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Home My WebLink AboutSAND LAKE #2 BLK 6 LT 3and Lake #2 Block 6 Lot 3 #011-133-34 Municipality of Anchorage Development Services Department `r ��'?• Building safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Andlorage, AK 99519-6650 Page / of 3 www.d.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO40443 PID Number. 011-133-34 "."e: Melodie Jackson Wastewater System: El New ❑ Upgrade Add.: site: 8231 Seaview Street, Anchorage ABSORPTION FIELD Ph": MAev a awm : 3 EI D..P Tme DSTmxn ❑sw ❑m..m ❑ox r LEGAL DESCRIPTION ftwv:3 TOW Dwm tion&"iy F: swe�. em: 6 int 3 Sand Lake #2 .0 avo*tl O.pF, b me ion envoi t7w.: 10.0 Fl. or.w Mq" e.n..M p Tom' nb�a.: 8ernat 44 9 .9 R. frwa•e.00,. agnY otitic: 5.055 Ft (•,rMVV": 0 Ft. 15.0 FI. Well: [3 New ❑Upgrade fi.w.an25 C"wM1olan (Pnn", A B. Cr Ta/ DpR Ce.w b: Class C well on Lot 1 FI. Ta.l .owgvi enM: 1 NAFIL Pq wrr: Fl. Ft 151 Fr ASTM D 10341 PVC Srh 40 o~'D." Drrw: s"W WM Lw : Ft b."..rI AK Trailblazing 8/6/2005 rra: gP" RAV s.l et O V 14gh1 MON D.a eXOS-�iSD'F TANK Fl. FL SEPARATION DISTANCES O septic ❑ Holding ❑ S.T.E.P. r Ogler; To Septic Absorption Lift Holdingublk P- je rr: Flom Tank Field Station Tank sewer Line Anchorage Tank & Welding 1500 e.L w« 107 102 NA NA 98+ www: sleet AdvanTex, 31116% epoxy coated r«.ro. a Corowbr.r: 2 au^,mwrb 100+ 100+ NA NA T7 LIFT STATION Wu. 9 7.4 NA NA NA r,. Oreneo Fa w 5 16 NA �."°� "..1.1: v,Avar". is Npn..l. elwA ei .NA timer b, timer b Amer w c""A D— NA NA NA NA 771; " "e a Lbor e" x v wP.`ua" v. to nra er OSI 30-05-11 MOA NwwYF: •ADEC Waivers to Class C wells (attached). BENCH MARK laroun.w D..uc.m: front porch »;.� 100.00 Ft E p ( .... X....A�q gyp: "T¢ inspections performed b : Cindy W. Ellis, P.E. d 7/28/2005 p PO Y Dates: 1 ra; 49TH 2nO 8/8/2005 ---�, �-�- Development Services Department Approval Clr W. Ellis Reviewed and approved by: Date: 7 ti CE-10577 �34� �ssioHAlc Watkins Engineering, Inc. P.0 Box 110443, Anchorage, AK 99511 August 1, 2005 (907)349-1851 cwellis@gci.net Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Sand Lake #2 Blk 6 Lot 3 Permit No. SW040443 Lot Line Waiver Application ATTENTION: Joe Goodall Dear Joe, I request a lot line waiver for the trench to the south lot line on the subject septic system installation. The location of the trench and tank changed due to a change in the locations of the house and the water service line. To achieve a 10 ft separation between the water line and the septic system, the tank and drainfields were moved. The new locations are shown on the attached site plan. The adjacent property to the south, Lot 4 of Sand Lake #2 Blk 6, will have the alternate drainfield within 6 ft of the common (north) property line. This will require a waiver. This location will achieve a 10 ft separation distance between the alternate site of Lot 4 and the primary site of Lot 3. The drainfields have 5 ft effective depth, which requires a 10 ft separation. I am unaware of any adverse affect that this lot line waiver would have on any adjacent properties' water and wastewater needs. Thank you for consideration of this waiver application. If you have any questions or need further information, please call me at 349-1851. Yours truly, �w�01� Cindy Ellis, P.E. President PERMIT FEE: I I-15 cx> PAYMENT DATE:/] RECEIPT #: —11-1,11p �I WES\T 82ND/AVE N 90.00.00 E 135.0 1 Cb WELL I / 0 I I o w o o II w 0 o II o 0 0 Z / o Z o Lot 2 / I o \ o / / �TH � o o o \C i6 C3 Ci E Q y \ 3 Water service ti e 1- ti Lot 3 ofj •we"1�ilai r Requested U-1 o ® ft for drainfi Id toso t Jjne— C3,\ o / o �\ Z \ �\ 4' 7N 90.00.00 E 135.00 l 00 Lot 4 0 \ \ rn � • %W�ler service line w \ o o 0 o /O o0 7 o 0 0 Z I Z I I N 90.00.00 E 135.00 \ I Sand Lake #2, Blk 6, Lot 3 "„ Septic System Design Change Lot Line Waiver Watkins Engineering, Inc. �`q�.