The URL can be used to link to this page

Home My WebLink About76.215 - Proposed Site Plant I PERCOLATION 20 FT. MINIMUM FROM CELLAR MIN,,ANCH 76P OF FOUNDATION TEXTURE 10 T. MINIMUM FROM SLAB OR CRAWL SPACE LEIOSTlNG ORIZ ELEV. -e 86.3 - 10 FT. MINIMUM MOTT. PROPOSED 0-144 A FILL NO CONCRETE STUMPS .OF 1/8TO 1/2' IF MORE THAN ONE OUTLET WASHED STONE $ COVERS 4' SCHEDULE 40 PVC PIPE ROOTS. 6 FEET 7 FE 4 INCHES 24 INCHES SEPTIC TANK MIN. PITCH 1/8• PER FT. C ,. C1 BOG IRON 4 CEMENTED 34 INCHES z 'c I COARSE SAND 3,00 DATE OF SOIL TEST JANUARY t7 DDE_ 4' CAST IRON PIPE M 156-162 iC2 . MEDIUM SAND ' OR E 0 b ELEV.. 82.33 r A WATER TABLE ELEV. US!N„ PARTIAL USGS PROBABLE _ _�' gi_ " WTNESSED $Y I.YQN HONE PITCH /4•) PERIMUFTM - SEWAGE DISPOSAL TEE USGS PROBABLE WATER TABLE ELEV. 2.,PDND ) - 40 IAL VINYLELEV. ; _ CM94 ILIN . FLOW LINE - SCALE OBSERVED WATER TABLE {12/28/05) ELEV. T70M OF TEST HOLE ELEV = =Q � 76.2Q_ PERCOLATION RATE ;�MIN./INCH AT 53 INCHES - . I 3 F 3. 7ELEV. � 10.. MIN:. � .0. 82.75 V. L2 EVEL F 6' -SUMP y . 91.77 INSPECTION PORI, LOAM AND SEED V1 LL -CO 2 LAYER PERCOLATION RATE- .._- <2_ MIN,,ANCH IN C2 CORIZON TEXTURE COLOR - DEPTH ORIZ TE XTURE COLOR MOTT. OTHER , 0-144 A FILL NO NO STUMPS .OF 1/8TO 1/2' IF MORE THAN ONE OUTLET WASHED STONE $ LOAMY SAND 10 6 6 YR/ ROOTS. 6 FEET 7 FE 4 INCHES 24 INCHES SEPTIC TANK 15,27 VAX. 83.02 MN. NOTREQUIRED144-156 C ,. C1 BOG IRON 4 CEMENTED 34 INCHES z 3/4' TO 1 1/2• CLEAN WASHED S70NE LE W SH COARSE SAND ST p DATE OF SOIL TEST JANUARY t7 DDE_ 156-162 iC2 . MEDIUM SAND ' S01L TEST DONE :BY 9jWEEjSER ENG!':cER:NG b ELEV.. 82.33 r A WATER TABLE ELEV. US!N„ PARTIAL USGS PROBABLE _ _�' gi_ " WTNESSED $Y I.YQN HONE 9127 - SEWAGE DISPOSAL SYS TEM PROFILE USGS PROBABLE WATER TABLE ELEV. 2.,PDND ) o3s�F3VAl1od N0.E :2 ELEV.- ss:2 40 IAL VINYLELEV. ; _ CM94 ILIN . _ NOT TO SCALE OBSERVED WATER TABLE {12/28/05) ELEV. T70M OF TEST HOLE ELEV = =Q � 76.2Q_ PERCOLATION RATE ;�MIN./INCH AT 53 INCHES - . ECFV. s� GAS ELEV.. 91,94 EL£ BAFFLE DISTRIBUTION ELEV. ELEV.. E9.35 PERCOLATION RATE < MIN:/INCH IN C CORIZON ; - - BOX -41.77 DEPTH. HORIZ TEXTURE COLOR MOTT. OTHER. 4-19 {TO BE PLACED ON FIRM BASE) r0-14 . D/E MEDIUM SAND IOYR8/1 NO 4 FEET : 5 FE a INCHES 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET 14-41 $ LOAMY SAND 10 6 6 YR/ ROOTS. 