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STOLLE BLK 2 LT 2
Onsite File Stolle Block 2 Lot 2 #020-021-12 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181354 PID Number: 020-021-12 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name Sean & Laura Mclaughlin ABSORPTION FIELD ❑ Deep Trench ❑Wide Trench E] Bed El Mound Site Address 10460 Honey Bear Lane ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 3 GPD/SF JTotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Stolle 2 2 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well 100'+ _ / / 100'+ TANK [ISeptic 9 S.T.E.P. ElHolding El Other Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water 100'+ / / / Material Number of compartments Lot Line 5'+ / / / NA Steel 2 Foundation 10'+ / / / LIFT STATION Manufacturer Capacity Remarks Orenco 250 Gal. Alarm location On House Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Beeks Contracting Drainfield CO/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 2051.5 ft Inspdeact sn 1m 11/2/18 a 12/6/19 Location and description 2 3m 4th Top of garage foundation ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional OF ALAS Approval: Date �P�� /� L J..Y Y ..cs....n .i~. Fr�r-�rint�e .T� . CE n �Q. -� � Septic System� Approved ! `� uzf� Date D Note: this approval does not include well permit requirements. tRev U5/UL/l b) -`1',0-r;� -� --I co � K, m mM K, r O rc-1m n Av ml vzOpmF p cn D p m 0 z 0 S> m r z1AOC)rV) Or a --q O m a C)M Z r-ADO ::E Gz m z m O rn L D r 02 n C m m 3 \. N O A O \ \ Ul CJ1 CTi W \ �D 1 O p -A CD m m \ •� q, 'Vi 1 Z) \ O Co Cn Cn o I O O p IZ Z \ \ �•'�- I D J >to \ \ > IW c -f I R, �O tTi r- I— �-o O i > I o ' DeCK \ -� (�'; N N n o �L,----- M N I CD w CA 4f --4/ TI CD I 0 D �7 ID I (Tl \ o N y \ Y m I - '%t 90 m I rn N `� zr "m o �Z ao yy \ P NOTES: PANNONE ENG SVC,(.LIC P.O. BOX 1807 PALMER, AK 99645� PHONE 907 745-8200 FAX 907) 745-8201 SOF k gS\tl 9��� REVISIONS DATE 12/6/19 RECORD DRAWING SCALE �,.��P•' r �te'ven ,'fannose j E 814a tr��a�.�� t .. 1., = 50' STOLLE B2 L2 SEAN & LAURA MCLAUGHLIN 1o46ANCHONEY P.I.D. NO 020-021-12 DRAWN ACP SITE PLAN D354 HORAGE,BEAR AKLANE 1�\\\���` SHOEP181PERMIT 2 OF 2 MICHAEL J. HORNE LS-5318 1.Bearings and distances are record per referenced plat unless otherwise noted. 2.Sufficient boundary evidence was recovered to establish the subject parcel on the ground. Not all controlling evidence is shown hereon. ASBUILT SURVEY OF: SCALE: GRID No: WORK ORDER No. DRAWN:CHECKED: DATE: FB BOOK/PAGE: May 24, 2022 60' MECB SW3243 159/42 Lot 2, Block 2, Stolle Subdivision, Plat No. 2013-68 Anchorage, AlaskaSERVINGALASKASI N CE1982EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the Plat used for this survey. NOTE: Under no circumstances should any data hereon be used for construction or for the establishing of property lines. SURVEY CERTIFICATION: FARPOINT has conducted a physical survey of the subject property, the improvements situated thereon are within the property lines as shown. Monument Septic Vent Power pole PREPARED FOR: Dan Beek Existing Fence ZONING: R10SL �C1YnLItY MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program W PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP181354 Work Type: SepticTank Upgrade Tax Code Number: 02002112000 Site Legal Address: STOLLE BLK 2 LT 2 G:3243 Site Mailing Address: 10460 HONEY BEAR LN, Anchorage Owner: MCLAUGHLIN SEAN & LAURA Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: V De i-tment v. /O/`5 q, '"rt_ Lot Size in Sq Ft: Total Bedrooms: 10/30/2018 10/30/2019 57490 ❑ 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 FSpecial Provisions: The contractor shall locate the water service line to the extent required to verify a minimum separation to the septic tank. Received By: Issued By: Ka�w Date: Date: lD 3D %e 3 RUSH - EFILB14S =Me ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-021-12 Property owner(s) Sean & Laura McLaughlin Mailing address P.O. Box 670927, Chugiak, AK 99570 Si+p nririn—.