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HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE #1 BLK 5 LT 2Mountainside Village #1 Block 5 Lot 2 #020-172-36 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number; $W030109 PID Number. Name: Wastewater System: ■ New ❑ Upgrade CONNIE BRANDON Address: ABSORPTION FIELD P.O. BOX 220286 * ANCHORAGE, AK * 99522 Phone: No. of Bedrboms: p Deep Trench Ill Trench a Bed ❑ Mound ❑ Other (907) 269-5770 3 Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION 1.2 GPD/Sq. Ft. 3 Ft. Depth to pipe bottom from original grade: Grovel depth be ath Pipe: Block: Lot: Subdivision: 0.5 Ft. 5 2 MOUNTAINSIDE VILLAGE #1 0.5 Ft - Fill added above origtnal grade: Grovel length: Township: Range: secson: _ SEE DWG Ft. 38' & 41' (79 TOTAL) Ft. Grovel width: Number of line.: Distance between lin": WELL: ■ New ❑ Upgrade clasaificotion (Private. A.B.C): Total Depth: Cased To: Tot PRIVATE 105 Ft. 17 Fe Driller. Date Drilled: Static water Level: In ALPINE DRILLING ENT. 4 30 03 12 Ft. rield: Pump Set At: Casing Height Above Ground: 5 GPM UNKNOWN Ft. 24 Ft. SEPARATION DISTANCES To Septic AbsField Station orption Lift Holding PSueewef PLva" From Tank te M Tank Well 100'+ 100'+ 100'+ — 25'+ M Surface Water 100+ 100+ 1 — — Lot Line 5'+ 10'+ Foundation 5'+ 10'+ Curtain Drain NONE Remarks: A (Zr--\t � t� eco Inspections performed by:— Development Reviewed and approved b (Rev. 12/01) 2 Ft. Toto absorption material: 395 so. Ft. tian area: D 3034/ F-810 at.W.. ALASKA DIVING & Date installed: UNDERWATER SALVAGE 7/16/2003.. TANK ❑ Septic O Holding ■ S.T.E.P. ❑ Other anufacwrer. Capodty in gallons: ANCHORAGE TANK 1250 aterW: Number of comportments: STEEL 2 00+ Size in gallon.: 5'+ — — 1250 lump on' leve 5'+ — — 41 11Pump Make k KNOWN #20 OSI 0; oar 5 Ft. S LIFT STATION Mo,ufacturer. ORAGE TANK OREN( imp off' level at: Nigh water e BENCH MARK on and D"cdPtkm: BOTTOM OF TANK AKWWC, INC. Dates: 1st 7/11/2003 2nd 7/16/2003 3rd 7/18/2003 Services Department Approval Date: q zz _' XV 83.165 ENGINEER'S SEAL * b ............ r A. Garness: E-795) %L.a:-7/ oAc�-; PERMIT NUMBER: AS -BUILT DRAWING PARCEL INUMBER: SW030109 020-11 72-36 \ I I � I I N,NEW 1250 GALLON STEP TANK FCO' i :•A I A I B I ST1 41.750 52.195 ST2 47.23 54.125 MHL 48.595 54.730 MT1 70.340163:070 MT2 103.845 92.305 MT3 74.965 57.570 MT4 105.660 89.740 WELL 63.450 74.780 ice/ \ •'B �� i 4 / Is" ` ----� N n � \G A DATE- 8/27 ATE 8/27 Al ASKA. WATER & WASTEWATER A.J.G. -•�••!• Ste' CONSULTANTS, INC. ..� 3701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE, AK 995D7* PHONE (907)337-6179 •FAX (907)338-3246 1" = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CONNIE BRANDON (907) 269-0484 2 OF 3 LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE #1 SUBDIVISION; LOT 2, BLOCK 5 TYPE OF WORK: AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE I e re A.earn ss:' n ,- (�W p\_ro fess1o�n�o�' PERMIT NUMBER: AS -BUILT DRAWING PARCEL INUMBER: SW030109 020-11 72-36 TOP OF TANK AT INLET = 88 INVERT OF BUNG - AT INLET = 87.44 FINAL GRADE =96.39-96.74 - TH#2 ORIGINAL GRADE r1 =93.79-94.03 FILTER I INSULA TOP OF SAND = 92.26- •.:c;. •_•` ' et _ RELATIVE ELEVATION OF BOTTOM OF TEST ►- HOLE = 85.53 59 I (TEST HOLE DRY) FINAL GRADE = 92.06+ ST2 MH =T� NEW 1250 GALLON S.T.E.P. TANK OF MANHOLE = 92.47 -TOP OF TANK AT OUTLET = 88.06 TH#2 FILTER FABRICF-99.25-99.97 FINAL GRADE n INSULATION _��97.53 L97.