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HomeMy WebLinkAboutGLACIER VIEW HEIGHTS #2 BLK E LT 10�a �w �' `;,. '-" ,yf, � ya�3F '_.;�:._ X41' 'x., A,„,f,�"-'y� �..,�", ��'h '�y✓,' "u�`` >ti Air ti � �.� .sem' l�.m.,,.✓h..d5 ' ^�A 4Y'. Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201471 PID Number: 050-491-50 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name HARVEY & HILARY PULLEN ABSORPTION FIELD ❑ Deep Trench ® Wide Trench ❑ Bed ❑ Mound Site Address 23051 GLACIER VIEW DRIVE, EAGLE RIVER ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 4 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1 Ft. Gravel depth beneath pipe 3 Ft. Subdivision Block Lot GLACIER VIEW HEIGHTS E 10 Fill added above original grade VARIES 3.91 - 4.07 +/- Ft. Gravel length 44 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 379 Ft' 1 Ft. Well 100'+ 100'+ 100'+ 25'+ TANK ❑ Septic ® S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 10'+ 10'+ 10'+ NA Foundation 10'+ 10'+ 10'+ LIFT STATION Manufacturer ORENCO Capacity 1250 Gal. Remarks Original system decommissioned per code. Alarm location FIRST FLOOR MECH. ROOM Electrical installed by Power Light. & Control LLC Installer NORTHERN EXCAVATION Tank to PIPE MATERIAL House to tank 3034 dra n eld 3034 Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection dates 1�` 12/09/2020 2nd 12/10/2020 Location and description 3`d 12/11/2020 4`° 12/11/2020 BOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL OF l� Conditional Approval: Date ' •:tQ *: 49 TM • ..: • '. Curtis Huffman �� Septic pdstem A pprove �cw Date z! Z ( �'�� •. CE 128991 �� VIP, In 1/202J. . ���',� ,`F pROFESSION�-► Note: this approval does not include well permit requirements. (Rev uoiuzi-i 8) PID: 050-491-45 PERMIT: OSP201471 FCO A -C=44,1' B -C=33,9' A -D=47.6' B -D=38.3' A -E=50.4' B -E=27,5' A -F=79.6' B -F=69.0' 1,250—GALLON HDPE STEP TANK GRADE MT MT 103.57 103.41 FINAL GRADE ORIGI', GRA FILTER FABRIC ORG r 8.50 98.50 SEWER ROCK -- -- < < sP SEPTIC SECTION SCALEI NTS GLACIER VIEW HEIGHTS #2 BLOCK E, LOT 10 SUPPORT®SERVICE PREPARED FOR: HARVEY & HILARY PULLEN 23051 GLACIERVIEW DRIVE ° EAGLE RIVER, AK 99577 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 firstwaterAK@gmoil.com DATE: 1/11/2021 SURVEY: JLS 2021 DRAWN: FWCS SCALE: 1" = 30 14'L� DRY — 6/18/2006 // ENG TH —1986 of A ,461 *9 TH rtis Huffman CE 128991v 1/11/2021 e FESS1010 AV MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program Xig PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 ^ f; http://www.muni.org/onsite v De 1)aI-t11)e11t On -Site Wastewater Disposal System Permit Permit Number: OSP201471 Effective Date: 11/10/2020 Work Type: Septic Upgrade Expiration Date: 11/10/2021 Tax Code Number: 05049145000 Site Legal Address: GLACIER VIEW HEIGHTS #2 BLK E LT 10 G:0059 Site Mailing Address: 23051 GLACIER VIEW DR, Eagle River Owner: PULLEN HARVEY J & HILARY J Lot Size in Sq Ft: 230320 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank. ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing at 50 I �_Q ret s o vv-, 0 aOaCO Received By: Date: Issued By: �ta� Date: �b �Q ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-491-45 Property owner(s) HARVEY & HILARY PULLEN Day phone - 9074400168 Mailinq address 23051 GLACIERVIEW DRIVE, EAGLE RIVER, AK 99577 Site address 23051 GLACIERVIEW DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) GLACIER VIEW HEIGHTS #2 BLOCK E, LOT 10 Legal description (Township, Range & Section) Lot Size 230,320 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field Fx Initial F Single Family (SF) FX (w/wo ADU) Septic Tank FX Upgrade FX Duplex (D) ❑ Holding Tank F RenewalF-1 Multiple Dwellings ❑ Privy El (SF and/or D) Private Well El Water Storage El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: � qq6, Q5 60ft-19 waiver Fees: Date of Payment: lizzi 020 Date of Payment: Receipt Number: — f 1 3 0 L� I-, Receipt Number: Permit No. os'10� D `i rl I Waiver No. GAIDevelopment Services\Building Safety\On Site Water and WastewaterTormsCient Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350 -9566 / firstwaterAK@gmail.com October 30, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: GLACIER VIEW HEIGHTS #2 BLOCK E, LOT 10 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install the reserve site as outlined with one shallow 40’ trench and verify the integrity of the 1000-gallon tank to serve the existing 3-bedroom residence. The design is based on the reserve site and test hole data found in the MOA record. The slopes are moderate at 3-5% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201471, Rebecca Carroll, 11/10/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201471, Rebecca Carroll, 11/10/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201471, Rebecca Carroll, 11/10/20 Municipality of Anchorage Development Serl/ices Department Building Safety Division:. On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page Of www.ci.anchorage.ak.us (907) 343-7904 ON-SITEWASTEWATER DISPOSAL SYSTEM ANDIOR S ELL INSPECTION REPORT Permit Number: . $ C LPID Number: " Name: r Wastewater System: E] New ❑Upgrade Address: o-7 07IC ABSORPTION FIELD Phone: x g ;: $ j:v Number of Bedrooms Ott E J A Deep Trench C3 Shallow Trench El Bed [I Mound ❑ Other: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade:. est GPD/Ft Ft. Block: Lot:/� Subdivision-µ �. € ra Depth to pipe bottom from original grade: Gravel depth beneath pipe: �.:? d;4 C ' .rs i ' , moo.. 41,0 Ft. Ft. Township: Range: Section: Fill added above original grade: ( f Ft. Gravel Lenath ` Ft. Well: New ❑Upgrade Grave! width: Number of lines: Distance between lines: -ti, Ft. Ft. Classification (Private, A, B, ): Total Depth, Cased to: Total absorption area: Pipe Material: s .y (..,,.s FL 61�4Ft_ Ft` e Driller } ill Date Drifie}d: �• � b Static Water eve!: e Installer: 4 � Dat_ Installlee+'dr 6 `^•YT 4.% �r �C..Y"8. ......)F c,C Ft. €.3 ` `�, " � i �y-„ Yield: / Pump Set at: p Casing Height Above Ground: A TNKE GPM ( Ft. Ft, SEPARATION DISTANCES ASeptic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic(Private Manufacturer t Capacity, From Tank Field Station Tank Sewer Line , f _, 0'03 Gal. WellS^'" Material Number of Compartments: Surface Waterv ' 0) __ -. LIF STATIONL Lot Line ° ,....- Size: fvia� �acturer. Foundation j/ d� '9'' ---- .'"^... "Pump on' level at: in 'Pump off' level at: High vv er alarm at: m In Curtain Drain ---- .-a- Pump Make 8local Electrica! Inspections perform ed, Remarks: BENCH MARK Location and Description: Assumed Elevation: 1 (36 Ft. Engineers $tamp Inspections pert©rr ed by: o"'ell. _ Dates: 1st4KII el() 0 ` t 2nd , Development Services Department Approval j M.� Conditional Approval Date: t e Reviewed and approved by: diz-Date: t 06, ,201 _ (Rev. 04106). F.C.D. S. T. C.❑.1 S.T.C.❑.2 D.C.❑. C, 0, 2 M.T. NOR THRIM ENGINEERING 17237 Bear Paw Circle Eagle Rlver, Alaska 99577 907.694. 