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HomeMy WebLinkAboutEQUESTRIAN HEIGHTS BLK 2 LT 8Onsite File EQUESTRIAN HEIGH 5 No 0,03mm • PID# 017-092-62 (Kev uoiurtia) Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241319 PID Number: 017-092-62 Dwelling: M Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project:❑ New ❑ Upgrade Name Hultquist Homes Inc. ABSORPTION FIELD ❑ Deep Trench R Wide Trench ❑ Bed ❑ Mound Site Address 14325 Equestrian Circle ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 5 1.2 GPD/SF JTotal 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Equestrian Heights 2 8 Fill added above original grade 0 Ft. Gravel length 65.0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines na Distance between lines na Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 650 Ft2 1 na Ft. Well 100'+ 100'+ NA NA 25'+ TANK A Septic [IS.T.E.P. 171Holding [IOther Manufacturer Greer Capacity 1500 Gal, Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 5'+ 10'+ NA NA NA HDPE (Deep Burial) 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 Hultquist Homes Drainfield 3034 CO/MT 3034 inspector PES BENCH MARK (Assumed elevation) 100.0 ft ection 1�t 1/22/25 Inspection 1/23/25 Location and description aro 1/24/25 2nd 4'h 2/10/25 Bottom of basement windowsill, nearest point'B' ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp `���s��� Conditional Approval: Date ,�� �?F 49 TH ¢� ....... Steven R. Pannone ��� Septic System_' Approved Date?ntOs 1 ^ . cE 8-14 0 � r' SSS . p7/o9/20�5 Fhis approval does not include well permit requirem. ��®������ (Kev uoiurtia) $1 VACANT LOT NO WELLS OR SEPTICS 1 °� CLASS A WETLANDS NEW WELL I I BOUNDARY PER S4 W o II SURVEY I W W W W W W W O O LOT 8 I I W W W W W W W O W W W W W W (p - o / RESERVE AREA (NIC) W W W N NEW � \ \ W W W W W W W 1 5B HOUSE INSTALLED NEW 1500ga1 SEPTIC TANK INSTALLED FC BEFORE AND DCO AFTER A TH-2 v ' C ''' I INSTALLED NEW DRAIN FIELD 65LF x 5'W x 4.0'ED x 8.0'TD B *USED ONE 45LF LEG & ONE 20LF LEG A WITH 4.070 DRAIN PIPE 11.4 C2 � INSTALLED MONITOR TUBE AT EACH END T1 5.0 N I AND AT 90° BEND LDC O 5.0 Mi INSTALLED CLEAN OUT AT EACH END W W W W W W W Y _\N SS SS I W W W W W W W W </V W_ W- Ci M2 I I W W W W W W W W W mi I W W W W W W W W TH-1A I DESIGN PARAMETERS l W PRIMARY SEPTIC SYSTEM \ 'NO. BEDROOM: 5(750 gpd) TH-1 TANK SIZE: 1500 (MIN) VACANT LOT PERC RATE: <1.0 MPI SOIL RATING: 1.2 GPD/SF NO WELLS OR SEPTICS AREA ROD: 625 SF SYS. TYPE: 5' WIDE TRENCH 4.0'ED MIN LENGTH: 62.5 LF 92.8 EG: 95.0 FG: 96.0 -FILTER FABRIC -DRAIN ROCK 6" r--4" 0 DRAIN PI POLY TANK I 1 II 4.0' SEWER ROCK PROFILE SCALE: NTS A B C w m w m w m T1 USED: 0 0w 0 0 X DCO 17.2 0 65LF x 5'W x 4.0'E.D., 8.0'TD 25.6 27.3 Z Q m z �6 z o 6 z 0 z o z z TOTAL AREA: 650 SF C2 l li 0 J J 0 0 0 J 92.8 EG: 95.0 FG: 96.0 -FILTER FABRIC -DRAIN ROCK 6" r--4" 0 DRAIN PI POLY TANK I 1 II 4.0' SEWER ROCK PROFILE SCALE: NTS TH-1A TH-2 92.0 88.0 I SP SP I SM/ BOH ELEV: 80.5 A B C FC 12.70 7.1 T1 15.2 24.9 T2 16.1 29.1 DCO 17.2 