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HomeMy WebLinkAbout60 Broadway septicA SrpPPr ss a e 4 a e` � P s oar n LOCUS i LOCUS MAP C'7 00 Q Z to N 41 SCHEDULE OF ELEVATIONS St 0 1 FIRST FLOOR = 14.5 46 as 2 TOP OF FOUNDATION = EXISTING » 3A PIPE INV. AT FOUNDATION (UNITS) = 11.10* a 36 PIPE INV. AT FOUNDATION (LAUNDRY) = 10.35* N _ 4A PIPE INV. AT EXISTING TANK 1 INLET = 11.03 q i°ssw w 46 PIPE INV AT PROPOSED TANK 2 INLET = 10.31 40 is so 5A PIPE INV AT EXISTING TANK 1 OUTLET = 10 78 LEGEND s -` 5B PIPE INV. AT PROPOSED TANK 2 OUTLET = 10.06 s 6 PIPE INV AT PROPOSED TANK 3 INLET 10.01 f1 oar 7 PIPE INV AT PROPOSED TANK 3 OUTLET = 9.76 8 INV. OF PIPE AT D-BOX INLET = 9.51 B, n 9 INV. OF PIPE AT D-BOX OUTLET = 9.34 °av w°y 10 INV. OF PIPE AT LEACHING FIELD INLET = 9.14 SPiA 11 BOTTOM OF LEACHING FIELD = 8.60 12 TOP OF FIELD 9.68 NOT TO SCALE 13 FINISHED GRADE OVER LEACHING FACILITY = 12.65-12.30 14 FINISHED GRADE OVER D-BOX = 13.0 15 FINISHED GRADE OVER SEPTIC TANK = 13.1 16 FINISHED GRADE AT FOUNDATION = 13.5 O 3: O T� x U m >Q Q w O x 0 1 m jjCB------- CONCRETE BOUND p I&SB------- STONE BOUND O RC ------- ROD CAP OIP------- IRON PIPE FOUND ------- HYDRANT ------- WATER SHUTOFF ®------- CATCH BASIN SQUARE -------- UTILITY POLE o d-------- GUY POLE E-------- GUY WIRE UP E------- LIGHT POLE C713- ------- SIGN ------- CONIFEROUS TREE ------- DECIDUOUS TREE ®------- TREE STUMP = ------- SHRUB O j------- CONIFEROUS SHRUB TREE LINE oHW OVERHEAD WIRES STONE WAL' ' ENCE i El POST & RAIL STOCKADE' NCE 0 x x x PICKET ROV. :NCE xx xx CHAIN LINK • JCTURE INCLUDED IN ------- AREA OF STI t• COVERAGE EXISTING LC Z w 2 w C_ LL O w 0 w DWELLING 0 F4 14 4A 4B TANK1 `• EXISTING •.' �: TANK 2� S=0.02 L= 16' SCH. 40 PVC TEES GAS BAFFLE 200% 1ST COMPARTMENT TANKS TANK 1 - RESIDENTIAL EXISTING SEPTIC TANK 1000 GALLON, -10 LOADING TANK 2-LAUNDRY PROPOSED 2,000 GALLON TANK, H-20 LOADING SEWAGE SYSTEM PROFILE & DETAILS NOT TO SCALE PROPOSED 4" PVC OUTLET "T" AND SEWER PIPE, CONTRACTOR SHALL CONFIRM EXISTING INVERT ELEVATION PRIOR TO INSTALLATION OF SYSTEM k1m 5A 5B S=0.01 L=49' SCH. 40 PVC TEES ib v 1. GAS BAFFLE I1Y L k I - .7 _­ - --, -1 �... �­, 4. .� . ... .. ,\,4A` r� PROPOSED SEPTIC TANK 1,500 GALLON, H-20 LOADING WATLsk N G ,TE MAINE AVENUE (40' WIDE - PUBLIC) GAS 1 �GATE O� G G G GAS SERVICE AS MARKED _TG G7 G G GII G GIII G_-G GUY POLE �- CB DISCI O O G) O G) O UP P OH OHW OHW �- DHW -FOUND, 1 N 320 16' S " PAVED STOCKADE FENCE \ r7 PARKING O \ . - CONCRETE \EiH WOOD 1ALC61NIY PATIO \\ I I GAS METER W60 I I 7C�y\ I I CON90MINIUM o\p\ I ( I FIN. FL, EL. = 18.8 No Z I APPROXIMATE LO A I ION I I I I OF WATER SERV C PER EXISTING POOL y CONC. WALK GO \\ \ ® 17 - �MBERIEDGING T I t� \ \ J 000 7(&()()1 C 1J WOOD BALCONY PAVED / \ / SECOND FLOORJ� \ V PARKING S l S OJ S) ! I OVERHANG co LAWN / `OS) 1 I #60 CONDOMINIUM \ \ v LAMP / \ s ,� / FIN. FL. EL. = 17.5 POST / R �r_ S I / CONC. WALL` / SECOND FLOOR /� \` \ �� - �l