�E INVERT OF PIPE = 92.83(AVG) RELATIVE ELEVATION OF BOTTOM OF TEST HOLE = 89.40 (TEST HOLE DRY) -BOTTOM OF TRENCH = 91.20(AVG) DATE: INVERT OF PIPE I =96.58(AVG) 7/2003 c__.... >�zxs lww DRAWN BY: ALASKA WATER & WASTEWATER A.Q.G. c CONSULTANTS, INC. SCALE: T :� 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 N.T.S. a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q CONNIE BRANDON (907) 269-0484 3 OF 3 Q e Ga ess. LEGAL DESCRIPTION: OQ a -7953 MOUNTAINSIDE SUBDIVISION; LOT 2, BLOCK 5 TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE �ODp roresssoo�o 40000 TOP OF SAND 96.07 —59 BOTTOM OF TRENCH =95.07(AVG) *NOTE; THE DISTRIBUTION UNE IS 1 1/4 INCH PVC PIPE WITH 1/4 INCH HOLES SPACED EVERY 29 INCHES ON CENTER (15 HOLES PER LATTERAL, 30 HOLES TOTAL). n 7/2003 c__.... >�zxs lww DRAWN BY: ALASKA WATER & WASTEWATER A.Q.G. c CONSULTANTS, INC. SCALE: T :� 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 N.T.S. a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q CONNIE BRANDON (907) 269-0484 3 OF 3 Q e Ga ess. LEGAL DESCRIPTION: OQ a -7953 MOUNTAINSIDE SUBDIVISION; LOT 2, BLOCK 5 TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE �ODp roresssoo�o 40000 THE INFORMATION HEREON IS RM THE USE or LENONG IMSnTVrjONS SPECIFICALLY TO SHOW ANY COWL "tSTIMC STRUCTURES ANO VIATTCO LOT LINES OR CASEMENTS AND 0 NOT TO K USED FOR POSITIONINI STsuctutES 01 FENCIUMES. EASEMENTS Of 11CCORO. OTHER THAN THOSE SHOWN ON THE ACCORDED PLAT. ARE NOT SHOWN HMON. NOTE: ANY remaLiNES SHOWN ARE LOCATCO APPROXIMATELY ANO ARC NOT TO K USCO TO DETERMINE OR LOCATE sr*LpcTuac$. AS-KMTSURVEY SCALE: I. . 40, I HEREBY CERTIFY THAT I HAVE PCeraRMCC a MORTGAGEE'S INSPECTION OF THE rOLLOVING acs"IDED PROPERTY. LOT 2. VLOCX S. MOUNTAINSIDE VILLAGE Na I -13TH---- FROM : ALPINE DRILLING FAX NO. : 907 345 0202 Aug. 18 2003 09:26AM P1 . Municipality of Anchorage Department of Health and Human Services 825 V Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:/A~.ci snchorageakus Mayor Permit Number. #SW 030109 Date of Issue: 4-30-03 Parcel Identification Number: 020-172-36 Date Started: 8-70-03 Date Completed: 8-10-03 Is well located at approved permit location? ® Yes ❑ No Legal Description: Mtn. Side Vi7lape # 181k 5 U 2 Property Owner Name & Address: Connie Brandon PO Box 220286 Anchors a Alaska 99522 Borehole Data: Soil Type, Thickness dt Water Strata Depth (ft) From To Method of Drilling N airrotary [] cable tool Casing type: steel stick-up 0 2 Wall, Thickness: .250 inches organics & s11t 2 3 Diameter: 6 inches Depth: 17 feet silt 3 9 Liner Type: bedrock 9 127 Diameter: inches Depth: _ feet Casing stickup above ground:,? feet H2O 95 905 Static water level (from ground level): 72 feet Pumping level: 927 feet after 2 hours pumping 5 gpm Recovery Rate: v gpm Method of Testing: air lift Well Intake Opening Type.- ype:❑ [3Open End 0 Open Hole Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite 4 8 Volume: Depth: Start 0 feet Stopped ? feet Pump: Intake Deptb feet Purnp size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property _......« ...7......11 J.:1/.. .t. .'11 ....: f. ._..111.. •. .t.. T'�.... .CT Y. .1.1. A TY....... f�. «....«...'../. :.. /A J.... .+`.. .../.a:. .. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 --) I I Lo' - 4f h-�' ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030109 Date Issued: Apr 30, 2003 Expiration Date: Apr 29, 2004 Parcel ID: 020-172-36 Legal Description: NOUNTAINSIDE VILLAGE WVSUBDIVISION 'BLOCK 5 LOT 2 Design Engineer: 0041 AK Water & Wastewater Consultan• Site Address: NHN BIG MOUNTAIN DRIVE Owner Name: CONNIE BRANDON Lot Size: 54769 SQ. FT. Owner Address: PO BOX 220286 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, A 99522 - This permit is for the construction of: Disposal Field 0 Septic Tank F� Holding Tank E] Privy 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. Received By: Issued By: Date: 5-1-03 Date: 34 D,3 Municipality of Anchorage ,—f fig.