6 FEET 7 FE 4 INCHES 24 INCHES SEPTIC TANK 41-120 C ,. MEDIUM/ : 2.5Y7/2' 4 8 FEET 34 INCHES 3/4' TO 1 1/2• CLEAN WASHED S70NE LE W SH COARSE SAND ST p DATE OF SOIL TEST JANUARY t7 DDE_ DOUBLE DOJ FREE OF FINES k SILT US NG 1.74 USING S01L TEST DONE :BY 9jWEEjSER ENG!':cER:NG r A WATER TABLE ELEV. US!N„ PARTIAL USGS PROBABLE _ _�' gi_ " WTNESSED $Y I.YQN HONE 1 - - 94.1 1/ \X``��` „- J�p�, `00 BQ�0\ \ 93.7 t.0 4:1 W �I \ J�Q6$36 7 \ ! - i ` �•.`\ - •- ._ _ /- / �,. 94 W .1 0'..... i� \ 1 \ ettiM zxL rnm ` 09.1 PA+f sst+v�1 4.2 l X55-3 94.0 pv. / X j X36 SOL 89.2 3 EXT'kR / / 1 I , TEST 1 ]\ SE LANE 98.60-1 -46 LOUT l - 5 r- .- DEPTH LIQUID - OUTLET - - BOX -41.77 6 eaY CAPA07YPM7 TRA TORS W 7 S7W z ,% � 5.00 - Ap ' ' z 4-19 {TO BE PLACED ON FIRM BASE) TESTED TO BE WATER TE C.' AN 11 48 10 TR�NCN fORMAIION WATER ENCOUNTERED AT _108: EL£V. _0 2 WATER ENCOJNTERED AT 1OE• ELEV, _-_,_flQL-'. „WATER ENCOU\lTEP,ED AT _QI P ELEV, ECFV:'= R�7 C f 4 FEET : 5 FE a INCHES 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET irr I ABSORPTION SOIL WELL A1w 23Q I 6 FEET 7 FE 4 INCHES 24 INCHES SEPTIC TANK c ON FIRM BASE) (TO BE PLACED ZONE INDEX 22.9 r SOIL TEST (LOT 76) 4 8 FEET 34 INCHES 3/4' TO 1 1/2• CLEAN WASHED S70NE LE W SH YSTEM SAS , J ` ST p DATE OF SOIL TEST JANUARY t7 DDE_ DOUBLE DOJ FREE OF FINES k SILT US NG 1.74 USING S01L TEST DONE :BY 9jWEEjSER ENG!':cER:NG r A WATER TABLE ELEV. US!N„ PARTIAL USGS PROBABLE _ _�' gi_ " WTNESSED $Y I.YQN HONE r I - SEWAGE DISPOSAL SYS TEM PROFILE USGS PROBABLE WATER TABLE ELEV. 2.,PDND ) o3s�F3VAl1od N0.E :2 ELEV.- ss:2 . _ NOT TO SCALE OBSERVED WATER TABLE {12/28/05) ELEV. T70M OF TEST HOLE ELEV = =Q � 76.2Q_ PERCOLATION RATE ;�MIN./INCH AT 53 INCHES - . 1 - - 94.1 1/ \X``��` „- J�p�, `00 BQ�0\ \ 93.7 t.0 4:1 W �I \ J�Q6$36 7 \ ! - i ` �•.`\ - •- ._ _ /- / �,. 94 W .1 0'..... i� \ 1 \ ettiM zxL rnm ` 09.1 PA+f sst+v�1 4.2 l X55-3 94.0 pv. / X j X36 SOL 89.2 3 EXT'kR / / 1 I , TEST 1 ]\ SE LANE 98.60-1 -46 LOUT l - 5 r- .- DEPTH HDPo'<TEXTURE: COLOR MOTT. OTHER : 0-4 Ap LOAMY SAND 10YR5/2 NO 4-19 B LOAMY SAND 10YR6/4' 19-120 C MEDIUM SAND 2.SY7/2 D. \\ ! E 7 • % !.BOX NO WATER EN„CUNTERED AT _ 1706 ELEV. _A I DESIGN CALCULATIONS 95.7 .03.E l 14376 / 98. / % q :94:2 LITTT 6!^ ..%� NUMBER OF BEDROOMS 4 a / OVERD GARBAGE DISPOSAL UNIT N6- 94.8 : TOTAL' ESTIMATED FLOW lghi 110 GAL/BR./DAY X '`.) 