OVERHANG // ?f PLANTING -- T - - - - - - FZ _ / r 1.0 Fz o o / COVER FZ - �� WOOD BALCONY } o o LAWN TIMBER EDGING (TYP) COVER U C) PAVED ! - N PARKING Z / / HIHIIIHI gill D WOOD WOOD f �s II WOOD WOOD r WOOD WOOD r DECK DECK DECK L� I DECK DECK I (� ( DECK DECK I I C J L J I-i WA LAWN 1 LAWN APPROXIMATE LOCATION #60 OF SEPTIC SYSTEM CONDOMINIUM FAILED SEPTIC SYSTEM FROM TIE -CARD (TYP) ` FIN. FL. EL. = 14.1 w \ \ LU \ \\ w 14 ' LJ H-20 D-BOX WITH SPEED LEVELERS S=0.01 L=25' 0 0 8 9 NOTES: 1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE. SEPTIC SYSTEM NOTES 2. PROPOSED H-20 SEPTIC TANK AND 11-20 D-BOX AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.00), AND THE LOCAL BOARD OF MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. HEALTH. 4. H- 20 CONCRETE LOW PROFILE FLO!N DIFFUSERS IN BED CONFIGURATION 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN PROPOSED VENT, FINAL LOCATION PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. RISER AND COVER TO BE SET TO 13 TO BE DETERMINED IN THE FIELD 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BE WITHIN 6" OF FINISHED GRADE & SERVE AS INSPECTION PORT 12 BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE RELATED WORK. S=2°k MINIMUM FILTER FABRIC 4 ALL DISTURBED AREAS ARE TO BE LOAMED SEEDED AND MAINTAINED TO FIRST 2' SHALL BE SET LEVEL S=0.01 L=VARIES M 6" MIN. CRUSHED STONE BASE z PREVENT EROSION. 2 �\ ih 5. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE AYEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS . BACK FILL WITH 15' MINBREAKOUT GRADE 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED. 9" MIN. 36" MAX. \ CLEAN MATERIAL 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND �� ACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL ® ® O O VERALL CODE, TITLE 5. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. © M 92 M 7 HEIGHT PRECAST H-20 LOADING LOW 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS PROFILE FLOW DIFFUSOR FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED CHAMBERS AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES. 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING v FACILITY. THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON 4' OF NATURALLY OCCURRING THESE PLANS WITH SELECT ON -SITE OR IMPORTED SOIL MATERIAL, PERVIOUS MATERIAL CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. REDOX ELEVATION 4.53' MIXTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL SHALL OBSERVED GROUNDWATER ELEVATION 1.03' CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 - 310 CMR SECTION USE 4 ROWS OF 5 FLOW DIFFUSOR CHAMBERS W TH DOUBLE WASHED CRUSHED 15.255 (3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE STONE 48" BETWEEN EACH CHAMBER, 48" AT ENDS & 48" ALONG SIDES MINUTES PER INCH, BEFORE AND AFTER PLACEMENT. EFFECTIVE DIMENSIONS: LENGTH = 48.0', WIDTH = 36' IN BED CONFIGURATION 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER DESIGN DATA THAN A