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HomeMy WebLinkAboutSAND LAKE #2 BLK 4 LT 23Onsite File Sand Lake #2 Block 4 Lot 23 #011-135-30 c ULQ)0d U b� a �� Municipality of Anchorage zuzz On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211187 PID Number: 011-135-30 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name KEVIN MCCONNELL ABSORPTION FIELD ® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 8325 SAND LAKE ROAD, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 6.5 Ft. Subdivision Block Lot SAND LAKE #2 4 23 Fill added above original grade VARIES 1.76-3.17 Ft. Gravel length 30 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines 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 390 Fe 1 -- Ft. Well 100'+ 100'+ 25'+TANKIZ Septic ❑ S.T.E.P: ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 5'+ *5'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks *WAIVER REQUESTED W/ IR SUBMITTAL REMOVED & REPLACED EXISTING SYSTEM Alarm location Electrical installed by Installer MIKE ANDERSON (MNA) PIPE MATERIAL House to tank 3034Tankto d a of eld 3034 Drainfield 3034 CO/MT 3034 Inspector MNA & FWC BENCH MARK (Assumed elevation) 100 ft Inspdection V1 8/10/2021 2nd 8/10/21 Location and description 3`d 8/11/21 4'h 10n/2021 TOP OF MANHOLE ON-SITE WATER AND WASTEWATER SECTION APPROVAL =''���tl 4 �1 Conditional Approval: Date i t� ,.,.rg.�P• *: 49 TH ....�:* r . V • • •: Septic System Approved ' Curtis Huffman -_e �# �<49% •• CE 128991 Z ; Date ��l �0�2 . 0�ls�F�•. 1/11/22 .•4P Awl l,FapROFESS1oNP4.r Note: this approval does not include well permit requirements. tRtiv uOlvel 10) PID: 011-135-30 PERMIT: OSP211187 SERVED BY SHARED WELL ON LOT 21 ----LOT 22 N89°55'00"W 135. )OD WALL 38.0' ALT LOT 23 o EXISTI o AtBLK 4 N 3 B R HO N D WALL SERVED BY SHARED WELL ON LOT 21 LOT 31 ro r +� EXISTING FIELD &I O INSTALLED NEW COL0 1500 -GAL I HDPE SEPTIC TANK. IN 9.7' 16.3'A DFCO 0 o C t6:-12.0' �o DECK N89°55"00"W 135.00 LOTS 23, 24. 29 & 30 SERVED BY SHARED WELL ON LOT 24 1983 W DCO TH O F O E O O �#IVIT O G H O LOT 30 CO z MNA LOCATED & STAKED WATERLINE 10'+ TO FIELD. LOT 24 LOT 29 A -C=12,5' B -C=29,1' DFCO H / DCO co MT co g9.63 97.90 FlNAL GRADE 99.31 A -D=17,2' BM B -D=30,2'96.14 ORIGINAL GRADE 93.73 ORG/ML B -E=29,8' A -E=20,5 FlLTER FABRIC 3' A -F=26,2' 9315 1,500—GALLON2.98 2.65 92.65 HDPE TANK SEWER ROCK SW/GW B -F=32,1' REBUILT MELD A -G=38,7' B -G=52,5' 86.14 88.14 DRY -5/1983 A -H=40,0' B -H=52,4' SEPTIC SECTION 14' BOH 1983 TH A -I=42,5' SCALE, NTS SOILS k GRND WATER 82.14 PER 1983 IR VERIFlED 6'+ PER AREA B -I=38,5 do ADJ MOA RECORDS. _80:14/ SAND LAKE #2 BLOCK 4, LOT 23 SUPPORT®SERVICES: PREPARED FOR: �`S� OF`Q� KEVIN MCCONNELL 8325 SAND LAKE ROAD C * 9 TH ANCHORAGE, AK 99502 FIRST WATER CONSULTING SURVEY: 1/102 2 tis Huffman JLS 22 13030 SUES WAY CE /22 ANCHORAGE, AK 99516 SCALE: 1'WCS 1�10��22 20' �$ 907-350-9566 firstwaterAK©gmail.com ssio��' P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section VAM Waiver#: OSV221004 COSA#: Permit#:OSP211187 PID#: 011-135-30 Legal Description: Sand Lake #2 Block 4 Lot 23 Engineer: First Water Consulting Applicant: Kevin McConnell .ngcnr S Ueparnnene Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the south property line has been approved. The approved separation distance is 5.