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Home My WebLink AboutPARADISE VALLEY BLK 1 LT 14MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Inspection Report—1-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & 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: OSP171198 PID Number: 020-424-34 ❑ New ®Upgrade Name: CHRISTOPHER MONFOR ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 6030 GREECE DRIVE *ANCHORAGE, AK 99516 ❑Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 947-1071 1 0.7 GPD/Sq. Ft. 9 MAX Ft LEGAL DESCRIPTION Depth to pipe Invert from original grade: 3.99 MAX Ft. Gravel depth beneath pipe: 5.01 Ft Subdivision: PARADISE VALLEY Block: Lot: 1 14 FRI added above original grade: Gravel length: SEE DWG. Ft. 25 Ft Owns Ip: — ange: — ec Ion: — Gravel width: 3eds Number of lines: Distance between lines: 5 Ft. Ft SEPARATION DISTANCES Total absorption area: 250 S4. Ft. 4umber of trenches: 1 Dist between trenches: N/A Ft TO rom Septic Tank Absorption Field Lift Station HoldingPublic/Private Tank Sewer Lines Well 100'+ — — 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑Holdin ther Manufacturer. Water 100'+ — —\S�\ �CapacftySurface *2'+ - N /A EX Gal. Lot Line 2 /� � Material: Number of compartments: Foundation 10'+ - - LIFT STATION Curtain Drain *10'+ — — Manufacturer. Capacity. Gal. Remarks: *WR#OSV171075 Pump on' level at: Pump off level at: HI er alarm at: Pump Make k Madel: cWcal Inspections performed by. PIPE MATERIAL House to tank EXISTING Tank to D3034 drainfield Installer WILCO CONTRACTORS Drainfield D3034 CO MT D3034 CO/MT GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft Inspection Location and Description: Dates: 1st 8/8/2017 2nd 8/9/2017 3rd — 4th — TOP OF BACKDOOR THRESHOLD Community Development Department Approval ENGINEER'S SEAL _00600 p Conditional approval: Date: Quo Q' '' P00 ............ .1. d ° D '.Je f A,_G.rness,- 7 Q 9• E-7943 mQ �4pP Approved: 7 Date: rofesst000� X0000 Inspection Report—1-1-12.doc PERMIT NUMBER:, ID NUMBER: OSP1 71198 RECORD DRAWING 020-424-34 A B C FD 48.3 44.5 41.9 COi 63.5 59.5 26.6 MT1 66.1 61.6 24.5 CO2 77.5 65.4 35.6 MT2 1 76.7 1 65.8 1 32.1 BOTTOM OF TRENCH AND TOP OF PIPE INSPECTED BY MOA ONSITE EMPLOYEE TIM ECKLUND ON 8/8-9/2017 CHANGE ORDER TO DEEP TRENCH VERBALLY APPROVED BY TIM ECKLUND AND REBECCA CARROLL WITH MOA ONSITE ON 8/9/2017 z WELL RADII AND LOT LINE PROFESSIONALLY LOCATED BY SHANE HOLD, PLS PRIOR TO CONSTRUCTION SOCK DRAIN TRANSITIONS TO SOLID PIPE 10 FEET BEFORE AND AFTER NEW DRAINFIELD PER WILCO EXCAVATION (NOT INSPECTEDNERIFIED BY GEG) `2014 TRENCH 1997 TRENCH (ACTIVE) 1997 TRENCH DISCONNECTED IN 2014 PER RYAN WILKENSON WITH WILCO EXCAVATION GARNESS ENGINEERING GROUP, Ltd o _ = CIVIL & ENVIRONMENTAL ENGINEERS: 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE. AK 99507' PHONE (9 0 7) 337-6179 • FAX (907) 338-3246 • WEBSITE. www.gamesse g eenn0.com 0. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 CHRISTOPHER MONFOR 947-1071 2 OF 3 1' LEGAL DESCRIPTION: DRAWN BY: PARADISE VALLEY; BLOCK 1, LOT 14 L.K.B. TYPE OF WORK: DATE: i,, RECORD DRAWING 8/11/2017 4A N SCALE: 5 e r A. Ga s W� • ; 4' AV CE -79 = Ik / WELL ON LOT 15 IS INSIDE THE HOME PER MOA RECORDS. LOCATION SHOWN ON THIS DRAWING IS BASED _ UPON ROBERT COWAN, P.E. RECORD DRAWING APPROVED ON 7/24/2000 !! 9 9 OGS \ PARADISE VALLEY; \ BLOCK 1, LOT 13 I QQ ��Jp2 00 2 + \ MT2 \ 7 mC1m EG TH#1 EXISTING / o HED 1 C SEPTIC TANK O MTI F_ Col FD cn NEW DRAINFIELD B PARADISE VALLEY; FS BLOCK 1, LOT 15 I I ISTING 1 OOM I I I I I A HOU E 4•• .j I I •'• • I I .•. .. A ... __ _ ♦ a 10' UTIL. ESNIT. SOCK DRAIN TRANSITIONS TO SOLID PIPE 10 FEET BEFORE AND AFTER NEW DRAINFIELD PER WILCO EXCAVATION (NOT INSPECTEDNERIFIED BY GEG) `2014 TRENCH 1997 TRENCH (ACTIVE) 1997 TRENCH DISCONNECTED IN 2014 PER RYAN WILKENSON WITH WILCO EXCAVATION GARNESS ENGINEERING GROUP, Ltd o _ = CIVIL & ENVIRONMENTAL ENGINEERS: 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE. AK 99507' PHONE (9 0 7) 337-6179 • FAX (907) 338-3246 • WEBSITE. www.gamesse g eenn0.com 0. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 CHRISTOPHER MONFOR 947-1071 2 OF 3 1' LEGAL DESCRIPTION: DRAWN BY: PARADISE VALLEY; BLOCK 1, LOT 14 L.K.B. TYPE OF WORK: DATE: i,, RECORD DRAWING 8/11/2017 4A N SCALE: 5 e r A. Ga s W� • ; 4' AV CE -79 = Ik PERMIT ,NUMBER: PARCEL ID NUMBER: OSP171198 RECORD DRAWING 020-424-34 NORTH 10 FEET IS INSULATED PER WILCO EXCAVATION, LLC MT CO FINAL GRADE = TH#1 B B 94.46-95.42 _ -ORIGINAL FILTER FABRIC I I I I / HIGHEST POINT = 9®29 TRENCH WIDTH IS INTENTIONALLY WIDER THAN NECESSARY FOR DEEP TRENCH RELATIVE ELEVATION ® BOTTOM OF GE 6 TESTHOLE = 84.29 (GEG TH#1 WAS DRY ON 7/21/2017) GAIL N ESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE AK 99507 • PHONE (907) 337-6179 • FAX (907) 336-3216 • 1UEBSITE: vrw.ganeasenglnswinq PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CHRISTOPHER MONFOR 947-1071 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: PARADISE VALLEY; BLOCK 1, LOT 14 D.J.G. TYPE OF WORK: DATE: RECORD DRAWING 8/11/2017 "BYO, MUNICIPALITY OF ANCHORAGE .