[ Development Services Department ;z` �' f Building Safety Division ` [ On -Site Water & Wastewater Program 4• 71 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE-SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. _ 020-172-36 Permit Number 5WO301047 Property owner(s) CONNIE BRANDON Day phone 227-5770 Mailing address (1) P.O. BOX 220286 " ANCHORAGE. AK Mailing address (2) Zip Code 99522 Legal description (Lot, Block & Sub'd.) LOT 2. BLOCK 5: MOUNTAINSIDE VILLAGE SUBDIVISION #1 Legal description (Section, Township & Range) N/A Lot Size.���^T� 9 AcreSD THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. —(Signator } Permit Fees: , L).io Date of Payment: 4 - L .03 Waiver Fees: Date of Payment: Receipt Number: 3434oZ Receipt Number: J ALASKA WATER F& WASTEWATER CONSULTANTS, INC. April 22, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Lot 2, Block 5; Mountainside Village Subdivision #1 To whom it may concern: The proposed 3 bedroom house is to be served by a private well and septic system. Two test holes were excavated on the property. The proposed septic system will consist of a 1250 gallon S.T.E.P. tank and dual pressurized 5 -wide type drainfields. The drainfield will be designed around the 30 foot radius of test hole #2. The well is to be drilled as shown on the site plan. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCH DESIGN: a. Percolation Rate: 2.28 & 1.0 minutes/inch b. Proposed Application Rate: 1.2 gallons/day/R2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 W f. Total Depth: 3 feet (max.) g. M.O.A. Sand Filter: 1 feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 2 @ 38 feet lo each (76 feet total length) k Effective absorption area = 380 ft Note: the distribution lines are to 1.25 inch sch. 40 pvc with 1/4 inch diameter holes spaced 29 inches on center (15 holes per lateral / 30 holes total in entire system). 3. SURFACE WATERS: There is a creek on the north end of the property. The septic system is to be designed 100+ feet from the creek. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY AND WAIVER REQUEST: The area around the proposed drainfields are 20-30 percent slopes running approximately southeast/east to northwest/west. All slopes within 35 feet of the proposed drainfields are to be graded to a less than 25 percent slope. We request a 35 feet waiver from the proposed drainfields to slopes greater than 25 percent. Given the porosity of the soil the effluent should move downward rather rapidly with minimal lateral migration. Based upon these factors it is reasonable to assume that there is little risk with the granting of this waiver. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you Piave any questions, please contact us at 337-6179. Thank you for your assistance. /' .E., M.S. NOTE. A site plan drawing, a design drawing, a detail drawing, a topography drawing, two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: akwwc.com � ALTERNATE MOUNTAINSIDE VILLAGE S/D f1; LOT 1, BLOCK 5 ``� PROPOSED SEPTIC SYSTEM (SEE DESIGN PACE 2 OF 3; MOUNTAINSIDE VILLAGE S/D 11 LOT 6, BLACK 6 I � I MOUNTAINSIDE VILLAGE S/D /1; LOT 3, BLOCK 5 / I ( I l 1 I ,moi ��♦ I1-41,Rp�„ 1 DATE: "d DRAWN BY: ALASKA WATER & WASTEWATER Z.T.G. CONSULTANTB�INC. Ste' 6901 DEBARR ROAD. SUITE 28 - ANCHORAGF. AK 99504 - PHONE (907)331-6179 - FAX (907)338-3246 1" - loo, REPARED FOR PHONE NUMBER: PAGE NUMBER: CONNIE BRANDON 227-5770 1 OF 3 ..GAL DESCRIPTION: MOUNTAINSIDE VILLAGE SUBDIVISION #1; LOT 2. BLOCK 5 (PE OF WORK: SITE PLAN FOR WELL AND SEPTIC SYSTEM LOCATION PROPOSED WELL -PROPOSED 3 BEDROOM HOUSE mid mm�® o f e s slob°\_ DOTE: ALL SLOPES 35 FEET FROA THE PROPOSED DRAINFIELDS ARE TO BE GRADED TO A LESS THAN PROPOSED 1250 GALLON S.T.E.P. TANK ALTERNATE SIIE-N,,,,X HALLOW BEDROCK IS RESENT THROUGHOUT INSTALL FOUNDATION / CLEANOUT / / PROPOSED DRAINFIELD. EXCAVATE TWO TRENCHES THAT ARE 3 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 38 FEET LONG (76 FEET TOTAL). ADD 1 FOOT OF M.OA. APPROVED SAND FILTER AND THEN ADD 0.