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HomeMy WebLinkAboutGINAMI HILLS LT 7DGinami Hills Lot 7D #015-461-33 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241325 Work Type: Septic Upgrade Tax Code Number: 01546133000 Site Legal Address: GINAMI HILLS LT 7D G:2741 Site Mailing Address: 8540 SULTANA DR, Anchorage Owner: HYLEN ALASKA COMMUNITY Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 10/21 /2024 10/21 /2025 53556 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing 4 Received By: �5 5 T`% F �' C_ Date: Issued By: �� Date: 'Z�i Z Y rrii MUNICIPALITY OF 4 , Development Services Department On -Site Water & Wastewater Section - ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-461-33 Property owner(s) MARK & HOLLY HYLEN TRUST... Day phone Mailing address 8540 SULTANA DRIVE, ANCHORAGE, AK 99516 Site address 8540 SULTANA DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) GINAMI HILLS LOT 7D Legal description (Township, Range & Section) Lot Size 53,556 Sq. Ft. Number of Bedrooms 4 Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) x❑ (w/wo ADU) Septic Tank M Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: * 961S Date of Payment: 9����`-( Receipt Number: 1 5 I G I Permit No. D.S P2'-k 13 Z5 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! September 30, 2024 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: GINAMI HILLS LOT 7D The IDSF septic system has been found failed and will be completely decommissioned. Per the owner, we request a septic permit to upgrade the existing septic system on the above referenced lot. We propose to remove all biomat material & replace the existing absorption field along with raising it by 0.5’ combined with an Advantex system to serve the existing 5-bedroom residence per the attached design. The design is based on the MOA record documents including the testhole data. Per TH#1 performed by Alaska Water & Wastewater Jeffery A. Garness, PE, groundwater was observed at 8’ on June 18, 1998. The existing slopes are 10-15% at the proposed upgrade location. The lot and area are served by private water with no known private wells within 50’ of the proposed septic system. Based on visual observations and review of available information, the design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241325, Curtis Townsend, 10/21/24 FIRST WATER CONSULTING GINAMI HILLS LOT 7D DESIGN CALCS: NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. NOTES: STAKE PROPERTY LINE, ESMTS & WELL RADII PRIOR TO CONSTRUCTION. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241325, Curtis Townsend, 10/21/24 FIRST WATER CONSULTING DESIGN DETAILS: GINAMI HILLS LOT 7D Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241325, Curtis Townsend, 10/21/24 r MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 27 Day of S ke✓r" b c✓ of 20_L�( , by and between j-� ,j 2v-, , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants percussion to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description) AN ADVANTEX SYSTEM GINAMI HILLS LOT 7D 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. JpA Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. V&A_ Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. oMy Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 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. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: (signature) Date: .qe v, i4l x tic (print name) STATE OF ALASKA )ss. THIRD JUDICIAL DISTRICT The foregoing instrument was acknowledged before me this _ day of 29_, by NOTARY PUBLIC FOR ALASKA My Commission expires: MUNICIIPMAL11y: 2 By: (signature) Date: (Print name) Title: C,( (rev. 05/18/2018) jurat. /Ac' ho' V-S . 0 11 2- 0 zo Z- 4 Page 3 of 3 CALIFORNIA ACKNOWLEDGMENT CERTIFICATE A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State Of: California County Of: (ontyQ cos ea On bq 12 4 , 2024 before me, V. Sukhadia, Notary Public, personally appeared, who proved to me on the basis of satisfactory evidence to be the person(e) whose name() is/a X subscribed to the within instrument and acknowledged to me that s�k/he/th,ey executed the same in h�f/his/therr authorized capacity(iet), and that by Vr/his/th)er signature(o on the instrument the person, or the entity upon behalf of which the personal acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ..., a SuKHwu► COMM. # 2496992 c. (A NOTARY PUBLIC-CALIFORNIA > d SANTA CLARA COUNTY MY COMMISSION EXPIRES i AUG. 08. 2026 Signature: V. Sukhadia Seal l iuniGq>C, i /'Ir'iwt0yct tgdv YItec W6,. Cwcde-y Title of Document: %?