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US SURVEY 3201 LT 20 T10N R1W SEC 9
U55 3201 Lot 20 #090-021-13 YUI Nlunlcipaimy v, r 11iviayc r�ST Water Wastewater Program ° (907) 343-7clOEB 0.2015 Page 1 of 3 On -Site and ON-SITE WASTEWATER INSPECTION REPORT 090-021-13 Permit Number: OSP121158 PID Number: Du Multiple ( SF and/or D) Project: E] New FE-1upgrade ( p ) Q Dwelling: � Single Family (SF} F1lexD Name: ABSORPTION FIELD PETER BRONDZ ❑ Deep Trench ❑ Shallow Trench (] Bed ® Mound Address HC 52 BOX 8609 INDIAN AK 99540 __0 Other Number of Bedrooms Soil Rating 3 - CAT -a Total depth from original grade Phone 3 5rAV - C GPDISF x'0.7 Ft. Depth to pipe invert from original grade Gravel depth beneath pipe LEGAL DESCRIPTION +1.7 Ft. 0.5 Ft Subdivision Block Lot US SURVEY 3201 20 Fill added above original grade Gravel length Township Range Section 5,1 Ft 25 Ft 10N 1W 9 Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 12 Ft 3 5 Ft. Total absorption area Number of trenches Dist. between trenches To Septic Absorption Holding Sewer Lift Station Tank Field Lift Line 800 Fe NA INA Ft From TANK ❑ Septic S.T.E.P. ❑ Holding ❑ Other ' >100' NA >25' Well >100 >100 Manufacturer P h' EXISTING Gal. Surfaoe Water >100' >100' >100, NA Material Number of compartments Lot Line >5' >10' >5' NA NA LIFT STATION Foundation >54 >10' >5� NA Capacity Manufacturer P Gal. Curtain Drain >59 >50' >50` NA Pump on level at Pump off level at High water alarm at Remarks EXISTING DRAINFIELD ABANDONNED EXISTING STEP TANK USED AND RETROFITTED in. in. in. WITH QUANICS AEROCELL POD Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank Tank to SCH40 drainfield Installer ISAAC'S CONTRACTING Drainfield SCH40 CO/M't 3034 Inspector LARS SPURKLAND, ANSON MOXNESS BENCH MARK (Assumed elevation)100 ft Location and description Inspection 16' 8/6/13 2"° 8R/13 dates: BOTTOM SIDING NW HOUSE CORNER 3ntl 913/13 4 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Enginers,Stamp Conditional Approval: Date` :YN; I14t.n s•ass:l��a6�o[APae6�awv ,�Y, as�s�oo a9aY090909b6000 1.. ", Ttit ODG3E F. mooRF i we CE -3589 ' Approved4" Date Inspection Repo _-1-12.docA /'74 '7 T yfr")ved 131;2111�, glxco� &,Me� GARNESS ENGINEERING GROUP, Ltd -- - -- - --- ENGINEERING o SALES CONSULTING - --- - March 13, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650. Anchorage, AK 99519-6650 (907) 343-7904 QuanIcS_ � 0 Advanced TreatrnentSyscc�m r_c+::rcd D - - Ref: US Survey 3201; Lot 20 (218 Stellar Jay Lane, Indian, AK) Memo concerning converting CAT III AWWTS to CAT II AWWTS septic system To whom it may concern: The permitted septic system was installed on the referenced property on 8/6/2013-93/2013 and was started up in 8/13/2013. ARM Septic Services, LLC has checked the monitoring tubes in the drainfield on 2/21/2019 and found them to be dry. In order to simplify the overall operation and maintenance of the system, we are proposing that this unit be permanently configured as a CAT I I system. Our justifications are as follows: • The receiving soil had percolation rates that ranged from 7.3 minutes per inch per Lars Spurkland, P.E. Given this percolation rate, a 3.0 gpd/sq.ft. application rate is required for a Cat II system. The residences on this property have a total of 3 bedrooms, so 150 sq./ft. of absorption area is required for a CAT II system (450 gpd / 3.0). The 2013 drainfield has 300 sq./ft. of absorption area per the Theodore Moore, P.E.'s inspection report. In short, the drainfield meets the Cat II absorption area requirements. At this time, we request that your department approve a CAT II configuration be used at the referenced property. Upon your concurrence, we will have ARM Septic Service, LLC, either leave the Jandy va� actuator in the discharge position; or have them completely remove the inte9pal acIpatof b�qn. We will also have them place a CAT II sticker on the control panel. , PSE., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com From: ARM Septic Services LLC <armservicesak@outlook.com> Sent: Tuesday, March 05, 2019 9:54 AM To: Jody Maus Cc: Jeff Garness Subject: 218 Stellar's Jay Lane - CAT H Conversion Jody, In regards to Quanics Unit #110 on 218 Stellar's Jay Lane (US Survey 3201, Lot 20, T10N R1 W Section 9). The system is currently CAT III and utilizes an internal jandy valve. The owner (Peter Brondz) approved a CAT II conversion with ARM via a phone conversation on 2/27/2019 and the drainfield was dry during our last maintenance on 2/21/2019. Let me know if you have any questions. Thanks. Landon Bruce Septic Technician/Consultant ARM Septic Services, LLC Ph: (907) 688-9433 Cell: (907) 230-2383 Email: ARMServicesAK@outlook.com Website: www.ARMServicesAK.com Facebook: www.facebook.com/ARMServicesAK/ Ll I municipality ur n --tl— —fie 1 of 3 On -Site Water and Wastewater Program • (907) 343-7J0 9 2015 9 ON-SITE WASTEWATER INSPECTION REPORT Number: OSP121158 PID Number: 090-021-13 g; Q Single Family (SF) ❑ Du D SF and/or D) Project: ❑ New Fol Upgrade Duplex O ❑ Multiple ( PETER BRONDZ HC 52 BOX 8609 INDIAN AK 99540 US SURVEY 3201 3SORPTION FIELD ❑ Deep Trench ❑ Shallow Trench n Bed ® Mound 3 5 - AW WTS CAT I II GPDISF Depth to pipe invert from orig0.7 inal grade Gm Block Lot +1.7 Ft. 0.5 20 Fill added above original grade Gra Section 5,1 Ft. 25 9 nr .