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Home My WebLink AboutBLD-90-232SOIL, LOGS: ZONING 'REQUIREM TENT O- .: ZONE : N A aF 0QDAr3tE NouslWv 0 30'• SL f4 i LOT 3'0 J TEST PIT I �� o AREA FRONT 2 5 ' SIDE !2. REAR 20' NOTES= 1. BENCH MARK IJAIL ,N CC. )LAp of OAVt TJZMa C -TA '4#S9 47 .--` A11•CNL Atvt'� T1C?/C _, Et_`�/ 7Z!55 Cry C.y 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL g CONFORM TO MASS. DEQE: TITLE V AND THE TOV." { OF `iARMoTH BOARD OF HEALTH. _3. OWNER: APPLICANT: BARNSTABLE HOLDING CO. INC. SAME l00 W MAIN STREET HYANNIS, MA 4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES. I ND vROJNZwATLR• !• U* DIA. %—CA -i a,Z 5. NO FIELD MODIFICATIONS TO -THE SEWAGE DISPOSAL � �kd 2' 570N,- PERC RATE: 1-z I-IN1114CVA SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN C%n RES M .1. 2p' FRor� 1�ov� W ' ` 8 APPROVAL OF THE ENGINEER AND TOWN 'BOARD OF LOT 28 . / INVERT PRIMARY: 755 HEALTH. BOTTOM PRIMARY; '73.5 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER a' 7*8 �' OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO INVERT RESERVE : 2q•s 84 SCPT�C. Ati►K p p (Zo n,N) / PROVIDE A WATERTIGHT SEAL. BOTTOM RESERVE _ X3.5 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED ' WITH NEOPRENE GASKETS OR ASPHALT CEMENT, , h T3Vl. c,0 M"�j TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC, 1 8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY - szxz�x5 LOT 27 DATE LOT 29 4 13+140 THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM. t / \ IxW�riC_ Y D. M N C� NZ►A0VTH 'JOA�ZiD G:' HEALTH PRoPoS� o 9. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR VERIFYING z / DESIGN CALCULATIONS THE ACTUAL LOCATION .OF ANY EXISTING UTILITIES i 2 - bEDROo►� ,8 to`- 24 1 SHOWN ON THIS PLAN. !-iOVSE , 10. PROPERTY LINE INFORMATION TAKEN FROM: o. �' : 83RD '� ti9 / PERC RATE_ 47 ri, t*i 1Wc k '��.� 3o0K_ 44Z PAIGE 408 -' 32 NO. OF BEDROOMS 2 t2 110 AT t, e2� o Amo GAL-/BR./DAY DESIGN FLOW REQUIRED 44C 4Y P°ss,ekf ZJprtoar vaM2A ao 30 / SEPTIC TANK SIZE LEACHING PROVIDED- r -t �,A� w/ z NOTE: 82 io SIDE: 12522-J( �')00')- 471,Z v,kL.j0AY FLAHERTY ASSOCIATES W / BOTTOM: o n io l�) 78 5 . �,ay n AY ALLOS�EED LAWN AREA I5 1000 S.F. • MAXIMUM AS PER NITRATE LOADING - ► • � i -- END: 170 COURT STREET RESTRICTIONS RECORDED IN �o - w°w� �-- _ _ TOTAL GAL./ DAY PLYMOUTH, MA 02360 BARNSTABLE REGISTRY OF DEEDS 6824 PAGE 1I9 . ti 2�t S.F. 508-747-2425 , LAND SURVEYOR IS TO CERTIFY �. ;LAWN AREA SQUARE FOOTAGE FOR � DUTCHLVD DRIVE SEWAGE DISPOSAL SYSTEM CO24PLIANCE. �a, BREAKOUT CALCULATION - DECK IS TO REMAIN OPEN MAX.L,EACHING EL: 80-0 PRIMARY I N RESERVE .YARMOUTH SLOPE AT EL: Z' 25' PRIMARY : OFILE� PR z' 2s' RESERVE PREPARED FOR ._ BREAKOUT SETBACK: 12 PRIMARY c 150 X SLOPE) rz' RESERVE BARNSTABLE HOLD/NG CO., /Alcl oP of FaMATION- 83:o MAINTAIN 2% SUPE EL. AT BREAKOUT SETBACK .o PRIMARY -e �- _ - . OVER LEACHING AT RESERVE r ; 27 DUTCHLAND DR/VE LOT `28 2140 2" LAYER OF 1/8 r 1/2 _ _ 3 WASHED STONE LOCUS N: DATE' V3ojgo REVISED: - :y✓ER �i'V'.r Jl fZ — .iA� — t , a - ` _. ... D + �, . ,. min. ar spore ��' o 80X 11 a 12�� MIN.t "*O GiZ14 J . SCALE 1' 2000' 1 r, .f i, s i SCALE: +"_zc►' e : __4 SCtt ;.�p�'. o 1 � - i tJ' •' ..�°j•?�� 4� . JOB N0: 023 14 , ' ;:TEE i 1" 79.8"s�Ma 6' OlAMEiER 314=11/2" '' !, nae'' phi. A, ;' > / #4+ CONNECT. r. OUfS10E 4� min. 9 �� PIT 6' EFFECTIVE C r ' VASHED US y .�, % i+quid - .+ ,( i TANK STONE t. �0 level IaEfi�i ; e `" , ,� �' ,� ., `' t h r. _ = 11000 -GALLON SEPTIC TANK � ! #. ,� - + . JOWN C l 1�1 HA� ry� # S n � Owes • i...�rli� ,1 =�,�� .. . _� 2': i �, �..._......_. `>p��/'��, ,_I ;`C/1 ReQ' sowN rrocise Lv . r • ,. ..._ _ ASSESSORS PLAT 8,( LOTS C�2-2� 'yYl a'-.Q�.�� '` E; I��-20 �6 SOIL, LOGS: ZONING 'REQUIREM TENT O- .: ZONE : N A aF 0QDAr3tE NouslWv 0 30'• SL f4 i LOT 3'0 J TEST PIT I �� o AREA FRONT 2 5 ' SIDE !2. REAR 20' NOTES= 1. BENCH MARK IJAIL ,N CC. )LAp of OAVt TJZMa C -TA '4#S9 47 .--` A11•CNL Atvt'� T1C?/C _, Et_`�/ 7Z!55 Cry C.y 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL g CONFORM TO MASS. DEQE: TITLE V AND THE TOV." { OF `iARMoTH BOARD OF HEALTH. _3. OWNER: APPLICANT: BARNSTABLE HOLDING CO. INC. SAME l00 W MAIN STREET HYANNIS, MA 4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES. I ND vROJNZwATLR• !• U* DIA. %—CA -i a,Z 5. NO FIELD MODIFICATIONS TO -THE SEWAGE DISPOSAL � �kd 2' 570N,- PERC RATE: 1-z I-IN1114CVA SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN C%n RES M .1. 2p' FRor� 1�ov� W ' ` 8 APPROVAL OF THE ENGINEER AND TOWN 'BOARD OF LOT 28 . / INVERT PRIMARY: 755 HEALTH. BOTTOM PRIMARY; '73.5 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER a' 7*8 �' OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO INVERT RESERVE : 2q•s 84 SCPT�C. Ati►K p p (Zo n,N) / PROVIDE A WATERTIGHT SEAL. BOTTOM RESERVE _ X3.5 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED ' WITH NEOPRENE GASKETS OR ASPHALT CEMENT, , h T3Vl. c,0 M"�j TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC, 1 8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY - szxz�x5 LOT 27 DATE LOT 29 4 13+140 THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM. t / \ IxW�riC_ Y D. M N C� NZ►A0VTH 'JOA�ZiD G:' HEALTH PRoPoS� o 9. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR VERIFYING z / DESIGN CALCULATIONS THE ACTUAL LOCATION .OF ANY EXISTING UTILITIES i 2 - bEDROo►� ,8 to`- 24 1 SHOWN ON THIS PLAN. !-iOVSE , 10. PROPERTY LINE INFORMATION TAKEN FROM: o. �' : 83RD '� ti9 / PERC RATE_ 47 ri, t*i 1Wc k '��.� 3o0K_ 44Z PAIGE 408 -' 32 NO. OF BEDROOMS 2 t2 110 AT t, e2� o Amo GAL-/BR./DAY DESIGN FLOW REQUIRED 44C 4Y P°ss,ekf ZJprtoar vaM2A ao 30 / SEPTIC TANK SIZE LEACHING PROVIDED- r -t �,A� w/ z NOTE: 82 io SIDE: 12522-J( �')00')- 471,Z v,kL.j0AY FLAHERTY ASSOCIATES W / BOTTOM: o n io l�) 78 5 . �,ay n AY ALLOS�EED LAWN AREA I5 1000 S.F. • MAXIMUM AS PER NITRATE LOADING - ► • � i -- END: 170 COURT STREET RESTRICTIONS RECORDED IN �o - w°w� �-- _ _ TOTAL GAL./ DAY PLYMOUTH, MA 02360 BARNSTABLE REGISTRY OF DEEDS 6824 PAGE 1I9 . ti 2�t S.F. 508-747-2425 , LAND SURVEYOR IS TO CERTIFY �. ;LAWN AREA SQUARE FOOTAGE FOR � DUTCHLVD DRIVE SEWAGE DISPOSAL SYSTEM CO24PLIANCE. �a, BREAKOUT CALCULATION - DECK IS TO REMAIN OPEN MAX.L,EACHING EL: 80-0 PRIMARY I N RESERVE .YARMOUTH SLOPE AT EL: Z' 25' PRIMARY : OFILE� PR z' 2s' RESERVE PREPARED FOR ._ BREAKOUT SETBACK: 12 PRIMARY c 150 X SLOPE) rz' RESERVE BARNSTABLE HOLD/NG CO., /Alcl oP of FaMATION- 83:o MAINTAIN 2% SUPE EL. AT BREAKOUT SETBACK .o PRIMARY -e �- _ - . OVER LEACHING AT RESERVE r ; 27 DUTCHLAND DR/VE LOT `28 2140 2" LAYER OF 1/8 r 1/2 _ _ 3 WASHED STONE LOCUS N: DATE' V3ojgo REVISED: - :y✓ER �i'V'.r Jl fZ — .iA� — t , a - ` _. ... D + �, . ,. min. ar spore ��' o 80X 11 a 12�� MIN.t "*O GiZ14 J . SCALE 1' 2000' 1 r, .f i, s i SCALE: +"_zc►' e : __4 SCtt ;.�p�'. o 1 � - i tJ' •' ..�°j•?�� 4� . JOB N0: 023 14 , ' ;:TEE i 1" 79.8"s�Ma 6' OlAMEiER 314=11/2" '' !, nae'' phi. A, ;' > / #4+ CONNECT. r. OUfS10E 4� min. 9 �� PIT 6' EFFECTIVE C r ' VASHED US y .�, % i+quid - .+ ,( i TANK STONE t. �0 level IaEfi�i ; e `" , ,� �' ,� ., `' t h r. _ = 11000 -GALLON SEPTIC TANK � ! #. ,� - + . JOWN C l 1�1 HA� ry� # S n � Owes • i...�rli� ,1 =�,�� .. . _� 2': i �, �..._......_. `>p��/'��, ,_I ;`C/1 ReQ' sowN rrocise Lv . r • ,. ..._ _ ASSESSORS PLAT 8,( LOTS C�2-2� 'yYl a'-.Q�.�� '`