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HomeMy WebLinkAboutSKYHILLS PH 3 BLK 3 LT 31kyhl'*lls #3 Block 3 Lot 31 #011-122-63 Municipality Anchorage . .. of Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.ci.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW040305 PID Number: 011.122-63 Name: William RoultAllpf Wastewater System: ® New ❑ Upgrade mcketa: -111432 Anch. AK 99511.1432 ABSORPTION FIELD ® Deer Trench O shenow Trench O Bee 13 Mone O Dow: ph": rAroar of Bedrooms: LEGAL DESCRIPTION s"fbting Taal Depth banmpnal Wads: 1.2 PwFr 11.5 Ft. BeCk: La: SuDdiN4m: Depth N poll bmam horn W" page: Grawa depth beneath ptpe: 3 31 Sky Hills Phase 3 5.5 Ft. 6.0 FI. Town Np: Far": section: Fa added above morel Waft: Gravel L tom: F1. 50 F1. Well: New ❑Upgrade Gna"""-fm' Maria: Detente between knee: 3.0 Ft. 1 0 Ft. Cl u"n (Prhale. A. B, C): Taal Depth: Geed to: Total abaarpom area: Pipe Material: AWWU Class A Ft. Fl. 600 Fe 3034 PVCIF810 HDPE Dnner, Dale Dnned: static water Laval: Installer. Dale Wwted: Ft. Whittees Excavation 8/12/2004 Yee: Ptrno sel al: Grng Mrght Abate Grove: TANK GPal Fl. Ft. SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Uft Holding lublicipmt. 16%1.AeO1 ; Gredtr: Fran Tank Field Station Tank Sewer une Anehora a Tank 1 1250 Dal. we. NIA NIA NIA Matallal: Steel 1Mlnor a tory ts: 2 audacewaler 100+ 100+ ALIFT STATION La Lim 10.1 12.4 �1^: ke'"'laarrr: Gal. Faaeation 6.4 10.1 T'ano on' eve at. 'Pian per level at: Mgh water alrm al: N. N N. C.n pain -- NIA Pump Make 8 Model Vacoiml Nspeceo o performed by "'mark:: Revisedper Pink Shoot Dated 214105 BENCH MARK Looaon are Deeamption: Garage Finish Floor Aeewrcd El"bon: 100*"FL Engineers Stamp Stamp Inspections performed by: PANNONE ENG, SVC, LLC Dates: 1t1 8/1212004 2nd 8/12/2004 Development Services ..�...�•• .... 4 .............OF ry+� Department Approval rl r..,� ;.; . ar ��• Conditional Approval Date: � °•—.........t.....r ..... ....,a........mo i 0 Pannone! R. Pannone a CE 8149 _ i Reviewed and approvedby: ate: — D?D••�.. dee �t7 ESSt�>p I at u PERMIT NO: 040305 RECORD DRAWING P.I.D. NO: 011-122-63 WASTEWATER DISPOSAL SYSTEM Lot 31, Biock 3 SKYHILLS, S/D, PHASE 3 (� SWING -TIES CO A B NO WELLS WAN FC 13.8 10.5 200' OF SYSTEM T1 14.6 15.9 T2 9.7 22.0 DC 9.0 27.3 /"•'' RESERVE FI MT 12.1 31.7 SOLFx6'EDx3W,1 CO 55.9 79.3 [AVE LwE EW WATER LINE 31.3A Da"� MAINTAIN 10' FROM .' 10.T- 14.2 WP'r RESERVE SITE / S C 3% 16. v �� \/�\3jam) 550%—\I aDR HOUSE �o TH31-3B .4 NEW 12 \ SEPT TANK HOULDER OF BLUFF Y 3° 50%—\ YFCxlsT'G ° T 1 SEPTIC 10.1 AREA TH30.3A WP AINTAIN 50' FROM BLUFF TO PROPOSED SEPTIC SYSTEM NEW PRIMARY FIELD TH3a38 0% 50LFx6'EDx3W,12TD O NDEVELOPED NO WELLS WAN 200' OF SYSTEM NO WELLS WAN 200' OF SYSTEM NOTE: DESIGN REPLACEMENT FIELD: 1) ALLWORK SHALL BE PERFOR D NO. BEDROOM:4 w�������♦•, IN ACCORDANCE WITHAMC15.65. TANK SIZE: 1,250 gallon •� OF 2) MATERIALS USED SHALL BE IN PERC. RATE: 1-SMPI ••`P� •♦♦ ACCORDANCE WITH THOSE SPECIFIED SOIL RATING: G: 1.2 pd/SF • ♦ IN AMC15.65, WASTEWATER DISPOSAL �:' • • ♦ AREA ROD: 500SF 41 : ♦ 3) MAINTAIN ONTO SHOULDERAS BLUFF. • � ••••••';•>�} ♦ SYS. TYPE: DEEP TRENCH, 6'EFF _ 4) SUBDIVISION SERVED BY CLASS A WELL, • r .