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HomeMy WebLinkAboutEngineered Plan - 1990FRONT 25' SIDE t2' REAR:. 20' NOTES= 1. BENCH MARK IN lo" ?45 e_\_Cv, _ 16911 W,L.\40•) STAC� + 0 5 ' 12 t�� riE MQ Ap 'b0' ice": 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM , TO MASS. DEQE TITLE V AND THE :TOWN OF YARt-Dv i H BOARD OF HEALTH. 3. OWNER: APPLICANT: BARNSTABLE HOLDING CO. INC. ' 100 W. MAIN STREET SAME HYANNIS, MA 4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES. \ \ \ ''� oNo az 5. NO FIELD; MODIFICATIONS TO THE SEWAGE DISPOSAL PERC RATE SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN 'APPROVAL OF THE ENGINEER AND TOWN BOARD �OF ° INVERT PRIMARY: `85.5 HEALTH. 40 \ ` BOTTOM IPRIMARY: 74•S 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER . \ OR 'LEAVE ALL CONCRETE STRUCTURES IN ORDER TO INVERT RESERVE: -'65�0 PROVIDE 'A WATERTIGHTSEAL. oIA BOTTOM RESERVE r '79.0 7. ALL SHIPLAP JOINTS IN SEPTIC .TANK SHALL BESEALED' w/ 2 9 a I 8`f �, \ ` WITH NEOPRENE GASKETS `OR 'ASPHALT CEMENT:' TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC. CS 8. A CERTIFICATE OF- COMPLIANCE MUST BE OBTAINED -BY - t DATE _ 21i7 90 THE :CONTRACTOR PRIOR TO BACKFILLING OF -SYSTEM, I , ; M ASor-4 €-1' ✓h t?..M�7 t� 71 V r1oA'' 0 dF H CAi _TH 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING . • _ - ,-- ; 1, XI THE ACTUAL 'LOCATION 'OF ANY EXISTING UTILITIES �X 2,,nll DESIGN CALCULATIONS= 1000 (�tiut \ SHOWN -0N THIS PLAN. 9Z SEPTIC.; MSK O 0 --- 10. PROPERTY LINE: INFORMATION ;TAKEN FROM: " { \ n`3uukH \ PERC RAT 2 ,�Itiil�c.�! • na.AN �3po tc 442 ���we !off • •' N0. OF BEDR00 � AT ►�y GAL./BR./DAY DESIGN FLOW REQUIRED 4� 1-)AL_/0AY SEPTIC. TANK SIZE iorc� caLwr�S Cyto UA��c �Ir�•� 2 1zl_z�� LOT 29 I � _'o'_ H � 24, 1-Y r LEACHING PROVIDED :. ► - L' � IA LAC_. k ',;t ' W/ z' 576"i AIRO_�r-0 - �3 NOTE: ca�I>�N�Y 7, 0.� = 92.0 SIDE: s��'X �) 471. L,�.\_/OAS FLAHERTY ASSOCIATES BOTTOM: o=!4-) = 75.4 (�1c)A( ALLOWED LAWN AREA IS 1000. S. F. , �.�• N. PSARIiiLTM AS PER NITRATE LOADING END: 170 COURT STREET ' RESTRICTIONS -RECORDED IN �P ' \ TOTAL: GAL./DAY PLYMOUTH, MA 02360 - - BARNSTABLE REGISTRY_OF DEEDS \ - zc�7,i - S.F..508-.747-2425 BOOK 6.824 PAGE 119. } LAND SURVEYOR IS -.TO CERTIFY 90. LAWN AREA'SQUARE FOOTAGE FOR �g�, I BREAKOUT CALCULATION • - SEWAGE DISPOSAL SYSTEM, � • COMPLIANCE w I I L = 3 .80 r r •3a, MAX. LEACHING EL, 9!� ,D PRIMARY I N DECK IS TO REMAIN OPEN. _ PRESERVE W ATC i I E,DC� YARMOUTH - - SLOPE AT EL: 2119% PRIMARY 27 19'_ RESERVE PREPARED FOR PROFILE RINE - f�OAD 90 BREAKOUT SETBACK: (e PRIMARY =� (150 X SLOPE) I� RESERVE BARNSTA- BLE HOLDING CO., INC. EL. AT BREAKOUT SETBACK SZO PRIMARY _ B5 RESERVE TOP DF 1PoUNDATION = 9 2 XD MAINTAIN 2% SI-.OPE 50 RHINE ROAD (LOT 301 ;. OVER LEACHING PIT 11 LOCUS PLAN DATE 1 i v� q o REVISED: •' -?91x© . 2 LAYER -OF 1/8"- 1/2 $ 4 WASHED ONE t „ . K. .•. 4 9 - - 1 1 v . . .: , . rr . .. -P y 1i i ` .✓.n ••� / J - ;,- . SCALE. 1 2000 r .• :. . / •s� SCALE• cuER rOwh ,2.. or 41r ll clli c 8116; - . , I D -BOX � ��'i� r «. o� • . • .� I .0 12� MN, ,,�� vL'w► COINX •••, r t :, — �, . , : 023 I Ir, min air space ,.11 0 5 5 sN 1 Gs �R I0. �; ,' I JOB NO O. e I In �p' 11, rtG} `'• i C .-. ri. `vitae TlIQt ; 2?I4 s tf ,;�0 Pte, . io - - ., • � • 8h 0 14 5 4 sch 40 S, � � � - • r:• - o , �° ,o � i u ; o � 1 LOCUS • .T�•E�E�,�.� 6 DIAMETER 3/4 I I/2� ..'. • _ .. r 1.n/1�iiGCi •.. • �::. -. .- .. _ t�- - • :I - 1q � : . / '� , �t ?yy$'•y 4'. min. = ;' S: LEACH PIT WASHED ` 6' EFFECT'1V _ • ' � . CranlxrPy `N+�. ,� ft1A �� ^ •J �"s.•�4� . . e /- y OtJ'T$IDE1 . so . t �� �a H.1 liq�ia _ _€. Y . STONE 1 • TANK DEPTH :. I�1 6R HAN level _3..�—r o{ .. �- 4 '"at s lSH A►q a •.•.: - .. ... ... 7SIC rs •t ••.a . ��.* ,r 1 -000 -GALLON SEPTIC TANK >� � g+ �„ -X19.5• •\ �ti � ;. . _ . / C�SMENt FLOCK g`j�C V } 6 NILS= • Ess, rowN aro�e• 1 'n owvr :C '_ !_ �� SURVE��� l PRO • � .I_ .. �� LOT' GZ � 30. a I ASSESSORS PLAT: � Applied Image, Inc. - 3 -