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing 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. mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm■mmmmmmmemmmmmmmmmmmmmmmmmm■■mmmmm� Waiver is Granted: X Waiver is not Granted: Date: 2y o�D.?2 Approved by: " &X Name of Reviewer ■■mmmm■■mm■mmmmmmmmmmmmmmmmmsmmmmmmmmmmm■mmmmmmm■mmmmmmmmmmmmmmmmmmmmmmmmmmmmmt riAR � a25 fO-A b�� # '16 First Water p CONSULTING `..,,.�._..... G l e[ WAS! ti f l '. PP G R 11 a r [ A E ttil 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com January 12, 2022 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SAND LAKE #2 B4, L23 - FIELD TO LOT LINE WAIVER Per the recent as -built of the septic system upgrade, the rebuilt field is approximately 5.3' from property line and therefore we respectfully request a field to lot line waiver of 5' be granted at this time. Granting of this waiver is justified since the existing field (new field installed in the same location) had been in operation since 1983 with no known issues or ill effects to the adjacent property and it is anticipated that the field will not impact the neighboring property. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. � f�fCON MING SEP. T�iC[s C i�f 'NdIF I1: WA PLANHINONING >IP PO Hi3 PLd R ANCHORAGE RECORDING DISTRICT, ALASIZA AS -BUILT OF: SAND LAKE SUBDIVISION Not LOT 23 BLOCK 4 PLAT P-176 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance shoul< any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE: SCALE: E-MAIL' JAN 12, 2022 1"=30' schuller®aknet 21-063-2 DRAWN BY: CHECKED BY GRID NUMSM BOOK MM- JLS SW2224 220118 49TH OHN L. SCHULLER! o a LS -10408 c ��DeaA•�n•�.2.,22:�a� ®®®® fessiono�-ma D SUR �5 �A� L� � aI w v a r rJZ � 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax 3' REMAINDER OF— I ( LOT 22 SECTION LINE ESMT N89'55'00" 135.00' Q Q p 1 47.1' WALL mt i ko ry z o 3. LOT 23 SEPTIC o II ., U) BLK 4 VENT ._ Ld ASPHALT c� EXISTING (typ) SD /„O N HOUSE N w _1 C-) O IF=I® 9.7' 16.3' ea MH ro W O o j� ` Q o WALL 12.0' m ® U)i O DECK DECK Z N89°55'00"W 135.00' LOT 24 � 42' 30' ANCHORAGE RECORDING DISTRICT, ALASIZA AS -BUILT OF: SAND LAKE SUBDIVISION Not LOT 23 BLOCK 4 PLAT P-176 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance shoul< any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE: SCALE: E-MAIL' JAN 12, 2022 1"=30' schuller®aknet 21-063-2 DRAWN BY: CHECKED BY GRID NUMSM BOOK MM- JLS SW2224 220118 49TH OHN L. SCHULLER! o a LS -10408 c ��DeaA•�n•�.2.,22:�a� ®®®® fessiono�-ma D SUR �5 �A� L� � aI w v a r rJZ � 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax MUNTUPAUFY OF ANCHORAGE On -Site Water & Wastewater Program ;' PC] Box 199-650 4700, Elmore Road - r l C-2 ; ,p I Anr, hor-usnu, Rime: (LVF) 3A3De- Fax: , w 3)4=1?aI call ettt q_c,y o Peranit Nurn,ber, OSP211187 'Z•ffectave Data; 6/1012021 `4r4''ork Type: Septic Upgrade Expiration Data: 6,/1012022 Tax Code N'umb!er.