32.0 C1 25.6 27.3 (DRY 1/9/25) M 1 26.8 27.9 AREA RQD: 125 SF M2 27.0 40.2 C2 25.6 27.7 M3 24.8 27.1 TH-1A TH-2 92.0 88.0 I SP SP I SM/ BOH ELEV: 80.5 DATE PERFORMED: 1/2/2025 -L -15.5 (DRY 1/9/25) RESERVE SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) BOH ELEV: 81.0 TANK SIZE: 2500gal ADVANTEX DATE PERFORMED: W/ (2) AX -20 PODS 1/2/2025 PERC RATE: <1 MPI (DRY 1/9/25) SOIL RATING: 6.0 GPD/SF AREA RQD: 125 SF SYS. TYPE: WIDE TRENCH 4.0'ED MIN LENGTH: 12.5 LF USE: 15LF x 5W x 4.0'E.D., 8.0'TD TOTAL AREA: 150 SF RECORD DRAWING THIS RECORD DRAWING REPRESENTS THE AS -BUILT CONDITION OF THE PROPERTY IMPROVEMENTS DESCRIBED ABOVE. THE DRAWING AND ANY OTHER SUBSEQUENT ATTACHED OR INCLUDED INFORMATION IS BASED ON PERIODIC VISUAL OBSERVATION BY A REPRESENTATIVE OF PES ALONG WITH NOTES, PHOTOS, AND OTHER INFORMATION PROVIDED BY THE INSTALLER OF THE SYSTEM. THE INFORMATION PROVIDED IN THE RECORD DRAWING APPEARS REASONABLE AND REPRESENTS THAT THE PROJECT WAS DESIGNED AND CONSTRUCTED IN GENERAL CONFORMANCE OF 18 AAC 72, THE ADEC -15.0 ONSITE WASTEWATER SYSTEM INSTALLATION MANUAL, AND AMC 15.65 WHERE APPLICABLE. PES SHALL NOT BE HELD LIABLE FOR SYSTEM DEFICIENCIES WHICH FALL OUTSIDE THE SCOPE OF THE REQUIRED VISUAL OBSERVATIONS OR SUBSEQUENT OBSERVATIONS IF REQUESTED BY THE INSTALLER. SEPTIC SYSTEM INSTALLERS ARE TRAINED AND APPROVED BY THE MUNICIPALITY OF ANCHORAGE AND OR ADEC AS APPLICABLE. INSTALLERS ARE RESPONSIBLE FOR CONSTRUCTING THE SEPTIC SYSTEM AS DESIGNED AND ENSURING THEIR WORK CONFORMS TO THE CODES AND POLICIES STATED ABOVE. ���T �7� �T T T `�������1 NOTES: PAMONE ENG �C, L� ���E OF A(�'111, 07/09/251 RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 = �P�. "" :gS,�.'rrr PHONE (907) 272-8218 FAX (907) 272-8211 = -9 /i# Scale 49th �i� 1 "=30' .. ' ............. P.I.D. NO DRAWN BY: DRM EQUESTRIAN HEIGHTS, BLOCK 2, LOT 8 o .........s 017-092-62 HULTQUIST HOMES INC'. STEVE PAaNONE •= %PERMIT N0. �j c CE -8149 14325 EQUESTRIAN CIRCLE rrr�'•.07/09/25.•' `= OSP241319 �sr PLAN ANCHORAGE, AK `rr`i,;;�;- sr2eoF 2 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 241319 Date of Issue 9/25/24 Parcel Identification Number: 01709262000 Legal Description Property Owner Name & Address Equestrian Heights BLK 2 LT 8 Hultquist Homes 14325 Equestrian Circle Anchorage, AK 99516 Pump Installation Date: 12/26/24 Pump Intake Depth Below Top of Well Casing: 48 feet Pump manufacturer’s Name: Grundfos Pump Model: 10SQE07-240 Pump Size: 3/4 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. Merrill Unknown Certified Drilling Log OWNER OF LAND: Hultquist Homes ADDRESS: 14325 Equestrian Circle Anchorage, AK 99516 LEGAL DESCRIPTION Equestrain Heights BLK 2 LT 8 DATE: 11/26/24 PERMIT NUMBER: OSP241319 DATE OF ISSUE: 9/25/24 TAX IDENTIFICATION NUMBER 01709262000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 54’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 50 feet Liner type Static Water Level: 35 feet Recovery Rate 8 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 18 Sand and gravel 18 40 Silty sand and gravel some clay 40 54 Gravel and some sand 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. 