—, 10460 Honey Bear Lane Legal description (Sub'd., Block & Lot) Stolle, Block 2, Lot 2 Day phone Legal description (Township, Range & Section) Lot Size 57,490 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial El Single Family (SF) (w/wo ADU) Septic Tank x❑ Upgrade El Duplex (D) Holding Tank ❑ Renewal ❑ Multiple Dwellings Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: d 4q. Lo Waiver Fees: Date of Payment:�� jLj�2 Date of Payment: Receipt Number: Receipt Number: Permit No. (� Waiver No. Permit App_'-'-:- :'-.,:c O Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181354, Rebecca Carroll, 10/30/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181354, Rebecca Carroll, 10/30/18 House Detail U, - Scale 1" TRN' 10' P L V A 5 PV"i-E (NIC), G:(.1 RqP oc 33.0 .0, PFG 2051 oposed p\dd,tion pr( GarageFF= 0 2052 ' N EPTG:::2:(5L5 �15� 12.6' x 32.8 Lot 4 Lot 1 OF' -Z-� ........... P 49 TH �01 Andre Koeppd. C LS -100298 Nq Q) 69 Q,4Ga C7 0 f Lot 3 N81 42.4B, �7 ii CA P 30' CD 0 r— I Lot 1—A Block 3 st 0 C) 1 2080' U 5 N89'58'05"W 295.53' Yaw, Lot 3 Grandview Subdivision 0 Legal Description: Legend: Rebar with Cap Plot Plan Monument Well Lot 2, Block 2, Septic Overhang Stolle Subdivision Drainage Wood Deck Proposed Finish Grade[:P:F:G:::10—=0.V Concrete Elevation1:1 =00C Municipality of Anchorage w Development Services Department Building Safety Division .. - On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page of 3 www.d.anchorage.ek.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO40146 PID Number. 020-021-12 Nom». Jon Davis Wastewater System: ❑ New 0 Upgrade 10460 Honey Bear Lane, Anchorage 99516 ABSORPTION FIELD P!%Sa,: 250-1258 b«e. orab�: 3 ❑DeePTenxJ 173ww.Tmxl ❑e.a ❑M 00oW LEGAL DESCRIPTION SW To.PF rRm«°w°� GPD�F1� FI. ekxY LMsubemum: 2 2 Stolle D.Pln bpq. bW«n Ran a.q«r O•a•: Gr.Nl O.qn pp.: Fl. Fl. T~" R«ro.: seceon: FM ackW1 . dpn.l pae.: av« L«pin: FL Fl. Well: New El Upgrade Mia..... � Fl. Fl. Cla.f M (P .l.. A 9. CT T" D.pN: C..M to. Tout «M: Pp W bna: Private 391 �,, 51 F,. Fe HDPE D•Mw: Alpine Drilling Dow DaM: 7/10/04 Sww Waw LM: 190 n.Ylbr. Beek's Contracting D.b n.br.e: 7/12/04 FL 4 Pump sa re C." H.01 foo°. Gmbie: TANK GPM 391 Fl- 2+ FL SEPARATION DISTANCES [3 Septic ❑Holding QS.T.E.P. ❑Other: To Septic Absorption LIR Holding ubliHPrlvaw'r From Tank Field Station Tank sewer tine Anchorage Tank & Welding 1250 Got. we 150 100.1 150 NA 100+ M.b�. steel Nbro.,ac«ry«a,anb: s,e.o WSW 100+ 100+ 100+ NA LIFT STATION WL«. 85 3' 85 NA 1250 Go. .CAb.,. Anchorage Tank & Welding FaMaoan 13 50+ 13 NA l'wry «i bwl at: 44 -PMlp of l.w at. 38 Ho w.w.b,m.L 51 M. n n. C~ Db.l 50+ 80+ 50+ NA ° n p o mD bce"I i e w •Waiver 990061 for lot line distance. BENCH MARK 1.5" HDPE insulated under driveway w/4" rigid foam. Louoon «a Oawi4c^: surveyor cap on SE corner of lot No change to absorption field installed in 1999 front door threshhold = 77.40 FL 100.00 under permit #SW990323. Engineer's Stamp Inspections performed by: Cindy W. Ellis, P.E. Dates: 1s1 7/12/04 Tl ° 49rH z^° 10/26104 �M Developm nt Services Department Approval _ CIT CO. Cindy W, Ellis ; Reviewed and approved by: Date: `' CE. 0577 :. °�ESSIOt'W'O Appcc� �s � STEP �,�, �a��o� '�, oxw 1,OUN 0(11y I. S `29'00'E 142.48 / I 100 R well l �tlits / I I WELL i w MT2 N tl/ h Existing trenches, (1999) New 1250 gal steel // C 3 / STEP tank // MT 2 N i / O anhole FCO ST2 / I A ' pF i e�v1T4 