7028 A B 30 9 43 30 47 35 51 40 80 83 77 79 T.H eserve Site H2 CO2Double C.O.Is MT �j F.C.O. 3 Bcirm Home 100° Wel Am 4 15' T & E Easement 000 G94on Septic Tank GLACIER VIEW HTS #2 BLOCK E LOT 10 1' = 100' aASTEWATER AS -BUILT 11/29/18 2 of 3 S u c N � L u f- c 3 � N L Z 4- °6 O � d O ~ U I Cl. L � W O �l 3 -P Qj W O L d N u Q) Ln O n u O- O W a, O d p :5 O 0- 0 LLJ - OW .L- q- d- O w u a O d L7 CD Y CD CD d Y c C5 H Qi Cl) d L O S u n i W 0i = o H 3 �- W 0 H W LLJH U U Q E:l L -i pq M 4- O u L N Qi LJ U H, W Q a ~ O d L Ln LL. O) - M L O O QS 1 II L U n, L f LL- L� i > N N II A W N O_ > +' +' d u > � 4- W 4- W a, O d p :5 O 0- 0 LLJ - OW .L- q- d- O w u a O d L7 CD Y CD CD d Y c C5 H Qi Cl) d L O S u n i W 0i = o H 3 �- W 0 H W LLJH U U Q E:l L -i pq M 4- O u L ON n h �Z U0) m o 0 TW o 0 Q � ZW n h W �3 U H, W <: LiJ H � W U W ON n h �Z U0) m o 0 TW o 0 Q � ZW n h W S❑ILS LOG - PERC❑LATI❑N TEST 'I TH I M Date Perf ormed: 6/10/06 F�IZINEERING Perf ormed For: Harvey J, Legal Description: Lot 10, Block E DEPTH (FEET) Groundwater? No Depth Water Depth After Monitoring, None Date: 6/18/06 # Date Gross Time Organic 1 - Net Drop . 6/15 0 -- 8" -- 3 6/15 2 Sand 4 - 0.5" 3 w/Gravel 5 -- 8" -- 4 6/15 7 2 min, 7 - 0.5" 5 6/15 8 - -- 8" -- 9 - 6/15 12 2 min, 10 - 0,5" 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - Groundwater? No Depth Water Depth After Monitoring, None Date: 6/18/06 # Date Gross Time Net Time Depth Net Drop 1 6/15 0 -- 8" -- 2 6/15 2 2 min, 8,5" 0.5" 3 6/15 5 -- 8" -- 4 6/15 7 2 min, 8,5 " 0.5" 5 6/15 10 -- 8" -- 6 6/15 12 2 min, 8,5 # 0,5" 21 - Percolation Rate 4 min,/inch Perc Hole Diameter 6" Test Run Between 3' and 4' Comments: Pre -Soaked Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Ef f ect ON THIS DATE DATE: 6/18/06 NOR THRIM Jrc.:) ENGINEERING 3* ••••• ••.. 17237 Bear Pow Circle Steve E Eagle River, Alaska 99577t�, cc -rise 07-694-7028 4 12/5/18'+ Glacier View Hts #2 GE❑TECHNICAL T H 2 LOT 10 BLOCK E 6/18/06 OWNER OF LAND:. BORE HOLE 1111111111111111PIRMIM ADDRESS: LEGAL DESCRIPTION: 61 4 c, , o t t=- A/ DATE: Tr A, PERMIT NUMBER: Date ofIssue — TAX IDENTIFICATION NUMBER: 05-0 - 491 - Is well located at approved permit location? 0 -Yes -3 No Method of Drilling: it rotary j cable tool Depth of well: Casing Type Wall Thickness inches Diameter inches, depth —feet Liner Type: 10 IF Casing Stickup Above Ground: feet Static Water Level: 4 feet Recover Rate: '� C) gpM Method of Testing: &112— - Well Intake Opening Type: "open end 4elTen hole U Screened; Start — feet Stopped — feet F, Perforations Start — feet Stopped — feet Grout Type: re Volume -7 5--4 4 Depth: from feet, to 0 feet Well Disinfected Upon Completion? `J Yes UNo Method of Disinfection: Comments: Driller'sName ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. &,-f6 0 _)tE'<4J4 'V': "j 'K 6,c Aj T Driller'sName ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Jim. Sullivan, CPI PO Box 770197 AJ Eagle River, AK 99577 SAUS 9 SM (907) 688-2510 (907) 258-2510 (907) 745-2510 apw.na p-driet I Well Drilling Permit Number: SW050436 Parcel Identification Number: 050-491-45 Date of Issue: 11- 18-05 Arctic Puinp & Well, Inc. Page I of 1 Legal Description: Glacier View Property Owner Name & Address: HTS #2 Harvey Pullen Lot: 10 Block E PO BX 770961 Pnah- R;vpr ATC 00577 Pump Installation Date: 9-8-06 Pump Intake Depth Below Top of Well Casing: 199 Feet Pump Manufacturer's Name: Dempster Pump Model:LBF2-75-S2 Pump Size:3/4 hp Pitless Adapter Burial Depth: 11 feet Pitless Adapter Manufacturer's Name: Martinson Pitless Adapter Installer: Grey's Construction Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Puinp & Well, Inc. Page I of 1 a z M^~ follawing describe f�.:.£ $:*. t i #i3aB " t # t ; far _ ;�� std HIM! l r e*'a , z; 3 :A { 3 } 3 xi 7 r 9 �s. " �a a z M^~ follawing describe f�.:.