The URL can be used to link to this page

Home My WebLink AboutBUBBLING BROOK LT 5Bubbling Brook Lot 5 #015-492 09 SSUBMITTAL Municipality of Anchorage 7 g Community Development Department JUL 1 3 age 1 of 3 On-Site Water&Wastewater Program 4700 Elmore St. .P.O. Box 196650 Anchorage,AK 99519-6650 -http://www.muni.org/onsite •(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171128 PID Number: 015-492-09 ❑ New •Upgrade Name: BOB CRUMLEY ABSORPTION FIELD Address: 0 Deep Trench 0 Shallow Trench 0 Bed 0 Mound 11400 MAEL STREET*ANCHORAGE,AK 99516 •Other (IDSF) Phone NO.of Bedrooms: Soil Rating Total Depth from original grade 349-1151 3 2.0 OPORk SEE DWG Fr Depth to pipe evert from original grade Gravel depth beneath pipe LEGAL DESCRIPTION SEE DWG. 0.25Ft Ft Subdivision Block: Lot: Frll added above canine grade •Gravel length BUBBLING BROOK - 5 SEE DWG. a 30 Ft Township Range Section: Gravel width Beds Number of lines •Distance between laws 12 Ft 5 2.5 F, SEPARATIONDISTANCES Tota absorption area 'Number of trenches Dist between trenches To ' Septic Absorption Lifl Holding Public/Private Front Tank Field Station Tank Sewer Lines 360 SQ.Ft FI Well EXISTING 100'+ - - 25'+ TANK ❑ Septic O S.T.E.P. ❑Holding er Manufacturer I Capacay. Surface Water 100'+ - - G�/ c �1NG Gn,JGal Material Number of compartments. Lot Line 10'+ N/A Foundation 10'+ LIFT STATION Curtain Drain NONE KNOWN Manufacturer fC I G c'�,Cj``�v Gal Remarks: EXISTING IDSF WAS RE-BUILT IN PLACE -Pump on'level aI "Pump ofr lever at High water alarm at PER A+HOME SERVICES.A NEW AIR COMPRESSOR WITH ALARM WAS Pump Make&U..- Electrical Inspections performed by INSTALLED. PIPE MATERIAL House to tank EXISTING Tank to EXISTING drainfield Installer 314"PVC A+ HOME SERVICES Drainfield D1785 CO/MT 03034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 100.00 Fl Dates: 1st 6/28/2017 2nd 6/28/2017 Location and DeecnpDorc 3rd 6/28/2017 4th - TOP OF MANHOLE ENGINEER'S S L Community Development Department Approval .•..\ ._ OF- It I_,f Conditional approval: Date: =* :'� ,.*`;, 4 • I. • • •• . . . ; • dit y A. arness ' � ♦�0•/ C -7953 Approved: ,�C,C'.(1.Ot ( 'LUDate: 7/1 g/020 i 7 LICENs 40.EPi?oFisS 0....\-*** AAECC884 �'61111 1110 'nspechon Repos_1-I•12 doc rPERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: \ 0.6P171128 015-492-09 • / • r / • / ` • / A B C ''y z W MT1 65.0 80.2 56.0 - - I I w LU�L//) MT2 59.8 78.3 58.8 I Et MT3 79.9 102.6 81.5 NEW IDSF RE-BUILT IN PLACE W F- MT4 83.4 104.2 80.3 FIVE(5)FLUSHING VALVES(TYP.) Z Cl) I b W MT4 2000 GEG TESTHOLE#1 I QC MT3 __------ - C MT1 • .i i / BUBBLING BROOK;LOT 6 f J ' / `�`,� XISTING 1250 GALLON ••• STEP TANK / `• .0 / • • I / ... EXISTING AIR LINE •- . •• SHED +.r...'i• •i. y •.,' �• i 1 ,.Y. •• DRIVEWAY 1.• ' 9 A ' :• 11• L-_,I • I1 ':Y.•'•4.: I EXISTING 3 • •'• I I .v� BEDROOM HOUSE 1...... • I II , 700' I 40 o IL Ilt of ,•` • .4411. ffff • • • r • r 11 ``• BUBBLING BROOK.LOT 4 f •• i N BUBBLING BROOK.LOT 3 •�` i i r •........ s'',/1/1' S LE: �� 1"=40' �` — - - —_ -- - .0001111% \ X44 e+, �/ GARNESS ENGINEERING GROUP, Ltd I 4'41-i�,F •_-1.: - CIVIL&ENVIRONMENTAL ENGINEERS 0 • 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179'FAX(907)33&3246'WEBSITE wwwgamessenglneeang corn II PREPARED FOR: PHONE NUMBER: PAGE NUMBER: # I •e • A.Gamess ft ROBERT&ERIKA CRUMLEY 349-1151 2 OF 3 •��s,� C -7 3 '•�*m PROJECT/LEGAL DESCRIPTION: DRAWN BY: 4.1 .4.3- -1 1 BUBBLING BROOK; LOT 5 L.K.B. *0-ct) • 1 ".0.1P\-.•• TYPE OF WORK: DATE: *1 ESS\ '.' RECORD DRAWING 7/7/2017 #AECC884 ,�*�� J rPERMIT NUMBER: RECORD DRAWING Y RA I N G PARCEL ID NUMBER: ANN OSP 1 71128 015-492-09 MT(ONE AT EACH FILTER FABRIC OVER CORNER TYP.) PEA GRAVEL FINAL GRADE IMP =100.58-100.71 ! ___ ~1 •:•:•i•:•:r •••••••••Fr ••• 44°1.1444°K •••• ••••• •••• •••• '';"!`7-`+tc.'-0^�`t•'i'Y.'. ;,_i:ii�i Y.Ytr`-,:&:'::•-'S:,�7,t Zti.;4 4..F,_lYi,i :. INVERT OF NEW 1ta <'•;+a.''`-'•" c._a i =;�f•; MUNICIPALITY OF ANCHORAGE ,,,e,,, On-Site Water &Wastewater Program PO Box 196650 4700 Elmore Road I� Anchorage,Alaska 99519-6650 Phone: (907)343-7904 Fax:(907)343-7997 http:llwww.muni.orglonsite :. Departmc nt On-Site Wastewater Disposal System Permit '`2e-17 1 Permit Number: OSP171128 Effective Date: 6/27/2017 Work Type: Septic Upgrade Expiration Date: 6/27/2018 Tax Code Number: 01549209000 Site Legal Address: BUBBLING BROOK LT 5 G:2638 Site Mailing Address: 11400 MAEL ST, Anchorage Owner: CRUMLEY ROBERT L & ERIKA L Lot Size in Sq Ft: 43602 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well 0 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 Special Provisions: An alarm for the air pump must be installed. 0111111111ki Received By: Date: (P(2-.'311 Issued By: Air" - -4°_„L„. Date: 6./4-07 MUNICIPALITY OF ANCHORAGE 234567 V 69 ►� , r ♦ s - Community Development Department Phone: `:.03479I Development Services Fax: •' - 343-7§97 On-Site Water & Wastewater Program Mayor Dan Sullivan 6 �a On-Site Sewer/Well Permit Application L 9 s 7 Z For A Single Family Dwelling Parcel ID. 015-492-09 Property owner(s) BOB CRUMLEY Day phone 349-1151 Mailing address 11400 MAEL STREET*ANCHORAGE,AK 99516 Site address 11400 MAEL STREET*ANCHORAGE,AK 99516 Legal description (Sub'd, Block& Lot ) BUBBLING BROOK, LOT 5 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Nall that apply) Initial n Single Family (SF) ZI Absorption Field ® ® (w/wo ADU) Septic Tank ❑ Upgrade Duplex(D) ❑ Renewal n Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: .50 Waiver Fees: Date of Payment: 400-1// Date of Payment: Receipt Number: a 9.7-444 Receipt Number: Permit No. 46P1 {n Waiver No. c7 " 11 If �� {Rev.01(11) gni Ad T.tvcn�enr SV"�Mvn GARNESS ENGINEERING GROUP, Ltd ,�., CIVIL&ENVIRONMENTAL ENGINEERS DE'c�jE'!' June 1 , 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Bubbling Brook; Lot 5 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The bottomless IDSF is in a state of failure and needs to be upgraded. We are proposing to re-utilize the existing 1,250 gallon STEP tank and re-build the IDSF. We are proposing to excavate out all contaminated material, import MOA approved sand as needed, and re-build the existing drainfield at a higher elevation. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2000 logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography around the proposed drainfield is relatively flat. We are 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 assistance. • c.rely, - re A. 4:-.r es P.E., M.S. Presi•ent 3701 East Tudor Road,Suite 101 *Anchorage.Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com 47. SHADOWBROOK SHADOWBROOK S/D LOT 3A, S/D LOT 2, SHADOWBROOK S/D LOT 1, 11361 MAEL SREET J BUBBLING BROOK CIRCLE / 11431 MAEL STREET I— W W CC 21N0 BROOK o0 J LOT 7, m W r 2 O 6, 6421 ROCKRIDGE ROAD BUBBLING BROOK S/D LOT 6, ALL WELL LOCATIONS ON y ADJACENT PROPERTIES ARE APPROXIMATE _`\ ::ice ..--1 •,..: 17., t.. v',1. 1;,�y ELL RA ROCKRIDGE ROAD -....... iaii1 ..� . APPRO MATE LOCATION OF 100' •FFSET OF CREEK DAFOE SUBDIVISION 40'WELL RADIUS ,1114111 LOT 1A, APPROXIMATE_C CATION•F CREEK BUBBLING BROOK PER MOA WETLAND MA"ING SID LOT 2, /1 100'WELL RAU. BUBBLING BROOK )1( 1 S/D LOT 3, SCALE: BUBBLING BROOK I S/D LOT 4, 1"=100' \\\\41 �\ OF f 1 44*�P4 . ,,II 0 GARNESS ENGINEERING GROUP, Ltd 4' • �•�* VP 0 CIVIL&ENVIRONMENTAL ENGINEERS • i• • 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'WE8SITE:www.garnessengineering.com 0• •••• . •' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ♦/In; e f - ess : 4/a' BOB CRUMLEY 349-1151 1 OF 3 ��,� •• CE-795 '_. PROJECT/LEGAL DESCRIPTION: DRAWN BY: .. • 6 1.).1117• <7.•• BUBBLING BROOK; LOT 5 D.J.G. ♦ (�••••• ..... .