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HomeMy WebLinkAboutCOLT LT 2Onsite File APIft u '61 �31 u Agoh' g' *w # j 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 http://www.muni.org/onsite On -Site Water System Permit Permit Number: OSP211274 Work Type: Well Initial Tax Code Number: 01833131000 Site Legal Address: COLT LT 2 G:3135 Site Mailing Address: 3846 RABBIT CREEK RD, Anchorage Owner: PERRY NICHOLAS B & LAUREN N Design Engineer: This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: ,1114770 * s llcpar[meut 7/9/2021 7/9/2022 44925 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q 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 Received By: Date: 2021 Issued By: ��CfC.i y?�.rUZ2 Date: 7 �j 4 MUNICIPALITY OF ANCHORAGE Development Services Department ©f Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 0 l E�' 5L-3/ g'r Property owner(s) /�, r-�o���_ (6� ,a, -/Day phone Mailing address Site address—/ 52 '� G�-c_ ��y'- �Q^ �i,,�� �,� Legal description (Sub'd., Block & Lot) < / 7 7 Legal description (Township, Range & Section) Lot Size 2/-,'77 Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption. Field ❑ Number of Bedrooms APPLICATION IS AN: Initial Septic Tank ❑ Upgrade Holding Tank ❑ Renewal Privy ❑ Private Well ❑ Water Storage gK Z ;'=� M" TYPE OF DWELLING: ❑ Single Family (SF) ❑ (w/wo ADU) El Duplex (p) ❑ ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: I certify that the above information is applicable Municip Codes. (Signature of property owner or a Permit/Rush Fees: -# /60 Date of Payment: %1�h I Receipt Number: 023 207 Permit No. _Q_5�2 21 1 27y Distance: rrect. I further certify that this is in accordance with zed agent) Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and 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: OSP181034 PID Number: 018-331-31 EI New 0 Upgrade Name: SPINELL HOMES ABSORPTION FIELD Address ❑ Deep Trench gi Shallow Trench 0 Bed 0 Mound RABBIT CREEK ROAD 0 Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 4.0 Ft. 4.0Ft. COLT 2 Fill added above original grade Gravel length , Township Range Section 0.0 Ft 2@40.0 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5.O Ft. Ft. To Septic Absorption Holding 1 Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank ! Line 800 Ft2 2 10.0 Ft. Well 118.2 102.8 N/A N/A 105.4 TANK p Septic ❑S.T.E.P. ❑Holding 0 Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ANCHROAGE TANK 1250Ga1. Material Number of compartments Lot Line 35.6 12.2 N/A N/A STEEL 2 NA Foundation 10.9 17.8 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ i 50+ N/A N/A Gal. Pump on level at Pump off level High water alarm at Remarks . in. in. Pump make odel Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield POMRANING ECAVATION Drainfield 3034 C0!MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 267.0 ft Inspection ctex 1't 7/12/18 2"O Location and description 7/1 3/1 8 s" 7/16/18 a"' 7/25/18 SW BOTTOM HOUSE TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp 14ter\'IN �` OF AC ill Conditional Approval: Date �, '� • •..0 1 il ,4••Steven •.8149•�annape 5 rf Approved ' Date )— 2^ICI it kk �OFI_ 6 -. Inspection Report_1-1-12.doc • DESIGN PARAMETERS _ _ *:.,-DRIVEWAY I z' `I Gif/' \` UPGRADE SEPTIC SYSTEM LOT 194 .,�,,,.. - - N0. BEDROOM: 4 (600 gpd) \ - w I t. ti -� - TANK SIZE: 1,2508 I ' /\PERC RATE: 5.2MP1 w ! 