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HomeMy WebLinkAboutT12N R2W SEC 30 S2SW4NW4NE4SE4IZIRM4"UII r%t iPUI I I- I- I4.000 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: OSP171336 PID Number: 021-022-15 ❑ New ❑✓ Upgrade Name: THOMAS & PATRICIA GRENIER ABSORPTION FIELD El Deep Trench [D Shallow Trench El Bed ❑ Mound Address 13363 SUNSHINE LOOP ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 0.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +0.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot * Fill added above original grade ±3.5 Ft. Gravel length 2@38 Ft. Township Range Section 12N 2W 30 Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 380 Fe 2 10+ Ft. Well 116.3 100.7 125.0 N/A 52.4 TANK ❑ Septic 0 S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 1250Gal. Surface Water 100+ 100+ 100+ N/A Material Number of compartments Lot Line 38.2 1.0 38.9 N/A STEEL 2 NA Foundation 62.3 48.4 71.1 N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ 50+ N/A ORENCO 250 Gal. Remarks *S2 SW4 NW4 NE4 SE4 Pump on level at 40 in. Pump off level at 36 in. High water alarm at 45 in. Pump make and model P2005 Electrical Inspections performed by J ELECTRIC Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield A+ HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 2212ft Inspection5, dates: 6/21/18 2 d 6/21/18 Location and description 3'd 6/21/18 4"' 7/6/18 BOTTOM TRIM HOUSE PONT A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF AL Conditional Approval: Date ... • • teven nnoRe `� ��c , CE 8149 Qom, � s i �� �" Approved Date 1 k�� PMO �j After IZIRM4"UII r%t iPUI I I- I- I4.000 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEMi - 1'r - v! -WATER LINE - NO. BEDROOM: 3(450 gpd) - WELLADIUS TANK SIZE: 1250g STEP /PERC RATE: 2 MPI (1999 TH) - --- SOIL RATING: 1.2 GPD/SF SS -SS NEW SEPR � � � % /�� � -� �7'(% � x�, �.--�--•� AREA ROD: 375 SF REDUCTION FACTOR: 1.0 ADJUSTED ABSORPTION AREA: 375 SYS. TYPE: WIDE TRENCH 0.5'ED H s�CA,E : i"= 50' TR ORT MIN LENGTH: 75 LF - / Q i USED: 'L/� SN\�1� / / / / WFLI (2EA)38LFx5.0'WxO.5' E.D., 0.0' TD i N TOTAL AREA: 380 SFS I 3BR i WELL I SF / D i WELL E�- \ ( i1 2"R.I. UNDER DRIVEWAY '- FC E DRIVEWAY T 1 INSTALLED 1250G STEP TANK / \ \ � \ \ � � , •v1 ABANDONED EXISTING CRIB PER MOA CODE ,REMOVED 10000 SEPTIC TANK PER MOA CODE \ w \, ii L. vr/ - . G. UML-LLnVLCGJ 10 V.li. SAND AND MTs AT ENDS OF FIELDS. ADDED 2"R.i. AND FILL AS NEEDED FOR 3' EQUIVALENT COVER TOPSOIL AND VEGETATE \r bf1 M3 ?.196 127.00 I 2=1 \ �• � zzo5 � t \ I , INV , o O 8 O j W W � O z 0o V V O Z Z 71.9 ` �w t0.. U O.C./F.C. I1II�IIII Ir M2 2206.0 98.6 \r bf1 M3 ?.196 127.00 I 2=1 \ �• � zzo5 � t \ I , INV , A 8 T1 64.0 61.2 T2 70.1 67.4 LS 71.9 69.1 M1 ( 49.6 62.0 M2 85.7 98.6 M3 55.0 74.3 M4 90.5 106.7 F.G. WEST -2218.5 EAST -2219.5 O.G. WEST -2215.0 EAST -2216.0 SM 1.0 W T- 15.5 .5' RRLN R K 1.0' SANG FiITER W`ST- 1 5 2.0 2.0 EAST -2216.5 EAST -2216.5 3.0 3.0 12508 S.T.E.P. G <.o Gr <.D TANK PROFILE 199 .2, 5.0 8.0 80N SCALE: NTS BoxNO GROUNDWATER 120 CROU`IDWATER 8/6/99 8/6/99 mi NOTES: PANNONE ENG SVC, LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510•••. 