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HomeMy WebLinkAboutSPRING BROOK VISTA #1 BLK 2 LT 3Spring Brook Vista #1 Block 2 Lot 3 #050-091-14 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 141449 PID Number: 050-091-14-000 Dwelling: 0 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: 0 New ❑ Upgrade Name: SPINELL HOMES, INC. ABSORPTION FIELD N Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 1900 W Northern Lights Ave #2 Anch. AK 99517 ❑ other Phone Number of Bedrooms Soil Rating Total depth from original grade (907) 344-5678 4 1.2 GPD/SF 15.9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5.9 Ft. Gravel depth beneath pipe 10 Ft. Subdivision Block Lot SPRING BROOK VISTA# 1 2 3 Fill added above original grade 0.5 Ft. Gravel length 25 Ft. Township Range Section Gravel width 3 Ft. Beds: Number of Lines 1 Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 FP 1 NA Ft. Well N/A N/A N/A N/A >25' TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/ANA STEEL 2 Foundation >5' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain none noted N/A N/A NA Gal. Remarks House to tank D2661, tank to trench Pump on level at in. Pump off level at in. High water alarm at in. D3034, 2" rgd insul. over tank, window sill elev. same as OG at deck fdn elev Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank SeeTank to drainfield Pomraning Excavation Drainfield Remarks CO/MT Inspector Charl et BENCH MARK (Assumed elevation)100.5 It Inspection" 11/4 jJl% 11/4ily Location and description dates: I 2•a 3" 11/10l 4'" 11/28 t top of b asement window sill (see remarks) COMMUNITY DEVEL MEN ARTMENT APPROVAL � n s tamp av A a.eaaa � •Qo ............. Conditional Approval: Date Y • . i CID mmmammm aoaea.mp.e m ® m. •.... . ro Norman K. Gutcher ; Qz ®� CE-4419 • OY'/.msmlu 6PUroCCa•m•C'`te®Il Approve Date kill Inspection Re _g-1-12.doc SWING TIES A e C 0 I E FCO 5.6 5.0 Sv 1 11.0 4.5 — SV 2 11.1 12.2 _ OBL CO 1 43.8 11.0 _ 0a 00 2 43.5 10.5 l� CO 3 35.7 13.1 — MT 33.0 16.7 — CO 4 14.3 35.7 _ nal le ential F'�gg .q"ta e I SEPTIC SYSTEM RECORD DWG. /fin.. °°°I it. �,F53N SPRING BROOK VISTA #1, BLK 2, LT 3 .. I RECORD DRAWING ian K. G.,,her �? ® This record drawing represents the as—constructed condition of the CE•4919 0 •��"� improvements documented above. Based on periodic visual observation and ler, this °•°ne°°°"®°�F'F,�ev ears reasonable and epa sentsav n thattheproject ctfrom t washe constructed d ntgeneral conformance with SCALE: 1:30 IPO: 1400797 L L �� ALASKA BIN ENGINEERING, INC. °0u45;E10/23/14 GOMP' 10/24/14 SHEET 1 OF 2 D �,255�0, w I in ■ 0 Norman K. Gu CE -4919 C DBLCO C01 CO2 5.1' 2' 7. SV2 SV1 G,o FC S)v CO3 sm 0' BLDGYS� [00 0 U1 �o 0 �o� O r'o Conventional Single Family Residential SEPTIC SYSTEM RECORD DWG. D6�M"ON SPRING BROOK VISTA #1, BLK 2, LT 3 RECORD DRAWING This record drawing represents the as—constructed condition of the improvements documented above. Based on periodic visual observation and information obtained from the installer, this data appears reasonable and represents that the project was constructed in general conformance with current 18 AAC 72 regulations and ADEC policies. SCALE: 1:10 W0: 1400797 ALASKA RIM EAVINEXRrNc, AV.. ° N&&23/14 00MP1a 10/24/14 SHEET 1 OF 2 NOTE: ELEVATION BASED ON ASSUMED ELEVATION AT GROUND LEVEL, FOUNDATION INTERFACE OF A4 Norman K. Gutcher CE -4919 m0........ 