-tCA-4 s evif Su94m I`in.;(qjtnon cr an �itra r a�4 YCtmPrL� Total Number of Pages: U Notary Commission Expiration Date: 08108/2028 Notary Commission Number: #2496992 Js,j , 129 11:1+;a .ikncIlwage VVell Yic r'Url iO -bEll ,1U /L4:11(j 14", P. -! Well Drilling Perwit Number. Parcel Identifica licit Number: Ugal Description 6l n arn � i S L'7h Pump Installation Dare. Pump Intake Depth Below Top of Wiffl CaMag::z 9) Ccet Punip Nhin-ffnerti-rer's Nnzav: A� - M PLI-Aup Model: 44- Z'4 I VOV-2, Pump Size I hp Pitless Adapter Burial Depth. t' 'f fret ritIC&S Adapter Minufacturcr's -.Nawt: Pitless Adapter Installer: Well Disinfected Upcia Corriple!ion? Y4e., F; No Method of Disinfevtimi: Comments. t1, Pump Installer Name: Date of Issue - Property Owner Name & Address: A0, V41 Attention: The Pu-cLjjjinstailer -yovide a p :r:)p installation log to the DSD within 0 days ofpun-,p installation. otcr r '-'Eramn 47,00 ManSEgich echo rcge, A,< 9-1115,37 Mayor Pup Installation ation Log Well Drilling Perwit Number. Parcel Identifica licit Number: Ugal Description 6l n arn � i S L'7h Pump Installation Dare. Pump Intake Depth Below Top of Wiffl CaMag::z 9) Ccet Punip Nhin-ffnerti-rer's Nnzav: A� - M PLI-Aup Model: 44- Z'4 I VOV-2, Pump Size I hp Pitless Adapter Burial Depth. t' 'f fret ritIC&S Adapter Minufacturcr's -.Nawt: Pitless Adapter Installer: Well Disinfected Upcia Corriple!ion? Y4e., F; No Method of Disinfevtimi: Comments. t1, Pump Installer Name: Date of Issue - Property Owner Name & Address: A0, V41 Attention: The Pu-cLjjjinstailer -yovide a p :r:)p installation log to the DSD within 0 days ofpun-,p installation. Municipality of Anchorage Page 1 of.~__~ 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:. SW990181 PID Number:. 015--461--35 Name:JOHN CARMEN Wastewater System: · New [] Upgrade 32o~ c STREET, SUITE 105 ABSORPTION FIELD Ph°ne:(907) 762--5890 5 mDeep Trench m Shallow Trench ·Bed rlMound BOther* LEGAL DESCRIPTION 2 ~/s~.r~ 5.29 - 5~18 7D - GINAMI HILLS 2.81 - 4.16 ~ .26 F~ - - - 1.34 - 4.58 r~ 34' WELL: · New [] Upgrade 12 .~ 4 2.5 PRIVATE 285 a 15 F~ 408 m. F~ 810 SCH 40 PVC ALPINE DRILLING 7/18/99 27 ~ SANDERS AND SANDERS 8/6/99 ~: "~' ~ "' I~" "~ ~" ~""~: TANK 10 eP~ UNKNOWN F~ 2 SEPARATION DISTANCES [] Septic [] Holding · S.T.F.P. To Septic Ab~.~er~dflonLift Holding ~ub~t=/Pd~ /4nuf¢~url~. C, uv~.~ In Tank b"~ation Tank ~ u.- ANCHORAGE TANK 2000 Well 100'+ 100'+ 100'+ - 25'+ STEEL 2 Surface 100'+ 100'+ 100'+ - - LIFT STATION Water Lot 5'+ 10'+ 5'+ - - 2000I ANCHORAGE TANK Foundation 5'+ 10'+ 5'+ - - - TIMER A,CTIVATED---'- 45" Drain N(~NE KNOWI 20 OSl 05 M.O.A. BENCH MARK TOP OF MANHOLE LID. I~'"""~ ~'~" 105.16 Inspections performed by: AWWC, INC. Dates: 1st 8/5/99 "1 2nd s/0/99 ~ .... i ' '- '~' '''?* Department of Health and Human Services approval ,[~,,.....H ......... .,o~.~ Reviewed and approved by: -'//---/~' -/~//.x/~'-'-L'~Date:/'/°-e° ~""~ .... °~'~ ~v~?~s'f: A S - B U I LTD R AWl N G Fco ~ ~ - ~T~ 30.0 2~.$ ~ ~T~ - ~¢.7 ~.~ / ~AS~ WATER ~ WASTEWATER CONS~T~S, ~C. ~ OF~ 61NA~I HILLS SUBDIVISION; LOT 7D - ,s-~u~LT OF S~PT~C SYSTm UP~R*~ >~ .. Z:~.~....:....~ JOHN CARUEN (907) 762-5890 PERMIT NUMBeR: AS BUILT DRA~NG PARCEL ID NUMBER: SW990181 - 015-461-.3.3 FIhlFI. ~ ~W 2000 ~bON Mf Mf ~AS~ WA~R ~ WAS~WA~R CONS~T~S, ~C. 6901 DEBARR ROAD SUITE 2B, ~CHO~GE, ~ 99504 ~q'"~ ~X ~h PHONE: (907) 337-6179/F~: (907) 338-32~8 ~ ..'~ / JOHN CARMEN 762-5890 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2-B ~ Anchorage ~ Alaska 99504 Phone (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers October 25, 1999 Larry McBain c/o Homestate Mortgage 3201 C Street, Suite 105 Anchorage, Alaska 99503 Attn: John Carmen Subject: Buried wires fi'om Lift Station to the House De~Mr. McBain: Based upon my recollection of the septic system installation, the wires t~om the lift station to the residence were laid in the same trench as the sewer service line. The sewer service line is buried greater than 3 feet. If 'ou have any questions, please contact me at 337-6179. Sincerely, ~.~/ Jp;~dy/~i ,arnes"s;-g~.,M.S. OCT 20 1999 11 13AM HOMESTATE MORTGAGE MU.~ ~.i/i i~ SULTANA DRIVE / . ~ ~ ,, ~ ' ~'""~'~'"7 ...... ~'"' S 89'55'13" W 16500' (r~c) ~ S 89'40'06" W 165.30' (meos) HUFFMAN ROAD 99-L-275B~,,~.,4~ I ~.~, GINAMI HILLS ~UBD FROM : CHARLENE CARMAN JACK WHITE RE PHONE NO. : 90?3480666 Nov. 19 1999 01:26PM Pi LOT.:. 7D' /~oc~g~ EARLY .AM PplO~'~ #I:"' 929-7862 1~I02~ P,.. 44-1:-0723 [] C.O. ~Trove. d- ~ C.C.O, approved.(zomr,~ents'bd°w)' Municipality of Anchorage Department of Health and Human Services Permit Number: #$W Og0fSf Date ofIisue: 7-0S4}~ Date Started: ~ Da~ Comple~ L~I D~ripfio~~' ' a ~inami Hi/la L' ' - Ot 7D P~per~ Owner Nmm~ & 3201 C ~t~et, Su~o 105 Anchor~p Ak Borehole D~: Depth (~) St/ak. up 0 2 ' Gravelly silt 2 4 Weathered rock 4 S Bodmok 8 285 H20 250 285 Parcel Identification Number: 0t5,46t,33 Is well lo~atcd at approceA p~rmi~ locadon?]~ Y"Y-'~L'~ No . Method of Drilling [] nit rotary [] cable tool Ca~lng ~p~,.~ s~ Wall Thickaess: L~5. ineh~$ Liner Type: Diameter:_ inches Depth: ~ feet Caalag atleknp above grmmd: ~ Ret 5ta¢i~ water level (fr~m ground leve~): Puraping level: 285 :~et a.