[ wutth Beds: Number of Lir EPARATION DISTANCES 12 Ft. 3 To HoldingSewer Total absorption area Num Septic Absorption Lift Station rom Tank Field Tank Line 300 Ft' NA >100' NA >25' TANK ❑ Septic ❑ S.T.1 Well >100, >100' Manufacturer EXISTING at Surface water >100' >100' >100' NA NA Material Lot Line >5' >10' >5' NA LIFT STATI( Foundation >5' >10' >5' NA Manufacturer Curtain >59 >50' >50' NA Remarks EXISTING DRAINFIELD ABANDONNED Pump on level at EXISTING STEP TANK USED AND RETROFITTED Pump make and WITH QUANICS AEROCELL POD Installer ISAAC'S CONTRACTING at MATERIAL House to tank Drainfield SCH40 5 NA or LARS SPURKLAND, ANSON MOXNESS BENCH MARK (Assumed elevation)100 section Location and description dates: 1m 616!13 2"° 8(7113 3" 913113 a'" BOTTOM SIDING NW HOUSE CORNER Engin. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Approval: pipe water alarm at performed by drainfield SCH40 C01MT 3034 it Date �" • ( A „ °. a�83 d14i9!`F wGi.�b.GR®9FaiX Date TKODCA r. MOOR€ .p C1 - 3599 PA SS .' ry0 Wed e � BANDONED EXISTING DRAIN LD PER UPC REQUIREMENTS \ 0v� UPGRADED 3-80ROOM SEPTIC SYSTEM EXISTING 1250 GAL STEP TANK / INSTALLED QUANICS AREOC£LL AND CONTROL PANEL MOUNDED 80 LENGTH 25 FEET MOUNDED BED WIDTH 12 FEET LEVEL EXCAVATION DEPTH I FOOT COARSE FILTER SAND 1 FEET SEWER ROCK 0.5 FEET INSULATION 2 INCH It SLIVER ROCK 0.5 FEET SWINGRES A FR C 35.0 70.0 D 45.0 80.0 E 41.5 71.5 F 48.5 80.0 G 41.5 75.0 Well LOT 20 SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM ASRUILT 203 W 157H AVENUE PETER NOUN BATE, FEB 2 2013 ANCH. AK, 99501 HC 52, BOX 8609, BIRD CREEK, 99540 SHEET., 213 GRID. 4660 (907) 279-3916 PERMIT # 0SP121158 PID # 090-021-13 11SSURVEY3201L20SC500-ASBPV6 � � T I� TH+-FLATTOP TECHNICAL SERVICES 712312003 US S UR V E Y 3 2 01 LL \ NOTE.• THIS is NOT A SURVEYED PLA r& SEPTIC - a ¢. LOC417ONS TAKEN FROM ON-SITE WATER ANDWELL WASTE WATER ..,,:•.•••2•�s� DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE.•so 62 a 25 0 25 50 75 100 125 150 d��3 SCALE 1' = 50 FT BENCH MARK ASSUMED ELEVAWN- 1OC.DO }7 SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM ASRUILT 203 W 157H AVENUE PETER NOUN BATE, FEB 2 2013 ANCH. AK, 99501 HC 52, BOX 8609, BIRD CREEK, 99540 SHEET., 213 GRID. 4660 (907) 279-3916 PERMIT # 0SP121158 PID # 090-021-13 11SSURVEY3201L20SC500-ASBPV6 12 X 25' BED: 12' Wide 25' Long 0-2' Excavation Depth (b9s) 2' Foot Filter Sand 0.5' Rock (effective) 2' Insulation 2' Cover (mdn) EXISTING Silt Barr Monitor 106.9' jni�J©J©j ` �I■IIT, TOP SAND EIEV 10-2.5' :O NOTE.AVERAGE EG f1EV \� �1 fG f1EV 1 H2O ELEV NO SCALE Monitor Quanics AerOCell���'? 650 Treatment Unit —w/ Internal Jandv Valve -Q, N rs 4' 0.5 ft of Septk Rock/// �-- 2 ft filter sand Wfacr%v8 1 H2O 3' RES 2' Recirculation Line 1.25' Supply Line 2' Insulation �8- F—Sim/tech filter EXISTING 1250 GALLON STEP TANII SPURKLAND ENGINEERINGUS SURVEY 3201 LOT 20 (� SEPTIC SYSTEM ASBUILT 203 W15th Ave PETER BRONDZ DATE: FEB 2 2013 Anchorage Ak 99501 HC 52 BOX 8609, BIRD CREEK, AK 99540 SHEET, 3/3 GRID: 4660 279-3916 (I PERMIT # OSPI21158 PARCEL 177 # 090-021-13 USSURVEY3201L20B30-askOV6 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: OSP121158 Tax Code Number: 09002113000 Work Type: Septic Upgrade Permit Effective Dates: August 10, 2012 to August 10, 2013 Design Engineer: SPURKLAND ENGINEERING Subdivision: US SURVEY 3201 Site Legal Address: US SURVEY 3201 LT 20 TION R1 W SEC 9 GA659 Owner/Address: BRONDZ PETER M HC 52 BOX 8609 INDIAN AK 995409602 Site Mailing Address: Lot Size in Sq Ft: 108900 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must 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 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. C41 re v.sas k�,a A W w TS. Received By: `/J - *//0/ I L MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. _ C `l C - 0 21 - I Propertyowner(s) PE -fee, tRrr,-17 Dayphone (D53 -1Z -7Z Mailing address PC 5A &x $609 l�n:t GC -pa AK 915`i0 Site address Legal description (Sub'd.,Block&Lot) U_ _5 SurzvE *32o1 L�yZd Tiom r2 IW See 9. Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms —�)— THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (® all that appy Absorption Field Initial El Septic Tank Upgrade R. Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal Codes.. property owner or Permit/Rush Fees: Waiver Fees: Date of Payment: Date of Payment: Receipt Number: _ Q/[i( ' ReceiptNumber: Permit No. Waiver No. G:1BuildingWn SlteTormsUlent Forms%Permk App_010411.doo (Rev. 1111) col &_AL SpuftNnd Eimgomeerodng Environmental Consulting and Design SEPTIC SYSTEM DESIGN US Survey 3201 Lot 20 Municipality of Anchorage July 30, 2013 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Septic System Installation Permit US Survey 3201 Lot 20 Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The existing septic system is no longer functioning adequately. The proposed system will serve a 2 - bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: Groundwater observed at a depth of 3 feet below ground surface (5/18/2012). Soil Rating. From Test hole 5/11/12 7.3 min/in = 5 gal per sq.ft/day No. of Bedrooms 3 Use with Quanics AeroCell Required Area per Bedroom: 15015 =30 sq.ft. Minimum area required: 30 x 3 = 90 sqft Use 12' x 25' mounded bed absorption field System: A 1250 gallon STEP tank (installed 2003) retro fitted with an Quanics AeroCell treatment pod & associated plumbing, new control panel basin a 12' by 25' mounded absorption bed (300 sq. ft. ) Soils: A test holes was excavated on May 11, 2012. See the attached soil logs. Groundwater was observed at a depth of 3 feet below ground surface on May 18, 2012. Surface Water: No surface waters were observed within one hundred feet of the proposed septic system upgrade. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net CO k,j& SpurrM and Eimgo (Mrromg MacZZEnvironmental Consulting and Design Topography: The ground level slopes down towards the south at approximately 5-10% grade in the area of the proposed absorption field. Waivers: None The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, A�09 Lars purkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net ABANDON EXISTING DRAIN £[D PER UPC REQUIREMENTS \ \ n ♦ \ Well y / UPGRADE 3 -BEDROOM SEPTIC SYSTEM y0 EXISTING 1150 GAL STEP TANK / INSTALL QUANICS AR£OC£LL AND MA17VAL PANEL .D BED L£NGHT 25 FEET .D BED WIDTH 12 FEET TION DEPTH I FOOT FILTER SAND 2 FEET ROCK 0.5 FEET 70N 2 INCH ROCK 0.5 FEET LEvn in LOT 20 Well THE -FLATTOP TECHNICAL SERVICES 7123120 ♦ USSURV E Y 3 2 0 1 At NOTE.• THIS IS NOT A SURVEYED PUT. WELL & SEPTIC % .•? ,,,..9th •..•...•..•: LOCATIONS TAKEN FROM ON -SIT£ WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE •••• •••. •• ••• •'•.'..':..�.'j APPROXIMATE. S SPURKLAND ♦�; ��✓J, :, No. E iLSDD ti,Ar .�� 25 0 25 50 75 100 125 150 •��' .. � •• • SCALE, • 1' = 50 FT, BENCH MARK ASSUMED ELEVAAON 100.00 FT SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE PETER BRONN DAT£, JUNE 28, 2013 ANCH AK. 99501 (907) 279-3916 HC 52, BOX 8609, BIRO CREEK, 99540 SHEET, 213 GRID, 4660 PERMIT M 17SP121OXXX PIB If 090-021-13 USSIIRV£Y3201L20SC50Q.OW6 12 A 12, Vi Monitor I SPURKLAND ENGINEERINGUS SURVEY 3201 LOT 20 SEPTIC SYSTEM DESIGN I 203 W15th Ave PETER BROJury 30, DATE: 30, 2013 Anchorage Ak 99501 MC 52, BUX 8609, BIRB CREEK, AK 99540 SHEET: 313 GRID] 4660 279-3916 11 I I PERMIT # OSP111OXXX PARCEL IB # 090-021-13 USSURVEY3201L20B3Q.BVG LOT 19 *y LOT 14 U S S U R V E Y LOT 29 N07F.* TNS 6 NOT A SURVEYED PLAT. WELL & SEPTIC LOCA770W WEN FROM ON -SIX WATER AND WASTE WATER DEPARTMENT DOCUMEMWWN. ALL LOCA77ONS SHOW ARE APPROXIMATE. LUT 13 3201 LOT 21 10' WO' ESkT 50 0 50 100 150 m 250 300 SCALE, 1' = 100 FF. SPURKLAND ENGINEERING US SURVEY 3201 L07'Z0 I (SEPTIC SYSTEM DESIGN 203 V 15TH, AVENUE PETER BRVNWZ BA lEr JUNE 18, 2012 ANCH, AS239 6 9501 HE .72, BOX 860Y, BIRB CREEK, AK 99140 SHEEP 113 CRIB., 2322 L 1 (907) O PERMIT # 8SP111OXX PIP # 090-021-13 USSbRVEY3201LEVSC100,BV6 Wad \v / 6 � 5 ABANDON EXISTING DRAIN fLD PER UPC REQUIREMENTS N`':.: t•A/ 2 _ UPGRADE 3-8£DROOM SEPTIC SYSTEM g0 EXISTING 1250 GAL. STEP TANK / INSTALL AX20 AND CONTROL PANEL INSTALL PUMPSTATION MOUNDED 80 C£NGHT MOUNDED BED W/D 1 fE£T Icvcc EXCAVATION DE COARSE FILTER SAND FEET Ql f l 5� SEWER ROCK 0.5 F£ [ r INSULATION 2 INCH SEWER ROCK 0.5 FEET Well LOT 20 / \ \ \ ¢ Well rHx-FLATTOP TECHNICAL SERVICES 7/23/2003 � U S S U R V E Y 3 ................. OF `q�� i 0 th ' •�� NOTE.• THIS IS NOT A SURVEYED PLAT. WELL R SEPTIC • ... ... s LOCATIONS TAKEN FROM ON-SITE WATER AND WA ST£ WATER % •• • • •• • -•• DEPARTMENT DOCUMENTATHIM ALL LOCATIONS SHOWN ARE MO.- ... •'•• •• • ••••' APPROXIMATE. - SPURKLAz No. C -11500 � 25 0 25 50 75 100 125 150 �•�"• SCALE. 1' = 50 FT. IN0NMI s BENCH MARK ASSUMED ELEVATION 100.00 FT SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM DESIGN A2n03C}LWg1K5TH.. AVENUE PETER BRONBZ DATE+ June 18, 2012 AR 279 939161 HC 52, BBX 8609, BIRB CREEK, 99540 5HErr. el .l wilt 48e0 PERMIT If BSPIRIOXXX PID K 090-021-13 USSIIRVEY3201L20SC50,BV6 30 X 15' BED, NT.S 15' Wide 30' Long 0-2' Excavation Bepth (bgs) 2' Foot Fester Sand a5' Rock (effective) 2' Insulation 2' Cover OWN NO SCALE EXISTING SNt Barr a5 ft of Septk Rock Effective Monitor — 2' Insula tion 2' Cover N. TS } 2 ft Ffiter sand L 4' L H2O 3' iL Pump vault ff:3--01 Exlsting 1250 gal Septic tank r Pump vault 111 rAx2 EXISTING 1250 GALLON STEP TANK SPURKLAND ENGINEERING I I US SURVEY 3201 LOT 20 I I SEPTIC SYSTEM DESIGN 203 W15th Ave DATE, JUNE 18, 2012 Anchorage Ak 99501 PETER BRONDZ 279-3916 HC 52, BOX 8609, BIRB CREEK, AK 99540 SHEET, 3/3 GRID, 4660 PERMIT H OSP111OXXX PARCEL ID X 090-021-13 HSSURVEY3201L20B3,DWG Well �G N. UPGRADE J-BEDROOM SEPTIC SYSTEM c� EXISTING 1250 GAL STEP TANK INSTALL AX20 AND CONTROL PANEL INSTALL PUMPSTATION V E MOUNDED BED LENGHT MOUNDED BED WID I FEET LEVEL EXCAVATION DEP 0-a COARSE FILTER SANG Ff£T ar is p SEWER ROCK 0.5 ap b ` H INSULATION 2 INCH A� SEWER ROCK 0.5 FEET Ftp/�rHI mean a Well ABANDON EXISTING DRAIN I£LD PER UPC REQUIREMENTS LOT 20 \-� Well THS-FLATTOP TECHNICAL SERVICES 7/23/2003 USSURVEY 3 2 01 NOTE. THIS IS NOT A SURVEYED PLAT. WELL k SEPTIC .. .........th.......... .::...../ LOCATIONS TAKEN FROM ON-SIT£ WATER AND WAST£ WATER / / DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE /••• •• •••• •••• •••••••••••:•E ••j APPROXIMATE. SPURKLAND •g ♦� �� No. c usoo ti,AF • 25 0 25 50 75 100 125 150 ��'•••.i IL•.