l I B oBM re under driveway insulated with 4"_ _ 'r / Curtain Drain AS -BUILT / Approximate Location L--------------------------------------------- 10 TELE. a ELEC. M". Stolle S/D, Blk 2, Lot 2 A D C FCO 13.4 19.7 - STI 28.8 24.3 - ST2 32.0 21.0 - Mil 34.8 18.4 - MTI 95.o 64.2 82.5 COI 94.9 63.8 81.5 Mn 132.3 105.6 128.3 CO2 133.8 107.2 129.8 MT3 133.0 103.1 121.2 CO3 133.8 104.1 122.4 MT4 103.4 70.7 80.6 C04 104.0 71.2 80.2 FS 122.2 91.2 107.0 S `29'00'E 142.48 / I 100 R well l �tlits / I I WELL i w MT2 N tl/ h Existing trenches, (1999) New 1250 gal steel // C 3 / STEP tank // MT 2 N i / O anhole FCO ST2 / I A ' pF i e�v1T4 l I B oBM re under driveway insulated with 4"_ _ 'r / Curtain Drain AS -BUILT / Approximate Location L--------------------------------------------- 10 TELE. a ELEC. M". Stolle S/D, Blk 2, Lot 2 V OF A �`.;. Record Drawing of Septic Upgrade �> ��.• q S� Jon Davis Watkins Engineering, Inc 9 9 A�,. Parcel ID: 020-021-12 , ;? «' 49 TH Permit No. SW040146 `,....... `vx �... �.� �!..... .GU; Q. I,��CIN Y W. ELLIS y , '., E - 10577 ,: t- Cindy W. Ellis, P.E. P.O. Box 110443 November 2, 2004 Anchorage, Alaska 99511-0443 ,,' /%-2-og Scale 1 inch = 40 ft Phone: (907) 349-1851, Fax (907) 349-1934 FINAL GRADE FCO 66.80 62.78 1250 GALLON 62.26 STEEL STEP a SEPTIC TASK XT S. To Existing Drainfield AS -BUILT Stolle Blk 2 Lot 2 Record Drawing of Septic Upgrade Jon Davis Parcel ID: 020-021-12 Permit No. SW040146 Watkins Engineering, Inc. P.O. Box 110443 Cindy W. Ellis, RE Anchorage, Alaska 99511-0443 November 2, 2004 Phone: (907) 349-1851, Fax: (907) 349-1934 0F.q�q< < ��...... Su: 4 J?' 49 TH I CE 10577 FROM : BRICK'S ELECTRIC Y FAX NO. : 770-2933 Nov. 06 2MI 03:01PM P1 FLECTRIC Division of BrickwelL Irc. 11425 Avion,Sr Ant)+oru# , AX,99516 345-1923 440.9351 cOZ 770.1933 fax, 11-04-04 To who it may concern: Brick's Electric has performed all wiring necessary for the Orenco septic systein at the fol- lowing location: 2/2 Stolle Sub'd 10604 Honey Bear Lane Anchorage, AK All work performed as per current National Electrical Code Sincerely, 1 Phone. 907-345-2923 * Fax. 907-770-2933 * Celb 440-9351 FP01•I : ALPINE MILLING FA { 110. : g07 345 0202 I kr •. Zq _'W4 07: 03F19 P3 Municipality of Anchorage AL Department of Health and Human Services 825'L' Street P.O. Box 196650 Anchorage. Alaska 99519-6650 CKM Rick MySMmt hVJA. ,cienchoraye.sk.us Mayor Permit Number. #SW 040146 Date of Issue: 5-2&04 Date Started: 7_1044 Due Completed: 7-11-04 Legal Description: Stofte Blk 2 LT 2 Property Owner Name & Address: Jon Davis 4902 Spenard Rd Anchorage. Alaska Parcel Identification Number: 020-021-12 is well located at approved permit location? ® Yea a No 7 Borehole Data: Soil Type, Thickness & Water Sawa Stick up Depth (ft) From TO 0 2 Method of Drilling ® air rotary ❑ cable tool Casing type: 2tt9l 5! Wall Thickness:.W inches silty fill 2 9 Diameter: 6 inches Depth:M feet organics 9 silt 9 15 Liner Type: Diameter: inches Depth: feet gravelly silt 15 19 Casing stickup above ground: 2 feet bedrock 19 391 Static water level (from ground level): �0 feet Pumping level: 391 feet after 2 hours pumping 4 gpm Recovery Rate: 4 gpm Method of Testing: air I,R Well Intake Opening Type: ❑Open End ©Open Hole ❑ Screened Startfeet Stoppod feet ❑ Perforations Start feet Stopped feet Grout Type: benronite # R Volume: 2 Depth: Start Q feet Stopped 2 fiat Pump: Intake Depth feet Pump size hp Brand Name WeU Disinfected Upon Completion? ® Yes ❑ No II Method of Disinfection: hbo ne tablets u Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property ........._ I.. _.... A." - . .. -11 ----.:,. . ...... 1.... J.. t -- .tIt- -4.. 6 1 t..... I.. .. 1J T. 1. ..... .l ......... !