~er Well Intake Ol~ning Type: [] S~e~lled $tta, rt, feet ~topped ~ feet ~ P,flotations 8~ ~et Stopped~ feet Grout Type: be_~tonit_e. Vnlume: Depth: ~t~r~_O feet S~epped Pu~: Inta~ Oepih~' :'. feet Well Di~in~ed Upon Completion? M~od of Disinfect/om Commea~: Wall Driller: Alpine. D~lling p.O, Attention: The we~dm~,~i~a well log to the property owner,w~ ~0-4a~s of completion and the property 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 / WATER SUPPLY PERMIT Initial Date Issued: Jul 08, 1999 Expiration Date: Jul 07, 2000 Permit Number: SW990181 Legal Description: GINAMI HILLS LT 7D Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: John Carmen Owner Address: %3201 C Street, Suite 105 Anchorage, AK 99503- Parcel ID: 015-461-33 Site Address: Lot Size: 53556 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN INTERMITTENT DOSING SAND FILTER WASTEWATER DISPOSAL SYSTEM. THE ATTACHED PROPERTY OWNER MAINTENANCE AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. Received By: ~ ~[/~ - Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B ~ Anchorage ~ Alaska 99504 (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers June 30, 1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Lot 7D, Ginami Hills Subdivision (Bottomless Intermittent Sand Filter - ISF) To whom it may concern: The proposed 5 bedroom house will be served by an onsite septic system and a private well. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: As can be seen from the soils logs and the topography site plan, there are several site constraints which limit the area to install septic system. Due to the poor soils condition, the presence of groundwater, and the steep slopes on the upper portion of the lot; we propose that a bottomless Intermittent Sand Filter (ISF) system be installed. 2. SOILS: On June 10, 1998, two test holes were excavated and a percolation tests were performed. The soils below the organic and fill layers is a ML material with GM lenses to a depth of 13 feet (bottom of both test holes). Ground water was encountered at a depth of 12 feet at the time o£ excavation in TH#1 and was found to be at 8 feet eight days later. No groundwater was encountered be in TH#2. In TH#l, a percolation test was performed between 5.5 feet to 6.0 feet, and determined the rate to be at 60 minute/inch. In TH#2, two pemolation test were performed; one between 2.5 feet to 3.0 feet and one between 5.5 feet to 6.0 feet. The percolation rates were 34 minutes/inch and 120+ minutes/inch. 3. TRENCH DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 34 & 60 minutes/inch b. Allowable Application Rate for ISF: 2 gallons/day/ft2 c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 375 ft2 f. Effective Depth below pressure pipes: 3 inches g. Width: 12 feet h. Length: 32 feet. i. Effective absorption area = 384 ft2 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 feet (maximum), 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 4. SURFACE WATERS: There is no surface water within 100' of the proposed septic system. 5. TOPOGRAPHY: As can be seen on the attached topography site plan, the slopes in the area of the proposed septic system area are supposedly 20-25 percent slope. A significant amount of re-grading has been done in this area since the M.O.A. topo maps were developed (late 1970's) and the area for the proposed ISF's is now generally flat. Clinometer shots were also taken downhill of the proposed septic upgrade area and found to be between 15-20% slope. All effort will be made to insure no cutbanks are created below the proposed ISF system during construction. There is a cutbank to the west/northwest of the proposed reserve ISF site that is going to be filled with excess material excavated from the proposed foundation so as to create a 25 percent or less slope. 6. 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.). 7. CLOSING: I am open to any suggestions fi:om 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 me at 337-6179. Thank you ur assistance. o Jeff~y/A./G]rarness, P.E., M.S. President LOT 2, BLOCK 1 DENALI VIEW LOT 7B LOT 1A1 LOFTY HEIGHTS LO~. 3. BLOCK 1 DEi~A~LI VIEW S/D LOT 7C LOT 4. BLOCK 1 DENALI VIEW S/D UPPER HUFFMAN ROAD ~'~/ LOT 2A // LOF"[Y HEIGHTS LOT 5. BLOCK 1 DENAU VIEW S/B SULTANA DRIVE LOT 1, BLOCK 1 DENAU VIEW S/D / / / / LOT 2, BLOCK 1 DENALI VIEW S/D \ \ \ / / / / LOT 1, BLOCK 2 TOWER ESTATES ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-617g/FAX: (907) 338-3246 DESCRIPTION: GINAMI HILLS SUBDIVISION: LOT 7D, OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM (ISF) FOR: PHONE NUMBER: JOHN CARMEN (907) 762-5890 DATE: PAGE: 7/2/99 1 = 100' 1 OF 3 DRAWN BY: K.D.W./J.L.M. :-7953 ..' -- --.Z~ THE AIR CDHPRE$SDE SHALL ~E LDCATED WITHIN THE X~ / / THE CONTRDL PANEL FDR THE STEP ~AS~ WATER ~ WASTEWATER CONS~T~S, ~C. DESCRIPTION: GINAMI HILLS SUBDIVISION; LOT 7D 762-5890 JOHN CARMEN (907) DATE:7/2/99 K.D.W./J.L,M. 1 = 40' 2 OF 3 ~A~,rofess~o ~/4" PlA, ~H, 40 ?VC I.Alg~J.5 (H~, ~1~1.~5, ANP FLLKaHINO ~10' ~9~' BOffOMLgS~ I~. / ?l?lNfi P~fiNgP BY OI~NCO ANP / ~9~PI. JgP BY ANCq'iOF.,~ · I I/4" PlA, ~ 40 HP?~ ~- 4" PlA, MONII'ORINfi 11~g Af PlF~AI~:~g LINg FROM ¢Ok~',lgR, P~I~OPAI~P ~I'W~N fOP 9~P lANK ANP MANIP~P of 9AN/g/~!P P151~IBLff10N PIPg INV~. (PRII.I. I/4 INCH PlA PLAN VIEW FLLI¢HING VR..