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HomeMy WebLinkAboutANOTHER LT 8Onsite File Another Lot 8 #020-093-37 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 http://www.muhi.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211086 Work Type: Septic Upgrade Tax Code Number: 02009337000 Site Legal Address: ANOTHER LT 8 G:3336 Site Mailing Address: 16400 CHASEWOOD LN, Anchorage Owner: BOEHLE LAWRENCE & CAROLYN Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: �JAI ellt � r ` v 1_)epaI-LIII ellt 4/5/2021 4/5/2022 Lot Size in Sq Ft: 45374 Total Bedrooms: Vj ❑ 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 Special Provisions: If house is connected to AWWU water, the well shall be decommissioned and a decommissioning log submitted to Onsite prior to inspection report approval. (I r) -tt ; ase 5- 6e_�o r,,,\ �or iii p-nDfo-sJ ©ud,,ic�e �� U 4` p rc` 1u.� Ple stab, re suQHS t,J i I-� u���e e Received By: Date: y 5 ao Issued By: Date: 02 UNUPALITY OF ANCHORAGE Community Development Department Phone. 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-093-37 Property owner(s) Lawrence & Carolyn Boehle Day phone Mailing address 16400 Chasewood Lane, Anchorage, AK 99516 Site address 16400 Chasewood Lane Legal description (Sub'd., Block & Lot) Another, Lot 8 Legal description (Township, Range & Section) Lot Size 45,374 Sq. Ft. Number of Bedrooms.X5 " C'04 I APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank EX-1Upgrade ❑X (w/wo ADU) Holding Tank ❑ RenewalDuplex (D) El ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees:Waiver Fees: Date of Payment: Date of Payment: Receipt Number: C Receipt Number: Permit No. Waiver No. Permit App_'-'- :- ::..,:c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@panengak.com April.6, 2021 Subject: Another, Lot 8 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve an existing five bedroom (5) bedroom house. Currently the lot is developed. This lot and the surrounding developed lots are served by private wells. Required separation distances to wells will be maintained. 1. Soils. One test hole was performed on the lot by PES and groundwater monitoring was performed in February and March of 2021. Groundwater was observed at a depth of10.0' and bedrock was not encountered. Based on the results of the percolation tests and overall soils appearance; an application rate of 1 gallon/day/square feet was used for a conventional wastewater system with a sand filter in the area of the test hole. 2. Soil Absorption System Design. a. 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. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the northeast to the southwest in the area surrounding the septic system at approximately 15%-20%. There are no steep slopes in the vicinity. