HomeMy WebLinkAboutT15N R2W SEC 25 LT 148T15N R2W SEC J •t t � \ � f 1 ^w > \ r 1 : � , � \ \ \ � � \ � v� . ��� � ©® . , { ®\�� i� � � ` � � . � � \ ` ` }/ \ <��% » « f��i � � Z « r ° . 7 ; �«® � \ ± � . �� \: : ^� � ± . r < < > > « � ,! : yc > : � \ \ > » > < : _ � f \ < , > , § � � � . > ! >y � .y � f > � » : , V>y. < ®` � f�,� : » : _� �>� � � � : «s« < : : . x � a « > � y � _ < � ! « • \�\ � x \� � , r : \ : f » ® � Z \ \� 7 < \� \� ` ^ � ^ \a` - , >�� � � . K � � » d a< ± � r - - > § t � ` t > . .� ` \ � / .� . a i � . Z ± f { . %1y . » : \ .� � � : � � © a a >�) . STATE OF ALASKA FROM: STATE OF ALASKA F DEPT OF ENVIRONMENTAL CONSERVATION R LOCAL REGIONAL/DISTRICT OFFICE O Applicant name, address and phone number: .J4 Mt,S - 1/le -i J -414s" T J51Y9 G AK,5 211)&Z J12. o Chvb/4 1:� /1e 9956 - FEE CALCULAI ION FORM DOMES[ IC WAS I EWAI ER PERMI T FEE DEC CONTACT (TYPED OR PRINTED): LG�/5 PHONE: 5/ 95 NO I E: 5 This form Is for fee calculation purposes. N is to be completed by the applicant and submitted to the local DEC office. 2/ FacAit Pro ect dame: FEE BEGS. SUB- DESCRIPTION / FEE BASIS Fee Amount Amount for REFERENCE CATEG this permit 72.010. DOMESTIC WASTEWATER PERMITS (d)( 1) WL Individual Permit or Certificate of NPDES Permit 0-500 gpd $100 501.2,500 gpd /$2 ��•�U .. _ _ . -- ....w ..J $400 $1,000 I EAGLE RIVER ENGINEERING SERVICES 5 i 1 4 C� $1.600 LOUIS BUTERA, P.E. $2,400 / i ' P. 0. .130X 773294 694-5195 EAGLE RIVER, AK 99577 89-6 $3.2 12525 � 4)er,IC OtdCi Ol d �%/�/1 GY7 $2W zt / $500 $750 First National Bank $tow of Anchorage EAGLE RIVER BRANCH, EAGLE RIVER, AK 99577 X11: 1 2 5 2000 601: 0 5 50 01,B 611® 5&14 (1) WL lUenelai r cum% (g)(1) W1 Permit Renewal received before 30 days from renewal dale - 40% of initial fee (g)(2) 1 W2 Permit Renewal received after 30 days from renewal date • 100% of initial fee Total Artta7unt Of Fee $ To legally dispose of liquid wastes to land or waters of the state of Alaska, owners/operators are required to pay a permit fee pursuant to AS 44,46.025. Please check the information on this form for accuracy and remit the correct permit fee to the address above, with a copy of this form. if there are any questions regarding this form, please contact your local ADEC office. 490' vv 70 zmsk Rlvex SeXTAkelz Louis Butera, P.E. Registered Civil Engineer May 13, 1993 Susan Oswalt Municipality of Anchorage Dept. of Health & Human Services 825 L Street Anchorage, AK 999502 Re: Steep Hill Elimination Subdivision Dear Ms. Oswalt: *Iec r' 144,f, 444 Y % ` 4jp' Of %Z S-'10597 4nss9� Attached please find soil logs and site plan showing the above referenced subdivision and proposed wastewater system. The soils as described by four test holes located in the northeast corner of Lot 3 will support a primary and two replacement sites for a six bedroom, two residence usage as designed by ADEC guidelines. We are currently submitting a plan to ADEC for approval. Once this approval is obtained, the system will be constructed. This will provide the required wastewater system for Lots 2 and 3. The area on Lot 1 is being expanded and therefore does not require review. Water will be provided by individual private wells, of which there is one each located on Lot 1 and Lot 3. We ask for your approval of the preliminary plat, based on our proposed plan. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1993\93-020B.LTR P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297 Louis Butera, P.E. Registered Civil Engineer May 13, 1993 Dept. of Environmental Conservation Anchorage District Office 800 E. Dimond Blvd., Suite 3-470 Anchorage, AK 99515 Re: Lots 3 & 4, Steep Hill Elimination Subdivision At the request our client, Mr. Jansen, we are applying for a permit to construct a community wastewater disposal system on Lot 3, serving the above referenced lots. The system is designed for an existing three bedroom home and a proposed three bedroom home to be placed on Lot 2. As this is a new subdivision, a plat note can be added limiting the Lot 2 to three bedroom capacity. Each lot will contain a private well. The wastewater system is a standard design utilizing a pressure distribution system from an Orenco STEP system. The bed is to be constructed by excavation to the sand or gravel layer and backfill with ADEC approved filter sand to a level of six feet above bedrock surface. Soil logs, profile and plan drawings are attached. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \ 1993\93-020A.LTR = Louis A. Butera o Seee CE 6736 94..* �'5 ��_ ll���pROFESS\���� P.O. Bax 773294 • Eagle River, Ahsh 99577 • Telephone (907) 694-5195 • Fax (907) 694;3297 Irrli / c A I � �ri g /0�2CO - ;:N A Q $ 00'08' 245' \ 1 ZI a N 0.13' E `J 330' 1 a co 8 \Ln ' \O\Z 1 I • 1 \ a 1 I / T,�- N 00.00' E 130LFP 00 u - ( � a �n r; CY RESERVE280' VACATIONLn RIGH -0 - AY DEDICATION Al I S 00.12' W 330' �� SROUFE STREET = 1 i ;------- ---------------------------- NORTH ---------- _----.------- I--- 1 � I NORTH \ EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB T-16-4 SHEET NO. CALCULATED BY- CHECKED Y CHECKED BY SCALE OF DATE DATE PRO=107-1ees Ix, Groton, Mass. 01171. PONS \ �R i — x—x --x —x_ 330' \ N 89°51' W 13 165'H- rRe r— \�.\�� x \\. � REPL. �P SITE I / To' I . V') Tn REPL. X r SITE MT 10' X SEPTIC AREA ----- mi W not usable for C TH_i �� \` n t� '! A u n driveways, parking 24'x32' TIT_a 30' 30' areas or structures PRIMARY Z / i SITE / CD\ Q ¢ i— I / x 2.000 CAL W Z ° STEP TANK O W I / 5' HIGH Cr WOOD FENCE x TIER LINE EASOW41 as Q X 4' PVC y � W0 / I J o I ZD Z 1.1 Acres I I I - WELL RADIUS w HE N I too' y a IT< O i x Z PRIVATE O 'WELL Q in 1.0 Acres I 3 BR TANK O I X. o. I HOUSE 9. UJ \ W L \ x o LLj � \� I f `r L✓ p.1RN �P��E RPO\U I `� cTv� O I �/ �Q� E \S6 / \ I ------------------------/ E ... ... ................ \ P TENT PATENT x — x .— X \\ < SO' 38 R \ L — — — — — — RESERVE -- N 00°09\ E� \ VACATION 17'� RIGHT\ OF DE IC —WAY\ TION 1 14' S 89 ° 51 ' E 215' ® — TEST HOLE 64' o — MONITOR TUBE _ N_00°08' E JAM ES WAY— _ SEWERECLEANOUT Re_33'------ �FRe------- WRs-- +�+i��F+Ft+— PROPOSED LEACHFIELD NO 'KNOWN—CURTAIN—DRAINS Io' UTILITY EASEMENT Ra I — — — EASEMENT WASTEWATER SYSTEM PLAN LEGAL: LOT 3 STEEP HILL ELIMINATION OWNER: JANSEN CONTRACTOR: N/A JOB 93-020(b) DATE: 05/13/931 SCALE 1" = 60' EAGLE RI VER ENGINEERING SERVICES AP.O. Box 773294 EAGLE RIVER, A.K. 99577 (907) 694-5195 FAX: (907) 694-3297 BED DETAIL 1-1/4' pvc, Sch. 40 effluent line Bury atfoa+4' with 2' burial m. 2' wide, centered over pipe. 2,000 gal. 32.0' Tank/lift Station — — — — — — �� 26.0' =i 4 laterals °O __________--0 6' on center _— 41 ------------aio '0 2" 2,. PVC ®— — — — — Mainfold I �\ Cleanout pipes Monitors 1-1/4" pvc lateral \_Exterior limits of bed gravel 2- insulation + _filter fabric 2' earth cover minimum 1' sewer gravel gs ° d° °° ° °goo° ° °° 88 ° ° 4 0$°°s°/ ° °eA i q . ':•' Pemove exlst�g topsoi + ''0 6 Original ground surface •• `o• wderlying clay layer to clean ± 3.5' nterrace with native gravel+ P.epiace with titer sand material.'':'' depth_ ° .'