440 GAL./DAY Y - - - - - _ 93.T� \ '10 1l REQUIRED SEPTIC TANK CAPACITY _54_ GAL 67. E6 ` 95.6 b 95.0 o L IR1�yL / ACTUAL SIZE OF SEPTIC TANK _ )90A GAL. 7� ri 7 971. i � � - - �' � -dj *� iy � ..1 • . SOIL "CLASSIFICATION I DESIGN PERCOLATION RATE SIN M'N.jIN. 77.31 9C0 94.5 EXISTf NG : EFFLUENT LOADING RATE Z4 GAL./DAY/S.F. 99.4 9 t FSS ° 94.4 .95.0 10.8 ` SEPTIC TANK 95.i/ t LEACHING -AREA B26`35 SQ. FT. ` \ \ -..T' - ,C I / 9 11X48 + 59X2X10 2 3 \ n>j 94.2 4 ( �� T f 95.3 \ 95.04 i / . 96.4 LEACHING CAPACITY AREA X RATE Al11,41 GAL: AY I L_2 9�'\ • \ \ 5.9 F,S � I 9 I I / _ 828.35 X 0.74(: ) , : � fr A3.8 94.4 i X! I - L_ ---- i 97,2 RESERVE. A AY \�G ��\ SArVT NG WELLIN\ ST 4 tIMIT _' r:..: ES RVE,LEACHING CAPACITYI G L%D t �� iy• 95.0 �� M 4 B R G : BOX . C3FS.3 i 96j \ _�" Co f H . LJgyWrLL ROOMS ! OVERESrG ( O \ q ti 93 6: a _ J-� \ t � � • NOTES: \ p Yr I Q� Sn g6) 1. ALL WORKMANSHIP AND MATERIALS SHALL' CONFORM TO D.E.P." (94) ``' \\ 3 �Gt ekC�D TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 95.7 ,��.\ OL. AOR 1 , 6Sf' THE SUBSURFACE DISPOSAL OF SEWAGE. ;, d .E- �1S C 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I W ! ,, 4" t7'W RELOCATED nt \ \ , c- N t ON W"THIN 6 -; OF. FINIS46 GRADE..: a m n 1 \ j -S 1500�SALL 3. ALL COMPONENTS OF THE SANITARY.SYSTEM 5HALL BE. CAPABLE OF I R W",THIN R \ \ 9' f 3 g.. 4:1 ?0.2( -+�1. p5 1 \\ \\\ \ ` \SEPTIC YA?1� WTHSTAND NG H-10 LOADING UNLESS THEY ARE UNDER OR f. �_ ?�49' 1 FT:' F RI PRI AREAS. OADING"SHALL 'BE' 4 -..� 93 ._. -1 95.4 0 0 DRIVES S OR PARKING A S H 20 l i t •-., a-.. - -. .. _•. _ :. = .. - . :v _... - .� ,.. - `: g>. - ... ..,...-.... ..-.. � .. - ` :. _ _ - '._ :. t tr.r.r C".Y S+,.v, FT, ic 0R_.yFS 0R. RARX NOv.AR.c�c rr< :� ,,v '.1ti - /"•� __ _. `' \ - - 4 1 ;.r_ -u•-., .'=- US:...,D E}"{^i nee L I .r 4394.7 94. e \ BE -MORTARED IN PLACE. 5. NO DETERWNATION HAS BEEN MADE AS TO'COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER /'APPLICANT IS g ORYfIELL \ . 087A!N SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �\• �F•� \ 1 ` 1 \ \ 6. UTILITIES SHOkTt ARE APPROXIMATE ONLY, EXCAVATION CONTRAC70R a. 4.9' \ 1S TO CALL'DIG-SAFE' AT 1-888-344-7233 AT.LEAST 72 HOURS s \\ \mx \ 1 \ _ ` 1 \ \ PRIOR TO COMMENCING WORK ON SITE. i 85.0 Ec-1 �'r9Cr1 `, \ 7.`.CONTRACTOR IS TO VERIFY GRADES AND. ELEVATIONS AS WELL AS �\ \ ` 1 ` ` SITE CONDITIONS PRIOR TOCOMMENCINGWORK-ON SITE. ANY VARIATION \\ \ \ \ IS TO $E :BROUGHT TO THE ATTENTION:OF THE DESIGN ENG 84.1 a.9. 87.2 \ \ \ \ \ 7 IMMEDIATELY. - - �rB ` ` \ _ \\ \ S. PARCELASIN FLOOD ZONE C \ ` ' \�`�• \ �� \ AREMOVED :.