-- QF.A�ga�a �. s o� O s- i �?49 TH* 102 LIFT / BTATIDN N 89 ----------------------- LE. i ELEC. EBNT. 295.53 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SNOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PUTTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCELINES. • EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED FLAT. ME NOT SHOWN HEREON, NOTE: ANY FENCELINES SHOWN ME LOCATED APPROXIMATELY AND ME NOT TO BE USED TO DETERMINE PROPERTY LINES OR LOCATE STRUCTURES ANY PAVING SHOWN MAY BE APPROXIMATE DUE TO SNOW CONDITIONS. BUILT SURVEY SCALE: • FINAL STRUCTURE AS -BUILT SC I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 2. BLOCK 2. STOLLE SUB. ANCHORAGE RECORDING DISTRICT. ALASKA AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND THAT NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE, ALASKA THIS _17TH_ DAY OF AUGUST 2000 HOLT LAND SURVEYING 9196,F!3109-13,111415 TEL. 3055513 'fl olbi+ 1160 A MUNICIPALITY OFANCHOR4GE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW040146 Legal Description:lATOLLE BLK -2 LT'_2 Date Issued: May 26, 2004 Expiration Date: May 26, 2005 Parcel ID: 020-021-12 Design Engineer: 0844 Watkins Engineering, Inc Site Address: Owner Name: Jon Davis Lot Size: 57490 SQ. FT. Owner Address: 4902 Spenard Road Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99517 - 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. SIZ,.I,q_ tZe,(ts, j" o4 iNNL Received By- Issued y Issued By Loc' t rU'V s,wE r/rc- r /4+/ D/f ftb n.ny zc /. =may Date: Date:Zbol-011 Municipality of Anchorage -� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-021-12 Permit Number SW Property owner(s) Jon Davis Day phone 258-0388 Mailing address (1) 4902 Spenard Rd Mailing address (2) Anchorage, AK Zip Code 99517 Legal description (Lot, Block & Sub'd.) Stolle SID, Blk 2, Lot 2 Legal description (Section, Township & Range) 10 t4 (OU 14-0 V10 t L ?h a, Lot Size 57,490 Acres/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Q Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 1 certify that the above information Is correct. I further certify that this application is being made for a Single Family Dwelling and Is in accordance with applicable Municipal Codes. E (Signature of property owner or Date of Payment: Receipt Number. ) �7- % Receipt Number. (Rev. 12100) S-IS7� Watkins Engineering, Inc. P.O Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gcGnet May 20, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Stolle SID, Blk 2, Lot 2 Well and Septic Permit To Whom It May Concern: Attached please find an application to drill a new well and to move the septic tank for a proposed 3 bedroom house on the subject lot. Site plans are attached. A septic system was installed on this property on September 23, 1999, under permit #SW990323, requested by Robert Cowan, P.E. A lot line waiver for 3 ft separation of the drainfield to the east lot line was approved, as WR990061. There has been no further development on the property. It is now proposed to build a 3 bedroom house, which will be served by a private well and the existing septic system. It is proposed to move the existing 1000 gal Premier plastic septic tank, because the current location of the tank will not allow for gravity flow and it is in the utility easement. The existing drainfield consists of 2 shallow trenches, each 49 ft long, with 1 ft effective gravel depth. The total depth of the system is 6 ft from original grade, as per the inspection report b1 Mr. Cowan. Monitoring tubes in both trenches are dry. With an application rate of 0.8 gpd/ft , the total absorption area requirement is 563 W, which is met by the trench dimensions. The new septic tank location will be more than 100 ft away from any private well or surface water, and the proposed well will be more than 100 ft from any septic system. I am not aware of any adverse effect that this development would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy W. Ellis, P.E. President Taken from survey by _ Shane Holt, RLS 6914 dated May 6, 2004 / / a / m / m / N .