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Home My WebLink AboutEngineered Plan - 2019I fTOP OF FOUND. =11.41±** FINISH GRADE OVER D -BOX = 12.0''± PROVIDE H-20 CONCRETE RISER w/ SECURE , , - PROVIDE H-20 CONCRETE RISER CAST IRON FRAME & COVER TO GRADE FINISH GRADE OVER CHAMBERS = 11.0 - 12,3 w/ SECURE CAST IRON FRAME & FINISH GRADE OVER TANK EL.= H-20 RISER WITH WATERTIGHT. (TYP FOR ALL CHAMBERS w/ PIPED INLETS) SLOPE @ 2% MIN. OVER SYSTEM FINISHED GRADE COVER TO GRADE (TYP OF 2) , FRAME AND COVER TO GRADE �- @ FOUNDATION - 11.3'+ 11.9 ± (MAX•) 4" SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE 5" DIA. OUTLET(S) MIN SLOPE 1% (SEE NOTE #21) 24" MIN. ACCESS COVER (3 TYP.) 9" MIN. � __. N 36" MAX. TOP OF SAS = 9.30 PROP. SCH. 40 PVC SEWER PROP. SCH. 40 9" MIN. 9" MIN. PVC SEWER 36" MAX. 8.30' 36" MAX. BREAKOUT EL= 8.80 2" DROP MIN. 114" MIN. SLOPE @ 1 % 6" `�,1 3" DROP MAX. MIN. SLOPE; 1% - - L=441± _ _ L 32 t _ _ _ - -- - - o 13 PROVIDE WATERTIGHT o 0 JOINTS (TYP.) 9.25• 4" PVC IN FROM 4" PVC OUT TO 0 0 0 0 0 0 00 10.00* SEPTIC TANK O � LEACHING FACILITY oo � � � 00 TEES SHALL BE LINED UP o 0 9.50 DIRECTLY UNDERNEATH 48" OUTLET TEE 8.87 MIN. 611 8,70' 2 �0 0 0 0 RISER COVER 0 0 00 10.7' OFFSET TO FND. GAS BAF�LE 6 CRUSHED STONE o 0 00 OVER MECHANICALLY o0 6" CRUSHED STONE J COMPACTED BASE 3.0' - 8.5' (TYP) - 3.0' OVER MECHANICALLY 5 OUTLET DISTRIBUTION BOX COMPACTED BASE (Dimens'ons per ACME/Shorey) TO BE INSTALLED ON A LEVEL STABLE 74.0' i y PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL � OTES - 3/4" TO 1-1/2" DOUBLE WASHED 1: TED ALL SYSTEM COMPONENTS AND CONSTRUCTION STONE TO CROWN OF PIPE � UNLESS OTHERWISE NO � 2" OF 1/8" TO ON DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL - STONE OR GEOTEXTILE FILTER FABRIC t CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS SON ALL DESIGN ENGINEER. CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL INLET PIPES TO SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE 4. UT THE PROPOSED FINISHED GR ADE SHALL NOT BE LESS THAN TO PREVENT BREAKO -- - - -- - - - ELEVATION = 8.80' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A p o�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 0 O 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATIQN. 00 0i o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. S 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0 00�O�Ca � o0 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 3.5' AND DESIGN ENGINEER. 4.83' 3.5' (TYP) 8. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. BENCHMARK ELEVATION OF 12.82' ESTABLISHED ON TOP OF A CONCRETE BOUND AS SHOWN ON THIS PLAN. C C `v C C PROPOSED 2,000 GALLON H-20 CONCRETE SEPTIC TANK (low profile) BASE. FIRST TWO FEET OF OUTLET LAID LEVEL. , GROUNDWATER ELEV.= - < 2.00' 6.30 11.83 HC -3 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 24.0' LENGTH 131-01 WIDTH 71-011 DEPTH 61-21' PIPES TO BE 8 - 500 GALLON H-20 CHAMBERS 5 MIN. CHAMBER END VIEW 29.3' THROUGH DIG -SAFE N LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES -- *CONTRACTOR TO REPLUMB SEWER _ ( **CONTRACTOR TO VERIFY TOF �q g PIPING INSIDE HOUSE TO EXIT H -2Q SEPTIC �A%�C PREFILE 1 ELEVATION PRIOR TO ANY WORK & AT CROSS SECTION VIEW 11-2 Q DISTRIBUTION � DETAIL 4.30 PROP. (SEE NOTE #23) TYPICAL CHAMBER PROFILE �+ IF -1-20 M ' _ L.oHA�R DETAILS 38.9' TO THE DESIGN ENGINEER. 