4.:k**** 11 SOIL RATING: 0.8 GPD/SF -* CONTOURS DO NOT MATCH PRE w,w• N *• AREA ROD: 750 SF CONSTRUCTION GRADING I- SYS. TYPE: WIDE TRENCH: 4.0'ED AREA AROUND DRAIN FIELDS o , . ' RF: 0.50 I IS MODERATELY LEVEL 7_ .. � MIN LENGTH: 75 LF r / / l TRUE NORTH, SCALE : 1-=50' j I INSTALLED 1250g SEPTIC TANK •USED: j(\ INSTALLED FOUNDATION CLEAN OUT (2EA)4OLFx5'Wx4.0' =.D., 8.0' TO BEFORE. INSTALLED DCO AND FS AFTER TOTAL AREA: 800 SF- A\ \ I / • F//\ \ ^/� 104.6 • • /4 \ TO WELL U. 'r 275 /TH-2 \ F f � 1 / ` If i 1 BDR I Iiliii:) • 1 / _ 270 _ I\I/ • 1 \ \ \ A B 4 INSTALLED GRAIN FIELD `Z'k TH-1 (2EA) 4OLF x 5.0'W x 4.0'ED x 8.0'TD\ FC 27.3 25.7 1 - INSTALLED CLEAN OUT AND MONITOR Ti 33.0 26.6 12.2 I� , TUBE AT EACH END. 4.T2 40.8 23.5 _ �� ` - `RESERVE AREA BASED \ - DCO 44.3 23.1 ^� 250 265 ON CAT III (NIC) \ FS 47.3 23.0 A7 102.8 , 1 \ \ CO 1 50.9 20.9 LOT 1� \ WELL 1I \\ SEPTIC A� CO2 48.8 25.5 \• I \ / Cl 53.2 20.7 \ I � \APPROXIMATE LOCATION M1 53.4 18.9 OF UNDOCUMENTED DRAIN FIELD JO' TELEPHONE EASEMENT C2 92.8 45.0REMOVE COMPLETLEY, INCLUDIN ANY M2 89.9 41.7 N TOP OF 25% SLOPE \ EVIDENCE OF BIOMAT WA 10' r PROPOSED C3 52.5 44.4 \ _ - FIELD AND REPLACE WITH CLEAN FILL \ \ y, M3 53.1 40.7 N ` � � _ \ N \ ` \ ,) C4 86.5 46.9 � � GG \ I N \ \ M4 84.9 45.1 � \ ,. \_ \N \ \ � -. ' o- I- f W '-.:-Eo CI ZZoZ o' S G = co o zQ Q < WZ N 0 O O re o V o o p o FILTER FABRICS z a O.C./F.C.- -- `:- - - DRAIN ROCK 6-ABOvE PIPE INV - `7 268.0 - " m __ __ - _ - _ .G./ O - 267.0F.G_ ___ 4.0 DRAIN PIPE O.G./ TM_t 2 / 1250 g SEPTIC 263 2 1 763 9 TANK CONNECTO END OF TRENCH 1:263.0 TRENCH 1 263.0ED e EAST TRENCH TRENCH 2:263.0TRENCH 2:263.0 4.0'DRAIN ROCK 7 AND CENTER PROFILE DRY: OF WEST 8 s/z2/+7 SCALE:NTS TRENCH s +0 1t 12 13 OATS PERFOWO: 3/3/17 NOTES: PANNONE ENG SVC, LLC Dote RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 P'(�i. '••.� 12�7�18 PHONE (907) 272-8218 FAX (907) 272-8211 &. Score - *1 I. * 1" = 50' 11, • •• P.I.D. NO COLT SUBDIVISION, LOT 2 '' :18-331-31 SPINELL HOMES •���even Monnaie' PERMIT NO. DRAWN ACP RABBIT CREEK ROAD ��'•, CE 8149,• `r. OSP181034 SITE PLAN ANCHORAGE, AK ',o,/•E`D' Sheet \ \ 2OF2 Certifiecrig 122g roc Co ribs lilt. uLuvAN wATER wELLs wirP.O.Box 670269,Chugiak,AK 99567 686-2759 OWNER OF LAND: Spinel( Homes !sore Kaie cera ADDRESS: LEGAL DESCRIPTION Colt Lot 2 ; From To I DATE: 6.1148 0 1 2 i Casing Stickup PERMIT NUMBER: 0SP1i 1334 DATE CF ISSUE: 4_3_;g ;-- �•.--;-- --_1 1 2 ; 4 - Overburden TAX iC:iVTIFICFitf NUMBENUMBER01833131000 I Is well located at approved permit location:nYes END ( 4 i 21 Silty Sand&Gravel Method of Drilling: air rotary f}cable tool 21 i 65 { Tight Silty Sand Gravel Depth of Well: 400' i $5 1100 i Silty Sand&Gravel w/Clay Casing Type: Steel Wall thickness ESQ inches __.____...._ __ 1100Wet i Silt&Sand Diameter: 5 inches, depth 1214 feet i.___-_.._'_._-_.-.,..i Liner type ; 105 i 122 : Clay&Gravel ! Static Water Level: 178 feet • i 122 ! 135 1 Damp Gravel w/Silt&Clay Recovery Rate L2 O. Ppm 1 1 gph135 —1 161 = Bedrock Gray ;— Method of Testing Air _—.... ____..._... ._ '�'''� i 161 i 372 , Bedrock Green Hard Well Intake Opening Type:i F open end open hole __---__.,___._....-..i 0 Start fear. Stopped ! 372 i 400 i Bedrock Gray Screened pped i 1 Perforations Start feet Stopped I f Grout Type: Bentonite Volume: SD las r Depth:from 2 feet,to 42 feet _ ____w 1 i Weil Disinfected Upon Completion: yes no l 1 l Method of Disinfection: Chlorine SO PPM I 1 I i t i Comments: s__.._—_1. .