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Home My WebLink AboutEngineered Plan - 2019T.O.F. EL.= 35.7'± FINISH GRADE @ FND. EL.= 34.9'+ 4: HCA HC -2 i 28.1' 30.1' FINISH GRADE OVER D -BOX = 34.7'+ 15.6' FINISH GRADE OVER CHAMBERS 33.7' - 34.2' CORNER OF STONE (3) GENERAL .OT E 45.4' CORNER OF STONE (4) 34.3' 49.9' CSE 12. 3/4TO 1-1/2DOUBLE WASHED PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER EVALUATOR: SLOPE @ 2% MIN. OVER SYSTEM STONE TO CROWN OF PIPE 1, UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET & RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS „ „ „ 2 OF 1/8 TO 1/2 DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL OUTLET TO WITHIN 6" OF F.G. F.G. OVER TANK EL. = 34,6'± 4 5" DIA. OUTLETS) ° MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) S TONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE T } PLACE RISERS ON ALL DE IG S N ENGINEE TOP OF SAS =31.23' CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROPOSED4". EXISTING 4 $CH, 40 PVC 36" MAX. 30,40' 36" MAX. t INLET PIPES TO 6" OF SYSTEM UNLESS OTHERWISE NOTED. SEvvER rii c BREAKOUT EL = 30.90 FINISHED GRADE SEWER PIPE I 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -1 3".DROP MAX I IL=89'± ELEVATION = 30.90' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A - 6 3 2" DROP MIN . 3„ 9 PROVIDE WATERTIGHT o S.A.S. AND THE TOP OF -- T FIVE FEET FROM - ---- _ - o IS PLACE LEAS _ RANE LINER MIN. SLOPE @ 1% o I GEOMEMB JOINTS (TYP.) o FN' 4" PVC IN FROM o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0 1.7± SEPTIC TANK 4" PVC OUT TO 0 0 0 O 0 0 0 0 0 0 0 O o CONTRACTOR TO PROVIDE I 14 3. C) 00 i o 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. O LEACHING FACILITY o o 0 0 0 SPECIFIED DROP BETWEEN I oo 00 LL , 12" 6" , 2' o0 0 0 . o I o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHA OUT ET TEE 30.70 MIN. 30.53 0 D D CD D 0 0 j SHALL VERIFY SIZE 48 VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GASBAFFLE6" CRUSHED STONE i0 CI 0000 0� 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS { OVER MECHANICALLY o o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 40 TANK NECESSARY I COMPACTED BASE ' I � 5 8.5' (TYP) 4.0 .4.0'. 4.83' 4 0 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM. BENCHMARK 1 OUTLET. DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE 25.0' - (TYP.) ELEVATION OF 35.00' ESTABLISHED ON TOP OF CBDH, AND BENCHMARK 2 ELEVATION OF BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.=. 22.50' I 35.4T ESTABLISHED ON THE LOWER CORNER STEP AS SHOWN ON PLAN. 12.83' PIPES TO BE LAID LEVEL. 28'40 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION I 5' MIN. REQUIRED -/CHAMBER END VIEW THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS CROSS SECTION VIEW TYPICAL CHAMBER PROFILE 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES r_• a -U-e ^>> t t r- _ ! a�' _ s � m -o m I %_i � L a � ®� - � �-�- t�_ e t � � t� 1� � � -- � TO THE DESIGN ENGINEER. _ _ m • s -' ._ I I^ i % �ta.a l r°'is �f lei 1 dlL I I �� L��Bv I..%E� 1 d� Y1 L: ELEVATION PRIOR TO ANY WORK & LJ -_ _ _ � _ _ _ NOTIFY ENGINEER IF DEFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE I� _ _. _... 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TEST PIT 4)ATA �11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING � SWING -TIES F ,...� fl REGULATIONS OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM DESCRIPTION HCA HC -2 CORNER OF STONE (1) 28.1' 30.1' CORNER OF STONE (2) 15.6' 21.8' CORNER OF STONE (3) 25.1' 45.4' CORNER OF STONE (4) 34.3' 49.9' MAP 89�;{ ELEV WATER < 22.50' \�\G REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 1 ` , ` P. it ` = LOT 85 _ -�- I � -.,� �� ..;�� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / PERC RATE _ < 2 min./inchUND Op! 15. THOSE SHOWN RI ORO CONTINUATION OF WORK. T OF ANY DISCREPANCIES FO ZONE II SITE CONDITIONS FROMIN pp. ••3`t � ,-_ .., `�;. DEPTH OF PERC = 30" - 48" 0 d)3' 2� i� y.. r"_ \ _� 16. PROPOSED PROJECT IS LOCATED WITHIN: S6 // Y f TEXTURAL CLASS: 1 o ,N P fit t+ N / c r - !