17. HOUSE THIS ELEVATION AND NOT TO SCALE NOTIFY ENGINEER IF DIFFERENT. � NOT TO SCALE 18. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 111.5' LOCATION AS SHOWN ON THE PLAN NOT TO SCALE ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 112.0' 7.83' o CONSERVATION COMMISSION REQUIREMENTS:v�% 1. No work of any kind shall occur on the Resource Area side of the work limit line. This line shall be '�`5 1 established prior to an construction or work. Gj �'� p Y 2. All imported fill shall be clean and not contain any foreign debris such as cement, bituminous concrete, rubber, metal, trash, boulders, etc. P�P' /� ted from the Debris including litter, shall be picked u immediately. An excess material that is excavated • Q� O 3 � 9 � P p Y Y job site shall be disposed of at a location approved by the Conservation Administrator or in a covered Q �ti N MAP 61 dumpster. No debris shall be allowed In a Wetland or Waterway. LOT 99 1 4. Washing of equipment/tools shall be done OFF-SITE or handled in a manner appropriate by the Conservation Administrator. 00 ! 5. No equipment shall be refueled, nor shall fuel be stored within 100 feet o � f a resource area. U.P.4153112 � O c �� 6. Any area that is disturbed during construction shall be revegetated immediately oras soon after as Benchmark �� \ ;_� � � the growing season commences. Permanent stabilization shall be carried out in order to minimize r ,.,�; = Top of CB/DH i �, erosion. Elev.=12.82' o 7� PROP SED INSPECT. PORT /yf y 7. The proposed sewage disposal system shall meet the applicable Title 5 wetlands setbacks as set NAVD 88 forth by the Yarmouth Health Department. Q \\ LEEVE 4" PVC SEPTIC PIPE bales, - � '0 (MIN.) ON EACH SIDE OF 8. The "work limit" line shown on this plan shall be established with Erosion Controls (i.e. straw N s �- . ATERLINE CROSSING staked filter fabric, bark mulch, "silt sacks", products made with rice straw, and other weed -free LOCUS �,� ' "� products or approved by the Yarmouth Conservation Commission). Hay bales are not allowed. The `�'' / PROPOSED 2,000 GALLON contractor is responsible to implement and maintain appropriate and adequate erosion controls ,� measures throughout the construction process. skins H-20 SEPTIC TANK 1 m / 3 ��v �s N 9. The cesspool is to be pumped dry, the connection broken, and filled with clean sand. / • (6 \ , MAP 61 �,�� 0i PROP. H-20 LOT 101 \(5) J` \ �-�'`'� D BOX NOTES: Q r 10. -- ate: >,,� � li \ /''•` �! p `'<% EXISTING1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE PROPOSED 4" PVC VENT PIPE` � / EXACT LOCATION PER OWNER' (2) 1 GARAGE OF EACH SEPTIC SYSTEM COMPONENT. y' ZO o H-1tilrltl! 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF I�Oo) O (1) / THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH F f !' P TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST HC -2 MAP 61 PIT DATA.,�'�_ FLOOD ZONE LINE DIVIDING ZONE X o s �•\ ) LOT 98 (<500) FROM ZONE AE (EL.12) BASED 3. ENTIRE PROPERTY IS LOCATED OUTSIDE A DEP APPROVED ZONE II. ON ACTUAL ON -THE -GROUND FIELD / INSTRUMENT SURVEY) \ O g •�I • �3 <y\ ® 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TE S1. PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM z�j��ti �4a PERC NO. /A APPROPRIATE AUTHORITY. INSPECTOR: Phil Rene ud 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR EVALUATOR: Michael P mentel C.S.E TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. C.S.E. APPROVAL DATE . Oct. 27, 1999 DATE: Februa 6; 2019 13, DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT #: 1 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. ELEV TOP = 1 .00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, _ - "� � ELEV WATER - < .00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). �,I , `! �• ,' ( 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN i j, �' PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. m e 1 DEPTH OF PERC = 3211-5011 16. PROPOSED PROJECT IS LOCATED WITHIN: B M ASSESSOR'S MAP 61 LOT 100 Q c•lU" ' 1 1- TEXTURAL CLASS: 11 - OWNER OF RECORD: JOSEPH AMORELLO J NANCY AMORELLO 12 00' LOCUS COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE `. - ,� / MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. SCALE: 1" = 1000' 120" Fill Loamy Sand 10Yr 3/1) Loamy Sand 10Yr 5/8 Med. to Coarse, Sand 2.5Y 6/6 PROPOSED EIGHT (8) 500 GALLON \'�;, 1 \ ��`' /� ®® CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR I (1.) A 0.70' WAIVER (5.00' - 4.30') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW. H-20 LEACHING CHAMBERS W/ '?� ... \� c9n ' TO BE INCORRECT. No Mottling, Standing or Weeping Observed SURROUNDING AGGREGATE (4) / "'� ti \ <�/ I PROPOSED INV.=10.00' 5. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED E S I O` UA / / #56 i BASED ON THE STANDARDS UNDER MA DEP DWW POLICY 92-1 5�� CES l 9��i /. EXISTIN ° \f (ISSUED: MARCH 3, 1992). 8-BEDRO ill) p6� \ NUMBER OF BEDROOMS (EXISTING) 8 WORK LIMIT DWELLING®� NUMBER OF BEDROOMS (DESIGN) 8 `p�/ IN, STOOP m ' �� DESIGN FLOW 110 GAL/DAY/BEDROOM / �_ TOF=11.4'± f\ HC -3 TOTAL DESIGN FLOW 880 GAUDAY F �--- \ WORK LIMIT 00 c�N,� O do HOUSE. � � � � ` T\, DESIGN FLOW x 200 % = 1,760 GAL/DAY EXISTING CESSPOOL TO BE 1 USE PROPOSED 2,000 GALLON SEPTIC TANK PUMPED, FILLED WITH CLEAN COARSE SAND PER 310 CMR ® .�0� / \ ��\ 15.255(3) & ABANDONED �® INSTALL 8 - 500 GAL. CHAMBERS w/ AGGREGATE MAP 61 / o N LOT 100 i'/ /.9/ �\ l �. � SIDEWALL CAPACITY / o 0 52,272± S.F. ' d / \ - m / o �� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY / m - - gip. .0001 \�\ R (74.0'+ 11.83) (2) (2) ( 0.74 GPD/ S.F.) 254.1 GAL/DAY 00 ti / _ Z TREE (TYP) / / / / ! - __ \ BOTTOM CAPACITY m / Gbo / �' �� (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY U MAP 61 / v n ` - - 9 - - - - / / / / i i� / (74.0'x 11.83') (0.74 GPD/S.F.) 647.8 GAL/DAY J LOT 102 // / COp.S� / /� // �/® \/ / .�o� - -- - // TOTALS: / / \ 8. ��//�/ �� /moi \ TOTAL NUMBER OF CHAMBERS 8 0.- < �p� � _ � _ ,_ � / �/ TOTAL LEACHING AREA .1,218.8 SQ.FT: FLAG POLE it _ SWING TIES SITE PLAN SCALE: 1" = 20' DESCRIPTION HC -1 ADDRESS: 56 PLEASANT STREET HC -3 11.67' 24.0' SOUTH YARMOUTH, MA 02664 -- 11.00' 29.3' FEMA FLOOD ZONE X (<500) & AE (EL. 12) -- CORNER OF STONE (3) -- COMMUNITY PANEL # 25001 CO569J 38.9' CORNER OF STONE (4) 17. DEED REFERENCE: L.C.C. #217652 37.5' 9.33' 18. PLAN REFERENCE: L.C. PLAN 7844-B 111.5' CORNER OF STONE (6) 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 112.0' 7.83' o 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN. IS TO BE USED ONLY EXISTING WATERLINE FOR SEPTIC SYSTEM UPGRADE. -JC ENGINEERING WILL NOT ASSUME ANY LIABILITY TEST PIT LOCATION FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL -� REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL IS REQUESTED FROM 310 CMR 15.212(1): 2 00' PROPOSED EIGHT (8) 500 GALLON \'�;, 1 \ ��`' /� ®® CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR I (1.) A 0.70' WAIVER (5.00' - 4.30') FOR THE SEPARATION BETWEEN THE SAS AND ESHGW. H-20 LEACHING CHAMBERS W/ '?