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HomeMy WebLinkAboutPARTNER PARCELS TR BOnsite File M'3:="�' l�':-.`�. :s ''.-�°= ,¢x � � "''• a �`^ art's �a��� �`�;'*„:, -; �" t� �`� All �. 419 Municipality of Anchorage E3`, 4 Development Services Department `� Building Safety Division s • E On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page/ Of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S W 0 4 Q 00 PID Number: & CJ 0— -7/1 _ 1 r Name: O �\ k, Wastewater System: OKew E] Upgrade Address: 33 I o o le-- V 5 to�, IDIr' ABSORPTION FIELD Phone: La, I e— .Q. Number of Bedrooms: 3 ❑ Deep Trench Mt allow Trench ❑ Bed ❑ Mound ❑ Other. V LEGAL DESCRIPTION Soil Rating: O � A�talDepthfromoriginelgrada: M W11 VAA Yt) 6 . GPD/Ft` l ( Ft. Block: Lot: Subdivision: FA -R1 W VZ- R NS 'ikhcr l3 Pepth to pipe bottom fr m o 'ginal rade: M � r Gravel depth beneath pipe: Z4. O IP- C -S L 141"tof 100K Ft. Fl. Township: ( 3 N Range: C Section. L• Madded ori 'nal grade: &Ab Gravel Length: C �% 1,W (r Ft. J I Ft. Well: w ❑Upgrade Gravel width: CJ Number of lines: I Distance between lines: I Ft. Ft. Classification (Private, A, B, C): Prl Total Depth: 24 S Cased jto: Total absorption area: pee MID ate3 Vd"+e- Ft. `6 Ft. Ft, `l l Driller. $:l� Stlllivav� Date D 'Iled: �o ©3 Static Water Level: �1Z Installer��� M. Yr Date Installed: Oc`t,, 18 Zoo Ft. t_ Yield:Pump �O Set at �Z© Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES septic ❑ Holding ❑ S.T.E.P. ❑ other: To Septic Absorption Lift Holding ublic/�e Manufacturer. �„ Capacity: From Tank Field Station Tank Sewer Line Y1JtJ VIC�- (a -A, / DOO Gal. Well Q-7 1 / $ ! I ( / '/. �%i 1 •` Material: 1 S 'f"e-te.� l Number of Compartments: Z Surface Water NOK , , LUC LIFT STATION Lot Line/ / 7 Y /(-3— /_ 7 Size: an acturer. Gel. Foundation -7.-7 I 'Pump on' level at: 'Pump ofr 1 High water alarm al: • i in. in. Curtain Drain p r� Pump Make & Electrical Inspections performed by: Remarks: BENCH MARK 0 ,5 `� l re F1}�1 -- A5 - $ L41 Lro Location and Description: ' f oVIL e� o I v>L v-� C- oulv1 0l`+t r Lo c a 1 a fi VAWAvk, Assumed Elevation: e We, s t S' d ase jo o Ft. O Fr O� S\AJ 4SC. Co V A e ,-Engig ers�$ lam')Z�i 4f 9 o , . , o • o •., ° E.�ecr Ins iv1 �jtta* i v1 Inspections performed by: GV" &Le,tl le--, C Dates: 1St 0fito p o4I r ;'rev 2nd ia1S_UUi 'i A! r`d BEE Development Services Department Approval 1 Reviewed and approved by: -w) C& Date: IL s°• ,��,•^• ° (,E 9254 (Rev. 12/00)A '. !n Z� P 1/3 �e rv^'c t! F loo ^<� LOT LINES 2002 Permitted 5 Bedroom 5 -wide System Design Location )Deep ?it Perc/Pit (9/13/04) y C�� 1000 gallon Septic Tank 2� C1 Completed Addition to House TCl Benchmark 100.0 Top of Concrete -1 ft High House Foundation Pier EXI TING HOUSE 0 50 100 ft SCALE 20 -ACRE PARCEL H FEATURE WELL Cl TCl TC2 C2 C3 C4 C5 MT WELL O Drill Date: 6/4/03 SWING TIES TABLE e_ 1) -- 152.9 96.4 28.8 30.5 -- 34.0 38.1 -- 39.0 43.8 -- 45.3 50.0 -- 47.9 52.4 -- 56.7 61.1 -- 112.0 116.7 -- 111.5 116.1 -- SITE PLAN -- AS—BUILT 3 NU.: U�-UU1 11JH I t: lu/cfJ/ t EBERLE ENGINEERING SERVICES 3875 MARIAN DRIVE EAGLE RIVER, AK 99577 907-696-0402 (phone and FAX) C GARAGE/SHOP s OFA \1 r .