. 1 Existing native gravel soil (GW) ! Impermialble layer +G• below leach gravel GWT 7.3' + LEAC H E 9 E L D DETAIL LEGAL: LOT 3 STEEP HILL ELIMINATION.6 > a OWNER: JANSEN" ••°,.o°' CONTRACTOR: N/A _ oto 'tea<;. y a JOB 93-020(c) DATE: 05/13/93 NOT TO SCALE40 ®•�°°""'°•° "`•`'""'""`y" EAGLE RIVER ENGINEERING SER VICES ro e Louis A. Butera •�' ® CE -6736 e �� P.O. Box 773294 ®�s� •• °•o 0.0••• EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 t% 'ORo�Essw �►®FESS SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT 3, STEEP HILL ELIMINATION A. GENERAL 1. The well and septic plan are for two, single family residences only, at six bedroom total capacity. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the . field by the engineer. 5. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. SEPTIC TANK 1.- Septic tank is to be pre -approved Anchorage Tank, with Orenco lift _station. C. BED 1. The bed excavation ist to natural gravel with a 3.5' sand filter layer placed to maintain 6' above bedrock level. 2. The bottom of the bed shall be level, plus or minus 1.5". 3. The total depth of the bed excavation is to be 6' above bedrock level. 4. The sewer line is to replace the existing sewer line that leads to the existing pit. 5. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 8. 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. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 6" (above grade) GRAVEL DEPTH = 12" BED LENGTH = 32' BED WIDTH = 24' SOIL RATING = 1.2 GPDlft2 BEDROOM CAPACITY = 6 SEPTIC TANK SIZE = 2,000 WITH ORENCO LIFT STATION Twenty-four (24) hours notice required for all inspections. EAGLE RIVER ENGINEERING SERVICES P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 JOB Steep Hill Elimination 93-020 SHEET NO Of CALCULATED BYDATE 05/13/93 CHECKED BY SCALE DATE PROOM n4-1�Mris in. G,Mon. Mas. 01471. (ENGINEER'S SEAL) oA. Municipality of Anchorage ® DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: JG^'re^' DATE PERFORMED: -//a9/S? Pv�Po.rB -✓ LEGAL DESCRIPTION: STec:p �/.//t -r`�'��✓ 1,713 Township, Range, Section: %/S !Q � W SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 1 1 1 2 E ( T 61T(� 7 8 9 Date Gross Time �G�fv. i J A- 0 y 6 � 6 GR..-� r ...ccr• s r�.� .0 O r_r7 f/4G /J•/f.{ RUG/� t�ecl�� cK o 'ih�;3 a 0090 •eoeyo sD ...i 9• .— 71�5 Sff6Q Qo ao c�nr Q 06 Louis, e C[-%735 DQ �i „o• � .y T��` Ow9�gn7, j �v�!_'3i' C7 p�60O0o S 0 COMMENTS WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth to Water Aller r Monilorino? - Bale: 5 6 r 3 G 1 ! r% Reading Date Gross Time Net Depth to Net Time Water Drop y 6 PERCOLATION RATE 0" /6 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 3 � FT AND FT PERFORMED BY: C r_ - ' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S 3 72-008 (Rev 4/85) Municipality of Anchorage 4 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: r4kl5EA/ (ENGINEER'S SEAL) DATE PERFORMED: 5 // 93 LEGAL DESCRIPTION: Sit;EP LS `-'� Township, Range, Section: SLOPE �- b Ul2GAN1 �, / rop5or l-. •`—` sr�ul�/SrLTr �LA'f� PAa-t-FPDz�aJ 2 CSG c� 3 O Ut1ot5T To w6T Sr�r�DY &QA�t<f 4- G' G( w/�J7StSGE5 eC 5 6 v _ -- GGt� t u 6 C4FP &FD2ocIC O r_ 7 .. Lz�r� Roc -K 8 9 10 WAS GROUND WATER TF S ENCOUNTERED? IF YES, AT WHAT 1 1*� �y `^, 1 -. 