2/1/19 1 PHONE (907) 272-8218 FAX (907) 272-821''•• Scale 1,• = 50' •• P.I.D. NO T12N R2W S30 S2SW4NW4NE4SE4 ••021-022-15 THOMAS & PATRICIA GRENIER •�MVen' .*Pbnnope• PERMIT NO. DRAWN -ACP 13363 SUNSHINE LOOP CE $149 : OSP171336 SITE PLAN ANCHORAGE, AK 99516 Sheet 1 OF 2 Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 21 January 2019 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P O Box 196650 Anchorage, Alaska 99519-6650 Subject: T12N R2W SEC30 S2SW4NW4NE4SE4 Response to Comments Ladies and Gentlemen: I am writing to address your review comments on the Record Drawings we submitted for this property. Comment: Site plan record drawing shows that the drain fields were installed within the 30ft radius of th-2. No percolation test was conducted for th-2 in 1999. Please address. Response: The soil profile from test hole 2 matches the soil profile in test hole 1, both drain fields are installed about 20 feet outside that radius of test hole 1. Soils logs were pulled from the surrounding lots, all of which show a similar soil profile. On lot W2 SE4 NW4 NE4 SE4, directly to the east of the above-mentioned lot shows two test holes with similar soil profiles and percolation rates. Based on this data, these drain fields comply with 15.65.210. C. Exception. If you have any questions or concerns, please contact me at 907.745.8200. Sincerely, NA Steven R. Pannone o 0 1®�9A8eaa+aU®® Steven R. Pannone, P.E. Owner/Civil Engineer • Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com November 11, 2018 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P 0 Box 196650 Anchorage, Alaska 99519-6650 Subject: T12N, R2W, Sec 30, S2SW4NW4NE4SE4 Lot Line Waiver Request Ladies and Gentlemen: OSv1�1lo0 �a15 PC"icl 12-1 1 "e_V 0'm c We request a waiver to one foot (1') to the lot -line from the drain field. Due to the existing well radius and the surrounding terrain, the only location remaining for the field is along the south lot line. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. If you have any questions or concerns, please contact me at 907.272.8218. Sincerely, Steven R. Pannone c :6,i : \ " d Steven R. Pannone, P.E. Owner/Civil Engineer Anchorage Mailing: P.O. Box 100217, Anchorage, AK 99510-10217 Palmer Maining: P.O. Box 1807, Palmer, AK 99645 T elephone: (907) 754-8200 FAX: (907) 754-8201 P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section \ �1111'll[ .sn i Ucparrniunt * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV181100 COSA#: Permit#:OSP171336 PID#: 021-022-15 Legal Description: T12N R2W Section 30 S2SW4NW4NE4SE4 Engineer: Pannone Engineering Services Applicant: Thomas & Patricia Grenier Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. .............................................................................. 1 Waiver is Granted: X Waiver is not Granted: Date: 1 2-8 20 M Approved : NN b Y Name of Reviewer ...................................................... 0 M M K M 0 0 0 U 0 0 0 0 0 Z M X N ...... 1 **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE On-Site Water &Wastewater Program �ten' PO Box 196650 4700 Elmore Road •4. Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 �" http://www.muni.org/onsiteI If �N�M0 PGE On-Site Wastewater Disposal System Permit Permit Number: OSP171336 Effective Date: 11/2/2017 Work Type: Septic Upgrade Expiration Date: 11/2/2018 Tax Code Number: 02102215000 Site Legal Address: T12N R2W SEC 30 S2SW4NW4NE4SE4 G:2943 Site Mailing Address: 13363 SUNSHINE LOOP, Anchorage Owner: GRENIER THOMAS & PATRICIA Lot Size in Sq Ft: 54450 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: Disposal Field 0 Septic Tank ❑ Holding Tank 0 Privy 0 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 Received By: k • Id 1MQ fL_2- Date: 11 r —7 Issued By: // Date: l©2O 1 7 • • Municipality of Anchorage ' s�.,r ' u sig L apar rmi•nl P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax(907) 343-7997 http://www.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171137 COSA#: Permit#: OSP171336 PID#: 021-022-15 Legal Description: T12N R2W Section 30 S2SW4NW4NE4SE4 Engineer: Pannone Engineering Services Applicant: Thomas & Patricia Grenier Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 37.0 feet. See engineer's waiver request and profile drawing for justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. n Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: 11/2/201 7 Approved by: � teed- Name of Reviewer **** VARIANCE/WAIVER REVIEW ***'Y MUNICIPALITY OF ANCHORAGE Community Development Department ` ) Pho 907-343-7904 Development Services Division : .-907=34.3- 97 On-Site Water& Wastewater Program 1) AIMA 1. ON-SITE SEWER/WELL PERMIT APPLICATI 1 OCT 3 0 ?_017 1- 11.699 Parcel I.D. 021-022-15 ..(-.> Property owner(s) THOMAS & PATRICIA GRENIER ,Day phone- g +:..., Mailing address 13363 SUNSHINE LOOP Site address 13363 SUNSHINE LOOP Legal description (Sub'd., Block & Lot) T12N R2W S30 S2SW4NW4NE4SE4 Legal description (Township, Range & Section) Lot Size 54,450 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (E)all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ® Upgrade ❑x Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: SLOPE SEPARATION Distance: 37' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. _. e,)k (2___-- (Signature of property owner or authorized agent) Permit/Rush Fees: 51o1 Waiver Fees: kiat5" Date of Payment: JOI 11 ? Date of Payment: I01I0CI} Receipt Number: 4331 167) Receipt Number: 0,31 I C7 Permit No. 6501/4 3.1,0 Waiver No. 05V1-3-1(87 Permit App_ .: ::..c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com November 2, 2017 Subject: T12N R2W S30 52SW4NW4NE4SE4 Septic System Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed systems will serve an existing three(3) bedroom house.Currently the lot is developed.The proposed system will be a conventional waste water system with a 5'wide absorption field. The surrounding lots are served by private wells.There are no wells within 100' of the proposed septic system 1. Soils.A test hole was performed in the vicinity of the proposed system by Ted Moore in July of 1999,and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 6.75' below the surface in the test hole monitor tube in August 1999. Based on the results of the percolation test an application rate of 1.2 gallons/day/square feet was used for a conventional waste water system in the area of these 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 wastewater system. 