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Steven R. Pannone, P.E. Anchorage iA ialiing: P.O. Box 100217, .Anchorage, AK 99510-02`7 Palmer Mlailing: P.O. Lox 1807, Palmer, AK 99645 Telephone: (9017) 745-8200 FAX: (907) 745-3201 DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) TANK SIZE: 1500g PERC RATE: <1 MPI SOIL RATING: 1 GPD/SF AREA RQD: 750 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 150 LF USE: (2EA) 75LFx5'WxO.5' E.D., 4.0' TD WITH 2.0' SAND TOTAL AREA: 450 SF DESIGN PARAMETERS RESERVE SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) TANK SIZE: AS REQ'D FOR CAT III PERC RATE: <1 MPI SOIL RATING: 6 GPD/SF AREA RQD: 125 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 25 LF USE: 25LFx5'WxO.5' E.D.- 4.0' TO WITH 2.0' SAND TOTAL AREA: 125 SF sF0. �h S LE: f \ W Ld 1 �`,ELL (E� 3BR HOUSE \ ` ` () DECOMMISSION EXISTING 1250g SEPTIC TANK (E) INSTALL 1500g SEPTIC TANK (P) PER 15.65 I \ \ WITH DOUBLE CLEAN OUT AND DIVERTER VALVE � DECK l — TH-1 \ (ON PILES) I I �0 SEPTIC AREA (E) 7 RETAINING WALL W� FLOW SPUTTER 1 / DRAIN FIELD (P) �\ \ RESERVE DRAIN FIELD (P) CP (2EA) 75LF x 5'W x 05ED x 4.O'TD �I 25LF x 5'W x 05ED x 4.0'TD' ( WITH 2.0' SAND UNDER DRAIN ROCK I \ \ WITH 2.0' SAND UNDER DRAIN ROCK co ( 1 TIE IN AT MIDPOINT OF FIELD INSTALL CLEAN OUT AND MONITOR TUBE AT EACH END / NOTES: PANNONE ENG SVC ILLC C.t. 1088) ""` ,, REVISIONS DATE CHANGE ORDER P.C. BOX 1807 PALLIER, AK 99645 04/06/2021 PHONE 907) 745-8200 FAX (907) 745-8201 - �P " Sf ''+ �..• y SCALE 1"=50' ANOTHER, LOT 8 "' I.......... P.I.D. NO DRAWN DRM LAWRENCE & CAROLYN BOEHLE 020-093-37 Slren R. nn n. 16400 CHASEWOOD LANE '-4 '. CE -8749 PERMIT No. ;?� OSP211086 SITE PLAN ANCHORAGE, AK fillD11 SHEET 1 of 2 W WATER LINE / WELL RADIUS SS NEW SEPTIC ABBREVIATIONS TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. FC FOUNDATION CLEANOUT FS FLOW SPLITTER MT MONITOR TUBE NO. TYP TYPICAL sF0. �h S LE: f \ W Ld 1 �`,ELL (E� 3BR HOUSE \ ` ` () DECOMMISSION EXISTING 1250g SEPTIC TANK (E) INSTALL 1500g SEPTIC TANK (P) PER 15.65 I \ \ WITH DOUBLE CLEAN OUT AND DIVERTER VALVE � DECK l — TH-1 \ (ON PILES) I I �0 SEPTIC AREA (E) 7 RETAINING WALL W� FLOW SPUTTER 1 / DRAIN FIELD (P) �\ \ RESERVE DRAIN FIELD (P) CP (2EA) 75LF x 5'W x 05ED x 4.O'TD �I 25LF x 5'W x 05ED x 4.0'TD' ( WITH 2.0' SAND UNDER DRAIN ROCK I \ \ WITH 2.0' SAND UNDER DRAIN ROCK co ( 1 TIE IN AT MIDPOINT OF FIELD INSTALL CLEAN OUT AND MONITOR TUBE AT EACH END / NOTES: PANNONE ENG SVC ILLC C.t. 1088) ""` ,, REVISIONS DATE CHANGE ORDER P.C. BOX 1807 PALLIER, AK 99645 04/06/2021 PHONE 907) 745-8200 FAX (907) 745-8201 - �P " Sf ''+ �..• y SCALE 1"=50' ANOTHER, LOT 8 "' I.......... P.I.D. NO DRAWN DRM LAWRENCE & CAROLYN BOEHLE 020-093-37 Slren R. nn n. 16400 CHASEWOOD LANE '-4 '. CE -8749 PERMIT No. ;?� OSP211086 SITE PLAN ANCHORAGE, AK fillD11 SHEET 1 of 2 NOTES & SPECIAL PROVISIONS: W 1. SCOPE AND SPECIFICATIONS: 1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 1.3. SCOPE OF WORK: INSTALL NEW 1SOOg SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 1.4. GROUNDWATER WAS NOT ENCOUNTERED TO DEPTH OF 10.0 BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 30.0 BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 1.5. STRUCTURES DEPICTED ON THC -0 THC -0 E PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT. 2. CONSTRUCTION