� .0 !�E O8ARLS 8 10. ALL UNSUIAB�MATERiALSHA�L BE REM VED F M UNDER AND FOR A MINIMUM :OF 5' AROUND .SOIL ABSORPTION SYSTEM AND BE REPLACED ;+ z. • ' 4:£ t \ \ _ `. - -: - : _.:�W:TH SAND.AS..SPECIFIED 'IN 310 CMR 15.255:(3). tt, ALL STUMPS, BRUSH, AND TREE DEBRIS ARE TO BE REMOVED FROM : �� \ • ` \ `\ \. UNDER ALL SEPTIC COMPONENTS AND BE REPLACED PER NOTE, 10. REPLACED WITH CLEAN COMPACTED FILL:." �� • . "� i \ Jl� \ 12: VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: A. USE ,DF ONLY A POR110N OF USGS WATER TABLE ADJUSTMENT, B. NO RESERVE AREA. 13. EXISTING SEPTIC TANK IS TO'BE PUMPED AND RELOCATED WHERE SHOWN. �\ • a ` rBgf� \ �2� 92.8 \ \ 14, GUTTERS, DOWNSPOUTS, AND DRYWELLS -ARE TO BE. INSTALLED. c' \ \ • �.� \ \ \ \ ` 15.'HAYBALE WORKLIMIT IS TO BE INSTALLED AND REMAIN N PLACE UNTIL ITS REMOVAL IS AUTHORIZED :BY THE CONSERVATION AGENT. 16. -ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED, i " �r ALTERNATIVE ADDRESS: Y /w zt< tr 16 LDUISE -LANE', WEST YARMOUTH - e fi DU?ZAS . q k -n p _beck,, • 0 2�p 4F APPROVED: BOARD OF HEALTH SEP 29 20>> �� \ LOT 76 N `\\ . t i \_ : S. F. HEALTH DEPT. �\ L �, U DATE . AGENT • 3 PROPOSED SITE PLAN \� OLD TOWNHOUSE � � FOR ` rte \ . o V.`. STILI,, R. � \ - Cd115TANCE - 11.93 PROJECT LOCATION LOT, 76 • "014K t�'U� P C ,OGULATIO TO ALL, TftN BYL W, 76 HASTINGS AYE ., •. YAR. 1 A DEPDATE ` ° 3 .r SHEFFIELD I E-ncnln. SUFFOLK I.. •: TOPOF FOUNDATION 20 FT. MINIMUM FROM CELLAR ELEV. _ " 98.3 10 FT. MINIMUM 10 FL MINIMUM FROM SLAB OR CRAWL SPACE PROPOSED EXISTING CLEAN SAND CONCRETEINSPE CR 4' SCHEDULE 40 PVC PIPE MIN. PITCH 1/8' PER FT. 3.00 4' CAST IRON PIPE 95.27 MAX. (OR EQUAL) MINIMUM PITCH 1/4" PER FT. TEE FLOW LINE 9227 ELEV. 10' -TMIN. EV. _ _9275 LEVOEL e _ ELEV. _ '93.00GAS ELEV. _ _81.94 ' 6' SU P ELEV. BAFFE DISTRIBUTION ELEV = z AND SEED 20 LAYER OF 1/8' TO 1/2- WASHED STONE V3.02 MIN. POTTREOUIRED ELEV. = 92.35 °e 40 ML VINYL ° 10• ELEV. = 90.94 LINER LIQUID OUTLET �"+^" BOX -RL77 ELEV. (TO BE PLACED ON FIRM BASE) f e 7 HIGH CAPAp7YINfIL1RA7CRS INTH SJ71VE z 4 FEET 14 INCHES TO BE WATER TESTED IN AN it' 48' 10 ' IRZY0i' FORMA 770V 5 00 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 7 FEET 29 INCHES 500 GALLON , (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION N ZONE A1W 230 8 FEET 34 INCHES SEP 11C TANK ZONE_ 3/4' TO 1 1/2' CLEAN STEM(SAS) INDEX 225 DOUBLE WASHED STONE ADJUST 20 C FREE OF FINES & SILT USING 