0,ti PROFESSI���'°" 79' FG FINISH GRADE OG ORIGINAL GRADE FCO FOUNDATION CLEAN OUT SVX SEPTIC VENT DBLCO DOUBLE CLEAN OUT COX CLEAN OUT ITi1=VANPIbis] VIZrem 0]:la SEPTIC SYSTEM PROFILE ALASKA RIM ENGINEERING, INC. 9131 E FRONTAGE RD PALMER, AK 99645 PH: (907)745-0222 : FAX: (907)746-0222 EMAIL: akrim@aloskarim.com : WEB: www.alaskarim.corn �AR ,� P 0 E 1 1 of 1 7 Engineers: Planners: Surveyors NOT TO SCALE Conventional Single Family Residential SPRING BROOK VISTA ADDITION 1, BLOCK 2, LOT 3 02014 s/a• TO r SEWER ROCK MONFOR TUBE INSWLED AT BEGINNING OF TM, \\\ U \\ OO 0 00 PERFORATED a• PvC SEE NOTE 1 R0 q 0 0 atm X Ci��j �q., 00 0 �Op CLEANOUT INSTALLED AT BEGINNING OF SEWER PIPE LEADING INTO CfID TRENCH 70'ED X 25' — DEEP TRENCH PLAN VIEW GROUND SURFACE PERMEABLE GEOTEXRLE INSULATION, IF USED SEE NOTE 2 EARTH COVER lV Z e PVC DRAIN PIPE. W/ HOLES DOWN �OeL°e^e a"e U3 0 0 0 _ 8^>^6=6 B>e^8 o2YlER ROCK °o o s/a• To s• LER vae�aepeoeoa8 0� Ory 0� OL-ro avo'se°a Z O TRENCH DETAIL UNDISTURBED EARTH NOTE : PUCE A MINIMUM OF 4—FEET OF EARTH COVER (OR EQIJIV ENT) OVER ABSORPTION BED. ONE INCH OF WESTERN �S�NpL ryIOH TNSUIFORMII• (OR E0.) MY BE SUBSTITUTED POR ONE FOOT OF GROUNDWATER EARTH COVEN UP TO A MA41MUM OF TWO INCHES OF INSUUHON. x cIFANDur AT END of SEWER PIPE = \� \\CPO TRENCH SECTION UO PERFORATED PVC HOLE ORIENTATION (MUS DOWN) SECTION X -X REMCVEABLE CAP GROUNDSURFACE /// /// MONITOR TUBE DETAIL NON—PERFORATED M ABOVE SEWER ROCK COUPUNG 4• PVC PERFORATED .� - �'_ � _"IN Conventional Single Family Residential r ',���a® SEPTIC SYSTEM AS—BUILT Sheet 2 of 3 LEGAL ® �.....`.....:i A nFccR1PnnN1- SPRING BOOK VISTA 41. BLK 2. IT 3 RECORD DRAWING Norman K. GutchOr iA® THIS RECORD DRAWING REPRESENTS THE AS—CONSTRUCTED CONDITION OF THE CE 491 IMPROVEMENTS DOCUMENTED ABOVE. BASED ON PERIODIC VISUAL OBSERVATION •. AND INFORMATION OBTAINED FROM THE INSTALLER, THIS DATA APPEARS OOROFESS1+ REASONABLE AND REPRESENTS THAT THE PROJECT WAS CONSTRUCTED IN GENERAL CONFORMANCE WITH CURRENT 18 AAC 72 REGULATIONS AND ADEC POLICIES. C /�✓ Alaska Rim Engineering, Inc. Do GN 10/23/14 COMP EE0 10/24/14 No Scale tea Municipality of Anchorage _Development Services Division On -Site Water and Wastewater Program hent S 1� P C c � Department **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP151016 COSA#: _ Permit#: OSP141449 PI D#: 050-091-14 Legal Description: Spring Brook #1. Block 2. Lot 3 Engineer: Alaska Rim Engineering Applicant: Spinell Homes, Inc. Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the 25% or steeper slope has been approved. The approved separation distance is 19.0 feet. 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. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. ................................................•.............................1 Waiver is Granted: X Waiver is not Granted: Date: 1 1,2 / Approved Name of Reviewer ...........................................•••............................... Date: January 21, 2015 Mr. James Crewdson Municipality of Anchorage P.O. Box 196650 4700 Elmore Road Anchorage, AK 99519-6650 Subject: Request for Slope Separation Distance Waiver ALASKA RIM ENGINEERING, INC. Legal Description: SPRING BROOK VISTA #1, BLK 2, LT 3 Reference: OSP 141449 ENGINEERS—PLANNERS—SURVEYORS 9131 E. Frontage Road Palmer, Alaska 99645 Telephone (907) 745-0222 Fax (907) 746-0222 Online at: w .alaskarim.com This is a request for a variance from the separation distance for a slope greater than 25% at the above referenced property. The separation distance of the deep trench septic field from the >25% slope is 19 feet with daylight at 31 feet. The waiver is sought for the first 15 feet of the deep trench, the remainder of the deep trench is outside the 50 foot required distance. The topography of the parcel and the limited space for the field have made the separation distance difficult to achieve. The new field replaces an existing absorption bed which is within the 50 foot separation distance of the >25% slope as well. The soils log from the test hole investigation shows