• • 0\#'44.0 • TYPE OF WORK: DATE: ♦f 140 ESS`S„ \• LICENSEDRAINFIELD SYSTEM DESNG UPGRADE 6/23/2017 #AECC884 I� \ t / 1 I I DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION NOTE:THE CONTRACTOR LETTER THAT PERTAINS TO THIS DESIGN.TO SHALL HAVE THE WEST LOT NUMBER OF BEDROOMS:3 OBTAIN A COPY OF THE LETTER CONTACT LINE,AND ALL WELL RADII GALLONS PER DAY(GPD):450 GEG.BY PROCEEDING FORWARD WTH THIS PERCOLATION RATES:*40&*60 INSTALLATION,THE ENGINEER,WELL DRILLER, FLAGGED BY A REGISTERED PROPOSED APPLICATION RATE:**2 CONTRACTOR AND PROPERTY OWNER AGREE LAND SURVEYOR PRIOR TO MINIMUM DRAINFIELD SQ.FT.:225 FT' THAT THEY HAVE READ THESE CONSTRUCTION. *2000 T.H.#1 IN MOA RECORDS SPECIFICATIONS AND AGREE TO ACCEPT THE P **THIS IS A BOTTOMLESS ISF TERMS AND CONDITIONS OUTLINED. // DRAINFIELD DESIGN: / MAXIMUM DEPTH:LIMITED TO REMOVAL OF // I CONTAMINATED MATERIAL / WIDTH:12 FEET ...."- I H- LU LENGTH:30 FEET // 0 5% w M.O.A.APPROVED SAND FILTER:AS NEEDED �---- LU N EFFECTIVE:0.25 FEET 0-5%� a LL ACTUAL SQ.FT.:360 FT' -••---- Lu EXISTING DRAINFIELD TO BE REBUILT I- IN PLACE:FLUSHING VALVES TO BE INSTALLED ABOVE GRADE I ---0�5% ( _ w F 2000 GEG TESTHOLE#1T3 _---BUBBLING BROOK -S/DLOT6, '/-MTI // / \ N. . N ° / EXISTING STEP TANK s5/0 / TO BE REMAIN IN-USE / �\ \ / \ / ' \ / EXISTING AIR LINE \ ED/1/TOBERE-UTILIZ \ I . ,•• • \ SHED / , '• r DRIVEWAY••'+.'` l .I-•� • 1 .•J. •4+ ��• 1 ww� ) EXISTING 3 I.IQr"'X L o ^� � 4° BEDROOM HOUSE - ' • I SFi�+'EQ ,�, ,,,. 'oo Wfi��RAD/ljg I- off, �.. / \ p% , BUBBLING BROOK;LOT 4 / \ / \ /� CONTRACTOR TO INSTALL NEW / \ PRESSURE GAUGE,AND CONFIRM / \ ADEQUATE PRESSURE;IF NOT, N / \ AIR PUMP IS TO BE REPLACED / \ / \ / BUBBLING BROOK;LOT 3 \\ SCALE: - / N 1"=40'/ N / \ / *I\\\\,1 ....c �F rite ♦ 7r_ 1\ ' 4t : GARNESS ENGINEERING GROUP, Ltd ; 4; ... - • • CIVIL&ENVIRONMENTAL ENGINEERS 1 • • 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)33&3246'WEBSITE www garnessengineenng corn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 CT - •. G. ness : ku a BOB CRUMLEY 349-1151 2 OF 3 I�0‹i•N . .f C -79 '•24 PROJECT/LEGAL DESCRIPTION: DRAWN BY: .. ••. YI4"i/ •e BUBBLING BROOK; LOT 5 D.J.G. ...,0 ,..,..i...... (((( 0., .4. TYPE OF WORK: DATE: 44r ESS \V4•• SEPTIC SYSTEM DESIGN UPGRADE 6/23/2017 LICENSE84 zIs-s� AN ALARM FOR THE AIR PUMP MUST BE INSTALLED BENCHMARK=TOP OF MANHOLE=100.00 /-MINIMUM 2'+OF COVER 6"OF WASHED PEA GRAVEL MEETING MOA IDSF SPECS FILTER FABRIC MTMM_T J INSULATION 3•7S �Op F •.:.: .• •.•••.•.•t'••.•.•.•..•`...... t.. ) . • • -"':,= ;:i-.�l;, y.:' `"',-:w'ti'•".4yZh1- 'l.;z •>` 1`_T'�" INVERT OF PIPE=0.25 ABOVE TOP OF SAND .%r2.0 y:"s,•4.:5•.+:-�.4:+'-kk';;f .su:c.t'.r1:4::;:?.L i•t yr s•>t4>K_ti2�;=a: t..ki•t".:.'t i,e.dr rrE;>s' •r,etS- .'.. EXISTING AIRLINE PER MOA « .aM �s :.-w-'-j:c,=.4,NI Y'..Y+h .•• „:4, ply,+:. TOP OF PROPOSED SAND=96.61 OR HIGHER RECORDS=94.88 `` _ fit na-_,..� '•_• -W_ ' . , �4.:.'.a.>4'�S�..vi-i''i,> •;o-S.wn�r 144-'ati�ir Y:�rv`_�'l::-sn. 4-.. 12 FEET TOP OF EXISTING SAND PER MOA RECORDS=94.15(AVG.) MOA RECORDS=96.51(AVG.) SEE ATTACHED ANCHROAGE TANK DRAWING IN REGARDS TO ORIFICE SPACING,LINE SPACING,AND FLUSHING VALVE CONFIRGURATION NOT TO SCALE .♦♦♦ ,,— 4 :iii GARNESS ENGINEERING GROUP Ltd f4. `� �-. • CIVIL&ENVIRONMENTAL ENGINEERS • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www.garnessengineering.com . • • ••• �, a ; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: /0 -u' - l Cfan eSS J L ii lis BOB CRUMLEY 349-1151 3 OF 3 •�,-a„.•. . SCE-7`953L '. PROJECT/LEGAL DESCRIPTION: •DRAWN BY: .. o,Li 21013•••• • BUBBLING BROOK; LOT 5 D.J.G. ♦ FD ••• .. ♦♦ TYPE OF WORK: DATE: LICENSE��4•IIIOFESS� �� SEPTIC SYSTEM DESIGN UPGRADE PROFILE DRAWING 6/5/2017 #AECC884 �� J Anchorage Tank&Welding, Inc. Intermittent Sand Filter SAND FILTER CONFIGURATIONS 3O - 24" affillie A 12' •-•0.--C,-- • • • • • • •• •--- _o d •• ORIFICE SHIELD 30` FLU5NIN6 VALVE BOX FROM 5.YE P. -- d END GAP SYSTEM 12• Ni " . • . . . • • O -0- O .I FROM AIR COMPRESSOR 3/4'PVC LATERAL ... • _•_. •_ _ • _. - ._. (W/I/8"4,ORIFICES) -I/4'PVC MANIFOLD TOP VIEW 12 x 30 SAND FILTER w/ GRAVITY DISCHARGE Page 37 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND g c 9_6 C(' vt-.1e THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this II Day ofv -� of 201-1, by and between �� C r�,yJ , herein the"OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as 10SF located at(legal description). 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1)repair(s), (2) maintenance, (3)adjustment(s), (4)replacement costs, and(5)inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: t a. Owner: C5 b � ( Cc `e. r1 U b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: B : (signature)) Date Co2 y WI_ lib ( ► ,,., Ve I (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin instrument was acknowledged before me this day of_J �-- 201, by t o br' r ti4 NOTARY PUB IC FOR KA ti;: `�,, My Commission expires: Ii I at �yc��. �`o4, :,` ••ti! 3kry 72o4 4. MUNICIPALITY: By: pJ�,r �.. � (signature) Date: (print name) Title: Municipality of Anchorage Page 1 of 5 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW000179 PID Number: 015--492--09 N°meEiARBARA WILLS Wastewater System: [] New · Upgrade Address: 11400 MAEL STREET ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) `546--2014 `5 IDDeep Trench rnShollow Trench BBed DMound BOther* Soil Rating: Total Depth from oflglnol grade: LEGAL DESCRIPTION 0.45 sPa/Sq. ~ ** 5.02 5 - BUBBLING BROOK 0 - 0.18 r~ 0.,51 Township: -- -- -- 1.0' - 1.2' F~ 30 WELL: [] New [] Upgrod 12 F~ 5 * Ft Ft. MIKE ANDERSON 8/11/00 - 8/12/00 ~ ~..I.um..., ^,: Ft.l~a.l., ,.,Oh, ~o.. ~.u...~ TANK SEPARATION DISTANCES n SepUc n Holding B S.T.E.P. TO Septic Absorption Uft Holding Publrc/Privote From Tank F~eld Station Tank Sewer Unes ANCHORAGE TANK 1250 Well 100'+ 1 O0% 100'+ -- 25'+ STEEL 2 su,o~. 1aa'+ 1aa'+ loo'+ - LIFT STATION Water Lot 5'+ 1¢+ 5'+ - ANCHORAGE TANK Line 1250 "Pump on' level at: I'Pump of" revel a'c IHigh water o'en~ at: 45,, Foundotlon 5'+ 10'+ 5'+ -- TIMER TIMER NONE KNOW~ #20 OSI 05 HHF M.O.A. Drain Remarks: *THIS IS A BOTrOMLESS INTERMITENT SAND FILTER. BENCH MARK · , SOIL FROM TOP OF ORIGINAL FILL GRADE TO BOTTOM TOP OF MANHOLE LID. OF THE EXCAVATION. F,",¢~'~*~ q4~x¢.,,~--¢'~;~t,~ ~.,'-~-~?'¢/ 100.00 rt. ~'/,,~.....v'";~.~. ~, ~. 1 //4& :'.?F Inspections performed by:. AWWC, INC. Dates:lst 5/11/2000 ~..~....~1~.~....~.... '-.."~ 2nd s/12/2000 , .... r' ............... 3rd ~/~ 2/2000 ~"~. ~"~ ..'1 t W'%:..~""~ '"".:'"'~ ~ .~ '/I eli re ~ A. ~orness. 4th 8/~2/2000 f/0¢¢,~'../ ¢~:-795~ .." ~ Department of Health and Human Services .approval -~;~_ ... v .... ~ Reviewed and approved by: D.~'~'_~-~/ ~. ¢'~--'~.~/~: Date: /O - ~'0 ~ ~t[~*,~e~ .......... '~r o f e s s'~ot~ PERM. NUMBER: AS BUILT DRAWING P .oEL,o "UMBER: SWO00179 ' O15-492-09 ~'- 5 FOR DETNLS. / ,?///~T~ 8.T.E,P. T~K I ~ ~ "~-~ ~,,.,-, ~ ~' . I - ¥ 'q ..~ · '~ DBL1 55.9 49.4 - ~ ~7.~ 4a.a - ~~ ~ ~ / ST2 66.6 54.8 - MH 68.0 55.7 - ~T1 79.7 66.0 - MT4 98 9 . z( O~WN BY: ~, .. A B C BBL1 55.9 49.4 - DBL2 57.1 49.8 - ST1 61.2 52.0 - ST2 66.6 54.8 - MH 68.0 55.7 - MT1 79.7 66.0 - MT2 77.6 - 87.2 MT3 101.5 - 108.6 MT4 98.9 - 103.0 K.D.W. ALASKA WATER & WASTEWATER scAu~, ....... ......... ~ CONSULTANTS, INC. ;~*:'¢ .~'~'~*~ ..... '~'~*~'~ 1" = ,.50' ~REPAEED FOR: PHONE NUMBER: PAGE NUMBER: BARBARA WILLS (907) .t46-2014 2 OF' 3 JEGAL DESCRIPTION: BUBBLING BROOK SUBDIVISION; LOT 5 T(PE OF WORK: AS-BUILT OF SEPTIC SYSTEM UPGRADE (ISF) PERldlT NUMBER: AS BUILT D~W~TG PARCEL ID NUMBER: SW00017g ' 01 $-492-09 5~ _ - ~o~ ATIN~T 9F,~ ~ O~bQN ~1~1~ ~ILL ~ ~ ~ ~1~ ~ ~ P~TOM ~ 5Y5~M 3m z- ~ 9~.10 (AV6,) D~WN CONSULTANTS, ING.~ ..... sCA~: t~ ........................ BARB~RA WILLS (~07) 345-20~4 3 of ~PE OF WORK: PROFILE AS-BUILT OF SEPTIC SYSTEM UPGRADE (BOTTOMLESS ISF) ¢o~ ~ tATLPECT!ON REPORT MUNICIPALITY OF ANCHORAGE -- BULLDING SAFETY DFV'ISION 4700 $OLTTI-I BRAGAW STREET, ANC]ffORAGE, AL.,~KA IN~PECTIOlCS: Voice: (9~7) 343..8300 Fax.. ('900 343.8235 INFORMATtO.