~5X~ (W]IH PRO/~CfI~ (~X1~NP ABOV~ 9/4" ?VC LAI~R,N.'. MC /--FINAl. d,~NY¢ Mf / 1 2' MIN, Of= COVER 6" LAYER Of 9/8" PgA ~RA~L Wiff111~ F~C LAI~F,/¢.5 IA!RlgP MIPWAY IN 11~ 5fleAll,IM, (dF-.AV~L ¢gbow PlPg ~ 9il+ ) 2 P~fM1N, OPFII AIR LINg I~" ~LOW fof Of 5Ai',D PROFILE VIEW . 4' MIN, 1'0 ~ROLN!:~VAI~R ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD SUITE 2B, ANCHORAGE, AK 99504 PHONE: (907) 357-6179/FAX: (907) 338-5246 LEGAL DESCRIPTION: GINAMI HILLS SUBDIVISION; LOT 7D ~PE OF WORK: BOTTOMLESS SAND FILTER (ISF) DETAIL AND PROFILE PREPARED FOR; PHONE NUMBER: JOHN CARMEN 762-5890 )ATE: DRAWN BY: N.T.S. .3 OF $ 6/29/99 J K.D.W./J.L.M.jso^ : j PAOE: Of IN~IJ.AllON OEIQIN/¢ dRAP~ ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~ OF / PHONE (907) 337-6179 * F~ (907) aa~-824~ ~ ~ ........ :~ PERFORMED FOR: JOHN CAEUEN ~~~;~.~...~ DATE PERFORMED: 6/10/98 ~[[~3 .." '~;r o fesgtoO ~ (f ORGANICS s s SIZE W/ G~ LENSES DEPTH TO DATE P~O~OS~ ~ ~ ' ;ROUNDWATEF SY~EM a' - 6118198 9.5' 6/23/98 PROPOSEO ~ ~ ] BEDROOM / It PROPOSED J 11 DATE READING CLOCK NET T}NE WATER LEVEL NET DROP TINE (NINUTES) READING ONCHES) 12 6/11/98 - BEGAN PRESOAK AT 10:30 ~.m. 13 ~ I 2 4:00 30 M~N. 6 1/2" 1/2" 16 17 18 19 PERCOLATION RATE 60 (HIN./INCH) PERC. HOLE DIA. 6" (INCHES) 20 TEST RUN BETWEEN 5.5 FT. A.,~ 6.0 FT. PERFOMED BY A~S~ WATER & W~T~ATER I, ~~'( ~ DATE. DATE: 41~¢leq '' ~ DEPTH TO DATE 3ROUNDWATEF 12' 6/10/98 a' 6/18/96 9.5' ~6/23/98 AI_,ASIfd[ WATER & WASTF_,WA'I't_,R CONSULTAIN~rs, INC. PHONE (907) 337-6179 * FAX (907) 338-3246 ~''"'~" LEGAL DESCRIPTION: OINAMI HILLS SUBDIVISION; LOT 7D,~'-'"i~.~..~.'.'~' ....... PERFORMED FOR: JOHN CARMEN .... DATE PERFORMED: 6/10/98 .", I TEST HOLE #2l ~EPT~ ~1 2 2~ORGAN~CS C S SITE PL~,N] ~ ~ ./ ~ALTERNATE Sl~ ~ SP ; CH DEPTH TO DATE PROPOSED SROUNDWATER , SEPTIC ~ g W/ GH LENSES IIIIIIIIII lo m 11 DATE READING CLOCK NET T)HE WATER LEVEL NET DROP TiME (MINUTES) READmNG (iNCHES) 12 6/11/96 - PERC E[NCH ~1 A~ 2,5'-&0' / B G~ PRESO~ A 11:00 a,m, 6/11/9E 1 3:30 ~ 6" 13 2 ~:00 30 MIN. 5 1/8" 7/8" 5 4:05 6" l¢ ~ ~ --~ 4:a5 _ ~0 ~mN. ~_l/a" 7/~" 15 6/11/98 - P[RC EENCH ~2 A1 5-~5'-6.0' /_ B:G~ PRESO~ ~ 11:~ ~,m. 16 6/11/9_ 8 1 __3:00 _  2 3:30 30 MIN. 9" O" 17 3 4:00 ~ 30 MIN. 9" O" 18 ~ -- 19 PERCOLATION RATE (ll)~/(IA)IAO++ (HIN./INCH) PERC. HOLE DIA. 6" ONCHES) 20 TEST RUN BETWEEN (~1) 2,5-~,0 F~ 2) 5,5-6,0 FT. COHHENTS: ~ ~/ /// ' PE~F~? aY A~s¢ ~ATE~ · W~T~AT[~ ~. ~¢~M ~ . CE~T~ THAT THIS wA5 PERFOE~D IN ACCORDANCE WITH ALL SIAT~ UNI~ GUIDELINES IN EFFECT ON THIS ,AT~. DATE: ~ [~/?~ / t '~ DEPTH TO DATE SROUNDWATER DRY 6/10/98_ DRY 6/18/9_ 8 DRY 6/23/98 AI~VC, Inc., June 1999 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B ~ Anchorage -Alaska 99504 Phone (907) 337-6179 -Fax (907) 338-3246 Onsite Wastewater Disposal System Standard Construction Specifications I. REFERENCE PROPERTY: Ginami Hills Subdivision; Lot 7D, II. DEFINITIONS: 1. Property owner: The legal property owner or his/her representative. 2. Engineer: Alaska Water & Wastewater Consultants, Inc. or AWWC, Inc. 3. Contractor: The company hired by the property owner to install the septic system. 4. DHHS: Municipality of Anchorage, Department of Health & Human Services 5. M.O.A.: Municipality of Anchorage, Department of Health & Human Se~wices III. RESPONSIBILITIES: · Property Owner Responsibilities: 1. The property, owner shall contract with the contractor to perform the work outlined in these specifications and plans, in accordance with the attached DHHS permit. There is no contractual relationship between the contractor and the engineer. The engineer shall inspect the work as, required by DHHS to document the installation. Final acceptance of the contractor's work rests with the owner and the DHHS. 2. This well and/or septic system design is for a single family residence only. The homeowner is responsible for notifying the engineer if the residence is used as a duplex, business, or multi-family dwelling. In such cases, the installation permit must be obtained from the State of Alaska, Department of Environmental Conservation. 3. The validity of the design site plan is limited by the accuracy of the as-built survey provided to the engineer by the property owner or his/her representative~ The property owner shall notify the engineer regarding any known inaccuracies associated with the as-built survey. The engineer assumes no responsibility for the accuracy of the survey. 4. The property owner is responsible for notifying the engineer of any unplatted easements, not shown on the as-built survey, which the new well or septic system may encroach into. 5. The property owner shall notify the engineer of any seasonal groundwater or surface water runoff conditions, known to him/her, which could potentially effect the operation of the'septic system. The proposed septic system must be at least 100 feet from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DHHS. 6. The property owner is responsible for notifying the engineer if, to his/her knowledge, any of the adjacent properties are used as a duplex, business, or multifamily dwelling. The new septic tank and leachfield must be at least 100 feet from any private well, 150 feet from any class "C" well, and 200 feet fi'om any community well, unless appropriate waivers are obtained. 