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HomeMy WebLinkAboutEngineer Plan+a✓ r ® k% ZONE 11 1q �!!!Gravel , - I tA In r el Ilk h NT • W 'i anherr 4 <� All All *TX 7. LOCUS PLAN SCALE: 1" = 1000' NOTES: 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 3.) PORTION OF PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II. ALL WORK IS LOCATED WITHIN ZONE 11. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.. 5.) ELECTRIC LINE FROM BLOWER TO CONTROL PANEL AT THE BUILDING SHALL BE INSTALLED BY THE CONTRACTOR. ELECTRIC LINE ROUTE SHALL BE ALIGNED SO AS TO CREATE THE LEAST AMOUNT OF DISTURBANCE TO THE PROPERTY AS POSSIBLE. 6.) NEW SEPTIC SYSTEM WAS DESIGNED PER MASS. DEP LETTER DATED JUNE 4, 2003 ON FILE WITH THE YARMOUTH BOARD OF HEALTH. �-P IT DATA PERC NO. N/A INSPECTOR: Mallory R. Langler EVALUATOR: Michael Pimentel, EIT, CSE C.S.E. APPROVAL DATE: Oct. 27, 1999 DATE:January 16, 2020 TEST PIT #: 1 ELEV TOP = 27.50' ELEV WATER = < 16.50' PERC RATE _ < 2 min./inch DEPTH OF PERC = 72'1- 90#1 i TEXTURAL CLASS: 1 off 7211 Perc 90" C 21 Medium Sand 2.5Y 6/6 27.50' I 21.50' 20.00' 132111 1 16.50' No Mottling, Standing or Weeping Observed TEST PIT -DATA PERC NO. N/A PERC NO. N/A INSPECTOR: Mallory R. Langler INSPECTOR: Mallory R. Lan ler EVALUATOR: Michael Pimentel, EIT, CSE : EVALUATOR: Michael Pimentel, C_S.E. APPROVAL DATE: Oct. 27, 1999 C.S.E. APPROVAL DATE: Oct - DATE: January 16, 2020 DATE: January 16, 2020 TEST PIT #: 2 TEST PIT #: 3 ELEV TOP = 27.50' ELEV TOP = 27.50' ELEV WATER = < 16,50' ELEV WATER = < 16.50' PERC RATE = PERC RATE = DEPTH OF PERC = DEPTH OF PERC = TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 011� �27.501.. 0"� 72" C Fill Fill 21.5072" Medium Sand 2.5Y 6/6 C Medium Sand 2.5Y 6/6 1! 13 16.50- 132" No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping C PROPOSED SAS #2: SIX (6) 500 GALLON CONCRETE LEACHING CHAMBERS w/ SURROUNDING AGGREGATE REMOVE ALL UNSUITABLE MATERIAL DOWN TO "C„ SOIL & REPLACE w/ CLEAN COARSE SAND PER 310 ,y,r CMR 255(3), AS NECESSARY 20" MAP 46 /--PROPOSED 4" VENT PIPE; EXACT LOT 70 LOCATION PER OWNER (TYP OF 2) Benchmark Hydrant Bonnet Bolt Elevation = 30.00' Approx. M.S.L �w 3 PROPOSED INSPECTION PORT (TYP OF 2) f , 6 �. o �, REMOVE ALL UNSUITABLE 1 -> (10) (8) M 41 MATERIAL DOWN TO "C" TP 3 , SOIL & REPLACE w/ CLEAN co " COARSE SAND PER 310 1 ji 27x5 181 P I , CMR 255(3), AS NECESSARY Cb EXISTING 6" D.I. WATER MAIN J ho (APPROX. LOCATION) I (/ f jjjj 4jTJ MAP 46 LOT 71 PROPOSED 1,500 GALLON SEPTIC TANK "A" w/ MICROFAST INSERT MODEL 0.9 MAP 46 LOT 72 e ,.. I oi 1 V PROPOSED SAS #1: SIX (6) 500 GALLON CONCRETE 12" LEACHING CHAMBERS w/ TP 2 f a SURROUNDING AGGREGATE w /. (`) 1 I DISTRIBUTION BOX 27x5 p l 20„' 10" 12" I 2" Al 1 r PROPOSED VENT AND -- j , 11 a �{ i' I f BLOWER, EXACT { 12 s� 8- 1 12" I 1211 r� `` 28 ._ _. _- - -' p / LOCATION PER 1811 -� �5I 291 `� OWNER (TYP OF 2) 110 12" PROPOSED 1,500 GALLON ..1841 (1) .. � B SEPTIC TANK "B" w/ MICROFAST Q-9 (4) INSERT MODEL 0,9 � 0 181, , / I (3) o I EXISTING LEACHING PIT TO BE 2- N -- 181118 PUMPED AND FILLED WITH CLEAN 00 Co $ ILF' SAND & ABANDONED (APPROXIMATE INV. .