�: ,mcnt On-Site Water&Wastewater Program �� S.; Awe PO Box 196650 4700 Elmore Road Anchorage.Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 httpJlwww.muni.org/onsite 177777 Aryf f,OU1 PC F. On-Site Wastewater Disposal System Permit Permit Number: OSP171198 Effective Date: 8/1/2017 Work Type: Septic Upgrade Expiration Date: 8/1/2018 Tax Code Number: 02042434000 Site Legal Address: PARADISE VALLEY BLK 1 LT 14 G:3538 Site Mailing Address: 6030 GREECE DR. Anchorage Owner: MONFOR CHRISTOPHER Lot Size in Sq Ft: 21419 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 1 This permit is for the construction of: El Disposal Field El Septic Tank ❑ Holding Tank ❑ Privy El 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 ' Received I3 • Date: Issued By: Pi If(?.O C eft, Date: ffc)() ! 7 . want _ sMunicipality of Aiihorage % iff I P.O. Box 196650 • 4700 Elmore Road • Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muniorg/Onsite Development Services Division On-Site Water and Wastewater Program *** * VARIANCE/WAIVER REVIEW **'** Waiver#- OSV171075 COSA#: Permit#: OSP171198 PID#: 020-424-34 Legal Description: Paradise Valley Block 1 Lot 14 Engineer: Garness Engineering Group Applicant: Christopher Monfor 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 2.0 feet. In addition, your request for a waiver of the required horizontal separations from the absorption field to a curtain drain has been approved. The approved separation distance is 10.0 feet. In addition, the requirements to presoak the test hole and provide 7-day notification to the adjacent property owner were waived based on revised requirements in proposed 15.65 code. 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. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. n Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. , Waiver is Granted: X Waiver is not Granted: Date: D1 f /020 I I Approved by: 11Q1~ .6t12/:' 0 ea_.-L-E J., Name of Reviewer **** VARIANCE/WAIVER REVIEW **** .19 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 020-424-34 Property owner(s) CHRISTOPHER MONFOR Day phone 947-1071 Mailing address 6030 GREECE DRIVE'ANCHORAGE,AK 99516 Site address 6030 GREECE DRIVE*ANCHORAGE,AK 99516 Legal description (Sub'd, Block & Lot) PARADISE VALLEY; BLOCK 1,LOT 14 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 1 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ®all that apply) Initial ❑ Single Family(SF) Absorption Field ® (w/wo ADU) Upgrade Septic Tank ❑ Duplex(D) ❑ Renewal • 1 8 9 70 Holding Tank �5 %� Itiple Dwellings ❑ Privy ❑ 1) Abew -F and/or D) Private Well ❑ E J U l_ z 1 'all Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER RT FOR: h4' DRAINFIELD TO LOT LINE; PRE-SOAK (- t.):1-4.41.A Distance: 2 FEET; 0 HOURS I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 50 — Waiver Fees: 021 5— Date of Payment: 1 lel 1 ('1 Date of Payment: 112-11 (- Receipt Number: 01 0-°16% Receipt Number: °1 i [n Permit No. �J`p i 1 Iva' Waiver No. D SV t l I ti (Rev.01/11) S se* 4-0 ;y+ c, SS ON "71211(7- t- GARNESS ENGINEERING GROUP, Ltd "`'"a ' ' """"`sY `Y" rt..rn 1 CIVIL&ENVIRONMENTAL ENGINEERS dealer August 1, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage. AK 99507 Ref: Proposed Septic System Upgrade for Paradise Valley; Block 1, Lot 14 To whom it may concern: The existing one (1) bedroom house is served by a private well and septic system. A new septic tank and a one (1) bedroom drainfield were installed in 2014. The design was based around test hole data (percolation test and GWM) performed by James Sizemore, P.E. in 1997. The drainfield was installed at the reserved drainfield location identified by Sizmore in 1997. The one (1) bedroom drainfield that was installed in April of 2014 did not pass a recent adequacy test. Prior to testing the system on 6/28/17, there was about 12 inches of liquid in the 2014 drainfield. Six-hundred eighty-four (684) gallons of water were introduced over a 120 minute period, causing the liquid level in both MTs to rise approximately 2 inches above the invert of the distribution line. In 24 hours, the liquid level in both monitoring tubes had