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HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 22C� r r 4 ��an -. f,;,�. �s"a ' „�3-•� may, vn";,� w^„� e ��;r�,s�"�-.�-�,,,w-; '^.�,. ,.�z�.M� .;�. Inspection Report_1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 4 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161204 PID Number: 050-223-07 ❑ New 0 Upgrade Name: Charlaine Skeel ABSORPTION FIELD ❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 18847 Whirlaway Rd. Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2GPD/SF 11 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5 Ft. Gravel depth beneath pipe 7 Ft. Subdivision Block Lot Eagle River Valley Ranchettes 22C Fill added above original grade 0 Ft. Gravel length 55 Ft. Township Range Section Gravel width 3Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 770 Ft2 1 N/A Ft. Well N/A 100+ N/A N/A 100+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water N/A 100+ NA N/A Gal. Material Number of compartments Lot Line N/A 11.6 NA N/A NA Foundation N/A 10.2 NA N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain N/A 50+ NA N/A RemarksField replace only Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 Flinstone Enterprises Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspection 1$ g/18/2016 dates: nd 2 8/19/2016 Location and description 3rd 4,h Bottom of Siding COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp k OF A,� ��lf Conditional Approval: Date _ ,. •, j • • tteven '1� 'Pannone ��Q• CE 8149 W Approved ,� �� � Date 1�/'110 /s q 4.p 4 Inspection Report_1-1-12.doc ABBREVIATIONS TH TEST HOLE EA EACH FCO FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. _C# CLEAN OUT NO. W M# MONITOR TUBE NO. _ R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE ITS FLOW SPLITTER (E) EXISTING (P) PROPOSED TYP TYPICAL I 12508 SEPTIC TANK (E) 23DI 10' UTILITY EASEMENT )N- W W 10' UTILITY EASEMENT J LOT 22C 3 BR HOUSE (E) O Ci A B o v� mi 11.6 ° SEPTIC AREA (E) TH-1984 10.2 \ (SCHAFER) C o C2 M2 NEW DRAINFIELD 55LF x 3.0'W x 7.0'ED x 1 1.0'TD TH-1 / WHIRLAWAY ROAD DRAINFIELD (E) IN FAILURE COMPLETELY REMOVED ANY PART WITHIN 10' OF NEW DRAINFIELD DESIGN PARAMETERS INCLUDING ALL BIOMATTED MATERIAL PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 1250g (E) PERC RATE: 2.8 MPI Z SOIL RATING: 1.2 GPD/SF _ LEGEND AREA RQD: 375 SF U A B —w—wWATER LINE/ SYS. TYPE: DEEP TRENCH 7.0'ED C1 1 1 .7 33.2 WELL RADIUS MIN LENGTH: 26.8 LF USED: M2 34.6 21.8 ss NEW SEPTIC 55LFx3'Wx7.0' E.D., 12.0' TD TOTAL AREA: 770 SF NOTES:����Dote RECORD DRAWING PANNONE ENG SVC, LLC �pFq�q\l 8/24/2016 P.O. BOX 100217 ANCHORAGE, AK 99510 • S�l�, Scale DRAWN BY: PHONE (907) 272-8218 FAX (907) 272-8211 j * � 1"=30' NJC ........ ... . .... P.I.D. NO EAGLE RIVER VALLEY RANCHETTES, LOT 220 / 050-223-07 REVISED 3/14/18 CHARLAINE SKEEL / Steven R. Pannone IV, PERMIT NO. CE 8149 AZT OSP161204 18847 WHIRLAWAY ROAD +� `'slF � � 811.;A� PLAN EAGLE RIVER, AK 99577 �t\lFo�o SSio-*",,•= Sheet ��� ``�� 2OF4 z r w m w m 0� �0 > 0 0 0 5 F �w w J ow ? FILTER FABRIC ? a J v 0 00 J 0 4" 0 DRAIN PIPE o uJ' 0 DRAIN ROCK 6" ABOVE PIPE INV 0 FG/OG 98.1 TH-1 OR -1.0 5.0 GM/ FILL -4.0 12508 SEPTIC -93.1 TANK (E) DRAIN ROCK 7.0 GM/ 86.1 SM PROFILE 7.0 79.1 -19.0 NO GROUNDAWATER 8/24/16 NOTES: 1�����\\\ Date A�'9S 8/24/2016 PANNONE ENG SVC LLC — of i� RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 r '�� 1` DRAWN BY: PHONE (907) 272-8218 FAX (907) 272-8211 /eco �y�rl Scale NJC NTS REVISED 3/14/18 EAGLE RIVER VALLEY RANCHETTES, LOT 22 ...... .. ....... 050-223-07 CHARLAINE SKEEL r Steven R. Pannone. PERMIT N0. 18847 WHIRLAWAY RD. I �F'. E 814 OSP161204 I F' , Jar DESIGN DETAILS EAGLE RIVER, AK 99577 +�lil�nR N��-" Sheet 3etOF 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 TEST HOLE 1 OR ORGANICS GM/FILL SILTY GRAVEL AND FILL GM/ SILTY GRAVEL SM AND SAND BOH DATE PERFORMED: 8/17/2016 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? — DEPTH TO WATER AFTER MONITORING? -DRY- DATE: 8/24/2016 TH X READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP 1 8/17/2016 11:40 --- 4.89 -- 2 11:50 10 MIN 8.50 3.61 3 11:50 --- 4.89 -- 4 12:00 10 MIN 8.49 3.60 5 12:00 --- 4.89 _- 6 12:10 10 MIN 1 8.49 3.60 SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 2.8(minlinch) • PERC HOLE DIAMETER 6 • TEST RUN BETWEEN 5 FT AND 6 FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by Flinstone Enterprises. Test Hole was presoaked before Perc test. PERFORMED BY: DAN MORAN. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: RECORD DRAWING DRAWN BY: NJC SOILS LOG PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 EAGLE RIVER VALLEY RANCHETTES, LOT 22 CHARLAINE SKEEL 18847 WHIRLAWAY RD. EAGLE RIVER, AK 99577 , Date OF A�gsll 8/24/2016 Scale *:49R NTS . ... ........ P.I.D. NO 050-223-07 Steven R. Pannone PERMIT N0. CE 814 0SP161204 FpF� .... yP��� Sheet l� PROFFSSIO`ti 4 OF 4 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: OSP161204 Tax Code Number: 05022307000 Work Type: Septic Upgrade Permit Effective Dates: August 16, 2016 to August 16, 2017 Design Engineer: Pannone Subdivision: EAGLE RIVER VALLEY RANCHETTES Site Legal Address: EAGLE RIVER VALLEY RANCHETTES LT 22C G:0054 Owner/Address: SKEEL CHARLAINE M 18847 WHIRLAWAY ROAD EAGLE RIVER AK 995778334 Site Mailing Address: 18847 WHIRLAWAY RD, Eagle River Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 4, l'n/ 17955 3 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. Special Provisions: 1. The number of bedrooms are to be corrected with Property Appraisal prior to IR approval. 