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: OSP241319 Work Type: WellSeptic Initial Tax Code Number: 01709262000 Site Legal Address: EQUESTRIAN HEIGHTS BLK 2 LT 8 G:3038 Site Mailing Address: 14325 EQUESTRIAN CIR, Anchorage Owner: DIME DEVELOPERS LLC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms: 9/25/2024 9/25/2025 22315 2 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 co 0 1 R_ � _G) aA_�) ED 6-017, ^_T_ � 77— S 7- l-/"o C E /'/ F -0 c Received By: �'� Date: Issued By: Date: L9Z Z 2 5 MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I. D. 017-092-62 Property owner(s) Hultquist Homes Mailing address 12570 Old Seward Highway Anchorage, AK Site address NHN Equestrian Circle Day phone Legal description (Sub'd., Block & Lot) Equestrian Heights B2 L8 Legal description (Township, Range & Section) Lot Size 22,315 —Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (S all that apply) Absorption Field Fx_1 Initial FxJ Single Family (SF) Ei] (w/wo ADU) Septic Tank RX Upgrade R Duplex ❑ (D) Holding Tank R Renewal F] Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Drain Field to Lot Line Distance: 1.0 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. ':Y/eo (Signature of property owner or authorized agent) Permit/Rush Fees: � / 3 / 2- Date of Payment: 9 LZ-31Z-j Receipt Number: 1 'ZqqG — Permit No. (95" 2 y 131 .9 Waiver Fees: Date of Payment: Receipt Number: Waiver No. S V 2- �14 Permit App_'-'- : - -, Municipality of Andxrage On -site water and wastewater REVIEWED FOR CODE COMPLIANCE Pannone Engineering Se rvi ces LLc OSP241319, Curtis Townsend, 09/25, 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, AK Subject: Equestrian Heights B2 L8 Well and Septic System Permit Request This is a design narrative for a permit to install an initial well and septic system on the subject property. The systems will serve a proposed five (5) bedroom house. This lot and surrounding lots are served by private wells. Currently there are no wells within 100ft of the proposed installation. 1. Soils: Atest hole were performed on this lot by Pannone Engineering Services, LLC on 09/11/2024. The soils log is attached, and approximate locations are shown on the site plan. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was not observed in the test hole monitor tube after 7-days. Based on the results of the percolation test, overall soils appearance, and the attached sieve analysis 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: 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 slopes exceeding 25% down gradient of the proposed drain fields. The proposed installation conforms to the steep slope provision of AMC 15.65. 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 wilt be removed and "For Construction" drawings will be issued. 6. Waivers: Please see attached drain field to lot line waiver request. 