only dropped approximately 1.125 inches. No plumbing leak was visible in the post tank cleanouts or in the flow diverter and only one person was in the home overnight. We also monitored the drainfield recovery the next afternoon while the house was vacant, and there was no drop in the liquid level. Based upon this information, it was determined that the 2014 drainfield is not functioning properly. We also inspected the reserve trench (easternmost trench installed in 1997), which has an effective depth of 36 inches, and it had 37 inches of standing liquid in it. The lower portion of the 1997 drainfield was reported to have been disconnected by Wilco Excavation. This drainfield was disconnected because the southernmost end of it extended off property. During our site visit on 6/28/17 we noted 29 inches of liquid in the drainfield, which has an effective depth of 36 inches. According to four (4) of Sizemore's test holes on this lot, and the lot to the north (Paradise Valley, Bk 1, L13), groundwater is at least 15 feet below grade and the percolation rates range from 8 minutes per inch to 16 minutes per inch. On 7/14/17 we excavated an exploratory test hole near Sizermore's 1997 TH#2. The test hole was excavated to 11 feet and was found to be dry, except for a localized weep at a depth of 7.5 feet. The test hole was found to be dry to 11.0 feet on 7/17/17, 7/19/17 and 7/21/17. Based upon Sizemore's test holes (perks and GWM), GEG's test hole (perk and GWM), and the surcharged condition of both 1997 trenches, we do not believe the "groundwater' table or soil permeability to be the root of the problem with the existing drainfield/s. One possible explanation is that there may be a vein of more porous soil that is being intercepted by the 2014 3701 East Tudor Road, Suite 101 *Anchorage.Alaska 99507-1259 Phone: (907) 337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com Page 2 of 2 drainfield (and perhaps the 1997 trenches) and that there is possibly subsurface flow (from some unknown source) adversely impacting the performance of the drainfield. Rather than expend efforts towards further investigation, we are proposing to install a new 5- wide type drainfield near Sizemore's 1997 TH#2 and GEG's 2017 TH#1. The proposed drainfield is designed within the 30 foot radii of these test holes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2017 log which show the soil classifications, groundwater monitoring, and the percolation test results. Additionally, attached are the 1996 test-holes for Lot 13 (north of the subject lot) by James F. Sizemore, P.E. It should be noted that these test-holes show no groundwater to 15 feet. Also, the test-holes on Lot 14 (our client's Lot) by James F. Sizemore, P.E. also show that there was no groundwater encountered down to 15 feet. Also attached is the soil log for the lot to the south (Potter Highlands Phase 1, Bk 1, L1) by Steven R. Pannone, P.E. which shows no groundwater encountered down to 16 feet. Based upon this data, we believe it is reasonable to assume that there is no groundwater down to 16 feet; therefore, we are proposing a maximum excavation depth of 9 feet for the new one (1 ) bedroom drainfield. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is 10-15%. 5. WAIVERS: We are requesting that your department issue a variance from the required separation of 10 feet from drainfield to lot line down to 2 feet. We are also requesting your department issue a variance from the requirement of a 4 hour pre-soak. We are also requesting that your department issue a variance from drainfield to subsurface drains from 25 feet down to 10 feet. Justification for granting these waivers are as follows: • The drainfield for the lot to the north (lot 13) is greater than 10 feet from the proposed drainfield. • The proposed code allows for a percolation test to be run without a presoak if the the liquid level in the percolation hole drops more than 0.5 inches in the first 30 minute reading. • The proposed code allows for drainfields to be installed within 10 feet of a subsurface drain. We are unaware of any adverse impacts this installation or waivers would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistanc: S'• a -ly, ow e : nes , , M.S. Presi. n 3701 East Tudor Road, Suite 101 'Anchorage. Alaska 99507-1259 Phone: (907) 337-6179*Fax:(907)338-3246'Website:www.garnessengineering.com Wockenfuss, Deborah M. From: Jeff Garness <Jeff@garnessengineering.com> Sent: Friday, July 21, 2017 4:22 PM To: Wockenfuss, Deborah M. Subject: Paradise Valley, B1, L14 Follow Up Flag: Follow up Flag Status: Flagged Hello Deb, Today I submitted