2. An additional test hole is to be done prior to construction. Construction may proceed at your own risk before the 7 day water monitoring is complete. Submit soils log with the IR. Received Municipality ®i Anchorage >° s P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax 19n71 ins-7gg7 Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSP161097 COSA#: _ Permit#: OSP161204 PID#: 050-223-07 Legal Description: Eagle River Valley Ranchettes Lt 22C Engineer: Pannone Engineering Services Applicant: Charlaine Skeet Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 3.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ................................................................................ Waiver is Granted: X Waiver is not Granted: Date: e I// /4�5 Approved by: Name of Reviewer ............................................................... ............. **** VARIANCEMAIVER REVIEW **** MUNICIPALITY OF Community Development Department Development Services Division 6 On -Site Water & Wastewater Program ANCHORAGE Phone: 907-34 Fax: 907 -343 - ON -SITE SEWER/WELL PERMIT APPLICATION r / Parcell.D. 050-223-07 Property owner(s) Charlene Skeel Day phone Mailing address 18847 Whirlaway Road, Eagle River, AK 99577 Site address 18847 Whirlaway Road Legal description (Sub'd., Block & Lot) Eagle River Valley Ranchettes Lot 22C Legal description (Township, Range & Section) Lot Size 52900 +/- Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) >t (w/wo ADU) Septic Tank1 lr Upgrade 0 qIle (e Duplex (D) ElA Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tante: I certify that the above information is cor7ct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property ow authorized agent'rC.IAOP A r` faf t(I Permit/Rush Fees: 6 Sn - Waiver Fees: Z1�5 "12-9 Date of Payment: -?IA116 pprr��Date of Payment: g�/6h Receipt Number: a eceipt Number: OCJ t 62 C, - Permit Permit No. 0 5PI 6la0(t Waiver No. 0J V 1,6/2 9 7 Permit App_.;- : Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveBaoanenaak.com 16 July 2016 Subject: Eagle River Valley Ranchettes, Lot 22C Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve an existing three-bedroom (3BR) house. Currently the lot is developed. This lot and the surrounding lots are served by a community water system operated by AWWU. There are no wells within 200' of this system. The existing drain field is in failure and it is the intent of this design to remove and replace this drain field with a similar drain field. It is our intent to deepen and shorten the field to keep it out from under the driveway. All biomatted material will be removed and replaced with new clean sewer gravel. 1. Soils. The subject property is part of a developed subdivision. A test hole was excavated by R.E. Schaffer in 1984 to a depth of 14 feet. Due to the limited area in the vicinity of the drain field and the extensiveness of the previous investigations in this area, excavating a new test hole will destroy the remaining undisturbed soils on this lot. PES proposes using the existing test hole and verification of lack of ground water and bedrock from surrounding lot's soil investigation. The neighboring lots all have test holes to depths ranging from 14 to 20 feet. Ground water was not observed in any test holes to a depth of 20' below the surface after the 7 -day monitoring period. Bedrock was not encountered in any of the test holes. Based on the results of the percolation tests performed on this and the surrounding lots, and the overall soils appearance; an application rate of 0.6 gallons/day/square feet was used for a conventional wastewater system for this property. 2. Soil Absorption System Design. a. See Sheet 1 of the design package 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The proposed system will be placed in front of the existing house. The area slopes to the south at approximately 5%. - The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 272-8218. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steveCa@nanengak.com 15 August 2016 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P O Box 196650 Anchorage, Alaska 99519-6650 Subject: Eagle River Valley Ranchettes, Lot 22C Lot Line Waiver Request Ladies and Gentlemen: We request a separation distance waiver for the absorption field to the lot line to three feet (3'). Due to space constraints there is not sufficient space to construct a field the required 10' from the lot line. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. If you have any questions or concerns, please contact me at 907.272.8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 ABBREVIATIONS TH TEST HOLE EA EACH FCO FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. 10' UTILITY EASEMENT C# CLEAN OUT NO. M# MONITOR TUBE NO. W W__�_ W W 10' UTILITY EASEMENT R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER (E) EXISTING (P)PROPOSED TYP TYPICAL j � LOT 22C 1250g SEPTIC TANK (E) —' - I 23D �J a z w� v, 3 BR o HOUSE a o (E) c z J W 6\'�oVl 1 1'7 \ 7 SEPTIC AREA (E) (SCHAEER) ! I DRAINFIELD (P) � SSCP x 3.0'W x 7.0 ED x 11.0'TD TH—(P�� WHIRLAWAY ROAD TO BE PERFORMED i N' f AT TIME OF CONSTRUCTION I/ - i DRAINFIELD (E) IN FAILURE V COMPLETELY REMOVE ANY PART WITHIN DESIGN PARAMETERS I 10' OF DRAINFIELD (P) PRIMARY SEPTIC SYSTEM INCLUDING ALL BIOMATTED MATERIAL - NO. BEDROOM: 3 (450 gpd) REPLACE DRIVEWAY IN KIND - TANK SIZE: 1250g (E) RIF NECESSARY PERC RATE: 20 MPI SOIL RATING. 