• C6 4C�•/�/"/TH s9A11�10 YJ GREGORYAl1 HERLE CE 5254 to (--,7 e. O `1 213 Foundation 2.6 to CO194.394. TC2 6 5' MT 1.5 ft TC1 C2� C4 C5 .1 7.9 7.9 9.6 Top of Sewer Rock 93.70 Perf. Pipe Invert 93,20 Invert 93,8 ^:� r e :.:;.-w�are;� S..e^• 1000 ga93. 6 l Bottom El. 89.20• Tank 5 -Wide Trench 7' NTS NOTES: - Geofabric fines barrier was place over top of sewer rock. In addition, minimum soil cover Is 3 feet, - Blueboard insulation covers wide trench above fines barrier. - Blueboard insulation covers entire system below backfill, This Includes the tank as well as all solid pipe delivering effluent from foundation, as well as from tank to field. Minimum FG 96.8 Perc. Pit Existino Grade Top of Sewer Rock93.70 Deep Pit Perf. Pipe Invert 93.20 Bottom El. 89.20 HBottom El. 82.3 2 Inches Insulation NTSCovering Fines Barrier Over Top of Sewer Rock PROFILES -- F AS-BUILT ER PARCEL' 1, R1E, SM /E: MARK MARK REIS 4TF. 10/2`_ EBERLE ENGINEERING SERVICES 3875 MARIAN DRIVE EAGLE RIVER, AK 99577 907-696-0402 (phone and FAX) OF At All 4Q TH* �S3i E ORYALAN BERLE CE 9254 !o 1z 6 6c+ 3/3 QC.Ilertffirb ;3ritting tog by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688-275q OWNER OF LAND: A C i S - ADDRESS LEGAL DESCRIPTION: P 1 � tt i01g1C q&s -r 8 DATE: 6 1/3163 PERMIT NUMBER: N030-3 Date of Issue &F -� TAX IDENTIFICATION NUMBER: 67C, - _711- 1 S— Is well located at approved permit location? blew _jNo Method of Drilling:�r rotary J cable tool Depth of well:SLI t Casing Type[ WaII Thickness inches Diameter t inches, depth of 6 y feet Liner Type: At O"j a Casing Stickup Above Ground: C2 ° feet Static Water Level: q,4. feet Recover Rate: ✓ is gpm Method of Testing: A /4, -- Well Intake Opening Type: 4 HIpen end j open hole Screened; Start feet Stopped feet ;J Perforations Start feet St pped feet ��i' Grout Type: j"` ' ° olume 4ISS Depth: from feet, to 14,0 feet Well Disinfected Upon Completion? 61es ❑ No Method of Disinfection: d t4,.;. se S C f'01,0 "1, Comments: BORE HOLE DATA DEPTH From TO C) Ca4� t,Z ° e4 &v°,E /, �x e z .,J /�/3 1.44K J01,+,j � C v 60114 ' 65- 'Y S,4,j io 6, ez.4 JEt '? 3 a )9° y r 1 40 6 4 -i Driller's Name..-�t 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 & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal ntD W \ Date Issued: Sep 23, 2004 Expiration Date: Sep 23, 2005 Permit Number: SW040400 Parcel ID: 050-711-15 Legal Description: PARTNER PARCELS TR B Design Engineer: 0821 Eberle Engineering Services Site Address: Owner Name: Mark Reiss Lot Size: 872071 SO. FT. Owner Address: 33100 Eagle Vista Dr. Total Bedrooms: 3 Permit Bedrooms: 3 Eagle River , AK 99577 - This permit is for the construction of: ❑./ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Z-7 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 066- "TI I- IG Permit Number SW Property phone a9q-5P86 Mailing address 00 Q�(nl % Vlnln Qr E-hQ E Mailing address (2) Zip Code gc(5-4-� Legal description (Lot, Block & Sub'd.) I RALT ( a t'CA is Legal description (Section, Township & Range) Se -nDN 4 T13N , VIM, Srn Lot Size �qa, c) --q Acres/Sq.Ft. Number of Bedrooms 56 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: i 15 6a Waiver Fees: _ Date of Payment: qlgL Iny Date of Payment: Receipt Number: 55iLJO tp) Receipt Number: (Rev. 12/00) 0' #/ LOT LINES 2002 Permitted 5 Bedroom 5 -wide System Design Location \Deep Pit Per /Pit 56, 9/13/04 1000 gallon Septic Tank /Proposed Addition_ Benchmark 100.0- Top 00,0Top of Concrete 1 f t High House Foundation Pier EXI ING HOU$E 0 40 80 ft SCALE PROPOSED WELL SITE SITE PLAN WIDE TRENCH re-DESIGN. for 3 BEDROOMS ©r j 11 LEGAL: TRACT B PARTNER PARCELS�Q'�•�+ SECTI❑N 4 T13N R1E SM e�}: �QTH o- '`�'•. :{r/ ❑WNER/REPRESENTATIVE: MARK REISS / C❑NTRACTOR /BUILDER MARK REISS i,,,„•. JOB NO.: 02-001 DATE: 9/14/04 /jfg•, GRSXUMNEEEALE ..&, r� CE 9254 t 3875EBERLMARIAHNDRIVE ING SERVICES EAGLE RIVER, AK 99577 to 907-696-0402 (phone and FAX) House Foundation Wall House a to CO CO CO Cos 1-4 ft Invert 94.2 94, 93. Tank Bofttom 89.8 L-61 I 1000 gal Tank NOTES, Cos MT s Cos Top of Sewer Rock 93.7 1.2 Perf. Pioe Invert 93.2 Bottom El. 89.2 5 -Wide Trench 0 20 40 (t SCALE - Geofabrlc fines barrier over top of sewer rock and 3 feet minimum soil cover unless wide trenches are Insulated. - Blueboard insulation to cover perforated sewer lines and tank where soil cover Is less than 3 feet thick, Sewer line delivering effluent from tank to drain field to be Insulated if Intended to be over -driven. G W/O Insulation 96.7 FG W/ Insul. 95.9 Perc. Pit Existing Grade Top of Sewer Rock 93.7 Deep Pit Perf. Pipe Invert 93.2 Bottom El. 69.2 Bottom El. 82.3 Inches Insulation 0 20 40 it Or Fines Barrier Over Top of Sewer Rock SCALE I PR❑FILES -- re -DESIGN a 3 NU.i Ucf-1.11.11 11JH I tt: 7/14/U' EBERLE ENGINEERING SERVICES 3875 MARIAH DRIVE EAGLE RIVER, AK 99577 907-696-0402 (phone and FAX) •� cam'.•' .� •�y `i ...9To< :,�-tr'fi...... f". �'. • GFEuO"Y' A�1Jl EBFi1E y li� CE92bd •.�`� g�fg T 9I!`f 04 ff 31 =====fffff 1rac.'(' B, Pa�rtne.r Pave-�S �13N� '�1�� Su�f-io►1 �� SM , v 3 lg¢dveotms TKA S�Zt- 1000 �j t l(oKs 41iGo f IOC RdMr -=' O. $ 6ZPb SF T;Vm I (nmc — btseA 1voVIokRAte = Izot►K/ 1►4 w,t gNLV� bCGadj1OK0.� 4v* -CA- 5, (+. C5 -P) 188 .WY "J'i- T4AM-c-4 µ' v 4*orD�-sif1h L1� �K 40 1�� NSL fA �0 �0 co co 5. po DEPARTMENT OF HEALTH 6 HUMAN SERVICES Us -V Street, Anchorage. Alaska 99502.0&50 SOILS LOG — PERCOLATION TEST PERFORMED FOR: M A F '{�� 1 SSS J'� _ DATE LEGAL DESCRIPT"-. --rMe ' •✓ -�`^ ' W V Tom' Ram• , A. 7*- SL9PE 7( vscq 7 o✓L,l 2 `` � su='}�, 9hLl.vt.l +vacs. t If, Dcca;10�,l C Lks. 4 � � Cs�� D� 7 8 9 I! I I I I WAS GROUND WATER 10 ENCOUNTERED? D 11 IF YES, AT WHAT DEPTH? 12 13 ato r Mar UK M.rrwT tatt 14 15 18 17 18 19 :4 TH �'i:%Ii1ai-aMWA W MECT� 100�—lcw fwl l 20 PERCOLATION RATE -L (MMASWW10))PEERC MOLE DIAMETER X1'14"^7 •. TEST RUN BETWEEN 3,5FTAND -45 FT B66 COA1MtNTS FrscaM: D sT. le Fra I.n er ��T Svcs . , r� Eby GEnT �TruTgT►�S I) I wws rxroRMts: w ACCORDANCE WITH ALL STATE AND RT VNfC PAt CIl17DEt7NEg rtu EFFECT ON TMS DATE. OATS: O 4 72"(RMv. 4851 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW030323 Legal Description:PARTNER PARCELS TR B Date Issued: Aug 21, 2003 Expiration Date: Aug 20, 2004 Parcel ID: 050-711-15 Design Engineer: 0821 Eberle Engineering Services Site