- 01113530000 Sita Legal Address: SAND LAKE #2 BLK 4 LT 23 G:2224 Site TUI:ailing Address, 8325 SAND LASE RIS; APT B, anchorage Owner- MCCONNELL KEVIN P Lot Sfzry in Sq Ft, 6600 Design Engineer: FIRST tifVAT=R, i=. NSL ILTING Tr,tal Bedroc ms,— 3 This perrnit in for the ccnstruction of - H Disposal Fuld d Septic Tank 0 Holding Tank, El Privv 0 Private Weil 17 . ater Storage - All construction shall be in accordance with- I- The attach ad approved design. 2. All requirements specified in Anchorage ?ytunicipat uode Chapters 15,55 and 155,65 anri the State of Alaska lolvaste,,,rater Disposal Regulations (I8AAG?2) and Drinking %Nagar Regulatio=ns (18AAC80) 3, T.tte waste iter wde requires inspeclions during the installatlun. The engineer shall aiotify the ae.10-lopmesit So1rvices Department per AMC .65. Pro -code notifcatan by calling (907r 34 3- 904 .(24,7}. 4. From Gatober 15 to April 15, a subsur€ace so!] absorption system under ccnstruddonduring freezing weather .shall be either: a. Opefled and Closed on, the sante day, or 1). C.0v0r'e t, sealed, and heated to prevent freezing SPecMl Provisions; 1. Locate the vitater lines serving this lot and Lots 29 and 30 prior to construction. ;show the ,tra.ter liners an I he Rear-ord Drawing, 2. Lacatethe beginntng of the existing field '^ confirm thal:.the 5' separation bets%vee n the tankand wield will be met. �ro v 3 .L f ,'s 1 r'kely f Acct f'Ae re- /'s a n e(ectrico..� easemen a noun the easy prohe S -►el 1'Sp ,ycc1tlbn -1-he,rg /,%��, a✓1 le1<fe� off' .ion-e� /2rdey r kn o.y b e re� M i''Vej . CO-�� Re.%�ti�U �X�:3frny S"rei�• g �Z RoceivedBy: Issued 13x: 6110/2021 Date, Date: ' ' MUNICIPALITY OF. Development Services Department On -Site Water & Wastewater Section Parcel I.D. 011-135-30 ON-SITE SEPTIC/WELL PERMIT APPLICATION Property owner(s) KEVIN MCCONNELL Day phone _ Mailing address 8325 SAND LAKE ROAD, ANCHORAGE, AK 99502 Site address 8325 SAND LAKE ROAD, ANCHORAGE, AK 99502 Legal description (Sub'd., Block & Lot) SAND LAKE #2 BLOCK 4, LOT 23 Legal description (Township, Range & Section) Lot Size 6,600 Sq. Ft. Number of Bedrooms 3 Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field F Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank El Upgrade 0 (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. gnaiure or property owner or autnorized agent) Permit/Rush Fees: 4 5 � 5 Waiver Fees: Date of Payment: 6ZZ_1Z.I Receipt Number: 112OW Permit No. 0 S P -� 11 I & r1 Date of Payment: Receipt Number: Waiver No. - GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc co -z" First CONSULTING 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com August, 10, 2021 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: OSP211187 CHANGE ORDER - SEPTIC SYSTEM UPGRADE LEGAL: SAND LAKE #2 BLOCK 4, LOT 23 Due to septic component / material availability, cost and necessity of completing this upgrade, we propose to change the referenced permitted design to rebuilding the existing system. We propose to remove all bio -matted material and install one deep trench and 1500 -gallon HDPE tank to serve the existing 3 -bedroom property as shown on the attached design. There are no appreciable changes to the permitted design and this change corresponds with the design parameters and characteristics of the lot and area. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, 091'_A�' L/I I - Curtis Huffman, P.E. F'rsl NS b 1; f N !"' 9 1 ", I C i`�( ,, ;di£ 't'4SIEVYp IFH �9PP 91. VI1.RN�tl5 f 12 r5[ Water C O N S U L T I N G nATIR INA , R 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com May 29, 2021 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: SAND LAKE #2 BLOCK 4, LOT 23 Municipality of Andwrage On-site Water and Wastewater REVIEWED FOR CGDE COMPUANC OSP211187, Deb Wockenfuss, 06/10 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install one deep trench and 1500 -gallon STEP tank to serve the existing 3 -bedroom property. The design is based on the application rate and groundwater monitoring of area soils. The closest testhole data 35' to the north on Lot 22 showed SW 1.2GPD rated soils to 20' with no groundwater observed. MOA record documents for the Lot 31 to the NE of the subject property had the same soils. No groundwater was observed in area testhole groundwater monitoring. The slopes are flat at the proposed upgrade location. The lot and adjacent lots are served by shared private water wells located on the adjacent Lot 24 & 21 as shown on the design and the waterline serving the residence will be located prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. 'SllL��SU ,c .I..tS � �"� n�sernnsi[mnite 11P°G ft'�Pt Ah blhG DESIGN CALCS: 3 BDRM X 150 GPD = 450 GPD 450 GPD/1.2 GPD/SF, = 375 SF SAS 375 SF / (2 x 6.5' ED) = 29 FT, TRENCH USE 1 TRENCH - 29' (L) X 2' (W) X 6.5'(ED) TOTAL DEPTH FROM EXISTING GRADE; -10' REMOVE & REPLACE EXISTING SYSTEM REMOVE BIOMATTED MATERIAL, ADD MOA SAND IF REQUIRED & INSTALL 29' TRENCH PER DESIGN. NOTES: STAKE PROPERTY LINE, WELL RADII & WATER LINES PRI❑R TO CONSTRUCTI❑N I NO SLOPES >25% WITHIN 50' v LL OF PROPOSED FIELD. LOT 21 C) Q 0 LL. Ld Y Q J O J O I- O Q 9.7' O O WOOD WALL L12. O O DECK SERVEDBY SERVED BY SHARED WELL LOT 22 SHARED WELL ON LOT 21 ON LOT 21 STAKE WELL RADII & PL PRIOR 135.0 ' TO CONST. NO WELLS WITHIN I DECOMMISSION O O 100' OF PROPOSED EXISTING S.T. I CO SYSTEM & INSTALL NEW p N89 55'00"W 0 LC) WOOD WALL SEPTIC TANK. O EXISTING 0 FIELD. O o STK. PL. FIELD W ASPHALT LOT 23 o EX w DEW BLK 4 N 3BR MT O O J O I- O Q 9.7' O O WOOD WALL L12. O O DECK SERVEDBY SERVED BY SHARED WELL LOT 22 SHARED WELL ON LOT 21 ON LOT 21 STAKE WELL RADII & PL PRIOR 135.0 ' TO CONST. LOT 31 I DECOMMISSION O O EXISTING S.T. I CO & INSTALL NEW p REMOVE & 1500 -GAL HDPE MT LC) REPALCE SEPTIC TANK. EXISTING 0 FIELD. N _10'- \ FLAT 1983 o STK. PL. FIELD 0 16.3' DFCO MH CO _ _10'_ O O MT O Oo ERIC{ WALKWAY O LOT 30 Z N89 55'00"W / 135 5' WATER