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Home My WebLink AboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION—UTILITY LOCATIONS SHOWN INCOMPLETE. Coco NOTES Costa.dwg _ 1. LOCUS IS AM91PARCEL 213. Folder Folder a MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED. .. , 2. ELEVATIONS SHOWN ARE ASSIGNED. ,'a� 1. VARY COVER OVER LEACHING TO BE FROM 3' TO 4'. 15.405(1)b & 15.221(7). 3. LOCUS IS IN FLOOD ZONE X(OLD C) ON FIRM 591J 07/16/2014. to 4 ALL PIPES TO BE 4" CCH 40 AND PITC " Y O 0 M < � ®7,60 BENCH MARK --TOP SPIKE SET DOWN 1"=28.31 ASSIGNED (11'=11' OFF CENTER MAN HOLE, 11'-10' OFF CENTER CATCH BASIN) U V E- VILVV ® X7,52 IVV 28.05 i 28,30 /28,64 x 29,4 i `.� N 87'43'38" W 29.1 A , // �\ 28.31 \\ 100.00' X29.13 29.8 �P p. \e )29 12 \yv�--�\\ CD O 1/5 DRAIN x 29.1 N JEASEMENT x 29,s 28.84 30.1 --- CD 29.8 8,9 � __/ - I x 5 � / 4 1 29,5 BENCH MARK -TOP, BACK, CENTER / 29'8 x 29.8 SEPTIC TANK=27.98 ASSIGNED 24-6 o \ ' .2 29.76 4-� 29.6 64' ------ o r-- ------------ -_ 3 S/pb 0.4 - - - o , WED AT 1/4 PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON .TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. DRIVE12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. - - - 29,64 P ENCH MARK -TOP, BACK, CENTER TEST HOLE DATE: Aug. 27, 2014 PERFORMED BY. Ron Cadillac, Soil Evaluator SEPTIC TANK=27.98 ASSIGNED WITNESSED BY• A V H RS CHO . 29.9 \3of_29,9 10' 31.08± Top Foundation my on one, , PERC RATE: <3'-22"/inch (B layer) SOIL SURVEY(1993): Carver coarse sand Invert 27.89.± GEOLOGIC MAP(1986) Harwich outwash plain deposits Existing TEST HOLE' 1 DEPTH (inches) ELEV.(feet) 0 29.6 Fill A/E layer 10yr 4/2 loamy sand B layer 1Oyr 5/8 loamy sand C layer 2.5y 6/6 med. fine sand 14' 19' JL 36' Invert 26.62 16 ADS ARC36HC HD CHAMBERS Exist ng 25.83 Use Gas Baffle Top Units.=26.26 9" min. cove Propo- F Existing l S=1 /8"/ft --I•-I Existing 1000 Gal. NOTE: REDUCE GRADE OVER i Septic Tank t TRENCH, AS SHOWN, OR PROVIDE SCREENED VENT. Invert 26.00 Invert 25.83 x 30,5 .7 6" Stone or compact Proposed Proposed 2Z I SE RVE REA 1` x.-9.3 I t t N I 0 / 29,05 29.9\ ^` 1 �'L-------- 03 30 0,0 9. E 0,0 ��S�A �V�C 3 29.8 r TT, __-1/,�----W -W bQS@/fie S� /1/O 33 + 10, ' / 7 LOT 19 :. 11 x 29. 20,9-E-UNT rH//� 2 5 R x 9.. 90 S. F. 1 . 7 004 �SSQ � x 29,2 r----________-•__ �_/ -� 9,7 009 RESERVE - 6 4�- L _ �.0 I A2f 2 �� _ 160.00' S '832715' E A 0 \(,S TER c 0 \/E RD LU 0 58' --- i 1- i - p' :O� < 2 rn �o w N Z X 4 p� W c0 .4 jn M d' x 29.8 SCREENED VENT OPTION N /F \ FITZ-MAUNIE \�f 10' 28.7 kiss: x 28.8 :.thea x 28.8 6.5' .3" Max. Inspection Port _ 10 3/4"" 24.93 Bottom 134" no water DESIGN DATA LEACH AREA BEDROOMS: 4 USE 16 ADS-ARC36HC CHAMBERS IN TWO GARBAGE_ GRINDER:_- __ No -_- _-__40' LONG 13Y 34.5"' WIDE BY 10. _3/47__ _ REQUIRED CAPACITY: 440 GPD TRENCHES, AS SHOWN. USE FILTER CLOTH. EXISTING SEPTIC TANK: 1000 GAL. EFFECTIVE TRENCH LEACHING AREA: 623.2 SF RESERVE AREAS 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT USE TWO DRY WELLS SET 8' APART WITH APPROX. 