1.74 USGS PROBABLE WATER TABLE ELEV. . _=4� SEWAGE DISPOSAL SYSTEM VSTEM PRonLE USING PARTIAL USGS PROBABLE WATER TABLE ELEV. _ X44.2_ NOT TO SCALE R OBSERVED WATER TABLE (12/28/05) ELEV. _ _$4.2.IPDND) BOTTOM OF TEST HOE ELEV. \ 0 94.1 / \ Olds,,.... � � 1-0,00,616-5Q\ \ � � \ - _ 156.0 � 4:1 � •�� 966 T e ncNu<a VI j 0 i n � o (ssrm) >alar' 9.. o• 9.2+' 94.0 6�.�ytS�3�1 G v /i / / ' j . 93.6 \ , SOIL 89.7 / TESJ 3 \\ • \� • 99:69 TEST 1 LOUISE LANE 96.6�g 4.6 -. .9 6 i �. i ` ' 7 (9�v / / ' 1 9/� 93.9 D. ox . 98.T / • 95.7 93.8 0, 94.2 1f3 8 .76'\ / / LIiAT6! 5' ,(g4)` �` b 94.8 OVEROIG / r f7�1, \ 86-� `+/��. 7 095.6 ' K 95.0 ti \ \ 40 ML VINYL (1N17� 94.5 % 6_ - �S?7` .e "�P ' "S • 99.4 \ L 9 �Fs\ 1 ?O.B'.�� EXIST�NG 94.4 95.0 4 SEPTIC TANK 95.f1 n!/ . 95.35.9 94 95.04L-2 94 _ . 96.4 't N 1 3.8 94.4 l / (96) 1 .�\� W• 95.0 n C / r1 1 4 B G WELLfNG\ . BOX ST 4 L1MI7 $. �( IV 93 6 i� � U ROOMS f OVERDISG (92, ` \ 8 W IAV RELOCATED c° {�� .._ �.._ •`---`'�'�• r . - �._ 1500�6ALLON -'�� `• ' \ 93.6 93.2 _.�q�7 4:1 ?C�7�B 951SEPTIC 7ANLt 95.4 5 .� ` 1 ` •` 4.594.7 94. ,. F ' \ +^r 97,D \ 86� \ �90�0.9/ • 66.3 •__�7.3-N. DRYMU 1 X92 6�dtf \ \��v\85.0 ` 1 •89.1 �(90f�_ \ 841 ' 887:\ \ �\ •\\��@ • 687'6 \l'q 2.1 92.8 \\•�\ rB?` \ \ \ \ Y \ _ - �\\v�. i LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 FINAL' CONTOUR SOIL TEST LOCATION -UTILITY POLE -o_ TOWN WATER -WSW CATCH -BASIN �® j GAS LINE' G CESSPOOL O C.P. CLEANOUT C.O. • 97.6 • 97.2 09SOVA11aN HaE i ELEV._ 89.7 PERCOLATION RATE <2_ MIN./INCH IN C2 CORIZON DEPTH lHORIZ HZ TEXTURE COLOR MOTT. OTHER 0-144 A FILL NO STUMPS 144-156 C1 BOG IRON B CEMENTED 156-162 C2 MEDIUM SAND 29-120 C WATER ENCOUNTERED AT _1091 ELEV. _ _ A07 DEPTH HZ TEXTURE COLOR MOTT. OTHER 0-5 0/E MEDIUM SAND 10YR8/2 NO 5-29 B LOAMY SAND IOYR6/6 ROOTS 29-120 C MEDIUM/ 2.5Y7/3 DATEAPR. 16, 2009 COARSE SAND - WATER ENCOUNTERED AT 108• ELEV. _ _80 L SOIL TEST (LOT 76) DATE OF SOIL TESTILANUARY 17. 2008 SOL TEST DONE BY SWEFTSER ENGINEERING WITNESSED BY A. VON HONE 03SRVA110N Hal 2 ELEV.- 95.2 PERCOLATION RATE ls 2_ MIN./INCH AT 53 INCHES DEPTH HORIZI TEXTURE COLOR MOTT. OTHER 0-4 Ap LOAMY SAND ICYR5/2 NO 4-19 B LOAMY SAND 10126/4 ROOTS 19-120 C MEDIUM SAND 2.5Y7/2 NO WATER ENCOUNTERED AT 120• ELEV. - An Z_ k� 75t -;d Yalmauth Health Department APPROVED 7 ,� tlaw DEPTH HO 1Z TEXTURE -0OLOR IM OTHER 0-14 0/E MEDIUM SAND 10YR8/1 NO 14-41 B LOAMY SAND 1OYR6/6' ROOTS 41-120 C MEDIUM/ 2.5Y7/2 DATEAPR. 