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION UNE IS TO BE 1 1/4 INCH PVC PIPE WITH 1/4 INCH HOLES SPACED EVERY 29 INCHES ON CENTER (15 HOLES PER LATTERAL, 30 HOLES TOTAL). - NOTE: THE CONTRACTOR SHALL HAVE THE 100 FEET CREEK SETBACK FLAGGED AND STAKED - J PROPOS Ep •'•:;�,: •:ice -� O / � vN�Pj 4/23/2003 _ { DRAWN BY: ALASKA WATER & WASTEWATER SCALE: Z.T.G. CONSULTANTS, INC. 1 = 40� 6901 DFRARR ROAD. SUITE. ?R •ANCHORAGE. AN 00504 • PHONF (907)337-6179 • FAX (007)33+1-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CONNIE BRANDON 227-5770 2 OF 3 (LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE SUBDVISION #1; LOT 2, BLOCK 5 TYPE OF WORK: PROPOSED WELL AND SEPTIC SYTEM LOCATION �QF ®smma:m.>rA:� THE DISTRIBUTION UNE IS TO BE 1 1/4 INCH PVC PIPE WITH 1/4 INCH HOLES SPACED EVERY 29 INCHES ON CENTER (15 HOLES PER LATTERAL. 30 HOLES TOTAL). --- 38 FEET LONC ( 4 5 FEET I 15 FEET WIDE I IWIDE tI --------------- ---------------------- !Lq 10 FEET SEPARATION o-------------- --------------------- 5 FEET I I 5—T 5FEET WIDE MTO I WIDE L--------------------------------------- J—+ `— 38 FEET LONG FILTER THE DISTRIBUTION LINE IS TO BE 1 1/4 INCH PVC PIPE WITH 1/4 INCH HOLES SPACED EVERY 29 INCHES ON CENTER (15 HOLES PER LATTERAL. 30 HOLES TOTAL).--. FILTER FEET i 3 FEET DEEF MAXIMUM AT A POINT 5 FEET WIDE—1 10 FEET FEET WIDE S.T.E.P. -THE DISTRIBUTION LINE IS TO BE 1 1/4 INCH PVC PIPE WITH 1/4 INCH HOLES SPACED EVERY 29 INCHES ON CENTER (15 HOLES PER LATTERAL. 30 HOLES TOTAL). 0.5 FEET OF PREPARED FOR: PHONE NUMBER: PAGE NUMBER: D CONNIE BRANDON (907) 227-5770 3 OF 3 QO •.J r y Gar ess.: LEGAL DESCRIPTION: Q E MOUNTAINSIDE VILLAGE SUBDIVISION #1; LOT 2, BLOCK 5 pp0.e ' cow' TE OF WORK: O4ed pro ress)ol, W DETAIL OF PROPOSED DRAINFIELDS ��4poo�oo 4/23/2003 o F 0s0 DRAWN BY:�..S z.T.c. p ALASKA WATER & WASTEWATER o00 : y0� CONSULTANTS, INC. SCALE: - ...... 0... 0 ..... /........ • 6401 DFReRR ROAD. SUITE 211 • eNCHORACF. All 90504 • PHONE (907)}}7_6179 • FAX (907)}}8-}?LF N.T.S. Q / PREPARED FOR: PHONE NUMBER: PAGE NUMBER: D CONNIE BRANDON (907) 227-5770 3 OF 3 QO •.J r y Gar ess.: LEGAL DESCRIPTION: Q E MOUNTAINSIDE VILLAGE SUBDIVISION #1; LOT 2, BLOCK 5 pp0.e ' cow' TE OF WORK: O4ed pro ress)ol, W DETAIL OF PROPOSED DRAINFIELDS ��4poo�oo ALASKA WATER & WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE SUBDIVISION #1; LOT 2, BLOCK 5 PERFORMED FOR: CONNIE BRANDON DATE: 4/15/2003 DEPTH et) ORGANICS TEST HOLE - 1] 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY CLASSIFICATIONS DRY 2 '• • I ,SOIL I 0" 6' --- - TH# GW _ — ht=j i ��a. GP ML • • 6- GM CL 6 4:58 10 _` `�' ` GTO P GC OL 4 — SITE PLAN 1 58- 1"-100' GM/SM °. •°o o SW MH 10 5:18 10 1 5/8- '• • SP CH 5 6' — 12 5:28 10 1 5/8* 8" 4 3/8- SM ' : OH 6 Sc 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 4/15/2003 DRY 4/22/2003 6' I I F ff y A.�ss C 7953 dP�oteaalon�a�0 DATE 19 READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/18/2003 1 4:29 — 6' I I 0" 6' --- - TH# 3 4:38 — 1 — ht=j TH#2 6' 5 4:48 — 6- — 6 4:58 10 1 1/2- 4 1/2- 2"7 7 4:58 — 6' — SITE PLAN 1 58- 1"-100' DATE 19 READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/18/2003 1 4:29 — 6' — 2 4:38 9 0" 6' 3 4:38 — 6' — 4 4:48 10 1- 6' 5 4:48 — 6- — 6 4:58 10 1 1/2- 4 1/2- 2"7 7 4:58 — 6' — 8 5:08 10 1 58- 438' 9 5:08 — 6" — 10 5:18 10 1 5/8- 4 3/8- 11 5:18 — 6' — 12 5:28 10 1 5/8* 8" 4 3/8- 19 PERCOLATION RATE 2.28 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS Vis PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2.3 OF ALASKA. WATER & WASTE WATER'I. , ••"I CONSULTANTS, INC. �' 4 — �* WI DEMM ftW. WM29 • M M WM AK sass • -6179 • M " • • abs °om SOIL LOG — PERCOLATION TEST ... ... .. • •......... •• LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE SUBDMSION #1; LOT 2. BLOCK 5 Q a '. C ess; a � PERFORMED FOR: CONNIE BRANDON DATE: 4/15/2003 Q44� C -7953 0°r X0A DEP1.1-1 c (feet ORGANICS TEST HOLE #2 ��D00000�6 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY SOIL CLASSIFICATIONS DRY 2GW 6- 2 - 6 0" �.