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-;?--p Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 20 September 2024 Mailing: P,0.I o;:. 1807, i=alnire , AK 99645 %nidpaliry of Anchorage On -site water and Wastewater REVIEWED FOR CODE COMPLIANCE Pannone Engineering Services LLc OSP241319,Curtis Towr 0925r, 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, AK Subject: Equestrian Heights B2 L8 Lot Line Waiver Request Ladies and Gentlemen: We hereby request a separation distance waiver from the proposed drain field to the south lot line of the subject property to a distance of one (1) foot. Due to spatial constraints on the lot and the presence of class A wetlands there is limited available space on the lot to install a conventional on -site wastewater treatment system without encroaching on the subject property line. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. Furthermore, granting this waiver will not hinder the future development of this or surrounding lots. The septic system for lot 7 may be mirrored across the lot 7/8 property line. Maintaining code required separation to the drain field on lot 8 will ensure the drain field maintains a minimum of ten (10) feet from the property thus not requiring a waiver. The tot 7 well can be installed in the southwest corner of that property. The well for lot 6 can be mirrored across the tot 6/7 property line and the septic system for lot 6 can be installed on the southern portion of lot 6. If you have any questions or concerns, please contact me at (907) 745 8200. Sincerely, CE 8149 Steven R. Pannone, P.E. Owner/Civil Engineer 25 September, 2024 l,'{:=pittJnEa ,907745'82110 Municipality of Anchorage t Ih"J'ar tmrnr P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV241052 COSA#: Permit#:OSP241319 P I D#: Legal Description: EQUESTRIAN HEIGHTS BILK 2 LT 8 Engineer: Pannone Engineering Services Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 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. 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SITE: NHN EQUESTRIAN CIRCLE 2025.O,.,z OSP241319 SITE PLAN ANCHORAGE, AK SHEET 1 OF 5 I I I I I I I I I = I I I I I I I I I I I I I I I " D I I I I I I I I I N (n I I I I I I R 10 I I I I I I I �m I I I I 0) m I I I I 0 I I I I I j I 1 1 155 I I I I O Z TH- to l I I I I I I U ��I� TH-1� I I I I b l I I I I I I I I I I I i I I I I pt�t�bryF+r I I into Lf) Z Na k I IO��Oby'A � �j I I I I I I I O mn O 1 2 I a ::u a I I I I =x�n p I 1 I I I pgq�Zr'l c� I I I I I Zmm'' O I I I I Gi aZLnziy I� I I I i bhp DopI I I I I I I � b0'1i�Z0 I I I 1 I p kZ�r y2,r � Nm --'jO I I I I 1 0 nZN002� I I I I I m �j00�1r A I r Nqm m I I �ncnZ) O I I i b O I iz 1 I I I I i m I I I I I I I f I I I I i I I I I I I I I I I I i I I I I i I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4{0 4{0 I I I I TH _ I i I I I I I I I I I 15.0 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 i I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I i I i I O I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I �`•-^� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTES: DATE PANNONE ENG SVC LLC (C.1. 