� ASSESSOR'S MAP 89 LOT 84 OWNER OF RECORD: JUDITH L. PAQUIN Z s t LOCUS ' , O" 50' a.S -�" rt , , , A y ADDRESS: 1 AVERY LANE 33 -/- \ GA . Loam Sand Pl cA \ t J t r 10Yr 411 1611 32.17' SOUTH YARMOUTH, MA 02664 GPj� li lO, a ;� GPsr11 B Loamy Sand FEMA FLOOD ZONE X GPS' \ o ; �' 1 / _'i7� 10Yr5/8 COMMUNITY PANEL# 25001 C0587 X 30" ,1 _ -- � �' - � yi 31.00' 17. DEED REFERENCE: L.C. CERTIFICATE # 143815 _ O �� +•: � ,., ,, � �,;. ti SHED t < 'o - I y L.. , ? Perc 18. PLAN REFERENCE: L.C. PLAN # 31209-D / 8 Yarmouth Dennis 1 4 48" 29.50' 1t n t 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / y� -y High Sch o Reglona j` 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE;USED ONLY f t `"-� `� ` ` 1 �� FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY \ / O , nor ' { 1 L > ` FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE �\ TOF=35.7 ± Gj, Medium Sal�d `' t'! I T' C 2.5Y 6/6I 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A f. _.. DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A EXISTING (2) FLOW DIFFUSERS 0`S �O I O REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � PER SEPTIC AS -BUILT ON FILE � I\ \ MAP 89 �, 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL DATED 2-10-97 LOT 84. O,� LOCUS PLAN- REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. \ � (TO BE ABANDONED) \ `'A `x / \ 13,184 ± S.F. -o °' y „ _ , \ #1 \ L SCALE: 1 - 1000 I EXISTING I M� 132" 22.50' \ LP 2 -BEDROOM ' R`2 No Mottling, Standing or Weeping Observed EXISTING LEACHING PIT PER \ t DWELLING I �' SEPTIC AS -BUILT ON FILE '\ ��'c 7 PATIO -Jo D I G N DATA LEGEND DATED 2-10-97 (TO BE PUMPED, FILLED WITH ` I \ NUMBER OF BEDROOMS (EXISTING) 2 50x0' EXISTING SPOT GRADE CLEAN SAND AND ABANDONED) ? i' 34x3' c'' \ \ � � NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) i - - - 50 - - - EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM • -Z50 - PROPOSED CONTOUR `\ RE �R / / QPJ�O TOTAL DESIGN FLOW 330 GAUDAY - r 50 PROPOSED SPOT GRADE EXISTING 1,000 GALLON �� STEPS / DESIGN FLOW x 200 % 660 GAUDAY SEPTIC TANK TO BE USED IN 12" PROPOSED TWO (2) GAS EXISTING GAS LINE THIS DESIGN Eh I USE EXISTING 1,000 GALLON SEPTIC TANK - 500 j Permit valid for REPAIR OF SEPTIC Sk',1FNl ONLY, due to state and Local septic val,.,,,,es, of anyrdfuture Health uldit"n tns/renovationa��,, , is i t""nst for swage facilities ,Pit/or structures/d%s, (t ',;;. yarwouth Health Dui- APPP4,01'i I �Z� 2o2L Na Date CHAMBERS E�T�C EXISTING UNDERGROUND UTILITIES GARAGE\ j W W . EXISTING WATER LINE MAP 89 �� \<` / I PROPOSED / INSTALL 2 - 500 GAL. CHAMBERS w/AGGREGATE DEC 0 9 ZOi� �'�-' , DISTRIBUTION BOX 34x3' / \\ i TEST PIT LOCATION 006' j - HC -1 ` SIDEWALL CAPACITY HEALTH DE^ T. LOT 83 � 3) 71P (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) GAUDAY -' EXISTING 1,000 GALLON SEPTIC TANK PROPOSED (25.01+12.83')(2) (21) ( 0.74 GPD/ S.F.) =112.0 GAUDAY Benchmark 2 - _� - 3�`/ / INSPECTION PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE Lower Cnr. StepBOTTOM CAPACITY gq .: PORT HC -2 Elev. = 35.47 �� (2) 34x9' 20 TP1 d Approx. MSL ¢ M (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10" i 33x5 PROPOSED DISTRIBUTION BOX i , \\ (25.0'x 12.83') (0.74 GPD/S.F.)' = 237.4 GAUDAY PROPOSED 500 GALLON LEACHING CHAMBER STUMP0 14" 22" \ N i 4 -z TOTALS: 00 ...:. Y z REV. DATE TOTAL NUMBER OF CHAMBERS 2 j B APP'D. DESCRIPTION 