~. (90J9 .?,43.3211 COMMENTS: TYPE OF m..A: ~ ~.. L~L~PECIYO.~: ~Nonomoomp]ianceobs~rve& ~ Collections e~s~mlial as explained belov,-. ~ C.O.~pproved, I i _Ei~PECTOR: IWHEN CORREL~7ONS ARE MADE, PLEA,gE C/iLL FOR INSPECIION DO NOT!f. E3.IOV£ TIIZS NOT~CE. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade ~.,~.FL~..0~7~/-. Date Issued: Jun 20, 2000 Expiration Date: Jun 20, 2001 Permit Number: SW000179 Legal Description: BUBBLING BROOK LT 5 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Barbara Wills Owner Address: 11400 Mael St. Anchorage, AK 99516-1850 Parcel ID: 015-492-09 Site Address: 011400 MAEL ST Lot Size: 43602 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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. Issued By: Date: ALASKA WATER & WASTEWATER July 14,2000 Municipality of Anchorage Department of Health & Human Services DMsion of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for Bubbling Brook Subdivision; Lot 5 (Bottomless Intermittent Sand Filter - ISF). REVISED DESIGN PACKAGE. To whom it may concern: 1. GENERAL: A permit was issued by your department (SW000179) on 6/20/00 to install a conventional septic system on the subject property. Prior to the excavator (Mike Anderson) installing the system he checked the water level and found it to be 10 feet below the surface. AWWC, Inc. monitored the level on 6/26/00 (12 feet) and 7/5/00 (13 feet) and found it to be subsiding. It is unknown what caused the water level to rise between 6/1/00 (AWWC, Inc. measurement of 14 feet below grade) and the aforementioned readings. Regardless, the rise in groundwater dictates a design change. Given that groundwater is 10 feet below grade, the maximum depth of the system would be 6 feet or shallower. In order to provide a factor of safety to the design I would prefer to have a 5 foot separation to groundwater. This would limit the total system depth to 5 feet. Given the elevation of the sewer line leaving the house, and the topography of the area, a shallow system (6 inches effective) would certainly be required in order to achieve gravity flow. Based upon the perk rates previously established, 1000 square foot of shallow trench (200 lineal feet of 5 foot wide trench), or a 1500 square foot bed would be required (15 feet wide by 100 feet long). Either installation would require more test holes (at least $1200.00 in additional costs), and would be inspection intensive. I am of the opinion that the best chance for a successful installation would be to design an intermittent sand filter (ISF). In talking with Mike Anderson (excavator) he is indicated that it will only add about $3000 dollars to the installation cost. Given the fact that we won't have to do additional test holes, the difference in project costs between and ISF and conventional technology is only around $1800.00. The uncerta'mty of being able to install 200 lineal feet of 5 foot wide drairdield makes the ISF becomes even more attractive since it only requires an area of 12 feet by 30 feet. The ISF design is summarized as follows: 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 2. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 40 & 60 minutes/inch b. Allowable Application Rate for ISF: 2 gallons/day/fi2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 fi2 f. Effective Depth below pressure pipes: 2.5+ inches g. Width: 12 feet h. Length: 30 feet. i. Effective absorption area = 360 fi2 j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: In accordance with M.O.A. latest standards m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We are proposing to excavate down to a depth of 4 to 5 feet (as require to remove all organics), place a minimum of 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 3. SURFACE WATERS: There is no surface water within a 100 foot of the proposed septic system upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, there are no slope concerns. 5. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). 6. CLOSING: I am open to any suggestions fzom your department, which would be an improvement to the proposed design. 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. Thankyo~ br your assistance. s' Je e q. U.S. mresiO/prtl U 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akva~c.com ~. SHADOWBROOK / SHADOWBROOK S/D LOT SA, q/n /nT '~ SHADOWBROOK ~. ~ -/ ...... '~ S/D LOT 1, ~.--~" 11361 MAEL SREET ~ --S/D LOT 7, / ~ ~ / / I / '-- / ~ // ~ ~ ~UPG~DE. SEE DESIGN FOR , ~ .~-~ / ~'/ //'- ,-, -~~ ~ ~.~ ~ ~oc~.,~ .OA~ ~ ~ ~ I / / ~ffZ ~. / ~--~. D~OE SUBDI~SION ~ / / i ~ '~~ A / ~~. / I.mo'~ ~h~s ~ / I 7/12/2000 ~=~" ~WN .Y: ~'"; ~SI~ WATER & WASTEWATER K.D.W. ~' / ~ ....... . .......... ~ ........... CONSULTA~T~, ~C.~ .............................. 1 ....... : .... 1'~'~'~ .............. BARBARA WILLS (907) 346-2014 1 OF 3 ',~ ~,~ A. BUBBLING BROOK SUBDIVISION; LOT 5 q,de '-....' ~E O~ WORK: ~'~PrOfess~O~;~;:~ SITE P~N FOR SEPTIC SYSTEM DESIGN (ISf) '~{~t~t~TM NOTES: ~' ~. ~ ~ THE AiR COMPRESSOR SHALL BE ~ ---- __ ~ LOCATED WITHIN THE BASEMENT OR THE GARAGE. THE COh'THACTOR SHALL PROVIDE A 0-10 PSi PRESSURE GAUGE AT A LOCATION WHICH IS REAOILY ACCESSIBLE FROM W/THIN PROPOSED BOTrOMLESS INT£RMRTENT SAND THE HOUSE . NOTE: A 30 PSI GAUGE WILL FILTER, EXCAVATE A BED THAT IS 4 FEET NOT WORK. DEEP MAXIMUM BY 12 FEET WIDE BY 30 FEET LONG. SEE ATTACHED DETAIL AND PROFILE (PAGE 5 OF 3) FOR CONSTRUCTION DETAILS SHALL BE 1/2 INCH DIA. HDPE (1 Piece), ~ .Ne s,,.._. ~,Rl~O ~O^,,I.,,,~. s eP,H ~ ~7M~,.~ or 3 ~ET. i,~////~/H/I1//"" ~- me CONTRO, P=e, ~OR me ETEP ~,'////// ~, T~K s,~.~ se ~NS'rAU.~O ou~sloe ~,E / ///////I .~,+~ Res,oeHoe ~TH ~ ^,D,sLE~su~ / ~/~////// ~ _ -- V,O, / /z~~ ' /--PROPOSED 1250 o" / :~, /// /GAllo. s.'~.E.P. ~-ANK ...~. / -- // , -'., · / ~ "k [ : / / ;~/'")~ / (See NOTES) ~R MUST HAVE THE 100' ~ ~. / ~R 'THE REFERENOED LOT ~'"( ~GISTERED LAND SURVEYOR ~ PRIORTOANYCONSTRUCTION. ' ~" 7/~=/=ooo .,~N~ ALASKA WATER & WASTEWATER K.D.W. ~,~,~,~ ........ ~,~ ~<~:~=~= CONSULTANTS, INC, ~ ............. ..... ,~ 1" . BARBARA WILLS (907) 5,46-2014 2 Of ;5 gah~'ess,.- LECAL DESCEIPTION: BUBBLING BROOK SUBDWISION; LOT 5 DESIGN OF SEPTIC SYSTEM UPGEADE (ISF) iglSOR~ blN~ ~OM O~ 5,~9 ~P PI~I~ON ~lr~ ( ~X~NP ~ PLAN VIEW ~/4" PVC LA~ (~,4)7 / ~PIL~ W~IC M( / MC / OVgR PgA ,, ~ ~ r~ ~ R~OFILE VIEW ~ , 7/12/2000 ~ , ~ K.D.W. ~S~ WATER & WASTEWA~ ER BARBARA WILLS (907) S46-2014 S OF ~ )~ Ly~fft~_i~_~arnes~; BUBBLING BROOK SUBDIVISION; LOT 5 ~.e~ -..~ ....... ..~ DESIGN PROFIL~ Or S~PTIC SYST~ UPGRADE (IS~) ALASKA WATER & WASTEWATI]R CONSULTANTS, INC. ~o~ ~ ~o~, ~ ~. ~o~, ~. ~o~ [SOIL LOG - PERCOLATION TESTI ~'" (' LEGAL DESCRIPTION: BUBBLING BROOK SUBDIVISION; LOT 5 ,/~: .... Z~.~, [ ] ............. · TEST HOLE ~1 ORGANICS DEPTH (~e~ (.AS~ ~ Or ~) ~GP ~Ti ML ~ ~/ I ~ ~!GC OL SITE PLAN / -- ~ ~ S~ MH ~ I": I00 s, I OH DEPTH TO DATE GROUNDWATER * ] 2' 6/26/00 ~ ~ ~ ~ 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TIHE (HINUTES) READING (INCHES) 12 5/25/00 PERC. HOLE WAS PRESOAKED ~+ HOURS PRIOR TO TESTING 15 _ _ 1 5:15 6" 2 5:45 50 5 1/8" 7/8" 14 - 5 5:45 6" 4 4:15 50 5 1/4" 15 - -- 5 4:15 6" 16 6 4:45 50 5 1/4" 5/4" 17 ___ 18 -~ 19 PERCOLATION RATE 40 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. CO~ENTS; PERCO~TION DATA ON THIS PAGE FOR UPPER BENCH PERC. HOLE ONLY. · GROUNDWATER AT 10' DURING THE WEEK OF 6/~2000 PER MIKE ANDERSON ('EXCAVATOR). PERFORMED~Y A~SKA WATER & WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PERFO~ED/IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUDEUNES IN EFFECT ON DATE: ~ I/'~ lDO DEPTH TO DATE SROUNDWATER DRY 5/25/00 14' 6/1/00 '12' 6/26/00 13' 7/5/00 ALASKA WATER & WASTEWATER CONSULTANTS, INC.~._-=-'~"~ ~'~( [ LEGAL DESCRIPTION: BUBBLING BROOK SUBDIVISION; LOT 5 _--~/~/~J/~c'-~'~-- DATE PERFORMED: 5/25/2000 ~aA.~ /E_7953 ...' ,~ (feet) F TEST HOLE ~1 "~ ?