£ $:*. t i #i3aB " t # t ; far _ ;�� std HIM! l r e*'a , z; 3 :A { MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO50436 Date Issued: Nov 18, 2005 Expiration Date: Nov 18, 2006 Parcel ID: 050-491-45 Legal Description: GLACIER VIEW HEIGHTS #2 BLOCK E LOT 10 Design Engineer: 0838 North Rim Engineering Site Address: NHN GLACIER VIEW DRIVE Owner Name: HARVEY JAMES PULLEN Lot Size: 230320 SO. FT. Owner Address: PO BOX 770961 Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of: Q Disposal Field E Septic Tank ❑ Holding Tank ❑ 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, seated, and heated to prevent freezing. Received By-. Date: /r/5(/0_y Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n6t) -tAq i - 4 - Permit Number SW Property owners&Le,,l .41 Day phone Mailing address 14>o, 7 7O %/ 5•Q. Zip Code / FIT *7 / Y p, Site address C> /�/4ci v- ✓ 6H"&/C--Zip Code ?Jr Legal description (Lot, Block & Sub'd.) // GCre_r �4p-a-J �f f #2 91,c -A E /4 Legal description (Section, Township & Range) Lot Size as0' 3�U Acr s/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms Sewer Only ❑ Well Only ❑ Sewer and Well � Water Storage El 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. F_ of property owner orauthorized agent) Permit/Rush Fees: ® 4tro.CO f IX.00 Waiver Fees: Date of Payment: (T/p/� Date of Payment: Receipt Number: 11rffi ec-7) _NRC3 Receipt Number. (Rev. 09104) �2TI-S ENGINEERIMING Northitim Engineering 17237 Bear Paw Circle Eagle River, AK 99577 907.694.7028 November 10, 2005 MOA On -Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE; Glacier View Hts #2, Block E, Lot 10 A lot is being developed. The soil test was good. High slopes are present which must be re -graded in the vicinity of the wastewater system. This is a large lot. The neighboring lots are mostly developed. This site should not negatively impact any of the other area lots. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Sincerely, Steve Eng, PE, PH Design Enclosures 1 .r. TF ENGINEERING Glacier View kits #2, Lot 10, Block E SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 3 -bedroom, single family home. Some of the neighboring lots are not yet developed. No groundwater was present. A 1000 gallon septic tank will be constructed and a 5' wide trench. This lot is very large and has high slopes; the slopes will require regarding in order to maintain at least 50' distance from the drain field for slopes over 25%. No adverse impacts are expected from developing this lot. The neighboring lots are similar. The lots are served by a private water wells. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. Soil tests revealed sandy soil with low silt. An application rate of 1.2 GPD/FP with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 450 FP/5'x .5 reduction factor = 38'; 1 line @ 38'. No bedrock was encountered. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment, 1000 gallon septic tank. • Watertight couplings on inlet & outlet. • 5' minimum between the tank and bed. 10' to property lines. • 3' of cover or insulation is required for trench; an equivalent of 1" insulation for each foot soil cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock. • Drain rock to be 1/2 inch to 2 %z inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • Backfill over drain rock must not be less than 36". • The finish grade must be mounded to promote drainage over the trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene (Dow Styrofoam III or equal) Septic System Construction Does Not Preclude Adjoining Lots From Sanitation Improvements. Slope @ A A ` i I I I 15 T & E Easement i I ( I Site i I Gallon Septic Tank i Sects n A—A Rio roposed ouble C.O.'s H ner Wel l I TJenc I i ---"�Drivewa / NOR THRIM ENGINEERING 17237 B.e, Paw Cbol. Eo9l. Rlw. Nof a 99577 907.694.7028 'DESIGN NOTES: 1. Total Depth of Trench is 8'. Terrain relatively Oat. 2. Sewer Service Line minimum 2% slope. 