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Home My WebLink AboutEngineer Plani 10,� Map 122 Mop 122 43 . Parcel 24.1 Parcel 33 / 35 Existing \ 0, Notes Garage/Barn 1.) Assessor's Map 122 Parcel 34 2.) Book 29134 Pg. 223 \ / Proposed �' 36 / Proposed 35 3.) Plan Book 181 Page 23 \\ 2" PVC / Garage/Barr�/ — 4.) This property is not in a L `38 6 <\ Stab EL = 37.0/ /\ Groundwater Protection District �510 TP Dg Fj \ / 5.) This property is not in the Flood Zone x x x N 32 \ #1 �� \ ��,\ // 36 \ \ x x x AS \ / �� 8�Q9 sj. �.O,jJ 40 -� x x x x x x x x x x r X \ x x x tk <� % �G Q o o r LOCUS o 06A 0.. Route v -0 C _CD (n J 3 o ZI I Yarmouth Port, MA SITE LOCUS / N.T.S. RECEIVED APR 10 2023 HEALTH DEPT. x x x x / See x x See , Proposed Note d? x x x s, Excavation OF,ygsS ST \ #19 rD�ed x x �Notes �� D Septic Plan x ,` � \ � h•L° - located at R. 138 , ' G,�.\ vent �h 21 142 Route 6A 36 Ma 122 �G/STERN i ,. �, /�\ House #142 p \ �' Parcel 35 �r Yarmouth Port, MA �° � \ �- Bedroom � / �,.' / / 38 ,3 ��`�O / \ \ TOF EL 42.0 Prepared for: r' \\ , 0, �°� // N 74°48'1,0 1�\ Parcel A ��\°`� �� 23.04 i \ Owners: Vincent Zuccala 12,310± SF / \\ , / / / �� / / \ , / \ Vincent J. Zuccala / / \ �, Toryn R, Zuccalo Prepared by: / / oo 1130 Union Street All Cape Septic,,clnd Survey Manchester, NH 618 Route* 28 4 / /,, i , vDeed Reference: / West Yarmouth, MA 02673 � C / ° / \ �/ / / / 508 771— 4200 / c. °� / / Deed Book 29134 �O Page 223 ticopeseptic@gmoil.com t` �� 9, `��/ / / House #146 �b� to \ \ \ �s� / / / j / Yarmouth Health Departmen>tDa e: 8/22/22 Scale: 1" = 20' ��' \� /2/ a�P��NOFA�gs APPROVED evised Date: 4/05/23 � C'� CA L- )� ci, y / / < \ z STEPHEN y S. e Date RAPHIC SCALE NOTE: 2 LOCATION OF UTILITIES IS APPROXIMATE AND ALL P 20 0 10 20 40 UNDERGROUND AND OVERHEAD UTILITIES MUST BE �nasS DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, /6 Z ( IN FEET ) REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES i inch = 20 ft. AND THE LOCAL WATER DEPARTMENT. Dwg. No. AC-483 80 1 CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3,) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4,) COVERS OVER THE INLET AND OUTLET TEES OF THE .SEPTIC TANK, THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE, LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED 39:0± VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM NTH A CAP, TIED WITH MAGNETIC Existin MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE, 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS THAN 1% OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7,) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10,) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 11) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER, 14,) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER, THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS, 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY; FILLED WITH CLEAN SAND AND ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. (INCLUDING EXISTING SEPTIC TANK) EXCAVATION NOTES 1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C2 (SEE DEEP OBSERVATION HOLE LOG) WHERE POSSIBLE FOR A LATERAL DISTANCE OF 5' IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA. 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL INTO THE RETAINING STRUCTURE. 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. EL=42.0± 41,0± / /. "i RAISE MIN. 20" DI TO WITHIN 6" OF EL `40.0± EXISTING 1,000 GALLON t 40'± ——'t SEPTIC TANK Test Hole 1 (EL=37,5±) TEST HOLE LOG Depth Elev. Loyer Soil Class Soil Color Other 0"-10" 36.7 A Loamy Sand 10YR3/2 10"-48" 315 B Loamy Sand 10YR5/4 48"-9$" 29.3 C1 Silty Loom 10YR4/4 98"-154" 24.7 C2 Medium Sand IOYR6/4 DATE OF TESTING: 08/11/22 SOIL EVALUATOR: MARK POLSELLI WITNESS: JAY GARDINER YARMOUTH HEALTH AGENT PERCOLATION RATE HOLE #1: LESS THAN < 2 MIN/INCH SEE SEIVE TEST NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED AISE MIN. 20" DIAMETER COVER TO WITHIN 6" OF FINISH GRADE FLOW PROFILE NOT TO SCALE EL=37.0± EL= 36.0± o. M ;p GEOTEXTILE FABRIC IFilter Fabric Inspection Port 33.5 22' x 28' Leach Field WITH FOUR 4" SCH 40 PERF. PVC PIPE SET AT 0.005 SLOPE ON 6" DOUBLE WASHED 3/4"-1 1/2" STONE BOTTOM TEST HC SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW REQUIRED: 4 BEDROOM DWELLING 110 GPD / BEDROOM = 440 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: 22' X 28' LEACHFIELD WITH FOUR SCH. 40 PERF. PVC PIPE CAPACITY 22' X 28' = 616 SO FT 480 SF X 0.74 GPD/SF = 455 GPD 455 GPD PROVIDED > 440 GPD REQUIRED SEPTIC TANK CAPACITY PROVIDED: EXISTING 1000 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW DA 34.0 .1' . Proposed Septic Plan Located at 142 Route 6A Yarmouth Port, MA Prepared for: Vincent Zuccala Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcapeseptic@gmail.com Date: 08/22/22 Revised Dote: 04/05/23 Vent Port EL 24.7 Sheet 2 of 2 Project No. AC-483