the soils to be poorly graded, sand and gravel with a percolation rate of 1.0 minute per inch. The soils log accompanies the original submittal. The topography of the lot is relatively flat. The access from Prince of Peace Drive slopes down into the parcel at a grade of approximately 5%. The grade then flattens out over the parcel. The eastern edge of the lot then slopes away from the parcel at 30%. The lot size is 18,442 ft2 with the 4 bedroom dwelling oriented as shown in the attached site plan. The anticipated wastewater flow is not expected to be greater than that of a standard 4 bedroom home. ( i.e.-75 gallons/day/person or 150 gallons/day/bedroom = 600 gallons/day.) (AMC 15.65) The replacement septic system has a new Anchorage Steel 1250 gallon tank and the septic field is a deep trench design where the major portion of the field is adjacent and parallel to a slope which is between 10 and 15%. It is the leading edge of the deep trench which is within 31 feet of the >25% slope. The maintenance of the septic tank is recommended within the Alaska Rim Engineering documentation to be pumped on a cycle of every two years throughout the life of the system. Additional earthen fill has been added to the ground cover above the septic tank, septic field and along the edge of the slope. The additional cover has been groomed to lead into the existing slope. The hillside groundcover will become overgrown with brush and grasses to prevent erosion of the new established slope. The location, depth and orientation of the new septic field as shown in the attached drawings, reduce the probability of an impact to the health, welfare or environment. The soils are uniform Slope Separation Distance Waiver Page 2 Spring Brook Vista #l, Block 2, Lot 3 Request for Separation Distance Variance over the depth of the deep trench and the subdivision is served by a municipal water system. Surface water from rainfall is directed away from the foundation and septic field and the slope adjacent to the trench is not greater than 10-15%. Additional earthen fill has been added to the slope which will facilitate the regrowth of the brush and grasses to prevent any erosion of the slope. The municipal waterline is outside the 10 foot separation requirement and the slope alongside the length of the deep trench is located no closer than 14 feet from the edge of the trench at ground level. The drawings accompanying this request for a Separation Distance Waiver supersede previous corresponding drawings sealed and sent on 1/19/2015. If there are any questions please contact me at the office. Respectfully Submitted, ALASKA RIM ENGINEERING, INC. Norman K. Gutcher, P.E. Director of Engineering NG:LJ Ref: ARE File: 14-00797 Enc: Site Plan Drawings (2) Septic System Slope Profile Drawing (1) Septic System Profile Drawing (1) G.r. 4 € Norman K. Gu"-Ocr �•°� CC -4+ 19 (of, z,/7- NOTE: 19' SEPARATION FROM BEGINNING OF SEPTIC FIELD TO WHERE SLOPE TRANSITIONS TO 30%. 50' SEPARATION FROM EDGE OF FIELD TO 31 30% 25% SLOPE FROM 2.5' ABOVE EDGE OF FIELD LINEAR DISTANCE 128' TO SLOPE INTERSECTION POINT OF 25% AND 30% SLOPES SEE REQUEST FOR SEPARATION DISTANCE WAIVER TO >25% SLOPE. ELEV. 94.1' 4" PERF PIPE ELEV. FG r.Fr_FNn MONITOR TUBE ELEV. 100.5' ORIG. GRADE (OG) FINISH GRADE (FG) SEPTIC SYSTEM SLOPE PROFILE �,,a ' •'a3 Conventional Single Family Residential ° SEPTIC SYSTEM RECORD DWG. ' a 6CIRMON SPRING BROOK VISTA #1, BLK 2, LT 3 RECORD DRAWING This record drawing represents the the m a Norman K. Gutcher ;' °• CE -4919 ;°.