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HomeMy WebLinkAboutHUFFMAN HIGHLANDS LT 1 Huffman Highlands Lot 1 #017-451-30 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231050 PID Number: 017-451-30 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade Name Hultquist Homes ABSORPTION FIELD ® ❑ Dee Trench p ❑Wide Trench ❑Bed E] Mound Site Address 5640 Huffman Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 0•$ GPD/SF 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe 6.0 Subdivision Block Lot Huffman Highlands 1 Ft. Fill added above original grade Gravel length Township Range Section 0.5-3.6 Ft. 2 @40 L F Ft. Gravel width 2.5 Ft. Beds: Number of Lines NA Distance between lines NA SEPARATION DISTANCES To Septic Absorption Holding Sewer Lift Station Total absorption area Number of trenches Ft. Dist. between trenches From Tank Field Tank Line 960 Ftz 2 14.0 Ft. Well 100+ 100'+ NA NA 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1,500 Gal. Surface Water 100+ 100'+ NA NA Material Number of compartments Lot Line 10+ 10'+ NA NA NA Plastic 2 Foundation 10+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIALHouse to tank 3034 Tank to 3034 Installer drainfield Hultquist Homes Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 100.0 ft Inspdection is, 4/11/23 2„d 4/12/23 Location and description 3`" 4/13/23 41^ 9/$/23 See Site Plan, Northeast Deck Corner ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date �'"'••.ee e e * 9 TM e* eeee ee es seeeeee ----- • • tleaririope Septic System -`� e CE 8149 Approved Date 10230927 ._' •e Note: this approval does not include well permit requirements. k''.V VJ-.U) 0 -l'- TnI(K- Q) 0 N) C) 0') 0) v J C)l Un 01 C'4 (A > cy) (o (D -'j (D -'j Do -P, 03 CY) 0) 01 0 W (C) fC) Cn J (.0 .-,j --i to CC) (*14 (p I— Ln (C) O 6 CLEAN OUT D r,) 1'c' 2K (-,<) ;>;o DU v oz 'x o' C m '��: 11) > (1) -'0 -- 2-210m 0;0 -El m �71 m F ;;o > n m m M> F n;;o ZN C, R > U) x > M ;0 >m ;a cn m< z 0 0 - >x < m >m 10 m �U IMD ;> M > 0 ml -�O — 0 ,I Ln �' m-- C) x M02 1 0 m M r- > -n oz A , �' p M, MN om -< cf) z x 0-" rl) 0 CO o r'j m -u x o M 'Ti D 0 m (j) Ln CD m 0. -0 C) K 0 cn C) (D 0 - ) o ::�f ��4 mm �- 6') ��:: 00 (ji c > • ---i T1 0 —0 o --1 F- x -0 -o (' -< cl) -90 C) -T-1 -u o Ln C/) > T1 L0 -q m C) C/) M 0 0 1 0 > 0�0 c) 4 m K cl) m M o c) *-0 :E 0 7C) m z CY) iO — X O MANHOLE z m CLEAN OUT W m i. r W W --J wo CCLA 11 WELLS 1 200'+ 7 Rp c m > Tito z F 0 > F-1 F m DO m > v n n F7v 0 0 n c/) L/) Lf) C) m 41 co 9 mmom M— — — — — — — m m CA C, m cn �\l E N T -T-1 K: x z cn -'4 0 10' T&E EASE --j NJ m 0 m 0 0 M I 0 Ln ::E Pli m 10 F&E EASEMENT < 0 R, > m - - - - - - - R? - - - - - - (npx DO cf) -p -TI 0 m (D !3) (A 0 r- > 0 m 41 n C� > ;0 m-' n > 0 > n z m z 0 M CD M F- -4 TH-2023-04-11 z 0 / In NOTES: PANNONE ENG SVC, LLC (C.I. 1088) REVISIONS DATE RECORD DRAWING P.O. BOX 1807 PALMER, AK 99645 Al 09/27/2023 PHONE (907) 745-8200 FAX (907) 745-8201 •SCALE 1" = 50' DRAWN/DR�M:: HUFFMAN HIGHLANDS LOT 1 .... .. . ....... P.J.D. NO ACP CHECKED Tg EA HULTOUIST HOMES 5iev 8149 on**017-451-30 .e PERMIT NO. SITE: NSN HUFFMAN ROAD OSP231050 SITE PLAN ANCHORAGE, AK 99515 ......... SHEET I 1- 2 OF 3 TE S T HO L E 20 2 3 4 1 1 OR TO P S O I L 1 - - + - - - - - - < 2-3-4- 5-6- 7-8- GW / SA N D & SM GR A V E L 9- 10 - 11 - 12 - 13 - 14 - 15- 16 - 17 -- ' - � B � O � H - - ' DA T E PE R F O R M E D : 04 . 1 1 . 2 0 2 3 SO I L S LO G RE A D I N G DA T E NE T TI M E 1 04 . 1 1 . 2 3 -- 2 30 MI N 3 -- 4 30 MI N 5 -- 6 30 MI N WA S GR O U N D WA T E R EN C O U N T E R E D ? __ _ N IF YE S AT WH A T DE P T H ? -N A - WA T E R RA T E LE V E L NE T DR O P (M P I ) RE A D I N G 3. 7 6 -- -- 7. 7 6 4. 0 0 " 7. 