1088) REVISIONS CHANGE ORDER P.O. BOX 1807 PALLIER, AK 99645 OP 01/09/2025 PHONE 907 745-8200 FAX 907 745-8201 REV 1: 2024.09.25 SCALE )... . *� .* C.O: 2025.01.13 1"=8' 49 DRAWN ACP/DRM EQUESTRIAN HEIGHTS B2 LS ••• P.I.D. NO CHECKED SRP HULTQUIST HOMES tam, a„na„d 017-092-62 CE 8149 PERMIT NO, SITE: NHN EQUESTRIAN CIRCLE ,2025.0r., OSP241319 SECTION ANCHORAGE, AK a SHEET 2OF5 co J 01 N A W N A p Z c) e o f D y � N � m m z A O Z o y m sg A ca �rQa M 2mm A zc cDi m A O � A �m v n m O K O m m -ZI D s Z o Z ro O Z r., m y m m Z m m :n x Z C m p m C .T7 C � m m 00 r m n � m —I 2 -Di -1 x . Ln 0 mr�= °r LnMa rn y a � m O O N A-5-- � oxno mmFi54;u 0 moo Zc rw ?,Ln myOmD Z Arc D 4 c C D x3� 0 ur � n 4 D S 00 2� ?� mm m -O m V m N -x1 m 1+ A Z O m IIIIIIIIIIIIII 0 ;a m 0 p m U c) w A = 0- O o tO N � N O -i i ■ 0 0 E N O M Ln�N Z NCn D O Cn =O D r OcnWm X m_ 0 00OD y 0 Dpm Ti Z9 m� g m m .. Z T M Z T .. T j O 0 rn J'C iC A o yx x J c o m A-1 Z _Ay Z > m� R c� Z' m oD y �c 00 Om� to N rC C)� ;o; J Z7N�N p D ��Dtt N -1 c:00 (i rn = ;0 N < X Z Z m D 0 a D zrLr)rm " O SLOPE SEE SITE PLAN 844 — — L -644E-r or C 832'-Qf v) 828 Y — I 7C ro • 1 ♦ • ♦ • . r s • • � -• uiooalal 1- ♦ e :)013 ...• �" ,pp proina9e�` 'Q SEPTIC, ����ft VACANT OT NOTES: PANNONE ENG SVC LAC (C.1. 10$8) P.O. 80X 1807 PALMER, AK 99645 PHONE 907 745-8200 FAX (907) 745-8201 pF 4'�t'"""^'•'< :4021 'y .. anryope C:f 8149 ; 2o25.01' � REVISIONS DATE 01 /09/2025 SCALE NO SCALE CHANGE ORDER REV 1: 2024.09.25 EQUESTRIAN HEIGHTS B2 L8 HULTQUIST HOMES}e" SITE: NHN EQUESTRIAN CIRCLE ANCHORAGE, AK C.O: 2025.01.13 DRAWN ACP/DRM P.I.D. NO 017-092-62 CHECKED SRP SOIL LOG PERMIT NO. OSP241319 SHEET 3 OF 5 040.002 Date: September 16, 2024 Client: Pannone Engineering Services, Dan Project: Equestrian Heights, Block 2, Lots 8 and 12 Anchorage, Alaska Crowther Associates Particle Size Distribution Table (percent pa smg-subject sieve size) Sample Source Lot 12 Lot 8 Moisture Content 3.3% 2.2 Sieve Size Percent Fin. r Percent Finer Percent Finer 1 Percent Finer 3 inch 100 100 1-1/2 inch 100 100 k s 3/4 inch 100 87 #4 82 58 8 #10 38 45 #40 8 9 #100 5 3 #200 5 1 0.02 mm xx xx Classification Gravelly Sa d (SP) Gravelly Sand (SP) Invoice 223 1632 Bellevue Circle /Anchorage, Alaska 99515 Telephone (907) 349-2198 / E mail: 907crowther@gmai1.conz A z C) N � \ y A z O z a m �o 0 m O nmz mmi O p D n C D m �-1 m -0 n m 0 o� � m 0 w N v Z O Z rD O (Z x m y m d Z C) a Z rr m < Z C yr p m C < v; G � O r M n m m A 1 -A-1 S m N r O a m n O rn N A W N -• O t0 (� V N A W N r N 0 O m \ N RO 0 o o 0 -I t /mom ♦ l O 0 N - N m C N 2 N NQo O OQN Z �v A� '� zn m \=o .. z� �= t 00 N N 0 j CO "I N r1i_ z mC A m D 'i X C-)A A m ZX A� z ZA G70 <A D O L m m m D Z NOTES: PANNONE ENG SVC LLC (C1. 