Loading...
HomeMy WebLinkAboutCAMPBELL POINT BLK 2 LT 9Campbell Point Block 2 Lot 9 #011-262-06 Municipality of Anchorage • -.` Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St "�- P.O. Box 196650 Anchorage, AK 99519-6650 www.ei.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040499 PID Number. 011-626-06 Nome: JOE w/ MARQUIS HOMES Wastewater System: ■ New ❑ Upgrade Address: 8420 WALKER CIRCLE a ANCHORAGE, AK. 99502 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 349-1183 4 ■ Deep Trench O Shallow Trench O Bed ClUound OOther LEGAL DESCRIPTION SO "°'"° 1.2T" Dopa hone Oe9`" 9' : trp�sa. R 10 MAX n Block: Lot: Subdivision: 2 9 CAMPBELL POINT peolh b PP* lelba hem 0`4, W 92/ pami deP1h berwalh p1w SEE DWG. rL 7.03 L Township: — Range: — Section: — iv added sea. "l Bode: CreM bgu: SEE DWG. n 40 rL WELL: ■ New ❑ Upgrade an"l wknh: 3 Nun pe Of rwc pielance bd......� 1 Cbewrcaaa, Pd W. A.B.C), Total pupae Cora To: Tow obprpub ane: n 1 — n Pipe ,nalwlol: PRIVATE 301 n 301 <ti 560+ so. n. D 3034/ F-810 Onwr: ALPINE DRILLING Ogle DrNwl: 5/2-7 OS sldae wale` ls.mi: 230 Wwt w.. LITTLE DIPPER Dae Maeed: 2/2-9/2005 n rl.ld: Punw BI A: eow taming Hoot ADnw,d: 20 0w UNKNOWN n 2 rL TANK SEPARATION DISTANCES ■Sepllc OHolding OS.T.E.P. OOther To Septic Absorption Ufl Holding Puesc/PMale 1OA1"°p""a' CO 'h in ga e - rram Tank Field station Tank S..w un.. GREER 1250 Well 100'+ 100'+ — — 25'+ STEEL Nwne. o nMn1` 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ — _ _ g" h eaemc Yarwloclver: Foundation 5'+ 10'+ — _ _ an bwl as all Mwl aL r almn e aC Curtain Droin NO KNOWN P�v roe. a ulrol`� pe'l'w'ed Remarks: BENCH MARK Lxafiaa aM o..edwia,: BOTTOM OF SEPTIC TANK Awnwd Elewean: 91.09 rt ENa1NEE 0 A�O�o v �� •.. .. .qS�O GEG, Ltd. Inspections performed by: Dates: 1st 2/7/2005 �Q .......... .................. 2nd 2/7/2005 D 3rd 2/9/2005 "." Development Servi a Department Approval y mess.: QO�a.' ., CE -I Ne �0 Reviewed C,�ro�0 and approved by: Dote:bk' 21-0 oe p$/,217• rofession (R«. 12/01) /i p o0 Op0000�a PERUffNUMBER: AS DRAWING PARCEL ID NUMBER: SW0 SW040499 011-262-06 20' UTILITY EASEMENT GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS Q••••• ••• •••••••• lAl C R4'Y1 b0. 1 101 • AWHOK LL N( K!0) • IrlY[ (007)3.17-01). • ,M (.0))l M" r ,DSII[ w•.pnrrrrn.Yyr11re0a�1 PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••• .......... ••........ JOE w/ MARQUIS HOMES (907) 868-1710 2 OF 3 OO p e r A. mess. LEGAL DESCRIPTION: DRAWN BY: pp y CE— 5 ' • e�L CAMPBELL POINT SUBDIVISION; ewe' 1.'I20 LOT 9 BLOCK 2 C.J.G. p 'i.,, . TYPE OF WORK: DATE: Q Op" voclo\ o AS—BUILT FOR NEW WELL AND SEPTIC SYSTEM 12/20/2005 °�DOo oo�a A B C ST1 21.50 45.41 68.80 ST2 29.50 52.75 76.17 DBL1 33.40 55.23 79.47 DBL2 32.60 55.23 80.51 C01 49.0 67.03 98.78 MT1 47.20 65.69 96.79 CO2 10.6 30.34 64.74 MT2 13.5 31.44 67.56 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS Q••••• ••• •••••••• lAl C R4'Y1 b0. 1 101 • AWHOK LL N( K!0) • IrlY[ (007)3.17-01). • ,M (.0))l M" r ,DSII[ w•.pnrrrrn.Yyr11re0a�1 PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••• .......... ••........ JOE w/ MARQUIS HOMES (907) 868-1710 2 OF 3 OO p e r A. mess. LEGAL DESCRIPTION: DRAWN BY: pp y CE— 5 ' • e�L CAMPBELL POINT SUBDIVISION; ewe' 1.'I20 LOT 9 BLOCK 2 C.J.G. p 'i.,, . TYPE OF WORK: DATE: Q Op" voclo\ o AS—BUILT FOR NEW WELL AND SEPTIC SYSTEM 12/20/2005 °�DOo oo�a BL2 NEW 1250 GALLON I + BLI SEPTIC TANK '�^` i r e FCO A Q'e W NEW DRNNFIELD NEW S n \ V Q' L I ALTERNATE SITE � ♦ BEDROOMS HOUSE 3 \ U � \ \ \ Y ;o / CAMPBELL POINT S/D; LOT 8, BLOCK 2, \ \I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS Q••••• ••• •••••••• lAl C R4'Y1 b0. 1 101 • AWHOK LL N( K!0) • IrlY[ (007)3.17-01). • ,M (.0))l M" r ,DSII[ w•.pnrrrrn.Yyr11re0a�1 PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••• .......... ••........ JOE w/ MARQUIS HOMES (907) 868-1710 2 OF 3 OO p e r A. mess. LEGAL DESCRIPTION: DRAWN BY: pp y CE— 5 ' • e�L CAMPBELL POINT SUBDIVISION; ewe' 1.'I20 LOT 9 BLOCK 2 C.J.G. p 'i.,, . TYPE OF WORK: DATE: Q Op" voclo\ o AS—BUILT FOR NEW WELL AND SEPTIC SYSTEM 12/20/2005 °�DOo oo�a GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS & GENERAL CONTRACTORS May 25, 2005 Municipality of Anchorage Development Service Department On -Site Water R Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Waiver Request and Health Authority Approval for Campbell Point Subdivision; Lot 9, Block 2. The new 4 bedroom house is served by a private well and septic system. A design was submitted to your department on 12/21/04 showing the well in the extreme