� 41 in ;. / fy v l n ig 2 b/ / / / 5fti al 42 Proposed well location 0 100 ft well radius Ta Existing trenches, installed In 1999 by S&S Engineering. Permit # SW990323 MT3 Driveway must not cross trench. 1250 gal STEP tank DCO Install FCO C MT \ TCO] M �" \ PVC MT. OHOj \Y/ROOFCANER wR Pvc .QE q�qs� Well and Septic Development PROPOSE 2047 p i OR \ a Existing w \ MOURC R \ - bQ line ko e \ \ . My portion of the sewer service line abandoned \ \ beneath the driveway must be In pke. Insulation. insulated with 4" foam \ Anchorage, AK 99511` \'JC RAO1 9 Phone: (907) 349-1851 TEMP. TU AROUND 1000 gal Septic Tank ° R TO BE REMOVED . lO E. • CLEC. ESMi. N E19-9 OS W 295.53 Stolle /Proposed .QE q�qs� Well and Septic Development Jon Davis �' *.: 49TH \:.* Cindy W. Ellis, P.E. May 26, 2004= y Watkins Engineering, Inc. P.O. Box 110443 t: ci y W. Ellis CE -10577 Scale 1" = 40 ft Anchorage, AK 99511` �O ssit°`� Phone: (907) 349-1851 . 6 A9 4ze \\ \\\ oe01 septic area\ \ \ Proposed We( \ Site Lot 4 \ \ Undeveloped / f lF ;Y •V Y / T —pull SI P¢etL _ _ 7 / � _ _ _ _ _ _ J L � _ 10•isls f [I, j, UndeJeloped •p `JQ\ .....E A� �P�e Proposed Well & Septic Upgrade 49TH J * A \ Cindy W. Ellis, RE P.O. Box 110443 ClrVdy W. Ellis May 19, 2004 N I Scale 1' =100' r I m XI 1 100 ft well radius C4 (.TI c .. �elr ele roo••w rise sTl `� ` Proposed WetF site Lot 2 - No septic systems / within 100 ft of I Proposed Well Site ri \ Existing trenches, Installed in 1999 by S&S Engineering. C% Permit # SW990323 \ -- 1 71.80 \------ 1000 gal. Premier Plastic Septic Tank - moved from east. Note: Max. burial depth 4 ft. Stolle S/D, Blk 2, Lot 2 Watkins Engineering, Inc .....E A� �P�e Proposed Well & Septic Upgrade 49TH Jon Davis * Cindy W. Ellis, RE P.O. Box 110443 ClrVdy W. Ellis May 19, 2004 Anchorage, AK 99511-0443 CE•1osn Scale 1' =100' Phone: (907) 349-1851 Fax: (907) 349-1934 qp.. r 2020 Proposed Well and Septic Development S s 1 a29'00" E */ 49TH `•:� 142•4e 2043 Cindy W. Ellis, RE Watkins Engineering, Inc. May 19, 2004 P.O. Box 110443 Cidd W. •. Y Ellis CE Scale 1" == 40 ft Anchorage, AK 99511 -10511 Phone: (907) 349-1851 / Proposed well location / o I / r I/ / n \ / � 1/ 100 ft well radius 7 / \ m �S ? +p j Existing trenches, installed Dy / In 1999 by S&S Engineering. \-C / Permit # SW990323 NT= COS \� 2 a / Driveway must not cross trench. D NT TN / MT 11 Is C ' ta SO 20.9 Poor CAve9 , 4; PVC \ Y TA 2047 PRO POSED Any portion of the Sewer service line Existing 9 !� \ Nouse \ beneath the driveway must be \\ '� Iine o be \ 5Insulated with 4" fo\nsulation. < abaAdoned 0. Install FCO 5 ft minimumSo / / / 1000 gal. Premier Plastic Septic O Tanker o PAD. \ TC.P. TY ".POUND i / moved from southeast. / Note: Max. burial depth 4 ft. � D O _1000 gal Septic Tank _ \� — — -� —� — 2094 1D'TELE. . EL-0071—S.T. TO BE MOVED � �` N 89 5805 W 295.53 Stolle S/D, 131k Lot 2 Proposed Well and Septic Development ]on Davis */ 49TH `•:� Cindy W. Ellis, RE Watkins Engineering, Inc. May 19, 2004 P.O. Box 110443 Cidd W. •. Y Ellis CE Scale 1" == 40 ft Anchorage, AK 99511 -10511 Phone: (907) 349-1851 °day; c� Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 198050 Anchorage, AK 995198850 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET 1 - M I Legal description: Stolle Block 2 Lot 2 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. ❑ Additional soils information needed. _ ❑ Water monitoring results Inadequate. ❑ Discrepancy in information submitted. ❑ Topographic Information missing or inadequate. ❑ Incomplete; missing ❑ incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distancestdimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field. - 0 Other. Need well Ion. And need letter of nonobiecfions Name of reviewer loe aoodall Date: 411/2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw SL P.O. Box 196650 Anchorage. AK 995196650 Page I of 3 www.d.anchorage.ak.us (907)343-7904 . ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. PID Number.— Na" Q � e✓I � R -t' vyl �' Wastewater System: E[New ❑Upgrade ' RLk,. N/(,L e d97507 ABSORPTION FIELD Phn : 2 — "'_3 D D., Tall K31r1a.TrFna1 O am D uon4 E3 OBw LEGAL DESCRIPTION 301 Ramq: q Taal D" Fon apiW Wa osoTr FI. a�ew ; 5 01 a D4^ rC Vpa tcean *—*ww o o...a d.oll b.wal ow: 1 FI• FI. Ta p: ft sfe - faaaaeF aewFapol pa0r. / 1 Garr tu,Ree L� �V FI. R Well: ❑ New ❑ Upgrade a aa+.we 5P. FL as a OOn Pnvtlt,A 9. k Taal Dpo: Gaee a O n Taal aoaopao aua ,r- 3 Fr /•/ 393"MEM Dwo: Dau Slaac Wale LaM: ��aaa: � f � � ^� — 9 rL � Cl t, Y,.a: saae CaaewHawnMo»anua TANK GPN FI. FL SEPARATION DISTANCES mseptic ❑ Hoift 0 S.T.E.P. ❑ other. To From Septic Tank Absorption Held Lift Station Holding Tank lublialrivate Sewer Line RA1C 1_jOP AUC. "CANS �/y�/qy Moods. WON 00+ 004- -o�T-h S -TGE. I_ aGmparananu. 3uraa Walar+, LIFT STATION La Line 3 ` r. Gal. FanaaOon Alo I- �w ,�.x M�w.v,.umw G+un orsa, Aam aw. 8 o«,Ir. wo.mon y.rana, er ant a Romana: *r- W R CIO) on 6 l BENCH MARK LaoaM sm Deampam: SUrVP A h SE""" "° avaaon: ,n FL orae �/,n4 4�F� S d. S ENGINEERING 17034 Eagle River Loop Road, N�3a e�s Inspections performed by: :!.l;�ft^..^—. 2rd 9'?3 �.. ..... .. . %, ROBERT C COWAN•••jl� Development Services Department Approval E -E301 Reviewed and ac -roved by: Date: t1, PERMIT NO. SW990323 PACE 2 OF 3 Municipalit of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Bax 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK 2, STOLLE S/D P.I.D. No. 020-021-12 \ 1 / \\\ It \ LOT 3 ^; LOT 4 r F-- 20' CEA EASEMENT _- - - ----------- LOT 2 / all \ LOT 1 1 ,0�/ Y 2 o Z\\ \\ / W / NEW TRENCHES YTWTI 0/ D01 ( lPLRI( �� •\ \\ \SCALE: 1• - 80' IV / DOL DIN.2 MCw 1000 WUON \ �' / SCPTIC T/�NN, \� / ......_ ...-«.....-i,,....... ,,,,.,w i. ___________________________________ 10' TELECOM k ELECTRIC EASEMENT ST ROBERT C. COWAN 4 fi A I� �C CE �S80i 111. �Pg- •:: .: �;:.- .i�;51 mss• �� �111�1B>•'a` PERMIT NO. SW990323 PAGE 3 OF 3 Municipalit of Anchorage DEPARTMENT OF HEATH 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 LEGAL LOT 2, BLOCK 2, STOLLE S/D P.I.D. No. 020-021-12 ST1 FINAL GRADE ST2 -,,94.5' 89.3'/"' I NEW 1000 GALLON SEPTIC TANK CO1 MT1 „CO2 SR MT1 = 63.8' htT2JCOI = 69.6', MT3 CO2 = 69.9 FINAL GRADE-,, C01 = 64.9' CO2 = 65.1' MT2 = 63.9' MT3 = 66.0' NO WATER FOUND 57.8' B.O.H. 2" INSULATION :m CO3 MT4 IC03 = 72.7' �C04 = 72.1' CO3 = 67.1' SR C04 = 67.0' MT4 = 65.9' N. T. S. May 21, 2002 Municipality, of Anchorage v y� re Geogle I. ll'tterch, Mayor�+,l <� �Jn S�!rr Buildillg Stlfety Di%isiotl I1.0. Ikie 1tM50 • 4700 S. Br gaw Street Anchorage, Alaslui M519-6650 • (SH)7) 343-SIOI lit i p://%%im.ci.nnchonige.akms Karen Cafineyer 1850 E 72nd Avenue #1 Anchorage AK 99507 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SWO10179 [Legal Description: Stolle Block 2 Lot 2 Dear Karen Cafineyer: �Ooply An On -Site Water/Wastewater Permit, number SW010179, issued by this office for a single-family system, will expire on June 11, 2002. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Dan Roth, Civil Engineer II Acting Manager On -Site Water and Wastewater Program Enc: Copy of permit 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 WATER SUPPLY PERMIT Initial Date Issued: Jun 11, 2001 Expiration Date: Jun 11, 2002 Permit Number: SWO10179 Parcel ID: 020-021-12 Legal Description: STOLLE BLK 2 LT 2 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: Karen Cafineyer Lot Size: 57490 SO. FT. Owner Address: 1850 E 72nd Avenue #1 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage . AK 99507 - 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 specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by catling (907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. "B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: 6—} Date: — 2 Z _ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 20 — 0 2 1 — 1 2 Permit Number SWO/0179 Property owners) V A yzk1J L' AF1ME �E2 Day phone 344-4Z64 Mailing address (1) ISS K1VT � I Sire NNN 110 BEAR LRUE 995ilr Mailiagaddress (2) " Zip Code Q -7 - Legal description (Lot, Block & Sub'd.) LbT Z IF1 GOGV— Z :2M2 LLC 50kb IV I S I0/i Legal description (Section, Township & Range) Lot Size "_S3 AcresI Number of Bedrooms 3 S-7 ,,490 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only 19 Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authonzed agent) Permit Fees: ;L2 0,* Waiver Fees: Date of Payment: r- z 9 - o 1 Date of Payment: Receipt Number: O 3 2- Receipt Number: (Rev. 12100) mimicipality of Anchorage } � Department of Health and Human Services 825 "L" Street R,ck Mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650 61avor hitp://www. Ci.anchorage.3k. us August 11, 2000 Karen Cafineyer 1850 E. 72nd Ave., #1 Anchorage, AK 99507 Subject: Stolle, Block 2, Lot 2 Permit # SW990323 PID # 020-021-12 The subject permit #SW990323 issued by this office for a single family well and/or on- site wastewater system, is due to expire 365 days after it's issuance on September 8, 1999. If this is a well permit and 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 this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, 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. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and 5120.00 for a well permit. If you have any questions, please call this office at 343-4744. Janfes Cross, PE Program Manager On-site Services enc: Copy of Permit Permit application Ise - '�svm MUNICIPALITY OF ANCHORAGE �n� �nm Department of Hearth and Human Services (�/ es Program 825 L Street, cRoom 502 P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number. SW990323 Legal Description: STOLLE BLK 2 LT 2 Date Issued: Sep 08, 1999 Expiration Date: Sep 07, 2000 Parcel ID: 020-021-12 Design Engineer. 0003 S & S Engineering Site Address: Owner Name: Karen Cafineyer Lot Size: 57490 SO. FT. Owner Address: 1850 E 72nd Avenue #1 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99507 - 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 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 (907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: z Date: 5 — 9 — 9 `► o /"' 1 Date:_f —8-77 nOBERTC. COWAN, P.E. FIOBERTA. SHAFER PE. CPALENGINEERS (907)694-2979 FAX(907)694-1211 August 19, 1999 IEALTHARHDRITY APPROVALS MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 SEWERSWATER a Anchorsg AK. 99519 , MVN EXTENSglS REFERENCE: Lot 2, Block 2, Stolle Subdivision SEWER L WATER INSPECTION Request you issue a permit to Install a well and septic system to serve the proposed three bedroom dwelling on the referenced property, and a 2 foot waiver for the horizontal separation distance between the leachfield and the east property line. ENGINEERNGSTUDIES ANOREPORTS One test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. WELLNSPECTION