a design to install a one (1) bedroom drainfield on the subject property. A lot line waiver is being requested for the installation. You and I discussed the design at the front counter earlier today. As we discussed, the proposed code has dropped the requirement that ALL ADJACENT property owners be notified of a requested waiver. Under the proposed code there is no notification requirement. Therefore, I am requesting that you waive the notification requirement for this waiver/permit given that we expect the proposed code to be fully approved/implemented by the end of 2017. Please include a copy of this email in the design package. Thank you for your time and consideration. Best Regards jeff Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Fax: (907) 338-3246 Website: www.garnessengineerinq.com � XERXRo.WR Wanks!..M!.!!' . ES(HARNESS ENIEERING GROUP. LtdCORPORA!ION CIVIL•I N.IRONMI NTAI[4GINFIRY -- Dealer /Wtt50rtml IkYt117u[a 1 • � ♦ PARADISE VALLEY; ,\ ...\\ BLOCK 1,LOT 9 '\ r- \ \ \ ♦ \ \ \ PARADISE VALLEY: \ ,\ BLOCK 2,LOT 11 \\ <' PARADISE VALLEY; �`' ` \ \ BLOCK 1,LOT 10 �0�• PARADISE VALLEY; \ \ \ BLOCK 2,LOT 13 \ \ O�/ \ \ lid \ \ '\ Uv \ PARADISE VALLEY: \\ \ BLOCK 1,LOT 11 `\ V\ PARADISE VALLEY; \\ \\ PARADISE VALLEY; (V BLOCK 1.LOT 17 \\ BLOCK 2.LOT 12 �V \\ \\ �� \ \ \ PARADISE VALLEY: \ \ BLOCK 1,LOT 12 \ \ ` PARADISE VALLEY: \ \ /.. • BLOGK 2.LOT 20 \ \ 'rs. PARADISE VALLEY; BLOCK 1.LOT 16 \\ \\ PARADISE VALLEY, N. N. ' BLOCK 1.LOT 13 y'4i' R ,Yti tA �s /i NY,' / PARADISE VALLEY; / )114) BLOGK 2.LOT 20 PARADISE VALLEY; I 1 / BLOCK 1,LOT 15 . 100'WELL RADIUS i sres.:00. h-F� I I ri It 1 II �— - �,6• �-o I I ENGLAND AVENUE R.O.W. , tel ;109(4'. \ 00,4 I STEVE PANNONE 2016 TESTHOLE- I WELL ON LOT 15 IS INSIDE THE HOME DRY TO 16 FEET PER MOA RECORDS.LOCATION SHOWN ON THIS DRAWING IS BASED UPON 1 ROBERT COWAN,P.E.RECORD70 , 1 DRAWING APPROVED ON 7/24/2000 POTTER HIGHLANDS PHASE 1, 0 weCL RA07VS t ) BLOCK 1.LOT 1 , I i I I i 1 I I SCALE: 1 1•=100' I i i +rt11111 0 114.4":1\10-0"' i �L. a • •.",_• •e ' fie► GARNESS ENGINEERING GROUP, Ltd /se '91�l. � ,. ��* • CIVIL&ENVIRONMENTAL ENGINEERS M 1 i 1701 E TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE(OCT)337-6179"FAX 19071338.3716'WEBSITE www gamessengineenng cam • ,‘1 • PREPARED FOR- PHONE NUMBER: PAGE NUMBER: 0 •t ..1'ffr•, •.•e. ' .s • CHRISTOPHER MONFOR 947-1071 2 OF 3 �j�! r 795 ' ar PROJECT/LEGAL DESCRIPTION: DRAWN BY: .,• F,� .1/ e•(. 4:. PARADISE VALLEY; BLOCK 1, LOT 14 L.K.B. 1a,F0'4'•p'••••I�Z�1•J(•. , .� TYPE OF WORK: DATE LICENSE t.■ ESS '.. DESIGN 7/21/2017 #AECC884 �i1a1 GEG,Ltd.HAS A 8 PAGE SPECIFIC DESIGN CRITERIA: LETTER THAT PERTAINS TO THIS DESIGN.TO NUMBER OF BEDROOMS:1 OBTAIN A COPY OF THE LETTER CONTACT NOTE:THE CONTRACTOR SHALL HAVE THE GALLONS PER DAY(GPD):150 GEG.BY PROCEEDING FORWARD OATH THIS WEST LOT LINES,AND ALL PERTINENT WELL PERCOLATION RATES:15&16 MIN/INCH INSTALLATION,THE ENGINEER,WELL DRILLER, Irr PROPOSED APPLICATION RATE:0.7 CONTRACTOR AND PROPERTY OWNER AGREE RADII FLAGGED BY A REGISTERED LAND MINIMUM DRAINFIELD SO.FT.:214 FT° THAT THEY HAVE READ THESE SURVEYOR PRIOR TO CONSTRUCTION. • . , • SPECIFICATIONS AND AGREE TO ACCEPT THE DRAINFIELD DESIGN: TERMS AND CONDITIONS OUTLINED. • MAXIMUM DEPTH:9 FEET 1996 T.H.O2 JAMES j• WIDTH 5 FEET F.SIZEMORE,P.E. LENGTH:25 FEET4. • •• EFFECTIVE:4 • • REDUCTION FACTOR:0 50 • ACTUAL SOFT.:260 • • • e • •• >, c • PARADISE VALLEY: • �, ,.. . • CI NiP BLOCK 1,LOT 13 f ,GS 1996 T.H.#1 JAMES O7' All. F.SIZEMORE$.E. c‘'\ • e e n • • �• • .. PROPO.4D DRAINFIELD 2'WAIVER REQUEST \ 1 1 � 1 le i GEG T t 2 BY JAMES INSTALL FD • T \ -IZEMORE,P.E \ 4 4, •TING 1000 GALLON -I • L SEPTIC TANK m i • 2111 Iv.. ~ ' cn 15-20° roi • 41 I q I 1�! 1'11 BY J}+, ,S I ' ISTING I ,1111/ �O/ SIkEMOR$' •,.E. i E. B "OOM p i i l iI HO .E s.�. 1 1 TI I � ,.. ' II 10°k i I _ , '44I1 ; � i I, 5 20% ___ I 1 ,— Mi --1 4 I . 10'UTIL.ESMT. \-- EXISTING DRAINFIELD REPORTED TO HAVE ,iii THERE IS A SOCK DRAIN FOR THE FOUNDATION BEEN SBY IN PLACCEE IN N 2 201014 BY DRAIN THAT WAS ENCOUNTERED DURING THE WILCO CONTRACTORS EXCAVATION OF THE GEG TESTHOLE AND PERK BENCH.THIS DRAIN IS TO BE RECONNECTED AND ROUTED IN SOLID PIPE WITHIN 10 FEET OF (OVER OR AROUND)THE PROPOSED DRAINFIELD •DURING CONSTRUCTION. S ALE I ' 1"=40' ♦ G GARNESS ENGINEERING GROUP, Ltd ' .. . 't.Ati...il.- . ` •"_* • .- CIVIL& ENVIRONMENTAL ENGINEERS • 3701 E TUDOR ROAD,SUITE 101•ANCHORAGE.AN 99507'PHONE 1,9071 337-6179-FAX(907)336-3276'VDEBSITE www garnessergineemg c:rn •• r PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ,1 l A. r- ess : CHRISTOPHER MONFOR 947-1071 3 OF 3 .