~ "' ....... GM CL I < 4-- GC OL SM OH N 6-- . SC 7- g DEPTH TO m CLOCK NET TIME WATER LEVEL NET DROP 11 -- P DATE READING TIHE (MINUTES) READING (INCHES) ~ 5/25/00__ PER(. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING Z 14~ m 3 3:4~ 6" ~ 5 4:14 6" 6 4:44 30 5 1/2" 1/2" 19-- PERCOLATION RATE 60 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 7.5 FT. AND 8.0 FT. COHHENTS: PERCO~TION DATA ON THIS PAGE FOR LOWER BENCH PERC. HOLE ONLY. PERFORMED BY A~SKA WATER & WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PERFqRM~ IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: ~lt~/oO ALASKA WATER & WASTEWATER June 5, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Septic Upgrade Design for Bubbling Brook Subdivision; Lot 5 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing drainfield is in a state of failure and in need of an upgrade. One test hole was excavated on the property. The proposed septic system will be designed within the 30 foot radius of this test hole We are proposing that a 1000 gallon septic tank and dual five foot wide drainfields be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic layers are a SM material to a depth of 6 feet and then transitions to a ML material to a depth of 15.5 (bottom of test hole). No groundwater was encountered during the excavation of the test holes. Seven days later, groundwater was measured at 14 feet below grade. A percolation test was performed between the depths of 5.0 feet to 5.5 feet which had a percolation rate of 40 minute/inch. Another percolation test ~vas performed in the same test hole at the depths of 7.5 feet to 8.0 feet which had a percolation rate of 60 minute/inch. It is our opinion that due to the overall appearance of the soils, an application rate of 0.45 gallons/day/ft2 should be used. 2. TILENCH DESIGN: a. Percolation Rate: 40 & 60 minutes/inch b. Allowable Application Rate: 0.45 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 1000 ft2 f. Total Depth: 9.5 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.5 69Ol Debarr Road, Suite 2B - Anchorage, AK 99504 - Ph: (907)33%6179 N Fax: (907)338-3246 i. Minimum Length: 100 feet long (2 .~ 50') j Effective absorption area = 1000 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography of this property is generally flat. In short, there are no slope concerns. We are 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, or 244-9612. Thank you for your assistance. ,; Jef~p~ A~ ~am'e~, P.E., M.S. Pregid~nl~J NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, 2 soil log, and a 7page construction specification letter which are allpart of the designpackagefor this septic system. 6901 Debm¥ Road, Suite 2B N Anchorage, AK 99504 - Ph: (907)337-6179 - Fax: (907)338-3246 S~ IADOWBROOK SHADOWBROOK OOK S O LOT 3A SHADOWBR / ' S/D LOT 2, S/D LOT 1, .~ 11361 MAEL SREET / x~ / ~ // ~ ~ ~ SY~EM. SEE DES[DU l '~-_~ ~ ~ .;:. ;:t .~:~-'' · -.-- / ~vm~m~J -~ '~ /~ ~ I ~ LOT lA, __: ,.. .. ' / / / '--.. ', ~ v / ......... / I_~oo'~ ~s_ ~.~ / ~ ' 2',~~ ~.~.~.~oot',. '~ >~ S/D LOT ~, k ] DATE: S~LE: co~su~T~TS, ~c., ................ ............. ~ ~" ~..:.~fl. ~.~..~:... BARBARA WILLS (907) 546-2014 1 OF2 ~gf~'~ess. LEGAL DESCRIP~ON: '~',~.~ ~E-795~ '" BUBBLING BROOK SUBDIVISION; LOT 5 ~e ...... SITE P~N FOR SEPTIC SYSTEM DESIGN / / ~ :~~',/ .......... ~...:.. ~{... ~ ~ ~. / / ~GISTERED ~ND SURV~OR PRI~ TO ANY CON.RUCTION. ~/2/2000 ~.~ ~SI~ WATER & WASTEWATER ~ ~ ~:.~ ......... .~ BARBARA WILLS (907) 346-2014 2 Of 2 LEGAL DESCRIP~ON: ~h:~ · . ...~ BUBBLING BROOK SUBDIVISION; LOT 5 DESIGN O~ S[PTIC SYSTEM UPGRADE I[ : ALASKA WATF_,R & WASTEWAT~R CONSULTANTS, INC.~:.'1//~7~.: 690 DE, R ,o o. ,U,E 2,* 0,O, CE. PHONE (907) 337-6179 * F~ (907) 338-3246 , EEGAE D~SCRIPTION: BUBBLING BROOK SUBDIVISION; LOT 5 ............... PERFORMED FOR: BARBAra WILLS DATE PERFORMED: 5/25/2000 (fee ORGANICS TEST HOLE ~1 (PAGE 1 OF 2) rofess[O FILL (SAND) SOIL C~SSIFICATrONS '~? ~:.~ ~W ....... OR~ ~ ~ ~ ORgANiCS ~ GM CL ~ / I GC OL ~N~/ DEPTH TO ] DATE GROUNDWATER' 10 ML 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TIHE (HINUTES) READING (INCHES) 12 5/25/00 PERC, HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 15 1 5:15 ~ 6" GROUNDWATER 2 5:45 50 5 1/8" 7/8" 14 ~ 3 5:45 -- 6" 4 4;15 50 5 1/4" 5/4" 15 5 4:15 -- 6" 1 6 6 4:45 50 5 1/4" 5/4" 17 18 19 PERCOLATION RATE 40 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 5,0 FT. AND 5.5 FT. COHHENTS: PERCO~TION DATA ON THIS PAGE FOR UPPER BENCH PERC, HOLE ONLY, PERFORMED BY A~SKA WATER & WASTEWATER. l, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PEREO~ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: ~/~JOO DEPTH TO GROUNDWATER DATE DRY 5/25/00 ~4' 6/~/oo ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~,r~' O}-/~,z'.~'2 ~h~'" 6901 D/BARR ROAD, SUIT~ 2B * ANCHORAGE, AK. 99504 .~:='.~x~_..'~'"~''"2') I solL LOG - PERCOLATION TEST I ................. LEGAL DESCRIPTION: BUBBLING BROOK SUBDIVISION; LOT5r~e't~''~m'[//~ PERFORMED FOR: BARBARA WILLS ~ e~: DATE PERFORMED: S/2S/2OO0 c E-7os, DEPTU --(foot) TEST HOLE #1 u *oe '~ ...... oxv,~"~ 1-- (PAGE 2 OF 2) 2-- SOIL CLASSIFICATIONS ~ Z~"~ / / i';~,!~.~':~'~ GW ~:~.-. ORG _~ ~ / / 4-- GC OL 6 -- ~' SC 7-- ~ DEPTH TO DATE 3ROUNDWATER 8- ~ CLOCK NET TIHE WATER LEVEL NET DROP 11 -- ~ DATE READING TIHE (HrNUTES) READING (INCHES) ~ 5/25/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 12-- Z ~ 6,-~-- ~ 2 3:44 ~0 5 1/4" 14 ~ ~ 3 3:44 ~ 6" ~____ 4 4:14 30 5 1/2" 1/2" 15-- ~ ~ 5 4:14 -- 6" m 6 4:44 30 5 1/2" 1/2" 16-- m 17-- 19-- PERCOLATION RATE 60 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20--~ TEST RUN BETWEEN 7.5 FT. AND. 8.0 FT. CO~ENTS: PERCO~TION DATA ON THIS PAGE FOR LOWER BENCH PERC. HOLE ONLY. PERFORMED BY A~SKA WATER & WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS PERFQR~D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL QUIDELINES IN EFFECT ON DAT[: ~ l ¢/m DATE: ~-~'~P~O,~C....J ~ BROOK SUBDIVISION; LOT ~ Sent By: Ataska Waten& Wastewaten Consu; 907 338 3246; Jul-14-00 9:20; Page 2 PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER D1SPOSAL SYSTEM This agreement, dated 7-- / ? ,200_0, is made between the Municipality of Anchorage Department 9~f Health and Human Services (DHHS) and the property owner(s) of This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owuar(s) agree to the following: The property owner(s) will have an annual inspection of the system performed by a registered professional engineer. This inspection shall verify that all effluent and air pumps, timers, and alarms are functioning as designed. Any deficiencies shall be corrected and the engineer's statement that the system is functioning as designed shall be filed annually with the DHHS. Property Owner Name Property Owner Name (Notarize Here) Judicial District ~ SS. On tiffs /$~t'~ay of d~/q in ~e y~r ~ , before me, ~e ~dersi~ no~ p~lie, · e person(s) whose nme(s) is/~e subscfi~ m ~e wi~ ~smnt ~d ac~owledg~ ~at he/she/&ey execut~ ~e s~ for ~e pu~s~ ~nta~ed. In witness whereof, I hereunto set my hand and o iai seal. ~ Public ~'~ature.~/ (N'otary's printed name~-' / My commission expires: /OZa /, /o ,o.. . ! ,~__.~.~, _ MUNICIPALITY OF ANCHORAGE · /// ~ :'~"~ -\\ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ~ ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ~PHONE LEGAL DESCRIPTION LOCATION ~ NO. OF BEDROOMS IWel~ Absorption area Dwellin~ , PERMITNO~/~ DISTANCE TO: ~ Manufacturer ~. ~ **~ Mat~ ~ No, of compartments 4Liq. capacity in gallons ' Inside length Width Liquid depth ~O IF HOMEMADE: ~ ~ DISTANCE TO: Well ~ ~ Dwelling PERMIT NO. O ~ ~ Manufacturer -- Materia) Liquid capacity in gallons ~ DISTANCE TO: Well ~r ~ Foundation~ ~r/~ Nearest~oIotli~ PERMITNO¢i ~=~ ~ No, ofli~/ Lengtho~ea~line Totallen~h~lines Trench~Z inches Distance between lines ~ Total effecF~b r n area ~ ~ ~ Top of tile~.t%fi~ish grade Material bane ~ inches ~en~th ~idth De~th ~fiBMIT ~O. ~ ~ T~e of crib Crib diameter Crib de~th Total effective absorption area m Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER ' PIPE MATERIALS INSTALLER/ ~~ ~ I ~ ~'~ REMARKS APPROVED DATE LEGAL 72-013 (Rev. 3/78) feet Gallons Per Minute feet Total Feet of to PERM!T NO. ,' 8;L07;26 ) RF'F'L ! CRNT _ l]f -_ .