• 3 - - ORG 3 -.•. 6 r ae: GP ML 5 - - 6" GM CL 6 0- 6- GC OL �. GP/SP SW MH 5 ��• a��_ • • TO '. •'• : SP CH } GM/SM SM OH 6 } SC 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 4/15/2003 DRY 4/22/2003 6- 2 - 6 `\ _ -- t I TH#2 / SITE PLAN 1"-100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/18/2003 1 - - 6- 2 - 6 0" 6- 3 - - 6" - 4 - 6 0" 6- 5 - - 6" - 6 - 6 0- 6- 19 PERCOLATION RATE 1.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: KELLY HERSTUMAN PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ---44 3102 Municipality of Anchorage Development Services Department Building Safety Division s. .r. On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904• CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-172-36 HAA# 1. GENERAL INFORMATION Expiration Date: — Complete legal description MOUNTAINSIDE VILLAGE SUBDIVISION #1 • LOT 2 BLOCK 5. Location (site address or directions) 7351 BIG MOUNTAIN DRIVE * ANCHORAGE AK 99577 Current Property owner(s) CONNIE BRANDON Day phone 227-5770 Mailing address P.O. BOX 220286 * ANCHORAGE AK 99522 Lending agency y p one Da h Mailing address Real Estate Agent r " ""' V Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site ❑ Individual Water Storage El Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage isnot responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health A uthority Appro val Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltdattempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the Phone 337-6179 Date B f b 9 T J fr Garnes E 3 cav Zion5N-SITE' WATERAND ; m I n, L. :- PROGRAM Attachments: HAA Checklist �� Manitenance Agreements Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other BOriginal Certificate Date: (Rev. In Development Soo Building Safe On -Site Water & Wa provPW'S:Welt Lo'9 (Y% ) Sanitary seal (Y/N) YES" Wire's properly protected (Y/N) YES 0� ft. ase"�`��t as�ng eigfi a pve o�"i) 4 30 2(5 ax� in � _..:.. g.p.m. � 9.p.m. s `"u cxz;.'� �''��'ux�`?s, �' '� $ %.w e, m�p,4 �' ...r•`,e,%ro ",ya'':.V ,y,.,o?y §..w�hz 'u4 yy' Mv+rv..,+xa��{,.y�te3n..sw,t>Kas�.aa.;yx�..rie nafe ins a ed ao ftMonitoring tube TCJ uepression,over,neia 's4�?i"Na.^e7,.v".`r,`.", Is ass ai or ff+s' a er ad New depth _in. in. Absorption rate >= g.p.d. x nal _ If Ves, gift date in On adjacent lots 'roperty line 5 + Absorption field 5'+ Vater service line 10'+ Surface water 100'+ RTII Brough field inspections and * .. the above systems are in "' """' ' ""' delines �n effecf on fh�s date Q .J ffr y am s....� JEFFREY A:'GARNE$S" "' QQ E 7953 0�0 ,gym© �B(/OSG 0 era 600ro Waiver Fee $ Date of Payment Receipt Number 91 July 29, 2004 Municipality of Anchorage N,ENT 3 Mark Begich, Mayor °pagfflIN e9� .Mh Development Services Department °�E ����,,.N P.O. Box 196650. 4700 Bragaw Street DEPARTMENT Anchorage, Alaska 99519-6650 (907) 343-8101 Office (907) 343-8125 Fax http://www.muni.org Connie Brandon P.O. Box 220286 Anchorage, AK 99522 RE: Encroachment: Water Well Block 5, Lot 2, Mountainside Village #1 Subdivision, Grid 3439 Dear Connie Brandon: The Right of Way Division has reviewed a request for a letter of non -objection to an existing well, which encroaches 2 feet into the 33 -foot Section Line Easement. On the as -built survey dated August 13, 2003, submitted with the request, the petitioner has shown the well. Right of Way Section issues this letter of non -objection with stipulations, and by using it the petitioner is agreeing to the following: 1. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of non -objection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. 5. Obtain letters of non -objection from the following utilities: ®Anchorage Water & Wastewater Utility ®Chugach Electric Association, Inc. ❑Matanuska Electric Association, Inc. ❑Municipal Light and Power ❑Eyecom (Girdwood cable TV) ®Alaska Communications Systems [—]Matanuska Telephone Association ®Enstar Natural Gas Company ®GCI Cable of Alaska All letters of non -objection should be retained in your permanent files. Should you have any questions, please call me at 343-8033. Sincerely, Jack L. Frost, Jr. Right of Way Supervisor Concur, l mmxn � Sa byw�� ar\rle. S. BraxdoYl Property Owner(s) 08-27-04 08:36AM FROM -CUE ESI, SGS ENV SERVICES SGS SGS ReLti 1045300002 Client Name Garness Engineering Group, Ltd. Project Nameth Various Client Sample ID Mountainside Village #1 B2, L5 Matrix Drinking Water PWSID 0 Sample Remarks Parameter Waters Department Nitrate -N Microbiology Laboratory Total Coliform 9075615301 T-849 P. 03/05 F-358 All DatestTimes re Alaska Standard Time Printed DatelTi a 08/24/2004 6:56 Collected Date/ ime 08/18/2004 11:03 Received Date 'me 08/19/2004 11:21 Technical Direc or i ,Steph�A C. Ede Allowable Prep Analysis Init Results PQL Units Method Contain m Limits Dale Dale 2.37 0.100 mg/L EPA 300.0 ti (<=10) 08/19/04 IJB coU100mL SM209222B (<=1) 08/19/04 DKC C� e ?I6AP 08-27-04 08:36AM FROM-CT&E ESI, SGS ENV SERVICES 9075615301 T-849 P.05/05 F-358 SGS/CT&E ENVIRONMENTAL SERVICES Drinking Water Analysis Report for Total Coliform Bacteria READ INsTRUCTIoNS ON REVERSE SIDE BEFORE cOLLECTING SAMPLE MUST BE COMPLETED BY WATER SUPPLIER (� PUB WATER SYSTEM IDN ft PRIVATE WA YSTEM s Results / end Invoko [] Sand RemitsSam�' S SAMPLE COLLECTION: LA 0011"W"Date: i 4 imv.la MiA. ma... mw MpW,wam MM.ax uo.,m bay YM, Time: Location: Collector: 'Transported to Lab By: 200 W. POTTER DRIVE ANCHORAGE, ALASKA 99518 Tel: 907.562-2343 Fax: 907-5611-5301 Lab Ret No. 1045300 -.,,IA-' I. dSend Inwtu ear srwm Na NOM csixan Naar nem umbar Fax /i1M11arr Mining MIM101 ' city $colt. SAMPLE TYPE: TO BE COMPLETED BY LABORATORY Sample Receiving: _ „ Date: LL Delivery Method: Received BY' Comments: ❑ Sample over 30 tours OM: Results may be unreaMde 4s Hour Walw 11 Routine Repeat Sample (refer to lab, no. ❑ Special Purpos Q Treated Water 11 Untreated Water ❑RUSH SAMPLE Phone #: Fax M . r... a...................... •...... u.............. r.... Bacteriolonical Water Analysis Record: MMo-MUG(PIA) RESULTS: r$ 117�j m: Analysis Began: Total Colifor E. Coli: Analyst: Analytical Method: MEMBRANE FlLTER RESULTS: ,,rte Diract Count Tai & ColoniaelfeemL ® Membrane Filter ve ficaton: MMO-MUG(PIA) Taac.arnn -LLTB BGB: E_ . Daterrime: IZfl I LI 4 Reported By:' S anew e41 .................. ru........ to ADEC: ANC FBx JUN client d M. faxed TNTC • Taa Numnwr w Count on •OgMa.cgm ,--I M.' nacq 10N'IM� 3-31-04: 9:02AM: :907 5615301 # 1/ 200 W. POTTER DRIVE ANCHORAGE, ALASKA 99518 SGS/CT&E ENVIRONMENTAL SERVICES Tel: 907-562-2343 Fax: 907-561-5301 Lab Ref No. Drinking Water Analysis Report for Total Coliform Bacteria 10454844A I READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE iilliiiiiliiiliiililliliiiilllilleltlilllI MUST BE COMPLETED BY WATER SUPPLIER I IIIIIIIg9llllll Q PUBLIC WATER SYSTEM ID# PRIVATEyyyATER SYSTEM [a Send Results ] Send Invoice Sand Results 06end Invoke