16 UNITS X 38.95 SF/UNIT=623.2SF(EFFECTIVE) 4' OF STONE ALL AROUND TO MAKE A 13' X 33' DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] X 2 DEEP LEACH AREA=453 GPD. RESERVE AREA ONE IS GRAVITY FEED, BUT MOVES THE GAS LINE. AREA TWO MIGHT NEED A PUMP. x 29.3 NOTE: THIS IS A SITE PLAN SURVEY NOT A PROPERTY REMOVE LEACH UNITS WHICH LINE SURVEY BY THIS OFFICE.: 4" TO 6" CONFLICTS WERE INTERFERE WITH NEW FOUNDATION FOUND BETWEEN NEARBY BOUNDS AND PLAN. PeraIii`'validi`for REPAIR OF SF:PTIC.:SVSTEM Oo;' LV' , due to'. State and Local sepaic variances: ,poard of llealth review and approval'is requirett for any future ,adilitionslrenov itiorrs/alterations to se wagefacilihes:and/or structuyvs/ilwelling. Ynn^oath aleaftlt D,,epart"ient P;Pf1r11: SITE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS RE. VYYW',VJJy' HEALTH AGENT APPROVAL 28.0 18.4 R E -C SEP 4, 2019 YZALTH pEF'T K!4-AK7 �FONaP. & ROBIN M. COSTA LOT 199 3 COVE VIEW DRIVE, S. YARMOUTH, MA SEPTEMBER 239 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. .PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 C 2014 13Y R.J. CADILLAC LEGEND l TH 1 TEST HOLE LOCATION, NUMBER W APPROX. WATER LINES FROM AS -BUILT -UE APPROX. UNDERGROUND WIRES G GAS LINE MARKINGS x 9.5 x 29,3 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,-6-` EXISTING CONTOUR -- PROPOSED CONTOUR 0 U1ILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 8/20/19 --OWNER, ADDITION, LEACHING LU 0 58' --- i 1- i - p' :O� < 2 rn �o w N Z X 4 p� W c0 .4 jn M d' x 29.8 SCREENED VENT OPTION N /F \ FITZ-MAUNIE \�f 10' 28.7 kiss: x 28.8 :.thea x 28.8 6.5' .3" Max. Inspection Port _ 10 3/4"" 24.93 Bottom 134" no water DESIGN DATA LEACH AREA BEDROOMS: 4 USE 16 ADS-ARC36HC CHAMBERS IN TWO GARBAGE_ GRINDER:_- __ No -_- _-__40' LONG 13Y 34.5"' WIDE BY 10. _3/47__ _ REQUIRED CAPACITY: 440 GPD TRENCHES, AS SHOWN. USE FILTER CLOTH. EXISTING SEPTIC TANK: 1000 GAL. EFFECTIVE TRENCH LEACHING AREA: 623.2 SF RESERVE AREAS 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT USE TWO DRY WELLS SET 8' APART WITH APPROX. 16 UNITS X 38.95 SF/UNIT=623.2SF(EFFECTIVE) 4' OF STONE ALL AROUND TO MAKE A 13' X 33' DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] X 2 DEEP LEACH AREA=453 GPD. RESERVE AREA ONE IS GRAVITY FEED, BUT MOVES THE GAS LINE. AREA TWO MIGHT NEED A PUMP. x 29.3 NOTE: THIS IS A SITE PLAN SURVEY NOT A PROPERTY REMOVE LEACH UNITS WHICH LINE SURVEY BY THIS OFFICE.: 4" TO 6" CONFLICTS WERE INTERFERE WITH NEW FOUNDATION FOUND BETWEEN NEARBY BOUNDS AND PLAN. PeraIii`'validi`for REPAIR OF SF:PTIC.:SVSTEM Oo;' LV' , due to'. State and Local sepaic variances: ,poard of llealth review and approval'is requirett for any future ,adilitionslrenov itiorrs/alterations to se wagefacilihes:and/or structuyvs/ilwelling. Ynn^oath aleaftlt D,,epart"ient P;Pf1r11: SITE PLAN FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS RE. VYYW',VJJy' HEALTH AGENT APPROVAL 28.0 18.4 R E -C SEP 4, 2019 YZALTH pEF'T K!4-AK7 �FONaP. & ROBIN M. COSTA LOT 199 3 COVE VIEW DRIVE, S. YARMOUTH, MA SEPTEMBER 239 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. .PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE (508) 775-9700 PAGE 1 OF 1 C 2014 13Y R.J. CADILLAC