1088) CHANGE ORDER P.O. BOX 1807 PALMER, AK 99M PHONE 907 745-8200 FAX 907) 745-8201 DRAWN ACP/DRM EQUESTRIAN HEIGHTS 132 L8 CHECKED SRP HULTQUIST HOMES SITE: NHN EQUESTRIAN CIRCLE SOIL LOG ANCHORAGE, AK SLOPE SEE SITE PLAN 844 - - - ' _ '- -844— L — - — — < 1 836-- a 832 C — 828- .42�- -...� V y f N, f •• i f i • • t ♦ ! • • ♦ ♦ • • • ♦ •� � �- ♦ f f ♦ • • s -i wp°alai ,D� • I .OD' Dr°'^09� VACANT LO E TICS REVISIONS REV 1: 2024.09.25 C.O: 2025.01.13 01/09/2025 CALE NO SCALE .I.D. NO 017-092-62 ERMIT NO. OSP241319 HEET 4OF5 G0 Alaska Testlab - Anchorage 1020 W International Airport Rd Anchorage, AK 99518 Phone: 907-205-1987 Fax:907-782-4409 info@alaskatestlab.com Material Test Report Report No: MAT:25-00025-SO2 I� Issue No: 1 Client: Pannone Engineering Project Code: 241431 The results contained below pertain only to the items tested below. This report should not be reproduced, except in full, without the priorwritten approval of Alaska Testlab or the agency. PO Box 1807 CC: Dan Moran Palmer, AK, 99645 Maria Kampsen Project: Lab Testing P � N/A ( ll Reviewed By: Cindy Zickefoose N/A Title: Laboratory Supervisor Date: 1 /7/2025 Sample Details Particle Size Distribution Sample ID 25-00025-S02 Method: ASTM C136 Client Sample ID TH-2 Drying By: Oven Location Equestrain Hts. BLK 2, Lot 8 Date Tested: 1/7/2025 Tested By: Matthew Klee Other Test Results Description Method Result Limits Cu ASTM D2487 Cc Procedure ASTM C117 A Group Code ASTM D2487 SM Group Name Silty sand with gravel Liquid Limit 0 Plasticity Index 0 Gravel {°lo) 17 Sand (%) 63 Fines (%) 20 ASTM D2487 Tested By Matthew Klee Date Tested 1/7/2025 Sieve Size % Passing 3in 100 2in 100 1'/2in 100 1 in 98 '/4in 97 '/2in 91 3/8in 88 N o.4 83 N o.8 75 No.16 63 No.30 48 No.50 35 No.100 25 No.200 20 Chart Limits Diameter 10060 20 6 2 600 200 100 50 I---- mm ----H— PM —� 100 r , 90 80 ora f E 70 - f � i x. tea, 50 i 40 , m 30. a PO 10, F Sieve Size 3" 1" 1/2" #4 #8 #16 #50 #200 2" 3/4" #30 #100 :omments >oil Classification of Fines (4200) in Sieve Analyses Assumed Unless Verified by Additional Testing Jo Plasticity Index Test Performed xm No: 18909, Report No: MAT:25-00025-S02 © 2000-2025 QESTLab by SpectraQEST.com 1 of W G W W W U U 4 p G W 4 U W U G N N N N N -• (.0 4 b W V N (n W A W G N (nA 4 N� O iO iD A U U(1 t4 4 4 N� yy Z N AGN� C1 UNA4 N Z oXDmoo rbmo 22mNr�2NCOozO J'9P l> omlxzl y r;VI.IZo>mn' ➢mD V .'D OD V/0�(i .'Eyml/)y J-m*mTZy pVEo>, Oym< y1�ZOCr=m .�GO11 'Dr 11y Cm Or ;u 5Ay AIO� mmr Qm c)C7tmi=ooxr m _ NNlAn VIP ImNyO mzt�+lAAmy gyT'mr' m m pD(r}Cny VOA P*1 •�mm�zm zc-mzvrz D 5C Z2m� to xArm '-iZO m^'IFyDm 'I 'D 'l mZ p�Ay r�m02'yim�=OC NZ�D ��?:V-D/mi1Dr5-�l mpoym� -1 rr��*C�AOm2O D(im�CDio Z mj ml<`IOyC yi�jii r Z �C ymmODy V y2`< 2 A OZ mcNmm>y1-NS�''13 �Nm cZ�ps =cam yaNmm NOOn y AZ y�D z "r���2"�$OvoN+ln$mo� v io tmi �"y-Azm�cm Os pAAOZ pm0�-➢1�7ey mr Z 'n o D O pzo 2 1JNN 2 ti m -D y to mz_ S DOZrmr m-om?I y�OZVND ~Or FOm "0m OQ AtnOD vtn SOnmDO "0 mm.;u ZrnV me xZ rip yz O�y�A �O Ov'(9�0CN yONmAm ' ODn2 xor oAjvmoRDo Nr2� Amm CA r'OVM, ygp yZ OOZ FO�m D(nN ZO mA z�1m-m;myi. mi.Zymm Mmz 11 O yy mON S y ➢y _1 O O 2 