EASMENT REC AT BOOK 1227, PG. 528 LOCATE & STAKE LOT 29 PL & WATERLINE PRIOR TO CONST. LOT 24 THE WATER LINES SERVING LOT 29 & LOT 30 SHALL BE LOCATED PRIOR TO CONSTRUCTI N. LOTS 29 & 30 SERVED BY SHARED WELL ON LOT 24 WELL DESIGN BASED FROM SAH HAND—DRAW DIGITI ED ASB, SUPPORT SERVICES: SAND LAKE #2 BLOCK 4, LOT 23 ' � OF \N\ PREPARED FOR: ��� 1 KEVIN MCCONNELL /�' �' 1 8325 SAND LAKE ROAD �* 9 TH ANCHORAGE, AK 99502 FIRST WATER CONSULTING DATE: 8/10/2021# rtis Huffman / SURVEY: JLS r CE 128991 w 13030 SUES WAY DRAWN: ll = 8/10/2021 eAW i ANCHORAGE, AK 99516 SCALE: " = 30' 907-350-9566 FirstWaterAK@gmail.com PAGE: 1 OF 2 \ss>°�_4w DESIGN DETAILS: INSTALL NEW 1500—GAL HDPE TANK. MAINTAIN 10'+ FROM FOUNDATION, 100' TO WELLS, 5' TO FIELDS & DECK SUPPORTS WITH 4' OF COVER OR INSULATION. INSTALL 1 29'L x 2'W x 6.5' ED TRENCH —10' FROM GRADE w/ 3'+ OF COVER MAINTAINING 100' TO WELLS / SURFACE WATER, 10' TO LOT LINE,.... INSTALL PER AMC 15.65, 15.55, & MASS ... TANK BEDDING, SEPARATIONS, MATERIALS,... SERVED BY SERVED BY SHARED WELL LOT 22 SHARED WELL ON LOT 21 ON LOT 21 STAKE WELL RADII & PL PRIOR LOT 31 °55'00"W 135.0 ) TO CONST. O O I 11�� / DECOMMISSION q I CO EXISTING S.T. 38.0' & INSTALL NEW 6 REMOVE & 1500 -GAL HDPE MT Ln REPALCE 23 SEPTIC TANK. EXISTING o EXIST b 4 N 3BR HO N -10 - \ FLAT 1983 V I STK. PL. FIELD 0 9.7' 16.3' DFCO MH CO _5' -10'- p 0 0 � • MT O O 12.0' (6 Oo ° DECK BRIC WALKWAY O LOT 30 LOT 29 9'55'00 " W / 13 5.0 LOCATE & STAKE PL & WATERLINE 5' WATER EASMENT REC AT PRIOR TO CONST. BOOK 1227, PG. 528 LOTS 29 8c 30 LOT 24 SERVED BY SHARED WELL THE WATER LINES SERVING ON LOT 24 LOT 29 & LOT 30 SHALL BE LOCATED PRIOR TO CONSTRUCTION. SAND LAKE #2 BLOCK 4, LOT 23 SUPPORT 0 SERVICES: PREPARED FOR: _� �� /��� OF \ 1 KEVIN MCCONNELL 8325 SAND LAKE ROAD ANCHORAGE, AK 99502 * 9 TH .0 FIRST WATER CONSULTING DATE: 8/10/2021 an 00 13030 SUES WAY SURVEY: JLS DRAWN: FWCS rCES 128991 , 8/10/2021G� ANCHORAGE, AK 99516 SCALE: 1" = 20' 1 \ �ozssto��' s 907-350-9566 FirstWaterAK@gmail.com PAGE: 2 OF 2 �``_— ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: SAND LAKE SUBDIVISION No2 LOT 23 BLOCK 4 PLAT P-176 -�o S SURVEY CERTIFICATE: 1.John L. Schuller. Have conducted a Aw O.F.AZ' I I physical survey of this property as shown on this drawing and that the Ar 6,��L LAND go <4� improvements situated hereon are within the property lines and no A enchroachments exist other than noted. Under no circumstance should 00, 49TH VIA any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. 10 .. EXCLUSION NOTES: It is the owners responsibility to determine ...... .......% � � P the existence of any easements, covenants, or restrictions which PHN L. SCHULLER.