0.6 GPD/SF LEGEND - AREA ROD: 750 OF —w w WATER LINE/ —SYS. TYPE: DEEP TRENCH 7.0" WELL RADIUS MIN LENGTH: 53.6 LF USE: ss NEW SEPTIC 551_Fx3'Vh7.0 E.D., 11.0• TD TOTAL AREA: 770 SF NDTEs PANNONE ENG SVC LLC _ �1 °°`e FOR CONSTRUCTION ' 4 OF A. ��l 8/15 2016 P.O. BOX 100217 ANCHORAGE, AK 99510 � '�� q � / PHONE (907) 272-8218 FAX (907) 272-8211 ig�P �y1� Scale DRAWN BY j*; 49TM1_ DRM • • ""' ^ P.I.D. NO EAGLE RIVER VALLEY RANCHETTES, LOT 22C /._• 5V�// / 050-22s-07 CH ARCANE SKEEL �Skeven r'Cn-e�/ PERMIT NO. '. 18847 WHIRLAWAY ROAD ����c�s. CE 8149 �� 0AD161204 PLAN EAGLE RIVER, AK 99077 �11ll�� ��? Sneet 2 SPECIAI PROVISIONS TO SPECIFICATIONS 1, ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2, SCOPE OF WORK: REMOVE AND REPLACE SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 17 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SURROUNDING SOIL TEST HOLES. IF AN .APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 17 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4 THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) HAD THE WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5, THE CONTRACTOP, IS RESPONSIBLE FOR ALL R.O.'JV. AND OTHER REQUIRED PERMITS_ OTHER THAN THE ATTACHED - 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES WERE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. t0- THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. I I THE CONTRACTOR SHALL PROVIDE DATA (UPON WHICH THE RECORD DRAWING WILL BE BASED) THAT REPRESENTS THE PROJECT AS CONSTRUCTED. THIS DATA, IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 17.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TITLE: NOTES: PANNONE ENG SVC, LLC OF q `�l Date FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 �E Cgsll� s/1s/zo16 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY q.QTH*�� NTS DRM ..... .. 1 ... F.I.D. NO EAGLE RIVER VALLEY RANCHETTES, LOT 22_/ . CHARLAINE SKEEL '. .. .., as-zz3-m �~ Steven R. nnnone / FERMIT N0. 0slCE 8149 .-,QA OSP161204 18847 WHIRLAWAY ROAD DESIGN DETAILS EAGLE RIVER, AK 99577 (il1FD oFEsa�X�= Sheet z of 2 Municipality of Anchorage I _ Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.cLanchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW060296 PID Number. 050.223.07 "'""' Wastewater System: ❑ New ® Upgrade Add.w 18847 Whirlaway- Eagle River AK 99577 ABSORPTION FIELD ptnns: N tubera Becroanu: o D.ro Tr«car a Shallow Tr«ch o Bed o Mow o Dow LEGAL DESCRIPTION B°""'°"0 Taal Owe rom "nal grade: Exist' Field GPDIFr' Ft. Block Lot SrLdwelon: Depth to pipe oalom from orignal grace: Gnwl depth berradr p pe: 22C Ea Ie River Valley Ranchettes Ft. Ft To w.P: a+rroeL sechorr: FA added aoove oriprW grade. Growl Length: Fl. Fl. Well: ❑ New El Upgrade Leval widUc bl a a Im'. owalce oetrvean Ims I FI. I Ft Cw.0 (non tPMale, A B. CI: Taal Depth: Caws ro: Total ageorpkar was Pipe Malemai AWWU Ft. I Ft Ft= 1 3034 PVC Maw Dale Dnd.d'. Slats Wal« Lev«. h5wiler. Dau frnWNd. Ft Ea le Glacier Exc. 1 911012006 you Pura Sal at Cawrg "..pa• Grave. TANK GPM FL Ft SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding ubticlPovate Mar.rl«au«. c.p.ulf From Tank Field Station Tank Sewer Lim Anchorage Tank 1250 G.I. Wall 200+ 200+ 200+ 200 Mnerul. Nu of Gomprorwas 1 2 Solace Water 100+ 100+ LIFT STATION 19.1 18.8 5�.. Manuladu«. La tare Gal 5.0 13.6 •Pure Of level M. •P� rnp olr level at HO "ter &I" at. Faardel m 1 In M in 50+ 50+ Pero Make a Mode EleWcal frr.p.ala,s Psdanrd by Curran Oran NewTankonl BENCH MARK Locelron arra D..mplro . Back Door Threshhold Aewamd Ela,,V.. 100.0 Ft Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 911012006 2nd 911012006 .......114 ♦♦ Development Services Department Approval �••' _► j♦♦ Conditional Approval Date:49r" '.'� ♦. ..r. .............. • Steven R. Ponnone,- ♦♦ Reviewed and approved by: ✓• Date: �,% No. CE 8149 ♦♦♦♦• 6� �� rnie� PERMIT NO:SWD60296 RECORD DRAWING P.I.D. NO: 050-223-07 WASTEWATER DISPOSAL SYSTEM LOT 22C EAGLE RIVER VALLEY RANCHETTES SID AREA I I I L---------------- w —w _w —w w w ---- ------------ I I 23DI CONNECT TO EXISTG LINE TO FIELD EXISTG SEPTIC I AREA NEW 1,2508 I SEPTIC TANK I INSTALLED DOUBLE I CLEAN -OUTS AFTER TANK – I � LOTS SERVED BY AVJNN WATER NO WELLS WAN 200 FEET NOTES: 1) All work shall be performed In accordance with AMC15.65. 2) Materials used shall be In accordance with those specified In AMC15.65, Wastewater Disposal. 