O >>O N mZ mym y 2�In 02 Vl D� Sm SN002 11 y o N Zmr*t O �r 2p Y C o _ FIZ0yn� '0 00 A ZZt•_Q(i Fn MNQ 2-p r m y y Zm�r12 O 2 Fp Zm 11- Zxi nny> (A Vl- m r m ➢m m m (n O F p mz ti OOC m0 TmJx o mm Zm rSf�iX r 0 pDx Oy yO N ,yO zO map~mg >5'<F ,� m Zp0 m/lm m " jGmmzt >�'O FN z X OIA MIzA GOD"�iv vmmp-ziDZ DWCC] �1 f��1 '�1 y rzo y �rr-sOy r(A< Vr _ imp, rA'n s (xt��ym>—x ~ O _ O -i 2 DA-mj AO mN r-IIOSy mmN <OO �y Oy0 O rmO Oy Ny20 m2 m0 Nmll 2fn o ADZrr Z Z mypo Fcl x SAc1 m1 my -C N ym ooZ mz -1 17m �m 2 xm m FOG 11 00 Oy O r z p xSo_av A>-w <n 9 ms� p syr<O,o> mzmpzpo-➢i y zm-"z--Ox, m oor0 zymoz D b m � O 'rO Ot-yZ�ZVDi Ar mNfTipO v 'y9-mxtc, mo<�m om 11yp_O( mp Am Oyzzr Z O-,i Z Z. yr= Aye g � p FAOr ZmZ� f1m�y r nROC-um n20z OZD D DiZC<�Ay p OC F 0 m O m0 Vlm -i- D mm m0 C O m t o, O O moo M,o z O my m�O D mm p- -i C20A D m oo mD Z (*IN �D C ZO m D O Z C 11 ,zQ Tl �fmlmFNO VI yyn(Zn0 x D'a Az o. < �-� �N-it<m3v1<z ON 11 1�, AynZ ry Vl 11 zz _I N y ry� C C O omy A ZOD NA DVZS rCrm 7ZCNp NAo OD ymO ZDZOi'Op Om< A_y1T1 �1 yN OOvi mAFAmD K'�JCOy :L lO1�f=11 i 2 �z N=yr,ISDmm rAxOyN o pOop2pmN zCm]A<pON� OOZONA 9yZxrroo0y=yo N oDDZp7OZp0�n o 0 11 0 �m NZ��^➢" o oFox N Z Cf"o '-1VSmm< m� 3: O 17 �1 OKm v�lmilA mOm2-1 ( 011.�£ >y<17 �1 'll x;O< rp°� r?y I zOp ?D y mOrryZ m DzmDy Z SO'0-zO mm Al Z mM OyZ 1/0C y rO�zOZ m N A S ym m yy �ZO m0-z r 2 < r0 QO�yOX 2 Z m Opin� mp mfyy myna 2• �� m 00 Cxm� A Oo Z 11 Z m om2n{ D D c Z O y�211Zm n- ZxZ_�^I+t_ 2 2 mpll ;ksp C N O ZI m 2m m m m:f/ ➢ < O1I m AND y- <'J .�. m D y m Vi 0Zy ZZ=m BAH ;O_l0 0G 11 2m O m rmpr ODAt 2mmmmy XmDmsZ mZ Tn mOm �y zKm y oEfm�Im�D Zz.O O OO Z oOm "mr Cf+m ONn ymrz x 0 02 z � coi2�o0l03m rON �=m�Oy Om Somf.A1 ZNg z, -c:zy Z A20N_-�Dm VI N m z yZm rmi mo NmO Nv 0�oc Z D mg y O xNxz;zyo m0 OO,*�z� zD ym lm/1A O�� COo�z D myr' ZNIm� Z z oy mg�1oZ ommmo mO xtlm'IAo F VI �C-m z :O OznODVI mOw m NgSz o'n tANmOy�m ~D FOB m NVj v�pD-I O O m „~j Z AN mn NN oAm� N O 54 O DOC�OzrC< <z 1CDN ym mmgpz20zm=zF mAVI m < Gm oFpy (�y1nm m A S 2 Z ,- F Om D On Z D M DAy Zvzo o zrm, 0 K �"ozmmmmg o ms -➢z mp , mFOFNZzyay z oc� m z c� c� v'> 00 pn m0 N'0.'D D O -1 m 2 y " c O'_t z D➢.-•O VZ''1 mxOAp ([�� O m m ax0- m m wm O (r m m --IINO m mmyzZ ommin y i2 'ye,o(.110mOzmm mDO V) O Onyp o n-ivF �� �zw Noxm y� or m 00 IToI C O m f+l -1Z (rrl y8'1yA OON o,mz m.< A mm A y0y µK>Omzfr�1�2 DO Zm=� vR>y1D ON A2� ymy��.O�11�Nzm V O 0 VI nIZ �A b= x3 No fm+t y A mN C VI �yimOZmo in2 CFO r z.o �O; ZNmZ -ly Zmz r DZ m D '1 m < pro O +y+iyy Z C 2 m - m '�-m-DI AC_pDD C1m VfmO Vl Z mF.. 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OmO OtAi1p I >p m0 mmO =zNO>➢.-t2•t zm zm m y NN mz mar ! KK c sv vc_zi, A mz O Oz vm AA S62 N nz; FZ SZr m im�m'�o zo m'2 ZIn 7Zc ro-'l << mAm C yYGNDvolz O mA pymOA Dm 'fl 1A A Doy GO zp myo os!mlo Nm O22 A p omr m0 xcni OMz zz c: om Ax m mrD wo In0 yp, ozZmm yz oo ; >o- n >� z 110N m= o yyi DOD mp mo m m N NOTES: PANNONE ENG SVC LLC (C.1. 