northeast corner of the lot. The well was then drilled on 5/2/05 by Alpine drilling. At the time of as -built documentation it was found that the lot lines showing on the GeoNorth MOA plat maps are scaling approximately 8 feet longer than the actual width of the lot. The well was staked by a certified land surveyor and the well was drilled approximately 88 feet from the septic tank located on Lot 8, Block 2 and approximately 95 feet to the drainfield to the property to the south. We request you grant a 88 feet separation distance waiver from the well to the septic tank on Lot 8, Block 2; and a 95 feet separation distance waiver from the well to the drainfield on Lot 8, Block 2,. The following items are justification for the waivers: The lot slopes downhill from the well to the septic tank and drainfield. If the septic system was to overflow, it is not possible for the effluent to travel toward the well head. The location of the septic system is in a very visible area so that if any effluent was to surface, it would be noticed and the problem corrected. The other path of contamination is subsurface migration of wastewater should the tank begin to leak. As can be seen on the attached well logs, the static water levels range from 150-240. The geological profile of the subject and surounding wells consists of clay, silt, and sandy soils that have served to inhibit the migration of untreated wastewater into the aquifer. Recent water sample results indicated nitrate levels to be 0.1 mg/L and coliform bacteria results to be undetected. Based upon the aforementioned facts, it appears that there is minimal risk associated with the 88 feet and 95 feet separation distance waivers. please contact us at 337-6179. Thank you for your assistance. = FEET \,\HCl 0b I.S. PAYMENT DATE: RECEIPT 4: 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 r Fax: (907) 338-3246 • Website: garnessengineering.com PERMITNUMBER: AS DRAWING PARCEL ID NUMBER: SW0 SW040499 011-262-06 20' unuTY EASEMENT 8L? THI NEW DRAINf1ELD LI ALTERNATE SITE J I GALLON I TANK • a� NEW 4 BEDROOM HOUSE A I � N --NEW WELL/ / CAMPBELL POINT S/ D; \ \ \ \I / LOT 8, BLOCK 2, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS 3M1 L TIOM 110U. 11111[ 101 • MOUR•(G Mf "W? • M (W7)337�1„ • IM[ (00111 _"" .OBOE: �.p••�wyw-Yy.rw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOE w/ MARQUIS HOMES (907) 868-1710 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2 R.A.L. TYPE OF WORK: DATE: AS -BUILT FOR NEW WELL AND SEPTIC SYSTEM 1 5/4/2005 A. rness.- S3 .•' A L,J J U U W Y J A B C ST1 1 21.50 45.41 68.80 ST2 29.50 52.75 76.17 DBL1 33.40 55.23 79.47 DBL2 32.60 55.23 80.51 C01 49.0 67.03 98.78 MT1 47.20 65.69 96.79 CO2 10.6 30.34 64.74 MT2 1 13.5 31.441 67.56 I GALLON I TANK • a� NEW 4 BEDROOM HOUSE A I � N --NEW WELL/ / CAMPBELL POINT S/ D; \ \ \ \I / LOT 8, BLOCK 2, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS 3M1 L TIOM 110U. 11111[ 101 • MOUR•(G Mf "W? • M (W7)337�1„ • IM[ (00111 _"" .OBOE: �.p••�wyw-Yy.rw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOE w/ MARQUIS HOMES (907) 868-1710 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2 R.A.L. TYPE OF WORK: DATE: AS -BUILT FOR NEW WELL AND SEPTIC SYSTEM 1 5/4/2005 A. rness.- S3 .•' A L,J J U U W Y J PERMIT NUMBER: ASPARCEL DRAWING PARCEL ID NUMBER: SW040499 011-262-06 FINAL GRADE - 102.21-102.35 ST2 TOP F INLET AT SK96I I I I /-OTOP OF TANK AT UTLET . 95.96 __I Q NEW 1250 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT AT INLET 95.49 I OUTLET - 95.31 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE O 82.04 (TEST HOLE DRY) ORIGINAL GRADE 98.04 -INVERT OF PIPE - 95.07 `G1` RELATIVE ELEVATION OF BOTTOM OF BOTTOM OF TEST HOLE O 82.04 (TEST HOLE D SYSTEM - 88.04 �!- o ' GARNESS ENGINEERING GROUP, Ltd. p°°� ' 9 CONSULTANTS & GENERAL CONTRACTORS ���� p• )MI G Tg011 11OV). WOC 101 )K (007)M—])M . YOSIL �w.,�tiriynNM.mn PREPARED FOR: PHONE NUMBER: PACE NUMBER: JOE w/ MARQUIS HOMES (907) 868-1710 3 OF 3 Q �, T LEGAL DESCRIPTION: DRAWN BY: OD CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2 R.A.L. TYPE OF WORK: DATE. Opp4e AS -BUILT FOR NEW WELL AND SEPTIC SYSTEM 4/4/2005 GI h unWROM : ALPINE DRILLING FAX NO. : 907 345 0202 May. 25 2005 10:25AM P1 %8 ALPINE DRILLING & ENTERPRISES Permit Number: ilSW040499 Date of issue: 12-22-04 Parcel Identification Number: 011-262-05 Date Started: -05 Date Completed: 7-05 . Ts well located at approved permit location? ® Yes ❑ No 1,cgal Description: Campbell Point Blk 2 Lt 9 Property Owner Name & Address: Marquis Homes 14919 Evergreen St. Anchoraae.Alaska 99516 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness LC Water Strata From To Casing type: steel stick-up 0 1.5 Wall Thickness: .250 inches sandy gravel 1.5 7 Diameter. f inches Depth: 301 feet sandy silt 7 41 Liner Type: silty sand sandy gravel I sandysfit 41 115 143 115 143. 