3) Maintain 10' separation to all lot lines and water lines, unless noted otherwise 4) Lots served by community water I systems. No wells within 200' of proposed system. {_ 4921 : >} AREA —\ EXISTG 8• AC LOTS SERVED BY AW WU W WATER LINE NO WELLS WlIN 200 FEET ----- ----------- -_w w —Nv —w —h"' T 5.10% 1T r 5.10% ABANDONED 1 2 3 v�1- +I CRIB EXISTG SEPTIC i� 10°k TANK ABANDONED WATE n IN PLACE PEP CODE 3BR HOUSE r 5-10% EXISTG DRAIN[ TO REMAIN ( 5.10% WHIRLAWAY ROAD W w —w —w =w -�----------— 4 SERVICE LINE 22D D EXISTG SEPTIC L AREA LOTS SERVED BY AW WU WATER NO WELLS WIIN 200 FEET CO A B FC 10.5 28.9 T1 8.6 32.0 T2 11.1 34.6 --� r ------------ 'S SERVED BY AW WU WATER I I WELLS WIIN 200 FEET. NO SEPTIC I I ;TEMS W/IN 20 FEET , NEW 12509 SEPTIC TANK 99.5 DESIGN CALCULATIONS: TANK REPLACEMENT ONLY BEDROOMS:3 93.OA CONNECT MIN SIZE TANK:10009 TO EXISTG FIELD � PREPARED FOR: PANNONE ENG. SVC, LLC Steven R Pannone "W' Larry Skeel P. O. BOX 102954 CE 8149 ...................' Eagle River, AK 99577 227-3522 P. 272-8218 Fax 1��_ 1�'♦♦♦ DATE: 11-02-06 PLAN 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 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 08, 2006 Expiration Date: Sep 08, 2007 Permit Number: SW060296 Parcel ID: 050-223-23 Legal Description: EAGLE RIVER VALLEY RANCHETTES LTZ?<22G/4T6-) Design Engineer: 0000 NONE NEEDED Site Addkss: 018850 TWENTY GRAND RD Owner Name: Larry Skeet Lot Size: 17955 SQ. FT. Owner Address: 18708 TWENTY GRAND ROAD Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-8395 This permit is for the construction of: ❑ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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. IC - EMERGENCY TANK REPLACEMENT) - FIVE FEET FROM ANY PROPERTY LINE OR BTUILDINNG FOUNDATION; EN FEET FROM ANY WATER MAYBE LOCATED NO LESS HAN SERVICE LINE; ONE HUNDRED FEET FROM ANY SURFACE WATER; AND ONE HUNDRED FEET FROM ANY PRIVATE WELL; AND THE SEPARATION DISTANCES REQUIRED BY 18AAC72 FROM WATER i SUPPLY WELLS. Received By: Date: OrtO`i� Issued By: tot)a= Date: Municipality of Anchorage .-.�. Development Services Department 1. Building Safety Division On -Site Water and Wastewater Program S.I .T' 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. OS -0— 223-7-7 Property owner(s) Lam Skeei Day phone Mailing address 18847 Whiriaway Road Eaale River AK Zip Code 99577 Site address 18847 Whidaway Road Zip Code 99577 Legal description (Sub'd., Block & Lot) Lot 22 C Eagle River Valley Ranchettes Legal description (Township, Range & Section) Lot Size 17955 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application is being Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LLC (Signature of property owner or authorized agent) Permit/RushFees: Waiver Fees: Date of Payment: _, Date of Payment: Receipt Number: Receipt Number: (Rev. 11105) IX for a Pannone Engineering Services, LLC Consulting Engineers September 6, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 22C Eagle River Valley Ranchettes S/D Septic Tank Replacement Permit Request Collapsed Tank Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 in71272-8211 Fax I am writing to request that a permit to install a new septic tank be issued for this property. The system currently serves an existing three-bedroom house. The lot is currently developed and is served by a community water system (AWWU). 1. Tank Replacement. The original 1000 -gallon septic tank was installed in 1984. The tank has recently collapsed and is causing sewage to back-up into the house. The tank is being pumped daily to prevent the back up of sewage. The replacement tank is to be installed west of the existing tank. See the attached site plan. The existing drain field was inspected and found to be approximately 50% saturated. 2. Surface Water: There is no surface water within 100 feet of the proposed systi M. 3. Topography: The average topography in the area of the proposed septic system is approximately 5 to 10 percent to the south. The proposed installation will not affect the future development of the surrounding or existing 0 feet of the have se�hhere are no wells ey are located greater proposed septicsystems and tthan 20 feet from the proposed gtank�g lots installation. if you have any questions or concerns, please contact me at 272-8218. Sincerely, .1 Aa'e� ccs G. Scott Crowther, P.E. Civil Engineer Attachments: CCPW'- ._Pd,.)uofJc t3Ajs• svc. .... - nnn O..wl.. 0:....- V..11.... D......Lw...... nM d.... PERMIT NO:SW06 DESIGN DRAWING WASTEWATER DISPOSAL SYSTEM LOT 22C EAGLE RIVER VALLEY RANCHETTES SID r AREA I \\ I I I L---------------- w - - - ----------- -------INSTALI IN-- � FOUNDATIOI I CLEAN -OU 23DI CONNECT TO EXISTG LINE TO FIELD EXISTG SEPTIC AREA PROPOSED 1.0009 SEPTIC TANK INSTALL DOUBLE CLEAN -OUTS AFTER TANK - I I LOTS SERVED BY AW WU WATER NO WELLS W/IN 200 FEET NOTES: 1) All work shag be performed In accordance with AMC15.65. — — 2) Materials used shaft be In accordan with Mose specified In AMC15.65. Wastewater Disposal. 3) Maintain 10' separation to all lot lines and water lines, unless noted otherwise. — 4) Lots served by community water systems. No wells within 200' of proposed system. fi)�.