- qJ do not appear on the recorded subdivision plat. LS -10408 1831 Talkeetna Street WORK ORDER NUMBER: DAM- SCALE- E—MAIL Anchorage, Alaska 99508 JUNE 8, 2021 1 0 =30' schullerftk.net 0�1 6 21-063 DRAWN BY. CHECKED BY: GRID NUMBER: BOOK/PAGE: ofession& \' A"r (907) 227-1455 office JLS SW2224 210171 (907) 274-4992 fax LOT 22 3' REMAINDER OF SECTION LINE ESMT N89*55'00" 135.00 < 47.1 WALL 06 �O Lli 0 38.0' *SEPTIC 6 Ln VEN T LjjASPHALT EXISTING r-� LOT 23 (typ) ILLJ HOUSE BLK 4 L< 0 Li 0 0 (D 9.7; 16.3' 0 �CD KD < (f) 00 0 O WALL (6 12.0' t6 CD C/-) 0 DECK DECK Z N89*55'00"W 135.00' LOT 24 42' 30' ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: SAND LAKE SUBDIVISION No2 LOT 23 BLOCK 4 PLAT P-176 -�o S SURVEY CERTIFICATE: 1.John L. Schuller. Have conducted a Aw O.F.AZ' I I physical survey of this property as shown on this drawing and that the Ar 6,��L LAND go <4� improvements situated hereon are within the property lines and no A enchroachments exist other than noted. Under no circumstance should 00, 49TH VIA any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. 10 .. EXCLUSION NOTES: It is the owners responsibility to determine ...... .......% � � P the existence of any easements, covenants, or restrictions which PHN L. SCHULLER.- qJ do not appear on the recorded subdivision plat. LS -10408 1831 Talkeetna Street WORK ORDER NUMBER: DAM- SCALE- E—MAIL Anchorage, Alaska 99508 JUNE 8, 2021 1 0 =30' schullerftk.net 0�1 6 21-063 DRAWN BY. CHECKED BY: GRID NUMBER: BOOK/PAGE: ofession& \' A"r (907) 227-1455 office JLS SW2224 210171 (907) 274-4992 fax MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT i L f_ Il! y I I—I P lvrannF MAILING ADDRESS r 13ox 1, AN(_ /kms qq o o1 LEGAL DESCRIPTION SArNL> LAI,-/ x42_ LOCATION NO, OF BEDROOMS U Ki 2AND 1�.1-4k i L) Y Well Absorption area DISTANCE TO: foe) Dwelling n 9`- PERMIT NO. �� iaZ N I- Manufacturer AN ov TAN l� Material ST Lc E L No. of compartments T V, Q Liq. capacity in gallons / ( 0.0 IF HOMEMADE: Inside length Width Liquid depth j z DISTANCE TO: Well Dwelling PERMIT NO. Sz H Manufacturer Material Liquid capacity in gallons w = DISTANCE TO: Well / _¢ Foundation �0 Nearest lot line PERMIT NO. '-7> -3 J LL Z Z W No. of lines - Length of eaT,h Jjne Total length of�,in Trench width Distance between lines ~ oL a� p! 7 inches 0 f Top of tile to finish grade Material beneath tile '7&7_ Total effective absorption area inches 2� w Length Width Depth PERMIT NO. C7 a I_ w °• Lu Type of crib Crib diameter Crib depth Total effective absorption area y DISTANCE TO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. W DISTANCE TO: Building foundation Sewer line Septic tank Absorption areas) OTHER PIPE MATERIALS 64!;, 7- Pv� SOIL TEST RATING INSTALLER 1R� L REMARKS op r� At to A1,3 N . 2225-E 4- (,; .• JUNE 25, 4971 .. AGO ti /�.•> f L APPROVED DA E LEGAL 7�� s�,����, �U " I C. I F:�'F� L_ I -F 5-e Cl F- R=zl " C_- " C, FZ F:� 0 F= DEPARTMENT Or`HEHLTH AND ENYIRONMENT8LTECTION 825 'L STREET, ANCHORAGE, HK. 99 ` ' ~ , 264-4720 '. L-4 F= L_ R F=l PA Us Co jr-4 I -jr F= � _v PERMIT NO. ( 0]03,37:6 ) APPLICANT DOUG GALLANT BOX 4—LL 99509 561-1165 LOCATION LEGAL L23 B4 SAND LAKE #2 LOT SIZE 999999 SQUHRE FEET . TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SO FT/BR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ���-T i—I ��Ir-A N:13 1-4� :20;2 �Fz.g FA V F= L_ r_- F=' F::" _r