5 3. 7 6 -- - - 7. 5 4 3. 7 8 7. 9 3. 7 6 -- - - 7. 5 3 3. 7 7 8. 0 SO I L TE S T RE S U L T S < ' . ' . A N A L Y S I S . . 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"' w 0 u MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Well Log Permit Number: #__________ Date of Issue: ________ Parcel Identification Number: __________________ Date Started: _________ Date Completed: _________ Is well located at approved permit location? Yes No Legal Description:_________________________________________________________________________ Property Owner Name & Address: _______________________________________ _______________________________________ _______________________________________ Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling air rotary cable tool Casing type: _________ Wall Thickness: inches Diameter: inches Depth: feet Liner Type: _________ Diameter: inches Depth: feet Casing stickup above ground: feet Static water level (from ground level): feet Pumping level: feet after hours pumping gpm Recovery Rate: gpm Method of Testing: _________ Well Intake Opening Type: Open End Open Hole Screened Start feet Stopped feet Perforations Start feet Stopped feet Grout Type: _________ Volume: _________ Depth: _________ Start feet Stopped feet Well Disinfected Upon Completion? Yes No Method of Disinfection: Comments: Well Driller: _____________________________ Company: _____________________________ Mailing Address: _____________________________ Water Sample Results: Arsenic: _________ ug/L Nitrates: _________ mg/L Total Coliform Bacteria:_________ colonies/100mL Attention: The well driller shall provide a well log to the On-site Water and Wastewater Section within 30 days of completion. 231050 4-10-23 4-11-23 4-14-23 Huffman Highlands Lot1 G: 2837 Hultquist Homes steel .250 6 244 2 243 1 airlift x bentonite 2 bags 20’0 20 tabs x Johnny Kay Hefty Drilling, Inc. po box 112130 Anch. AK 9951 Stick up 0 2 overburden 2 4 silt & gravel 4 20 sand 20 45 silt & gravel 45 86 boulder 86 88 silt & gravel 88 161 hard silt & gravel 161 173 sand 173 196 moist silt & gravel 196 200 sand 200 218 silty sand & gravel 218 244 bedrock 244 520 Development Services Department Building Safety Division On -Site Water & Wastewater Program a 4700 Elmore Road P.O. Box 196650 Mark Begich Anchorage, A K 99507 s a E T Y Mayor www.muni.org/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW )-1j 103 6 Date of Issue: Parcel Identification Number: Legal Description 11 (� ( L► 1 jj t Lao x G ; 837 Pump Installation Date: Pump Intake Depth Below Top of Well Casing: yajfeet Pump Manufacturer's Name: /' I U er � Pump Model: 5 5q+--, �. � rV . 2 w Pump Size I hp Pitless Adapter Burial Depth: 1 feet Property Owner Name & Address: NV Pitless Adapter Manufacturer's Name: C 6 ? ? 9-10 Pitless Adapter Installer: A- R 4C', ��— Well Disinfected Upon Completion? 2 Yes ❑ No Method of Disinfection: Vl lav ;,,-t k-4.6 c I Comments: Pump Installer Name: Johnny Kay Hefty Drilling, Inc. Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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: OSP231050 Work Type: WellSeptic Initial Tax Code Number: 01745130000 Site Legal Address: HUFFMAN HIGHLANDS LT 1 G:2837 Site Mailing Address: 5640 HUFFMAN RD, Anchorage Owner: HULTQUIST HOMES Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 4/10/2023 4/9/2024 45500 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: 5 1. A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7 -day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). Received By: S 5 Issued By: Date: 4 Date: 7- MUNICIPALITY OF /ANCHORAGE r' 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 1. D. 017-451-30 Property