210 Diameter: inches Depth: feet Casing stickup above ground: 1_5 feet Static water level (from ground level): 230 feet Pumping level:�feet after saandy gravel 210 238 2 hoursP p s��um in 0 m silt 238 242 Recovery Rate: LO gpm sandy silt 242 249 Method of Testing: ptLrli Well intake Opening Type: silty sand 265 2281 silty sandy gravel 281 297 ® Open End ❑ Open Bole water sand & gravel .297 301 Screened Startfeet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: benfonite Volume: j — — — — — bepth: Start 0 feet Stopped Z feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ®'Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 ' Anchorage AK 99511 Attention: The well driller shy :1 provido a well log to the proper-)• owner vn- hin 30 dzys of completion and the property ..-•--- J.. _.... ,.1..._ .... _... ". _ _.... ......L. • •-'---.. .- P._: .. Imo.----..-. .d -L... 1. 1 --•- -` - -....._ Municipality of 1'.O. lk)< 1!Mi(iill . Anchorngc..Unska J!)519d�(i50 • Trlcphonc C>tl7) Si.9•R'101 • Far (!X)7) 343.H2(N) 47W lirngme St ma • Anchorngc, Alaska Itl1-507 eeieu.muni.org dlaynr Alark 7lcgich Building Safety Divislon 6/6/2005 Gamess Engineering Group 3701 East Tudor Road, Suite 101 Anchorage, Alaska 99507 Subject: Waiver Request for Campbell Point Subdivision, Block 2, Lot 9 Waiver Request #WR050036 Parccl ID #011-262-06 Permit # SW040499 Dear Mr. Gamess: Your request for a waiver of the required 100 feet horizontal separation from the septic tank on Campbell Point Subdivision, Block 2, Lot 8 (Lot 8) to the private well on Campbell Point Subdivision, Block 2, Lot 9 (Lot 9) has been approved. The approved separation distance is 88.0 feet. In addition, your request for a waiver of the required 100 feet horizontal separation from the absorption field on Lot 8 to the private well on Lot 9 has been approved. The approved separation distance is 95.0 feet. This waiver approval applies to the existing septic tank and absorption field on Lot 8 to private well on Lot 9 separation only. Any future upgrade to the on-site wastewater disposal system on Lot 8 or private well on Lot 9 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, { �(� n 4"QjLl .n 1 I pti1C Julie Makela, P.E. Civil Engineer On -Site Water & Wastewater Program Coinfinlliity, Security, Prosperity Municipality of Anchorage Development Services Department • Building Saray Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907)341-7904 Waiver Review Worksheet WR#: VM050036 PID#: 011-262-06 HAM _ Permit#: SVV040499 Date Received: 61=005 Legal Description: Campbell Point Subdivision. Block 2. Lot 9 Engineer. Garness Engineering Group ownI1711,11 Applicant: Marguis Homes ,,7: ,, : la ,, ., , . . , •u �.,. ., , , Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Points: �• lQ a2-1 O.5 10. Fl Total: 19.4 ............................................................................... Waiver is Granted: Waiver Is not Granted: Ust Conditions or Reasons for above: Date: �T TI C�(�Z By: - ame,V,Reviewer Reviewer ........................................................................... Rec#: OS68756 Amount: $lj_%M Dale Paid: 6/312005 Campbell Point Subdivision, Block 2, Lot 9 Parcel ID: 011-262-06 Waiver for 88 feet from septic tank on Block 2, Lot 8 to well on subject property and 95 feet from absorption field on Block 2, Lot 8 to well on subject property Issued June 3, 2005 General 1. Total coliform, other bacteria, or nitrates were not detected for the water sample collected from the well. 2. At the time of as -built documentation it was found that the lot lines shown on the GeoNorth MOA plat were Inaccurate. The well on the subject property was inadvertently installed within 100 feet of the wastewater disposal system on Block 2, Lot 8. The well was completed on May 7, 2005 by Alpine Drilling. The well is 301 feet in depth with solid steel casing to 301 feet. A static water level of 230 feet was measured in the well at the time of completion. 