•' A 7 �1 G. Scott Crowther CE 6491 AREA EXISTG 8' AC LOTS SERVED BY AW WU V1 WATER LINENO WELLS WAN 200 FEET ------ W w w w/ ---- 5.1100% r S10"k ABANDONED 1 ` 2 vl^' +I CRIB EXISTG 10008 WATE 10°h SEPTIC TANK ABANDON It¢PLACE • V MIN 3BR HOUSE 5.10 I EXISTG DR TO REMAIN _ r 5-10% WHIRLAWAY ROAD P.I.D. NO: 1050.223-07 TER _ -w SERVICE w w w i ---- SERVICE LINE 2 2 D EXISTG SEPTIC L L AREA D LOTS SERVED BY AW WU WATER NO WELLS W/IN 200 FEET -S SERVED by AW WU WATER I I WELLS WIIN 200 FEET. NO SEPTIC I I ITEMS WIIN 20 FEET i NEW 1000 9 SEPTIC Larry Skeel 18847 Whirfaway Road Eagle River, AK 99577 A � rn BEDROOMS:3 CONNECT MIN SIZE TANK10009 TO EXISTG FIELD PANNONE ENG. SVC, LLC P. O. BOX 102954 1 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax PLAN ILY MUNICIPALITY OF ANCHORAGE 72.013 1Rev. 3/78) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street -Anchorage, Alaska 99501 Telephone 264.4720 j ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ❑ NEW yS C S e C9 -r./ t/ -2----j ADE MAILINGAOPgESS �^ nes J LEGAL DESCRIPTION 4Z2C fi t (JGIke 'di he he Il LOCATION NO. OF BEDROOMS / (N T0: Well ys'– Absorption area Dwelling PERMIT NO. V Y DISTANCE • a4 Manufacturer f�A"� ^� Material No. of compartments WF Liq eec' n gallons IF HOMEMADE: Inside length Width Liquid depth d Y DISTANCE TO: Well Yelling PERMIT NO. Jt72 _ fa„ Manufacturer Material Liquid capacity in gallons DISTANCE TO: W '►' Foundation O / Nearest to Io = flit "IC .j W No. of lines / Length of Racfj,Jirr Total len t'h ynes Trench wid O DistanceOct,e li( es ~ l/oFj inches Imo. Top of tile to finish grade Material beneath the Total effective ab/sorptoarea 6mlo inches Length Width Depth PERMIT NO. W Q h Type of crib Crib diameter Crib depth Total effective absorption area as W rn Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. J W (STANCE TO: Building o n a o ewer lin p i tank Absorption areals) OTHER PIPE MAT ER�JIQLS� !! u SOIL TEST RATING G INSTALLER -�i' S REMARKS UL- D G A!3 L/ G f3 A -AZ /LL Al v S ..SOFAt / R ••M OF HEAL • bb.rt A E J' .• r 4 APPROVED.,• c��,g 996X i 2577 - �x:,3LE RPH 69� q,y) 7� Mupj I I TY OF. ANC's .QFiACSE DEPARTMENT OF HEALTH AND ENVIRONMENTAL"PROTECTION �. 825 L STREET, ANCHORAGE, AK 99501 ,. 264-4720 QN--S I -rE: E 1MWFZFZ F='EFRM I -T- PERMIT PERMIT NO: 840657• DATE ISSUED: 08/02/84 APPLICANT: A&S CONSTRUCTION ADDRESS: %S & S ENGINEERING EAGLE RIVER, AK 99577 CONTACT PHONE: 694-2979 LEGAL DESCRIP: SUBDIVISION: E.R. VALLEY RANCHETT LOT: 22C BLOCK: NA SECTION: TOWNSHIP: 14N RANGE: 1W LOT SIZE: 17689 (SQ.FT. OR ACRES) MAX BEDROOMS: 3 Listed below are the options available to you in designing your septic system. Choose the option that best fits your site. - - - - - - - - _. - - -- _ _ - - - - - - - - - - - - --- - - - - TiFEhJC BED Ln) .. DFiA11 hl DEPTH TO PIPE BOTTOM (FT.) 4.0 5.0 4.0 GRAVEL DEPTH (FT.) 6. 00.5 3.5 TOTAL DEPTH (FT.) •10.0 5.5 7.5 GRAVEL WIDTH (FT.) 2.5 22.0 5.0 GRAVEL LENGTH .(FT.) 57:0 44.0 73.0 GRAVEL VOLUME (CU.YDS.) 34.3 35.8 54.0 TANK SIZE (GALS) , 000.��* 000.10 SOIL RATING (SQ.FT./BR) 225 213 22P,), A * TANK MUST HAVE AT LEAST TWO COMPARTMENTS Lb kf-(A ` - - - - - - - - - - - - - - - - - - - - - - a) - - - I certify that: 1.•I am familiar with -the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 12. I will install the system in accordance with all MOA codes and regulations, .and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements'for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. I understand that this permit is valid for a maximum of 3 bedrooms and any enlargement will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN.(1) AN ELECT ICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APF V"D WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WO M T B N BY A LICENSED ELEGTRICIAN. SIGNED DATE: 7j APPLICANT CO RUCTION ISSUED BY DATE: v 'MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (, 825 L. Street, Anchorage, Alaska 99501 264.4720 -- SOILS LOG — PERCOLATION TEST PERFORMED FOR: i v CQr" ✓ DATE PERFORM LEGAL DESCRIPTION: L 2 "�`7 GAF( �� L LF `7 OEP—" 1 SLOPE 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 1s 1s 20 COMMENTS PERFORMED 72-008 (6/79) S�� rysa�z �i PH. e9�-zs7� WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? A)0 L L C P E 0 SOILS LOG PERCOLATION TEST 7/Lf /B W MEN■■■■■■ Reading Date Gross Time Net Time Depth to Water Net Drop jj 2 31-2 3 't 1�d PERCOLATION RATE ` �!� O (minutes/inch) TEST RUN BETWEEN FT AND FT CERTIF GREYER ANCHORAGE AREA BO1�UGH G��� Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME MAILING ADDRESS 3 E� PHON LOCATION /7/�/+/�%��� LEGAL DESCRIPTION IeZ S�eE.Q��E/5�✓� 1`j 9 ✓ 2-74 5 - SEPTIC SEPTIC TANK: /V -AL- DISTANCE ,�ccam�-- // /8/���3 NUMBER OF FROM WELL MANUFACTURER�� ,'V' _JTe/ MATERIAL_��COMPARTMENTS i INSIDE LENGTH INSIDE WIDTHar- LIQUID DEPTH I-IQUID CAPACITY_h2O:P GALLONS. SEEPAGE PIT: NUMBER OF PITS Z DIAMETER OR WIDTH LENGTH!/ a DEPTH s��2�2 f�iVc�ET�� LINING MATERIAL � CRIB SIZE: DIAMETER.- DEPTH DISTANCE FROM: WELL '^/ / TOTAL EFFECTIVE BUILDING FOUNDATION✓IO, NEAREST LOT LINE. ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE 7k/ BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL , OTHERSOURCES DEPTH NEAREST SEPTIC SEWER LINE TANK. APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY:, PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. EQ -031 DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM _ .. __ .. .. _ _ . .. ,��.GIEv _.. � _..��.�7ilT.✓ _. I _ _ __ _ _. ___ .___. _ ___ _._.._f � oT �' ��' GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274.4561 SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT PERMIT NO. /�?� �. p L«P'�•G � 386 NAME OF APPLICANT 0��'�"p � �Q-�! MAILING ADDRESo4� n �� ��`��' PHONF)1;3=r- INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT L_ v .DRAIN FIELD /Q- OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS �+ ��-+�e NOTE. THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE Uma TYPESO44�7.