owner(s) HUltquist Homes, Inc. Day phone Mailing address 12570 Old Seward Highway Site address NSN Huffman Road Legal description (Sub'd., Block & Lot) Huffman Highlands Lot 1 Legal description (Township, Range & Section) Lot Size 45,500 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field X❑ Initial X❑ Single Family (SF) X❑ (w/wo ADU) Septic Tank X❑ Upgrade ❑ (D) El Holding Tank ❑ RenewalDuplex ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: 9 62-0 Date of Payment: `f lYh3 Receipt Number: 03L4 N I G Permit No. OS to 2,S (0 5 (� Permit App_::- : - Waiver Fees: _ Date of Payment: Receipt Number: Waiver No. 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 10 April 2023 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99519 Subject: Huffman Highlands Lot 1 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 five-bedroom (5) 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 on (01/13/2022). 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 0.8 gpd/SF was used for the design of a conventional wastewater treatment system across from the existing test hole. (See attached soils log). 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: There are steep slopes along the southern property line. The proposed installation is not located upgradient of these slopes. The slopes down gradient of the proposed installation are less than 25%. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231050, Curtis Townsend, 04/10/23 Page 2 of 2 Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 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 PANNONE ENG SVC, LLC (C.I. 1088)SOILS LOG INSTALL NEW 1500g SEPTIC TANK, AND SOIL ABSORPTION SYSTEM. INSTALL WELL. 16 FEET 16 FEET COMMENTS: PERFORMED BY: PES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ·12 (min/inch) ·6" ·3 FT AND 4 FT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231050, Curtis Townsend, 04/10/23 PANNONE ENG SVC, LLC (C.I. 1088)N S EW SCALE: 1"=50' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231050, Curtis Townsend, 04/10/23 ter- rl- orn G) 0') i- r - c'') M M r LU p p o C Mfu0 H "- O n EX >, CL N O -0 C� O �l _L ci V p B � U ® Q � CUN L C a) U t� U) (B > L O 06 U) c E� Q O a 00 WA N O N N 0 T- 63 N O O O I O Co r' LO d' ti O U O 0 - CO O7 T V) [� Q J C/)c - L O Z U a Q f2fn V 2 Zz QL L- LL L- LL :D C (fl o LO Q U U U 4) cB J U J 2 M. v o r o "- O a� >, CL N O -0 (B O _L ci _= V N CUN L C N t O F- t- O 'a ♦O♦ U L 0 ON41 0 = N in :� N W O 0 > L O C V i _ p cBN o -aU Q O U a .N p.� E N O �> Q U_ O N LL a) c �a / V/ O •FI 3 41 c.. O Q C O •N W z L Q � > aa O O M O p O L O Q E Q Q) N L N v v c O X 41L _ M o '' %^ cu VJ a' *�O N *J u N O E 0 -0 C 0a > C O CL > N . Y -0 o 0 U)O d > Q i � oC: LLU Q 0 O U o � U) O NH a" a L i N W O Q a F- O U= O t N U N La CL .0 i a 2 a a 0 m 0 MUNICIPALITY OF ANCHORAGE Development Services Department `s4 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 017-451-30 Legal description HUFFMAN HIGHLANDS LT 1 Site address 5640 HUFFMAN RD Anchorage AK Current property owner(s) HULTQUIST HOMES Expiration Date: Z Z ei X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: M Original Certificate Date: 10/2/2023 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 Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE o �c Development Services Department 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. 