SPECIFICATIONS: 2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 2.2. EXCAVATE THE GRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION, ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO f1" PRIOR TO INSTALLING THE PERFORATED PIPE. 2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM 03034 OR ENGINEER APPROVED EQUAL, MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 2.6. GEOTEXTILE SHALL BE MIRAF1 1405 OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2' OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 2.B. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 5" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 3. CONTRACTOR RESPONSIBILITIES: 3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCAT10N STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 3.3. THE CONTRACTOR 15 RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. - 3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: _ TEST HOLE 1 1 OR ORGANICS 2 2 CHANGE ORDER 3 COURSE SAND WATER ABSORBED TOO FAST TO ACCURATELY READ GP/SP AND GRAVEL 4 P.I.D. NO 020-093-37 8 5 9 6 11 7 12 8 SILTY GRAVEL GM/SM .AND SAND 10 11 12 13 14 15 16 17 18 19 BOH SOILS LOG WAS GROUND WATER ENCOUNTERED? Y IF YES. AT WHAT DEPTH? -10.0' DEPTH TO WATER AFTER MONITORING? -10.0' DATE: 15MARCH2O21 SOIL TEST RESULTS ANALYSIS • PERCOLATION RATE <1 (min/inch) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 3 FT AND 4 FT. COMMENTS: Test hole excavated by WOLCO EXCAVATION. PERFORMED BY: PES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. DATE PERFORMED: 24FES2021 READING WATER RATE DATE NET TIME LEVEL NET DROP (MPI) READING I 24FE82021 2 CHANGE ORDER 3 4 5 WATER ABSORBED TOO FAST TO ACCURATELY READ 6 7 P.I.D. NO 020-093-37 8 9 10 11 12 13 14 NOTES: PANNONE ENG SVC LLC (C.I. 1088).� P.O. BOX 1807 PHONE 9077) 745-8200 PALMIER,645 (90799745-8201 1 _ h�Pi� aF"A�qS >''y � . = i •_ st•"eo R Pannono : P'. CE -8149 � .,.•� = III 1,�ESS1L� �� ,,,....,.�� REVISIONS DATE O406/2021 CHANGE ORDER SCALE NTS ANOTHER, LOT 8 LAWRENCE & CAROLYN BOEHLE............ 16400 CHASEWOOD LANE ANCHORAGE, AK+`' P.I.D. NO 020-093-37 DRAWN DRM NOTES, SOILS LOGS PERMIT NO. OSP211086 SHEET 2 OF 2 LOT 8 ANOTHER S/D GENERAL NOTES I . ALL CONSTRUCTIONS:�'AALL BE IN ACCORDANCE WITH THE 19^75 EDITION OF THE MUIMCIPALITY OF ANCHORAGE STASDARD SPECiF.vAT!Oiv'S ft,`ASS'I AND THE AYaL'!U 29C4 DESIGN h':AtJHiAI. 2. IT IS THE RESPON5Bili i`f DF TRE. CONTRACTOR T U FIELD?'ERIFY THE Hv'R:7.ONTB,LAND `. r.RTiCAt lOCATiON OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHAL!. RECORD ON HIS RECCRD DRAWINGS ANY CHANGES IN THE LO; ATiONS OF UTILITIES THAT HE FNCOUNTERS IN THE THE FIELD. 