� ,�9 as—constructed condition of %cs'j, o• F ° improvements documented above. Based on periodic visual observation and a•"`�i�, information obtained from the installer, this data appears reasonable and PRQF...... �'\ represents that the project was constructed in general conformance with current 18 AAC 72 regulations and ADEC policies. SCALE: 1:20 W0: 14-00797 ° " ALASKA RIM EMIN a UNG. INC. D,t!QL23/14 VU� SHEET 1 OF 1 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141449 Tax Code Number: 05009114000 Work Type: Septic Upgrade Permit Effective Dates: October 29, 2014 to October 29, 2015 Design Engineer: ALASKA RIM ENGINEERING Subdivision: SPRING BROOK VISTA #1 Site Legal Address: SPRING BROOK VISTA #1 BILK 2 LT 3 G:0252 OwnerfAddress: GRANLUND ROSE 12210 W PRINCE OF PEACE DRIVE EAGLE RIVER AK 995777539 Site Mailing Address: 12210 W PRINCE OF PEACE DR, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy All construction must be in accordance with: Lot Size in Sq Ft: 18442 Total Bedrooms: 4 N Private Well N Water Storage 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: The entire drainfield effective depth shall stay within the percolation tested soil layer and is not allowed to be in the organic soil layer above it. Received Issued By 1� MUNICIPALITY 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 APSL4M TIAL Parcel I.D. 050-®q1- (y �_ OCT 0 3 2014 Property owner(s) BARRY GRANLUND Day phone Mailing address 12210 W. PRINCE OF PEACE DRIVE, EAG;LI�/FR_.alc 49a Site address 12210 W. PRINCE OF PEACE DRIVE Legal description (Sub'd., Block & Lot) SPRING BROOK VISTA BLOCK 2 LOT 3 Legal description (Township, Range & Section) Lot Size 1$899 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) _ Absorption Field ❑X Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank ❑x Upgrade INDuplex (D) ❑ Holding Tank ❑ Renewal ❑ 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 ap icable Municipal Codes. ( tP�� a "—f� 9 e A- of property owner or authorized Permit/Rush Fees: Date of Payment: 0 6 y 30191 Receipt Number: I?I �(A? Permit No. 0S1�1' `j� 1 j Permit App_-'.:. 7L�c. Waiver Fees: Date of Payment: ( 3 Receipt Number: Waiver No. 0SP/ Ste/ Q/ October 24, 2014 Mr. James A. Crewdson, P.E. Municipality of Anchorage- Development Services Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519 RE: Spring Brook Vista, Addn 1, Block 2, Lot 3 Subject: Permit Request — Design Narrative (Revision) Dear Mr. Crewdson: ALASKA RITVI ENGINEERING, INC. ENGINEERS—PLANNERS—SURVEYORS 9131 E Frontage Rd Palmer, Alaska 99645 Telephone (907) 745-0222 Fax (907) 746-0222 Online at: www.alaskarim.com The owner of the above referenced property has requested a new septic system be designed to replace the existing septic system which in a state of failure. The new septic system will service the existing 4 bedroom residence. Soils A test hole was excavated on September 5, 2014 and logged by Lynn Jones E.I.T., Alaska Rim Engineering, Inc. The test hole was dug to a depth of 20 feet. The soils consisted of sand and gravels with traces of silt. No groundwater was observed after monitoring. Percolation Test For this investigation, two percolation test holes of two different depths were excavated, one hole was at a depth of four feet below ground surface level, and the second hole was at a depth of 5 feet below ground surface level. Results from the percolation tests indicate the soils to have an application rate of 125 ft2 per bedroom or 1.2 gallons per square foot. Test hole and percolation test locations are indicated in the site plan accompanying this permit request. Topography The topography of the subject parcel is basically flat with a steep slope off the west side. The new septic tank or new absorption field are setback from the edge of slope 50 feet meeting AMC 15.65. Drain Field Design The deep trench absorption field will be constructed parallel to the slope contour in