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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 2 TR 8eaview Heights Block 2 Lot 8 #011-261-20 SUBMITTAL Municipality of Anchorage U6 1 1 17 LU IL On -Site Water and Wastewater Program • (907) 343-7904 Page el, of WASTEWATER INSPECTION REPORT L o' /ON-SITE Permit Number: 2k) TS PID Number: 0 Dwelling:4-11T Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: P New ❑ Upgrade Name: Ma 4 Mohr ABSORPTION FIELD Shallow Trench Bed Mound 0 Deep Trench ❑❑❑ Address ,/� / G G � d. " `t Y 3lV ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade Ll I! 2 GPD/SF ri 71. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3 . � Ft. Gravel depth beneath pipe S . Ft. Subdivision Block Lot ) . EO/ St-.)� Fill added above original grade Zr o Ft. Gravel length 457/ Ft. 'edt 1'r �L Township Range Section Gravel width 2,t7 Ft. Beds: Number of Lines 1 Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist, between trenches From Tank Field Tank Line s(.w Ft' t Ft. Well J®'L 1� �f K / W TANK Septic ElS.T.E.P. El Holding ❑ Other f Manufacturer Capacity * M Li •{ w k r l �-�� Gal. Surface water I!`iC' � �Od l ZS Material G, " z l Number of compartments Zi Lot Line ZJ rIL 7,0,4- NA Foundation 20f� Zprf LIFT STATION Manufacturer Capactty Curtain Drain AID in Gal. Remarks Pump on level at in. Pump off I in. High water alarm at in. Pump m and model Electrical Inspections performed by Installer11..� Tank to PIPEMATERIAL Housetotank yU;H danfeld 30S1.11"0WNTI' 11 L,rG W,ItV✓I Drainfield 111014 t—( CO/MT Inspector 1Ht K a rlg0✓I BENCH MARK (Assumed elevation) /pQ ft Inspection:r dates: t 2 139 4i p^^ 12 q Nw„ Location and description (t �. 3" 0 CV 10, roete S COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL S i P�rG•,.....tQIrf- Conditional Approval: Date h~'�� �• 9�d� 10 A-�l :.......... j p • MICHAEL N. ANDERSON : eW O j�• > CE- 46 � e 111®ROTESSIe�� Approved Date f1- inspection Kepon_a-i-iz.00c Permit No. SW98O367 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: SEAVIEW HEIGHTS BILK 2, LOT 8 PID No.: 011-261-20 BENCH, i \ 100' EXISTING WELL RADIUS / 1 f 1 ONCRETE SLAB 259 c C01 I I � 1 1 � 1 1 \ \ A —/ \ CO2 / / \ \ I MT CO6 / B GRND. IPE \\ �___C031 C04 •OS/ / ��_��// ELEV. LEv. TC01 CO2 1Go 5.5 �,—,� MARK A C01 45 gg CO2 47 3 99 JD CO3 80 92 86.5 TC01 B5 91 / TCO2 92 91 / C04 93 8 91 / 86 C05 100 9� 86 C06 140 1 2 X61 86 MT 141 1 3 91 ASBUILT SCALE: 1"=50' rCOfi PICINAL MADE .� �� Ur ED a �;• FILL � / 4TH BORIC 1.250 GALLON A...r.."�� sEEL TANK 0, MICHAEL N. No. Cf SE"C SECMO I QU 4'""F•"lYT\ - N.T.S. rz u +4��%�-1�..' From ALPINE DRILL 907 345 0202 Nov.19.1998 03:12 AM P01 -r 9 STATE OF. ALASKA - DEPARTMENT -OF NATURAL RESOURCES - 7(•i DIVISION OF MINING "&WATER MQMT L L. TION F WELL '-1 (l i��.l ��'rr Vf' R?`� WATER WELRECORD . . CONTRACTOR INFORMATION: - REMARKS: - a� eggs uamess Name PLEASE MAIL WHITE COPY OF DNRIDIViSION OF MINING & LR,3%T0: We o Authorized esprese t ve as e WATER OmT 3601 C St, Sulte'800 - t., ANCHORAGE AK 99603.6935 Phone (907D-8839,Fax 19071562-1384 i08WYX �S/Y;B4D�IVI$IDN LOT aL90K aforioN 0749 GFOTION TOWNBNIP RpgaH '( i�YlY1t� 4 - . ❑N 11E't�telyRur�`. Os Ow. LOCATION/SKETCH: WELL OWNiR� I n ^n V, v ^� CkA" :081 THS MEASURED FROM• casing top ❑ground surface WELL DEPTH:, " '• DATE OF COMPLETION' - Depth of hole: t„ � f 1t - Depth BOREHOLE DATA:pe and Color Materrialial Ty � Depth of casing tt gyp_ _l . From To " + DEPTH To STATIC WATER LEVEL: " - Tt"below )I top of Casing. 