••'••i SCALE, 1' = 50 FT. BENCH MARK ASSUMED ELEVATION f06lOO FT SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM DESIGN 2AN03CMV 15TH. AVENUE PETER BRONBZ BATE, June 18, 2012 MR. AM HC 52, BOX 8609, BIRD CREEK, 99540 SPttY+ rr1 tmtm 4660 PERMIT If 17SP121OXXX PID # 090-021-13 USSURVEY320IL20SC50.BV6 JV X 15' BED+ N.T.S 15' Vide Ax20 30' L �g L ,°. Pump vault 0-2' Excavation Bepth fts) m 2' Foot Filter Sand 0.5' Rock !effective) 2' Insulation M O 2' Cover (nin) a t b Existing 1250 gal Septic tank NO SCALE O OAV ���- •.�i',...f • 4 th �.. ,}1.............� f LA S SPURKLAND•••••••mo ffl�rj '. 'tip No, E-11500 f1 •..?19 Za17 '��40, ••f,�Oq���••� Monitor 2' Insulation 2' Cover VL r Pup vault EXISTING GRAD SNt Barrie Ax20 I � // N. TS 4' 0.5 ft of Septic Rock / EffectlVe P ft fOter sand -L N20 3 B.GS EXISTING 1250 GALLON STEP TANK SPURKLAND ENGINEERING US SURVEY 3201 LOT 20 SEPTIC SYSTEM DESIGN 203 Ave Anchorageorage Ak 99501 PETER BRONDZ DATE: JUNE 18, 2012 279-3916 NC 52, BOX 8609, BIRD CREEK, AK 99540 SHEETi 3/3 GRID+ 4660 PERMIT N 971110XXX PARCEL ID ✓t 090-021-13 USSURVEY3201L200BV6 Municipality of Anchorager (�wNEER'&.tw +' l+ Development Services Department Building Safety Division :'^ T �r Onsite Water and Wastewater Program `t 4700 Elmore Road I P.O. Box 196650 Anchorage, AK 99507 • • • • ' ' ' ' www.ci.andmmce.ak.us �! R . SPURKLAND;1, 10 (907) 343-7904 % 15 0 Soils Log - Percolation Test Performed For: Peter Brondz Date Performed: Legal Description: US SURVEY # 3201 LOT 20 Township, Range, Section: Slope Site Plan 1 7 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- Depth n SI it (ALI(,M) WAS GROUND WATER ENCOUNTERED? YES _ S B. O G IF YES, AT WHAT DEPTH? 3- L Depth to Water Afterr P Monitoring? E Date: .JI9 12 Reading Date Gross Time Net Time Depth to Water Net Drop 5/11112 11:00 AM 0 MIN 12.25" 11.0625" 5/11/12 11:10 AM 10 MIN 12.375 1.1875" 11" 5111/12 11:20 AM 10 MIN 12.3125 1.375" 10.9375' 5/11/12 11:30 AM 10 MIN 12.375 1.375" 11.0625 5/11/12 11:40 AM 10 MIN 12.375 1.3125" 11 5/11/12 11:50 AM 10 MIN 12.375" 1.375" 11 5111/12 12:00 PM 10 MIN 1.375" PERCOLATION RATE 7.3 (mina esAnm) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 1 FT AND 2 FT COMMENTS PRESOAKED PERFORMED BY: Lars Spurkland I A? CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL N S IN EFFECT ON THIS DATE. DATE: 5/18/2012 Environmental Consulting and Design Single Family On-site Wastewater Disposal System Construction and Material Specifications Subject Property: US Survey 3201 Lot 20 Date: June 19, 2012 General: 1. The owner shall contract with a contractor to perform the work outlined in these specifications and plans in accordance with the attached MOA permit. There is not contractual arrangement between the contractor and the Engineer. The Engineer shall be the owner's representative and will inspect the work to document the contractors activities. Final acceptance of the contractors work nests with the owner and the MOA. 2. The scope of the project includes the procurement and installation of a 3 bedroom on-site wastewater disposal system at the location depicted on the attached site plan drawings. The scope of the work also includes the installation of a an AX -20 treatment pod, a lift station, and a drain field comprised of 1 bed, 15 -feet wide x 30 -feet long, 1.0 feet deep, with 2.0 feet Filter sand and 0.5 feet of septic rock below the distribution piping. The location of the drain field is shown on the attached site plan drawings. The total depth of the field will be 1 foot above the existing ground surface. All components of the proposed septic system must be constructed a minimum of 50 feet from any surface water and 100 feet from water wells in the area. A minimum of 2 feet of earthen cover is required over the septic tank and a minimum of two feet of cover is required over the drain field. In addition to the required earthen cover, 2 -inch thick, 40 psi, direct bury board foam shall be installed directly over all installed piping. 3. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the Municipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) policies. 4. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system, and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. S. The property owner shall be responsible for final grading any depressions formed from settlement of backfill material. The property owner is also responsible for vegetation of all areas disturbed by septic system installation activities. 