Department Z Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 017-451-31 Complete legal description Huffman Highlands Lot 2 Location (site address) 5610 Huffman Road, Anchorage Current property,owner(s) HUltquist Homes, Inc. 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: 0 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 new - 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: 0 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 $ 0 Waiver Fee $ Date of Payment Z f 7-023 Date of Payment COSA # j tV 2 / -7 r Waiver # COSA Application—June 2022 COSH Checklist Legal Description.- Huffman Highlands Lot 2 Parcel ID: 017-451-31 1 0 ZZ If more than I well and/or septic system on lot, provide separate checklist. Structure seryed by this system Comments B. TANK DATA Measured operating fluid level in septic tank new Date of pumping New system [:1 Required maintenance completed, if AWWTS Comments - Which system tested (date installed) 10/24/22 On ALL standpipes present per record drawing Total measured depth from grade 9 - ?,5-'k* ft (max) Measured depth to pipe invert from grade 3.8 ** ft (min) El N/A — pressurized field. El Per record drawings, field is insulated. n Monitor tubes go to bottom of effective. If not, state depth into effective E:1 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 C. LIFT STATION [:1 Required maintenance completed Age of lift station _ years Lift station material Comments - Adequacy test date New Results [C Pass Fluid depth prior to test — in Effective depth (per record drawings) 24 in Effective depth used 0 in Effective depth remaining .24 in Comments/Deficiencies- * Total depth Max. occurs with trench (2) Min. Measured depth to pipe invert occurs with trench (1) COSA ChecklistJune2022 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 Community Sewer Manhole/Cleanout > 100 3 EYes if No ft [E Yes if No ft Neighboring Tank > 100' Yes if No ft Private Sewer/Septic Line > 25' Yes if No ft Absorption Field on Lot > 100' Yes if No —ft Holding Tank> 100' Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' Yes if No Yes if No ft —ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Yes if No ft Yes if No ft El N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to.- (Plea se enter distances if less than required) Building Foundations > 10' [E Yes if No — ft Surface Water> 100' EYes ifNo—ft Tank to Property Line > 5' Yes if No — ft Field to Property Line >1' Yes if No ft Water Main > 10' Yes if No —ft Water Service Line > 10' Yes if No -ft F. ENGINEER'S COMMENTS � Private Wells > 100 7 EYes ifNo—ft [j] Yes if No I If tank or field is under driveway comment below 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 Phone 907-745-8200 Engineer's Printed Name _Steven R Pannone P. E., F. ASCE Date 09/20/2023 COSA ChecklistJune2022 DEVELOPMENT SERVICES DEPARTMENT On -Site water and wastewater Section, www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC231366 Subdivision: Huffman Highlands, Block: , Lot: 2 907-343-7904 Fax: 343-7997 A water sample revealed a nitrate concentration of 5.66 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Ma�lmg Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org i From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. f� Mad�ng Address P O Box�.96650 *Anchorage, glaska 99519 6650 *www muni org