W.I Marnmane/Cc YNma/ hdA Carllaa[Nam. Wen r F zf umar� L Mal4n O Gy SMa L ✓GD SAMPLE Date: Time: Location: Collector. Transported ",',/^•11^ to Lab By: `pl' Same as collector 'O BE COMPLETED BY I Sample Receiving: Date: Time; Delivery Method: Received By: Comments: i NlNeume mYdin.. w.MrbY.om nwasaroam Nyle GmbaN.ma PAme unlav F4 NumWr ' AY rlplMN.N Gy P1pC SAMPLE TYPE: Routine Q Treated Water Q Repeat Sample Untreated Water (refer to Job no. � 1 w7J Q Special Purpose Other. —"Riu,w-'aAame Siwx ❑ Sample over 30 hours old; =f— Results may be unrell 7{ ❑ 4S Hour Wa 5' For of Locafi � l ignalure ❑ RUSH SAMPLE PAho�j # .....................................................s .. .............• a... ......... .a......... .......0 ........b ......... Bacteriological Water Analysis Record: Sent ADEW MMOddUG IP/A) RESULTS: ANC FSK JUN_ Analysis Began:: gIC'I( 16?00 Total Coliform: Datamme Analyst jj'(ir� I E. Col'r. ' Sem to Client Analytical Method: MEMBRANE FILTER RESULTS: Phoned .❑` FaxedO Direct Count? l9'B Colonies/100mL Dete/Time: ® Membrane Filter venrcatiom Spoke with: MMO-MUG (P/A)Te.IGmm LTB: {BGB: Satisfactory EC: ❑ Unsatisfactory/ p TNTC.T..Num .toc.et Reported By • L a,-, h, _ DateTme:5j I��®t""1 I i 0�i'i � oa .Om.rSan.na Signature _7 L Farm # FW- 0053 12117/03 \\petra\public\DOCUMENT\FORMSWicrO\Coli Form 121703.xis m L = 147.05 N SN CREEK 0 130 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICT EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING A ,SWT. <50 AS -BUILT SURVEY SCALE:I• = b' I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 2, BLOCK 5, MOUNTAINSIDE VILLAGE NO. I 'ITHIN THE JUL-26-04 TUE 2:44 PM GCI CABLE FAX N0, 9078688580 P, 2 July 26. 2004 Connie Chandon C/0 Gamess (Engineering Group, Ltd. 3701 1;. Tudor Road, Suite, 101 Anchorage, Alaska 99507 Dear Ms- Brandon, Subject to your agreement to indemnify the company asset forth below, GCl Cable Inc. of Alaska has no objection to the well encroaching into the 33'BLM section line eascment wlticb. parallels the east property line of Lot 2, Block 5, Mountainside Village l!1 Subdivision. Located on Big Mountain Drive in Anchorage city grid 3439. "Chis letter of non -objection in no way precludes GCT Cable from full use and enjoyment Of any rights it may have within any portion of the utility easement and or the right-of- way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Cable harmless, now and Forever, Ibr any damage, costs, expense (including reasonable attomey's fees), liabilities and injury to any person or property occurring as a result of the e croachment. Please indicate your acceptance by signing a re rnirr this r to myself at the address below. Sincerely, ebeeca Colton OSP Project Manager /- r Y — s Jute 5151 r'airbanks Street • Anchorage, Alaska 99503 • 907 / 868-5600 ga"O'�'J 7/13/2004 Jeffrey A. Garness 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 To whom it may concern: ENSTAR Natural Gas Company A DIVISION OF SEMCO ENERGY Engineering Department 401 E. International Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907) 334-7743 FAX (907) 562-0053 Re: Letter of Non -objection Grid: A3439 ENSTAR Natural Gas Company has no objection to a Two Feet (2 ft) well and septic encroachment into the utility easement located on the easterly property boundary line, Lot 2, Block 5, Mountainside Village #1 Subdivision. