HomeMy WebLinkAboutEQUESTRIAN HEIGHTS BLK 2 LT 8Onsite File EQUESTRIAN HEIGH 5 No 0,03mm • PID# 017-092-62 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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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 .. 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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