•,••••••t.... NO WELLS WITHIN 200' OF PROPOSED SYSTEM SIZE: SOLFx3WIDE, 6'ED,12'TOTAL DEPTH ...... •• ••••• TOTAL AREA: 600 SF •'••••••••• ••• •••• .............. PREPARED FOR: • PANNONE ENG. SVC, LLC ♦♦� ;Steven R. Pannone: = William Bousquet ♦ No. CE 8149 Builder P. O. BOX 102954 ♦♦♦r7LF 0.� P.O. Box 111432 ANCHORAGE, ALASKA 99510 • •����..,';.•••• Anchorage, AK 99511.1432 227-3522 P. 272.8218 Fax • "v tU 44 ••,"„`��� 23x1010 DARE: 06-07-07 RECORD 0U003U IVOS 0110N tla XVd'8 3N0Hd WS -Z ZZ£>L•Lts66 Nd'aBe OLPUV +++++�0� #y���♦♦ OLS66 VNSVIV'30V80H0NVjapline Ze611Lxog o'd :� VONt X09'0'd ; 6418 3�'0N :• Io 011"OnS '°JN3 3N0NNVd lanbsnog we!II!M (, DUOUuDd •N uanajs o* 2l0d O32lVd321d,,.....................................:..... �.....t- .... ... t.....� FOUNDATION ,♦� •• • *� CLEANOUT 4"E-4 •.........CLEANOUT CLEANOUT e CLEANOUT N CLEANOUT N i � p 77T;u QQQWQQQ O v T� O w N� ^• D O CLEANOUT .�1-L MONITOR TUBE ;D1 AT EACH END F m V V 01 m m Cl) r ~ \ J Z 0 O A T S 5 pp� i' 3 MONITOR TUBE AT EACH END CLEANOUT E 3SVHd 'O/S'SIIIHANS £ MOol9 'L£ Iol W31SAS N0I1dWS8V U31VM31SVM MZZt•LL0:0N'0'I'd SlIV134 (Imoo 2f S0C0V0:0NllVYU3d Municipality of Anchorage Development Services Department • �.r Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 w w.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Pannone Engineering Services Legal description: Skyhill #3. Block 3. Lot 31 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission In narrative. _ ® Insufficient fill over tank or field. The finished grade over a subsurface Name of reviewer. Julie Makelo. P.E. Date: 2/4/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK C Municipality of Anchorage Department of Health and Human Services td Building Safety Division ' - On -Site Water and Wastewater Program. 4700 South &agave Street P.O. Box 108650 Anchorage. AK 99519-6650 Page 1 of 3 www.d.anchorege.sk.us (907) 343 -TM ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. swSWO40305 PID Number. 114 3 N.ec Wastewater System: ® New ❑ Upgrade Ads"` AnchABSORPTION FIELD ph,": Hnibard9a6eanc 0Gs" T"nra 0ShowrWwh 0Bad tJ Mand 13 Man Sda Rae6p: Tad Dapei kern adalnY weds: LEGAL DESCRIPTION filed La sawwal fl: OwMila pabaean bae0110 Wada: Gave daah ber"M pW: ToM,*: Rmpr sacea v Fa added above r -1 Pada: Gavel Lwopa: ❑ New [IUpgrade Gavelwdd,: aa.mrax»: 1 DMlraebaw..n An Well: Ft. n CYaabda. tAMY. A, B. C): TW Daps: Cased M: TW abeerplbn a"e: 800 w P"Mrarla: 3034PVCIF810 HDPE Ddaar Dov orae: sax Wrar Lever. awralar WhittEx v Dar Yabaad: 8/12/2004 Ft. is wd:Paav am ` CMV MV *be"Geerd: TANK GPM ft I R SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Fran Septic Tank Absorption Field Lift Station Holding Tank tt"wLke, wea.cs.r. Anch Tank �`M' 1250Da. Materiel: "aa0.rawro.bewib: Wei N/A N/A Steel 2 100+ 100+ LIFT STATION snrewra. La U" 12.8 12.4 Gd. Y+no ee'rr r: sono oR Y.M r: aaaa+.w, a.,s r: Fovdaxd M. Pun* Maas s Maga flecks ww Vapeaww pwly W Wn D"4, RwMis: Foundation not Installed. Used Property comers for BENCH MARK references. Lacrwn and Dwcrobaw: South West Property Corner, Slaw rebar wlplastic cap. Mwmed E".»ac 200 FL Engineers Stamp OF. �'b .