3. CONITRACT OR' RALL KEEP FIELD NISTALLATION NOTES OF CONSTRL,"TED "M-ROVEVEki'S AND ENCOUNTERED UTILITIES TO SUBMIT TO THE ENGINEER FOR PREPARING RECORD DRA'VINGS. A. ADECSEPARATPONRE?UIRE,AEt,TS. 61,1NTAIN A 6HINIMU61 OF!C FEET i10RiZON"iALANJD 18 INCHES VERTICAL SEPARATION BETWEEN ANY NATERNE (MAINS OR SERVICES)AND SANITARY SES%FR (MAINS OR SERVICES] OR STORM SENA R IST RtH DRAT 1 LS]Rt R OR r'�OTIN DRAT c _ SANITARY AND STORLA SEWER PIPE JONTS SHALL BE PLACED AT LEAST 4 FEET FPO+ ANY 'AATERLINE CROSSING. a . Ani CN n STA - S.ARE IEAS R=D PC -M OUTSIDE OF PIPES, 5. NIA NTA .A MINIMUk! OF 36 INCHES OF VERTICAL SCPARATIOf. PEPfiFLN A,4Y S ORT. SE' AERS', ORM DRAM OR POOTiN*G DRAIN} AND `ri'ATERLIttE (FdA.INS OR SERViCESi OR SANITARY SEWER O44':NS OR SERVICES}. IF THIS MINIMUM CANNOT 5E h1AitlTA;HED, i HEN. 4 PdOHEB OF HIGH DENSITY INSULATION IS RECUiRED BE R%7EN THE PIPES. SEPkRRTIGN DISTANCES AREPo4EA.SURE9 FRO`A OL`TSIDE dF PIPES Ti HE CONTRACTOR SHALL RELOCATE INY"NATER OR SANITARY EEWEP.SERVICE CONNECTIONS INSTAL, LED WITH LESS THAN M;NI'MUM STANDARD MEASURED DISTANCES SEE WATER AIJD SEb:ER NJOTES FOR kifNtE{U44 SEPARATION DISTANCES. 7. 1 -VAT RRESJLTI V hU HECK+T?ACFOR'S GEtIATER hG EFFORT F,tF.Y 9075E L.s DORO R+lISE 0 VERTED INTO EX:S i TSP.. DR Jf a a:ESS R �J RED FEINTS U'JDER t J GRCU S i C S M.1 T`ME CONTRACTOR BE ALE AED TO DIVERT • NTER FR - EYCAVAT O`<ONTC PD+D PYA_ THE CO TRACTOR SHALL FR•OY n- PDSA, SITE FOR THE FACESS IAT'ER A10 BE RESPONSIB:.E FOR SECUR- NG ALL NECESSARY PER ITS AND APPR`VALS. IT v.UTILITIES NOTED ARC '.oLOCATED NTHE FIELDAND FRONI AS BULT DP,A`,,NGS. i. CONTRACTOR SHALL RESTORE DISTURBED ROA' AN DISTRBED OFF SITE AREAS TO PRE CONSTRUCTION CONDITION S OR SETTER_ 10, G'LOTCCHNICAL fNFCf.lATICN IS FROM RECORD .,R,.„L,•_S OF :..Y1,. IhG L!ll-l.C- -i Y„ PRV,._E.v.TERAND SEWER }, AlNS 72ND SERVICES ASPCONCRETE ASPHALTIC CONCRETE APPHALROVED BY THE 04OHM BOTTOM OF PIPE MATCH MOSTM 7 MOF CATCH BASiN vA�s r UK LEVELING COURSE CLASS OR CENTERLINE (OR MATCH DOSTIIG) CLEANOUT DIP SAL N 07ES TALC COAT ALL, 1..LLL CONSTRUCTION SHALL BE IN EDGES OF CUT ir. ACCORDANCE 1RTH THE 1694 D2STING PAVEME71Tf � CPALITY OF ANCHORAGE MIL STANDARD STECIFTCATONS 2. W%TRACTOR SHALL NOTIFY FG AREA UTILITY COMPANIES AFTER DITCH BAaUUL HAS BEEN COMPACTED AHALL r PRWR TO ADDITIONAL Ir OF PAVEMENT Dail. BE REatotiFD FROM S=VA7�4 CLOCATE CALL EACH EDGE OF THE ORIGINAL, CUT. THE 10,10MER, CENTER OF ALASCA; 278-3121 MAY REQUIRE MIM THAN THE tr ADDllXR AL CUT F S ALL SAGKFTLL SHALL BE THE DOSING PAVEMENT HAS BEEN UI IN THE REMOVAL PROCESS OR F THE JOINT DRESS NOT OCCUR COMPACTED TO 05X MAX DENSITY AT OPTIMUM MOISTURE ON UNDISTURBED MATERIAL OR F THE JOINT IS LOCATED AS DETERMINED BY AASHM V'ATFBN THE TRAVELED LANE. CUTS MAY BE MADE T -180 -METHOD -0. WIN A SAW OR CHISEL 4. SHOULD IMUROd BE S' TYPE 6A PRESENT IN THE ROAD SECTION, CLASSFM FILL REPLACE ALL INSULATION VATH MATCHING THIS AND IOND. /2' TYPE M MRL TYPE M CLASSIFIED SACIOW.L p.AS4fTED FILL OR MATCH DOSTING 1° ORNA71VE BACKFILL UEET610 PAVEMENT CUT REPLACEMENT DETAIL AND TRENCH BACKFILL =Am NLS ABBREVIATIONS AC ASPHALTIC CONCRETE BP BOTTOM OF PIPE CB CATCH BASiN CL CLASS OR CENTERLINE CO CLEANOUT DIP DUCTILE IRON PIPE E ELECTRIC EP EDGE OF PAVEMENT FC FACE OF CURB FH FIRE HYDRANT FG FINISH GRADE GB GRADEBREAK GV GATE VALVE HP HIGH PRESSURE IF LINEAL FOOT MH MANHOLE NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE RAP RECYCLED ASPHALT PAVEMENT Sc SERVICE CONNECT SD STORM DRAIN Si STREET INTERSECTION SL STREET LIGHT SS SANITARY SEINER ST STREET Sw SIDEWALK T TELEPHONE T & E TELEPHONE & ELECTRICAL EASEMENT TBC TOP BACK OF CURB TH TEST HOLE TP TOP OF PIPE TR TRAFFIC TTA TEMPORARY TURNAROUND TV CABLE TELEVISION WL WATER UNE VB VALVE BOX CALL BEFORE YOU DIG U=w CALL cam ANCHOMM ARTA ........................... 