•�F'q�.q o �P•' q� s� Request 4 �<. �, p .:" 49 TH , .y v. Permit No. SW040443 �••.........•• • •••• Cindy W. Ellis, P.E. P.O. Box 110443 u • •.. cir w. ELLIS July 28, 2005 Anchorage, Alaska 99511-0443 E - 10577 ✓ a�'u'• Scale 1 Inch - 30 ft Phone: (907) 349-1851, Fax: (907) 349-1934 .,;;;;;;,,T Sand Lake #2 Block 6 Lot 3 Record Drawing of Septic Upgrade Bret Kelly Parcel ID-. 011-133-34 Permit No. SW040443 Cindy W. Ellis, P.E. November 14, 2005 Scale 1 inch - 20 ft AdvanTex 1500 gal steel tank with AX -20 Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax (907) 349-1934 AS -BUILT 0000u�iV�O4 OF At O 'f oQc?.- 49TH 'yd �.1 .... GIN W. ELLIS GEE10577` Based upon a survey B I FCO by Jeff Gastaldi, LS -6091 5.2 19.8 STI September 27, 2005 20.0 8.5 MH 32.1 / 1 CO 44.1 48.2 _ MT 100' well radius 100' well radius \ Sand Lake #2, Sand Lake #2, Block 5, Lot 21 Block 6, Lot 1 \ \ Class C - waiver Class C - waive approved approved I \ / / N 90.00.00"E 135.00' \ Water Line A \ \ CHAPEL DRIVE 1 LOT 3 3 Blt HOUSE — PORCII / 00' radius for $ Reserve see / Lot 5, Blk 6 MH ST1 Private Well -'C — ICO TH Q FCO / g B \ 100' radius for I MT I Lot 20, Blk 6 D I N 90.00'00"E 135.00' / Private Well 10 tt to site on Lot ' 1 7"/// / 100' radius for Lot 21, Blk 6 Well radii were marked Private Well prior to construction Sand Lake #2 Block 6 Lot 3 Record Drawing of Septic Upgrade Bret Kelly Parcel ID-. 011-133-34 Permit No. SW040443 Cindy W. Ellis, P.E. November 14, 2005 Scale 1 inch - 20 ft AdvanTex 1500 gal steel tank with AX -20 Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax (907) 349-1934 AS -BUILT 0000u�iV�O4 OF At O 'f oQc?.- 49TH 'yd �.1 .... GIN W. ELLIS GEE10577` A B C FCO — 5.2 19.8 STI _ 20.0 8.5 MH 32.1 27,9 _ CO 44.1 48.2 _ MT az.s as.9 _ Sand Lake #2 Block 6 Lot 3 Record Drawing of Septic Upgrade Bret Kelly Parcel ID-. 011-133-34 Permit No. SW040443 Cindy W. Ellis, P.E. November 14, 2005 Scale 1 inch - 20 ft AdvanTex 1500 gal steel tank with AX -20 Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax (907) 349-1934 AS -BUILT 0000u�iV�O4 OF At O 'f oQc?.- 49TH 'yd �.1 .... GIN W. ELLIS GEE10577` 89.53 NOTE: RELATIVE DEPTH OF TEST HOLE = 82.51 NO WATER Sand Lake #2, Bik 6, Lot 3 Record Drawing of Septic Installation Parcel ID: 011-134-34 Permit No. SW040443 Cindy W. Ellis, P.E. March 7, 2006 No Scale FINAL GRADE = 99.51 - 4"0 PIPE FILTER FABRIC SEWER ROCK 15.0 TRENCH N.T.S. MT1C01 Watkins Engineering, Inc. NOTE: ORIGINAL GRADE _ 99-19-99.51 51 AS -BUILT P.O. Box 110443 Anchorage, Alaska 99511-0443 Phones (907) 349-1851, Fax (907) 349-1934 '...� ...OF At ..... 9Spp0 49 ......................... ......................... �, CIN W. ELLIS 10577 FINAL GRADE FCOST1 98.37 h93.63 ADVANTEX AX-20 POD rHO STEEL ADVANTEX TANK 93.02 1500 GALLON N.T.S. 89.53 NOTE: RELATIVE DEPTH OF TEST HOLE = 82.51 NO WATER Sand Lake #2, Bik 6, Lot 3 Record Drawing of Septic Installation Parcel ID: 011-134-34 Permit No. SW040443 Cindy W. Ellis, P.E. March 7, 2006 No Scale FINAL GRADE = 99.51 - 4"0 PIPE FILTER FABRIC SEWER ROCK 15.0 TRENCH N.T.S. MT1C01 Watkins Engineering, Inc. NOTE: ORIGINAL GRADE _ 99-19-99.51 51 AS -BUILT P.O. Box 110443 Anchorage, Alaska 99511-0443 Phones (907) 349-1851, Fax (907) 349-1934 '...