EF. THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELC\ THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). FZ F= G_� U I ���1E R::- -r F=� r-4 �­ �T 771 Cl 11-4!E3 PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. �L4 CR < ;R �r-.J� F=�F_'� ���0 U I �F BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM R PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ]0 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I CERTIFY THAT i: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND HELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES ]� I UNDERSTAND THAT THE 8N—SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLU ORE THAN ] BEDROOMS. ` 8� ,—��� SIGNED: ijil9c HPPLIC D3L� � ISSUED BY � (� — ��__��~���~��������DHTE~�����/~-o��L_.. V4.0 SOILS LOG MUNICIPALITY OF ANCHORAGE �e DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION El PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: ��y' A �kI14k K IL DATE PERFORMED: S/ LEGAL DESCRIPTION: %Or 9 " 3 K q. -9 ANP M.M aoll S EL I D T 1aZA11 12gT 6/ I YF� n r r SLOPE SITE PLAN illlll'll 'M"L' 3 4 �� SAND C P -A VF� L 5 d 6 o �a + �G o 7 o d 8 d v o g5 .0 D -- —� 9 O p d � 10 Q e � 11 WAS GROUND WATERS L d ENCOUNTERED? O 12 67 P 00 IF YES, AT WHAT E 13 15 DEPTH? Reading Date ��. ®4� 16 Depth to Water ••� �+ gid: 17 49TN 18 No. 2225-E 19a °�'�' JUNE 25, 1971 .�',a � ,i. • .•�N . . ��4v '+ 20 A1• ��.. DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) `' ,` p r A TEST RUN BETWEEN FT AND FT COMMENTS 1Rylms MMAVATIM6 PERFORMED BY: 72-008 (6/79) CERTIFIED BY: A4.s DATE: 77 3 3 3 3 3 3 3 3 3 3 3 m m r p v H H r v z p � m 3 0 o N :o o v, :v, U A m -n O n n O O O O O O O O O O O O i j �� Eh Eby E b ID : (p E k O O W O m :V O O :N CO E E ` E E O O '• h ti, CO 'TI o a co n : aZ3 f)jti. to : in In : iq y rr LZ `Cu Oj � '� E rr :21 :R a :c :r Em � Uj It Di ft n . a 0 3 0 3 0 3 0 3 0 3 0 0 III 0 In 0 0 0 0 O O In O O ITI O O O O O O O O n a Irrl X z '.In'1 '.In'3 H y z a a ra- C) m v x O ° n a Irrl X z m f a rnE � W: In : O G7E + 27: b; a rt: �l F: O: N J A A W J T.��IJUUVV9 ���� r .20A CHORAGEE O p p �UV ALASKA 99501 CONSULTING ENGINEER l� IIJN� V V TELEPHONE: (907) 279-3916 A� snP'•n dt �.., ,. - - eco ENv t�CtiJ��IV IAL piiOl t(..I iJ(V :JAN 2 01987 RESIDENTIAL WRECEI\J&DSPECTI0N LEGAL: LOTS23,24,29,30, BLOCK 4, SAND LAKE LOCATION: SAND LAKE ROAD, SEACLIFF OWNER: DOUG GALLANT TYPE OF WELL :" ���•� °� ' CLASS C (8421-FA-005.�.� •° WELL LOG AVAILABLE: YES INSTALLATION REQUIREMENTS MET: YES WELL YIELD FROM WELL LOG: 50 PUMP YIELD: 12+ v t-, �. ol 0. 222 5 -E JUNC PJ, ljli GALLONS PER HOURtiE,f;',.;. g , GALLONS PER HOUR DATE OF INSPECTION: JANUARY 19, 1987 TEST PROCEDURE: WELL WAS PUMPED AT A CONSTANT RATE OF 12 GALLONS PER MINUTE WHILE THE DRAWDOWN WAS MONITORED WITH AN ACOUSTIC PROBE. STATIC WATER LEVEL WAS FOUND AT 141 FEET BELOW TOP OF CASING. AT A PUMPING RATE OF 12 GALLONS PER MINUTE THE PUMP CYCLED ON AND OFF WITH THE WATER LEVEL CYCLING FROM 160 FEET TO 173 FEET. TOTAL WELL DEPTH IS 410 FEET. A TOTAL OF 900 GALLONS WERE