conformance with municipality requirements. The current residence is a 4 bedroom dwelling with a design flow rate of 600 gallons per day. The prescribed application rate is 1.2 gallons/ft2. The required Alaska Rim Engineering, Inc. Page 2 Spring Brook Vista Addn. I, Block 2 Lot 3 Permit Request area is 500 W. We are proposing a 10 foot effective depth deep trench drainfield that will be 25 feet in length for a total of 500 fC. Replacement System The replacement septic field will be placed in a location along the northwest side of the residence and extend along the north edge of the property outside of the 10 foot separation distance from the property line and 10' separation distance from the foundation of the dwelling. Surrounding Properties There are no water wells within 200 feet of the proposed system. The subdivision is serviced by the municipal water system. Surface Waters There is no surface water within 100 feet of the proposed system. Drainage arrows on the site plan indicate the slope and direction of surface runoff. (see attached site plan) We do not anticipate any adverse effects on the neighboring septic systems, reserve areas or drainage patterns by the installation of the proposed wells and septic system. Should you have any questions or comments please do not hesitate to contact me by telephone or email chuck ,alaskarim.com or lynntcc alaskarim.com. We will respond as quickly as possible. Sincerely, Alaska Rim Engineering, Inc. Charles A. Leet, P.E. Project Engineer Fact: Permit Application Permit Fees Soil Log (1) — Percolation Tests (2) Site Plans (3) Cc: Client AK Rim File #14-00797 0 F A Zq 1lip 49* ;1, •* • i oo i 1 'Pj•• he Jos CE10480e• `• NOTES: 1. LOT SERVED BY ANCHORAGE MUNI 2. TRENCH WILL RUN PARALLEL TO F 3. HILLSIDE SLOPE < 25% AND > I 4. NO WELLS WITHIN 200 FEET OF S ABSORPTION FIELD 5. 10 FT SEPARATION OF SEPTIC FRI PROPERTY LINE. 6. CONTOURS ARE SHOWN AS SLOPE .....° �*........ .a.,.p C� Charles A. Leet e �� r CE 10480 v1�d D PROFESS10 " t Q�Ooo���od,�e1� I I NLIWATER SIdE SLOPE CONTOUR. FEET SEPARATION 'IC I SYSTEM OR RESIDENCE AND JE$. I I LOT 4 I I 5 A� 0 D„ AY( I I I I i I I LOT 3 ED 0 LOT 2 ALASKA RIM ENGINEERING, INC. P.O. Box 2749, PALMER, AK 99645 9131 E. FRONTAGE ROAD, SUITE 1 PH: (907)745-0222 : FAX: (907)746-0222 W' Ijt°P°""°' EMAIL: okrimalaskarim.com : WEB: www.alaskarim.com -- "E\ PO:E1 1 of 37 Engineers: Planners: Surveyors SCALE: 1„ = 1001 Conventional Single Family Residential SPRING BROOK VISTA ADDITION 1, BLOCK 2, LOT 3 ©2014 �� N°I• 2 pq° ry� ry pq° sRG TEST /B DEEP TRENCH ��_SEPARAn Di LYtLly8 R, OPTION SYSTEM CLLNOUT 'EROMPROPFYNECOQe aTHOLB P NORM P ROI R M / Try 1450 CALL (STEEL NEW) MONITORING TUBE SEPTIC TPN (NEW) V Q1 5 ph t,A'STg p5A W EXISTING 4 BDRM SINGLE Of FAMILY 5 DWELLIN N W �6 U 5 N6 L�W 5 SEPARA N TO O.E O_ py k5 LL O CLEANOUT W U GRAVEL DRIVEWAY 2 s a am e`Ope lkg esu I / NOTES: 1. LOT SERVED BY ANCHORAGE MUNICIPAL WATER 2. TRENCH WILL RUN PARALLEL TO HILLSIDE SLOPE CONTOUR, 3. HILLSIDE SLOPE < 25% AND > 50 FEET SEPARATION 4. NO WELLS WITHIN 200 FEET OF SEPTIC SYSTEM OR ABSORPTION FIELD 5. 10 FT SEPARATION OF SEPTIC FROM RESIDENCE AND PROPERTY LINE. 6. DRAWING DOES NOT REFLECT EXISTING DECK AREA. ALASKA RIM ENGINEERING, INC. q�poppp�d po QF A( �gU P.O. Box 2749, PALMER, AK 99645 c� P�• •-••••• •..,gfU�yY •° �(' UO 9131 E. FRONTAGE ROAD, SUITE 1 o �'t; •°.9 " °'""' PH: (907)745-0222: FAX: (907)746-0222 EMAIL: WEB: * 4 H * D� akrim@oloskorim,com : www.alaskorim.com • •°°•°° ARE WD: 14-00797 PAGE: 2 of 3 ••-°••• "°•°•°°°°°°°°°°°°' ^° Charles A. Leet d Engineer: Planners: Surveyors SCALE: 1 = 3C� ;'W CE 10480 iQQn�� Conventional Single .Family Residential ROFESSloNd�b�\�� c, SPRING BROOK VISTA ADDITION 