�5,..! F CE 7 3 '` PROJECT/LEGAL DESCRIPTION: DRAWN BY: l< '• • PARADISE VALLEY; BLOCK 1, LOT 14 D.J.G. *�1 ''RoF 1• ' �•e TYPE OF WORK DATE LICENSE 44• ESS 14♦+♦ DESIGN 7/21/2017 _ #AECC884 �� Fr' 11.*- nr- i' ��G `f,. . t I 41.:: 9+.� moi\ :* t GARNESS ENGINEERING GROUP Ltd •0 CIVIL&ENVIRONMENTAL ENGINEERS 1 :r*44 11.. 0 370'E.TUDOR ROAD SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337-6179'FAx(937)339.3246'WEBSITE:www pameasenpineennp.:nn •� M ♦ : J- - �r.*Fess . SOIL LOG - PERCOLATION TEST • 0 • C -79 3 '�': •••-U+],'s� LEGAL DESCRIPTION: PARADISE VALLEY;BLOCK 1,LOT 14 •�� D'• �^ZI. ��,F4+ PERFORMED FOR: CHRISTOPHER MONFOR DATE: 7/14/2017 .1',fE �C��. DEPTH•----•✓ ;, LICENSE 4AECC884 ,,��,r (feet) _ _ TEST HOLE #1 1 —‘= ORG 2 SOIL CLASSIFICATIONS SITE PLAN ---- ▪ r MEN GW ORG ✓ r GP 3 — r r IIII�I'_II GMM CL 4 — r r /MA GC OL ��P� ✓ r SW - MH I ■ SP CH 5 — r r IIIIIIIII SM �' ./ i1 OH GM • 6 — r ► +i1 SC nG` r▪ r LOCALIZED SEEP ,�` 7 _, r NOTED®7.6FEET DEPTH TO ✓ r DURING EXCAVATION GROUNDWATER DATE <(`Q' N I 8 — r r DRY TO 11 FEET 7/14/2017 • DRY TO 11 FEET 7/19/2017 SCALE I r 9— r DRY 7/21/2017 1•=100' r - ✓ r 10 — ■ r r • DATE READING LOCK B.O.I I. NET (MINUTES)TIME MINUTIES) WAREAD NG TER EL I((INCHES)DROP ET 11 ES) 12 — 7/14/2017 1 3:30 - 6" - 2 4:00 30 3.5" 2.5" 13 3 4:00 6" 4 4:30 30 4" 2" 14 — 5 4:30 - 6" - 6 5:00 30 4" 2" 15 — 7 5:00 - 6" - 16 — ( 8 5:30 30 4" 2" 17 — 18 — PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES I. NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: LANDON BRUCE COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PER OR D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -��Z1/1 J ....--- j CO j •%,.% 1 / H ` Parc& hall ; I "iv.. ...• : -.. . ;� •;? Municipality of Anchorage � e'i ILA p49'a '; • �f, .' i DEPARTMENT OF HEALTH&HUMAN SERVICES ' •• •. .....1..s 825"L"Street,Anchorage, Alaska 99502-0650 it s. •-,. 1 SOILS LOG — PEACOLATION TEST ',,,; gar r.Si eoor& of ' j'i . 14 1517E •e,,* G PERFORMED FORAM . ild I f 7 7 / OJ • �4 ••,: - t1��•7G �! �D DATE PERFQRMED��`�" LEGAL DESCRIPTION: �`l yT� 4-54,, 1 r iV owns Range,Section:T7 s� DEPTH (FE ETI QJPya' %C.-- SLOPE SITE P AN 1 1 H . ' 1. - 3 - 111u11 i1111111r11.iir: 4 - . 11111. i t. 5 a nc{>, grovel! 1 6_ .tobhfe5 5 e 1111 `, : a 1 0_ r. _ II 1111 III ,o WAS GROUND WATERo ENCOUNTERED? 1 t -% j� r-� S 111111111 t� Gi i'/IF YES,AT WHAT O 12., DEPTH? - Eirnipw- iiimm 13- :ale lIeWiater atm, A:jt 1 14- Q D U ©�( Readies Date Ti C=r to e Wafe ilimin • Ads by Oninel3m •r"'�i/�v ,. 1� IB . ,n -. 17-4 MM. .. -aPle.T.4211111FAMIIMMIAairiiitiini 11111.1111.111.111111 .11111111M10.- .- 2WWAIIME i 9 � � 2.r•-- tret11�l ' y PERCOLATION RATE 16 (minutes/nth]PERC HOLE DIAMETER 0 TEST RUN BETWEEN 5 ,FT AND 6 FT :OMMENT& 'ERFORAdED BY: r r f �% •1 P CERTIFY THAT THS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL.GU/DELI IN EFFECT ON THIS DATE. DATE 7 -72-70 ?-'008(Rev,4i85} ~'" Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .~'V'~ c~::2~)(~ 7 RID Number: ~- ~q- Name: ~~ ~[~ Wastewater System: ~New D Upgrade ~ddre~: ABSORPTION FIELD Phone: No. of Bedrooms: ~ D DeepTrench ~ShallowTrench D Bed ~ Mound ~ Other LEGAL DESCRIPTION soi~ Rating:~ ~ ~ GPD/Sq. Ft. Total Depth from~ ~°riginal grade: ~ Sub~iv~ion: . tt ~. Depth to pipe bosom f~originalgrade: Gravel depth bench pipe Township: ~ / ~ Ra;~e: ~ ~ [ section~ k~ Fill added above/',' ~°riginal grade: Ft. Gravel len~ ?' ¢ Ft. Number~ines: Distance be~een lines: WELL: ~'~ New D Upgrade Gravel width: ~ Ft. Cla~fication~ ~ ~(Privat~' A,B,C): Total~Depth: Ft. Case~ Ft. Total ~or~ea: SQ. Ft. Pipe~~material:¢ Pure p Set at: Casing Height Above Ground:; ~,e,~: ~ ~.~ .~. ~ ~t. TANK SEPARATION DISTANCES ~ s~pti~ ~ Ho~ai,~ ~ S.T.E.P. TO Sep,,c Abso~tlon Lift Holding Public/Private M~~ '~~ Capacity in From Tan~ F~e~d Station Tank Sewer Li~es . { Mater~h Wel~ /~ ~ ~ ~ ~ ~~ Number of Compa~ments:~ Su~ace wat~, ~;~ ~ LIFT STATION Lot ~ Size in~ctu ret: Foundation ~/ ~( /~ ~ "Pump on" level at: I "P~at: Remarks: BENCH MARK Poo ENGINEER's SEAL Inspections performed by: ~~ ~ ~O~ Dates: 1st ~- ? ? "~ '" Depa~ment of Health and Human Se~ices approval ,. :::~:~:% Reviewed and approved by ~/~/~ ~ Date: 7-/~-¢ ~ ?,/"" 'J 72-013 (Rev. 9/91 ) MOA 25 LOT 14, BLK 1, PARADISE VALLEY SUBD SW960287 B (-FROM T0 DIST. ~rc°~000 ~a~_~S.~ JAMES SIZEMORE & ASSOCIATES CIVIL ENGINEERS & SURVEYORS FROM TO DIST. Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Lega, Description:L7~- l4 ~)/L-~/~ [ ;P4A4p/s ' 72-013 A (Rev. 9/91) MOA 25 JUL 2 1998 ' "~ i ~:h~Ix-~m;, /: f.,. 97~ '! 