� - _ � / LOCATION) (TYP OF 5 INVCONC. INV,= � ( PATIO - „ _.. PAD 32.11± 4 i HC 1 p q K I CONC. BECK ` ---EXISTING 1,000 GALLON SEPTIC TOF = PA® TOF = DECK PATIO Iie1V-� TANK TO BE PUMPED, BOTTOM. 32.2+ i 35,1 ± 33.8-+ RUPTURED, FILLED IN WITH SAND TOF = AND ABANDONED (TYP OF 4) UNIT 33.0'± UNIT TOF _ #15D UNIT- ! �HC-2 #15A UNIT I 37.1 ± (2-BEDS) UNIT (2-BEDS) #15E UNIT #15B #15C (2-BEDS) I #15F UNIT PROPOSED 1,500 GALLON (2-BEDS) 2-BEDS I i SEPTIC TANK WITH MICROFAST ( ) f d (2-BEDS) #15G j INSERT (TYP OF 5) (2-BEDS) cqjS I / ! W > ..l (n --' GA -- ,, I/G•-'''� ` GAS ---'- GA T/c G 5 G GAS G W ._ _ - GAS R� �` -A AS GAS VIA EXISTING 6" D.I. WATER MAIN (APPROX. LOCATION) MHS O N890 49' 45"E 239.11' SITE PLAN_ SCALE: 1" = 20' BUCK ISLAND ROAD (60' WIDE LAYOUT) MAP 47 LOT 97 2002 �U HEX DEPT =567.40 =1 p 0 t 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ELEVATION = 26.50' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF THE LINER IS NOT ,LESS-THAN;THE; BREAKOUT ELEVATION. 5. SLOPE ALL SOLID PIPE AT,1 Q% ,11t IJ 6. THIS SYSTEM IS NOT DESI E® FOR &GARBAGE DISPOSAL. a.9r 7. LOCAL BOARD OF'HEALTIH AND flES��.I\t ENG:I�JEEI� TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS-; NEAR, READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 30.00` ESTABLISHED ON A HYDRANT BONNET BOLT AS SHOWN ON PLAN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 0. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. 1. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS, OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 2. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 3. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 4. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OT 5. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 6. PROPOSED PROJECT IS LOCATED WITHIN: ASSESSOR'S MAP 47 PARCEL 97 OWNER OF RECORD: HALCYON CONDOMINIUMS c/o JOHN McAVOY ADDRESS: 300 BUCK ISLAND ROAD W. YARMOUTH, MA 02673 FEMA FLOOD ZONE X COMMUNITY PANEL ## 25001 C0586J 7. DEED REFERENCE: LAND COURT CERTIFICATE #157445 3- PLAN REFERENCE: LAND COURT PLAN #32462-D-5 9. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 1. 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. 