NUMBER 200 SIEVE. \cry 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR 1. TYPE OF ESTABLISHMENT: 8-BEDROOM CONDOMINIUM- 2 UNITS ONLY EACH W/ 2 BEDROOMS SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 2. SEPTIC TO SERVICE: 4 BEDROOMS - 440 GALLONS PER DAY 2 COMMERCIAL WASHING MACHINES - 2 @ 400 GPD = 800 GPD INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. \ 3. SEWAGE SYSTEM DESIGN FLOW: 1240 GPD 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 4. NOTE: THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER T o 5. SEPTIC TANK CAPACITY REQUIRED: 2 COMPAR MENTS, MINIMUM OF 200 /o OF DESIGN FLOW AND 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.) SCHEDULE 40, UNLESS OTHERWISE NOTED. 100% OF DESIGN FLOW FIRST COMPARTMENT 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION = 200% X 440 GALLON = 880 GALLON REQUIRED - 1000 GAL EXISTING TANK PROVIDED INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE o PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE PRIOR = 200% X 800 GALLON = 1,600 GALLONS REQUIRED - 2,000 GALLON PROPOSED TANK PROVIDED TO BACKFILLING. UP -OHW-OHW- � OAvel -OHw SECOND COMPARTMENT 14, DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND a = 100%X 1,240 GALLON = 1,240 GALLONS USE 1,500 GALLON PROPOSED TANK MATERIALS INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS GAZEBO (TYP. OF 3) TENNIS COURT PARCEL ID 22-380-C 61,200 S.F. ISTINQ ILDIN EXISTING LEACH PIT TO BE PUMPED DRY, REMOVED AND DISPOSED OF PER TITLE 5 GAZEBO 16 __._ -._..- _ _ - STOCKADE FENCE .� FZ \ GARAGE 0O 12.4 1,500 GALLON o O SEPTIC TANK "TANK 3" n 2,000 GALLON SEPTIC TANK "TANK 2" STING MANHOLE / LAUNDRY LEACH PIT TO BE REMOVED ELEC. METER Q a 0 \F �\ \ EXISTING TANK TO REMAIN a L \ \ "TANK 1" 5 > o X 02°b i n �F I 2 Owl- APPROXIMATE LOCATION u F z ��� OF WATER SERVICE PER TOWN RECORDS FZ 306.00' oHW OHW---- OHw HYDRANT OHw '10 --- P "� OHW I U'� S 32° 16' 55" W OHw 011 f OHW OHW-OHW-OHW _ �, ` W W W W W W W WATER MASSACHUSETTS AVENUE H-20FLOW GATE \ \ CHAMBER SYSTEM ` (40' WIDE - PUBLIC) GAS LINE TO BE RELOCATED 22.5' DE FENCE y0 0 v UP -,� /;I 1 � • 1 WATER GATE OF THE FILL MATERIAL REQUIRED. AN AS -BUILT PLAN SHALL BE SUBMITTED TO DESIGN PERCOLATION RATE: ASSIGNED LESS THAN 5 MINUTES PER INCH THE LOCAL BOARD OF HEALTH UPON COMPLETION. 6. SOIL ABSORPTION SYSTEM TYPE: 1 LOW DIFFUSERS IN BED CONFIGURATION 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE 7. LEACHING AREA REQUIRED: MINIMUM 1240 GPD / (0.74 GPD/S.F., CLASS I SOIL) = 1675 S.F. PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. 