3. The wastewater disposal system on Block 2, Lot 8 was installed in September 1981. The absorption field is 36 feet in length, with an effective depth of 7 feet, and a total depth of 16 feet from original grade. The septic tank is constructed of steel with a capacity of 1,250 gallons. ADEC Criteria Points Water Table 7,6 Static water level in well on Block 2, Lot 9 on 5/7/05 230 feet Total depth of absorption field on Block 2, Lot 8 -16 feet 214 feet x=114/190+7.0 x=7.6 Soil Sorption 2,7 Soil descriptions from well log for subject property Sandy gravel 1.5 - 7 feet Sandy silt 7 - 41 feet Silty sand 41 -115 feet Sandy gravel 115 -143 feet Sandy silt 143 - 210 feet Sandy gravel 210 - 230 feet (5.5/228.5 x 1.5) + (34/228.5 x 3.5) + (74/228.5 x 2.5) + (28/228.5 x 1.5) + (67/228.5 x 3.5) + (20/228.5 x 1.5) Permeability 2.1 (5.5/228.5 x 1.0) + (34/228.5 x 2.0) + (74/228.5 x 3.0) + (28/228.5 x 1.0) + (67/228.5 x 2.0) + (20/228.5 x 1.0) Water Table Gradient 4.5 Wastewater disposal system downgradient of well Assume +5% slope Horizontal Separation 2.5 88 feet between well on Block 2, Lot 9 and septic tank on Block 2, Lot 8 x=12/25+2.0 x=2.5 Total Points 19.4 As per ADEC waiver guidelines a point value of 19.4 is almost sure to be free of any form of contamination from household sewage. MUNICIPALITY OF ANCHORAGE p Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Date Issued: Dec 22, 2004 Expiration Date: Dec 22, 2005 Permit Number: SW040499 Parcel ID: 011-262-06 Legal Description: AMPBELLPOINT SUBDIVISION BLOCK 2 LOT 9 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 8420 WALKER CIRCLE Owner Name: MARQUIS HOMES Lot Size: 16300 SO. FT. Owner Address: 8420 WALKER CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99502 - 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 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: 1 `t o / Issued By.( Date: Is /zs Ll Municipality of Anchorage • Development Services Department Building Safety Division e. On -Site 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.O. Permit Number Property owner(s) JOE w/ MARQUIS HOMES Day phone 632-0865 Mailing address (1) EVERGREEN STREETT • ANCHORAGE. AK p14919 S address (2) W �L(i �L[�_/o1/i L4 /I- �9`�� Zip Code '995th' Legal description (Lot, Block & Sub'd.) LOT 9. BLOCK 2: CAMPBELL POINT SUBDIVISION Legal description (Section, Township & Range) _N/A Lot Size 14130D Acr s/Sq.Ft. Number of Bedrooms 4 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 ❑ 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. l 1 Permit Fees: 4 6o o 41-60-06)Q11 PtoZal iver Fees Date of Payment: I P l W Receipt Number. m Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS December 21, 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 Campbell Point Subdivision, Lot 9, Block 2, To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Two test holes where dug on the property. The drainfield will be designed around the 30 foot radii of these test holes. We are proposing that a new 1250 gallon septic tank and also 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. The natural insitu sandy soils will act as a sand filter. Attached are drilling logs for surrounding wells, which show natural sand and clay lenses that should serve to protect the auquifer. 2. TRENCH DESIGN: a. Percolation Rate: <1-1.3 minutes/inch b. Proposed Application Rate: 1.2 gallons/day/R2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 W f. Total Depth: 10 feet (max.) g. Effective Depth: 7 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 40 feet long total k. Effective absorption area = 560 ft' 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 • Website: garnessengineering.com 4. TOPOGRAPIIY: 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. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your M.S. NOTE. -Attached is a site plan drawing, a design drawing, two soils logs, 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 \ (SEPTIC I ALL OF SKYHILL \ AR� I SUBDIVISION IS 1 I SERVED BY I I COMMUNITY WELL B I LOT S, RATCLIFFE S/D; I (LOT SERVED BY I FIELD VERIFY ss PUBLIC WATER) I I LOT 3, BLOCK 1 SKYHILLS PH. 1 �� RATCLIFFE S/D; LOT 6, I I �ACANT RATCLIFFE S/D; LOT B. (LOT SERVED BY RATCUFFE S/D; �--- �� �— >� -4—�� .J I PUBLIC WATER) �� (LOT SERVED BY / i �\ I PUBLIC WATER) / / \ 1 \ / PROPOSED SEPTIC SYSTEM THJ1 / (SEE DESIGN PACE 2 OF 2) ------- ----------r----- L\-----,_--- -- � LOT 1. BLOCK 1 ALTERNATE SITE 1 1 CAMPS91 POINT S/D ♦ _"_: fa .