278 -dim STA ............................. @Yf-+78-dt21 AROWAM TO."MM VM1Y - ARMWAM XAAIPR ♦ WSMUR UUM MMMT AVAYM W- - OPmAOI B== A83COA DOW HAVRLAL 448 O!`� - AL UOff & P� OWAMMW WKWAL PUMIX W= Mn MRIXT LKYIP• STM DRAG$ 4 WiM SMALS PFAM CAM MEVOW - IMM PET8O1 JU COP. - UM04L D7. Mff NASCRL......�................... ... ALYtSTAQQU () ...................AAAA .02-= MATS MIEVIN) AWMATIO7 CWXLP+ & IIA= IM .................AAAA 684-m41 00 LASH & PALMER ....................... VXI/47*- = UAUMJSCA 18,04M AW=101 O%NM & NAGE 19KR ......................876-dtm PAt188 & VOM AAAA ... ...............TNG-Slm STALE CF ALASiG DK+T & PID SraT UWn & S'68W MR .... dT3-2411 US AMY M MUMMY PEmmnjm na Lia ............ &D-3= AMCkAW ANA UMriY COS 300 SCALE -- WATER KEY MAP WATER NOTES I . STAT'ONiNGISAL014OCENTERLIVEOFt4ATERPPE. 2. ALL t PLINEE EAz10 SSHrOFdVAR',.TOBl3TTd.0 : E ALLD STA'JCESTARO FP.': iH CF :TER "v0 CENTER OF FSI PNGS t„ R APPURTE 7ANCE. 3. THRUST BLOCK' ARE TOBEPLACED SEHINDALLWA.iERFTTINGS -,' ARE TG BE AGAINST UNDISTURBED GROUND, ..;`,”-.TER SER':+ICE IS FOR A SINGLE FAt,Ni i' HOUSE L'.:GNTEC CN LOT 3 tdJOFY.ER �JF,DiUlSICN. 5. THE 4YATER'?dA.'R SF!;J� ;E EX7grdOl":G EROS^ Th_ a ,..P TC TH,..,.SV Bt,`Lv1NGS SHIN! Be ONE ; nVCH TY?E'K' COFFER PIPE. 9. TtiE N;Th,. T„P;CCt.NECT TC 7!HE AXIS � I v� S iP7Cr+ 0?WATER LINE SiiALt "nE Dv.,E,;Y,a:,.'aU LItvES SHALL Hklc 1p FEET OF CO`s cR L'iN!P.;U?.+. N. CONNECT *!E'1J 4' 4YATER SER':IC'=. LINE TO E};!STING NlAi'eR SERVIC'- LRJF.4T THE HOUSE. 9. DISCONNECT EXIST NG WELLFROM E HOUSE AND AEBANDLN THE EXIS ;NG PRIV4TE.d;LL ACCC:lEllC TOA ,EC REGULATIONS 1C. THE YAt EER SYSTER". SHALL BE TURNED ON AFTER FLUGH NG. PRESSURE TESTING, CHLORIN:NTING i,.ND.VTPROV=D FOR OPER.AT(ON BY A6V4YU. Y 11, AVFU THE ANCHORAGEFIRE DTP RT -.ENI AND EXISTING CUS 1 ONIERS „HALL. Fs.\uTIFED 12 HO-RS.NADVAN'CE OFiS'ATERSERVICEitJTERR;ITIC^I HE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE. TEMPORARY SERVICE TO THE EXISTING CUSTOMER IF OU'Ts,@L° EXCEEDS 6 HOURS OR DEEMED NECESSARY Bl' THE ENGINEER- ANY TEMPORARY NVATER DISTRIBUTION SYSTEM SHALL BE REVIEWED AND APPROVED BY THE STATE OF''sLASK, DEPARTMENT OF ENVIRONN-�Ni'AL COtiSERVAFi<;.ti{;.DEC). 12. TETE WATER LINE SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TOANY FIRE HYDRANT OR FIR HYDRANT LES FEET f CRIZON A_LY MEASURED TOANY SANITARY SEI. R t1 1N S ANiTARY SEWER SERVICE, STORM, S -ER. LOOTING CHAIN TREE! LIGHT, TRANSFOPAER PAD ELECTRICAL 7Ef EPHO E ORCAB.E 80X:,.rD.5 FEET H..3IZO+.ALLY MEASURED i O ANY BODE LO f LINE. 13, WATER NINN AND SER :TREN."i CS AND BEDDING SHALL SE COMPACTED TO K50Mdfi"UM DENSITY. 