01745130 Complete legal description Huffman Highlands L1 Location (site address) 5640 Huffman Rd Current property owner(s) Hultquist Homes Day phone 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS 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 Plastic ❑ Concrete ❑ Fiberglass Age 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: ❑■ 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 51731 X23 Date of Payment COSA # 03c 2 3 1'3 Waiver # COSA Application—June 2022 • i 01745130 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 [� Well log is filed with Onsite (or attached) Date drilled 4/14/23Total depth 520 ft Cased to 244 ft D Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA new Static water level at beginning of test 243 ft. Comments ' Measured operating fluid level in septic tank new Date of pumping NA ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 4/11&4/12 D ALL standpipes present per record drawing Total measured depth from grade 10.5-13.6 ft (max) 4.6-7.6 Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field. ❑ 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 Well production at time of test 1 gpm Water storage tank volume Iia gallons Well disinfected for coliform test? ® Yes ❑ No U Coliform bacteria is Negative Nitrate .618 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L U Arsenic less than MRL (ND) Collected by Hefty Date 8/15/23 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date Results ❑ Pass Fluid depth prior to test Water added gal New fluid depth in Elapsed time min Final fluid depth in 17 Absorption rate 750+gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 72 in 0 Effective depth used in Effective depth remaining 72 in From Private Well omLot to: (Please enter distances if less than required orifcommunity well onlot) Septic Tank/Lift Station onLot�>1OO' Community Sewer Manhole/Cleanout >1OO pqYes ifNo~___,ft Ex-1YesifNo—ft Neighboring Tank >�1OO' Yea ifNo—ft Private Sewer/Septic Line25`[�1Yes ifNoft Absorption Field on Lot >� 100' Fx� Yee i/ No _ ft Holding Tonk > 100' [0 Yes if No ft Neighboring Absorption Fields �>1OO' Animal Containment >�SO' Yen ifNoft MYeo ifNoft -- Manure/Animal Excreta Storage > 100' Community�evwarK4�in��75' i�Yea ifMo� [x_lYes ifNoft 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 ifless than required) Building Foundations > 10' MX Yes if No — ft Surface Water> 100' MYes ifNo_ft Tank to Property Line> 5' Field toProperty Line >1O' Water Main >� 10' Water Service Line >�1O' F. ENGINEER'S COMMENTS nYea ifNo____ft nx Yes if No ft Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200'Fx] Yes if No ft FAI Yes ifNoft |ftank ovfield keunder driveway comment below G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my oeo| affixed hanabo and as of the ve|kjeUon date shown below, | verify that my investigabon, based on procedures outlined in the Certificate of On -Site Systems Approval Buida|inma, indicates that the on-site vvabar supply and/or wastewater disposal system appears to comply with applicable Municipal and State oudeo, ordinanoes, and regulations in effect at the time of installation, unless noted otherwise. In conducting an adequacy test, | attempt to provide o thonough, conscientious engineering analysis ofthe system in accordance with AOEC & MOA guidelines and regulations. The reported naouks 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 xveUa and septic systems depend on the local soil condiUon, 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 systann, nor do they guarantee that there are no hidden defects or ennroachments- lFhenahora, we cannot provide any warranty for future pedonnanca, nor can we estimate remaining |iha of the system. The content of this report iafor the sole benefit ofthe owner listed above. Name of Firm. Pannone Engineering Services Steven ��Pannone P[� F ASCE_ 9/29/23 Phone COSAChecklist—]une 2022 Lot 1, Huffman Highlands 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 09/12/2023