`�P tet`•. a r M Inspections performed by. Pannone Eng, Svc Dates: 1 8/12/2004 >} . 49T"wee _12/2004 Department of Health and Human Services approval -Steven R. Pannonei�ds Reviewed and approved by Date: 1 149 No. CE 8149 �� .y No. CE Re«.tusst �j�'�......«.+•'' tet• PERMIT NO: 040305 RECORD DRAWING P.I.D.NO:011-122469 WASTEWATER DISPOSAL SYSTEM Lot 31, Block 3 SKYHILLS, SID, PHASE 3 77. NO WELLS WAN 0' OF SYSTEM SWINGnes Co SWPC WP Ti 85.3 343 • T2 78.4 40.9 DC 73.8 44.5 Mi 88.8 48.5 M2 282 932 P P S R 'F►C2 25.4 98.9 Cf TD PROPOSED R OSED WATER LIN DRIVEMAI TAIN 10' FROM .: 3A RE RVE SITE •x' ; 16. PROPOSED cM— 50%/ �i,�/J';. + • 4BR HOUSE 1 , C—TH31-3B 50LFx6'EDx3'W, I NO WELLS W/IN 200' OF SYSTEM 'Steven R. Pannone? t. No. CE 8149 Z," -TH30-3B '-----SHOULDER OF BLUFF / NEW 50%-\ 12508 SEPTIC TANK PROPOSED BLUFF TO NO WELLS WAN 200' OF SYSTEM DESIGN REPLACEMENT FIELD: NOTE: NO. BEDROOM:4 1) ALLWORK SHALL BE PERFORMD TANK SIZE: 1.250 galbn IN ACCORDANCE WITH AMC15.85. PERC. RATE: 1-5 MPI 2) MATERIALS USED SHALL BE IN SOIL RATING: 1.2 gpd/SF ACCORDANCE WITH THOSE SPECIFIED (125 SFIBR) IN AMC15.85, WASTEWATER DISPOSAL. AREA ROD. 500SF 3) MAINTAIN 60' TO SHOULDER OF BLUFF. SYS. TYPE: DEEP TRENCH. 8'EFF 4) SUBDIVISION SERVED BY CLASS A WELL, SIZE: 6OLFx3WDE, VED. 12'TOTAL DEPTH NO WELLS WITHIN 200' OF PROPOSED SYSTEM TOTAL AREA: 600 SF PREPARED FOR: PANNONE ENG. SVC, LLC Mliam Bousquet P. O. BOX 102954 BuDder ANCHORAGE, ALASKA 99510 P.O. Box 111432 227-3522 P, 272-8218 Fax Anchorage. AK 99511-1432 230.1010 DATE: 10-02-04 RECORD .. .. .. 1 f i r+ l C 0D^ �� CL �5 �'i 1. Ilii, i%_� 4 r: :.. ..-fir.. v'1:"J i:_'; AHA it? TW§Hyrs F i \ " 1+ I \ M,ETLY / E' 21� C7i ...._.,,,.. r. p mCj r. r.. .. � I - ... 7 :, .1, .',,r. , ......... .. .. .. - ..- 1+ 1 . \.', J. i v iv:• `j _, by .1 ... ... �. �71 711 U A RECORD DETAILS P.i.D.NO: 011-122 PERMIT NO: 64MO5 WASTEWATER ABSORPTION SYSTEM Lot 31, Block 3 SKYHILLS, S/D, PHASE 3 inotfv= CN3 KN3 W Sentvom"On F .� WE C Z 9 O U � IL W J 2s M3 N7i31Y �1.. K Baru tlOLNOVI tnONr310 O _ I 3 Yf Of fL LL. m tl IL m 911 LL O N d lrcwf n inoNrsio inow"m ynoNV310 ,�1 Tm ,OF onnon ;Steven R. Ponnoner i PREPARED FOR: PANNONE ENG. SVC..LLC Wilder Bouaquat P. O, BOX 102954 CE 8149 •r Builder P.O. Box /tit32 ANCHORAGE, ALASKA 99510 �. ��4•', ,nesstt-t432 272-8218 PHONE & FAX o4lF ;� 2230-10n0rc Nn Tnc RECORD A Permit Number: SW040305 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial np- l04r�31 Date Issued: Jul 28, 2004 Expiration Date: Jul 28, 2005 Parcel ID: 011-122-63 Legal Description:'!SKYHILLS PHASE 3 SUBDIVISION BLOCK 3 LOT 31 Design Engineer: 0062 Pannone Engineering Services