>• efl," /Oo p"EEPAGE AREA SIZE TYPE MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK / FOUNDATION TO SEEPAGE PIT ��� / DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT, DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK V / . SEEPAGE PIT / n0 DRAIN FIELD COQ / ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD / / SEPTIC TANK. -L ed/ SEEPAGE PIT 1400/, DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOR9<bH REGULATIONS REGAO MING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE'�-,Z iQ /52Z3 APPLICANT'S SIGNATURE FORM NO. EO -016 DIAGRAM OF SYSTEM RAGE AREA BOROUGH ORDINANCE NO. 28.65 AND THAT THE ABOVE rdmp-Mia M 5REATER ANCHORAGE AREA BOROUGH Department of Environmental Quality GP' kATER ANCHO 3.500 Tudor Road — Pouch 6-650 r tE AREA BOR01.1 *H N° 996 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL J / MAILING ADDRESS �OX�� E2; �! PHONE SEPTIC TANK: DISTANCE FROM WELL (bow, -//,0 MATERI NUMBER OF rnM D e DTM;WTc O LIQUID CAPACITY- —GALLONS. INSIDE LENGTH INSIDE WIDTH DEEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH �Z LENGTH ` DEPTH LINING MATERIAL' (X4V f7 DISTANCE FROM WELL �'oid�� f�D BUILDING FOUNDATION ' �v `� ' NEAREST LOT LINE le . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) O SO. FT. TILE DRAIN FIELD: DISTANCE FROM WELLUNDATION NEAREST LOT LINE_ DIST NUMBER OF LINES ANCE BETWEEN LINES TRENCH WIDTH ABSORPTION A A SO. FT. LENGTH OF EACH LINE TOTAL LENGTH OF LINES/ TOTALEFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL; L n�� - DISTANCE FROM — WATER TYPE DEPTH — , BUILDING FOUNDATION. SAMPLE , NEAREST NEAREST _ SEPTIC _ SEEPAGE — I OTHER LOT LINE SEWER LINE , TANK , SYSTEM , CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DISTANCES: lab_ -- N rhC c,// ce, 6 DATE 7& 71 ti REA I ER ANCHORAGE AREA BOkVUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. � r '`/'7] 9 1 3500 TUDOR ROAD POUCH 6.650 ANCHORAGE• ALASKA 99502 TELEPHONE 279.8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT 11DCi� %diL�f�'✓ %�' �7�c Tfz r��iv _ NAME OF APPLICANT MAILING ADDRESS PHONE INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PITDRAIN NFIELD �^ OTHER TYPE AND SIZE OF FACILITY TO BE SERVED -�''w� ��/���'�•r /' /�/" f�� FINANCED THROUGH /� TO BE INSTALLED BY SOIL TEST RESULTS NOTEt THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED ff�/ FINAL INSPECTIONS 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE l>l�� '+ TYPE//-X=Z '� SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT - 242 DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK "'� SEEPAGE PIT .sem DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK .L� / SEEPAGE PIT /O / DRAIN FIELD SEPTIC TANK. -- 51/ SEEPAGE PIT l/>l� DRAIN FIELD . TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. v / WEA A TI ORITY OR LICENSED DESIGNER TYPE '-�_i DIAGRAM OF SYSTEM 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE � O APPLICANT'S SIGNATURE Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 050-223-07 1. GENERAL INFORMATION: Expiration Date: 22 Complete legal description EAGLE RIVER VALLEY RANCHETTES: LOT 22C Location (site address) 18847 Whirlaway Road *Eagle River 99577 Current Property owner(s) Brandon Skeel Day phone 947-6777 Mailing address Real Estate Agent 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ® Public Sewer ❑ WaiverNariance request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5 5 v Date of Payment Receipt Number ©3 7 G COSA # O S C2, It 6 Date: 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. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: t ( 16.1- 7.1 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG _makes no -warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE K System #1 Approved for bedrooms #AECC884 System #2 Approved for bedroomsSOF A/V6 Disapproved Conditional approval for bedrooms with the followin6 pula0l'S. E ---'S: ,h1h-rFR AN D ' By: Original Certificate Date: //7 The Municipality of Anchor a 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 _�_ Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Elf COSA Checklist Legal Description: EAGLE RIVER VALLEY RANCHETTES; LOT 22C If more than I septic system on lot: COSA Checklist # of A. WELL DATA �]Well log iofiled with Onsite (or attached) Date drilled Tota{ depth ft Cased toft ID Sanitary seal is functioning correctly P;1Vf'4'J \.A Wires are properly protected prop r'y Prot r Casing height (above ground) in. ate of flow test for C ft Static wvat . el at beginning of test ft mments B. TANK DATA Age ofkank(a) 15 years Tanktype/mahaho| _~_~~ Measured operating fluid level inseptic tank 48" EEIStandpipes/foundation cleanout per record drawing Date of pumping u D.ABSORPTION FIELD DATA DEEP TRENCH Which oyatemte�� tested 8/19/16 [E]ALL standpipes present per record drawing 133 Total measured depth komgrade _^3���ft(max) Measured depth topipe invert from grade 8`.41 ^�_ft(min> El N/A—preaeurizedfia|d [01Monitor tubes gotmbottom ofeffective. |fnot, state depth into effective ____ Code -required soil cover over field J11System presoaked (Required ifvacant for greater than 30days prior to date of test) *2018 2O18~a||ona Commenta/Defioienciea:'pneooxxeoow1meo/ COSA Checklist yellow sheet Parcel ID: 050-223-07 Structure served by this system Well production at time of test _gpg�_� Water storage tank volume gallons Well disinfected for orm test? E] Yes No