S FLOW TEST At the time of excavation, 8-13-99, no water was found. After seven days of ground water monitoring, no water was found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve SITEPLANS areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. ROAD DESIGN If you require additional information, please contact us. Sincerely, SMTEST {�'��/'' Z PERCOLATION TESTRobert C. Cowan, P.E. RCGbjj Enclosure STRVCTMALL MECHMACAL INSPECTIONS ONSITE WASTEWATER OISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RNER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 1' = 60' DESIGN SITE—PLAN D C;� SDI l li Po, TEASE �ENr to L" -o) rvli Oim0 Zp-nm rq 0 G n m Am, Am O ® m r n Iz� m � II A F—i O L II`� l li Po, TEASE �ENr to L" -o) rvli Oim0 Zp-nm rq 0 G n 3� A ® m y�Gf'POpp m � o A F—i O L L l li Po, TEASE �ENr to L" -o) d Oim0 Zp-nm n N r ® m m o A F—i O L L • O ^ l l OO cn N -p t� to v c)Ln x �91 � m�I �0 I tDn 3 I n jkLUNOH z A L (.n 0L4 O-mg oN� r m o II o Z L Ln O A OO cn N -p to v c)Ln EA DQO Cs] O m A n v n � O Y� co ID os ro s PERFORMED Ff LEGAL DESCRI DEPTH SLOPE EFEtTI I 2 - e 3 -?,•7 4 i •L 13- 14- 15- 16- 17- is- 19 - 20 314151617181920 COMMENTS 0 Rt -4,j% c S r- ILl- O. 0$(rAw)Gj G e,1 ,S I L r y/ Y'4, P NQ SITE PLAN MENEENESIME IF YES, DEPTH? g44RJt%K Depth to Wat Monitoring? Reading Date Gross Time Net Depth to Time Water Net Drop PA SOAR 9/16 M-) O — S"'I br V 7 G " PERCOLATION RATE /0- (minuteymch) PERC HOLE DIAMETER TEST RUN BETWEEN S FT AND 6 FT 5 & 5 1:Nwr4ccRINv PERFORMED BY: 370-14NSIPaaull& glyar t cap Road No. 2041 � L / CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WIPOOLW15 MRN C71P L GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 2, Block 2, Stolle Subdivision August 19,1999 GENERAL: 1. The scope of this project includes the installation of a 1000 gallon septic tank and leachfield trench to serve the proposed three bedroom residence located on the referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Page 2 Lot 2, Block 2, Stolle Subdivision August 19, 1999 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCHIDRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of ; depression after settling. Page 3 Lot 2, Block 2, Stolle Subdivision August 19, 1999 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the 4200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot 2, Block 2, Stolle Subdivision August 19, 1999 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTORIINSTALLER Rick Mystrom, Mayor Municipality of Anchorage �} Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http:nw .aanchorage.ak.us September 8, 1999 Robert C Cowan, PE S & S Engineering 17034 Eagle River Loop Road, Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 2 Block 2 Stolle Subdivision Waiver Request #WR990061 Parcel ID 4020-021-12 SW990323 Dear Mr Cowan: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 2.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-4744. Sincerely, '5k�/P- 7�2�- Daniel J. Roth Civil Engineer On -Site Water Quality Program r MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR990061 PID$ 020-021-12 HA# Permit # CI_oc19jl,4Qi Date Received: August 20, 1999 Legal Description: Lot 2 Block 2 Stolle Subdivision Engineer: Robert C Cowan PE S b S Engineerinst 17034 Eagle River Loop Road Suite 204 Eagle River. Alaska 99577 Applicant: Karen Cafineyer - Waiver Requested: Lot line waiver of 2 feet from the leachfield and east property line Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: X Waiver is NOT Granted: List Conditions or Reasons for above: !rL=F EA/ AsVj4CM,=Q [ E2r,64 Date: 8-30- ByAVA/ Name of Reviewer Rec #: 004242/7907 Amount: $ 115.00 Date Paid: Aug 20, 1999