6. Contractors installing wastewater disposal systems must be certified to do so by the MOA DSD, On-site Water Wastewater Program. Property owners installing their own systems must receive advanced approval from MOA DSD prior to system installation activities. 7. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Refer to "Standards and Specifications for Component Parts and Materials Used in the 203 West 15`h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net k-- SpaftWmd Engonearmmg Environmental Consulting and Design Construction of On-site Wastewater Disposal Systems", Dated December 2000, as provided by MOA DSD, On-site Water and Wastewater Program. Septic Tank Installation: 1. A new septic tank, of the size specked in the design drawings, shall be procured from a qualified manufacture/supplier if the existing septic tank is found to be defective. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. 4. All standpipes on the tank shall extend a minimum of 12inches above the final grade. S. Tanks installed with less than 4 feet of cover shall be insulated. 6. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. 7. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be sufficiently compacted to prevent future settlement of the soil. 8. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings. 9. A cleanout shall be installed 1 to 4 feet from the foundation. 10. Post tank cleanouts shall be installed per MOA requirements. Does not apply to pressurized lines. 11. In areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. 12. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. 13. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. 14. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained where required by the MOA. . 15. The contractor shall verify that the septictank/lift station is a minimum of 100 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. 16. The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code. Drain field Construction: 1. The drain field shall be excavated to the dimensions outlined in the design drawings. If any discrepancies are noted, contact the engineer immediately for clarification. 2. The drain field shall be installed parallel to slope contours. 3. The bottom of the drain field shall be within 2" of level. If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified prior to the placement of filter sand or drain rock. 4. The drain field must be a minimum of 5 feet from the test hole excavation. 203 West 15u' Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net &,,-& BwMaimd Elmo 0imimewoIng Environmental Consulting and Design 5. Distribution pipe is to be installed level with perforations facing downward, atop a level bed of drain field rock. Septic rock shall then be placed atop the distribution piping to provide a minimum of 2" of cover, level across the entire width and length of the trench, above the piping. 6. A silt barrier must be installed at between the final drain rock and the native soil backfill. The silt barrier shall cover the entire drain rock surface. 7. Monitor tubes must be 4" in diameter, installed in the locations depicted on the design drawings, and extend a minimum of 12" above final grade. The portion of the monitoring tube below the septic rock must be perforated and the portion above the drain rock shall be solid. 8. Backfill over the final gravel layer must not be less than 2 feet. Insulation must be installed when the backrill depth is less that 3 feet. 9. Drain field back fill shall be mounded to prevent depressions from forming due to subsequent settlement of backfill material. 10. The contractor shall verify that the drain field is a minimum of 100 feet from any residential water well, 150' from any class'C well and 200 feet from any community water wells. Additional separation distances must also be maintained. Inspections: 1. A minimum of two inspections are required by the Municipality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. 2. The first inspection must be conducted after the excavation of the drain field and before the placement of any gravel. The septic tank may be set in place, but may not be backfilled. 3. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, stand pipes, cleanouts, and insulation, but before the placement of any backfill. 4. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the engineer for the use in preparing the record drawings. S. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice is required prior to the start of construction. If necessary, a preconstruction meeting will be held on-site. 203 West le Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEENIPALITY ANCHQRAGE AND �_ L. THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of _� to of 2C�Jay and between ��-� I r �� herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Nva �CNI? G(V&47� at r/i(/ 1� �� -/r�,'t�nc�rage,Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS that Includes the installation or removal of any parts, components or pieces not included in the origie.al constriction permit and design. Prior to performing any alterations to an AW WTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an A W WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an A W WTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 .3. Fee. Owner shall pay to Municipality an annual fee of 2e__7_© ($= 00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations. Installation and Removal of Additional Eauipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer f�e�tz--� C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: i By: Title: Date: ss. The foregoing instrument was acknowledged before me this � day of AVAu J 2019n by IF. 4-c v 5rz—&:5 NOTARY PUBLIC FOR A� QO\\\\��11-yo!v My Commission expires: �A l S' `Q�co F isrft 0 Municipality of Anchorage ;,;� •••. Development Services Department Building Safety Division Onsite Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page / of Q www.d.anchorage.ak.us (907)343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW 0 3 o Z Y PID Number. 0,9 O— O Z/ _ 13 L--d Name, PC�Y�' l3rtan di. Wastewater System: Y ®New El Upgrade `ddfefs. H c S 2 136x 456o9 S.f oltoq 9!s'`r ABSORPTION FIELD pp4r.0 Nurrtarue•Creoms: 9:rS3 - 7 Z T Z V Deep Trench D shallow Trench O Bed 0 Moura O Othr. LEGAL DESCRIPTION Sal Ratan¢ 0•'t6 Total Depth Ir" oritnal trade: P rr? CO. 9 Ft. BYck Lot Subdivision 20 us 920/ Depth to pipe bottom ham original grade: 40 - Gn V[ depth breath pIp•: Ft. .S•Q FI Township Range: Secfiorc Fit added above orlginat GravI Lengd 'h: • fl. too Ft. Well: Evil t F-1 New Upgrade �"el width: 2.,f Numberoftnes: Distance ween Ones: bet Ft. 2 / 2 Ft' C.ass.f,ution (Pma:e• 0. B. Or Total Deptft Cued lo: Taal sbwptiorh area: Pipe 6lateriat p � SO? y FI. it 1000 FIs Sc4hedpd Avo PVC Osler. Date Drilled slaGCwaterLrat Insta.7er: Call rao<( Data Instated fk 1 7 / 2 3 /0 3 Y.eld: Pump Set atcuing Meipaabove crena TANK GP61 FL fl SEPARATION DISTANCES ❑ septic ❑ Holding ® S.T.E.P. ❑ Other. To From Septic Tank Absorption Field Lift I Station Holding Tank PublidPrivat Sewer line Ma"' =uror An r-h a ro a 7 q.7 it- capaaty. 1250 Gal. Wet iyY/t 1•y.t >1St�t � >� 6latenat � ST11-IC� Numter of Companr..ents 2 surface Water /fie >a > rhe — LIFT STATION Lot Lra 6J_ e a D e 6S i Sao. TA fYi Gal Marulaavr, ma eQ FasnGt:cn • S' 1 v e �. a — 'Ptrnpon' elaC "Y Y' *pump ot'4vel at -746h N.gh water V," at h 7 Z in. CunamOnin .. w — Pump Make B Model GS 1 t1; A Electrical hapectcns performed by , E G iG Remarks, <e r• H. 0 Z "'FAIC4 BENCH MARK dot CuM.CAEs Soil i- Pfrc Jmvt' lonuon and D•sa:pucn: Ta 0 of fr_,eaPrro� relo c4Aa&Aep d A+ //csw /blcua�r>T rt &41 wea L/ assum�ed�Eyevaucr,. % �s ((��AIr hej&4 'W.VFL c-vii itn cot ext we Od- leriihA10 41arA I' Engineer's Stamp -'W OF A, • Inspections performed by: F 10A/Se 7'C C/7 C60C Dates: 1" '7 (22/03 to C', I ` '_" � •':.. 2 no Ga••••••e••••••••••••e•e:• Developmen ervices Department Approval ;°•..".' °�.:...... n1 T`ICODon F. A.,.--ORE Reviewed and approved by: Date: _.L2L� Rs_ � � •., CE - 3581P fit hcndl 1.' a• •• 1 PERMIT NO: SW030244 PID NO: 090-021-13 INV. 96.8' LOT 20 USS 3201 SWING TIES: X!! i�: PAGE2OF2 Y , s� T.H. #2 ' EXISTING — EARTH PRIVY •%iii • ii 3F e 1 OD -LINEAL FEET OF villi —SOIL w. 5.0'EFF. GRAVEL • STEP TANK FROM: COR. "A" COR. "B" COR. "C" COR. "X" TO: S.T. C.O. "D" 8' L.S. M.H."E" 16' TR. M.T. "F" 64' TR. M.T. "G" 13' TR. M.T. "H" 70' TR. M.T. "1" 38' T.H. #2 37' 2' SOIL COVER 0250 GALLON '.STEP TANK I PROFILE VIEW NOT TO SCALE 11' 8' 8.5' 16' 29' 34' 31' 23' 38' 46.5' 26' 10' :..:.:..:::.:.INV. 45' PLAN VIEW SCALE: 1" = 30' ; T`.E0DOr5 F. ASDORE I -2'SOIL COVER 2" RIGID—H.---4 INS. ....1 �' h h" vt 'h• Y Y••. Y.' h' Y Yr t .t.h' �. t OF DIST. PIPE. 98.1' BOTH TRENCHES `''.;'.;`,:::i:ii;: :..:.:..:::.:.INV. ' ' i:i�'•::s :!:::!:100 -LINEAL FEET OF SOIL ABSORPTION TRENCH:I[i':!: INV.it 961 1 ,�! i !" '•'s ! BOTTOM OF EXC. ELEV. 93.1 BOTH TRENCHES .t LOT 20, USS 3201, BIRD CREEK SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT 1 BOT. T.H. #1 ELEV. 86.7' FLATTOP TECINICAL SERVICES SCALE: AS NOTED ! M.T. DRY 6/17/03 14530 ECHO STREET I DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 2003 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 2 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:_Lot 20,USS 3201 Bird Creek, Alaska DATE PERFORMED:_July23.2003 PERFORMED FOR: Peter Brondz. and Lisa Taylor DEPT (feet) Pt. SM Reddish silty loam 2- 3 _3 4 5— SM/ML Gray gravelly silty sand 6- 7- 8- 9- 9.75 B.H. 10-4 11- 12- 13- 14- 15 4-15 16 I 17 18' 19- � I Depth to Groundwater Date No groundwater 7123/03 Monitor tube dry 8/22/03._ OF Ai "°fi%t . i Pir 9TH THEODCRE F. A:CCRC CE -359 ..<. rvtw str i is SYSTEM 0% SLOE Date Reading Clock Time Net Time Percwmeter Net Drop (minutes) Reading (inches) 8/22 12^ Presoak 12" Resoak Add water $ start #1 Add water #2 ;__Add water #3 1013 10:33 0:33 —10,53--20 10,53:30 11:13:30 2jM 27.1/ 23 3/8 0 19 3/4 3 5/8. 