3. Trench is Minimum 10' from Lot Line. 4. Lots Served by Private Water Wells. 5. Slopes in excess of 25% to be graded to maintain at least 50' to edge of slope greater than 25% . 1 1' = 100' GLACIER VIEW HTS #2 SLOPE Al LAYOUT BLOCK E LOT 10 cow_-- 1 11/18/05 12 of 3 1 R U c L S L U H L 3 L L (, en O Y 4J C: d o CL U � a C: a) W 0 U CL Zr Y c C% U tA 7 O c d a, V O) N O a a 0 s � s a u '+ 3 O p LO Cl) W O ~ V1 � ~ 0i O £ [ N N i� :t•. L N n :i L = O 3 3 LA C3 CD 1 Z ''' W U I1 L 1 WAK cC5 s Y CL U U A c ¢o J J a, l� (=a c > :p u O, W 3 � Y W a < Z ~ o Q u C) H oda L A £ o uZ >� u u W W c F— C O L ¢ 0- � ,p 4 W W U o 01 o d T U W U sd No L -YN aN� C a, a c a, a, aL, cu w a N £ + N 3 O O OL�4 E -CV) O U 'a ow L tj LO 0 tn a, It L c o a tn a a mN o a -��- oa,cn a.N UV)LJD£oc a en c.64-4,U•l'U Ul � tip N U d ,}. 2 U q VI�OD �OLalt O -N �� ;0 0 4 W 0VI app U £ TW dwn 3 O U dN L aO L < b cr c`n )a)tc0)C,aj �Z he W ZW ^o PI acv vi4vi�6 w i DESIGN NOTES: 1. Total Depth of Trench is,8' Terrain relatively flat. 2. Sewer Service Line mini um 2% slope. 3. Trench is Minimum 10' from Lot Line,F .f J 4 Lots Served by Priv a Water Wells. Septic/System Construction Does Not Preclude Adjoining Loth From Sanitation Improvements. 5. lopes in excess a 25% to be graded to / i -- maint/atleas50' to edge of slope greater than 25% ._ �- I i i 9 Septic �� 1 System Slope I > 25%'" To be -Reduced By Grading Proposed Septic f `I v Slope No Surface Water Present 11 I NOR THRIM ENGINEERING 17237 e.cr Pow Vml ma * 99177 907.694.7028 _ Ju I JC 11 Well o A, 11 �><' Septic S�yste 1' = 3001 GLACIER VIEW HTS #2 AREA ! LAYOUT BLOCK E LOT 10r 1 11/10/05 2of 4 I I I I I c C% E N N �t N O i� N O. .s = O 3 d ~ 3 �- U M i OO' ^a O 0 C 0� W :p ° ° L F oi, D_ 0 > Ca u ao, u w a. Qp L JJ c ) ,ywv L7 M L i U N L� 3 ~ %D LCcQ 3 fN O 0 = 3VI, M91 W O F- CLCL sI Q a �a3i LJ N Ca 0)Q) >a-0 h uuD 41 H L :5 3 H ES E Z L U _£ z75LO 41 1L n w 0 O C5 C5 d O +• c N C 0.f - au as 0 0 C, 3 0 Ca d 0 N N J d d 0_ a a d d i O L u w L a s 0 L N rl, N �t Ol f— }' 6 = O 3 � a 3 �- 0 LTJ O L LO > +03 0� W � Y Y u u Qp L JJ a L7 M m m 0 %D 3 = w z 6— LLW O F- CLCL w 06 Q 3 z Q J Ln a- rl, ' L S❑ILS LOG - PERC❑LATI❑N TEST TH. IM Date Performed: 11/3/05 E ,91NEERING Performed For; Harvey J. Legal Description: Lot 10, Block E 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - DEPTH (FEET) Slope >25% Slope Modification Necessary Groundwater? No ' Depth Water Depth After Monitorino, None Date: 11/10/05 # Organic Gross Time Net Time Depth Net Dro 1 SP t Sand 9' -- 2 11/2 r.:'.;:• ° w/Gravel 9.5' 0.5' 3 11/2 5 -- 9' -- 4 11/2 7 2 rain. 9.5' 0.5' 5 11/2 10 -- 9' -- 6 11/2 12 2 Min. Slope >25% Slope Modification Necessary Groundwater? No ' Depth Water Depth After Monitorino, None Date: 11/10/05 # Date Gross Time Net Time Depth Net Dro 1 11/2 0 -- 9' -- 2 11/2 2 2 min. 9.5' 0.5' 3 11/2 5 -- 9' -- 4 11/2 7 2 rain. 9.5' 0.5' 5 11/2 10 -- 9' -- 6 11/2 12 2 Min. 9.5' 0.5' Percolation Rate 4 Min./inch Perc Hole Diameter 6' Test Run Between 3' and 4' CommentsPrp-Snoked Performed By NorthRim Eng, I Performed in Accordance with All Sta ON THIS DATE. DATES 11/10/05 NORTHRIM yam: ENGINEERINGd 17237 Beer Pow Circle Fogle River, Alosko 99577 ?07-694-7028 CERTIFY THAT THIS TEST WAS /Municipal Guidelines in