� ...OF At ..... 9Spp0 49 ......................... ......................... �, CIN W. ELLIS 10577 2lO��2 00N - .'I'* � -•� � '^0 | �� ))k■\!, w AV \ � 2 § , a [ ; 2 t _ §! .99 D § [ ± ■ ' _. m_. 2lO��2 - m (§[ t5 §E[[REEEn 2 krk ( - \/[[[\%6(§` ��\= m[ ■§ egK[e�2 .'I'* � -•� � '^0 | �� ))k■\!, w AV - m (§[ t5 §E[[REEEn 2 krk ( - \/[[[\%6(§` ��\= m[ ■§ egK[e�2 C 11ayor Mark Bcgich AZunicipality of .Anchorage N). Dix IWW) • Anahnmi c, :\Inslm!M>.S I!F(p.M) • lckph:mc (!M)7) SIa-KW1 • rnx (!M)7) A3a-K.NM) 47(X) 11m(,nnc ti) roc( • :lnchonIge, .V:kslm !M6M 17 March 5, 2007 Cindy Ellis Watkins Engineering P.O. Box 110443 Anchorage, Alaska 99511 u1m.numi.org Iluildint; Safety Division Subject: Waiver Request for Sand Lake #2 Block 6 Lot 3 Waiver Request WR#: 070011 Parcel ID # 011-133-34 SW040443 Dear Cindy Ellis: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the propertyline has been approved. The approved separation distance is a 4 foot horizontal separation waiver from proposed primary field and south property line. 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 343-7904. Sincerely, or"r-, Joe Goodall Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department �r 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 SUBMITTAL COMMENT SHEET To: Watkins Engineering. Inc. Legal description: Sand Lake #2. Block 6. Lot 3 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field.— El Other. Lot 4 of Sand Lake #2 Block 6 was an existing waiver of I foot from reserve droinfield to north property line. Name of reviewer. Julie Makela. P.E. Date: 8/9/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Watkins Engineering, Inc. RO Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net August 1, 2005 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Sand Lake #2 Bilk 6 Lot 3 Permit No. SW040443 Lot Line Waiver Application ATTENTION: Joe Goodall Dear Joe, I request a lot line waiver for the trench to the south lot line on the subject septic system installation. The location of the trench and tank changed due to a change in the locations of the house and the water service line. To achieve a 10 ft separation between the water line and the septic system, the tank and drainfields were moved. The new locations are shown on the attached site plan. The adjacent property to the south, Lot 4 of Sand Lake #2 Blk 6, will have the alternate drainfield within 6 ft of the common (north) property line. This will require a waiver. This location will achieve a 10 ft separation distance between the alternate site of Lot 4 and the primary site of Lot 3. The drainfields have 5 It effective depth, which requires a 10 ft separation. I am unaware of any adverse affect that this lot line waiver would have on any adjacent properties' water and wastewater needs. Thank you for consideration of this waiver application. If you have any questions or need further information, please call me at 349-1851. Yours truly, �� lvo; Cindy Ellis, P.E. President PERMIT FEE: 11-16 `-x> PAYMENT DATE: anc�j RECEIPT #: —11'1.10 WELL W z VVEA 82ND/AVE N 90.00.00 E 135.OI I I� 0 0 I U� II o I II o ' o YI \ o 0 z o o Lot 2/ I TH C" o / �� E o Waterservieelide Lot 3 _ U� I o � �oi l�'ae- Vai r Requested ftfor drainfi Id to sou � / z \\ ZN 90.00.00 E 135.00 o 0 ILot 4 U \ I —Wer service line W \ 00 / z N 90.00.00 E 135.00 Sand Lake #2, Bik 6, Lot 3OF At, �`S' Septic System