16, 2009 COARSE SAND - WATER ENCOUNTERED AT _96"_ ELEV.. R0 7 DESIGN CALCULATIONS ' NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL UNIT - TOTAL ESTIMATED FLOW ( 110 GAL./BR./DAY X 4 BR.) --A40-,GAL;/DAY REQUIRED SEPTIC TANK CAPACITY X80_ GAL. ACTUAL SIZE OF SEPTIC TANK -L500 GAL SOIL CLASSIFICATION DESIGN PERCOLATION RATE Sri' _ MIN./IN. EFFLUENT LOADING RATE S14- GAL./DAY/S.F. LEACHING AREA E26_33 SQ. FT. (1108)+(59=10/12) LEACHING CAPACITY (AREA X RATE) M3M GAL./DAY 625.33 X 0.74 RESERVE LEACHING CAPACITY AWL GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RUES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE. 1 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPAPLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS, h ANY V#SONPv, 1-M47S, US6� TO M1!4C-4"_^V!'PS TO r,"AOE I-SuALL BE MORTARED IN PLACE. 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE W1TH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATIQN CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-886-344-7233 AT EAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS `VMLL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. S. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP _ 78 AS PARCELS ? 1 38 _ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' ARQVND SOL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 11. ALL STUMPS, BRUSH, AND TREE DEBRIS ARE TO BE REMOVED FROM UNDER ALL SEPTIC COMPONENTS AND BE REPLACED PER NOTE 10. REPLACED WITH CLEAN COMPACTED FILL 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: A. USE OF ,ONLY A PORTION OF USGS WATER TABLE AOJUSTMENT. B. NO RESERVE AREA. 13. EXISTING SEPTIC TANK IS TO BE PUMPED AND RELOCATED WHERE SHOWN. 14. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED. 15. HAYBALE WORKLIMIT IS TO BE INSTALLED AND REMAIN IN PLACE UNTIL ITS REMOVAL IS AUTHORIZED BY THE CONSERVATION AGENT, i 16. ALL DISTURBED AREAS ARE TO BE STABILIZED .AND REVEGETATED. ALTERNATIVE ADDRESS: 16 LOUISE , LAME FEST YARMOUTH i k APPROVED: BOARD OF HEALTH f DATE AGENT I & � O } 3 OLD TOWNHOUSE CONSTANCE w U i SHEFFIELD {(t SUFFOLK DLouISE A LOCUS PROPOSED SITE PLAN FOR LISA V. STILL .. PROJECT LOCATION LOT 76 76- HASTINGS AVE.', W. YAR. S SR MVGDVZMWG ' 203 SETUCKET ROAD 508- P. 0. BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATEAPR. 16, 2009 scAE �,, = 20' JOB N0. 631 Oi REV. LOCATION MAP REV. SHEET 1 9 -FT] I