+:. ��— / �� / LOT 1, BLOCK 3 CAMPBELL POINT S/D 1 I —~ \\ i\CSEPTIC I 1 FIELD VERIFY I _ I LOT 1, BLOCK 2 I +� I CY I 1 i ARS I I 1 I CAMPBELL POINT S/D I I 1 FIELD VERIFY 1// �i I 1 i o1 __ LOT 2, BLOCK 1 �/ // I Y� ♦\� �2 I I 1 I CAMPBELL POINT S/D I // LOT 2. OLDCK 2 CAMPBELL S/D \ \ \\ 1 f + 1 \\ i FOIM I PROPOSE1 HEOUSEvil LOT B, BLOCK 2 \ \ I CAMPBELL POIN; S/d`\ I LOT 2. BLOCK 3O4 I CAMPBELL POINT S/Do' I I100' NEI I RADIUS UI 1 \ I (FIELD VERIFY LOT 3, BLOCK 1 CAMPBELL POINT S/D U I ' LFCAMPSEILL LOT 3. BLOCK 2 \\ I POINT S/D \ I I LOT 7, BLOCK 2 I CAMPBELL POINT S/D yW ' J I 1 LOT 3. BLOCK 3 I CAMPBELL POINT S/D I I w � qI _— FIELD = I VERIFY r \\ I r------= -- i 1 I LOT 4, BLOCK 1 yryy` I CAMPBELL POINT S/D\1 1 I I `0 Q� I I TRACT 1 LOT S. BLOCK 1 I CAMPBELL POINT S/D KERI (ORT I DATE: 12/21/2004 ••` T`� OF r \ DRAWN BY: GARNESS ENGINEERING GROUP, Ltd. C.J.G. 4 SCALE: CONSULTANTS 6 GENERAL CONTRACTORS I — 1 — loo, +' {` 'i, 1701 F TUDOR ROAD. Su1TF 101 • A4CHORACF. AK 00507 ` RHOHF (007)1p.Ap0 ` FAR (007)11q.17L0 �! PREPARED FOR PHONE NUMBER: PAGE NUMBER: JOE w/ MARQUIS HOMES 632-0865 1 OF 2 f A. ness." "(+'i,1 ��• —795.3 LEGAL DESCRIPTION: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2 TYPE OF WORK:profeasio��`_+� SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM • :.•;. •.•--- -- NOTE: THE CONTRACTOR SHALL HAVE /\GALLON / THE NORTH AND WEST LOT LINES AND // UTILITY EASEMENTS AND THE 100' WELL _ RADIUS ON THE REFERENCED PROPERTY FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. // / IN TALL CLEANOUPROPOS PROPOSED S WELL 20' UTILITY EASEMENT TM/t I ct ALTERNATE SITE WILL REOUIRE AN REANTEX I PROPOSED ( ♦ TREA BEDROOM SYSTEM ( HINSTE \ � I FOUNDATION / CLEANOUT \ I / PROPOSED DRAINFlELD. EXCAVATE A \ TRENCH THAT IS 10 FEET DEEP MAXIMUM BY 2.5 FEET WIDE BY 40 \ FEET LONG. ADD 7 FEET OF CLEAN, WASHED SEWER DRAINROCK. DATE: O 12/20/2004 bpp604 DRAWN BY.�S14 GARNESS ENGINEERING GROUP, Ltd. C.J.G. ao '\ Q D ¢ H v�0 {' Q SCALE: CONSULTANTS 6 GENERAL CONTRACTORS )101 F 114 RM9. SUITE IMGNfNOPOf.F. OK 0050) CwONc (00)153)-01)0 FAX 00 1 » = 30' .......... 0 ... ............Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOE w/ MARQUIS HOMES (907) 632-0865 1 2 OF 2 QQ • e ll y '•, a�0°� �4 d P�Ofes 040ppoop�Q Go ess*- �v — e ao�� f.0 Si0A01'o LEGAL DESCRIPTION: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2, TYPE OF WORK: DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 7]01 L T N°10. VU 101 • 0160 t�- A "W7 • Pq Y01 )-!1)9 • FN W7 W" • MEBSIIL ,mrwq�whp.san SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CAMPBELL POINT SUBDMSION; LOT 9, BLOCK 2 PERFORMED FOR: MIKE SWECKER DATE: 10/15/2004 SEPTI, ORGANICS feet TEST HOLE 1 1It 2 3 4 5 6 7 B 9 10 11 12 13 14 15 15 17 18 19 20 SOIL CLASSIFICATIONS ORG GW ==== SM '=+ - GPI ML i GM CL 2 — GC OL e,o°o o SW MH "�'•'• SP CH 11 SM OH +111#1 1 SC GP/SP DEPTH TO GROUNDWATER DATE DRY 10/15/200 DRY 0/25/200 — i — UPPER DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) i 1 — — i — UPPER 2 — 7.5 0' / ERC 3 — 1 6' — 4 — 7.5 +111#1 1 6" ��--- TH#2 6 — 7.5 0.1 6" � �-''':cam\`i •� PERC HOLE ABSORBED 6 INCHES OF WATER IN LESS THAN 1 MINUTE 3 TIMES / 1 1 SITE PLAN I DO' WELL DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/19/2004 1 — — 6' — UPPER 2 — 7.5 0' 6. ERC 3 — — 6' — 4 — 7.5 1 0.1 6" 5- 6 — 7.5 0.1 6" 10/19/2004 — LOWER BENCH — PERC HOLE ABSORBED 6 INCHES OF WATER IN LESS THAN 1 MINUTE 3 TIMES PERCOLATION RATE 1.25/<l (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5/7.5 FT. AND 5.0/8-0 T. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL rnMMFNTS- PERFORMED BY GEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FOR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 10 f2 D GAR ESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3MI E IIA WI ROM. MIC 101 • AK-01AGE. M. "W? • p - W 7-6179 • rN W 32" • Y[BSIIL ,mrwq+wYymn SOIL LOG --PERCOLATION TEST LEGAL DESCRIPTION: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2 PERFORMED FOR: MIKE SWECKER DATE: 10/15/2004 DEPTH ) __c_ ORGANICS (feet) HOLE 2 v, 3 SM I 4 • 5 , 6 +... 7 �''.••: • .•: SOIL CLASSIFICATIONS DRY 0/15/200 GIN 0/25/200 ---= ORG •: +`c GP UPPER I IML — 8 I GM ERC 717171 CL 6• GC 4 OL wap a •,• >�• SW 5 MH •� �•• SP 6 CH i! SM 1 A 1 OH yr SC 19 2004 — LOWER 10/19/2004 BENCH — PERC HOLE DEPTH TO GROUNDWATER DATE DRY 0/15/200 DRY 0/25/200 1 — — 6. — et . ..A...or ..5.:... y —7 53 e� I O DATE / i CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/19/2004 1 — — 6. — UPPER 2 — 8 I 6' ERC 3 — — 6• — 4 — 8 0' 6• 5 — — 6• — 6 — 8 0' 6- •10 1 A 1 19 2004 — LOWER 10/19/2004 BENCH — PERC HOLE ABSORBED 6 INCHES OF WATER IN LESS THAN 1 MINUTE 3 TIMES SITE PLAN 1"-100' DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/19/2004 1 — — 6. — UPPER 2 — 8 0' 6' ERC 3 — — 6• — 4 — 8 0' 6• 5 — — 6• — 6 — 8 0' 6- •10 19 2004 — LOWER 10/19/2004 BENCH — PERC HOLE ABSORBED 6 INCHES OF WATER IN LESS THAN 1 MINUTE 3 TIMES 19 I PERCOLATION RATE 1.3/<l (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5/7.5 