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constituteagreement to the following stipulations: ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the property owner. All applicable safety code regulations will be observed and maintained. This letter of non -objection will in no way preclude "ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way; M. ManueN oop'ez,\" Right -of -Way Agent.' ENSTAR Natural Gas cc: File ACS Alaska Communications Systems July 14, 2004 Garness Engineering Group, Ltd. 3701 East Tudor Road Suite 101 Anchorage, Alaska 99507 ACS has no objection to the encroachment of the well and septic system into a platted easement located on Lot 2, Block 5, Mountainside Village # 1, as depicted on the as -built drawing submitted. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: 1. ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. 2. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. 3. Any costs incurred by ACS for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained. 5. This letter of non -objection will in no way preclude ACS from full use and enjoyment of its rights within any portion of its right-of-way. Sincerely, Greg Sbhmid, Outside Plant 6,/L"'" SEDATE : AC&P cs\ i e\L:\Engineer\CORRESPO\NONOBEMMfNVII—L2.000 It1�/azl 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.564.1000 www.acsalaska.com ANCHORAGE WATER & WASTEWATER UTILITY "A New Standard of Excellence" Engineering Division 3000 Arctic Boulevard Anchorage, Alaska 99503-3898 fax 907.562.0824 http://www.awwu.biz Oumed by the Municipality of Anchorage July 14, 2004 Jeffrey Garness Garness Engineering Group 3701 E Tudor Road, Suite 101 Anchorage, AK 99507 Anchorage Alt -America City 'I I 111 2002 Mark Begich, Mayor Re: Mountainside Village #1, Block 5, Lot 2 (Grid 3438) Encroachment into Easement Dear Property Owner: The Anchorage Water & Wastewater Utility received your request for a letter addressing AWWU's position regarding the well that encroaches into the section line easement that parallels the east property line of the referenced lot. An as -built drawing with the easement and well locations was submitted with the request. AWWU water and sanitary sewer mains are not available to the referenced lot. AWWU is not using the utility easement and has no objection to the encroachment. If you have any questions, please call me at 343-8009 or the AWWU ,Planning Section at 564-2739. Sincerely, Hallie Stewart Engineering Technician Voted Best Tasting Water in America - 1998 U.S. Conference of Mayors CHUG C POWERING ALASKA'S FUTURE July 14, 2004 Gayness Engineering Group, Ltd. 3701 East Tudor road, Suite 101 Anchorage, Alaska 99507 Attention: Jeffrey A. Garness, P.E., M.S., President Subject: Letter of Non -objection for Well in Section Line Easement Lot 2, Block 5, Mountainside Village Subdivision Addition ?do. 1 Grid 3439, 1103-11A, OB04030 Dear Mr. Gayness: Chugach does not object to the existing well that has been installed into the 33 -foot wide Section Line Easement on the east side of the above referenced property, as shown on the attached As -Built Survey by Shane A. Holt, dated August 13, 2003. It must be your understanding that the installation of the well within the Section Line Easement area is at your risk. This non -objection is given without prejudice to Chuga&s full enjoyment of any and all rights it may have in and to such Section Line Easement area. All work within the Section Line Easement area must be in accordance with the enclosed Electrical Facility Clearance Requirements. Also enclosed for your use and information is the Locate Call Center card, and Chugach's What is an Easement? handout. If you have any questions please call Chuck Couts, Right -of -Way Agent II, at 762-4738. Sincerely, Jim K. Topolski Manager, Land Services Enclosures cc: Connie S. Brandon P.O. Box 220286 Anchorage, Alaska 99522 Chugach Electric Association, Inc. 5601 Minnesota Drive, PO. Box 196300, Anchorage, Alosko 99519 6300 • (907) 563-7494 Fax x907) 562-0027 • (800) 4787494 www,chbecchelectric.com 0 info@chugachelectoc.com