1, BLOCK 2, LOT 3 40d0�0w �q w1 02014 DEEP TRENCH PLAN VIEW I 3 9 A PEAFORATfD Pg2 HOIE gEEVfAfXMI f� oaRro SECTION X—X TRENCH DETAIL = . UN05TURBEO i ENfIX a W1F : P4LE A y1NMYM Oi 4-h2T pF EMi11 MT11 (CR �MN�1� p g EONNAIENI) fKRe .iR60R(TCN gFfl. ONFINCN Of' WEgfEPx g�'GF011NGWAlFR p 'P%YIFOAM If (OR EO.) WT gE SIRSIIMEY fOP p!E fDOT OT FM7X LPlc4 uV fi A uWNuu pE Tdp RCI£4 OF INSIAATCN. !x.., ce)aaeo ,•��� M TRENCH SECTION MONITOR TUBE DETAIL Conventional Single Family Residential SEPTIC SYSTEM AS—BUILT Sheet 3 of 3 .EGAL )E CRIPTION, SPRING BOOK VISTA SUBD., ADDN 1 B2, L3 2ECORD DRAWING HIS RECORD DRAWING REPRESENTS THE AS—CONSTRUCTED CONDITION OF THE 4PROVEMENTS DOCUMENTED ABOVE. BASED ON PERIODIC VISUAL OBSERVATION NO INFORMATION OBTAINED FROM THE INSTALLER, THIS DATA APPEARS EASONABLE AND REPRESENTS THAT THE PROJECT WAS CONSTRUCTED IN GENERAL ONFORMANCE WITH CURRENT 18 AAC 72 REGULATIONS AND ADEC. POLICIES. Alaska Rim Engineering, Inc. Off ' 10/23/14 C°°PaTn.jq/24/14 No Scale IL RN� WS T.. w PDiNFA%E 1507 SEE ROLE 3 GEDlEX111E EAHM a LOIEfl 3 E ID91R%LE MEWEDWIN-PE160 a .' PIC U¢ul PwE. w/ wus oaml e°•''eO •e° :i. I �^ °e°.�••••✓� ° °°r sENEA ACX LOYPONC E 3 4' TO f-1 SEWER R0%..e°�?eE,Ae ° 8g gEWE6 H. RCCk •s .°e O o°g2•°89:°°.•°. iPoM 11 0 TRENCH DETAIL = . UN05TURBEO i ENfIX a W1F : P4LE A y1NMYM Oi 4-h2T pF EMi11 MT11 (CR �MN�1� p g EONNAIENI) fKRe .iR60R(TCN gFfl. ONFINCN Of' WEgfEPx g�'GF011NGWAlFR p 'P%YIFOAM If (OR EO.) WT gE SIRSIIMEY fOP p!E fDOT OT FM7X LPlc4 uV fi A uWNuu pE Tdp RCI£4 OF INSIAATCN. !x.., ce)aaeo ,•��� M TRENCH SECTION MONITOR TUBE DETAIL Conventional Single Family Residential SEPTIC SYSTEM AS—BUILT Sheet 3 of 3 .EGAL )E CRIPTION, SPRING BOOK VISTA SUBD., ADDN 1 B2, L3 2ECORD DRAWING HIS RECORD DRAWING REPRESENTS THE AS—CONSTRUCTED CONDITION OF THE 4PROVEMENTS DOCUMENTED ABOVE. BASED ON PERIODIC VISUAL OBSERVATION NO INFORMATION OBTAINED FROM THE INSTALLER, THIS DATA APPEARS EASONABLE AND REPRESENTS THAT THE PROJECT WAS CONSTRUCTED IN GENERAL ONFORMANCE WITH CURRENT 18 AAC 72 REGULATIONS AND ADEC. POLICIES. Alaska Rim Engineering, Inc. Off ' 10/23/14 C°°PaTn.jq/24/14 No Scale 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 99519-6650 wmN.muni.org/onsithe (907)343-7904 i(A Soils Lo llge Percolation Test .1 Performed For: SPIE LL J(ol` &s. iNc. Date Perfc Legal Description: 3106IN61 U609 ViS-0 ,_SUN), AI)Aj M. j Township, Range, Section: L07,3 Rt-ock 2- Slope rr� %arso([, r3rZoWN Sf}Np r C-kmj(�c t>� rp'�� D S1 t-:7- (3e) ,T(se) COMMENTS L'P) brLInt_v',j /tY &o-f-rold 0-r iirv�f�[L' WAS GROUNDWATER �� ENCOUNTERED? s IF YES, AT WHAT DEPTH? L Depth to Water After o P Monitoring? r U ' E Date::,0— \4 to 2LLl �zvwl char -s A. Lcet r^ CEl Jn de __ Reading Date Gross Time Net Time Depth to Water Net Drop 2q'i Yf) 12.2s, 0 16 I, 5;1r� 39,'30 13'2-0 Q 16 /,, .jq!oo �Zac) 1312-0 0 10" 12'0,SSVs' 12WI 0�1 /0 12119„3G% Ji,i� U6 rI // Jcireti ;2'20,25 12t36 -'2s 1D1Up %/, G1 6 o PERCOLATION RATE rZ, 2 fnirwt.sftch) PERC HOLE DIAMETER (7 - TESTRUNBETWEENLl FT AND �� FT PERFORMED BY: Nu ♦JL5 Lee,+ CERTIFY THAT THIS TEST WAS R i PERFORMED IN ACCOCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 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 99519-6650 wkw.muni.org/onsite (907) 343-7904 Soils Logj-Percolation Test Z Performed For: „SPI N61—L IIQM c .;- INC. Date Performed: Legal Description: ,;Serwyc- >w' 6,t 1/an saso,. APPA) MI I Township, Range, Section:_ LJ­r3 &ooc 2- Slope 1 Depth N l3c)r7erm OF -cam riVIC COMMENTS WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? Depth to Water After D P Monitoring?