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Home My WebLink AboutEngineered Plan - Rev. 2000TOP OF FOUNDATION ELEV. = 57.117 CONCRETE ---- w COVERS --- 6" MAX, 4" CAST IRON PIPE r (OR EQUAL) MINIMUM PITCH 1/4" PER FT._ - a ""---.------- FLOW LINE r� _ 53.017', _. 10" ` ELEV. _ . ------ �1v1, N • ELEV. = 52.817 ZABEL F!l_TER (OPTIONAL. � , GAS BAFFLE I 1500 GALLON SEPTIC TANK MYR T? E LANE E �' 4 SCHEDULE 40 PVC PIPE CLEAN f� BACKFIL ,4IN, P ITCH 1/8" PER FT. ��1 MIN. 9"/MAX 3 I r- 2" PEASTONE-I o �- LOCUS 1 � FINISH GRADE = , t. 3_00` I d _ BRUSH HILL ROAD �G1i� )Y % - 3/4 TO 1-1/2" ' CLEAN JASMINE STREET ELEV.- / DOUBLE WASHED STONE 1 -_ - 52.257' ---�- 2 ---_ BREAKOUT ELEV. L-, o o � 0 C A T I z -_ ELEV. = 52.567 2,0„ E7 = _� .� _. , I ON . MAP LEVEL ELEV. = 52,4271 _ Ll------ ELEV. - _51.600 - ELEV. - J' SOIL TEST DISTRIL�UTION ° - -' ---' � _ . ____ --• �� ^� SOIL EVALUATOR _BERNARD J. YOUNG_---_� DATE OF SOIL TEST 11_/02/99 BOX X 3' 3' WITNESSED BY �-—KEL.DA v,ELCH ___.__ - TC BE WATER TESTED i 24 - i _-- OBSERVATION HOLE .1 - ELEV.=_ -�5•To _- DEPTH HORIZ TEXT COLOR ' MOTTLING 6 STONE ON NATIVE GROUND OR MECHANICALLY COMPACTED BASE — BOTTOM OF TEST HOLE 0 DISCS �t� . °�� b , � t ` - �. _ - SEVv'AGE DISPOSAL SYSTEM PR`01-iLE '�^ 0r'-: L<711 AT6� GzduN1> WAT�,e �-5 eRvjeox, ac.': ` - NOT TO SCALE -8e-Lo�/ ��1�A�' ,&c Y, --), , 10 �=�' Co/V7'/fCT. DESIGN CALCULATION'S) NUMBER OF BEDROOMS --3 -- GARBAGE DISPOSAL UNIT. _ No__ TOTAL ESTIMATED FLOW (-11o_GAf_./BR./�'AY X,:�_3_ BR.) -3301 GAL ./DAY REQUIRED Std TIC TANK CAPACITY _SSD __ GA.L. ACTUAL SIZt-- OF SEPTIC TANK _160c -- GAL, LEACHING AREA REQUIRE-NiENTS: SOIL CLASS I 60 rO VER •I Fy PelO �o - 60.0 NO WATER AT -.-_1-20L'_ EL.=_45.10^ PERCOLATION RATE _-- c�^_.....M1N./INCH. NOTES: 1. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO 310 CMR 15.00 .�.>_� _TITLE 5 4N�- LHf_?SZ4'(N_Or_ Y_Ar'.i�OUTH-- RU!S__.A^1D_ FERC RATE <_2 M!N/INGI!- _ - _-- _. �.�� i - f - -- - --- Li LTAR = 0.74 GPD/SF - 330 GPD/0.74 GPD/SF SF - 246 SF I_E.ACHING CAPACITY: 3 FLOW DIFFUSERS SIDES 40' X 2 X 2' - _160 -_ SF BOTTOM 30' X 10,' 300-- SF TOTAL CA,PACIl' 4F7 SF APPR0Vr_ D: B0AlRD 0F HEAL I I -i DATE i AGENT LE_GPEND: EXISTING SPOT ELEVATION ('x:00 EXISTING CONTOUR--,--00--------- I-tN A'•_ SPOT ELEVATION Ot 0 FINAL CONTOUR---- SOIL. ON TOUR ---SOIL. TEST LOCA BION ED UTILITY POLE -c- 7CWT S WATER I CATCH BASIN ��' �cJ'REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE: 2. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 54.1`��; WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN EX;5TIHNG PREFAB, K, - �.,-1 t ��--;•,. I 10 FT. OF DRIVES OR PARKING AREAS, IN WHICH CASE H-20 LOADING y`` 1 BULKHEAD 1 �� TEST r ' c' SHALL_ BE USED. 'SQ' \� E r• -- �4•� PIT#? Lfr , � ( 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL B�N rir�1 F.K 7' BE MORTARED IN F?.LACE. W3 J � 0.(J�, p -BO . ELEV = 57.1 rte' � t C� �I+ 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH r',5 , ...� DEED RESTRICTIONS Old ZONING �{- !_INE -ELEVATIONS PRIOR TO INSTALLATION TILiTIES AND SE',hER 6. THE INSTAILERJS TO VERIFY THE LOCATION OF U 3 For✓ DIFFUSERS "" , � � _ _ 7. SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE kMOVED 30n .E �� ` rf AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL i SPECIFICATIONS IN THE S.A.S. AREA. k" �lo �W! Q ' I 8: EXCAVATION FOR AREA WHERE FILL IS REQUIRED 'SHAT -L EXTEND ` l ,�,r�-�- - MD 5' LATERALLY BEYOND S.A.S. 1 z.S' ---"� O e� f`�� ' t _ . , TOP OF FOUNDATION REPS( L ExiST1.r2G �- X 9. VERTICAL DATUM CESSPOOL. o �,�� ,� _ _ ----� - 52.2 10,ALL PRE CAST UNITS ARE TO BE PLACED ON 6" MN. CRUSHED STONE MECHANICALLY COMPACTED 160o GAL � r X37 ___---- � �-'�r ; 11;GROUND COVER OVER SYSTEM COMPONENTS SHALL NOTE EXCEED 3' SEPTIC TAMP. DEN L_`— �� i � 12,ALL EXISTING CESSPOOLS ANS SEPTIC TANK SHALL BE REMOVED ACCORDING TO LOCAL REGULATIONS 52.2 �� / 13.CONTRACTOR TO GIVE OWNER OPTION- OF INTALLING ZABEL A1800 50.9 (OR EQUIVALENT) EFFLUENT FILTER 51.7 rC; 14.ENGINEER TO VERIFY LOCATION OF C LAYER IN SOIL BELOW PROPOSED -- �� SYSTEM, AND DETERMINE IF- OVERDIG IS NECESSARY. o'er 521 20 , %cCJ✓ 15,THIS PROPERTY IS LOCATED IN THE ZONE II 'v' ..LLHE AD PROTECTION AREA, LEACH FHEALTH-iDEPTO 1 20011 PROPOSED SITE PLAN OF LAND ►N YAV-'t'17W,, MA. T 1.�1► J 25 ZEPHYR DRIVE YARKAIOUTH MA. ASSESSORS MAP 84 PAR-27 5 PREPA,RED FOR SCALE GATE '12 - 09-99 TOM &KAREN LONG REV. 1" = z0' r y �•'6 . F' h {,+rpt . PAUL E. SWEETSER,PROFESSIONAL LANSURVEYOR 900 ROUTE 134 15 -SOUTH DENN; 02) G0?(508)385-6530 � S,MA I _ - Fli_E: N0. 1733--00 /i i� %� % "SHEET OF 1 3tj--..f /f j 1 J` � 1 0 - 11" FILL - i - 11 - 24" Bw LOAMY SAN. 1OYR 4/4 - 24 - 120" c (',MEDIUM � 10YR 5/9 - SAND _ NO WATER AT -.-_1-20L'_ EL.=_45.10^ PERCOLATION RATE _-- c�^_.....M1N./INCH. NOTES: 1. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO 310 CMR 15.00 .�.>_� _TITLE 5 4N�- LHf_?SZ4'(N_Or_ Y_Ar'.i�OUTH-- RU!S__.A^1D_ FERC RATE <_2 M!N/INGI!- _ - _-- _. �.