~ T I FI N ._E MZ_.HcLE INC, MREL L5 B1 E:UE:E:LING E:ROF~F S,-'D P. 0. BO>:; :10-"± 2 ]:5 _ 0 T S I Z E ..-376- 7:L_:'- E1 ,~$]:~aE~b SL-..!U~.F.:E FEET TYPE --P' SOIL ~.E:SORPTION =,,=,TEft IS' TREN'_':M MR;:.:: I MUM NUHE~ER OF E:E[:,F.:OOM':; = 3: SCi I L RRT I NG ,:: :56! FT,..'BR ::, = :---:'?5 THE REC!UIRED StZE OF THE SF-~IL RBSORF'T!ON =,~=,TEM IS- !Z:'.' r:' F' T H := :1_ 2 L E .H= ~ ENGTH !MENSI?-4 lC; 'THE _ENISTH ,"IN FEET) OF THE TF'ENCH OF.: [:,RRTNFtELD. THE [:,EF'TH OF R TRENCH OR PIT IS THE [:,ISTRNCE BETF.!EEN THE SURFRCE OF THE GROUND F!N[:, THE BO'rTOM OF THE E',:<Cff,/RTION (IN FEET::,. THERE IS .NO :gET Pl I[:,TH FOR TRENCHES. THE GF..:R',,,'EL [:,EPTH IS THE MINIMUM [:,EPTH OF GRFt',,,'EL BETHEEN THE OU'FFF~L.L PIPE R?-4E:, THE BOTTOM OF' THE E::.::CRVRTION ,::IN FEET). -r T" TO !NFORM THIS [:,EF'F]RTMENT [:,URI[-4G THE PERMIT RF'PLIE:RNT HFIS THE RE'_=;PONSIE:I-z ~ INSTRLLRT!ON !NSPEF:T!ONS OF R.N'~ HELLS R[:,JRF:ENT TO TH!S FRLFEFT~ RN[:, THF NJMEEF' OF F.:ESI[:,ENE:ES THRT THE HELL. HILL SER',,,'E T !.,...1C~ ,:] 2 7, I f-~ S_; F' E C: T I C~ f-~ '--:: R F: E F: E C:-! I_1 I F: E _ _ HFF ....... T E.~.C:K'FILLTNG OF RNY SYSTEM t4ITHFiltT FI.NRL IN. SF'ECTION RN.[:* -'"'F.'F¢~HL THIS E:,EF'FtRTMENT HILL 8E SLIE',3ECT TO PF.:F~SEF:UTION. MI.,".,IIr'IUM DISTIaNCE E:ETHEEN R .HELL R. ND RN'¢ C114-SI TE SEFIRGE [:,ISPOSRL SYSTEM IS J.E~O FEE]" FOR R PRI'.,.'RTE HELL OR :15C~ TO ;2¢."1C~ FEET FROM R PUBLIC HELL [:,EF'ENE:,ING UPON 'THE TYPE OF F'UBLIC HELL M!NIHUM DISTRNCE FROM R F'RIVRTE HELL TO R PRI',,,'FtTE SEHER L. INE IS 25 FEET RNC, TO R E:OP1MUNIT'f SEHEF-: LINE IS 75 FEET. HELL LOGS RRE REC.!U IRE[:, F!N[:, MUST E:E RETURNE[:, TO THE [:,EPRRTMEN]'.' H ITHIN ::El DRYS OF THE HELL COMF'LETION.. OTHER RE6!UIREP!ENTS r'lR'¢ RPPL'?'. SPECIFICRTIONS RN[:, CONSTRUCTION [-',IRGRRMS RRE R',/FIILRBLE TO INSURE F'ROPER INSTFtLLRTION. F" E F: ~'1 I T E :=-:: F' I F-: E :5 [:, E C: E ~'1 E: E F;-: _-2: :1. .. i :9 :--: J- I E:ERT!FY THRT ±: ! RM FRM!LIRR HITH THE REQUIREMENTS FOR ON-SITE SEHERS RN[:, HELLS .RS SET FORTH E:Y THE MUNIE:IF'RLITY OF RNCHORRGE. 2: I HILL INSTF!LL THE SYSTEM IN RCC:OF.:E'.,FtNC:E FILTH THE CO[:,ES. ?: I UN[:,ERSTRND THF4T THE ON-L-T, ITE SEI.,!ER SYSTEM MFIY RE6.!UIRE ENLRRGEMENT IF THE S I GNE[:, ' .................... RF'PL. ! E:RNT HICHELE IN.C. I :E SUEr:, PROJECT'BUbSli'ng Brook Subd. - CLIENT 'Buster Newton W.O. 77886 TEST HOLE IqO. ELEV. TOP OF HOLE 5 DATE '11/15/77 718 Peat, PT Damp, brown, sandy silt, ML (traces of small gravel) Damp, brownis~ grey sandy silt, ML (traces of small gravel~ Damp, brownish grey sandy silt, ML (redish lenses) Bottom e NOTE: -' 1. No ground water table at.time of drilling. 2. Field perculation test results - 35 rain/inch. LI WL, - SCHE BE . KORY NTA CONSULTING ENGINEERS AND SURVEYORS 2515 A ST., ANCHORAGE 9.9503 (907} 27(;-4245 ' December 5, 1977 Mr. Buster Newton '~' 411 East 36th Avenue .' Anchorage, Alaska 99563 Re: Proposed Bubbling Brook Subdivision Subsurface Soils Investigation Dear Mr. Newton: This report presents the results of our soils investigation for the proposed subdivision of a l0 'acre tract located east of Birch Road and just west of Ravenwood Subdivision. The investigation was conducted on November 15 and 16, 1977. The results of this investigation are included in this report as follows; Vicinity Map Test Hole Location Sketch Test Hole Logs (Sheets 1 through Standard Explanatory Information Drilling was accomplished utilizing a mobile dri!l B-50 mounted on a flex track Nodwel vehicle, owned and operated by Denali Drilling, Inc. Test holes were logged and perculation tests conducted by our firm. The purpose of the investigation was to provide soils data and perculation tests for establishing the feasibility of on-site disposal of sanitary wastes using seepage pits. To accomplish this, we drilled 9 borings distributed across the site with 1 test hole on each lot at the probable septic system location. The test hole locations are shown on the attached location sketch. All borings were drilled to a depth of 16 feet. During the drilling, our engineer was present to log the materials encountered and obtain grab samples of the soil types. All soils were visually classified in the field in accord- ance with the unified soil classification system as described in the standard explanatory information attached herewith. Since the site is fairly small and readily.accessible from both sides, per- culation tests were conducted in all holes at the completion of the drilling and logging. The perculation tests were conducted from the 6 to 12 foot levels in each of the holes in accordance with the Manual For Septic Tank Practice published by the PHS', A ground water table was encountered in test hole Number 9 at the 12 foot level. Therefore, the perculation test in this hole was conducted between the 4 to 8 foot level. --'~'~'~N', P.'E, LEO $CHEDEN,JR.,F~E.,L.S. EARL D. KORYNTA P.E. Buster Newton December 5, 1977 Page Two SITE AND SOIL CONDITIONS The site is a 660 foot.~quare parcel having access from Rockridge Drive on the east and Ravenwood Subd.~¥ision on the south. The site is dissected in a southeasterly/northwesterly direction by a fork of the Little Campbell Creek. The parcel slopes uniformly from southeast to northwest at an approximate 6% to 8% average slope. A small knoll is located in the southeasterly corner. There are no areas with slopes in excess of 25%. The parcel may be divided into two very distinct soil map units for purposes of identifying pe~culation characteristics. A 300 to 400 foot wide band centered on the creek channel is characteristic of old alluvial deposits and consists primarily of well graded sands and gravels with good perculation characteristics. Test holes 2, 8 and 9 are typical of this deposit. Beyond this band, the materials are much siltier and tighter as demonstrated by test holes l, 3, 5, 6 and 7. CONCLUSIONS The minimum perculation rates observed in'the field for the.following holes are: Test Hole Number 1 - 30 minutes per inch Test Hole Number 2 - 13 minutes per ~nch Test Hole Number 3 - 30 minutes per ~nch Test Hole Number 5 - 35 minutes per ~nch Test Hole Number 6 - 45 minutes per ~nch Test Hole Number 7 60 minutes per ~nch Test Hole Number 8 - 5 minutes per ~nch Test Hole Number 9 - 5 minutes per inch On-site waste disposal systems appear feasible on all lots. An aerated package plant or other treatment process is advisable for the lots with high percula- tion rates. We hbpe this is sufficient for your present needs. If we can offer further clarification, please do not hesitate.to contact us. Very truly yours, ~] D.~orYnta, P.E. Attachments EDK/cl r .If I~Z. I ! i / ! ! LEGEND / / / SUF~VEYOF?'S CERTIFICATE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343--4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING Parcel I.D. # 015-492-09 HAA# 1. GENERAL INFORMATION Complete legal description BUBBLING BROOK SUBDIVISION: LOT 5 Location (site address or directions) 11400 MAEL STREET ANCHORAGE, AK 99516 Property owner Mailing address Lending agency Mailing address Agent Address BARBARA WILLS 11400 MAEL STREET ANCHORAGE, AK Day phone (907) 546-2014 99516 Day phone Day phone Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual well xxx Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legafity and status of system. 4, TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding Tank Community on-site Public sewer NOTE: XXX If community wastewater system, provide written confirmation from State ADEC ing to the legality and status of system. 72-025 (Rev. 1/91 ) Front MOA #21 Computer Version Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $2,620.00 at, or prior to, closing for the engineering services provided. 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further vedfy that based on the information obtained from the Municipality of Anchorage files and from my investigation and insp,~cfion, the on-site water supply and/or wastewater disposal system is in compliance with all Municip, a. lfand State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ALASKA W.NTER & ¢//~S.TE~/A~ER CONSULTANTS, INC. Phone (907) 337-6179 ./ ! tiling/? .. . Address 6901 DEBARR ROAD, SUJ'EE 2Bf-A['4CHORAGE, ALASKA 99004 . / Engineer's Signature Date In conducting this evaluation, AWWC, Inc. ~tt~rr~ted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DHRS Guidelines & Regulations. 'l-he reported results described the pedormance of the system under the conditions encountered at the time of tho test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, ground water 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 test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide any warranty for future estimate of how long rile system will continue to meet the operational requirements of the ADEC or MOA DHHS. 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. 6. DHHS SIGNATURE l,-''''~ Approved for Disapproved Conditional approval for bedrooms bedrooms, with the following stipulations: Additional Comments By: ~.~--~-,~ /--/'/' ,/~::p~-d/''-- Date /O-,~-¢O° The Municipal[fy of Anchorage Department of Ilealth and Human Services (Dill-IS) issues Health Authority Approval Certificates based onl~ upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers ef homes and their lendin~ institutions in order to satisfy certain federal and state requirements. ~mployees of DHHS do not conduct inspections or analyze data be[ora a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in fha professional engineer's work. 72-025 (Rev. 1191) Back MOA #21 Computer Version Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744 Health Authority Approval Checklist Legal Description: BUBBLING BROOK S/D; LOT 5 Parcel I.D,: 015-492-09 A. WELL DATA Well Type PRIVATE Leg present (Y/N) Total depth 201' Sanitary seal (Y/N) Date completed Cased to 201' YES If A, B, or C, attach ADEC letter. ADEC water system number N/A YES 2/10/82 Casing height (above ground) 24" Wires propedy protected (Y/N) YES Date of test Static water level Well production FROM WELL LOG AT INSPECTION 8/2/82 / 135' ~ 8 g.p.m. ~ g.p.m. WATER SAMPLE RESULTS: Coliform 0 Date of sample: 12/10/99 Nitrate 0.5 mq/L Other bacteda 0 Collected by: A.W.W.C., INC. B. SEPTIC/HOLDING TANK DATA Date installed 8/11/2000 Tanksize 1250 Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression (Y/N) NO High water alarm (Y/N) N/A Date of Pumping NEW C. ABSORPTION FIELD DATA Date installed 8/12/2000 Pumper - Soil rating (g,p.d./ft2 or ft2/bdrrn) 2 *FROM FINAL GRADE TO~ TOP OF SF SAND J System type BED (ISF) Length 30' Width 12' Gravel thickness below pipe 0.31 Total depth *3.8' Effective absorption area 360 SO FT Monitoring Tube present (Y/N) YES Depression over field (Y/N) NO Date of adequacy test NEW Results (Pass/Fail) For ~ Fluid depth in absorption field before test (in.); ~ded (in.): __ Fluid depth (ins) M~ Absorption rate = Pero~nths) (y/N) If yes, give date 72-026 (Rev. 3/96)* Computer Version D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested 8/11/00-8/12/00 Size in gallons YES "Pump on" level at* TIMER 45" 1250 "Pump off" level at* *Datum BOTTOM OF TANK TIMER NEW E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot 10O% Absorption field on lot 1 O0% Public sewer main N/A Sewer/septic service line 25'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LO'r TO: Foundation 5'+ Property line 5'+ Water main/service line. 10'+ Surface water/drainage 100'+ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10% Surface water. 100'+ Curtain drain NONE KNOWN F. ENGINEER S CERTIFICATION/ of Municipal /~c ?s/ f.h.¢t /fl~.~[ab.~ve systems are in conformance sWi:hnatMurOAeH~,~ ;,iiCi/ti: ,e ctonthisdate. Engineer's Nam /_~/ d~h'FREY A. GARNESS Date On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Lift station 100'+ Absorption field Wells on adjacent lots 5'+ 100'+ Water main/service line 10'+ Driveway, parking/vehicle storage area 10'+ Wells on adjacent lots 100'+ HAA Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)' Computer Version Waiver Fee $ Date of Payment Receipt Number Parcel I.D. # MUNICIPALITY OF ANCHORAGE ARTMENT OF HEALTH & HUMAN SERVICES hEP Division of Environmental .S. erwces On-Site Services Sect[on P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING 015-492~0~9 1. GENERAL INFORMATION Complete legal description BUBBLING BROOK SUBDVISION: LOT 5 Location (site address or directions)_! 1400 MAEL STREET ANCHORAGE. AK 99516 Property owner ~_BARBARA WILLS Mailing address_!1400 MAEL STREET Lending agency Mailing address ANCHORAGE. AK Day phone_ (907) 546-2014 99516 Day phone_ Agent. Day phone_ Address_ Unless otherwise requeste~ HAAwi#be held forpickup. 2, NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: individual well Community well NOTE: 5 XXX Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding Tank Community on-site NOTE: XXX Public sewer If community wastewater system, provide written confirmation from State ADEC lng to the legality and status of system. 72-025 (Rev. 1/91 ) Front MOA ¢21 Computer Version D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested 8/11/00-8/12/00 Size in gallons YES "Pump on" level at* TIMER NEW 125O "Pump off" level at* *Datum BO~¥OM OF TANK TIMER E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line 100'+ 10o'+ N/A 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout. N/A [.iff station 10O% SEPARATioN DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 5% Property line 5'+ Water main/service line 10'+ Surface water/drainage 100'+ Absorption field 5'+ Wells on adjacent lots 100'+ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: Property line Surface water Curtain drain 10'+ Building foundation 100'+ NONE KNOWN 10'+ Water main/service line 10'+ Driveway, parking/vehicle storage area 10'+ Wells on adjacent lots 100% F. ENGINEER'S CERTII~ I cert/fy that I h/a'~ d~ of Municipal r~co¢ds/ t with MOA H.¢A Signature ~.~..,~"~/[ Engineer's NaJe V Date TI JEFFREY A. GARNESS ru field inspections and review )va systems are in conformance act on this date, HAA Fee $ Date of Payment Receipt Number 72.028 (Rev, 3/98)* Compuler Version Waiver Fee $ Date of Payment Receipt Number_ Parcel I.D. # MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING 015-492-09 .AA# 1. GENERAL INFORMATION Completelegal description BUBBLING BROOK SUBDIVISION: LOT 5 Location (site address or directions) 11400 MAEL STREET ANCHORAGE. AK 99516 Property owner Mailing address Lending agency Mailing address BARBARA WILLS 11400 MAE[ STREET ANCHORAGE, AK Day phone (907) ,346-2014 99516 Day phone Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well xx× Community well Public water NOTE: ff community well system, provide wrftten confirmation from State ADEC attest- lng to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site xxx Holding Tank Community on-site Public sewer NOTE: If community wastewater system, provide wdtten confirmafion from State ADEC lng to the legality and status of system. 72A325 (Rev. 1/91) Front MOA ~21 Computer Vemion Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $2,620. O0 al or prior to, closing for the engineering services provided. 