'U TOTAL LEACHING AREA 472.2 SQ.FT. < SHRUBJ TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE \ OF PREPARED FOR: 7\ ,. MORSGs y�T o I\ JOHN L. a CAPEWIDE ENTERPRISES �h0 QL CHURCHILL JR. it; N0.48066 c `� i o °� o �� LOCATED AT a y \ 16„ '". Q o.. STUMP 10" ° g L 1 AVERY LANE Ag NOTES: Benchmark 1 �- °� 34x1' GAs GP l SOUTH YARMOUTH, MA 02664 Top CBDH < GAS �_ GAS 35 I 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF Elev. = 35.00' �. w m N83,26'0() „E AS GAS / ` I SCALE: ' 1 INCH = 10 FT. DATE: DECEMBER 3, 2019 EACH SEPTIC SYSTEM COMPONENT. Approx. MSL 63.98, GAS GAs G 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE L GAS OF 0 5 10 20 40 FEET �. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT .\' x 4 ' GAS JOHN L ��, PREPARED BY: DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF CB/DH ELEC. -�''INC. HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 0 HA ,DHOLE RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. N JC ENGINEERING, INC UT Box No: 418072854 CRANBERRY HIGHWAY 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II. Y STREET ct EAST WAREHAM, MA 02538 D ONLY ASA COURTESY - BARN" P NATE �YOUT) 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDE O FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS SITE. � T (40� VVI�E 50$.273.0377 IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL S I 1 PLAN Drawn By: ATB Designed By: ATB Checked By: MCP JOB No. 4929 NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. I SCALE: 1" = 10' w. "�� r/APPROPRIATE r r) �� 1 . ,1 :, r 4� PERC NO. NIA Phil Renaud, RS AUTHORITY. r -ALL INSPECTOR: CSE 12. SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EVALUATOR: Michael Pimentel, EIT, UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR C.S.E. APPROVAL DATE:, Oct. 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 4 ` November21, 2019 T @ 0 „#a '" �' DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ¢v r 06. e ZONE 11 z- r ` + TEST PIT#: ELEV TOP = 1 33.50' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. MAP 89�;{ ELEV WATER < 22.50' \�\G REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 1 ` , ` P. it ` = LOT 85 _ -�- I � -.,� �� ..;�� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / PERC RATE _ < 2 min./inchUND Op! 15. THOSE SHOWN RI ORO CONTINUATION OF WORK. T OF ANY DISCREPANCIES FO ZONE II SITE CONDITIONS FROMIN pp. ••3`t � ,-_ .., `�;. DEPTH OF PERC = 30" - 48" 0 d)3' 2� i� y.. r"_ \ _� 16. PROPOSED PROJECT IS LOCATED WITHIN: S6 // Y f TEXTURAL CLASS: 1 o ,N P fit t+ N / c r - !� ASSESSOR'S MAP 89 LOT 84 OWNER OF RECORD: JUDITH L. PAQUIN Z s t LOCUS ' , O" 50' a.S -�" rt , , , A y ADDRESS: 1 AVERY LANE 33 -/- \ GA . Loam Sand Pl cA \ t J t r 10Yr 411 1611 32.17' SOUTH YARMOUTH, MA 02664 GPj� li lO, a ;� GPsr11 B Loamy Sand FEMA FLOOD ZONE X GPS' \ o ; �' 1 / _'i7� 10Yr5/8 COMMUNITY PANEL# 25001 C0587 X 30" ,1 _ -- � �' - � yi 31.00' 17. DEED REFERENCE: L.C. CERTIFICATE # 143815 _ O �� +•: � ,., ,, � �,;. ti SHED t < 'o - I y L.. , ? Perc 18. PLAN REFERENCE: L.C. PLAN # 31209-D / 8 Yarmouth Dennis 1 4 48" 29.50' 1t n t 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / y� -y High Sch o Reglona j` 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE;USED ONLY f t `"-� `� ` ` 1 �� FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY \ / O , nor ' { 1 L > ` FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE �\ TOF=35.7 ± Gj, Medium Sal�d `' t'! I T' C 2.5Y 6/6I 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A f. _.. DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A EXISTING (2) FLOW DIFFUSERS 0`S �O I O REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � PER SEPTIC AS -BUILT ON FILE � I\ \ MAP 89 �, 