5 ANCHORAOE, ALASKA 844-,7 '14 SIX INCH WATER WELL DRILLED ...... ' ....OUT TO THE DEPTH OF ' ~ ' DRILLED at THE Rate OF :li,:;~}~,@0 Per fOOT. PROPERTY OWNER PA~DISE VALLEY SUBDIVISION LOCATION OF WELL ~IT~ (...~, ,~ !,.,:. ]. cl... ~,~ COST INCLUDES ALL LABOR AND MATERIAL FOR C'bMPL~ION OF SAID THANK YOU VERY MUCH. BERNIe CiAU~ OF RAMPA~ DRILLING WORKS Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 '%" Street P.O. Box 196650 Anchorage, AJaska 99519-6650 343-4744 September 10, 1997 James & Robyn Helton 3120 Travis Lane Anchorage, Alaska 99507 2500 Subject: Lot 14 Block 1 Paradise Valley Subdivision Permit #SW960287, PID #020-424-34 The subject permit, issued September i0, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of September 10, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If~y~u have any questions, please call this office at 343-4744. -/ ~rogram Manager On-site Services eric: Copy of Permit cc: James Sizemore & Associates MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960287 DESIGN ENGINEER:JAMES SIZEMOORE & ASSOCIATES OWNER NAME:HUTCHISON JOHNNIE L OWNER ADDRESS:775 CLOQUELLUM RD. ELMA WA.98541 PARCEL ID:02042434 PAGE 1 OF DATE ISSUED: 9/10/96 EXPIRATION DATE: 9/10/97 LEGAL DESCRIPTION: PARADISE VALLEY BLK 1 LT 14 LOT SIZE: 21419 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY~ DATE DATE 1000 GAL SEPTIC TANK LOT 14 PRC ~OSED WELL LOCATION LOT 1.3 (UNDEVELOPED) TH #2 SURFACE SOPE ~ 4.3.5' LONG ~,CHFIELD ~,IN TRENCH J .~.~.....~,'~l,~ ,/J LOT \ 85.00' ~ % I ~,~¢_. OF Ai ~ ~ ~.,-.*,..~2~ I ~..- ,-'..;,~',. ~6 ~Fm ~ ~ J' ~' ~-- '' ' ' ~~~%~1~ ~EY SUBDIVISION I *~N ' ~ ~ .<~ ~ I ~A~S s,z~o,, ~ ASSOCIATES ~ I DR~ BY: ~D CHKD BY: JFS DA~: 8-18-96 I ~ ~~ -- I SCALE: GRID: 3538 SHT: 1 OF 2 ~0.0 ZABEL FLOW DIVIDER PLAN 1 "=20' 1000 GAL SEPTIC TANK ~ oo lo o ~k%-. DOUBLE C.O. C.O. TYPICAL EA END OF TRENCH MONITORING TUBE (2)-5'x45.5' LONG TRENCH LEACHFIELD 4-" DIA. PERF. 5' PIPE --~ = II1,~ --IIII SEWER "~Ooo o ROCK , '11_~ I o~' OF ':% SECTION I .-~ · · '"r' ',' ' '~-. '~0. 1"=~' I ¢'~:-"...,, ~ '-..'~,% / '~:"-. · -',', '" .-."..,~ · "/2 '. ..' '~%~. dj, FILTER FABRIC II II CLEANOUT ~-MONITORING /'TUBE LOT 14, BLK 1, PARADISE VALLEY SUBDIVISION PROPOSED SEPTIC SYSTEM PLAN AND SECTION JAMES SIZEMORE &: ASSOCIATES ANCHORAGE, ALASKA TEI~ FAX: 345-9629 DRWN BY: VND CHKD BY: JFS DATE: 8-18-96 SCALE: as noted GRID: ,7,538 SHT: 2 OF 2 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST SLOPE SITE PLAN 2 3 4 5 6 7 8 9 10 11 12 13, 14 15 16 17 18, 19- 20 COMMENTS WAS GROUND WATER ENCOU~JTERED? IF YES, AT WHAT DEPTH? p Monitoring7 , v t., Dale: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST.UN ETWEEN , ¢ FTA.D FT PERFORMED BY: '~' ~'' "~'4~_Z~._- I /~Z~L.~~6CERTi,F...y THAT THIS TEsT WAS ' / "'/~ ' / W - PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELIN~N EFFECT ON TH S DATE. DATE.' ~ __~ -"'~;,,,. 72-008 (Rev. 4~85) ~ v ~ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST . ¢2c?~'~J/:C-gC-/,~'~Town/s I~p, Range, Section" LEGAL DESCRIPTION: /L. I~ ] , , .FLL~fl ~ ~// SLOPE ' SITE PEAN ~ 3 ENCOUNTERED? L IF YES, AT WHAT 0 DEPTH? p E 8 9 10 11 12 13 14 15 16 17 18 19 20 Deplh t° Water Alte~,~'O Date:k,~.Z.~::~- Monitoring? Reading Date Gross Net Depth to Net Time Time Water Drop · ~--/ce ~ Z:¥% sO - PERCOLATION RATE //t//~ (minutes/inch) PERC HOLE DIAMETER E TR.N.ET EEN. TAND COMMENTS ' ' ~,---- _ - /~:-:--~:,~,1~}/~1 CERTIFY THAT THIS TEST WAS PERFORMED IN 72-008 (Rev. 4/85) James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive , Anchorage, AK 9951C, (907) 345-1572 WASTEWATER DISPOSAL SYSTEM SPECIFICATION LOT 14, BL. 1, PARADISE VALLEY SUBDIVISION 1.0 GENERAL: 1.1 The scope of the project consists of installation of a 1000 gallon septic Tank and two five foot wide by 43.5 feet long absorption trenches containing 3.5 feet of sewer gravel. 1.2 Construction shall be as shown on the approved site Plan and design drawings. Deviations from the approved design drawings shall be coordinated and approved by the engineer conducting the inspections. 1.3 All construction procedures and material used to construct the system shall comply with Municipal and State regulations. 1.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas after the system is constructed and soil is compacted and mounded over the wide trench disposal field and the Septic Tank. 2.0 SEPTIC TANK 2.1 The 1000 gallon septic tank shall have two compartments and shall comply with Municipality of Anchorage Requirements. 