-- E Date: 1 (ENGINEER'S SEAL) s -OF i �`} Chart A. Let CE10460 Reading Date Gross Time Net Times 12- wj Tln � s , it Lr __ CsPJ SIL sffi�l� 14- 8 q l3c)r7erm OF -cam riVIC COMMENTS WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? Depth to Water After D P Monitoring?-- E Date: 1 (ENGINEER'S SEAL) s -OF i �`} Chart A. Let CE10460 Reading Date Gross Time Net Times 12- Net Drop /,'6fY0 q 13- w SIL sffi�l� 14- 8 q i 15--0 16- 17— CS ) l3c)r7erm OF -cam riVIC COMMENTS WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT DEPTH? Depth to Water After D P Monitoring?-- E Date: 1 (ENGINEER'S SEAL) s -OF i �`} Chart A. Let CE10460 Reading Date Gross Time Net Times Depth to Water Net Drop /,'6fY0 q .'2-', �J 0 it 12:1 1rsS 2220 2 Loo S,`-10 %6' 3 `� 2° :`1� 21h0'2S S': YO 2- PERCOLATION RATE J , (minuteslinch) PERC HOLE DIAMETER 4� TEST RUN BETWEEN FT AND _�S FT PERFORMED BY: Li NN ToME-' I=y\UV' s I�-C'�� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCO DANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: NICIPALITY 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 ----—� ---- �� �te%el PHONE/ ii�NEW NAME l.3i! ❑UPGRADE MAILING,ADDRESS y --'� LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well Absorption area Dwelling , PERMIT NO. DISTANCE TO: fj' 6 U P2 Manufacturer _ Material No. of compartments ~ Liq, capacity in gallons eWidth Liquid depth IF HOMEMADE: _ Well pDwellringn'th PERMIT N0. DISTANCE TO: O z Q Manufacturer Material Liquid capacity in gallons p DISTANCE TO: Well Foundation /j -C1 Nearest lot line r PERMIT N05 �- 7 w y M z No, of lines Length f each line Total length of lines Trench width Distance between �ines /-_ inches �� P 2 Q � To of the to finish rade - Total effective absorption area Material beneath file +� L inches Q Length Width Depth PERMIT NO. to 0Total a F- _ Crib depth effective absorption area Type of crib Crib diameter °- w w Well Building foundation Nearest lot line n DISTANCE TO:-� - -� Class Depth Driller Distance to lot line PERMIT NO. r r w Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: OTHER ------------ PIPE MATERIALS ,Cj r' / e)kf-7-Ge /, SOIL TEST RATING _ INSTALLER 1,V ///'t /%/ C✓ Vcit)[� f _ r REMARKS •4 a e�U ^ + - Mry� o yy00 I� /cacc.,.•o � Fltis . ����4 /A5 - d •Ser' r •�_ APPROVED DATE LEGAL 1, 1/74. 72-013 (Rev. 3/78) !3 /2 4 = L 1- C" 6, i3' e THE RFU UIRED SIZE OF THE NIX I, too WSRPlFlOH SYSTEM lS: ������^U,`' �'� ����]���-���`�� �� ������� ����^�� � THE |.EMGIII DlMENS}0N 1 AT IF LEVA Gl|| (IH FEET) OF THE TRENCH OR DRHINFIELD. TRENCH UR PlT IS, ll|F DlSTHNCE 8EOHUN THE SURFHCE OF THE CHI DEP[H OF R GkOUND HND THE BOTTOM OF TUE EXCRYRTlON (IN FEET). TH[RE lS NO SET @lDTH FOR TRENCHE5 DEPTH l5 T|!E GR8VEL BETNEEN THE OUTFHLL PIPF� THE GRRVEL HND THE ROTTOM OF THE EXCHVGll0N (I� FEET) A � 01 �3 [ R W ItRE17. �K 477 AW 2�� PERMIT 9PPLlCHNT HGS TH1-: 1;:!ESPONSl8l1.1TY TO lNFURM THlS DEPGRTMFFIT DURING TUE INSTHU.RTlOM TNSPECTIONS UF Pi Fly NBLS HDJOCEMT TO THlS PROPERTY HND THE M\!MBER 0F RESlDENCES 1H91 THE NELL NILL SERVE- �1`p 1 .1 < 72 7n 1: SYST"KQ-5-ZRAMS: f"Ahl"'T FRUNITI-H X NFEAN —�— BHCKFlLLlNG OF PAN 1; SYSTEM NIlHUUT FlNHL lKSPECTlCot HN0 HPPROVP[ Ely THIS |)EPHRTMENT KILL BF SUKUTCT TO PR(|5ECUT1 CH. MINlMUM DISTHNCE 13E111EEN H WELL HHD HNY ON~SlTE SEHRG5 DlSPOSHL SYSTEM IS BY FEET FOk R PRlVHlE NELL/ 0R 150 TO 280 FEET FROM O PUBLIC DIE, 1. DEPENDIPICA UPGN ll|E TYPE OF PU8LlC DIE! L UTHER REQUIREMENTS MHY RPPLY. SPEClFlCHTlONS GND CAM TR\|CTICNA DIRGR8MS HRE HVHl!'GBLF TO {HSURE PROPER Q�7111lHTlON. V�:' X -1 1740 :11 :;F: , : ::: -". kOG7V 071SQUIR" � : � : ii' :10.-"::��� ®r ERIC JO||NSOM ` O & E GE-O'T, HNICAL & ®EVELC. AENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl Ellis 694-2774 SOIL LOG 699-2290 Soils Er Foundations Land Development Performed for: Name: Tel. No. 6 Mailing Address:la, Az9y' 7;2;? _ �9<7� ;.,�_ �:{ Legal Description: S,p4,3�.