Address: Owner Name: Mark Reiss Lot Size: 872071 SO. FT. Owner Address: 33100 Eagle Vista Dr. Total Bedrooms: 5 Permit Bedrooms: 5 Eagle River, AK 99577 - This permit is for the construction of: Q 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 specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, seated, and heated to prevent freezing. Received By: Issued By: Date: 1011-5 6 Date: a/2//0- Municipality of Anchorage -. Development Services Department Building Safety Division i On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 ON-SITE SEWER/WELL PFRMIT APPMA.TION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0S -o `—I ,1'i S' Permit Number SW0303Z3 Property Mailing address (1 3l0o Day phone df'G- �Oc� lis J2 % Zipr,erz Mailing address (2) p Code (q�l ��% _ Legal description (Lot, Block & Sub'd.) 1`L r4Nz .�R rce /S 72&61_ •� Legal description (Section, Township & Range) Lot Size 47x071 Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well d Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information Is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: g /O O Renew Waiver Fees: Date of Payment: $ - _C 7_0 -3 Date of Payment: Receipt Number: Receipt Number: (Rev. 12/00) ArAlow .9/,9/0.3 MUNICIPALITY OFANCHOR2AGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW020303 Legal Description: PARTNER PARCELS TR B Design Engineer: 0821 Eberle Engineering Services Owner Name: Mark Reiss Owner Address: 33100 Eagle Vista Dr. Eagle River. AK 99577- Date Issued: Aug 16, 2002 Expiration Date: Aug 16, 2003 ParcelID: 050-711-15 Site Address: Lot Size: 872071 SO. 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: The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. A ZABEL 2200 SPLITTER VALVE OR APPROVED EQUAL SHALL BE USED TO SPLIT THE FLOW OF SEPTIC TANK EFFLUENT EQUALLY BETWEEN THE DRAINFIELDS. Received By: Issued By: Date: Date: 2 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.5650 www.ci.enchorage.ak.us (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. jo S 0 —1 t t I t; ©0DO7,,` Permit Number SWO20363 Property Mailing address (1 Day phone Z 2-4A' — S 2-S6 V1/1 -- t5ay1.0- IVI,`Ve4- Mailing address (2) 9 ������ Zip Code 11157.7 Legal description (Lot, Block & Sub'd.) TSA-Gi - �A%T N�i� �A�c>v LS Legal description (Section, Township & Range) SCA—OK q. 'rl3 N � R�\ E, SM Lot Size 70 cre q.Ft. Number of Bedrooms S g7a- 071 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 1 certify that the above information is correct. I further certify that this application is being made for a Single Family Dwellinani i� in�ecordanc�th applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: wo Waiver Fees: Date of Payment: $'t' 131a7- Date of Payment: Receipt Number: oZ y 12 YI ri Receipt Number: (Rev. 12100) . Eberle Engineering services 3875 Mariah Drive Eagle River, AK 99577-9757 Phone/FAX 907.696-0402 WELL AND SEPTIC SYSTEM APPLICATION NARRATIVE LEGAL: Tract B, Partner Parcels—Section 4, T13N, R1 E, SM August 9, 2002 IMPACTS TO ADJACENT PROPERTIES The location and design of this well and wastewater system is expected to have no impact on adjacent properties. There are no septic