7. The property owner and/or his contractor shall report to the engineer any observed condition which would put the septic system in violation of State or Municipal regulations. 1 of 4 AWWC, Inc., June 1999 8. Unless specifically agreed upon otherwise, the proper~ owner is responsible for £mal grading of the areas which settle after construction. Prior to awarding the contract, the homeowner should communicate to the contractor any expectations regarding, but not limited to, post construction site clean-up, re-landscaping, and restoration of any asphalt, fences, trees, decks, ect. that are effected by the construction. If the property is being sold, the property owner shall ensure that the aforementioned items are addressed with the buyer, and, if the work is to be completed after the sale of the property, that necessary funds are escrowed to fund the completion of the work. 9. If the property owner intends to install the septic system he/she must first have obtained approval from the Municipality of Anchorage, DHHS (343-4744). Homeowner installations typically require more time for engineer inspections. The homeowner should discuss the additional costs, associated with such inspections, with the engineer, prior to starting the project. 10. The property owner is responsible for payment of all the engineer inspection charges, q~ne number of inspections will vary depending on the actual field conditions encountered and the construction methods used. · Contractor Responsibilities: 1. The contractor is responsible for locating all buried utilities, easements, property lines, and surface waters; and shall ensure that ail setbacks are flagged by a registered land surveyor prior to construction. 2. Construction shall be in accordance with the approved site plan and design drawings, and any special provisions noted on the municipal sewer pel~xfit. The contractor is responsible for notifying the engineer of any discrepancies noted on the design plans or drawings, prior to starting work. The installation, materials, and workmanship shall comply with all applicable State & Municipal regulations. 3. The contractor is responsible for field verifying the separation distances to all adjacent wells and septic systems, shown on the design drawings, prior to starting construction. Any encroachments that would effect the installation, for which waivers do not exist, should immediately be brought to the attention of the engineer. 4. Ensure that ail materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. This includes, but is* not limited to, the following: a. Drainrock b. Sand filter material for conventional beds, trenches, or mound systems. c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF). d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters. It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring that the materials delivered meet the MOA requirements. 5. The contractor shall ensure that the septic tank, lift station, or holding tank purchased has a burial depth rating suitable for the actual installation. 6. Notify the engineer at least 24 hours prior to starting construction. If deemed necessary, a preconstmction site visit shall take place. The contractor shall coordinate with the engineer any inspections which will be required during weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner may incur additional charges for inspections which do not occur during normal business hours. It is the contractor's responsibility to notify the engineer a least 2 hours prior to any inspection. 7. The contractor shall report to tho engineer any observed condition ;vhich would put the septic system in violation of State or Municipal regulations. 2 of 4 A~FWC, Inc., June 1999 8. Any remaining test hole excavations shall be filled and mounded. Unless instructed otherwise by the engineer, the old test hole groundwater monitoring pipes shall be removed. 9. The contractor is responsible for final grading so as to ensure that surface runoff does not adversely effect the septic system constructed, adjacent septic systems, or adjacent stmctt~res. 10. The contractor is responsible for obtaining approval from the property owner for any additional construction costs associated with design modifications or changing field conditions, prior to doing the work. · Engineer Responsibilities: 1. The engineer is responsible for inspecting the installation of the septic system and preparing as-built documentation, to the satisfaction of the M.O.A.. Inspections are performed as necessary to document the construction of the system to the satisfaction of the M.O.A. In all cases, the following inspections shall be perfmaned: * The bottom of all trench/bed excavation * Top of sand on all sand filters * Top of drainpipe * Septic tank, or lift station, or holding tank prior to backfill * Placement of filter fabric and insulation * After f~mal grading is completed Additional inspections may be required depending on the construction methods used by the contractor and the type of system being installed. 