Owner Name: WILLIAM BOUSQUET Owner Address: 8239 SKY MOUNTAIN CIRCLE ANCHORAGE. AK 99502 - Site Address: 8239 SKY MOUNTAIN CIRCLE Lot Size: 40350 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑,1 Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. Received By: B. Covered, sealed, and heated to prevent freezing. tAlaw Date: 2 v' Al Issued By: dyk Date: 7LZS& Municipality of Anchorage -. Development Services Department ' Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.8650 www.ci.anchorage.akus (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 011- 12 a • (rS Permit Number SW Property owners) William Bousauet Day phone 244-1010 Mailing address (1) P.O. Box 111432 Mailing address (2)_, �f11 t mill (\+� /,(t f Irf r _ Zip Code 40641 90(502 Legal description (Lot, Block & Sub'd.) Lot 31 Block 3 Skv Hills Phase 3 Legal description (Section, Township & Range) Lot Size 4o350 Acres/Sq.FL Number of Bedrooms 4 THIS APPIJCATION IS FOR: Sewer Only ® Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. 1 further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Date of Payment: Receipt Number. 255 7 Z Receipt Number. (R".121W) Pannone Engineering Services, LLC Consulting Engineers July 25, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 31, Block 3 Sky Hills S/D, Phase 3 Septic System Permit Gentlemen: P.O. Box 102954 ge,Alaska.99510 (907)272$218 Fax My firm was contacted to design and install a new septic system for the referenced lot. We conducted a field investigation to locate existing wells and septic system before designing the proposed system. Two test holes were excavated in September of 1999 for the system design, which is on file with your department. No ground water was encountered. No bedrock was encountered in the test hole. I could not locate the test hole data on the Departments web site, so I used test hole data from the neighboring lot (lot 30, TH's 30-3A&B). The test holes on lot 30 and the test holes on lot 31 are separated by approximately 30 feet, so the soils are similar. The test hole data from test holes 31-3 A&B are on file with your department as part of the subdivision agreement. The lot is 40,350 sq ft in size. Lot 31 slopes to the west at a rate of approximately 1-2 percent in the proposed septic area. There is a steep bluff on the east portion of the lot. The proposed system will be 50 feet from this bluff. The proposed installation will be located on the western portion of the lot on a relatively flat area. The proposed location is greater than 200 feet away from any wells. This lot is served by AWWU water service. The proposed system will be greater than 10 feet from the water service lines. The proposed installation will not affect the future development of the surrounding or existing lots. See the attached design. Please contact me at 272-8218 or 227-3522 if you have any questions about the proposed installation. Sincerely, Steven R. Pannone, P.E. Attachments: G\W OR KLLLTf ERS�31.3SKY H I LLS.00 I AOC ,. ' L-7-1 t PERMIT NO: DESIGN WASTEWATER DISPOSAL SYSTEM Lot 31, Block 3 SKYHILLS, SID, PHASE 3 PROPOSED PAVED DRIVE 1) ALLWORK SHALL BEPERFORM IN ACCORDANCE WITHAMC15.65.