4 DEPTH? j S 12 Sal •'e encsc s.:rt' �n4 ;.;;; �,t Oeplh to Water Aller 13 ': Monitoring? Dale: — e n 14io �= Pave an ac4..v oec �snec�. R� Luv;s A. Eotcrn L, e 15 ®�� e CE -6736 17 18- 19- SITE 819 SITE PLAN Z) L O _ P E S -7F' 1 0 Reading Date Gross Time MEN Depth to Net Water Drop `SOAK 5-1(-'13 3 'fd -� �• i!: ►► � i'1 3,0 �,,N � �ifC. ' 3%16 3 /v 17 rot F.0 M w yc tri z 3.0 �rrN f46 3 /6 I 1 ME—Olin ■.■■„■ NONE Z) L O _ P E S -7F' 1 0 Reading Date Gross Time Net Time Depth to Net Water Drop `SOAK 5-1(-'13 3 'fd -� �• i!: ►► � i'1 3,0 �,,N � �ifC. ' 3%16 3 /v 17 rot F.0 M w yc tri z 3.0 �rrN f46 3 /6 20t' t_j PERCOLATION RATE �'� (minulesiinch) PERC HOLE DIAMETER 6 1 EST RUN BETWEEN 3 FT AND -1 FT COMMENTS T�72 . —��-'�_- PERFORMED BY: ��EH I f�'� � 5 ' CERT IFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: OwsEN DATE PERFORMED: 511-q3 St/go Township, Range, Section: " v cl nPF SITE PLAN . 1 2 3 a 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS 7W # Y 4 G. WAS GROUND WATER Nd ENCOUNTERED? fV k S L IF YES, AT WHAT O DEPTH? P E +f Depth to Water Alter Mnnilnrinn7 N 1A Date: Reading Date Gross Net Depth to Net Time Time Water Drop SagK 6j-It-�t3 1 y:35�ys 0,z sEc iv �1G y.a 30sEL 10°/16 _ Qt, o--9,1 I0 0/f4 y p„ �( , , y3 0- ql SEc 0 v tS n PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN Z'5 FT AND 3'5 - FT PERFORMED BY: G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev 4/85) OR6q N+t(-/ TOP Sol L- St LtY�SAr�r�Y clA S i G c SAN151f G^PAVe L C'• .G ` w/coRgiQS o °o ,Gam Ft2A(Ivpf 0 &-opt-I Dec Org% '`'b: T14 p�0 • veoa �"�a�^ ®�q Louis A. Bu'ora evr CE -6725 �C �0 •e eo aecK� ,�\��`i�*t PRO FE co' COMMENTS 7W # Y 4 G. WAS GROUND WATER Nd ENCOUNTERED? fV k S L IF YES, AT WHAT O DEPTH? P E +f Depth to Water Alter Mnnilnrinn7 N 1A Date: Reading Date Gross Net Depth to Net Time Time Water Drop SagK 6j-It-�t3 1 y:35�ys 0,z sEc iv �1G y.a 30sEL 10°/16 _ Qt, o--9,1 I0 0/f4 y p„ �( , , y3 0- ql SEc 0 v tS n PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN Z'5 FT AND 3'5 - FT PERFORMED BY: G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev 4/85) WAS GROUND WATER Nd ENCOUNTERED? fV k S L IF YES, AT WHAT O DEPTH? P E +f Depth to Water Alter Mnnilnrinn7 N 1A Date: Reading Date Gross Net Depth to Net Time Time Water Drop SagK 6j-It-�t3 1 y:35�ys 0,z sEc iv �1G y.a 30sEL 10°/16 _ Qt, o--9,1 I0 0/f4 y p„ �( , , y3 0- ql SEc 0 v tS n PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN Z'5 FT AND 3'5 - FT PERFORMED BY: G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev 4/85) tS n PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN Z'5 FT AND 3'5 - FT PERFORMED BY: G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev 4/85) 11 PERFORMED FOR: ANSF Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: STEEP 14,,2'5 Sfn's - �y 1 2 3 4 5 6 77 8 9 10 11 12 13 14 15 16 17 1 1 2 W t- 8 9 0 OR6gtjI(-/ToPS01L - CI -Ay (C- LAN Depth to Water Net Drop A N 1>—Ls C) r<ActVPED REDfoc, P.�EbP�K A 00®00 BBT `0a, .. SZ Va3 r. O•oto *'flit0pp a• �.� a Louis A. I;Jfca �( •a CE -4V,36; �� �TO•va ro>�e` < p COMMENTS T� C (ENGINEER'S SEAL) DATE PERFORMED: Township, Range, Section: ci npr- SITE PLAN WAS GROUNDWATER ENCOUNTERED? Y5 S L IF YES, AT WHAT 7 I 0 DEPTH? 3' P E Depth to Water Alter Monitoring? Date: ,;--I ", Reading Date Gross Time Net Time Depth to Water Net Drop 1 �ii��1E�1 it � ■11� S L IF YES, AT WHAT 7 I 0 DEPTH? 3' P E Depth to Water Alter Monitoring? Date: ,;--I ", Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RALE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY: 2F / n I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008IRev 41851