systems, wells, or surface waters within 200 feet of this proposed design. The nearest residence lies some 1000 feet to the southwest. The north lot line bounds the south side of Chugach State Park. Neighboring properties—from west to east Tracts A and C, Partner parcels—are large: approximately 40 acres and 20 acres, respectively. TOPOGRAPHY The existing house, garage, and proposed well and septic sites lie on a large natural bench on the hillside. Stopes greater than or near 25% downslope of this proposed system lie more than 50 It away to the southwest. Chugach State Park land to the north rises at 25% plus or minus for several hundreds of feet. See site plan and slopes on the percolation test sheets. LOCAL WATER LEVEL A 12400t deep soils -investigation pit was dug on site one year ago and still lies open. Ground water levels of 2 to 3 inches have been observed for brief periods of time after heavy rains. System design depths were determined as no elevation lower than 6 feet above deep test pit bottom as projected to lie parallel to the native existing ground surface in the direction of the percolation test holes. PERCOLATION TESTS AND SOILS Two Failing Head percolation tests were performed in accordance with Alaska DEC specifications in the holes indicated on the attached sheets. The soil percolated in the 6 to 15 minutesfinch range, resulting in a design rate of 0.8 GPD/SF or 188 SFBR by Table 1 per AMC 15.65. The soil underlying the 124nches surface organic layer consists entirely of poorly graded to well -grade sand—SP by USCS—with gravel and occasional cobbles to 8 inches, trace to little silt. See percolation sheets. Included: I -On-site Sewer/Well Permit Application for a Single Family Dwelling 1 -Narrative (this sheet) 1 -System Specifications I -Design Site Plan 1 -Design Profiles 1 -Wide Drainficld (5 -Wide) Design Sheet 3 -Soils and Percolation Sheets 1 -As -built dated July 17, 2002 Eberle Engineering services 3875 Mariah Drive Eagle River, AK 99577-9757 Phone/FAX 907-696-0402 SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM LEGAL: Tract B, Partner Parcels—Section 4, T13N, R7 E, SM August 9, 2002 A. GENERAL 1. The well and septic plans are for a single-family residence. 2. The site plan and profile drawings shall be a part of this specification. 3. All materials and workmanship shalt meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design, and the engineer may modify the design in the field if soil conditions are found to vary unfavorably from investigated soils. 5. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 6. The excavation is to be exactly in the area shown on the site plan; any deviation requires engineer approval. 7. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. Septic tank shall be 1500 gallon and meet MOA Standards and Specifications. C. 5 -WIDE DRAINFIELD 1. The trenches are to maintain uniform bottom elevations throughout entire lengths. 2. The total depth of the trench excavation is not to exceed 6' at any point. 3. The effluent line within the trenches shall be laid level within 0.03'. 4. The sewer rock is to be covered with typar fabric material if not insulated. 