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. LEGEr""' 50xO EXISTING SPOT GRADE -- - - 50 - - - EXISTING CONTOUR 0 PROPOSED CONTOUR EXISTING UNDERGROUND ELECTRIC jC EXISTING UNDERGROUND TELEPHONE / CABLE ------------- EXISTING 6" D.I. WATER MAIN EXISTING WATER SERVICE LINE r' EXISTING GAS LINE N TEST PIT LOCATION EXISTING 1,000 GALLON SEPTIC TANK PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE ® PROPOSED 6-OUTLET DISTRIBUTION BOX O PROPOSED 500 GALLON LEACHING CHAMBER 00 PROPOSED 1,500 GALLON SEPTIC TANK w/ MICROFAST INSERT REV. DATE BY APP`D. DESCRIPTION OF PROPOSED SEPTIC SYSTEM UPGRADE ........ PREPARED FOR: JOHN L. �► oath Health Department J H N MCAVOY c.GHURCHILL JR. v, JUL n NO.48066 cr "PROVED LOCATED AT HEALTH DEPor ° 306C CK ISLAND ROAD F W. `YARMOUTH, MA 02673 PAGE 1 OF 2 SCALE: 1 INCH = 20 FT. DATE: APRIL 16, 2020 Of 0 10 20 40 80 FEET JOHN L. �, PREPARED BY: "" CIML �'RV) JC ENGINEERING, INC. NO. 41807 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 r 508.273.0377 Drawn By. SJI Designed By: MCP , Checked By JLC JOB No. 4977 , 6 N z DESCRIPTION HCA HC-2 HYD SEPTIC COVER IN (1) 61A' 87.2' -- CENTER END TANK (2) 70.1' 82.3' -- SEPTIC COVER IN (3) 92.7' 52.1' -- CENTER END TANK (4) 87.5' 61.0' -- CORNER OF STONE (5) 107.3' 93.9' 99.3' CORNER OF STONE (6) 1137 84.4' 1087 CORNER OF STONE (7) 166.3' 132.9' 83.8' CORNER OF STONE (8) 162.0' 139.1' 71.1' CORNER OF STONE (9) 98.1' 115.2' 82.9' CORNER OF STONE (10) 156.1' 154.3' 45.6' CORNER OF STONE (11) 154.7' 162.8' 33.3' CORNER OF STONE (12) 95.9' 126.3' 76.9' FINISH GRADE OVER D-BOX = 28.31± - REMOVABLE WATER -TIGHT COVER OVER RISER TO WITHIN 6" OF FINISHED GRADE 5" DIA. OUTLET(S) 9" IN. 36" MAX. L=65'± (A) PROVIDE WATERTIGHT V IN FROM JOINTS (TYP.) 4 PVC SEPTIC TANK 4" PVC OUT TO 0 LEACHING FACILITY 12" 6" 26.75' MIN. 26.58' L6"CRUSHED STONE ER MECHANICALLY COMPACTED BASE 6 OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. GROSS SECTION VIEW DISTRIBUTION BOX DETAIL NOT TO SCALE tievavon = ou.uu 1 REMOVE ALL UNSUITABLE PROPOSED SAS #2: SIX (6) z Approx. M.S.L. MATERIAL DOWN TO "C" 500 GALLON CONCRETE SOIL & REPLACE w/ CLEAN LEACHING CHAMBERS w/ COARSE SAND PER 310 SURROUNDING AGGREGATE CMR 255(3), AS NECESSARY 20" D 4" VENT PIPE- EXACT MAP 46. � � PROPOSE , l OCATION RER OWNER (TYP OF 2) LOT 70`. 11 PROPOSED INSPECTION PORT (TYP OF 2) 2g Q REMOVE ALL UNSUITABLE (10) -0 (8) MATERIAL DOWN TO "C' TP 3 ° SOIL & REPLACE w/ CLEAN PER 310 _ 27x5 � r COARSE SAND / 4! ,CMR 255(3), AS NECESSARY ?8 --- 1 I eF EXISTING 6 D.I. WATER MAIN I o 14" /14 0°' (APPROX. LOCATION), - 1 © of, } '`- PROPOSED SAS #1 SIX (6) N / 500 GALLON CONCRETE MAP 46 j wM1, * 12vcvk "a� LEACHING CHAMBERS w! LOT 71 1 TP 2 / SURROUNDING AGGREGATE f �� , (12) P' 27x5 f PROPOSED 6-OUTLET c Q�C 18„ TP 1 9 il X z () (5), DISTRIBUTION BO r.�_.