1, PIPE BEDDING SHALL BE CLASS C AND COMPACTED -0 95"2 OF MAXIMUMDENSITY_ 45 KEY BOXES PLACED IN THE PROPOSED DR VE%VA` 8 SHALL HAVE VALVE BOX TOP SECTIONS INSTALLED PER THE 4JJUSTEO SERVICE KEYBClX7 DETA4L. LEGEND W LLI Z_ J LLI V) T— x Q 7.1.1 Ld J wz Q 0 00Of m O J SHEET AWWU Private System Number PS 04-000 of UTILITY STA71ON (WATER, SEWER & STORM) E)OSTMG & PROPOSED,. EASTING. PROPOSED WATER CONNECT 0 0 DOM & PROPOSED SANITARY SEWER MANHOLE E7 El DMW & PROPOSED SS CLEANOUT O O DMM & PROPOSEDr•+ DRAIN 0 IN DMING & PROPOSED tRN it-+ CATCH U ELECTRICAL PEDESTAL . TRANSFORMER PROPOSED SIGN DOSTM SOILS TEST HOLES DRAINAGE FLOW ARROW PROPOSED SEWER,.+. DRAIN OR WATER MAN a+ -M GAS OH:— D3SjW OVUIMEAD ELECTRIC ENSTING WATER DOSTING SANITARY SEWER EXST= . •. 8. 'iawl i3.s W LLI Z_ J LLI V) T— x Q 7.1.1 Ld J wz Q 0 00Of m O J SHEET AWWU Private System Number PS 04-000 of N90*00'00"E 15.81' -,,, TR B1 �_ \ IF, -?- (Pr - 0) (-A - UN� House Detail Scale: 1" = 30' Legal Description- Asbuilt Lot 8, al Another Subdivision Survey Certification: I hereby certify that a Mortgagee's Inspection was performed on the described property. Notes: It is the owner's responsibility to determine the existence of any easements, covenants, or restriction which are not on the recorded subdivision plat. This asbuilt shall not be used for construction or for establishing property lines. Checked by. CB Drawn by. AR Scale: 1" = 50' Job: 2020-89 Field Book: 150-31 Plat: 81-279 Legend: Rebar with Cap AL. Monument Rebar 0 Monument Well Septic S Pavement Overhang Wood Deck Concrete Fence -- Grid: SW3336 Date: 12-8-2020  ,~~ 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 MAI LING ADDR E2.~S LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS 7¢_ orpti ~ Dwelling , P DISTANCE TO: ~ ~, Manufacturer ~ ~ Materi~~ ~ ~c~mpart~ ~iq. capacit~ i~flallons Inside length Width EiquiO depth ~ DISTANCE TO: Well Dwelling ~//~ PERMIT NO. ~ -- ~ Manufacturer / ~ ~ Material Liquid capacity in gallons ~ ~ DISTANCE TO: Well ~ ~ ~ No. of lines / Length o~ ~ne Total length of ~, Trench w idt~inches Distance be tw~ ~ ~ ~ Top of tile t~ finish grade "-- II Material beneath tile ~ Total effective a~sorption area Length Width Depth PERMIT N~. - ~ P Type of crib Crib diameter ~ ~ th Total effective absorption area ~ Well ~Bulling foundation Nearest lot Hne ~ DISTANCE TO: ~ Class Depth Driller /m Distance to lot line PERMIT NO. ~ ~ DISTANCE TO: Building foundation Sewer line / ~ ~ Septic tank Absorption area(s) OTHER r PIPE MATERIALS INSTALLER REMARKS , · . .. 72. (Rev. 3/78)  MUNICIPALITY OF ANCHORAGE DEPARTMENT O'F 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 NAME IPHONE I MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS U ~ DISTANCE TO: ~ Z Manufacturer Material No. of compartments kiq. ~acitg in flallons Inside length Wi~h- kiquiO depth I~%~ IF HOMEMADE: ~ ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. ~ ~ ~ Manufacturer Material Liquid capacity in gallons Q Well I Foundation , Nearest,~g~,, No. of lines / Length of each line Total length of lines -- ~O ~ ¢O t inches ~ Q~ ~ Top of tile to finish grade ~ _t~ 2, ' Material beneath tile ~ inches Total effective~oa6s6rptionFr~a~a ~.