5. Soil or combination of soil and extruded board insulation to a depth of T or equivalent is to be placed over the wide trenches. 6. The area over the trenches is to be finish graded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well or 200 feet to any community well. 5 -WIDE SYSTEM DIMENSIONS: TOTAL DEPTH= 6.0' GRAVEL DEPTH = 48" under pipe, 2" over pipe TWIN TRENCH LENGTHS= 4T TRENCH WIDTHS= 5' SOIL RATING= 0.8 GPD/SQ.FT BEDROOM CAPACITY = 5 SEPTIC TANK SIZE = 1500 GAL. SEWER AND PERFORATED PIPE DIAMETER = 4" Twenty-four (24) hours notice required for all inspections. O - §I 7 �47' Deep Pit 12'' 001 Benchmark 100.0• Top of Concret 1 ft High House Foundation Pier 0 50 100 ft SCALE 20 -ACRE PARCEL d SITE PLAN -- DESIGN I J NU.1 UC:—UU1 I LH 1 Li O/ O/ UC EBERLE ENGINEERING SERVICES 3875 MARIAN DRIVE EAGLE RIVER, AK 99577 907-696-0402 (phone and FAX) LOT LINES PROPOSED WELL SITE 1-1 GARAGE P CSF..Ate C3. :40,j �* ...... ... ... .......fp� �. fiEG4RYAUYEBERLE =CSS CE 9254 House to CO 1-4 ft 91.5 Tank Bottom Z11113101 House Foundation Wall MTs Cos Twin Wide Trenches Bottom El. 91.2 1500 gal Tank 0 20 40 ft SCALE 95.7 95.2 - Geofabric fines barrier over top of sewer rock and 3 feet minimum soil cover unless wide trenches are Insulated. - BLueboard Insulation to cover perforated sewer lines and tank where soil cover Is less than 3 feet thick. Sewer line delivering effluent from tank to drain field to be Insulated if Intended to be over -driven. Maximum digging depth (NW end of trench) 6 ft BGS Existing Grade G W/❑ Insulation Perc. Pit #2 98.7 Existing Grade El. 97.2 FG W/ Insul. Perc. Pit #1 Deep Pit 97.9 12' to Bottom Top of Sewer Rock 95.7 ZI Perf. Pipe Invert 95,2 Bottom El. 82.3 X1011 Twin Wide Trenches es Insulation Bottom El. 91.2 0 20 40 ft Or Fines Barrier Over Top of Sewer Rock SCALE a PROFILES -- DESIGN d �w:a•ull>•�ra�lnl���r��i�9TA1 EBERLE ENGINEERING SERVICES 3875 MARIAH DRIVE EAGLE RIVER, AK 99577 907-696-0402 (phone and FAX) .v... .... .-.. GREGORY hM EBOU CE 9254 .-j 514h. 1126 t oZ —rrOL - W. -se. T ttL 57 zxt- 50 0 ofO% ltoI1S pafQ- T;,,cVO v = o . S (A"(— I57,9.5) —65f.ot1 Mtv". o� S wu'+�►�c.� '� I „A;N/ IK rjoi I i5 oar 5i l�- �t2/$e o Utz __����.� t w ode. T�� t.►.r.��•. �y'd - � Y o w dtc� 0,501_ 49 qt i 4 THyI< v (wdYB�s T re . GREGOfiYVXEBERLE �t CE 9254 • ��'CO d 1p, AL u� Co Municipality of Anchorage DEPARTMENT OF HEALTH 6 HUMAN SERVICES V5 -V Street, Anchorage, Alaska 99W2-0650 SOILS LOG 117 es. t o �, fi' PERFORMED FOR: ' _l QY fl S S DATE y .p V�lN LEGAL DESCRIPTION: �r�. _ 1� *F0.Yrr rS Townsh .Range. Section. t 2- 3- 4- 7- 8- 12-- 13- 14- Is- 17- is- 19- 20 3 • 7e 12 13161817181920 COMMENTS r NI It 1 oCcAfi to r• -a 66 WAS GROUND WATER )O NTEREO? pop ENVOU TIepM�/- S 17i G�f5 IF ES.ATWHAT p DEPTH? E Depth to war Alw sa'? Da: *:4 GREGGRYAIAAEBERLE •�, 113 CE 9251 IS1 PLAN a -r immomm■■� 1 m its ifs ifs m m m fffll� m ufll.l�f�mt�f�t�lll.a� cumm©a■■■■ ..