% 2) MATERIALS USED S1UIL8EJN ACCORDANCE WITH THOSE SPECIFIED TH30-313 IN AMC15.65. WASTEWATER DISPOSAL. 3) MAINTAIN 50' TO SHOULDER OF BLUFF. 4) SUBDIVISION SERVE'' CLASS A WELL. NO WELLS WITHIN 200'(OYROPOSED SYSTEM NO WELLS WAN 200' OF SYSTEM N NO WELLS W/IN 200' OF SYSTEM D WATER 10' FROM SITE PROPOSED C 4BR HOUSE MAINTAIN 5 PROPOSED ren R. Pannone: JIF William Bousquet No. CE 814 Builder C9 KO'7 7,S�.d'�„$7♦i P.O. Box 111432 �J Anchorage. AK 99511-1432 .�t _�♦♦ 2301010 50% BED 1250g� TANK PRIMARY FIELD V,12-rD BLUFF TO F;M-,Mlr a OF BLUFF NO WELLS WAN 200' OF SYSTEM DESIGN REPLACEMENT- FIELD: NO. BEDROOM: 4 TANK SIZE: 1,25t1 gallon PERC. RATE: 1-5 MPI SOIL RATING: 12 9pd1SF (125 SFIBR) AREA ROD: 500SF SYS. TYPE: DEEP TRENCH,6EFF SIZE: 5OLFx3WIDE, 6'ED,12' TOTAL DEPTH PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax ATE: 7-25-04 1. DESIGN DESIGN DETAILS P.I.D. NO: PERMIT NO: WASTEWATER ABSORPTION SYSTEM Lot 31, Block 3 SKYHILLS, SID, PHASE 3 1lx1NV317 eN3H3V31V g d z a9 O LL Y L W (] U JE U) ww o� J_ 2-3' 013 N'.1V31V LL, Baru. NOLNOW QInONYM O 0 � 2 LL O w a 1-- N O T N Oi 1nONVM Irchlem 1npNV37J qq 5k�� inDRYTO ••••••t�,,♦ OF J NOILVaNn0! AV • {� _ 9TH >} .». 4 .........».»......I .. 0 r �•• _ ..... • •• PREPARED FOR: PANNONE ENG. SVC.,LLC Steven R. Pannone P. O. BOX 102954 ♦ William Bou uet ♦ No. CE 8149 ,r Builder ANCHORAGE, ALASKA 99510 ♦♦.F� t(O�?r• P.O. Box 111432 272 8218 PHONE 8 FAX ♦ ♦ Anchorage, AK 99511-1432 ♦♦♦♦ 1 -04 �� 230.1010 DATE: 7.25 .r, • NOTTOSCALE I DESIGN 0 Mun; ipalay or Anehompe Depammit of Health 3 Hunan SWAM 825 L Street, Anaho -M AK 99502-0650 SOILS LOG • PERCOLATION TEST Pertarnwd For Bob Klein Dale Pwformed: Legalpespiptior� - vj--k It skum on=' nt 11 FBI Area GM Debris IF.`— OGIPT Fa+e Sand some ss SP Bottom of Hole ,t'aaoaz!%S;« F. F •A...44: v. UL L Cf -4361 Was Groundwater Encou dered? No If YeL What Depth? Depul to vialar After Mw+Rorkrp Now Date 1altol" 2% _ 5% Pere. Rate: 3.3 MIn.Meh Pere. Hole Diameter. V Tat Run Baty m S FL and 7 FL Continents: pertoWm Cavity presoaked Prior to Tesft _..., J 0 •. 0�KT"r,-fm MOM®© Q�i�3�Ey3i O Pere. Rate: 3.3 MIn.Meh Pere. Hole Diameter. V Tat Run Baty m S FL and 7 FL Continents: pertoWm Cavity presoaked Prior to Tesft _..., J 0 •. MuNdplRy of And>orape Department of Hu b & Huron SWAM M l skeet, AmitoraM AK ttM- MM sons 40G -potco AMN TM •A �;.of ;cs YJ 491H ��''ii . _ p CEAW Fine Sand $Omer Vfts Groundm*w p Ertomwitered7 No Of Yet What Depth? 10 SP Depth b Water Attu MwAwkV Hone 11 Date: CMOIR Bottom of mole 21-5• Pere. Rs* 2 MhJbxh Put:. Hde Diameter: r Test lion Between 6 FC end 7 Fl. • Commer4s: Peredatbn Cavky Presoaked Pdor b TesOnp. Puforrned By: EdSaadessm I. L&had E.Andmm Certify That This Test Was Periamed In Aceordwm W th AN Stabs and Mtxtkdpet Guiddkns to Hfed On 7tds Date: 1083199