4. Topography:The existing overall topography slopes up from the west to the east at approximately 15%-30%. The slope in the area of the proposed system are approximately 20%-25%. There are steep slopes within 50' of the proposed drain field (see waivers). 5. Waivers: a. We are requesting a waiver for the separation to a steep slope for this system. The system is to be installed approximately 37' from a slope greater than 25%. Due to the soils being of HSGA and using the 45%infiltration line the system will not daylight within 50'of the system. 6. 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. The proposed installation will not affect the future development of this or the surrounding lots. ♦�E OF ,I•b • CD4. 49 f.� TM k►:4 . 0 i%; Steven R Pann.ne• ♦f (F' Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 DESIGN PARAMETERS I ABBREVIATIONS / '1 PRIMARY SEPTIC SYSTEM _w w .— WATER LINES 7TH TEST HOLE / / ! �, NO. BEDROOM: 3(450 gpd) 7 1 WELL)A-DIUS (P) PROPOSED / / ,"� " TANK SIZE: 1250g STEP - _ (E) EXISTING i *•A* *� /PERC RATE: 2 MPI (1999 TH) —as _J L NEW SEPTA CO CLEAN OUT NO. k SOIL RATING: 1.2 GPD/SF / 7 MT MONITOR TUBE NO. AREA RQD: 375 SF7. REDUCTION FACTOR: 1.0 f TYP TYPICAL ,/ 7 ADJUSTED ABSORPTION AREA: 375 'J M i7 _ SYS. TYPE: WIDE TRENCH 0.5'ED ' /--- i <till A7 7 : 1 -50MIN LENGTH: 75 LF/ - . ' / OD? _ / U2 EA 38LFx5.0'Wx0.5' E.D., 0.75' TD /� 1-/---- J NSN`NA / / // WELL TOTAL AREA: 380 SF J � —� - I I I / —� / 7 "\\-- I \ J / I c _-- ^ // / ti I / 1 WELL E ›.1 I 1 I 1 s I • SBp 'VERIFY IFY LOCATION IN \ ,/ / I FC E / RELATION TO TANK/FIELD i \\ \ \ ( i 2"R.I. UNDER DRIVEWAY • : / / i 1 = I 101.3 / / / / \ \ l I I DRI AY \\ �;� , / 1 1 ( A 4 �/ / / / / / \ \ \ \ ';� / / 7 ..--- ..-- \ \\ \171 / INSTALL 1250G STEP TANK(P) ABANDON EXISTING CRIB PER MOA CODE P \ \ \ \REMOVE 1000G SEPTIC TANK P) qtr -111,1 y w / �/ /// 7 ' \` \ \ \ \ '�Ir !'� 7 7 7 \� \ i\i"°- ) ( r \ \ \ \W \ • , \ \ I I_ 36.7 / I\ \ ` \ / J — J \ \ -1 1999 / \ \ \ \ , � INSTAL ABSORPTI•N Fl r P \ \\' ��� 'i % / (2EA)38LFx5.O'Wx0.5'E.D.,0.75'T.D. \ 11.4 EEO ® 12232112j.31 22ao 122441 _.-- 1,25"o 1.25"o PIPE W/ 0.125" DRILLED HOLES 18" 0.C. 2196 \ \ / / / / 1 & 1.0' SAND AND MTs AT ENDS OF FIELDS. 1 . 1122001 \ ® / / / / 7 / ADD 2"R.I. AND FILL AS NEEDED FOR 3' \ \ ! / / / EQUIVALENT COVER \ 1zz0a1 / / Q k' / / / / 7 TOPSOIL AND VEGETATE \\ \ 1 1 ( (c t / / / \ \ \ \\ . I 1 . / I 1 r ( / - . i AY R Ti I GAP BETWEEN BOTTOM EOFRT"(1 999) — TRENCH AND GP LAYER — — — _� �©—1.0 71116111 0.7 -x.0 1 P -3.0 j�p,S16b'-1N� - - --J -4.0 1NF1t Z GP -5.0 S�MEp 251' WORS 1.5- -6.0 - DOM , AS. [HS ` NO GROUNDWATER 1 N‘) S.o— 10.0 5.0 — — i6�\ f�1SRP SECTION A-A P' SCALE 1"=10' .-•l 37.5- _ NOTES: PANNONE ENG SVC, LLC Dote 2/201 7 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 •' PHONE (907) 272-8218 FAX (907) 272-8211 - cp' •• 1 scale *:• . • 13 . N :* 1" = 50' ••••• ••• `I • '• ••• P.I.D. NO T12N R2W S30 S2SW4NW4NE4SE4 021-022-15 THOMAS & PATRICIA GRENIER ;• 41ev�en A. Pannone PERMIT NO. DRAWN JRL CE 8149 13363 SUNSHINE LOOP OSP171336 SITE PLAN ANCHORAGE, AK 99516 + 'a,�• Sheej 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. 