2. The inspecting engineer has no direct authority over the contractors activities or construction practices. Should the engineer identify conditions which dictate a design change, he or she may recommend that work be stopped,, and/or the design be modified. If design modifications are necessary, the engineer shall notify the property owner or his/her representative. 3. The engineer shall inspect the condition of the existing septic tank and determining its suitability for re-use. If the engineer determines the septic tank to be stt-acturally unsound, it must be replaced. IV. CONSTRUCTION GUIDELINES: · General Construction shall be in accordance ~vith the approved site plan and design drawings, and any special provisions noted on the municipal well and/or sewer peimit. All materials, components, and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as DHHS policies. The failure of the inspecting engineer to notice a material or construction non-compliance does not relieve the contractor of his/her responsibility to correct such a deficiency. · Septic Tank, Holding Tank, or Lift Station Installation: 1. The burial rating of the tank shall be adequate for the actual burial depth encountered. 2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the tank shall extend a minimum of 12 inches above £mal grade. 4. Tanks installed with less than 4 feet of cover shall be insulated. 3 of 4 AWWC, Inc., June 1999 5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4" per foot, unless prior approval is obtained from the engineer. 6. The inlet and outlet lines from the tank shall be bedded in drainrock or the soil shall be adequately compacted to prevent future settlement of the soil. 7. A foundation clean-out will be installed, 1-4 feet from the house, if one does not currently exist. 8. Post tank clean-outs shall be installed per MOA requirements. Does not apply to holding tanks or lift stations with pressurized lines. 9. All tanks shall be anchored to resist buoyancy forces in high groundwater areas. This applies when there is not adequate soil cover to resist buoyancy forces. Engineer shall make this determination. 10. The f'mal soil cover shall be graded so that there is positive th'ainage away from tank. 11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence. 12. All lift stations shall be wired in compliance with ali MOA guidelines and the Uniform Electrical Code. 13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code (UPC). The contractor is solely responsible for the abandonment procedure. · Installation of Conventional Absorption Bed & Trenches: 1. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level (2 inch maximum variation between high and low spots). If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter sand or draim'ock. 2. The trench or bed should be at least 5 feet from the test hole excavation. 3. All soil tests and excavation depths are advisory to the design and am to be verified in the field by the engineer. If design changes are necessary, and the changes effect the contractor charges to the property owner, the contractor shall obtain approval from the property owner prior to proceeding with the work. 4. Once the drainrock is installed, the distribution pipe is to be placed level (0.02 feet differeuce between high and low shots) with the perforations faced downward. Drainrock is then to be placed over the distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be pyramided over the drainpipe but shall be the same elevation over the entire trench/bed width. 5. A silt barrier must be installed between the final drainrock layer and the native soil backfill. The silt barrier shall cover the entire drainrock surface. 6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the drainrock shall be perforated from the bottom of the trench/bed to the invert of the distribution pipe. 7. Backfill over the fmal draimock layer must not be less than 2 feet. Insulation mnst be installed when the backfill depth is less than 3 feet. The insulation shall cover the entire width of the trenctffbed, the contractor shall "shoot" the f'mal grades to ensure cover depth is adequate, prior to notifying the engineer that the work is complete. The f'mal cover over the drainfield must graded so that them is no potential for water to pond over the trench/drainfield. 4 of 4 FROM ALASKA ~ATER & WASTE~ATER PHONE HO. : 907338~24G Jul. 08 1999 08:28AM P2 ~ROPF_~TY OWNER AGREEM~-NT FOR ~ MArNTENANCE OF AN ON..Sr~E W.