� PROPOSED 1;500 GALLON I ` / 27x5 a 18 20" SEPTIC TANK A w/ MICROFAST ag ° as as ` �Wv_ 18 /: � cb � 12" VD t r INSERT MODEL 0.9 10„ . , f� ,f �" 0 co �'' aj 1 PROPOSED VENT AND Cli p}{� BLOWER; EXACT i12"A 2 12"' z LOCATION PER 18" 8 ,, ®-- ,,3d f 12" /'` OWNER (TYP OF 2) -P L10" 1 "'t f / a 12" w.;> (2) / PROPOSED 1,500 GALLON tt as (�) O ` SEPTIC TANK "B" / MICROFAST up 18 (4) ` INSERT MODEL 0.9 ° ° % (3)PIT TO BE f,.. EXISTING LEACHI PUMPED AND FIL . D WITH CLEAN co. {° SAND & ABANDON D (APPROXIMATE (TYP 5 LOCATION) ( ) o _ ! `� �° CONC. -INV. o v� PATIO PAD 1 4 \ `'� HC 1 X DECK - ._. �. - N 1 000 LLt)N SEPTIC - DECK EXISTI G , CONC. PAD TOF = , DECK PATIO _.IN � TANK TO BE PU F'E , BOTTOM TOF = 35.1'± 3 8 ± RUPTURED, FILL I) IN WITH SAND MAP 46 32.2± � � 7,�" r � AND ABANDONE ,'TYP OF 4) LOT 72 UNIT IT TOF \ UNIT 33.0'± #15D UN HC-2 #15A 37.1'± \ 2-BEDS 15E IT (2-BEDS) UNIT UNIT ( ) UN PROPOSED 1,500 GALLON 15B #15C (2-BEDS) #15F UNIT SEPTIC TANK WITH MICROFAST (2-BEDS) (2-BEDS) (2-BEDS) #15G INSERT TYP OF 5) (2-BEDS) -Z - - ----- 77 I-W f nj W k WGA GAS �-- -� GA -_ GtS AS W GAS -- ---_ GA' EXISTING 6 D.I. WATER MAIN (APPROX. LOCATION) MHv MAP 47 LOT 97 1 28.3 - 29.8' (SAS #1) PROPOSED VENT WITH CHARCOAL FINISH GRADE OVER CHAMBERS - FILTER TO ABOVE GRADE SLOPE @ 2% MIN. COVER SYSTEM 27.8 - 28.2 (SAS #2) 3/4" TO 1-1/2" DOUBLE WASHED 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE MIN SLOPE 1 % BOX TO F.G. (SEE NOTE 21) 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE OR GEOTEXTILE FILTER FABRIC r PLACE RISERS ON ALL P F SAS = ' AMBERS WITH TO O 26. �3 CHAMBERS 9" MIN. INLET PIPES TO 6" OF 26.00' 36" MAX. BREAKOUT EL 26.50' FINISHED GRADE a Q0' Q O o ®o Qo 0o Qo 00 0 2' o0 00 0 o I 0 0 0 0 d 001 o II _1 14.0, 8.5' (TYP) 0' 4 Q, 4.83' 4.Q' (TYP.) 59.0' GROUND WATER ELEV. < 16.50' 12.83' 24.00 12 TOTAL 500 GALLON C * .: M . M .. 5' MIN. CHAMBER END VIEW TYPICAL CHAMBER PROFILE SAS ##:6CH E S 1 CH MBER DETAIL,.�; SAS 2: C HA E NOT TO SCALEni=5 inm nATI NUMBER OF BEDROOMS (TOTAL) 14 DESIGN FLOW 110 GAUDAY/BEDROOM i TOTAL DESIGN FLOW 1,540 GAUDAY MIRCROFAST NOTES ! TANK "All 1. BLOWER MUST BE WITHIN 100 FEET (30.5m) OF FAST UNIT AND USE�A MAXIMUM OF 4 NUMBER OF BEDROOMS $ ELBOWS IN THE PIPING SYSTEM (@ 100 FT). FOR DISTANCES GREATER THAN 100 FT --CONSULT DESIGN FLOW 110 GAUDAY/BEDROOM FACTORY. BLOWER BASE MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS. TOTAL DESIGN FLOW 880 GAUDAY HER TO AVOID INFILTRATION. CAP WITH I PSE PROPOSED 1,500 GAL. SEPTIC TANK W/ MICROFAST INSERT ` 61 VENT GRATE W/AT LEAST 7.