FT. AND 5.0/8.0 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 730X 13GJ, STAR 1€OL'TL A ANCnORAGEe ALASKA 09302 s 344-7714 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF 326 feet. DRILLED AT THE RATE OF $17.00 PER FOOT. i PROPERTY OWNER LOCATION OF WEL DRILLER Barnie Claus of Aampart'Drilling Works' �aGE P1 OPE�T h WELL LOG: MUM �Epp�p0.otECI1ON 0 63' Sanely gravel En lvtao 63---2570 Gravel Ko signs of water whatsoever. p 257---323' Sandy silty olay. Wet but producing very little water. r en O 323---328' Good stable water bearing gravel paoduoing 20 GPM. n t7 ,pomp should be installed at 300 feet. N 7_ One horse peep: $417.00 Neu seals $16.50 360 feet of wires $234.00 R7 O pitless adaptors $53#50 300 feet of pipet $330.00 Tee: $1.87 Valve: $400 O U Totals $1056.93 1 hereby give Mrj Wager aq discounts Totals $845.54 Drilling Cost: $5542.00 Q �S C, vu.rIT N.� _n Nom; COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF $63B7.5+ THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS Oat. 30th,75 t SERVICE CHARCEOF IYaK PER MONTH WILL BE ASSESSED 01 r VE ACCeUNTt. Parcel I.D. Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL 011-262-06 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent Expiration Date: O -.2 9 - / CAMPBELL POINT S/D; BLOCK 2, LOT 9 8420 WALKER CIRCLE, ANCHORAGE, AK, 99502 & BEVERLY SIMS Day phone 8420 WALKER CIRCLE, ANCHORAGE, AK, 99502 350-1024 RHONDA RICHE WI REAL ESTATE BROKERS OF AK Day phone 250-9098 2. TYPE OF DWELLING: Single Family (w/wo ADU) Iva ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 10AY 2 Q 2014 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance a ry Received by: y ' Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ �fo % , Date of Payment 51 u r l'1r Receipt Number CD2-45"A COSA# ��IgR_IO Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, i verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. f 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identilable features. The operational life of all welts and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the rontrol of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future eslmate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person of party is not authorized, nor will it confer any legal tight whatsoever 6. DSD SIGNATURE System #1 Approved for 4 bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Phone 337-6179 Date 517o It,/ bedrooms, with the following stipulations: i0Ft tVC�,��i' j= ON-SITE WATER AND WsRr RAAMR �1 Original Certificate Date: The%fumcWiWr k2qMrage Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory rRP lnnono, Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: I_A'OIA40mL\fr_1 Well type PRIVATE CAMPBELL POINT SID; BLOCK 2, LOT 9 Parcel ID: 011-262-06 If A, B, or C provide PWSID# N/A Well Log (YIN) YES Date completed 5/7/2005 Sanitary seal (YIN) YES Total depth 301 ft. Cased to 301 ft, FROM WELL LOG Date of test 5/7/2005 Static water level 230 Well production 20 WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic:/_ -1 1�3ug./L. Nitrate )N__KDmg./L. Date of sample: 5/12/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments 2 Wires properly protected (YIN) YES Casing height (above ground) 18+ in. AT INSPECTION 5/12/2014 226 ft, 7.98+ 9.p -m. Collected by: GEG, Ltd. Date installed 2/2-9/2005 Cleanouts(Y/N) YES Foundation cleanout (Y�I�N)) YES , Depression over tank (YIN) NO High water alarm (YIN) N/A Date of pumping T ! 1 1 ! 13 Pumper T S&ac s ;� C. ABSORPTION FIELD �TDATA TEroW EXISTING GRADE Date installed 2/2-9/2005 Soil rating .p.d./ r ft2/bdrm) 1_2 System type TRENCH Length 40 ft. Width 3 ft. Gravel below pipe 7.03 ft. Total depth '12.6-13.1 ft. Eff. absorption area 560+ ft2 Monitoring tube YES Depression over field NO Date of adequacy test 5/12/2014 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 14 in. Water added 600 gal. New depth "16 in. Elapsed Time: 215 min. Final fluid depth 14 in Any rejuvenation treatment (past 12 mo.) (YIN & type) _ "LAST 370 GALLONS CAUSED NO RISE IN LIQUID LEVEL. Absorption rate >= 600+ g.p.d. NONE KNOWN If yes, give date - D. LIFT STATION Date installed Size in gallons Manhole/Access "Pump on" level at in. "Pump off' level at wa er alarm level at Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots *88 Absorption field on lot 100'+ On adjacent lots *95 Public sewer main NIA Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank NIA Animal containment areas 50'+ Manure/animal excrete storage areas 1004 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main