11.9rouMl:surface Date: 2 1�,_!_�,� a;- METHOD OF DRILLING: `�![] air rotary ❑ cable toolC2110 jj21_5j © other + USE OF WELL: JCS7_domestic L irrigailan ✓] monitor ❑ public supply .G.i o:ner_ _ CASINO STINK- P: .r� - +t' Diem: In. to - ft Casing type: r ' WELL INTAKE OPENING'TYPEr V open end 0 soreenod 11 Perforated ❑open hole Depths of openings: to ft - ` - SCREEN TYPE: Diam:, In. r �r Slottme Size. .Length: It 9";7 GRAVEL PACK TYPE: _ Volume used: Depth to tope GROUT TYPE: c:..i lu7R6. RECEIVED'1 Depth: from It to " ft " DEVELOPMENT METHOD: J Duration: ' Anchorage PUMPING LEVEL AND YIELD: Ili of ft after - hrs pumping _' gphi . Dept. Health & U7Y'la PUMP INTAKE DEPTH: _ ft Horsepower:. WELL DISINFECTED UPON COMPCETIONi7 VES ❑ Np 17;0 Z 96L -d DIG MUM v OUZ6 IZCN� '] LUOO I I ',)AIIP�3N tulo.i.ilo) fri0j, ,)-I(] ZI/OE/()l v 8EZZ6 I ZWS 'IMOOI I 3ATjU-,;ON HOD Aaoqle:roc[erj AbOTO-rqoao-.rK VIN") ZIRE/ol (01>) D A-£ON()OSf I ZPVS '7/OIL! 00 Fo GIN N-01111IN/31WIN IPIOI queur4:xedea saaqem IDS ZIM/11 ZI/60/11 (01>) El 8'OOZd:J -1/0" 00,9 89'S oiuoslv SN/cTZ)I Aq ST-e-49Pq IM OJrcj DIP(] sl[wrl Ghoul PoLljow sifun ool K)IMMI'd SIS�JLILIV died 319t molIV ap3 *,".) uaqdalS 1013ailu 11,31upaj, OE:Ll ZIOZ/OE/01 aMlJja)U(J 1)3A!;33311 8'1 ZU Sly "p-Muos (I I aldumS juail:) 91:91 ZIOZ/6Z/01 ami'lpiva palaallo) 8`1 Zq S11-JAXIOAVIS #/awrt 13;31,0.1,1 SZ:S ZIOZ/61/11 ;)tu!jjajpu Paluildamu�,, pyj 'dnoiD 111311) I OOM79Z I I #3021595 (�mA C' 010 MUNICIPALITY OF ANCHORAGE P rn Department of Health and Human Services ' On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Permit Number: SW980367 Legal Description: SEAVIEW HEIGHTS BLK 2 LT 8 Design Engineer: 0088 Anderson Construction & Eng'g Owner Name: Matt Mann Owner Address: 7031 Kitlisa Drive Anchorage , AK 99502 - Date Issued: Sep 17, 1998 Expiration Date: Sep 17, 1999 Parcel ID: 011-261-20 Site Address: Lot Size: 172250 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. B. Covered, sealed, and heated to prevent freezing. Received By: Date: 4$ Issued By: i�00­e-T Date: 1-17- f T Sept 16, 1998 Michael Anderson, P. E. 14250 Golden View Drive Anchorage, AR 99516 (907) 345-3377 home (907) 345-1391 fax Department of Health and Human Services P. O. Box 6650 Anchorage, AR 99519-6650 (907) 343-4744 Office (907) 343-4786 Fax Re: Lot 8 B 2 Seaview Heights Subd. To whom It May Concern: This is a request for an on-site septic and well permit. The soils in two test holes consisted of a loose sand (SP) to a depth of 17 feet. The test pits were found to perc faster than 1 minute per inch. No ground water was encountered during the excavation or after the 7 day monitoring. The septic design consists of one trench with four feet of effective depth as shown on the plan. The house will be on the top of the hill and the septic on the slope which is 25 percent. The system will be constructed perpendicular to the 25% slope of the hill however several deep (25 feet) brush holes were excavated with nothing but sand showing, therefore the effluent will not travel horizontally but will perc vertically down into the sand. There are no surface waters within 100 feet of the proposed on- site septic system. The existing systems on the surrounding lots appear to be performing adequately. The topography of the lot is sloping to the south and north as the topo shows on the plan. Please feel free to call me at any time to discuss this system at 345-3377. Sincerely Michael N. Anderson, P.E. DESIGN CRITERIA: 4 BDRM = 600 GPD SOILS = 1.2 GPD/SQ. FT. 600/1.2 = 500 SQ. FT. REQ'D TRENCH: 6.0' DEEP 4' EFFECTIVE 2.0' WIDE 63' LONG II � II I Ix - EXIST. `+ c HOUSE I I, f us .I . I EXIST. HOUSE II II \ I II \ \II 0 -n I � I PROPOSED FRAME HOUSE � I e�VO� I z I I I I I I I I I I I SEPTIC DESIGN PREPARED FOR OF MATT MANN Al 1� r LOT 8, BLOCK 2 .