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL DATED 2-10-97 LOT 84. O,� LOCUS PLAN- REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. \ � (TO BE ABANDONED) \ `'A `x / \ 13,184 ± S.F. -o °' y „ _ , \ #1 \ L SCALE: 1 - 1000 I EXISTING I M� 132" 22.50' \ LP 2 -BEDROOM ' R`2 No Mottling, Standing or Weeping Observed EXISTING LEACHING PIT PER \ t DWELLING I �' SEPTIC AS -BUILT ON FILE '\ ��'c 7 PATIO -Jo D I G N DATA LEGEND DATED 2-10-97 (TO BE PUMPED, FILLED WITH ` I \ NUMBER OF BEDROOMS (EXISTING) 2 50x0' EXISTING SPOT GRADE CLEAN SAND AND ABANDONED) ? i' 34x3' c'' \ \ � � NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) i - - - 50 - - - EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM • -Z50 - PROPOSED CONTOUR `\ RE �R / / QPJ�O TOTAL DESIGN FLOW 330 GAUDAY - r 50 PROPOSED SPOT GRADE EXISTING 1,000 GALLON �� STEPS / DESIGN FLOW x 200 % 660 GAUDAY SEPTIC TANK TO BE USED IN 12" PROPOSED TWO (2) GAS EXISTING GAS LINE THIS DESIGN Eh I USE EXISTING 1,000 GALLON SEPTIC TANK - 500 j Permit valid for REPAIR OF SEPTIC Sk',1FNl ONLY, due to state and Local septic val,.,,,,es, of anyrdfuture Health uldit"n tns/renovationa��,, , is i t""nst for swage facilities ,Pit/or structures/d%s, (t ',;;. yarwouth Health Dui- APPP4,01'i I �Z� 2o2L Na Date CHAMBERS E�T�C EXISTING UNDERGROUND UTILITIES GARAGE\ j W W . EXISTING WATER LINE MAP 89 �� \<` / I PROPOSED / INSTALL 2 - 500 GAL. CHAMBERS w/AGGREGATE DEC 0 9 ZOi� �'�-' , DISTRIBUTION BOX 34x3' / \\ i TEST PIT LOCATION 006' j - HC -1 ` SIDEWALL CAPACITY HEALTH DE^ T. LOT 83 � 3) 71P (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) GAUDAY -' EXISTING 1,000 GALLON SEPTIC TANK PROPOSED (25.01+12.83')(2) (21) ( 0.74 GPD/ S.F.) =112.0 GAUDAY Benchmark 2 - _� - 3�`/ / INSPECTION PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE Lower Cnr. StepBOTTOM CAPACITY gq .: PORT HC -2 Elev. = 35.47 �� (2) 34x9' 20 TP1 d Approx. MSL ¢ M (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10" i 33x5 PROPOSED DISTRIBUTION BOX i , \\ (25.0'x 12.83') (0.74 GPD/S.F.)' = 237.4 GAUDAY PROPOSED 500 GALLON LEACHING CHAMBER STUMP0 14" 22" \ N i 4 -z TOTALS: 00 ...:. Y z REV. DATE TOTAL NUMBER OF CHAMBERS 2 j B APP'D. DESCRIPTION 'U TOTAL LEACHING AREA 472.2 SQ.FT. < SHRUBJ TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE \ OF PREPARED FOR: 7\ ,. MORSGs y�T o I\ JOHN L. a CAPEWIDE ENTERPRISES �h0 QL CHURCHILL JR. it; N0.48066 c `� i o °� o �� LOCATED AT a y \ 16„ '". Q o.. STUMP 10" ° g L 1 AVERY LANE Ag NOTES: Benchmark 1 �- °� 34x1' GAs GP l SOUTH YARMOUTH, MA 02664 Top CBDH < GAS �_ GAS 35 I 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF Elev. = 35.00' �. w m N83,26'0() „E AS GAS / ` I SCALE: ' 1 INCH = 10 FT. DATE: DECEMBER 3, 2019 EACH SEPTIC SYSTEM COMPONENT. Approx. MSL 63.98, GAS GAs G 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE L GAS OF 0 5 10 20 40 FEET �. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT .\' x 4 ' GAS JOHN L ��, PREPARED BY: DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF CB/DH ELEC. -�''INC. HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 0 HA ,DHOLE RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. N JC ENGINEERING, INC UT Box No: 418072854 CRANBERRY HIGHWAY 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II. Y STREET ct EAST WAREHAM, MA 02538 D ONLY ASA COURTESY - BARN" P NATE �YOUT) 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDE O FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS SITE. � T (40� VVI�E 50$.273.0377 IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL S I 1 PLAN Drawn By: ATB Designed By: ATB Checked By: MCP JOB No. 4929 NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. I SCALE: 1" = 10' w.