3.7/16 201/8 35%16- 23.7/16 L 20_20..3/16 i 39/4_' I 20 PERCOLATION RATE 7 (minutesrnch) PERC HOLE DIAMETER 6• TESTRUNBETWEEN 225_FTAND_2.75_FT COMMENTS _This.soils test.was conducted at request.ofDSD_In order—lo—allow—continued use of an_existing-3.5'_deep.earthprivy— PERFORMED BY FLATTOP TECHNICAL SERVICES. I�.s�'w+•�_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: IO l7 / c-�? EDS ELECTRIC INC November 18, 2003 $07 272 4550 11/18/03 10:53am F. 001 ED'S ELECTRIC INC, P.O. BOX 210767 ANCHORAGE, AK 99521 To Whom It May Concern: Subj: Septic lift station, Lot 20 USS 3201 Stellar Jay Lane. ANCHORAGE (907) 272.4591 Fax: (907) 2724590 Ed's Electric, Inc. inspected subject project'installed by owner, and found no apparent electrical violations according to the code requirements of the National Electrical Code and the Municipality of Anchorage. Thank you, Dwayne R. Bruns Ed's Electric, Inc. MUNICIPALITY OFANCHORAGE Development Services Department u' 1 On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 14, 2003 Expiration Date: Jul 13, 2004 Permit Number: SW030244 Parcel ID: 090-021-13 Legal Description: ,US SURVEY 3201 LT -20 TION R1 W SEC 9 Design Engineer: 0019 Flattop Technical Services Site Address: Owner Name: Peter Brondz Owner Address: HC 52 BOX 8609 INDIAN , AK 99540-9602 Lot Size: 108900 So. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑✓ Disposal Field Q✓ Septic Tank Holding Tank Privy E] Private Well Water Storage All construction must 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. Existing outhouse must be properly abandoned or soils must be perked and bedrock and water table verified within 30 foot radius. Received By: Issued By: &- lj ! Date: i / f6 /a_2 Date: 7- /,V o-? Municipality of Anchorage GL Development Services Department ' ae �4`�• '`' Building Safety Division Z. � < On -Site Water and Wastewater Program 4700 South Bragaw St. : " T T T P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 090 - ®Z/ - IT Permit Number SW O 3 0 2 jAq Property owner(s) Peke.- Day phone 6S3 -7?-7*z Mailing address (1) H c_S 2 , fScrx 96-09 Mailing address (2) 6 ircd'ren Cc, f) /c f i.� Zip Code _ 9 9 SYr; Legal description (Lot, Block & Sub'd.) L61 20. L[SS 3 2ri7 Legal description (Section, Township & Range) Lot Size MS0 Acres/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ® Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Vo0 == Waiver Fees: Date of Payment: 71-7/03 Date of Payment: Receipt Number: D 6 O (P C t Receipt Number: (Rev. 12100) CWIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. PH: (907) 345-1355 July 7, 2003 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: 14530 ECHO ST. ANCHORAGE, ALASKA 99516 The purpose of this letter is to provide the required design narrative in support of our application for a permit to construct wastewater disposal facilities on Lot 20 of USS 3201, located on Stellar Jay Lane in Bird Creek. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log, the native material below I foot is a gravelly silty sand with a measured perc rate of 40 minutes per inch. Using the soil application rate of 0.45gpd/sq. ft. specified in the wastewater ordinance, this 3 - bedroom residence requires a total absorption area of (3 x 150)/0.45 = 1000 square feet. The proposed design consisting of 100 feet of soil absorption trench with an effective gravel depth of 5.0 feet has a total absorption area of 1000 square feet. The topography of the lot in the area of proposed construction is generally level. The size of the designated replacement trench is based on installation of a Category III advanced treatment system using a soil application rate of 2.0 gpd/sq. ft. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, f� 'hl� Ted Moore, P.E. • 'y .iii.' r sQk .% vi vii ' UQ CONSTRUCT CATUAnv. 250 -GALLON .2 PARALLEL TREATMENT % 50 -FOOT LONG REPLTRENCH STEP TANK � SOIL ABS. TRENCHES ` w. 5.0' GVL. BELOW PIPE` R 100' -v WELL SE ' LOT 29 v d� �4STN �xL •/�y��Vir� d'i �. THEODORE F. Amu is C@ - 3599 ..-ham.. .^. LOT 20, USS 3201, BIRD CREEK WELL AND SEPTIC SYSTEM SITE PLAN FLATTOP TECHNICAL SERVICES 1 INCH = 60 FEET 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, AK 99516 JULY, 2003 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. @$A@' 50 1.25" DIA SCHED. 40 PVC w. 3/16" DIA. HOLES IN 10 BOTTOM @ 2'-0" O.C. 1.25" DIA. SCHED-40 PVC EDGE OF TRENCH EXCAVATION 1250 -GALLON I' -STEP TANK MONITOR 2' SOIL CC 3 2" RIGID It 1 r- CROSS-SECTION "A - All SCALE: 1" = 5' 4" DIA. D-3034 FROM HOUSE PLAN VIEW SCALE: 1" =10' ° �.••••.e Nr••r•y•u.•r•n.♦rY �. �1t `° THECDCcE F. ltaCRE FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 1 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: Lot 20 USS 3201Bird Cree_yaska DATE PERFORMED:_une-9.2001 PERFORMED FOR: Peter Brondz and Lisa Taylor DEPTH (feet) 1- 2- 3- 4- 5- 6- 7- 8- 9— '01 - 3- 4- 5- 6- 7- 8910 11 � 13 14 15 16 17 18 19 Pt. SM Reddish silty loam SM/ML Gray gravelly silty sand Damp, some cobbles Sidewalls do not smear SLOPE Depth to Groundwater I Date ILI s7 o t fj 1'2"! "� •Ilia THEMCRE F. MOCRE ;• • iia F '' TES Clock Time Net Time (minutes) Percometer Reading Net Drop (inches) 6/9 12" Presoak 2 71/2 • • iij!777ii • TEMP POWER 0% Date Reading Clock Time Net Time (minutes) Percometer Reading Net Drop (inches) 6/9 12" Presoak 2 71/2 dd wate5La #1 Add water #2 d�vater #34730 1:16:45 146A 1:47 2:] 21730 0 0 23 3/8 22 5/8 23 3/8 22.518 3,_ 214 3/4 3/4 /4 PERCOLATION RATE_40(minutesfinch) PERC HOLE DIAMETER 6" TEST RUN BETWEEN 3.25 FT AND___3,75 FT COMMENTS-.