N/A Water service Wells on adjacent lots 100'+ PRIVATE 150'+ PUBLIC 10'+ Surface water 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ PRIVATE 150'+ PUBLIC F. COMMENTS * W R050036 G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 5-041x16 (Rev. 10/12/12) y A. am ss.i Q E795 • %FE5S\��. � \ Municipality of Anchorage 1 Development Services Department - �'; / Building Safety Division �— On -Site Water 8 Wastewater Program 4700 Bragaw Street n P.O. Box 196650 1a — ( SS U A-'3 C.F-- Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ,1 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 tnn 2 HAA# .0 -,5'0 (c 3 1. GENERAL INFORMATION Expiration Date:%— 2 ��— O G Complete legal description CAMPBELL POINT SUBDIVISION: LOT 9. BLOCK 2. Location (site address or directions) 8420 WALKER CIRCLE • ANCHORAGE. AK 99502 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JOE w/ MARQUIS HOMES Dayphone 868-1710 14919 EVERGREEN STREET • ANCHORAGE. AK 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of We (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality ofAnchorage rites 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. Phone Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineers Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the Lima of the test, and separation distances measured to readily identifiable features. The operational lite of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory lost results do not guarantee future performance of the system, nor do they guarantee that there are no Bidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the solo benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE ✓ Approved for bedrooms. Disapproved. 337-6179 Date 4 /Z VA k' Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other By: (/i//// /4� /_Oe� Original Certificate Date: IRr "..% Municipality of Anchorage Development Services Department Building Safety Division OnSke Water 6 Wastewater Program 4700 &agave Street P.O. Box 196650 Anda rege, AK 995196650 www.muni.org/onsite (907) 343.7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: CAMPBELL POINT SUBDIVISION; LOT 9, BLOCK 2, Parcel ID: Q I J - 2 (,o:),- 04 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 5/2-7/2005 Sanitary seal (Y/N) YES Total depth 301 ft. Cased to 301 ft. FROM WELL LOG Date of test 5/2-7/2005 Static water level 230 ft. Well production 20 g.p.m. WATER SAMPLE RESULTS: Well Log (YM) YES Wires property pied (Y/N) YES Casing height (above ground) 16+ in. AT INSPECTION Coliform �O colonies/100 ml. Nitrate ►vv mg./L. Other bacteria _lZcolonies/100 mi. V 1 Arsenic: 1 1 mg./L. Date of sample: 4/17/2006 Collected by: GEG, Ltd. B. SEPTIC/HOLDING TANK DATA *HOUSE NOT OCCUPIED SINCE CONSTRUCTION Tank Type/Material STEEL Date installed 2/2-9/2005 Tank size 1250 gal Number of Compartments E Cleanouts (YM) YES Foundation deanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 'NEW Pumper C. ABSORPTION FIELD DATA Date installed 272-972005 Soil rating .p.d. r ft'/bdrm) 1_2 System type TRENCH Length 40 ft. Wkith 3 ft. Gravel below pipe 7.03 ft. Total depth •t3.e-13.9ft. Eff. absorption area 560+ to Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) - For 4 bedrooms Fluid depth in absorption field before test = In. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = In. Absorption rate >= 600+ g,p,d. Any rejuvenation treatment (past 12 mo.) (YM 6 type) NONE KNOWN If yes, give date - D. UFT STATION Date installed "Pump on' level at _in. E. SEPARATION DISTANCES Size in gallons High water alarm level at in. Cycles tested Meets alar & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAt t station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ On adjacent lots +88'+ On adjacent kits •95'+ Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkinghrehicie storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *WAIVER #WR050036. G. ENGINEER'S CERTIFICATION I certify that I have determined through held Inspections and review of Municipal records that the above systems are in conformance with MOA COSH guideUnes in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date Ohs -A& COSA Fee Date of Pal Receipt Nu (rw.1201) Waiver Fee $ Date of Payment Receipt Number SCS ReLM 1061869001 Client Name Gamess Engineering Group, Ltd. Project Name/a Lot 9 [clock 2 Campbell Pt SD Client Sample ID Lot 9 Block 2 Campbell Pt SD Matrix Drinking Nater - PN%'$ID 0 Sample Remarks: Parameter 04242006 13:44 Collected Date/time 04/172006 15:35 Metals by ICP/MS Arsenic Stephen C— Ede Waters Department Nitrate -N Microbiology Laboratory