Coli acteria is Negative alL Nitrate less than MRL (ND) ;i t 'ra te rng/L F N itrate less th a Arsenic ____ug/L F]Arsenic less than MRL (ND) Collected by Date of Sample C. LIFT STATION LJRequired maintenance completed Age oflift station ____years Lift station material N/A Adequacy test date m«^m Raauko E]Posu For 4 bedrooms Fluid depth prior hotest 31 in Water added 625 gal New depth 47in Bapeedd185me min Final fluid depth 40 in Absorption rate 000+ gpd Any rejuvenation NONEon�resdmont(paat12mun�ha) N/A If yes, enter date ____ M83 From Private Well on Lot to: (Please enter distances if less than required or if cominunity well) Septic T@nk/Lift Station on Lot > 100' 1771 Yes Community Sewer Manhole/Cleanout >, O Yes if 0— Yes ifNoft No ft Neighboring Tank > 100'N ifNoft ]Yeo if ft A Absorption Field >5' JYea�N L n� N Private VVeUo>iO0' Animal Containment a>1 50'L Noft Yea ifNoft ifNoft Community Wells >2OO' Yes ifNoft Water Service Line >1O' K8anureA\nima|Exun�aStorage ^1UO . ifNoft ifNoft |fseptic tank inunder driveway comment below From Septic/Holding Tank on Lot to: (Please enter distances if less than req6ired) Building Foundations >1O' 1771 Yes if No *5' ft Surface VVater>1O[Y Yes ifNoft Property Line >S' Yea ifNoft ifNoft Wells onAdjacent Lots: Wells onAdjacent Lots: Absorption Field >5' Yea ifNoft ifNoft Private VVeUo>iO0' Yea ifNoft Water Main >1O' Yeo ifNnft ifNoft Community Wells >2OO' Yes ifNoft Water Service Line >1O' Yee ifNoft ifNoft |fseptic tank inunder driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation >1U' 0Yeo ifNoft |fabsorption field iaunder driveway comment below Property Line >10' FV71Yes ifNoft Wells onAdjacent Lots: VVohar Main > 10' �� Yes ifNoft Private Wells > 100'' Yea ifNoft Water Service Line >10' Yeo ifNoft Community Wells >20O' Yes ifNoft Surface Water >1OO' Yeo ifNoft F. ENGINEER'S COMMENTS � *PER STEVE PANN{}NE PERECORD UKAVV|NG G. ENGINEER'S CERTIFICATION /certify that / have detemrinedthrough field inspections and review ofMunicipal records that the above syaAymxare inoon/hnnanoawith 49 MOA CUSAguidelines it? effect onthis date. cooAChecklist yellow sheet `»xI —'orcns'�»�� #AECC884 llql TCJ i. : .aRAML9011161ill November 1711, 2021 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 ,� Ref: eptic System Upgrade for Eagle River Valley Ranchettes; Lot 22C To whom it may concern: The subject lot is served by a public water and a private septic system. Per MOA records, the existing septic tank is 1250 gallons (sized for 4 bedrooms) and 15 years old (installed in 2006). Per the 2018 inspection report in MOA records, the drainfield was approved for 3 bedrooms. However, it appears to be sized for 4+ bedrooms. We are requesting that your department allow for a 4 -bedroom COSA to be approved based upon the following facts: • 4 bedrooms = 600 gallons/day (150 gallons/day/bedroom) • Soil rating: 1.2 gpd/ft2 (per Steve Pannone, PE T.H. perc rate of 2.8 min/inch) • Soil rating: 0.6 gpd/ft2 (per Bob Schafer, PE T.H. perc rate of 20 min/inch) • Per inspection report, the trench is located inside both testholes. Therefore, it seems reasonable to average the testhole data. • Proposed application rating: (0.6+1.2)/2 = 0.9 gpd/ft2 • Required square footage = 600/0.9 = 667 ft2 Total Absorption area = 770 ft' (per 2018 inspection report by Steve R. Pannone, PE) • The reserve site will be to rebuild the existing drainfield in place. Per the above information, the existing drainfield is oversized for 4 bedrooms (667 ft2 required vs 770 ft2 actual). In addition, an adequacy test was performed on 10/10/2021 and the drainfield passed for 4 bedrooms. Based upon these facts, we request that your department allow for the drainfield/COSJ_M.S. roved for 4 bedrooms. 41� Sincerely, 1 �* 4 . .. { rey A..... e . Gar1 yFoai 1. ���/I It712-r Pres ent PROFESSI \\`t��� .SGC 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com LOT 23-B LOT 22-A LOT 22-B 5890 59' 15"E 133.00' 10' UTILITY EASEMENT LOT 22-C Ln O 0 Ln CO (5P622.8' RETAINING WALL m LOT 23-D p o LOT 22-D Ln Ln 0 24.0' 20.4' 7.0' o o N EXISTING HOUSE o z z 24.6' 50.2' _ 58.2' CO (2) a.. ..... Lri (v7 Y1 CO (2) S890 59' 15"E 133.00' 0 0 m m WHIRLAWAY ROAD 00000Opp� 0 A �* 49TH ........................... .D NOTE: m STEVEN CALLA HAN 0 THIS DRAWING SHALL NOT BE MODIFIED WITHOUTTHE EXPRESSED >oOs* 4 L$-12034 Q� WRITTEN CONSENT OF LCG LANTECH. UNAUTHORIZED USE OFTHIS /^� DRAWING IS PROHIBITED. VV 7711•. ` 40�� °fession& 00 ADDRESS: 18847 WHIRLAWAY ROAD I AS -BUILT ORDERED BY: BRANDON SKEEL PARCEL #: 050-223-07-000 SURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST LEGAL DESCRIPTION: OTHER THAN NOTED. LOT 22-C, EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE EXISTENCE OF EAGLE RIVER VALLEY RANCHETTES ANY EASEMENTS,COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTY LINES, OR FOR PLOT -PLAN PURPOSES. 