~TEWATER SYSTE~ This agr~m~ is m_-a_- for ~h¢ purpose of maintaining an.on-~it~ wa.stewart disposal -,yst~m on ~ aubj~x property. The property owne~, agree to ~ following: Submit to the Municipality of A~choragc, on an a~uual basis, au inspection ~ operation s~ammem firom a regiz~er~d professional en~,ia~er. This iuspecdon ~-~ .. operation statement shall verify that the ~ngincer.has inspected all effluent z.ri air p-raps, timers, ~.d alara~, and that any deficiencies have been repair~l and fl~at the system is fu~ioniag as designed. (s~) DEF'RRTMENT ~,. HERLTH FIND EN',/IF.:ONMENTRL i .3TEF:TION ,...-._ "'L'" =,TF..EET., RNC:HORRGE., RI--:.'.'. 9950'1 ,.-:,~.-;. -.:,..-, - ~_,4-4, ~i~i~ ~-..IELL F~J"-.~[:, ,-,~'-.~--S I "-FL S'E~.-~ER F'E .F..'~"-I Ir T PERMIT N0. ,',:,.c,-' ....... I..I.-., ._ .') RPF'L I CRNT LOCFITI ON LEGRL D.G. SMITH BUILDERS LOT ?D GINRMI HILLS BO::.-'.' 4--1592 LOT SIZE T'¢F'E OF SOIL RBSORF'TION SYSTEM IS: TRENCH MRXIMUM NUMBEF.: 0F BEDF.'CZMS = 4 -4._- :~,' ,' .::'. 999'D99 SQURRE FEET -- - '¢~ ' ' - IS: THE REQUIRED SIZE OF THE ~FIIL HE,_,IJRFTIUN SYSTEM [:"EF'TH= ::L::L LE~-~NSTH= 5:5: BSRR%-"EL [:'EF"TH= 7 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND FIND THE BOTTOM OF THE EXCRVFITION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFFILL PIPE RND THE BOTTOM OF THE EXCFIVRTION (IN FEET). F-:F l_----! LI I F-:E[:, SEF'T 1' C: TRi'-,tI-::: S I ZE= 1-25 ~--':"~ ".SRL LCBP-,t'S PERMIT RPPLICRNT HId_-'~ THE RESPONSIBILITY TO INFORM THIS DEPFfRTMENT DURING THE '- ' I" ' '-' ' '1~1 ' ' ~ iNSTRLLRTION IN_-,FE_.TIUN_-, OF RNY NELL'"'] RDJRC:ENT TG THIS FF.'._FEF..T'r RN[:, THE NLME, ER OF RESIDENCES THRT THE WELL NILL SERVE. TI-tN], ,:: -z:.- ::. 1' I'-~tSF'EC:T 1' C~I'-.IS RF-:E F-:E N;_~ Li 1' BRCKFILLING OF RN"r' SYSTEM WITHOUT FINRL !NSF'EC:TION RN[:, IdFFRJ,,IdL- ' ' 'F','- BY THIS DEF'RRTMENT NILL BE SUB..TECT T0 PR_z, EUUTIUN.'A'- -' ' MINIMUM DiSTRNCE BETWEEN FI NELL RND RNY ON-SITE SEWRGE DISPOSFIL SYSTEM IS ±00 FEET FOR R PRIVRTE WELL OR ±50 TO 200 FEET FROM R PUBLIC NELL DEPENDING UPON THE TYPE OF PUBLIC NELL. MINIMUM DISTRNCE FROM FI PRIVRTE NELL TO FI PRIVFITE SEWER LINE IS 25 FEET FIND TO R COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ~0 DRYS OF THE NELL COMPLETION. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE FIVFIILRBLE TO INSURE PROPER INSTRLLRTION. I CERTIFY THFIT ~', Rd,,F-¥ L~- ' ~! ~1 '=' ' "- RS CRfH ~.,. ~ ['l~I_:~IdLt~ REQUIREMENTS FOR I-,N-SITE _,EWEF.:=, RND NELL'-'] SET OF RNC:HORRGE 2: I WILL INSTFtLL THE SYSTEM IN FICCORE:,RNCE NITH THE CODES. 3:: t UNDERSTRND THFIT THE ON-SITE SEWER SYSTEM [dRY REQUIRE ENLRF.:GEMENT iF THE RESIDENCE IS REMODELED TO INCLUE:,E MORE THRN 4. BE[:,F.:i]F~MS. SI GNE[~ ~_=__~_ '_  %IC~.4T [:" G' SMITH BUIL[:,ERS I SSUE£:, B' '_ - ~ ._[:,FI -.- '¢4. 0 "",_ilL RHTIF.U '-'.'S6' FT,.'"BR)= '-'P- & ENGINEERS, INC. 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 9950-3 549 - 6561 .'-;()ILS LO(; P,5_RC(H. AII()N rESl I 2 3 4 5 6 7 8 9 10 1! 12 14 16 I? 18 19 2O COMMENTS PERFORMEO BY: SIT~: PLAN WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT JOHN "ERCO,_^T'ON RATE .,.~©.,,,,;.,.., ., ,., TEST RUN BETWEEN ~ FT AND . FT ~'o,'/Zo ~ Date Performed CASE ! ,c," ",_,scrirtion: Lo': ......... ]P Block .Subdivisi°n ~(v~ocA~" ;~!,. r,,.r-, Or,,',,~rtS .C..Oi)S I. oq ~' Percolation Test 7 floil Ch.~. racteris tics _I._LJ l I/-! 'I Was Ground Water Encountere¢?~r''~ I~ Yes,' At what Depth~ Date :W- "' ' Gross Time +ii nute Net Time I Denth to H20 I · I I ,. f ti ; i i,1 I Ne~ Dro.~i n,-nnose<l Installation: Seenaoe Pit _ .Drain Field ;:-.:C- '~,r~, nC Tn~n~ Denth T~F~Sottom Of Pit Or Trenc Para Certif'~ed Ry: ID Date: ....... ~ __._._,_. .~:', .- .~.¢ ~:.;' . . ~. .... -..-... ~ , Municipality of Anchorage Development Services Department Building Safety Division 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 CE'I TiFICATE OF HEALTH AIj?HORITY APPI OVAL FOR A SINGLE FAMILY DWELLING Par6el I.D. 0~-4~;1-33 1. GI~NERAL I~I~:~i:[i~IATi0N HA!~ O /-~'O IO~' Expiratibn Date: V-' ~ - ~ q Complete ie~l descriP{ion L0ca{ion (si{~ adcim~s or dir~ions) Current Pr0pei:ty 0wnei-(S) joHN C~'~MEN Mailin{! a~ldi-ess Lenaing agehcy Ri~l ~; sU~JM§ioN; LOT 7b 1~54-0 SUL:I'ANA 6RIVE * A bh6i ,G :, AK * 99516 Day pfi~3iie 762-5894 854.0 SULTANA Di~E * ~,NbMORAGE, AI~ * 99516 ~Day phone Mailing address Real 'Estate Agent Day p~one Mailing add'res§ Unlbss o~l~h, vise rbquestod, HAA Will Db held by DS~ for p~c'kup. 2. 'NtJMBER OF I~ED~O0~S: 5 3. TYi~[5 OF WA'i'~i~ ~0~SPLY: Individual Well Individual Water Stora{~e Community Class Well Public Water System [~] T~I~ ~ WA$~EWA¥iS~ DISPOSAL: Ifidividual On-site ' .I Individual Holding tahk Community On-site [-'] Public Sewer ['-] The Municipality of Anchorage DevelopmeHt Services Departmeht (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 pi-opedies served by a private or Class C well and may be reissued with new water samples. (Cedificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for propedies 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 ce/lifted by my seal affixed hereto and as of the validation date shown below, I vedfy that my investigation, based on procedures outlined in the Health Authority 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. Phone Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's c°m'ments: ' ' - . · In conducting this evaluab'on, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & RegulaEons. The reporled results described the performance of the system under the conditions encountered at the time of the test, and separation distances rneas'ured to readily identifiab!