7. SCOPE OF WORK: INSTALL NEW 1250g STEP TANK, AND SOIL ABSORPTION SYSTEM. 5 GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 6.75 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 6.75 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. S. 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: NOTES: Dote FOR CONSTRUCTION PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 p'(F••'"' 11/2/2017 PHONE (907) 272-8218 FAX (907) 272-8211 �.•'� 4 • Scale *1401x. \ _ .* NTS '. �1 .�:•• P.I.D. NO T12N R2W S30 S2SW4NW4NE4SE4 ' 021-022-15 THOMAS & PATRICIA GRENIER ' •• Zeven 1�. �annoi a PERMIT NO. DRAWN JRLCE 8149 13363 SUNSHINE LOOP r . • OSP171336 ANCHORAGE, AK 99516 d;ai'•• � Sheet DESIGN NOTES 2 OF 2 FLATTOP TECHNICAL SERVICES `ti .,�.;'0. 'r 14530 ECHO ST. :.•=~f- . ANCHORAGE,ALASKA 99516 '• .-::. '>;t o'', 6 TEST HOLE # 1 SOILS LOG -- PERCOLATION TEST , ., °°°""C ,00,700000000000Cs9J �;- LEGAL DESCRIPTION: S12. SW1/4. NW1/4, NE1/4.SE1/4. .. Sec. 30,T12N. R2W. S.M. '.' '��'�'` I:. ;400RE a . . :. -3539 p,• '' DATE PERFORMED: '''00e ., ... �r- 4.4 July 30. 1999 • • o te,,��q,, PERFORMED FOR: Tom Grenier • „,. :.v-' DEPTH :: :: SLOPE SITE PLAN (feet) Pt. WELL ( �,' 1— SM Reddish sandy loam 2 A • ,.,,,,,3-BDR iiii N HOUSE' ' 3 GP Somewhat silty gravel ,,,; 4 Small, semi-angular pebbles 5 Dense DRIVE to Hard digging with frost bucket below 6' c rn cn 6 f 0% q to 6.75 B.H. o 7— o 8— 61 ;1 T.H. 1, T.H. 9— if #1 #2 10— Depth to Groundwater Date 11— No groundwater 7/30/99 Monitor tube dry 816199 d 15% ..1 12^ f ”' 13- 14 Date Reading Clock Net Time Percometer Net Drop Time . (minutes) Reading (Inches) 15— 7/30 12"Presoak 27 1/2 ' Add water&start , 3:04:35 23 3/8 #la 3:09:35 5 201/2 16— #1 3:14:35 10 . 185/8 4314 Add water 3:15 23 1/2 17— t :25 10 181/2 – 5 Add water 3:26 23 1/4 #3 3:36 10 18 3/8 4 7/8 18— 19- 20— PERCOLATION RATE 2 (minutesfinch) PERC HOLE DIAMETER 5" TEST RUN BETWEEN 3.25 FT AND 3.75 FT COMMENTS: PERFORMED BY FLATTOP TECHNICAL SERVICES. I Ted Moore CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: November 15, 1999 FLATTOP TECHNICAL SERVICES y .' 14530 ECHO ST. • '. ANCHORAGE,ALASKA 99516 ° z'� 'F• TEST HOLE#2 SOILS LOG -- PERCOLATION TEST •: .0"' ,' LEGAL DESCRIPTION: S12, SW1/4, NW1/4, NE1/4. SE1/4, Sec, 30.T12N. R2W. S.M. Ci;.-- 3 ) DATE PERFORMED: July 30,1999 ,° { '' � PERFORMED FOR: Tom Grenier DEPTH r r; SLOPE SITE PLAN (feet) ';; ,:' Pt• WELL 1 SM Silty loam 2 3-BDR 555, N HOUSE 4 GP Coarse angular gravel , 4 Much harder digging than in T.H. #1 _ „-, • DRIVE to 6 BH (Bedrock) 0% • iRI ) 0 7- 0 • 8- 61 IA T.H. t, T,H, g- #1 #2 10- Depth to Groundwater Date 11- No groundwater 7/30/99 iu15/o Monitor tube dry 8/6/99 O .2 12- - to 13- 14 Date Reading Clock Net Time Percometer Net Drop Time (minutes) f Reading (inches) 15- . — - — 16- 17- 18- 19- 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: No perc test done because the soil is much less suitable than in T.H.#1. PERFORMED BY FLATTOP TECHNICAL SERVICES. 1 Ted Moore CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: November 15, 1999