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Home My WebLink AboutBLD-90-229.� a •4T}As"'a\ lNMIt..."�.i'>ga:.- rAl!#6' :'f... :'lS�b..:.T ..,-,e ... ♦ r .aax► a..r�a v. .,.sew: *.tr+r . +wrr ., 10 r t, r NOTES= i • .� a •4T}As"'a\ lNMIt..."�.i'>ga:.- rAl!#6' :'f... :'lS�b..:.T ..,-,e ... ♦ r .aax► a..r�a v. .,.sew: *.tr+r . +wrr ., 10 r t, r u+ PERC RATE 4 r�, / tilt I N f -M SAND w, SOMz S T p �s«,clrt� �. 23 . U<ijra. - O O � �-ror�uc`'ice. } INVERT PRIMARY= SILO BOTTOM PRIMARY: 181.5 \ 9i •i1 q4 INVERT RESERVE: 88,0 ''2oaos�v ~ -LOT 35 BOTTOM RESERVE c zf,' 8;521± S.F. ` 1 FLAHERTY ASSOCIATES, INC. �-1ovS� K _ TEST PITS OBSERVED BY 92.0 - - ` • DATE 211190 I, / wT�i EO V D. MASO�4 of >Z",Ov-rH F A DESIGN CALCULATIONS • r � �8• � � Off, `� / PERC RATE NO. OF BEDROOMSt Z AT t10 GAL./BR./DAY w� DESIGN FLOW REQUIRED: 220 GaYa^Y liz c,f,% �`A, SEPTIC TANK SIZE: IC= ,k w LEACHING PROVIDED'Z 4Xgsx¢ ALL Y3 gVSTo*iL yRd�,vo ►.z' -r6WQ jAT%r, SIDE: - Z .o 2 NOTE:f1p.G•D.L/DAY _ BOTTOM: LOV ' ►i•) _ 1,7 c.AAL/DAY, LLowED LAWN AREA is laao s.F. RHINEZ END: ('X,-s)z 14+ c,Ayc..Y `!kX MUM AS PER NITRATE LOADING / ROAD "TRICTIONS RECORDED IN , \ TOTAL' 439 Z GAL. / DAY ""aTABLE ` REGISTRY OF DEEDS 2�Co S.F. ` '14 PAGE 119 £YOR IS TO CERTIFY ..t %8 SQUARE FOOTAGE FOR - BREAKOUT CALCULATION MAX.LEACHING ELI 88o5 PRIMARY ,,MAIN 8o5_PRIMARY „MAIN OPEN - 88,5 RESERVE SLOPE AT EL: 2115' PRIMARY _ 2'/,5* RESERVE BREAKOUT SETBACK: Zo PRIMARY _... i (150 X SLOPE) 20' RESERVE EL. AT. BREAKOUT SETBACK SS -5 PRIMARY RESERVE -� .', _DCUSPLAN =. r•►t7 = 41 xo 9 oxo `� QO � ` a ° GONC. RISER W /N (2” OF F.G. "r rir : u.y • . c �. ��, _w\ - J : G ' _ 'CALF- V' .. 2000' t-.j✓':o� � — ♦4c . 3•' AIR SPAC I 4.5t.)� SFO PW- � c e covER TO W /N71_1 ., 10 12- OF FINtSr7 Gam,.... 10 `„ K,t !. �.�- • ss a Th,rl eh� w.,. ...... "` 7O 4 UID . v -� ► !L`- 1. wK Q y a toc�o c� SzaP71C_ TAN may,. 0 11�_ Lo ` �; aA'{ Qin, is []�}�,,� - � A✓•a ' owe. 41 Poe- --s Z -V,< s - I Ai c J., 0 emucvq(�, 4-1 .... `.m.Wl�, ` �'1w�'�''"IR ea.wpq.11lR• ...e'gp,y.". .. .. ZONING .. i ZONE AREA: FRONT= z5' SIDE REAR: 20' i NOTES= • 1. BENCH MARK: ?Q A\L. ` „-1 i.. srA 4-#Z= ,Z H i ►at _._. 2. ALL CONSTRUCTION METHODS CONFORM TO MASS. DEQE OF YAt2rlovTN BOARD OF HE,' 3. OWNER: APF BARNSTABLE HOLDING CO. INC., l00 W. MAIN STREET HYANNIS, MA r S 1 l.7 4. WASHED STONE SHALL BE FREE OF ALL D' � .. 5. NO FIELD MODIFICATIONS TO THE SEV SYSTEM SHALL BE MADE WITHOUT -r _ __. NOTE'•- Exuufa-rr, A.�t_1-r0p E 5us o F 5 APPROVAL OF THE ENGINEER- AND TCra 'jCf.� -Liv +2EP►.tiC t Cwt L1�lt 6• GROUT TO BE USED AT ALL POINTS WH( _ OR LEAVE ALL CONCRETE STRUCTURE r CK M +C O PROVIDE A WATERTIGHT SEAL. r 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHAL F-LkV. = e,o _1 A ' LOT 36 i..�,�y+l , �.M �� r'�' j! �� / t� �� \ •�, °� WITH NEOPRENE GASKETS OR ASPHALT G � -t �..�1�xti� +� ) O l 4e,* Fi 8. A CERTIFICATE OF COMPLIANCEMUST BE !t �j P eal C% THE CONTRACTOR PRIOR TO BACKFILLING _ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR-. _ THE ACTUAL LOCATION OF ANY EXISTING -Uh, .. � 8(c ixc.4 A-r�o� �, � , .