__aQiI_k$ofp2ion.Systen�jQUQQYe9tiQnal�@ptiUanUhQUlOeSized_@-OAUpd/sgJtL andJQLad.varice dlr�aiCtleni system effluent should be sized 1.0 apd/sq. ft. PERFORMED BY FLATTOP TECHNICAL SERVICES. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: J"_7 Z oG� Flattop 7echnicafSend= 14530 Echo Street, Anchorage, AX 99516 03 -hone (90) 345-1355 Lot 20, USS 3201 Stellar Jay Lane, Bird Creek Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installation of a 1250 -gallon STEP tank that discharges effluent into 2 parallel 50 -foot long soil absorption trenches containing an effective gravel depth of 5.0 feet. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 STEP Tank: 2.1 The new 1250 -gallon, 2 compartment STEP tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the STEP tank shall have a minimum slope of 1/4"' per foot. A cleanout shall be installed 1 - 4 feet from the building foundation. 3.0 Lift station: 3.1 The lift station shall be installed in the second compartment of the STEP tank which has an additional 250 gallon capacity. The lift station package shall be an "Orenco" system as supplied by Anchorage Tank. 3.2 The contractor shall be responsible to obtain the necessary Municipal electric permit and inspection, if required by local building code, and shall provide documentation that the electrical work was done to code to the engineer overseeing the construction of the wastewater disposal system. 3.3 The lift station shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser. 3.4 The on, off, and alarm floats shall be set at the elevations specified by the lift station supplier, and their proper operations shall be verified by the contractor. 3.5 The discharge line from the lift station to the soil absorption system shall be 1.25" dia. Sched 40 PVC. All pipe connections in the distribution system shall be glued, and the ends of all pipes capped. 4.0 Soil absorption system: 4.1 The soil absorption system shall be constructed by excavating 2 parallel 50 -foot long trenches spaced 13 feet apart O.C. to a depth of 6 feet below original ground level. The orientation shall be approximately as designated on the site plan. 4.2 The bottom of the excavations shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 4.3 A total of 5.3 feet of approved sewer gravel shall be placed in the bottom of the excavations with the perforated distribution pipes laid level such that the pipe inverts are no less than 5.0 feet above the bottom of the sewer gravel. The perforated distribution pipes shall be 1.25" diameter Schedule40 PVC with 3/16" diameter holes drilled in the bottom spaced 2.0 feet O.C. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 4.4 Monitor tubes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 4.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 4.6 The top surface of the cover material shall be raised a minimum of 18 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 4.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 5.0 Inspections: 5.1 A minimum of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The STEP tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. LO"F '5 '[ ;:ZE 9999'99 '.:;.,QUFIRE FEET h'IIN!HUH DISTRNCE BE"I'HEEN F! NELL RN[:, FIFW ON-:5tTE SEH,qE~E [:,!5F'OSF!L SY?TEH ;IS iE~0 F'EET FOR R F'RZVRTE HELL. OR !59 TO 280 FEET FROFI R PLIBt._ZE: HEL.L DEF'ENE:'~NG UPON THE. T'YPE OF PLIE~L.~E: 14ELL. i"'IINZHL!H C'i~TRNCE FROH R PRI'v'F!TE HELL TO R PRZ',/RTE :E;EHER LINE IS 25 FEET RND TO F! E:O!'iHLINIT'Y 2;EHER LINE 1)1~; 75 FEET. HEL.L L..Cn}:5 RRE RE~;~UIREE[:, RND HLE5]' DE RETURNED '?0 THE DEF'FIRTIdENT HITH!N 30 [:,R'¢E; OF ]'HE WELL COHF'LET'ZON. OTHER REQUZREHENT9 HRY' FIPPL.'?'. SF'ECIFiCRTIONE; RND CONSTRUCTION D!RGRFfffiS FIRE FF/RZLF~E:LE TO iNSURE PROPER !N:~-FRLLRTZON. !; CERTIF'¢ THRT :I.: I R!',? FFIHi[LIRR FifTH THE REQUIREHE:NTS FOR ON-SITE :E;EWER$ FIND HELL'.5 R~E; SET F'ORTH Et'~.' THE HUNZC~PR[...ZT'¢ Of FINC:HORFIGE. 2: i HZLL INSTFiLL THE S;YSTEM IN RCCORDF!NC:E WI'I"H THE CODE75. ~F'F'LiCFINT PETER H BRONDE 1' '2'7L E,T El'C_ E:'RTE 'v'4.. e PO b..~ H 6-650 ANCHORAGE. At /',Si<A 99502 0650 (907) 2.64-4111 DEPARTMENT OF HEAL'I-H AND ENVIBOIX]MENTAL PROTEC'! <Permit ~: 820758 ,January 31, 1983 TO: Permit Applicant Subject: USS ~ 3201 Lot 20 Small Tracts A permit issued by this department for an individual well and/or on-site sewer system has expired as of December 31, 1982. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log needs to be sent to this department for documentation of the installation date and to close the permit. If a private engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files and documentation. If there are any further questions, please call this office at 264-4720. Sincerel% Robert C. Pratt, R.S. Acting Program Manager Sewer and Water Program RCP/ljw enc: Copy of Permit SWP/057