8, LEACHING SYSTEM PROPOSED: 16. DIG -SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR BOTTOM AREA PROPOSED = 36' x 48' = 1728.0 S.F. THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 9, LEACHING SYSTEM CAPACITY PROPOSED = 1728 S.F. x 0.74 GPD/S.F. = 1278 GPD 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK DISTANCE FROM SAID SERVICE TO THE - - SEPTIC SYSTEM SHALL BE MAINTAINED. I 18. ALL WATER LINES WITHIN 10' OF SEPTIC SYSTEM COMPONENTS SHALL BE I PARCEL ID SOIL EVALUATOR'S LOG SLEEVFD WITHIN 4" P',.'C SCHEDULE 40 PIPE. j 22-379 } 1 W in� i, I SEPTIC VE CO 7.3' Depth from surface in inches Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottles Iand Depth Other Relative Factors TP#1 DEEP OBSERVATION HOLES TP#1 EL. 10.7 0-10 A LOAMY SAND 10 YR 4/1 10 - 29 Bw LOAMY SAND 10 YR 4/6 29 - 120 C1 MEDIUM SAND 2.5 YR 7/3 REDOX @ 74" PERCOLATION RATE _ < 2 MINUTES / INCH IN C1 LAYER DEPTH TO GROUNDWATER = NONE ENCOUNTERED, ADJUSTED HIGH GROUNDWATER = REDOX EL.= 4.5Z (NAVD88) WITNESSED GROUNDWATER - WEEPING AT 116" = 1.03 (NAVD88) OBSERVATIONS BY: GLEN HARRINGTON, R.S. WITNESSED BY: PHIL RENAUD, HEALTH INSPECTOR DATE TESTED: MAY 25, 2023 LOCAL UPGRADE APPROVAL REQUEST NO DESCRIPTION BYLAW TITLE 5 PROPOSED WAIVER REQUIRED REQUIRED \ 1 SOIL ABSORPTION SYSTEM TO PROPERTY LINE 10 FT. 10 FT. 5.2 FT. 4.8 FT. 6 SEPARATION TO HIGH GROUNDWATER 5 FT. 5 FT. 4 FT. 1 FT. VARIANCE REQUEST PURSUANT TO 310 CMR 15./05 -CONTENTS OF LOCAL UPGRADE APPROVAL I �I GENERAL NOTES PARCEL ID 22-381-1 LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON I INSPECTION PORT THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA -MAINLAND COORDINATE SYSTEM, DATUM: NAD 83, UNITS: U.S. SURVEY FEET. THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHCWN HEREON IS BASED ON AN ASSUMED 1" LOWER THAN THE SURVEYED THRESHOLD ELEVATION. AP INTERIOR INSPECTION OF BUILDINGS WAS NOT 12.35x 7.2 CBDH PERFORMED. "' FOtJ1VE3- ZONING DISTRICT: R-25 FZ - HYDRANT OH PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMAL FLOOD HAZARD WA- T�OHW- ZONE X, AE(ELEV. 11) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD GATE INSURANCE RATE MAP NO. 25001 C0588J, WITH A NAP EFFECTIVE DATE OF JULY 16, 2014. W_ THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA, BENCHMARK MAG NAIL IN PAVEMENT THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. ELEVATION = 12.03' NAVD88 WIND EXPOSURE CATEGORY: ZONE C DEED REFERENCE: BOOK 3183 PAGE 193 PLAN REFERENCE: BOOK 428 PAGE 65 OWNER: ENGLEWOOD BEACH CONDOMINIUMS 60 BROADWAY STREET 0 10 20 40 WEST YARMOUTH, MA 02673 valid for REPAIR OF f�11P fn Cfo.e ..-a • _ _ NOTICE THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE & ISLANDS ENGINEERING, INC. UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN. AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED DATE I DESCRIPTION I BY I CHK PREPARED FOR: ENGLEWOOD BEACH CONDOMINIUMS 60 BROADWAY STREET WEST YARMOUTH, MA 02673 60 BROADWAY STREET WEST YARMOUTH, MASSACHUSETTS SHEET NO.: 1 OF 1 DATE: JULY 17, 2023 DRAWN BY: WNH CHECKED BY: MD PREPARED BY: CAPE & ISLANDS E N G I N E E R I N G SUMMERFIELD PARK 508.477.7272 PHONE 800 FALMOUTH ROAD SUITE 301C MASHPEE, MA 02649 508.477.9072 FAX www.CapeEng.com DRAWING TITLE: SEPTIC UPGRADE SYSTEM 4 (FOR SYSTEM #4 - NO INCREASE IN FLOW) ASSESSORS INFORMATION: MAP 22 PARCEL 380