�� i - f - -- - --- Li LTAR = 0.74 GPD/SF - 330 GPD/0.74 GPD/SF SF - 246 SF I_E.ACHING CAPACITY: 3 FLOW DIFFUSERS SIDES 40' X 2 X 2' - _160 -_ SF BOTTOM 30' X 10,' 300-- SF TOTAL CA,PACIl' 4F7 SF APPR0Vr_ D: B0AlRD 0F HEAL I I -i DATE i AGENT LE_GPEND: EXISTING SPOT ELEVATION ('x:00 EXISTING CONTOUR--,--00--------- I-tN A'•_ SPOT ELEVATION Ot 0 FINAL CONTOUR---- SOIL. ON TOUR ---SOIL. TEST LOCA BION ED UTILITY POLE -c- 7CWT S WATER I CATCH BASIN ��' �cJ'REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE: 2. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 54.1`��; WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN EX;5TIHNG PREFAB, K, - �.,-1 t ��--;•,. I 10 FT. OF DRIVES OR PARKING AREAS, IN WHICH CASE H-20 LOADING y`` 1 BULKHEAD 1 �� TEST r ' c' SHALL_ BE USED. 'SQ' \� E r• -- �4•� PIT#? Lfr , � ( 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL B�N rir�1 F.K 7' BE MORTARED IN F?.LACE. W3 J � 0.(J�, p -BO . ELEV = 57.1 rte' � t C� �I+ 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH r',5 , ...� DEED RESTRICTIONS Old ZONING �{- !_INE -ELEVATIONS PRIOR TO INSTALLATION TILiTIES AND SE',hER 6. THE INSTAILERJS TO VERIFY THE LOCATION OF U 3 For✓ DIFFUSERS "" , � � _ _ 7. SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE kMOVED 30n .E �� ` rf AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL i SPECIFICATIONS IN THE S.A.S. AREA. k" �lo �W! Q ' I 8: EXCAVATION FOR AREA WHERE FILL IS REQUIRED 'SHAT -L EXTEND ` l ,�,r�-�- - MD 5' LATERALLY BEYOND S.A.S. 1 z.S' ---"� O e� f`�� ' t _ . , TOP OF FOUNDATION REPS( L ExiST1.r2G �- X 9. VERTICAL DATUM CESSPOOL. o �,�� ,� _ _ ----� - 52.2 10,ALL PRE CAST UNITS ARE TO BE PLACED ON 6" MN. CRUSHED STONE MECHANICALLY COMPACTED 160o GAL � r X37 ___---- � �-'�r ; 11;GROUND COVER OVER SYSTEM COMPONENTS SHALL NOTE EXCEED 3' SEPTIC TAMP. DEN L_`— �� i � 12,ALL EXISTING CESSPOOLS ANS SEPTIC TANK SHALL BE REMOVED ACCORDING TO LOCAL REGULATIONS 52.2 �� / 13.CONTRACTOR TO GIVE OWNER OPTION- OF INTALLING ZABEL A1800 50.9 (OR EQUIVALENT) EFFLUENT FILTER 51.7 rC; 14.ENGINEER TO VERIFY LOCATION OF C LAYER IN SOIL BELOW PROPOSED -- �� SYSTEM, AND DETERMINE IF- OVERDIG IS NECESSARY. o'er 521 20 , %cCJ✓ 15,THIS PROPERTY IS LOCATED IN THE ZONE II 'v' ..LLHE AD PROTECTION AREA, LEACH FHEALTH-iDEPTO 1 20011 PROPOSED SITE PLAN OF LAND ►N YAV-'t'17W,, MA. T 1.�1► J 25 ZEPHYR DRIVE YARKAIOUTH MA. ASSESSORS MAP 84 PAR-27 5 PREPA,RED FOR SCALE GATE '12 - 09-99 TOM &KAREN LONG REV. 1" = z0' r y �•'6 . F' h {,+rpt . PAUL E. SWEETSER,PROFESSIONAL LANSURVEYOR 900 ROUTE 134 15 -SOUTH DENN; 02) G0?(508)385-6530 � S,MA I _ - Fli_E: N0. 1733--00 /i i� %� % "SHEET OF 1 3tj--..f /f j 1 J`