~ Length Width ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line ' PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) PIPE MATERIALS SOiL TEST RATiN~ ~ INSTALLER REMARKS / AP~DV ED ~~$m- DATE LEGAL 72-013 (Rev. 3/78) Box 1369, J~TAR I{OUTE A ANCHORAGE) ALASKA 99602 3~'1-7714 SlX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF i 320 ~'~[~,1~ DRILLED AT THE RATE OF ~.~o 00 proPErtY OWNEr LOCATION OF WELL SITE DRILLER WELL LOG: PER FOOT. :~ ~-088 ~ :30o Ieee on, o/., II~.oo ~ ~ x 11300 ~..~: 116900°00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SALE) DRILLING. WRITE CHECK PaYablE TO RAMPART DRilliNG WORKS FOR THE SUM OF ~O00.~}L9 DATE THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS ""' i ,i:.;{}art~itet-~t cannot ace.eot th~',' sub[flitted as-built .~. ~.~ ~3 ,. ~ ~" check t. nLs comi~uta~ioi~- ,, .,~.-",,.'~ ~)lease call t~'~ at -~': you ~,~.~ve ~.~y i~]rt, iN.~r .~u~..,t~,..~ S i. nce rel'f, F'ERMI T NO. l"-'lLil'-.l ][ C: I.' 'aL ~[. T"T" C"F Fti'-,t,::F, DEPRRTMENT Or' HERLTH RND ENVIF.:ONMENTRL PROTECTION L:25 '"L'" STREET., RNCHORRGE., RE. HH50'l 264-4?20 ~.-IilLb RI'-,~[:, Ca ~'-.l-- :=-; I TE 5ELdEF: PEF-: f'l I ]' ( 8]:046:1. ) AF'F'L I CANT LOC:AT 1 ON LEGAL LARRY ,.';. ]BF.'GL INE BOEHLE ORIG. SOIL'=-; ON FILE L8 ANOTHER S,.."[:, :1.920 E, T"r'PE OF $01L HE,_,UF..F ] I UN =,'r_ TEl 1 I=,'-'. TRENC:H 72NE:, H9507 LOT ZE 9'~"~.ggq. '-- - ' ...... :,t.!LIN F.:E FEET MRXIMUM NUMBER OF BEDROOMS = 4 SOIL RRTING (SQ FT?BR)= ±25 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:,EF'TH= 8 L E~GTH= 6~ aS~:R%¢EL [:,EF'TH= 4 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIEL. D. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET). F-:E~;!LI I F-:E[::, '---;EF'T I C: TAI"-JI-::: S I ZE= i25E'~ 13RLLC~I'-.IS PERMIT RPF'LICANT HAS THE RESF'CINSIBIL ITY TO INFORM THIS [:,EF'RRTMENT DLIRING THE INSTALLFITION INSF'EC:TIONS OF ANY HELL=, AE:,JAC:ENT TO THIS FF..JPERT~- AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. T I-.~ iD ,:: '--- ~ I I'-,ISF'E£:T I ~Z~l'-.i"_=. RI:~:E F;:E~;!LI I F-:E[:, BRCKFILLING OF Rl'-d~r' =,T=,TEI"I WITHOUT FINRL INSF'ECTION ANDnr'r'r,._'-' .... "'A',"-"~n~.. B'¢ THIb DEPARTMENT WILL BE SUBJECT TO FRU--,EL. JTIUI'4. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL OR ±50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DAVS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I C:ERT I F"r' THAT t' I Al"l FAMILIAR WITH THE F.'E¢)IIIF.:EMENTS FOR ..... IN-=,ITE SEWERS AND HELL=, RS SET FJF..TH E:Y THE MLINICIPALIT'¢ OF ANE:HOF.:AGE. =,'r_,.~.H IN ACCORDANCE WITH THE CO[:'ES. 3' I UN[:'ERSTAN[:, THAT THE ON-SITE SEWER S"r'STEM MAY REQLIIRE ENLARGEMENT IF THE, _,~ .