WITHDRAWN IN A TIME PERIOD OF 70 MINUTES. TEST FOR COLIFORMS: WATER WAS TESTED FOR COLIFORM BACTERIA ON JANUARY 20, 1987. TEST WAS NEGATIVE. TEST RESULT: THIS WELL MEETS THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. THIS WELL CAN PRODUCE IN EXCESS OF 12 GALLONS PER MINUTE FOR FOUR HOURS. — — — — The Municipal requirement for well flow is 150 gallons of water per bedroom per 24 hours.This well surpasses this requirement. The assessment of the condition of this well applies only to the conditions as of this date. The flow rate of the well may change due to subsurface conditions that may not be observed from the surface, and changes in land use and other factors that may impact the conditions of the aquifer feeding the well. APPLI( NT FILLS OUT UPPER HAf �' ONLY Proper(`f' Owner , Phone Mailing Address r=' - r. .,c. �`"�Z: .V. - _ Zi Code �:'•7rj P 7 ' '- Buyer r� Address Zip Code Lending Institution Amt �_ { v �r�`1 � �!?%yrl, Phone Address . ' yf /� Zip Code 2 77 S- � • C-,3 / Realty Co. &Agent Phone Zip Code escription ocation � 'Residence F ngle Family ultiple Family No. of Bedrooms J ❑ Other Water Supply ❑ 1 C�lia/i Individual Community CH WELL LOG. A well log is required for all wells drilled since June 1975. ells drilled FF /❑, Public Utility prior to that date, give well depth (attach log if available). Sewer Disposal 7 Individual ❑ Public Utility Year Individual Installed: �C� -' �• ❑ Holding Tank When Connected to Public Utility: ' NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 203 40 Lia �pM�adGaaDo lrol5o AN HORAGE,VALASKA'T 9501 CONSULTING ENGINEER TELEPHONE: (907) 279-3916 Doug Gallant Box 4 -LL Anchorage, Alaska 99509 LEGAL SEPTIC SYSTEM SANITARY SEAL SURFACE GRADING CASING ABOVE GROUND ® OF F • Y ,•49TH �• •s•..• • ••• •era o. 2225-E 11 WilE 25, 1971 '3 ss WELL INSPECTION LOT 23, 24 29, 30 DISTANCES OK YES YES 36 inches October 31, 1983 ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION PUBLIC WATER SYSTEM APPROVAL TO CONSTRUCT Plans for the construction of �'�1V b tj4� G�cCKI ( S L C( C7 C -.VSs l public water system located in v Alaska, submitted in accordance with 18 AAC 80.100 by I,�0 q G 1 / z±v 7— have been reviewed and are A approved. ❑ conditionally approved (see attached conditions). i — TITLE DATE If construction has not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. APPROVED CHANGE ORDERS Change (contract order no. �p or descriptive reference) /V a V/ ' l ! ) 'e It < V Approved by 01_4C,L1ICr Date o Le, /O cl Cc— The "APPROVAL C The-"APPROVAL TO OPERATE" section must be completed before any water is made available to the public. APPROVAL TO OPERATE public construction of the« L �U �s uu c1: y water system was completed on (date). The system is hereby granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As -built plans submitted during the interim approval period, or an inspection by the Department has confirmed the system was constructed according to the approved plans. The system is hereby granted fin approval to operate. Y TITLE GATE