Effect Glacier View Hts #2 GE❑TECHNICAL T.H, 1 LOT 10 BLOCK E i 11/10/05 1-- LolIR !, riMEMO �'>J Steve Eng, PE, PH 17237 Bear Paw Circle, Eagle River AK 99577 (907) 694-7028 tel (907) 694-7026 fax NorthRimEng@aol.com Date: 11/18/05 Number of Pages: 3 To: Joe Goodall l%IOA On -Site Services Subject: Glacier View lits #2 SID, Block E, Lot 10 Slopes in the entire subdivision are steep. The owner proposes to bring in clean fill to lessen the slope to 25% or less within 50 feet of the trench as depicted in the attached drawings. This grading will be completed at the time of wastewater system construction. Thanks -Steve N E J w OL 0 H aN W N N 0 s o �- �- o 3 H 0 w U W d W -_N a CJ o, 0 0 at°a to ¢ 0 LO O H N I' S N F L L N d s 3 to 0-3z £ s O) U l� d 2 f ¢ O "N• t ~ ¢ 4--1 L 0 t) - N u C3 a W �0 tihCD 1, N W e N J N a �WaOn ry W 3� � � r� J > ZW W �- W o Ld Y U W 0 J p C5 P21 W CL F- 0 u J W 0 N W a W OQ J ttr) rue o 0 H 0 Y W J Old W U o N +� 3 4 O N O L j� L t7 3 vi S 0 •._yi ' —ml yS.r } M _%)I rel. _� N W e N J N 1 O �WaOn ry W 3� W � � r� J > ZW W �- W o Ld Y U W Q O J p C5 P21 W W U, Ua J 3 � o h �WaOn W I n�O Q ZW �- W CL z 1 p W CL F- 0 u J W N W n U, Ua 3 � o h �WaOn o�n n�O ZW �- W Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: NORTH RIM Legal description: GLACIER VIEW HTS #2 BLOCK E LOT 10 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or Inadequate. ❑ Incomplete; missing _ ❑ Incomplete; missing ❑ Additional adequacy test information needed. _ ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ insufficient fill over tank or field._ ® Other. SITE PLAN SHOWS PROPOSED TRENCH IS TOO CLOSE TO TOP OF CUT BANK OR SLOPE GREATER THAN 25%. TRENCH NEEDS TO MAINTAIN 50 FOOT SETBACK FROM SLOPE GREATER THAN 25%. OR 35 FOOT HORIZONTAL SEPARATION USING INSTRUCTIONS ON ATTACHED MEMO DATED APRIL 7.2004 Name of reviewer: JOE GOODALL Date: 11/16/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK DATE: April 7, 2004 'pt B4/ MUNICIPALITY OF ANCHORAGE Building Safety Division a MEMORANDUM TO: On - Site Services Program FR s oss, P.E. ger, On -Site Water Wastewater Program SUBJ: Slope setbacks from >25% In situations where slope conditions will not allow a wastewater disposal field to be located 50 feet horizontally up gradient from a change in slope to greater than 25%, as required in AMC 15.65.060.A.1.b the following requirements apply: (As allowed by AMC 15.65.030.G) 1. A point shall be determined two and one half feet above the invert of the distribution piping of the septic field at the field's closest point to the slope greater than 25%. 2. A line shall be drawn from this point and perpendicular to the distribution piping at a down slope of 25% In the direction towards the slope greater than 25%. 3. The intersection of this hypothetical line and the actual slope shall be a minimum of 35 feet horizontally from the point established in #1. 4. This 35 foot horizontal separation shall be the minimum allowed between a disposal field and a slope of greater than 25%. If a property has a wastewater disposal system that was constructed prior to 1986 and the absorption field encroaches a change In slope greater than 25%, an upgrade of the failed system may be approved in the same location if the following applies: 1. No other location exists on the property to construct an upgrade drain field with proper separations. 2. The engineer field verifies that no effluent ever surfaced on the slope surface. 3. The engineer maximizes the separation from the field to the slope as much as ;� possible. MUNIC�PALETY OFANCHORAGE Development Services Department ,r.�' Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 050-491-45 1. GENERAL INFORMATION Expiration Date: (-1-2-1-2-1 Complete legal description GLACIER VIEW HEIGHTS #2 BLOCK E, LOT 10 Location (site address) 23051 GLACIERVIEW DRIVE, EAGLE RIVER, AK 99577 Current property owner(s) HARVEY & HILARY PULLEN Mailing address Real estate agent Day phone 23051 GLACIERVIEW DRIVE, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 280 Date of Payment Receipt Number. 51 1 1 COSA # OSC211020 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 Certificate of On -Site Systems Approval 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 1/18/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & FWCS 6. DSD SIGNATURE System #1 Approved for -3 System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms TH r�•. .. ......... Curtis Huffman CE 128991 , PROFESSIONP� bedrooms, with the following stipulations: "A- Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: GLACIER VIEW HEIGHTS #2 BLOCK E LOT 10 Parcel ID: 050-491-45 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system _ A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 5/23/2006 Total depth 220 ft Cased to 64 ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 11/19/2020 Static water level at beginning of test 44 ft. Well production at time of test 3.4+ gpm Comments B. TANK DATA Age of tank(s) NEW TANK years Tank type/material STEP / HDPE Measured operating fluid level in septic tank ® Standpipes/foundation cleanout per record drawing Date of pumping *' D. ABSORPTION FIELD DATA Which system tested (date installed) NEW SYSTEM ® ALL standpipes present per record drawing Total measured depth from grade 8.1 ft (max) Measured depth to pipe invert from grade _ft (min) ® N/A — pressurized field ® Monitor tubes go to bottom of effective. If not, state depth into effective Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate 0.434 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) Collected by F ES Date of Sample 11/19/2020 C. LIFT STATION ❑ Required maintenance completed Age of lift station 0 years Lift station material HDPE Comments: *NEW SYSTEM Adequacy test date NEW SYSTEM Results 0 Pass For bedrooms Fluid depth prior to test _ in Water added gal New depth in Elapsed time min ® Code -required soil cover over field Final fluid depth in ❑ System presoaked Absorption rate and (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: FWD E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No ft Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No __ ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ® Yes Animal Containment > 50' ® Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ft ft ft ft ft ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ®Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION low •(� I certify that l have determined through field inspections and review ®,�,�Q.:•' '•���� of Municipal records that the above systems are in conformance �i •;5� �¢ with MOA COSA guidelines in effect on this date.TH .. .... ....�:.. . Curtis Huffman >� CE 128991 -� p ft ft N t o o n C ^3 ►btr1 n p �g Y20�3� � o Z e. coo m Cd F�r1 y m*? O M Z O O' y a o y¢ x ioo C�r9 zry ro co N o r" O cmc D o` D vc CD t� d o _ ti r o-' ��C O O m II rn G O 0 coo: n' o ro a c� rA o a ro c'. ,p a y w Q m N a a CD F� AMV owe' CS o v �� ��® r , C) �h o ol � 6Z SCHUL o0 CO - Pp0 s� N40°2 '05" 251 Ivo a ,� sf E DCD rd co .? p W 5' CIO(— to 0 0, ( a� \ co Zo CD ° co aZrl 0 N32°2815E 920.64' 2 s� 4 s / ov ado oyy / co f Ar �y M- 0 / h0& FNc / 1355 q /} •9p � Ut t y9 � 747-45' b � -d