~., F..E_,IDENCE REMODELED TO INCLUDE MORE THAN 4 BE[.,F..uuM_, AF'F'LIC NT LAF,.R, ,:,= CAROLINE BC, EHLE PAL I ~ PERMI¥ NO. RPPLICltNT LARRY & CAROLINE OOEHLE ii LOCATION ORIG. SOIL'~ ON FILE ~VPE OF 50IL ABSORPTION g'~STEF! IS: TREI'tC~ THE REQUIRED ~[EE OF THE '30IL RSDORPI'[ON DEPTH= 8 LENQTH= / THE LENGTH DI~'N~ION IS THE L,ENGTH ~,IN PEET5 OF THE TR~b:H OR DRR~NFIELO. THE DEPTH OF R TRENCH OR PIT ~OU~ ~G ~ BOTrON OF T~ E~CRVRTION (IN F~r~. "TH~ ~~' OEp~ ~'3 T~. H[~H~ O~TH OF O~nV~ egTl~ THE OUTF~L PIPE RNG F~ 80TTOH ~ THE ~VRT[ON (~H FEET). NUHOER OF RE$IDE~E~ THAT THE I,~q_L WILL $~L-I(FILLID3 OF ANY SYSTEM WITHOUT FINAL rNgPECFEON 8NO APPROVAL G¥ TH{g "~:' '' TO R .C~HHUN[TY ~1~ L[~ IS 75 ~EEr. ' ' ';-OF T~ I,ELL CQP~LETION. : AVR{~eLE TO IN,RE PAGER ~NST~LRT[ON. [ CERTIF? THAT ~FORTH 8~ THE HUt4[C[P~[TY OF ~: I ~ILL [NSTSLL T~ ~vS~ff IN ~COR~ H[~ THE COOES. '~ESEOE~CE I5 R~IO~EO TO If~UDE HORE THAN 4 BEDROON~, [-~] SOl LS LOG S & S ENGINEERS. INC 71£5 Old Seward Hwy. Anchorage, A~aska 99502 i 549-6561: PERCOLATION TEST SOILS LOG - PERCOLATION TEST 7 SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 19 2O oF E. SWANSON,~ ~834-E WAS GROUND WATER ~10 ~ ENCOUNTERED? _ O P IF YES, AT WHAT ~Z E DEPTH? //~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ___Y~ ~,~1~ TEST RUN BETWEEN ~ FT AND minutes/inch) 7 FT COMMENTS PERFORMED BY:~CERTIFIED BY: 72-008 (6/79) DATE: ~9 2O 1!1 1 2 ? 9 5 W 12 13 14 1 '3 M t. 6 22 17 18 - 19 20 .St~'~' B5 Dbx 85 ~Sl:l: So.i.].s Rat. i~mj (square SR × 85 LOT Tli 2 4 5 6 ? 8 9 1o 11 SheeL 2 oF 2 8 12 13 t4 15 t6 17 18 19 20 SR* 1,25 LOAH S W S H H L & ENGINEERS, INC. S 7125 OLD SEWARD HIGHWAY · ANCHORAGE, ALASKA 99502 3anuary 10, 198# Dear Sir: This letter is in regards to the well system at Lot 8~ Another Subdivision. The sanitary systems were inspected for State and Municipal standards and found in compliance in the following areas: 1. Well casing is 12" above existing ground 2. Well is capped with a water-tight sanitary seal 3. All wiring on well head is contained in conduit Distance between well and nearest sanitary sewer system is 115' Septic system standpipes are all above ground and capped If you have any further questions regarding this matter, please contact me at 3q9-6561. Sincerely, David D. Mumford Engineer DDM:wel #A WASI LLA (907) 376-3770 ANCHORAGE (907) 349.6561 SOLDOTNA (907) 262-9534 APPLIC JT FILLS OUT UPPER HALl aNLY Buyer Address _ Zip Code Address '~ '~- N: ~ _ Zip Code Realty Co. & A~nt - Phone Address Zip Code Type of Resi~nce - ~Single Family ~Multiple Family No. of Bedrooms ~ ~ Other ~ Water Supply  cndividual A~ACH WELL LOG. A w~l tog is required for all wells drilled since June 1975. ommunity For wells drilled prior to,hat date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Year Individual Installed: ~ ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector ( ) CONDITIONAL APPROVAL* Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size 72,023 (3182) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET [] PLATTING BOARD [] PLANNING & ZONING CASE NUMBER S-5529 DATE RECEIVED December NAME Another Subdivision; Lots 1 - 8 3, 1980 COMMENTTOPLANNINGBY December 19, 1980 FOR MEETING OF CASE OF I~PUBLIC WATER NOT AVAILABLE TO PETITION AREA 1~'""ISrUBLIC SEWER NOT AVAILABLE TO PETITION AREA REVlEWER'S COMMENTS: 71-014 (Rev. 2/78)