■■■E■■■■ ZS PERCOLATION RATE (nwu wwwh) PERC HOLE DIAMETER TEST RUN BETWEEN PT AND� FT d w�aAr leo 1 Aio u'0( 1_3,fr s SeyJ¢ PERFORMED BY: •1 CERTIFY THAT TWS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE ��■�.6��1■�11110 PERCOLATION RATE (nwu wwwh) PERC HOLE DIAMETER TEST RUN BETWEEN PT AND� FT d w�aAr leo 1 Aio u'0( 1_3,fr s SeyJ¢ PERFORMED BY: •1 CERTIFY THAT TWS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE Municipality of Anchorage e DEPARTMENT OF HEALTH d HUMAN SERVICES a25'L' Street, Anchorage, Alaska 99502.0650 SOILS LOG - PERCOLATION TEST p PERFORMED FOR: M9Y k izq'�SS DATE LEGAL t ; 2 : -A.. , �„dd SPINb 3BOOV wl jv-0'.'ja.l i1roLce_ 716It) A- 5 -L 0cW110�l�s�°bblr� 7' 9 9 IL— WAS GROUND WATER 10- ENCOUNTERED? it IF YES, AT WHAT DEPTH? 12 cloth in Wan Abu 13 Y/1_MWS Mrwm? 1 14 16 16 17 l6 19 OFA r AA r ��• Jp_ . F..: Ii,. of* ....A .:-. ... V. ~...... GREG017 ALAN EGEBLE CE 9254 S ....:.��� M I SLE 20 U PERCOLATION RATE114.1 �1 PERC HOLE DUDIAMETERcc I TEST RUN BETWEEN �^ FT AND �FT COMMENTS PERFORMED 8Y: CERTIFY TTT TEST WAS PERFORMED IN 71 zo I) ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: �� ��ilii�b7F�sy.'r}��/yi�lai�►�i�.>1!•� Y/1_MWS 0 C7.21IIIIIIII rAFJ 9 C On bSWA 7 F-%mmr mrlvauRqf� �i =w 'rMLV mLl"- Miff=W lT"IM ��03UXSrd iMUM 20 U PERCOLATION RATE114.1 �1 PERC HOLE DUDIAMETERcc I TEST RUN BETWEEN �^ FT AND �FT COMMENTS PERFORMED 8Y: CERTIFY TTT TEST WAS PERFORMED IN 71 zo I) ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: �� Munkip of Anchorage � DEPARTMENT OF HEALTH 8 HUMAN SERVICES 825'L7 Street. Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST E# PERFORMED FOR: • la r F— V-9-`55, DATE PER LEGAL PSE OF till � 1 70 L .54J3,r_s �euen• [ 2 )107— Township. 10Z -• Township. Rarps. SOChOm'M 0 tsu Qrq titi; c. (wear Pl r ivv daA SAND. occas io�� tabb ��, 8 r NGI Q Te#-Cv "'LTA D P, 7f' # Z 8- 14 15 18 17 18 19 MAIM r�-��v «iM 20 U PERCOLATION RATE�ft,.,+ch1 GPPERC HOLE DIAMETER ccnn �K TEST RUN BETWEEN � FT AND 1LLFT COMMENTS PERFORMED BY: Eat ENGt Rr� 1 CERTIFY TN T THIS EST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE Z0 O WAS GROUND WATER A 10 1C 10- ENCOUNTERED? / v 11 IF YES. AT WHAT DEPTH? 12 CIO is Waw AKK 13 NwAmft? lllc 14 15 18 17 18 19 MAIM r�-��v «iM 20 U PERCOLATION RATE�ft,.,+ch1 GPPERC HOLE DIAMETER ccnn �K TEST RUN BETWEEN � FT AND 1LLFT COMMENTS PERFORMED BY: Eat ENGt Rr� 1 CERTIFY TN T THIS EST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE Z0 O W AS -BUILT I hereby certify that I have surveyed the following described property. TRAc-T B FA97WEK PARC E(-% - S�.<-J-%-- 4-�T (3 N , FR I E . %M -.� L g .44 NJ, Anchorage Recording Precinct, Alaska, and that the improve- merits situated thereon are within the property lines and do not .. .^"" •••, f v^ A .• .;r` , • ..� )� 4� '9 h overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach in that there are no roadways, �' •',ty• .rt�1f1 1* on the premises question and transmission lines or other visible easements on said property. .. Y •...Y•«...«u.Yw .• • except as indicated hereon. ka 6. �' �,..�sa•,i 0 Dated at Eagle River, Alaska I .M•\NM..Y•...V• ,I NIMM� O." % tlabert C. J�.i.,son t W� this /7 Z-6 .fay of �� I!�/ 2001= 4 ° c. ` ' , + ROBERT C JOHNSON 7 ey, �� bbt _.r �,• y'Y• � SCALE: Registered Land Surveyor No. 880 -LS 1".60 Box 77.0456, Eagle River, Alaska 99577 Phone (907) 6942543