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. OR: TANK 118,E RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH 3" VENT GRATE W/AT LEAST 7.1 SQ. NUMBER OF BEDROOMS 6 IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE BUILDUP OR BACK PRESSURE. DESIGN FLOW 110 GAUDAY/BEDROOM ETC. MUST CONFORM TO TOTAL DESIGN FLOW 660 GAUDAY 3. ALL APPURTENANCES TO FAST (e.g. SEPTIC TANK PUMPOUTS , ) ALL COUNTRY, STATE, PROVINCE, AND LOCAL CODES. USE PROPOSED 1,500 - GAL. SEPTIC TANK W/ MICROFAST INSERT ` 4. LOWER CONTROL SYSTEM BY BIO-MICROBICS, INC. * Per DEP General Use Certification letter: The MicroFAST@ 0.9 is installed in the second compartment of a two -compartment tank with a total liquid capacity of 5. COPYRIGHT (C) 2001, BIO-MICROBICS,INC. at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 6. MUST INCREASE TANK SIZE BY 20% IF MINIMUM OF 10 INCHES IS USED BETWEEN THE UNIT AND THE BASE OF TANK. CONSULT FACTORY FOR APPROVAL. INSTALL 12 _ 500 GAL. CHAMBERS wI AGGREGATE 7. THE PRIMARY COMPARTMENT MAY BE A SEPARATE TANK. SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2 TRENCHES) (2' HIGH) (0.74 GPD/S.F.) = GPD 8. FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING NEED FOR LID. (59.0' + 12.83') (2) (2) (7) (0.74 GPD/ S.F.) _ 425.2 GAL/DAY 9. EITHER THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP OR THE BAFFLE BOTTOM CAPACITY SEPARATING THE TWO ZONES SHALL BE EXTENDED ALL THE WAY TO THE TOP OF THE (LENGTH x WIDTH) (2 FIELDS) (0.74 GPD/S.F.) = GAL/DAY CONCRETE TANK. IF CHOOSING TO USE THE PIPE CAP, THEN THE BAFFLE SHALL BE AT LEAST (59.0' x 12.83') (2) (0.74 GPD/S.F.) 1,120.3 GAL/DAY 3" HIGHER THAN THE WATER LEVEL AS SHOWN ON THE DRAWING. TOTALS TOTAL NUMBER OF CHAMBERS 12 TOTAL LEACHING AREA 2,088.5 SQ.FT. TOTAL LEACHING CAPACITY 1,545.5 GAL.IDAY 50xO EXISTING SPOT GRADE 50 - - - EXISTING CONTOUR BLOWER W1 HOOD 50 �.--.-_ PROPOSED CONTOUR (BY BIO-MICROBICS) EXISTING UNDERGROUND ELECTRIC T/C EXISTING UNDERGROUND TELEPHONE ! CABLE CONCRETE BASE EXISTING 6" D.I. WATER MAIN _.W W - EXISTING WATER SERVICE LINE 4„ j___ GAS EXISTING GAS LINE TEST PIT LOCATION _ - ELECTRICAL CONDUIT (TO BLOWER CONTROL SYSTEM) . EXISTING 1,000 GALLON SEPTIC TANK 2„ MIN. AIR PIPING PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE BLOWER DETAIL, NOT TO SCALE PROPOSED 6-OUTLET DISTRIBUTION BOX Z 5 PROPOSED 500 GALLON LEACHING CHAMBER HEALTH 0 PROPOSED 1,500 GALLON SEPTIC TANK w/ MICROFAST INSERT OPENING FOR FAST MODULE TO SIT IN TANK REV. DATE BY APP`D. DESCRIPTION OF hMS PROPOSED SEPTIC SYSTEM UPGRADE 12-5/ cy PREPARED FOR: 2.5"s cHURct�ILL' JR. JOHN MCAVOY o.aassQ LOCATED AT 49.25" MIN. 25 0300 BUCK ISLAND ROAD °9 L W. YARMOUTH, MA 02673 PAGE 2 OF 2 500 GALLON 60„ _r SCALE: 1 INCH = 20 FT. DATE: APRIL 16, 2020 MIN. LIQUID 0 10 20 40 80 FEET CAPACITY 1000 GALLON MIN. LIQUID CAPACITY �N OF PREPARED BY: ,Jt3HN L. CIIURCHILL JAR. JC ENGINEERING INC, SEPTIC TANK 1, 500 GALLON SEPTIC TANK WI CIML ' SEE NOTE 3 NO. 41807 2854 CRANBERRY HIGHWAY F MICROFAST INSERT (MODEL 0-�) EAST WAREHAM, MA 02538 NOT TO SCALE ► cn0 0)-72 A 277