�'3�,.,�`� z. •xa,�¢' �A�1.�Ys � 10. PROPERTY LINE INFORMATION TAKEN FROM: 1, 1 ! u �•: 2 • STOnit �CRo�nJD ". iv' �+ 1:2 �'�" P L r.n.t r+5 cXS K 44-7 PA6C C>8 11.0 ��•o u+ PERC RATE 4 r�, / tilt I N f -M SAND w, SOMz S T p �s«,clrt� �. 23 . U<ijra. - O O � �-ror�uc`'ice. } INVERT PRIMARY= SILO BOTTOM PRIMARY: 181.5 \ 9i •i1 q4 INVERT RESERVE: 88,0 ''2oaos�v ~ -LOT 35 BOTTOM RESERVE c zf,' 8;521± S.F. ` 1 FLAHERTY ASSOCIATES, INC. �-1ovS� K _ TEST PITS OBSERVED BY 92.0 - - ` • DATE 211190 I, / wT�i EO V D. MASO�4 of >Z",Ov-rH F A DESIGN CALCULATIONS • r � �8• � � Off, `� / PERC RATE NO. OF BEDROOMSt Z AT t10 GAL./BR./DAY w� DESIGN FLOW REQUIRED: 220 GaYa^Y liz c,f,% �`A, SEPTIC TANK SIZE: IC= ,k w LEACHING PROVIDED'Z 4Xgsx¢ ALL Y3 gVSTo*iL yRd�,vo ►.z' -r6WQ jAT%r, SIDE: - Z .o 2 NOTE:f1p.G•D.L/DAY _ BOTTOM: LOV ' ►i•) _ 1,7 c.AAL/DAY, LLowED LAWN AREA is laao s.F. RHINEZ END: ('X,-s)z 14+ c,Ayc..Y `!kX MUM AS PER NITRATE LOADING / ROAD "TRICTIONS RECORDED IN , \ TOTAL' 439 Z GAL. / DAY ""aTABLE ` REGISTRY OF DEEDS 2�Co S.F. ` '14 PAGE 119 £YOR IS TO CERTIFY ..t %8 SQUARE FOOTAGE FOR - BREAKOUT CALCULATION MAX.LEACHING ELI 88o5 PRIMARY ,,MAIN 8o5_PRIMARY „MAIN OPEN - 88,5 RESERVE SLOPE AT EL: 2115' PRIMARY _ 2'/,5* RESERVE BREAKOUT SETBACK: Zo PRIMARY _... i (150 X SLOPE) 20' RESERVE EL. AT. BREAKOUT SETBACK SS -5 PRIMARY RESERVE -� .', _DCUSPLAN =. r•►t7 = 41 xo 9 oxo `� QO � ` a ° GONC. RISER W /N (2” OF F.G. "r rir : u.y • . c �. ��, _w\ - J : G ' _ 'CALF- V' .. 2000' t-.j✓':o� � — ♦4c . 3•' AIR SPAC I 4.5t.)� SFO PW- � c e covER TO W /N71_1 ., 10 12- OF FINtSr7 Gam,.... 10 `„ K,t !. �.�- • ss a Th,rl eh� w.,. ...... "` 7O 4 UID . v -� ► !L`- 1. wK Q y a toc�o c� SzaP71C_ TAN may,. 0 11�_ Lo ` �; aA'{ Qin, is []�}�,,� - � A✓•a ' owe. 41 Poe- --s Z -V,< s - I Ai c J., 0 emucvq(�, 4-1 .... `.m.Wl�, ` �'1w�'�''"IR ea.wpq.11lR• ...e'gp,y.". .. .. ZONING .. i ZONE AREA: FRONT= z5' SIDE REAR: 20' i NOTES= • 1. BENCH MARK: ?Q A\L. ` „-1 i.. srA 4-#Z= ,Z H i ►at _._. 2. ALL CONSTRUCTION METHODS CONFORM TO MASS. DEQE OF YAt2rlovTN BOARD OF HE,' 3. OWNER: APF BARNSTABLE HOLDING CO. INC., l00 W. MAIN STREET HYANNIS, MA 4. WASHED STONE SHALL BE FREE OF ALL D' 5. NO FIELD MODIFICATIONS TO THE SEV SYSTEM SHALL BE MADE WITHOUT -r APPROVAL OF THE ENGINEER- AND TCra HEALTH. 6• GROUT TO BE USED AT ALL POINTS WH( OR LEAVE ALL CONCRETE STRUCTURE PROVIDE A WATERTIGHT SEAL. 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHAL WITH NEOPRENE GASKETS OR ASPHALT G 8. A CERTIFICATE OF COMPLIANCEMUST BE !t THE CONTRACTOR PRIOR TO BACKFILLING _ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR-. _ THE ACTUAL LOCATION OF ANY EXISTING -Uh, SHOWN ON THIS PLAN. 10. PROPERTY LINE INFORMATION TAKEN FROM: : P L r.n.t r+5 cXS K 44-7 PA6C C>8 FLAHERTY ASSOCIATES , 170 COURT STREET qv PLYMOUTH, MA 02360 508-747-.2425 S E WAGE DISP0SAL,5' IN YARMOUTH PREPARED FOR' BARNSTABLE HOLD` 22 RHINE RCS'"'t DATE= - SCALE: 1„ 2 0' �...• _ JOB NO: 0? -1 , r