1088) REVISIONS DATE CHANGE ORDER P.O. BOX 1807 PALI�ER, AK 99645 (� 01/09/2025 PHONE 907 745-8200 FAX 907 745-8201 �' REV 1: 2024.09.25 SCALE Mi C.0• 2025.01.13 NO SCALE DRAWN ACP/DRM EQUESTRIAN HEIGHTS 132 L8 ....• P.I.D. NO CHECKED SRP HULTQUIST HOMES} annoste 017-092-62 CE 8149 PERMIT NO. SITE: NHN EQUESTRIAN CIRCLE 2025.01.1�S OSP241319 NOTES ANCHORAGE, AK SHEET5 OF 5 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 OSC251275 Parcel ID 017 -092-62 Expiration Date: 1/23/2026 Legal description EQUESTRIAN HEIGHTS BLK 2 LT 8 site address 14325 EQUESTRIAN CIR Current property owner(s) HULTQUIST HOMES INC X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations.- Comments tipulations: Comments or conditions: W Original Certificate Date: 7/10/2025 This Cecate of On -Site Systems Approval (COSA) is intended to demonstrate the subject syst (s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, R velopment Service 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 submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other 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 Application 1. GENERAL INFORMATION Parcel I.D. 01709262 Complete legal description Equestrian Heights 132 L8 Location (site address) 14325 Equestrian Cir Current property owner(s) Hultquist Homes 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: 0 Private Well serving # 1 dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: FE� Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass Age new - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench FE -1 Wide Trench ❑ Seepage Pit Waiver request for: Distance: Expedited review requested: ❑ 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 $ 7f Date of Payment 71�/ 5 COSA # X Y/ 27; Waiver Fee $ Date of Payment Waiver # COSA Application Apr2025.doc COSA Checklist_May2025.docx 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.DISPOSAL 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: E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Disposal Field on Lot > 100’ Yes if No ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/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 Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft Field to Foundation > 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/Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: 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 Phone Name of Firm Engineer’s Printed Name COSA Checklist_May2025.docx Date 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 years, and the water usage of the people 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 if the system, nor do they guarantee that there are no hidden defects of encroachments. Therefore, we cannot provide any warranty of future performance, nor can we estimate the remaining life of the system. 7/7/2025 The content of this report is for the sole benefit of the owner listed above. 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AECC#173042 S4 Group Lot 8, Block 2, Equestrian Heights Subdivision As Built 04/29/2025