Design Change Watkins Engineering, Inc Z.;1 p Lot Line Waiver Request y 49 THF �.......... Permit No. SW040443 tQ - CI V W. ELLIS 9;'; ' . E - 10577 .:. q� '' •• '. �� Cindy W. Ellis, P.E. P.O. Box 110443 Anchors Alaska 99511-0443 Anchorage, July 28, 2005 Scale 1 inch - 30 ft - """ •1 `�-'" 'o��oo=�' 0 I A I Lot 3 _ U� I o � �oi l�'ae- Vai r Requested ftfor drainfi Id to sou � / z \\ ZN 90.00.00 E 135.00 o 0 ILot 4 U \ I —Wer service line W \ 00 / z N 90.00.00 E 135.00 Sand Lake #2, Bik 6, Lot 3OF At, �`S' Septic System Design Change Watkins Engineering, Inc Z.;1 p Lot Line Waiver Request y 49 THF �.......... Permit No. SW040443 tQ - CI V W. ELLIS 9;'; ' . E - 10577 .:. q� '' •• '. �� Cindy W. Ellis, P.E. P.O. Box 110443 Anchors Alaska 99511-0443 Anchorage, July 28, 2005 Scale 1 inch - 30 ft Phone: (907) 349-1851, Fax: (907) 349-1934 """ •1 `�-'" 'o��oo=�' Permit Number: SWO40443 MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Oct 20, 2004 Expiration Date: Oct 20, 2005 Parcel ID: 011-133-34 Legal Description: 'SAND LAKE #2 SUBDIVISION BLOCK 6 LOT 3 Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 8231 SEAVIEW STREET Owner Name: MELODIE JACKSON Lot Size: 6750 SO. FT. Owner Address: 8231 SEAVIEW STREET Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99502 - This permit is for the construction of: ❑✓ Disposal Field Q 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 DSO at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: 41. Issued By Date: 0 0 Municipality of Anchorage I •. Development Services Department Building Safety Division - Onsite Water& 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. ()l I - 133 - 3q Permit Number Property owner(s) MFLODIE JACKSON Day phone 248-7000 Mailing address (1) 3705 ARTIC BOULEVARD • ANCHORAGE 'AK address (2) ?a31 Sm i o_ z <A- 4QR5b2 Zip Code 9937'6 Legal description (Lot, Block & Sub'd.) LOT 3. BLOCK 6: SAND LAKE SUBDMSION 42 Legal description (Section, Township & Range) Lot Size _%,�� Acr Sq.Ff. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ 'Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: `7 tOCJ� Date of Payment: 10�1y'GN Receipt Number. l� r Waiver Fees, Date of Payment: Receipt Number. a O I G i u V W i u FRANK H. MURKOWSKI, GOVERNOR 555 Cordova St. DEPT. OF ENVIRONMENTAL CONSERVATION Anchorage, AK 99501 Phone: (907)269-3076 Fax: (907)269-7650 .DIVISION OF ENVIRONMENTAL HEALTH Sarah RypliRdec.state.ak.us DRINKING WATER PROGRAM htm://www.state.ak.us/dec/deb/ October 12, 2004 Mr. Jeff Gamess Gamess Engineering Group 3701 E Tudor Road, Ste 101 Anchorage, Alaska 99507 Mr. Gamess: File: Sand Lake SID #2 Lots 2,3,&, 4 Blk 6 PWSID: proposed Class C On October 7, 2004 this office received your submittal regarding your request for two 100 -foot blanket separation distance requirements to both existing and proposed septic systems for a proposed Class C well located on Lot 1 Block 6 Sand Lake S/D #2 and an existing Class C well located on Lot 21 Block 5 Sand Lake S/D #2. The proposed Class C well (located on Lot 1 Block 6) will be converted from an existing private well. According to its well log, the depth is 256 feet below ground surface (ft bgs), the static water level is 127 ft bgs, and the aquifer is confined by approximately 87 feet of clay. A well log was not included for the existing Class C well located on Lot 21 Block 5. Other well logs in the area indicate well depths range from 243 to 500 ft bgs, static water levels range from 113 to 140 ft bgs, and