��.�,,�r,e„,�G', Depth (feet] Soil Characteristics 0 1 2 3 4 ° 5� 6 7 8_ 9 L� 10� 11__. 12--,�v 13 14_ 15 16 `�Atii)tr 6=,(?A,,P (S;'C:J Y -t 6 '-? aa- ;�' . Ground Water Encountered: Yes-___--_— No?� If yes, what depth_�„o Proposed Installation: Seepage Pit-- Drain Field� ✓ Comments:` �' �!l?rt��u�un�` �?� eiv-'�'ti �a Performed by: �mr�_s%�_ --- -- Oate:�_lPr3 +�� /�i7Y A) v r---7-0 S,C—M r 4--- If = MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ` 825 L Street - Anchorage, Alaska 99501 • ENVIRONMENTAL ENGINEERING DIVISION Telephone 264.4720 REQUEST FOR APF'ROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES ' DIRECTIONS: Complete all parts on page 1. Incomplete requests will not he processed, Please allow ten (10) days for processing, 1. PROPERTY OWNER PHONE 694-9734 Eric S. Johnson KYL SINGLE FAMILY MAI LING ADDRESS Post office Box 722 99577 PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE MAI LING ADDRESS DESCRIPTION Lot 3 Block 2 Spring Brook _ -- - - - Subdivision STREET LOCATION Prince of Peace Drive 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS ❑ One 121IX Four ❑ Other KYL SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY `L' -X INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled Rk COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM Xrt* INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date_ If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 5. LEG THIS SIDE FOR OFFICIAL USE ONLN INSPECTION APPOINTMENTS DATE RECEIVED ' TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE El PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑Holding Tank Size: 1,a50 If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL �^ 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS EI --'APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE 16 BY (Title) LEGAL DESCRIPTION rz-u -Iu (Nev. s//al AICIPAL_i1Y OF ANCHORAGE. C� Department ol. Health and Envir-onmental. Protech-( n Piz)0,7-7— v t(,f9a 225 L Street,:nchor.age, i�las)ca 995 01 2 6 A 11720 Request: for Approval of Lldivicluh. sewer and GaaLcr I'aci_1_i.L.cs 7.. Propel- t y Owner : Lam_ -- --------1 a ------------------ - -- - -- Mai.tinq 2. Name of Buyer: Mai_1:i-ng Address: Phone: 3. Lend.:i.ng ]:nsLi.tuLi-orl: - -- _-_ 1,4ail_ind Address: Phone: A. Realtor/Agent: Phone: PIa1.11nCY ilddre:>s: --- 5. Legal. Doscr_ iLlt.:i.on: Lui t r e e t Location_ -------------- 6. Single Fami_1y Residence: ) Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 7. wai:cr SLI pPl't7: ]:ncl .v:i chial. Well ( ) P1_ibl. i.c/Comnlun i_ty System ) If Individual well, wel_1 depth if community System, n8.me of system��__--- 8. Sewage Disposal_ System: 'On-site System XL Public System ( ) If Orl-s1_te System, date of installation: *NOTI's: A j=jo1.1 1_og is required on ALL wells drilled since 6/75. * If: on--s:i.te_ sewer_ system is over_ L=r�o (2) years old, an adequacy test is rec{aired by this department. A fec> of: $7.5.00 must- accomPany each request be Lore processing can be i-ni-t_i-aced. 3/77 FROM R E i i:Eth rloc r N Sesser and Water T 0 SUBJECT Lot 3 Block 2 Spring Grook. Subdivision DATE 9-23-78 Lot 10 Block 3 Spring Brook Subdivision MESSAGE The attached paperwork in in need of a refund. The systems are 1978 (new construction) and the water is community, which is zonitered by us monthly already. Where is no need 68r us to go out to make an on --site inspection. Please make the necedavyy arrangements for the refund. RETURN TO SIGNED u` J, ward Sewer and Watelr Section REPILY SIGNED DATE Redif9rrn®4$ 4]� SEND PARTS 1 AND 3 WITH CARBON INTACT PMY PAK (50 SET5) W n1 PART 3 WILL BE RETURNED WITH REPLY.