%' `�: • - t °•••° SEAVIEW HEIGHTS SUBDIVISION ° 49TH '* PREPARED BY e X• ....... MICHAEL N. ANDERSON, P.E. • • -• / ; MICHAEL N. ANDERSON•„ 0 14250 N. GOLDENVIEW DRIVE (907) 345-3377 / FAX (907) 345-1391 i•• ppp!�. -c - 69 SCALE: 1 "=100' 9/16/98 0\o®ESSIOot��� , , , I I I I /___—=C7.,/ FRAME HOUSE C.O. PRIMARY SYSTEM -� 11 -1,250 GALLON SEPTIC TANK 11 '-DOUBLF/'C.O. �v C.O. •TH#2 � TH#I i i SEPTIC DESIGN PREPARED FOR MATT MANN LOT 8, BLOCK 2 SEAVIEW HEIGHTS SUBDIVISION PREPARED BY MICHAEL N. ANDERSON, P.E. 14250 N. GOLDENVIEW DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1 "=50' SYSTEM ®F• A��s���t t *� 49TH •, O �• MICHAEL N. ANDERSON e� P ��\ C 9469 ,: 10 9/16/98 i i I I I i F� � I I Zc� I I I I .1 ' I II I I i I , , , I I I I /___—=C7.,/ FRAME HOUSE C.O. PRIMARY SYSTEM -� 11 -1,250 GALLON SEPTIC TANK 11 '-DOUBLF/'C.O. �v C.O. •TH#2 � TH#I i i SEPTIC DESIGN PREPARED FOR MATT MANN LOT 8, BLOCK 2 SEAVIEW HEIGHTS SUBDIVISION PREPARED BY MICHAEL N. ANDERSON, P.E. 14250 N. GOLDENVIEW DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1 "=50' SYSTEM ®F• A��s���t t *� 49TH •, O �• MICHAEL N. ANDERSON e� P ��\ C 9469 ,: 10 9/16/98 O�- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST e�r�EEA'Qagd Tsi�a:::�• •o.a� 0� 0 :? • MICHAEL N. AND KS 14 ,•� J PERFORMED FOR: Ka I7//— m',an vi DATE PER FORMED .�. FF LEGAL DESCRIPTION:' 7 rJ [/�TQvu�w // ,,,,hjjOwnship, Range, Section: [•C DEPTH F-7—F-77 � SLOPE SITE PLAN (FEET) I I I I S 2 3 4 get 5 6 8- 91011 9— to- 11 12- 13 14- 15- 16- 17---- is- 19- 20— WAS 415i6la1920 WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? Depth to Weer After merdw(ng? ON 0--Bil (D S L O P E We: Ci -5 =mmmm PERCOLATION RATE (minutevincn) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND 5 FT ;OMMENTS f r l,. PERFORMED BY: %�t C�4�` �C7 Vl�f(fapi I u/d-K. Ne wJIY (Y. CERTIFY THAT THIS EST WAS PERFORMED It I ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE L7�.g � Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST aaa®epq � 6'J�i�ft(tilNl . 4c�TH $c .. ..<. ......... . . . ........... ,0 %• MICHAEL N. ANDERSON N.� CE/ 469 PERFORMED FOR: /" '% Ir rlr at7 /I DATE PERFORMED: /7'AIi\tip q4 -O LEGAL DESCRIPTION: L q A 2– ScaV, 0 nt 14 ,y k f} 5, Township, Range, Section: DEPTH SH lid. SLOPE SITE PLAN (FEET) ITI I—TI �� F 3 4 5 Z— UU 4c=� 6- 7 7 ps P(t f 8 rI0041L/1 �IraL4. 9 10 11 12- 13- 14- 15- 16- 19" 213141516 18 19 20 COMMENTS fve, "f, i> L WAS GROUND WATER j `, ENCOUNTERED? S IF YES, AT WHAT L O DEPTH? p E gep1A to Water After I k Monitoring? PIVnc. Batt 3 ®mmmm PERCOLATION RATE � (minutesnnch) PERC HOLE DIAMETER TEST RUN BETWEEN 46 FT AND S FT PERFORMED BY: l,�lt• /vA t./f. Vi �C fU/1 I LiAr AGI / uwI P7J'. CERTIFY THAT THIS TEST WAS ER�9FORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: f Z � q° 72-008 (Rev. 4/85) G PERCOLATION RATE � (minutesnnch) PERC HOLE DIAMETER TEST RUN BETWEEN 46 FT AND S FT PERFORMED BY: l,�lt• /vA t./f. Vi �C fU/1 I LiAr AGI / uwI P7J'. CERTIFY THAT THIS TEST WAS ER�9FORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: f Z � q° 72-008 (Rev. 4/85) G -24C TO 2/O�- /890 \\1681 i f r � . •lam /. / �-�- \\1681 i f r � . 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