confining layers do exist above the aquifer. Water samples collected on 8/2/04 from both wells indicate neither coliform nor nitrates were detected. Based on the information submitted, these two 100 -foot separation distance waivers are granted. The ADEC recommends both quarterly coliform and annual nitrate sampling of both of these wells based on the number of septic systems and increased development in the area as well as the number of wells penetrating this aquifer. Please also be aware that Class C wells are expected to be reclassified as private wells in the new regulations package. This expected change will reduce the required separation distance from 150 feet to 100 feet. Class C well registrations are still being accepted but without the associated fee, and will be completed on a low -priority basis (the fee will be accepted if the registrations are reviewed). Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova St., Anchorage, Alaska 99501, within 15 days of the permit decision. Adjudicatory hearing requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, Juneau, Alaska 99801, within 30 days of the permit decision. If a hearing is not requested within 30 days, the right to appeal is waived. C. Pr:nl;d on Rc;<cic.i P. cr Waiver Approval, Sand Lake M2 Class C wells If you have any questions, please call me at 269-3076. Thank you, VICJ1�— Sarah Rygh Environmental Engineer Assistant cc: Jamie Stazel, ADEC/EH/DW Program Fl:\Enginecr_Correspondence\sr04 Sand Lake2Lots234Dk6 Waiver.doc GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS October 1, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System for Sand Lake Subdivision #2, Lot 3, Block 6, To whom it may concern: The proposed 3 bedroom house will be served by a community well and a private septic system. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. We are proposing that a new 1500 gallon Advatex system and a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 6.0 gallons/day/ft2 c. Proposed Application Rate: 3.0 gallons/day/ft2 d. Number of Bedrooms: 3 e. Design Flow: 450 gallons per day f. Minimum Absorption Area: 150 ft2 g. Total Depth: 10 feet (max.) h. Effective Depth: 5 feet i. Width: 2.5 feet j. Minimum Length: 15 feet long total k. Effective absorption area =150 ft2 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 0 Website: gatnessengineering.com 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography in the area of the proposed drainfield is approximately 10-15% running northeast to southwest. In �^ short, there are no slope concerns. t^ S. WELL WAIVER: We have request from A.D.E.C., a 100 foot well waiver from the proposed class "C" well on Lot 1, Block 6„ to the proposed septic system on Lot 3, Block 6. We also have requested a 100 foot waiver from the class "C" well on Lot 21, Block 5, to the proposed septic system on Lot 3, Block 6. Copies of these requested waivers will be provided to you as soon as we obtain them. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you,jtave any questions, please contact us at 337-6179. Thank you for your assistance. /' M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com 01 0 II a zH ii �6 I I wx II � dx H ii �6 I I wx II � dx \ \ I `\ 1 \ \ I \\ I 7 ISE 1 \ \ `3 wx 1 _—_—\SEAVIEN STREET �\ �---r-------- I I . I I I WILCOX STREET f � � I's sr a� N V y F GARNESS ENGINEERING GROUP Ltd. ".A•dw"....m•,.rm.