-.____..---------._WATER QUALITY..TES.TING _.__-___-___.._ 1 1{ _ _ . cams_lc cou1ooml..___._...___ , i __ -_...,_.._.___ .Nitrates mg/ ; — -; Arsenic N D ug/L ! ` i Dr ii'e,-s Name: Cale Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health Si Human Services and/or Department of Environmental Conservation. IviatSu Borough:Department of Environmental Conservation DOC CO dba 00BILL DiL1(1AN WATER WELLS • P.O. Box 670269,Chugiak,AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP181034 Date of Issue 4-3-18 Parcel Identification Number: 01833131000 Legal Description Property Owner Name & Address Colt Lot 2 Spinell Homes Pump Installation Date: 8-30-18 Pump Intake Depth Below Top of Well Casing: 390 feet Pump manufacturer's Name: F&W Pump Model: 4F07G10301 Pump Size: 1 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Pomraning Excavation Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson Pump Installers Name: Sullivan Water Wells Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Community Development Department On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 Well Decommissioning Log Legal Address lc z33 Subdivision C()CT Block Lot 7- -L oC L t1 viA-1I r" T R Section Lot On-site Water&Wastewater Program certified contractor performing the well decommissioning: N e: r Signature: c. Company: _ ----7? -)1•-k., l A4 titp•)) t-1 C))��(t--l/V`ems - Well decommissioning date Q 22':/Zc`-)/6 Method of decommissioning: AMC 15.55.060L1 a. b. I I C. fl Location: Use the space below to provide a drawing of the property showing the following items; j • North arrow • Decommissioned well. • Other water wells on the property, • Two separate swing-tie distances for each well shown on the drawing, Note:The swing-tie distances shall be measured from either permanent structures or the property corners. v,)Z--1.-N- Z C.6o o 4 .,:c:.-0:k -k-%., -c-/ i 1 tie -v ,r 4,, =t �a G:\Community Development\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Well Decommisioning form.doc /��` roMUNICIPALITY OF ANCHORAGE ,,,,,,,, ' On-Site Water&Wastewater Program ;. �Rc PO Box 196650 4700 Elmore Road ; Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,�� j'ar http://www.muni.org/onsite4 Dcpar uncut heNO p On-Site Water & Wastewater System Permit Permit Number: OSP181034 Effective Date: 4/3/2018 Work Type: WellSeptic Initial Expiration Date: 4/3/2019 Tax Code Number: 01833131000 Site Legal Address: COLT LT 2 G:3135 Site Mailing Address: Owner: SPINELL HOMES INC Lot Size in Sq Ft: 44925 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: Disposal Field El Septic Tank ❑ Holding Tank 0 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 Received By: AO( .; \. Date: Issued By: �, C- Date: EMUS MUNICIPALITY OF ANCHORAGE Community Development Department • " Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water&Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel ID.D. 018-331-31 Property owner(s) Spinell Homes Day phone Mailing address 1900 W Northern Lights #200, Anchorage, AK 99517 Site address NSN Rabbit Creek Road Legal description (Sub'd., Block & Lot) Colt, Lot 2 Legal description (Township, Range& Section) Lot Size 44,925 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial 0 Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. • (Signature o`.erty owner or authorized agent) Permit/Rush Fees: 4 7gLi - Waiver Fees: Date of Payment: 3 f. 1/i Date of Payment: Receipt Number: n15324 Receipt Number: Permit No. tcSP191Waiver No. Permit App_'•:• :....c Pannone Engineering Services LIc Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com March 30, 2018 Subject: Colt, Lot 2 Well and Septic System Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The system will utilize a new 1,250g septic tank and a drain field. This lot and the surrounding lots are served by private wells. There are no wells within 100' of the proposed septic system. 1. Soils. One test hole was performed by PES in March 2017 for the subdivision, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 14.0' below the surface in the test hole monitor tube in March of 2017. Bedrock was not encountered in the test hole to 14.0'. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallons/day/square was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water. 4. Topography: The existing topography on the lot generally slopes from northeast to southwest, with a slope of approximately 8% in the area of the drain field. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 The proposed installation will not affect the future development of this or the surrounding lots. Sincerely, c4 :14O 49 H t. 1 • • 1 k Steven R.Pannone lag • ��, FESS; 141 ••. . Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 NO EXISTING SEPTICS ROAD \ / RABBIT CREEK ROAD I WITHIN 200' I( _ 5' DEVELOPMENT SETBACK- 0 • DRIVEWAY ' �_ \ WELL (P) I I W z. f- C ,_\ r n \,,, / ,, ,,. . 4BR HOUSE (P) 6 Pvt___ \N- i, V—� a 1 w 0 u 1 I-, APPROXIMATE LOCATION M LOT 2 21 OF UNDOCUMENTED DRAIN FIELD REMOVE COMPLETELY, INCLUDING ANY 1,250g SEPTIC TANK (P) EVIDENCE OF BIOMAT WITHIN 10' OF FIELD (P) INSTALL FOUNDATION CLEAN OUT BEFORE I AND REPLACEfWITH CLEAN FILL • AND DOUBLE CLEAN OUT AFTER(net-five-h a-five- 5o;I5 . FLOW SPLITTER (P) • SS ;y �rJw Qel `� 1b 9.8 I 10.0 \ 12.4 ss � . UPGRADE DRAIN FIELD (P) 0 .� W J� r� ,_ (2EA) 4OLF x 5'W x 4.0'ED x 8.0'TD N. INSTALL MONITOR TUBE AND \N. 10.0 CLEAN OUT AT EACH END N. I ------„,N,� TH-1 //. / --- --1 \ 10' TELEPHONE EASEMENT / \ / -DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) LEGEND TANK SIZE: 1,250g W WATER LINE/ PERC RATE: 5.2MPI WELL RADIUS ABBREVIATIONS SOIL RATING: 0.8 GPD/SF AREA RQD: 750 SF TH TEST HOLE SYS. TYPE: WIDE TRENCH: 4.0'ED SS NEW SEPTIC (P) PROPOSED RF: 0.50 (E) EXISTING MIN LENGTH: 75 LF - — —GB— — - GRADE BREAK DCO DOUBLE CLEAN OUT USED: 0 0 RETAINING WALL CO CLEAN OUT NO. MT(2EA)4OLFx5'Wx4.0' E.D., 8.0' TD TYP gMOpd) LE TUBE NO. TOTAL AREA: 800 SF PANNONE LLC �����\\v Date FOR CONSTRUCTIONNOTES: P NO ENG SVC, -OF At `k 3/30/2018 P.O. BOX 100217 ANCHORAGE, AK 99510 .� 'c•. s l� PHONE (907) 272-8218 FAX (907) 272-8211 /%rj�P �� 17 0, Sco a S� •••4• *••••. ..:*.�/ P.I.D. NO COLT SUBDIVISION, LOT 2 .� 018-331-31 SPINELL HOMES Steven .... "�'onnorae 4 PERMIT NO. 0 1,•, CE 8149 ••c�� OSP181034 RABBIT CREEK ROAD of cs ,.•�� PLAN ANCHORAGE, AK vkii••�E •�`�`�� Sheet \A.\\"�� 1 OF 2 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW WELL. INSTALL SEPTIC TANK AND NEW DRAIN FIELD. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 14 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: PANNONE LLC Dote FOR CONSTRUCTION PANNONE ENG SVC, pF A�q�l 3/30/2018 P.O. BOX 100217 ANCHORAGE, AK 99510 r '�.