� ... \� c9n ' TO BE INCORRECT. No Mottling, Standing or Weeping Observed SURROUNDING AGGREGATE (4) / "'� ti \ <�/ I PROPOSED INV.=10.00' 5. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED E S I O` UA / / #56 i BASED ON THE STANDARDS UNDER MA DEP DWW POLICY 92-1 5�� CES l 9��i /. EXISTIN ° \f (ISSUED: MARCH 3, 1992). 8-BEDRO ill) p6� \ NUMBER OF BEDROOMS (EXISTING) 8 WORK LIMIT DWELLING®� NUMBER OF BEDROOMS (DESIGN) 8 `p�/ IN, STOOP m ' �� DESIGN FLOW 110 GAL/DAY/BEDROOM / �_ TOF=11.4'± f\ HC -3 TOTAL DESIGN FLOW 880 GAUDAY F �--- \ WORK LIMIT 00 c�N,� O do HOUSE. � � � � ` T\, DESIGN FLOW x 200 % = 1,760 GAL/DAY EXISTING CESSPOOL TO BE 1 USE PROPOSED 2,000 GALLON SEPTIC TANK PUMPED, FILLED WITH CLEAN COARSE SAND PER 310 CMR ® .�0� / \ ��\ 15.255(3) & ABANDONED �® INSTALL 8 - 500 GAL. CHAMBERS w/ AGGREGATE MAP 61 / o N LOT 100 i'/ /.9/ �\ l �. � SIDEWALL CAPACITY / o 0 52,272± S.F. ' d / \ - m / o �� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY / m - - gip. .0001 \�\ R (74.0'+ 11.83) (2) (2) ( 0.74 GPD/ S.F.) 254.1 GAL/DAY 00 ti / _ Z TREE (TYP) / / / / ! - __ \ BOTTOM CAPACITY m / Gbo / �' �� (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY U MAP 61 / v n ` - - 9 - - - - / / / / i i� / (74.0'x 11.83') (0.74 GPD/S.F.) 647.8 GAL/DAY J LOT 102 // / COp.S� / /� // �/® \/ / .�o� - -- - // TOTALS: / / \ 8. ��//�/ �� /moi \ TOTAL NUMBER OF CHAMBERS 8 0.- < �p� � _ � _ ,_ � / �/ TOTAL LEACHING AREA .1,218.8 SQ.FT: FLAG POLE it _ SWING TIES SITE PLAN SCALE: 1" = 20' DESCRIPTION HC -1 HC -2 HC -3 SEPTIC TANK COVER (1) 24.0' 14.3' -- SEPTIC TANK COVER (2) 29.3' 22.3' -- CORNER OF STONE (3) -- 37.8' 38.9' CORNER OF STONE (4) -- 49.7' 37.5' CORNER OF STONE (5) -- 88.4' 111.5' CORNER OF STONE (6) -- 82.4' 112.0' TOTAL LEACHING CAPACITY 901.9 GAL./DAY Permit valid for REPAIR ON SEI'i'IC SVS'I'L 7: ONLY, due to. State and Lural septic variances. Hoard of llcalth review and approval is required for any future additions/renin ations/aiteration s to sewage facilities ani)/or structures/dwelling. Varmouth I-liD ealth epartment gg �e ®.ate RESERVED FOR BOARD OF HEALTH USE 50x0' --- 50 --- r0� 50 GAS O/H /W W W LEGEND EXISTING SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT GRADE m [nn� EXISTING GAS LINE z EXISTING OVERHEAD WIRE o EXISTING WATERLINE TEST PIT LOCATION PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 10001 PROPOSED 2,000 GALLON H-20 SEPTIC TANK ❑ PROPOSED H-20 DISTRIBUTION BOX O� PROPOSED 500 GALLON. H-20 LEACHING CHAMBER REV. DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE ofkA SSgcyG PREPARED FOR: JOHN L. s� CAPEWIDE ENTERPRISES 5o CHURCHILL JR. v,, - N 0.48066 0 0�s ,s �R�° �LOCATED AT 9. L 56 PLEASANT STREET SOUTH YARMOUTH, MA 02664 SCALE: 1 INCH = 20 FT. DATE: MARCH 12, 2019 r�.j" OF #44 0 10 20 410 80 FEET y JOHN L °��, PREPARED BY: CHURCHILL JR. CIVIL JC ENGINEERING, INC. NO. 41807 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 508.273.0377 Drawn By: MCP Designed By: MCP Checked By: JLC JOB No. 4534