2.2 The septic tank shall be set level and shall be bedded as necessary to prevent settling or shifting of the tank. 2.3 All pipe connections to the septic tank shall be made with waterproof mechanical couplings. A cleanout shall be installed upstream of the tank within 5 feet of the house foundation. A double cleanout shall be installed downstream, within 5 feet of the septic tank. 3.0 SOIL ABSORPTION DRAINFIELD: 3.1 The soil absorption drainfield shall be two 5' x 41' x 6,5' deep trenches with a total of 3.5 ft. of sewer rock, 3.0 fi. beneath the perforated drain pipe. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow for proper infiltration of effluent. This includes both the sides and bottom of the trench. 3.3 Sewer rock shall be 0.5 - 2,5" screened gravel with less than 3% passing the #200 sieve. 3.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown on the plans. The portion of the monitor tube extending through the sewer rock shall be perforated. 4.0 ENGINEERING INSPECTIONS 4.1 A minimum of four engineering inspections will be required during construction of the system. One after the septic tank is set prior to its backfill, one after excavation of the absorption trench prior to placement of sewer rock, one after placement of the sewer rock and the distribution piping, cleanouts and monitoring tube are in place. The final inspection shall be after filter fabric is placed, the trench and the final grading are complete. 4.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction, tfthe contractor desires, a site visit with the engineer prior to start of construction can be arranged. PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system is designed in accordance with current Municipality of Anchorage Wastewater Disposal Regulations. The proposed drainfield will be constructed in accordance with these regulations. The separation distance from wells on adjacent properties is greater than 100 ft. Therefore no unacceptable impacts are expected on the wells located on adjacent properties. B) WASTEWATER SYSTEMS The new drainfield will be constructed with good separation distance from systems on adjacent lots. Soils tests have shown the soil where the system is to be constructed is acceptable for and an on-site disposal system, therefore there should be no unacceptable impacts on adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE The large lot that this system will be constructed on has ample space, both surface and subsurface reserved for a replacement system. The proposed drainfield should not affect adjacent properties. D) DRAINAGE The location of the drainfield will not interfere with any drainage. The area disturbed during construction of the field will be graded and sloped so as to not pond water. Therefore this system shouldn't adversely affect adjacent properties. SEP-22-97 MON ~'00 PM . DRIVETRAIN DISTRIBUTORS FAX NO, 907 344 5689 P. 3 RECEIVED 1201 Remone. St. 99515 SIX lINCH WATER WELL DRILLED DRILLED AT The RATE OF ' .'~lkl~'~l~Ol~ A~BI~, i~d~ncr~orage ~;z::J~_.~.~..l/a- Oept. Health & Human Services OUT TO THE DEPTH OF 325 feet, · ' PER FOOT. Steel c~sing aerated out to 170 ft. PROPERTY OWNER ~'!r, & Firs. (James & Robin) Helton 349-555& 349-6622 .'. PARADISE VALLEY SUBDIVISION LOCATION OF WELL SITE Lt.. }4 Blk 1 *i~t~e~fw~d~/~*~]~. DRILLER Bernie Claus of Rgmp~rt Drilling Works. WELL LOG: 0 - 19' Silty s~ndy clay. with 40% coarse gravel & sever,~l sm,~ll boulders, 01 - 125' f-!ard~:a.n. A cemented cravel m~aterial, ..... , ~23 - 152' ~. wc. ter bearinM material~ but in fine' sand & a bro,,vn clCy. A small amount of fine gr4~vel, but not eno'ugh to hold. 'the a.~UiJ_fer together, No signs Of s].esrin6 of the water 'after'b h0urs':~f pumping. D,. screen vzould not.h?ve held b~ck the silly sandy fine material, in this formation. It would h,?ve been a case of changing ~'ater filter's in the water system, l~rob~b!y o n i,.~ daily b(~sis. 132 - 170' t. Je, rdj.'an. (cemented .gravel)· This area is dry. I,?o new water be~:~ring materi,~l ~t ,~11. Bedrock sta. rted at 165 ·feet. C~?sing is driven to refusal 170 feet. " ]70 - 325' Bedrock. A sedimentary rock material~ A porous bedrock oroducing w,~ter between 315 to 3'18 feet. Water p~oduction shows ~80 g~llons per hour with water recovery bac,k, up to 155 feet of surfaco overnight. One horse~'ower submersible pump should however be installed, to 20-25 feet off bottom. The quality of water did show 'goOd .signs of clearing within 30 minutes. Before the pitless odapter is install'ed, we want t0 .pump the Well with our test ~",llm~', to crystnl clarity. Tot¢l cost of drilling: $24.00 rer foot x 260 feet only. COST INCLUDES ALL LABOR AND MATERIAL FOR COMPL~ION OF SAID DRILLING. No charge for mobilization up. or back.' No cherge for Muni Well C,~,'. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOE THE SUM OF Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 S A I E T_Y�e Certificate of On -Site Systems Approval Parcel I.D. 020-424-34 1. GENERAL INFORMATION: Complete legal description Paradise Valley; Block 1, Lot 14 Expiration Date: J. /– I E— I —/ Location (site address) 6030 Greece Drive *Anchorage, AK 99516 Current Property owner(s) Christopher Monfor Day phone 947-1071 Mailing address 6030 Greece Drive *Anchorage, AK 99516 . Real Estate Agent Jamie Harvey Day phone 227-1059 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) F-1 Duplex F-1 Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual 0 Individual Water Storage 1771 Holding Tank 1771 Community Class Well 1771 Community El Public Water System 1771 Public Sewer 1-71 WaiverNariance request for: Distance: Received by.-, COSA to be released to the engineer, unless COSA Fee $_ Date of Payment Receipt Number COSA # Date:L-7– day the engineer. 4 a(4,F � I (.p I Waiver Fee $ Date of Payment e-) '2. Receipt Number i t 2- Waiver # 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. 1 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: /(-:7- 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. #AECC884 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved y Conditional approval for bedrooms, with the folloo g sti �ylations: S/T_ C-7VVATFR n � ,_. STEOVAT€ `f llJ�l nl�� _By:t VV^ 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10.10-12.doc Legal Description: PARADISE VALLEY, BLOCK 1' LOT 14 Well type _Private _ KA~B.orCprovide PVVS|D# N/A Date completed 1x0/ii/ig96- Sanitary seal (Y/N) Yes Total depth _325L_ft. Cased to_ -1/0 _ft. Date of test Static water level FROM WELL LOG 10/11/1996 155 If more than 1septic system is on the lot: C{J8AChecklist # —of ___ Structure served by this system Parcel 0: 020-424-34 Well Log (Y/N) Yes Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION 6/28/2017 222.1 Well production 3 g.p.m- 94m. WATER SAMPLE RESULTS: Yes 12+ in. Coliform -lNeg. _ookmies1UUml. Nitrate 1 mg/L. Collected by: GEG. Ltd. Arsenic: <5ug./L. Date ofsample: B. SEPTIC/HOLDING TANK DATA *Located inside storage area off west end of home TankTvoe/Maharial Date installed 4/11-15/2014 Tank size _l0y0_gal. Number ofCompartments _2 [||eennuta(Y/N) Yes Foundation cleanout (Y/N)*Yes Depression over tank (Y/N) No High water alarm (Y/N) Date ofpumping Pumper C. ABSORPTION FIELD DATA Date installed Soil rating rft2/bdrm> 0.7 System type Deep Trench Length 2 ft. Width 5 ft. Gravel below pipe 5.01ft. Total depth _�8.2±ft. Eff. absorption area 250 ftu Monitoring tube Yeo Depression over field No Date ofadequacy test Roau|bu(Paaa/Fai|) Pass For 1 bedroom ^ Fluid daodl in absorption field befonateat_- in. VVobarsdded_ - _gal. New depth _- in. Elapsed Time: - min. Final fluid depth_- in. Absorption rate >= 150f g.p.d. Any rejuvenation treatment (past 12mo.)KYN&type) None Kyes, give date ___-�___ Information on 1997 & 2014 trenches is on Me with IVIOA. Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level a1_____n. "Pump off" level Highwa\era|arm|eve|a1 in. Cycles tested Meets alarm & circuit requirements? _______ E SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ONLOT TO: Septic tank/lift station on lot 100'+ — On adjacent lots Absorption field onlot Public sewer main On adjacent lots 75'+ Public sewer manhole/cleanout 100'+ Sewer /septic service line 25'+ Holding tank 75'+ Animal containment Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5 ' Property line ' Absorption field ' Water main 10'+ Water service line 10'+ - Surface water Wells onadjacent lots Property line ' Building foundation Water main Water service line 10[��Surface water Dhveway.parking/vehicle storage iD+Curtain drain �_ *'+ — Wells on adjacent lots . + (WITH CAVEAT) *WR#OSV1 71075 "THE WELL ON PARADISE VALLEY, BLOCK 1, LOT 15 IS REPORTED TO BE INSIDE THE HOUSE. THE ABSORBPTION FIELDS ARE APPROXIMATLEY 100' FROM THE HOUSE ON LOT 15. ADDITIONAL LOT LINE WAIVER FOR EXISTING TRENCHES IS ON FILE WITH MOA / certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COfAguidelines ineffect onthis (ate. Engineer's Printed Name JEFFREY A. GARNESS Date (Rev. 11/05) ... ..* uo!s.1 Av ��: •L• / ! r� ••'°�Ajagar !PIDdim's H16t Q AN � Cp • JC? �►� ,00mvus$� 31VO S B Hi 13S SN3N2100 ON :31ON LIF ISAd 7 'ON eor 8'� �L- P 'S3Nn 3ON3d 80 ),8VONn08 ONIHsnB'vm L IOZ/* I/9 9c9cros 0' B 31VG ` `di`da ),w ainOHS S3owismomo ON N30Nn tlS*9-9*Z 3NOHd J L0966 VNSYIV '3!DV80HC)W ION 00 HOIHM SNOIlO121MN 80 S1NVN3AOO y 'S. 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