5. STATEMENT OF INSPECTION BY ENGINEER As ced/fled by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further vedfy that based on the information obtained from the Municipality of Anchorage files and from my investigation and insp,~ction, the on-site water supply and/or wastewater disposal system is in compliance with all Municip~lfand State codes, ordinances, and regulations in effect on the date of this inspection. ~//'I I ' /'/" / NameofFirm ALASKAWA,TER&WASTEWA'~EROONSULTANTS, INO. Phone (907)857-6179 /_ ~ I Ii/ J/ - Address 6901 DEBARR ROAD, 8UCCEi'2¢&NO~ORAGE, ALASKA 99504 Engineer's Signature ~-..~'~g~y¢ L~)''~ Date ?/~///c~ In conducting this evaluation, AWWC, Inc.~att~m,~ted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and M¢A DHHS 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 identifiable features. The operational life of all wells and septic systems depend on the local soils condition, ground water 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 test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments, AWWC, Inc. can therefore not provide any warranty for future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DHHS. 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. 6. DHHS SIGNATURE I~' Approved for Disapproved Conditional approval for bedrooms bedrooms, with the following stipulations: Additional Comments By: ~//~~'-.,.-"~/ /_~/' //~'~- Date ./O ~,g.¢¢o The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 Computer Version Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744 Health Authority Approval Checklist Legal Description: BUBBLING BROOK S/D; LOT 5 Parcel I.D.: 015-4-92-09 A. WELL DATA Well Type PRIVATE Log present (Y/N) YES Date completed Total depth 201' Cased to 201' Sanitary seal (Y/N) YES if A, B, or C, attach ADEC letter. ADEC water system number N/A 2/10/82 Casing height (above ground) 24, Wires properly protected (Y/N) YES Date of test Static water level Well production FROM WELL LOG AT INSPECTION 8/2/82 135' 8 g.p.m. ~ g.p.m. WATER SAMPLE RESULTS: Coliform 0 Date of sample: 12/10/99 Nitrate 0.5 mg/L Other bacteria. 0 Collec{ed by: A.W.W.C., INC. B. SEPTIC/HOLDING TANK DATA Date installed 8/11/2000 Tank size 1250 Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N). YES Depression (y/N) NO High water alarm (Y/N) N/A Date of Pumping NEW C. ABSORPTION FIELD DATA Date installed 8/12/2000 Pumper - Soil rating (g.p.d./ft2 or ff2/bdrm) 2 *FROM FINAL GRADE TOI TOP OF SF SAND System ~pe BED (ISF) Length 50' Effective absorption area Date of adequacy test Width _ 12' Gravel thickness below pipe 0.31 Total depth *3.8' 560 SQ FT MonitoringTubeprasent(Y/N) YES Depression over field (Y/N) NO NEW Results (Pass/Fail) For ~ Fluid depth in absorption field before test (in.); ~ded (in.): Fluid de~ Absorption rate = ~ (past 12 months) (Y/N) If yes, give date 72-026 (Rev. 3/98)* Computer Vemlon D. LIFT STATION Date installed 8/11/00-8/12/00 Manhole/Access (Y/N), YES High water alarm level at* 45" Cycles tested NEW Size in gallons "Pump on" level at* TIMER *Datum BOTTOM OF TANK 125O "Pump off" level at* TIMER Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic servlce line E, SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: 100'+ 100'+ N/A 25'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 5' + Property line 5' + Water main/service line 10'+ Surface water/drainage 100'+ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: 10'+ Building foundation 10'+ Property line Surface water Curtain drain On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Lift station. 100'+ Absorption field 5'+ Wells on adjacent lots 100'+ Water main/service line 10% _ F. ENGINEER'S CERTIF I cerfify that I h/~ ~d~ of Municipal r~cl with MOA H~IA ~. Signature ~ Engineer's Na~ V pete 100% NONE KNOWN Driveway, parking/vehicle storage area Wells on adjacent lots 1 ru field inspections and review ve systems are in conformance on this date. JEFFREY A. GARNESS HAA Fee $ Date of Payment Receipt Number 72-026 (Rev, 3/96)* Oomputer Version Waiver Fee $ Date of Payment _ Receipt Number Parcel I.D. # MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA # GENERAL INFORMATION complete-legal description Location (site address or directions) / / ,~L~,¢~ ,,,'/.~.c,/' ..-~7~. Property owner Mailin ,g address' Day phone Lending agency Mailihg address Day phone Agent. Address Day phone 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. NOTE: Individual well Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site ~ Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72~025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my inves_ti_gation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. NameofFirm ,/~l~,'x~/ /./. ,~,~'¢".~.'7, 7~. ~. Phone Address ~&..~¢ ~4~6/~t: / Engineer's signature Date l'"/--/'~ 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. ××× Conditional approval for 3 bedrooms, with the following stipulations: Money shall be put in escrow for the amount of $20,000.00 to perform the work ~LL,~.~:~u '-' ...... ~-~' '~'~ 1999. ~- ,,-',cnc7 ~ escrow--sh=11 nat h~ ~'~lp~p¢] ,z, tt] thi~ office has ~iven final approval. This work shall be completed no later than June 15, 2000. Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a cedificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72~325 (Rev. 1/91) Back MOA#21 MICHAEL N. ANDERSON, P.E. 4640 Shoshoni Anchorage, Alaska 99516 (907) 345-3377/FAX345-1391 December 27, 1999 Municipality of Anchorage Dept. of Health & Human Services On Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 ATTN: Daniel Roth Subject: Lot 5, Bubbling Brook Gentlemen: In February, 1998, we tested the well and sewer system serving the subject lot. At that time the trench was excavated, the lateral line traced with a camera then cleaned, and several new cleanouts and a monitoring tube installed (see previous letter). The system easily passed an adequacy test; standing water in the system was approximately two feet below the lateral. Recently the homeowner requested a re-certification for a sale. Water samples were taken and the septic tank was pumped. We found, however, that the system was surcharged to the top of the lateral pipe. Upon investigation we found that there have been at least two constant toilet leaks and a faucet leak. The toilet leaks were repaired just last week. It is unknown how long these leaks have existed, but very likely for a number of months. We are unable to determine if the system is saturated or in a state of failure. We believe there is adequate space for an upgrade (see enclosed survey), however a soil test has not been done. Furthermore, since the closing for this sale is set to occur on December 30, 1999, there is not enough time to complete a soil test. The buyer is a single individual whose water use should not exceed that of the present three occupants. We do not believe that there is an imminent health risk present. We are requesting that a Conditional Health Authority Approval be granted until July 1, 2000. The seller is prepared to escrow $20,000 for a potential upgrade to this system. Since we believe that the curreut surcharged condition is due to leaks, an attempt will be made to salvage the present system. We will perform an initial soil test in the Page 2 Municipality of Anchorage spring to rule out groundwater encroachment and will reach a conclusion as to the status of the existing system. If we determine that the system has failed, or that it is encroaching groundwater, a design for a new system will be developed and presented for permitting. If you have any questions about this request, please contact me at 345-3377. Sincerely, ~ /) / Michael N. Anderson, P. E. Encl. Municipality of Anchorage DEC 2.8 DEPARTMENT OF HEALTH & HUMAN SER~'^Li~' Environmental Services Division ~NVIRONMENT^LSE~VlCES 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist Legal Description: ~:)~ ~ ~'~/~ ~/'~'~ ~7~3 ~. Parcel I.D.: A. WELL DATA Well type Log present (Y/N) Total depth Sanitary seal (Y/N) F IfA, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to ~'~/~ FROM WELL LOG Casing height'(above ground) properly protected (Y/N) Wires AT INSPECTION Date of test Static water level Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample: / 2~ -/~ ~/~ Nitrate ' ~ ~' Other bacteria Collected by: /¥/~,5,~ //~/g~' -~/ B. SEPTIC/HOLDING TANK DATA Date installed ~ / ~ - ~'/ Tank size Foundation cleanout (Y/N) Date of Pumping /~, ~o Number of Compartments ~' Cleanouts (Y/N) . Depression (Y/N) k,,/ High water alarm (Y/N). /C)~ Pumper C. ABSORPTION FIELD DATA Date installed , g'~/~ -' Length '~AL r Width Effective absorPtior~ ~rea ! g2 ~ ¥~_:~M~0nitoring Tube present (Y/N) ~ Depression over field (Y/N) __ Date of adequacy test ~ - '7-~ Results (Pass/Fail) /~ For Fluid depth in absorption field before test (in.); Immediately after gal. water added (in.): Soil rating (g.p.d./ft~ or fF/bdrm..) ' D.q: ' System type /~¢~,? / Gravel thickness below pipe ~' / Total d,~pt, h /~// bedrooms Fluid depth. (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* Absorption rate = If yes, give date g.p.d. LIFT STATION Date installed Manhole/Access (Y/..N)~'~ High water.~rm level at* c~cr~tes tested "Pump on" level. J.a¢''''''''~ "Pump off" lev~ePat E, SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO; Septic/holding tank on lot Absorption field on lot / ~ / '/' Public sewer main .~,'~ Sewer/septic service line 2. '~' // On adjacent lots I ¢~ z'f On adjacent lots / d~'¢/¢ Public sewer manhole/cleanout ./["/// Lift station ,'~/-// SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation Z~ / Property line Absorption field ~ Water main/service line '~-~; /''/ Surface water/drainage / ~/'¢' Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1~'/~ / '~' Building foundation ~ ~ / '/ Water main/service line Surface water / 67"~' /~'- Driveway, parking/vehicle storage area ~O Curtain drain W¢¢?¢_ //-.~.,~¢v/,/ Wells on adjacent lots / ~ ""~' F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal records..~ in conformance with M(.~A I-JAA guidelines in effect on this date. Sign at u re ,~, .~.._ ..~.~--¢(-,..~ Engineer's Name are Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3196)* o 0 N MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AU'I~HORITY APPROVAL FOR A SINGLE FAMILY DWELLING O1~'-5L¢/~_- O~ ¼ HAA# ~_~,{"~o~0~(-)(-~ /'-'"~ 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner Mailing address Lending agency //,-,LOC A4 ~.~..[ Day phone Day phone Mailing address Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: -~ TYPE OF WATER SUPPLY: Individual well ~' Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my inves_ti_gation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. NameofFirm A-'(~/.~./ ,A,/. ~-~_~f-¢~,.~, ,~.~. Phone Engineer's signature . ~,/~, ,,~(~ ~/"~~/'>~,-~'//~' Date 2-///// DHHS SIGNATURE '~' Approved for 3 Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-0~5 (Rev, 1/91) Back MOA I¢21 :'~MENTAL SERViCE,S DIViLi Municipality of Anchorage FEB DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 ° (907) 34 Health Authority Approval Checklist Legal Description: ~o ~/ ,--5- ~5'~/~ ~ ./v ~ ~-c-t~J~_ Parcel I.D.: ~/.fi_ ~ q ;z -- Cq A. WELL DATA Well type //,--z ~ Log present (Y/N) '7 Total depth ~. c' / / Sanitary seal (Y/N) y If A, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to ~-~ / ~ FROM WELL LOG Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform ~ Nitrate C>. Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed ~' -~ t -'7 ~ ,~ / Tank size / ,~ .~-O Number of Compartments 2_ Cleanouts (Y/N) Foundation cleanout (Y/N) 7 Depression (Y/N) Ax/ High water alarm (Y/N) Date of Pumping ~-;/~ ? Pumper C. ABSORPTION FIELD DATA Date installed ~- /6'- [ t ~Length /~ q/ ~ Width Effective absorption area /g72~ R Date of adequacy test ;z - '7.~ q ~ Fluid depth in absorption field before test (in,); Fluid depth ! 5 ~ (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* Soil rating (g.p.d./ft2 or ft2/bdrm) 2_ '7 5' ¢ System type ~7z~%~, Gravel thickness below pipe ~; ? Total depth / (Y/N) '~' Depression over field (Y/N) Monitoring Tube present ~ Results (Pass/Fail) For ~ '~ ! ~ ~ Immediately after ~r~gal. water added (in.): / 4-'-/-~ Absorption rate = ~ ~-c~ .g.p.d. bedrooms If yes, give date D. LIFT STATION Date installed Manhole/Access (Y/N) ~ ~igh w~ ~in gallons "Pump on" level at* "Pu~ *Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation 2.~ / Property line ~--~ ) ~ Absorption field Water main/service line ~'~ / '~- Surface water/drainage / ~ ~ -/- Wells on adjacent lots / fro f'~ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line / ~) ~ -r Building foundation ~ J -] Water main/service line Surface water / ~'~o ~ d- Driveway, parking/vehicle storage area '~-~ f '+ Curtain drain /~!o ~ ~--/~.-~ .¢-'-w__ Wells on adjacent lots / ~;~ F. ENGINEER'S CERTIFICATION I certify that lhave determined thru field inspections and review of Municipal record.,,.~e~~.s~tems are in confo~ance with MO~ H~ guidelines in effect on this date. ~ ~.. · '. ·. ~ ,~ ? ~ ,. ~,~.,~ '.-~ ~ Signatur O IH ~ ~, H~Fee $ ~ ~' ~ Waiver FeeS Date of Payment ~//f {~ Date of Payment Receipt Number ~ 0 / ~ ~ ~D ~ ~ecoipt ~um~or 72-026 (Rev. 3/96)* February 10, 1998 ~,~r:ixiTAL SERVICES DIVIS, FEB 9911 ECEIVED Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot 5, Bubblin9 Brook S/D Gentlemen: On January 13, 1998, an adequacy and well flow were attempted on the above property. Unfortunately we were unable to locate the monitorin9 tube at the end of the trench and so the testin~ was postponed. Subsequent to that an attempt was made to excavate the monitorin~ tube usin~ the Municipality inspection report form as a ~uide to its location. This attempt was fruitless. On January 31, 1998, the line just beyond the septic tank was excavated and a new cleanout was installed which sweeps towards the field. At the same time a camera was used to locate the end of the trench. At a point approximately 49 feet past the tank the line appeared to be plugged. Further excavation at this point revealed the line was indeed plu~ed. A portion of the lateral was replaced, two reverse sweep cleanouts were added, and a new monitoring tube was installed. We were not able to install the monitorin~ tube to the total depth of the rock below the lateral; instead it is installed approximately 92 inches below ~round level. The lateral line at this point is 54 inches below ground level. We also found that approximately two feet of 9ravel below the lateral were clean and above effluent level. After cleaning we were able to follow the line an additional 20 feet. This information supports the contention that the inspection report is misleading, and that only 64 feet of trench were actually installed. I trust this information will clarify any apparent inconsistency in monitoring tube and cleanout depths shown on the worksheet. Michael N. Anderson, P. E. Attach. Ddt6 . _ (Date Date , Inspector Ir~spector Inspector ~mments Conditional Approval ~ Date Sewer Installed ~-~ v'-- '~ Permit No. Septic Tank Size / ~ ~ f Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY Prope~y Owner ~ ~ ~' ~~ Phone Buyer ~ ~~ Phone Realty Co. & Agent ....... : Address ~ ~ Street Lo,ariD. ~ ~ ~ Type p~esidence ~ Single Family ~ Multiple Family No. of Bedrooms ~ Other Wate[ ~ply ~lndividual A~ACH WELL LOG. A well log is required for all wells drilled since June ~ Community 1975. For wells drilled prior to that date, give well depth (attach log if ~ Public Utilit~ available.~ Sew~g~isposal . ~ Individual Year Individual Installed: ~ - ~ ~ ~ Public Utility When Connected to Public Utility: ~ Holdin~ Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.