• S l� P '� � Scale PHONE (907) 272-8218 FAX (907) 272-8211 j 0).• �/ 1"=50' %* �TM * /� P.I.D. NO COLT SUBDIVISION, LOT 2 018-331-31 SPINELL HOMES / Steven . Pannone ri PERMIT NO. �'r/ CE 8149 •4:$, OSP181034 RABBIT CREEK ROAD Oe'r‘ PLAN ANCHORAGE, AK l� `` Sheet 2 SOILS LOG- PERCOLATION TEST TEST HOLE 1 SLOPE I • SITE PLAN j I • OR ORGANICS 1LOT 2 j ! `. 2 /4 Nilso 11\ 3 NNi \ / I 4 I 1 5M \\ 6 xTH g` 7 SM/ FINE SAND r I GM WITH GRAVEL �` 8 AND SILT 0w� 111I I f_r/,7).': 1�� TH-110 r�'.11 a .- \ I;1- it 12 I/ / `; r/ .--A: I 13 SLOPE WAS GROUND WATER 74 BOH ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY x 16 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 3/10/17 19 DEPTH TO WATER AFTER CLOCK WATER MONITORING? -DRY READING DATE TIME NET TIME READINLEVELGNET DROP DATE: 5/22/17 7/19/17 7:56 — 4.22 — DATE PERFORMED: 3/3/17 2 8:06 10 MIN 6.65 2.43 3 8:06 — 4.22 — 4 8:16 10 MIN 6.43 2.21 5 8:16 — 4.22 — 6 8:26 10 MIN 6.20 1.98 7 8:26 -- 4.22 -- 6 8:36 10 MIN 6.15 1.93 PEROLATION RATE 5.2(mm /Inch)PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS:Test hole excavated by POMRANING EXCAVATION. PERFORMED BY:Dan Moran.I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PANNONEG LLC ����\\\ Dote SOILS REPORTTTES• rP 0 BOXO0 4 EN ANCHORAGE,CK 995 0 •.-3.0F ACgskk, 7/19/2017 PHONE (907) 272-8218 FAX (907) 272-8211 goP �4� ''':V 1 Scale NTS NO COLT SUBDIVISION "' v P.I.D. xx -xx /�' SUBDIVISION OF T12N, R3W, Sec 33, LOT 195 t'teven 'I;;. n anoRe %PERMIT NO SPINELL HOMES 0+t. CE 8149 . .„j S12341 RABBIT CREEK ROAD , s • SOILS LOG ANCHORAGE, AK D• ss •,\--. • . Sheet 3 55' " ROABMAy MT. 1 "=30' �g MOA CASE NO. S12341 COLT SUBDIVISION PROPOSED LOTS 1 & 2 RA991T CREEK ROAD 30' fA.Y R010NAY ESNT. .ate e o bSO EDGE 1h, b° •N ,yb�' d' 4 AC. PAVING41 f d: Sw0105Scale: 1.50• aqt � s. U�ay 4\c M1 o M1�. M1•r' • I I T ye 5' DEVV.0ftENT SETBACK � I ,, 13 b. • I JJ' y CR `--------- I LOT 1 $ 41,961 S.F. 8 �• M1i, 10-I.. 10'T. E. 6YT. LOT 2 44.966 S.F M164h 6 I � 00 � a ' 3 -y h 1 a M1 0 I � Mc � .eM1' "' I b a� meg'• I 02 . FEST N 1 OlE a4• M1 � I .. 0 1 I =h A I M1•�` I 1 I I .00' � I 1 .41' M1 •' 151.45' hM10 nyuw urc an.ao M1 WTC Ef AT BASED M 1972 NGS DA— PER —AEMAL T— G,ASTALDI LAND SURVEYING, LLC 2000 E. DOWLING ROAD, SUITE 8 ANCHORAGE, ALASKA 99507 f d: Sw0105Scale: 1.50• 0014: 5/22/2017 I MC 17-01 Pc: 48-49 Dv.n: IL I FN No, MrOPO I Ch— BI. JAG. ptF;.•OF••Q 4�• i*:"49L1� ":�• ............... • • e, 10'T. R E. MT. —10' TOZ1K NE MT. QJ 2� .2•y? i15 GAAB-HD-I G~.~,,TER ANCHORAGE AREA BORO~'~H HEALTH DEPARTMENT $27 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: t' DISTANCE FROM WELL .~ LIQUID CAPACITY GALLONS. SEEPAGE SYSTEM: SEEPAGE PIT:  "~.,~:~ NUMBER OF MATERIAL COMPARTMENTS INSIDE LENGTH ~ INSIDE WIDTH NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH NEAREST LOT LINE(~;D LENGTH LIQUID DEPTH____ /9/7 / TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) BUILDING FOUNDATION-- TILE DRAIN FIELD: DISTANCE FROM WELL , FOUNDATION . NUMBER OF-'~I N ESINE$ ~EN ABSORPTION ~ / SQ'. FT. LENGTH OF EACH LINE TOTAL LENGTH DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TIL[~ IN. ABOVE TILE WELL: T y p E'c~j-,~,/~/~-~ DEPTH NEAREST LOT LINE /(_.7 ,~- . SEWER LINF DISTANCE FROM WATER ~ ~ , BUILDING FOUNDATION SAMPLE NEAREST SEPTIC . SYSTEM /~7~7 , CESSPOOL '-- . SOURCES TANK ~ / SEEPAGE/r_/ ! OTHER DISTANCES: DATE DIAGRAM OF SYSTEM .' GREATEY" NCHORAGE AREA, ROUGH HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-25 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT · ,. i,> RESIDENCE ADDRESS~Cx~,Io~W,'^J(/ ~-'~)/~t~/~t~, LOCATION OF INSTALLATION APPLICATION TO INSTALL: SEPTIC TANK ¢ , SEEPAGE PIT , DRAIN FIELD TOSERVETNEFOLLDW,NG,AC,L,TY 'a n_ '77, FINANCED THROUGH c-~:~c'-~ L _r"~: TO BE INSTALLED BY PERCOLATION TEST RESULTS ,OTHER. ANTICIPATED DATE OF COMPLETION BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS //'~ ~ /~ ~';~ ~¢-}-~ '/~' ) , PERMIT TO INSTALL A AS DESCRIBED BELOW, SIZE OF U~IT TO BE SERVED SEPTIC TANK SIZE /~'~(~ TYPE ~EPAGE AREA TYPE ~' ~¢~f~7DIAGRA~ OF SYSTE~ BISTANCES: ~' l i /~'~''~ LICENSED DESIGNER I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinanc~ No. 28-68 and that the code. above described system is in accordance with}aid ~) ~"~-- ~,~' ~ i---i, ~") ~/ O ()~ ~(3t l.~ ~' APPLICANTS SIGNATURE ~ j 'REATER ANCHORAGE AREA BOROUGH' · HEALTlt DEPAkTI4ENT CASE F ,, / - 327 EAGLE STREET ANCHORAGE, ALASKA' 99501 · ~ . This Form Reports a: Sozls Log ~ ,.Percolation Tes~ · _ _ _ Feet Soil Characteristics Was Ground Water Encountered? If Yes, At What Depth Location Sketch V--F-C--C-yq I I [ , ~ ~ ,II ~I [ [l J ..... I I Reading Date Gross Time Net Time Depth To H20 Net Drop .erco£azzon (ate 1"/ s~nute Pro.~sed Instal~Seepage Pi( X, I,Dpain FieldI I ' .Depth' Of Inlet l)~th To Bo~$om Of Pit Or TPench , RusH EPLFS „, •;f;� Municipality of Anchorage On-Site Water and Wastewater Program • (907)343-7904 5, Certificate of On-Site Systems Approval Q 1 Q Parcel I.D. 018-331-31 Expiration Date: �f_/O - ! 1. GENERAL INFORMATION Complete legal description Colt L2 Location(site address) Rabbit Creek Road Current Property owner(s) Spinell Homes Inc Day phone Mailing address 1900 W. Northern Lights Blvd #200 Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings(Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well El Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 4 19.6 Waiver Fee $ Date of Payment I I i//19 Date of Payment Receipt N umber Oa i a 14 Receipt N umber COSA# O5C I q IO 13 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are)safe,functional and adequate for the number of bedrooms and type of structure indicated herein. 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 al the time of installation. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe 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 soil 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone e`. ::? L3' Date X9/2 1( oF ACgsk Awe Q.• .....; j*:49TH i� �y #f 6. DSD SIGNATURE ••Va. �•' '• • System#1 Approved for (( ,bedrooms Pannone• / System#2 Approved for bedrooms Disapproved kAfE` � Conditional approval for bedrooms, with the following stipulations: +•� 'c, 11/ ON-SITE 6 , WATER ANO WASTE RAMR ��-ATE Q,- pROG oQ•rA,r. v\c4G. • 1-SER By: Original Certificate Date: 1-1g-/ The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r . .. If more than 1 septic system is on the lot: COSA Checklist# 1 of 1 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Colt L2 Parcel ID:018-331-31 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log(Y/N) Y Date completed 6/11/18 Sanitary seal (Y/N) Y Wires properly protected(Y/N) Y 400 "+ Total depth ft. Cased to 144 18 ft. Casing height(above ground) in. FROM WELL LOG AT INSPECTION Date of test 6/11/18 Static water level 178 ft. ft. Well production 1.2 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 1/7/19 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/ Steel Date installed 7/12/18 Tank size 1250 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(YIN) N High water alarm(Y/N) N/A Date of pumping New Pumper C. ABSORPTION FIELD DATA Date installed 7/13/18 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 System type Wide Trench Length 2©40.0 ft. Width 5.0 ft. Gravel below pipe 4.0 ft. Total depth 8.0 ft. Eff. absorption area 800 ft2 Monitoring tube Y Depression over field N Date of adequacy test New Results(Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. None KnownAny rejuvenation treatment(past 12 mo.)(Y/N&type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off'level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ On adjacent lots 100 + Absorption field on lot 100 + On adjacent lots 1001+ Public sewer main 75'+ Public sewer manhole/cleanout 1001+ Sewer/septic service line 25'+ Holding tank 100+ Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPTIC/HOLDING TANK ON LOT TO: 11 Building foundation 10 + Property line 10 + Absorption field 101+ Water main 25'+ Water service line 25'+ Surface water 1001+ Wells on adjacent lots 100 + ABSORPTION FIELD ON LOT TO: 101+ 11 Property line Building foundation 10+ Water main 10 + 2Water Service line 5 Surface water 1 00 Driveway,parking/vehicle storage 1 + Curtain drain 501+ Wells on adjacent lots 100 + F. COMMENTS G. ENGINEER'S CERTIFICATION 4 OF A(d\kk1 1 certify that I have determined through field inspections and r ' '!' `�` ��tT review of Municipal records that the above systems are in 0*:49 N i'‘ ••*�y conformance with MOA COSA guidelines in effect on this date. 0 40401::, 0 Engineer's Printed Name Steven Pannone ...Sievert ionriorie k/ Date G�6ZG( �T}i4 • CE-8149..451.7 COSA canary sheet_2-6-15.doc PLAT NO. 2017-67 COLT SUBDIVISION LOT2 44.925 S.F. RABBIT CREEK ROAD iN M N 90.00'00"E 152.48' ° • \__5'DEVELOPMENT SETBACK - - I AGREEUERT TO PROMS ACCESS 8 (2017-032909-0) +1 I b I I 32.0' I m GRAVEL DR. I TO 0T 12 H 0 I W N 3, ''1 3 COVERED f W1T 1 0 54.3' I Ai N 11.0•o ENTRY o T4.0• C 7.0' TVI..; o 2 t`I-, I� 8 La I. • z • z EXISTING BUILDING 54.3':. 1 E i=�0 SEPTIC slortu L y I 34.D' ^ I 2s.o• 12.2 r I ^ 27.0.1 r1 DECK I IJ I 1 BUILDING DETAIL ® I SCALE: 1"=20' WELL 10'T.&E.ESMT. ..-10'TELEPHONE ESMT. • S 89°59'48"E 152.25' • (8K.743.PG.953) AS-BUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO **sunlit. GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. +4,4 .OF••A� 10 SURVEYING. LLC IT IS THE RESPONSIBILITY OF THE OWNER TO 4 JEFF A.GASTALDI, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS. q P'• s'F'sj 2000 E.OOWIING RD.,SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT : *: 4911 T' 0 ANCHORAGE.ALASKA 99507 APPEAR ON THE RECORDED SUBDMSION PLAT. SI ,. • PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA „ "�� '• GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR 10,,‘ Jeffery 609911010,' s ESTABLISHING BOUNDARY OR FENCE LINES. 'a 10/2/2018 .e�4 4+ Sw3135 10/2/2018 ANCHORAGE RECORDING DISTRICT,ALASKA •�0 °'of.•••.•`O•4�• F.B. JOB NO. 411 �0131•�r1"sem NOTE: NO CORNERS SET THIS DATE 18-03 COLT2