�w CONSULTANTS 8 GENERAL CONTRACTORS 3701, . TUDOR ROAO. SUITE 101 •ANCHORAGE, AK 09507 • PH w 2EPAREO FOR: ONE (907MA7.ene . �.,. ---- MELODIE JACKSON PHONE NUMBER: - ""` ,148—%DDD LEOAI. DESCRIPTION: OF WI RK: SAND LAKE S/D SITE PLAN FOR PROPOSED SEPTIC SYSTEM 10/01 R.A.L. 1" = 50' 1 OF 4 LOT 3, BLOCK 6, v `P.• .S`r :......: ............... of a m.« EXISTING PRIVATE WELL TO BE CONVERTED TO A \ CLASS 'C' WELL AND \ SERVE LOTS 1, 2. 3, k C \ 4 BLOCK 6 G • INSTALLDOUBLE \ / CLEANOUTS / PROF NOTE: THE SOUTH, ' AND WEST LOT LINES, AND ALL SHOWN WELL RADII SHALL BE FLAGGED BY A REGISTERED I LAND SURVEYOR PRIOR TO I CONSTRUCTION I / / ,SD W IAI � LINL ' '.,t,+ �,, � •'� ,• PROPOSED / •` ' Y 25 a/= • 1 3 BEDROOMHOUSE _ ON ��, JJJ�� INSTALL\� ALTERNATE SITE � FOUNDATION / \ USE OF AN IIRETHEX TH}1 /� ,+/- 0.EAN%UT/ \\ TREATMENTYSTE SM I / 500 --3eAREN / GALLON PROPOSADVED IANTEX g \ RADIUS Lw4�' AINFIELD EXCAVATET IS 10 FEET DEEP FEET DEEP BY 15f;a .'•.:D 5 FEET OF CLEANWER DRAINROCK./ N 100' WELL WAVER REQUESTED W > I / FROM WELL V ON LOT 21, BLOCK S, w I 100' WELL RADIUS SAND LAKE S/D /2 OATS-' 10/01/2004 DRAWN BY: SOP \-•• O 540 GARNESS ENGINEERING GROUP, Ltd. SCALE: R'A's 04 _ yRO� CONSULTANTS 6 GENERAL CONTRACTORS• • •, J 1 » = 3101E TUDOR ROAD SUTF IDI • ANCHORAGE OK 00101 • MO»E (OOI)311dA0 • ip% ("7)338-374630• PREPARED FOR: PHONE NUMBER: PACE NUMBER: MELODY JACKSON (907) 248-7000 1 2 OF 4 QQ .j r yGar ess LEGAL DESCRIPTION:Q -79 e O SAND LAKE SUBDIVISION #2; LOT 3, BLOCK 6, �0'i TYPE OF WORK: 044ey professio0\o�o DESIGN FOR PROPOSED WELL CONECTION AND SEPTIC SYSTEM 04ppp0000 rAw AdvanTex Treatment System AX Serics - Mode la o>t One (1) 40x96 Pod INLET 6" JIM CAP --(TYP.2)� FINAL GRADE 6" PVC PUMP -OUT (TYP.2) C 1500 GALLON STEEL ADVANTEX TANK AX20 POD NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT. TANK D DISCHARGE FILTRATE 30 INCH INSULATED RISER -7 r" 10/01/2004 DRAWN BY: GARNESSCONSULTANTS ENGINEER ENGINEERING GROUP2 Ltd. SCALEONTRACTORS.'&GENERA 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)3374179 • FAX (907)1311-32M N.T.S. PREPARED FOR: PRONE NUMBER: PAGE NUMBER: MELODIE JACKSON (907) 248-7000 3 OF 4 LEGAL DESCRIPTION: SAND LAKE SUBDIVISION #2; LOT 3. BLOCK 6. TYPE OF WORK: PROFILE DRAWING OF PROPOSED 1500 GALLON ADVANTEX TANK -ORENCO BIOTUBE SCREENED VAULT EFFLUENT PUMP Of ess. ` 1 7953 ..; tiFa� ..... «Ale GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS 701 a n now. sur[ ror • mcw zr- w saw? • r,p.k•, wY?-srn • FZ tw" • .[s�rrz: w^�w+Fv.e•••� SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SAND LAKE SUBDMSION d2; LOT 3, BLOCK 6, PERFORMED FOR: MELODIE JACKSON DATE: 9/9/2004 DEPTH (feet) �TEST HOLE #1 1 t=tf ORGANCS 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE SOIL CLASSIFICATIONS DRY 9/20/2004 eff A. or ess: >� C —795 \cp0 11. .. GW ORG 3 7,:i GW GP 1 I ML \ I i r GM CL 4 GC 1 T OL •' ' .�.•...� _ •°o^ SW MH 5 •...• • • • SP CH '�:'•:� 1 SM OH 6 ....�.. ...... .% . Sc 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 9/9/2004 DRY 9/20/2004 eff A. or ess: READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING 4 9/10/2004 H ...yA1 eff A. or ess: >� C —795 \cp0 11. .. ..... .AO DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) 9/10/2004 E S Es 1 \ I i r r TH#IA, x 1 SITE \ 1-100' PLAN DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) 9/10/2004 E S Es 19 I I PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) yl�_JI� TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: SUSAN OSWALT COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9/20/2004