_e featu_m$.' _The_operational life of all wells and septic systems depend on the local soils condition, groundWa't~r levels ~ha-~ ~a~ ' 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. Satisfactoq/ 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 requir~ments of the ADEC or MOA DSD. The content of this report is for the sole benefit of the own. er listed above. Any reliance upon or use of this report by any other person or parly is not authorized, nor will it confer any legal right whatsoever. Date 337-6179 5. DSD SIGNATURE Approved for bedrooms. Disapproved. X Conditiona! approval for 5 bedrooms, with the fllowing stipulations: . At the time of title transfer, the new property owner shall sign the attached maintenance agreement'which shall be returned to this office before an uncond- itional approval is issued. Attachments: HAA Checklist sePtic System Advisory Well Flow Advisory By: (Rev. 12/01) Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: i Le~lai:~ D!~C'rip{i0,: A. Wl~Li. D.~,TA MuniciPality of Anchorage Development Services Department HF:ALTH Building Safety Division 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 ,A, uThbi~iTY, APP'F~V~L CHEc~Et~;T 'GiN,~Ui I.-:IiL~§ ~OBblVi~lbl;,I; LOT 7D P,'~i'ceiJD: I CJ *TO BEDRbcK 015-461-33 0.26 ft. Ta'~k' i~' '" 'S:i'EEL/S'I:'~''P' Type/Material ' Ta'iil~ smze 2660 (j~l.i. Nur~lser 6f compa~ments 2 ,. · ;, ~ tl - - · i! .; ~ I ~ ....... ' Foundat on cleanout ('~/N) '~Es ' Depres~idn iSVi~ t~nk ~'iiq) kJb ': 'i~ . .. , Date of pumping .. 5/51/2003 Pb~0er ' L.:,..I~. ., ABSORPTION ~i~LD DATA ' m ~L~W Soil fafin~ ~r fl'/bd~} 2.0 " Length; 34 'ff. ~. Wj~'ih' 12 fl. 27 10 g.p.m. ~ta{ic ~atei' le~/el .~ell pr6da6ti'6h Colifo~ ~ 0 'C01~n'ieS~ b0 mi. Ar~'ehic:~ ~' N/A SEPTIC/HOLDING TANK 'dATA W~Jl tyP~" 'P~,VAiE_ ~ "1~ A, B, d~' c'~r6vi,de PWSID# NT.~. Daie ~0r~isl~tea 7/18/1999 sahit~i¥ S'i~i ~/i;,I) YES',' Totafdep~h '28~ fl.r ' .'cased~6 13. ~ft. ~ - .- FROM WELL. L~G : ~ i ')! ' '" ' ' ' .Date of test Sys{e'rh '~yi:)e ' Gi:~v~'l below pipe T6t'al de~l~th .5.3-5.2 ~t. E{-f. absoiptidh ~i-i~a 4~§' ~' M'bhito~ing tub~ Y~S~t D~p~ession over field NO D~eof~de~ua~yt~s¥. :2/25/2004 : i ~sdlt~'(~s{/F~i.I) PASq ,~. For 5 bedrooms ~l~id dJJth ih AS{dmlioh fieia before {e~'t ,'D~Y iff. ~ ~{~r ~dded '873 ~a!.; New d~pth DRY in. El~p~e~;Ti~: '400 ~in. Final ~uid d~pth ~DRY in. Abs0Fpti~n ~a~ >= 750+ _g.p.d. Any reluvenadon treatment (Past 12 mo.) ~/N & t~e) · NONE KNOWN ~ :~ If ~es, give date ISF WelIjL6[j (Y/N). YES Casin~ height (above ground) 24 in. AT INSPECTION 2/2~2:'~064 42 ft. 1.92 .g.p.~ll. O~he~ 15~tei-ia o colonies/~O0 mi. .[ 'Cieah%!~ '(V)'N) YES High wa er alarm (YIN) YES DENALI PUMPING *MAINTENANCE 'LIFT STATION Date installed 8/5-11/1999 "Pump on" level at TIMER in. Datum BOTTOM OF TANK INSPECTION FOR ISF DONE' BY A+ HOME E. SEPARATION DISTANCES 'F. ' Size in gallons "2000 "Pump Off`' level at mlUEl~in. CYcles tested *~, SERVICES,INC. Manhole/Access {Y/N) : YES High water alarm level at 45 Meets alarm & circuit requirements.'? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic.tank/lift station on lot 100'+ On adjacent lots 100'+ AbsorPtion field on lot '1 oo'+ on adjacent lots - · 100% Public sewer main N/A Public sewer manhole/cleanout Sewer/septic service line 25'+ " Holding tank N/A'.~ '; YES SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO': ' - ' Building foUndation ,5'+' Property line ' 5'+ 'Absorption field Water main '* .N/A Water service line -10'+~ 'surface wate~ Wells on adjacent I'ot~' "100'+ ., SEPARATION DISTANCE FROM ABSORPTION FIELD'ON LOT TO: Property line 1 O'-F Water service line 1 O'+ Curtain drain' ' NONE 'KNOWN COMMENTS NEW AIR COMPRESSOR ENGINEER'S CERTIFiCATIbN I certify that I have determined through field inspections and review of Municipal records that the above systems are in ' conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Date · ~/16/~2~ HAA Fee $" /~ :~ Date of Payment ~ -- ' ReCeiPt Number L/.. (Rev. 1~01) Building foundation 10'+ ·~ Water main Surface water 100'+ Driveway, parki'n~/ve~icJ~t'orage 10'+ INSTALLED 3-12-04, OPERATING @ 3 PSI JEFFREY' A.' GARNESS ' (/0~~~" Waiver Fee $ Date of Payment Receipt Number in. H0.229 P.1/1 m , cji ~ c., SULTANA DRIVE C3 / '~' LOT 70 ~ m m , ' ~ mm 7C ~ ~ · 1O' U~LITY EASEU~NT S 89'55'13" W 165.0g' (ret). © ~ S 89'40'06" W 165.30 (me~s) HUFFMAN ROAD p~lcot ~y af ~is prep~fy 440 ~ST B~SON BL~. ~ 103 ((=~) "~-'-~?~"~"'"'~'~' ~ - .... GINAMI HILLS