Total Coliform Results ND ND 0 0 All Dalcs/I'imes are Alaska Standard Time PrintedDate/fime 04242006 13:44 Collected Date/time 04/172006 15:35 Received Dateftime 04/172006 15:50 Technical Director Stephen C— Ede PQL Units Method 5.00 ug/L EP200.8 0.100 mg/L EPA 3532 Allouable Prep Analysis ContainerlD Limits Date Date Mit C (<=10) 04/19/06 0422106 TK D (<=10) coV100mL Sh12092226 A (<=1) 04/18/06 ALR 04/17/06 DPT i \ Municipality of Anchorage • "° Development Services Department j' Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING �m�� �1 Parcel I.D. 611 _0?6� _6&HAA# 0 39 1. GENERAL INFORMATION Expiration Date: 3— 2-7 � O 6 Complete legal description CAMPBELL POINT SUBDIVISION; LOT 9. BLOCK 2, Location (site address or directions) 8420 WALKER CIRCLE • ANCHORAGE. AK 99502 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JOE w/ MARQUIS HOMES payphone 868-1710 14919 EVERGREEN STREET • ANCHORAGE. AK 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. I Phone 337-6179 Address 3701 E. TUDOR ROAD, SURE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwaterlevels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for � bedrooms. Disapproved. Date 17- ZoAs- Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Arsenic Advisory Manitenance Agreements Supplemental Engineer's Reort Nitrate Advisory Other By: a"a ,�,, (R«. 1201) ���ttttY 0Fq WATER �ER • cn WASTEWAT c PROGRAM Original Certificate Date: f — a 7- 0 5� Municipality of Anchorage ., • Development Services Department Building Safety Division ° On-Ske Water b Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-W50 www.ci.andwrage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: CAMPBELL POINT SUBDIVISION: LOT 9. BLOCK 2, Parcel ID: 011- A (o a- O 1p A. WELL DATA Well type DATE If A, B, or C provide PWSID# N/A Date completed 5/2-7/2005 Sanitary seal (Y/N) YES Total depth 301 ft. Cased to 301 ft. FROM WELL LOG Date of test 5/2-7/2005 Static water level 230 ft. Well production 20 g.p.m. WATER SAMPLE RESULTS: Well Log (YM) YES Wires property protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION Coliform 0 oolonies/100 ml. Nitrate 0.1 mg./L. Other bacteria 2 colonies/100 ml. 5/17/2005 GEG, Ltd. Arsenic: N/A mg./L. Date of sample: l2 1 ¢ 2005 Collected by: AAROW PUMP do WELL B. SEPTICIHOLDING TANK DATA Tank Type/Material STEEL Date Installed 2/2-9/2005 Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (YM) NS Depression over tank (Y/N) NO Date of pumping NEW Pumper, C. ABSORPTION FIELD DATA Date installed 2/2-9/2005 Soil rating .p.d. ft%bdnn) 1_2 Length 40 ft. Width 3 ft. Cleanouts (Y/N) YES High water alarm (YM) N/A System type TRENCH Gravel below pipe 7.03 ft. Total depth 013.8-13.9ft. Eff. absorption area 560+ ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) - For 4 bedrooms Fluid depth In absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 600+ g,p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Data installed "Pump on" level at _in. Datum - E. SEPARATION DISTANCES Size in gallons High water alar level at in. Cycles tested Meets alar & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankflitt station on lot 100'+ On adjacent lots "88'+ Absorption field on lot 100'+ On adjacent lots '95'+ Public sewer main N/A Sewer /septic service line 25'+ Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line t0'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *WAIVER G. ENGINEER'S CERTIFICATION I certify that I have detemrined through field inspectfons and review of Municipal records that the above systems are in """ conformance with MOA COSH guidelines in effect on this Q date. rues ...... mesa; Engineers Printed Name JEFFREY A. GARNESS CE -795 Date/`�:��o`� 4 4' P�or.sia^d S° COSA Fee S "7 I Date of Payment 1 1' a I -US Receipt Number (%7 L.-746 (Rev. 12101) Waiver Fee E Date of Receipt Number 05-24-05 10:19A1t FROM-CHE ESI, SCS ENV SERVICES sris SCS ReU 1052741001 Cuent Name Aamw Pump & Well Service Project Nsme/A Lot 9. Block 2 Campbell Point COeat Sample 1D Lot 9, Block 2 Campbell Point Matrls Drinking; Water PWS1D 0 9075615301 T-935 P.02/04 F-094 Ali Dates/Times are Alaska Standard Time Printed Datefnme 05232005 13:03 Collected DateMme 05/172005 10:30 Received Date/time 05/172005 10:50 Technical Director Stephen C. Ede Sample Rematks: Alluwable Prep Analysis Parameter Results PQL Units Method Cmiawer LD Limiu Date Dam Init E. Coli Negative 0 IDOmL SM209223D A 05/17/05 TLF Total Coliform Negative 0 lODmL SM20 92238 A 05/17/05 TLF Waters Department Nitrate -N 0.100 U 0.100 mg/L EPA 300.0 D (<-10) 05/17/05 11B N y/a 1 : F