250 H Street Anchorage, Alaska 99501 LEGEND: LOT LINEOverhang : Asphalt ....... CENTERLINE — ood DeckiConcrete EASEMENT LINE'` CLEAN OUT/SEPTIC STANDPIPE CO (#) LICG� Survey Department Phone 562-5291 DRAWN DATE: 10/27/2021 WORK ORDER: 21136 DRAWN BY: ADS PLAT: 63-129A Inc Mainline CHECKED BY: CS/SC GRID: NW0054 Phone 243-8985 � AECC 668 SCALE: 1 11 = 30' FB/PG: 822/43 Y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date to' 6r 1319 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name Z-A*ZA� Telephone: Home Ac*11" Zf1"I Business Applicant Address Lf3P�t1-rl LJ�GIi���y D 1I^ �1�1'� (c) Applicant is (check one): Lending Institution O ; Owner/builderA Buyer E ; Other ❑ (explain); (d) Lending Institution, t -P+ -)o PGAEOg - Telephone Address'—A (e) Real Estate Company and Agent t�1b►— Address Telephone (f) Mail the HAA to the following address: S & S ENGINEERING SR B 196X EAGLE RIVER, AK 99577 2. TYPE OF RESIDENCE Single -Family- Multi -Family ❑ Other Number of Bedrooms 3 3. WATER SUPPLY Individual Well ❑ Community O Public, Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community O Holding Tank ❑ Note: It community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025(11/84) �1 E. ENGINEERING FIRM PROVIDIINSPECTIONS, TESTS, FILE SEARCH, D AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below. I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system Is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S ENGINEERING Telephone Ca 0Ez479 Address SR B 196X EAGLE RIVER, AK 99577 JUN 5 1986 Date ....,, .. p.l,wt A. 31,Wf" . IAilg VZ0O "I Aff 6. DHEP APPROVAL .1040Approved for APPROVAL by s1 Date Q Approved IX Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before'a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) AIVINK-IMUIT Vr ANC-MVKAG: DEPT. OF HEALTH & ^ ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOrwJ'' lU %j 0 b 1986 HEALTH AUTHORITY APPROVAL (HAA) SOV CHECKLIST - FEBRUARY 1984 264-4720 RECEIVED Legal Description:_-trt�+� U �I �-E- A. WELL DATA Well Classification (� If A, B, C, D.E.C. Approved04) Well Log Present (Y/N) Date Completed I Yield Total Depth Cased tot h of Grouting Static Water Level Pump Set At Casing Height Above Ground Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) Separation Distances from Well: I To Septic4Wetdtng Tank on Lot On Adjoining Lots To Nearest Edge of Absorption Field on Lot 2-62'D I� ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by ; Date Water Sample Test Results Comments B. SEPTIC/bIOL MO TANK DATA Date Installed 12- f -:O I Size 1026> No. of Compartments Z Standpipes&WN) Air -tight CapsaToN) Foundation Cleanout (Y11V. Depression over Tank (Y& Date Last Pumped Pumping/Maintenance Contract on File (Y/N) a ; for "�— Holding Tank High -Water Alarm (Y/N) P Temporary Holding Tank Permit (Y/N) A Separation Distances from Septic/Nok:Ift gTank: 1 To Water -Supply Well 2'lap I+ To Building Foundation � To Property t o tI p y Line ,F To Disposal Field To Water Main/Service Line t b I f To Stream, Pond, Lake, or Major Drainage Course Comments Page 1 of 2 72-026(11/84) 'r C. ABSORPTION FIELD DATA j ✓ Soils Rating in Absorption Strata 7r?j / P'a— Type of System Design � *� Date Installed Length of Field (o f ' Width of Field 3t7 r Depth of Field yt-f Gravel Bed Thickness S ' Square Feet of Absorption Area P ` Standpipes Present�ON) Depression over Field (YO Date of Last Adequacy Test N p Results of Last Adequacy Test L&5S -ir -A'r-� 1i�1 R S. Oi�v Separation Distance from Absorption Field: To Water -Supply Well 2mv1 '4- To Property Line To Building Foundation Ip To Existing or Abandoned System on Lot �� I -F ; On Adjoining Lots 020 a. `'- 1S , To Water Main/Service Line C. To Cut ank (if present) To Stream/Pond/Lake/or Major Drainage Course P To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallons Dimensions Manhole/Access (Y/N) "Pump On" Level at I ••Pump Off' Level at High Water Alarm Level at Vent (Y/N) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments •• Check Permitted Bedroom Rating Against HAA Request •• I certify thatlhau1fftor conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed SR B 19W Date AN 5 19ffi Company MOA No. e0s—_po3 Receipt No.g�a _[ i,► •••,.••«• ,;gsl1 Date of Payment (0 — Ly' % Amount: $ < I rr• • SehW A. fAdor Page 2 of 2 �t� �Fp '••.......•t'!r � PROf"ESSt9 �."' 72-026 (11/84) / C' GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Rodd, Anchorage. Alaska 99507 279.9686 Date Received .lute 31. 1979 Time of Inspection Date of Inspection REQUEST' FOR APPkOVAL OF INDIVIDUAL SEWER b WATER FACILITIES FOR 1. Anproval Requested Sys Cousineau & ReeX2 I Address. Box 763. EASle River Phone: =.5767 2. Pro-)erty Owners Phones 3. Legal Descriptions Lot 22C.,Ea_ gle River Ullev Ranchert`s_, a. Locations TWenty Grand Street 5. Tyne of Facility to be Inspected. Single Fayily Number of Bedrooms s 3 6. Well Data: A. Type COaraulnity . B. C. Constructi on D. 7. Sewage Disoosal.Systems Depth Bacterial Analysis A. Installed 1973 8. 'Installer Hamilton xcavating C. Septic Tanks 1. Site 1,000 2. Manufacturer Slgg Steel D. Seepage Pits 1. Size 16*4 6' 2. Material LOS crib F. Disposal Fields Total length of Lines S. Distances:. A. Well, Tot Septic Tank, Absorption Areae, Sewer Lines �a Nearest Lot Line, Other Contamination 3. Foundation to Septic Tank 's. Absorption Area C. Absorption Area to Nearest Lot Line 0 Rggaast for Approval or ivioual sewer a macer raasrsi�xee�l: Paoe• Two , 9. Comments: Aonroved Disapproved nate August 1. 1973 Approval Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Envirornrental Quality DIAGRAM OF SYSTEM T certify that the information contained in this request for approval to be a true and accurate representation of the su fact sewer and water facilities located ate Signed Date