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0153 BUCKWOOD DRIVE - HEALTH (2)
x5-S �8 o 0, e�l--j Ao�v Orin I -S TOWN OF BARNSTABLE LOCATION '52 we) �e , SEWAGE# ZQZZ 09 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE.NO. !b. ©cA�Q l o_ (_,W)I77 71 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS - 3 OWNER &&L &JA POL PERMIT DATE: 3!Z5 I ZZ COMPLIANCE DATE: Jr 3 Separation Distance Between the: ,�r u Maximum Adjusted Groundwater Table to the Bottom.of Leaching Facility{ 0_ ' ® I I Feet Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY • OC Co 0 • 5 3 ' q Z Zo:B 23 , lU 3 SZ-r .9 of 4t 5-3 gu4 wufjd 50.E 49.5 n No. ZZ�o (ff y Feel �(�4/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplitation for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System 4 Individual Components Location Address or Lot No. i j DUlUGl1ob {7� Owner's Name,Address,and Tel.No. i-AF�j i W,4LS.i_( Assessor's Map/Parcel a 7R g c H Installer's Name,Address,and Tel.No. 5 pg-401-987-j Designer's Name,Address,and Tel.No. 50'-X73 63-1-7 JC Type of Building: Dwelling No.of Bedrooms Lot Size j 0, CF5>--"sq.ft. Garbage Grinder( ) Other Type of Building I��Sln 't�1-C� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3D gpd Design flow provided 3 T !Y y gpd Plan Date ''- .11 Z6 2.4 Number of sheets Revision Date Title J 6► t3GL[C[.1�c3�1���U �y4lyC Size of Septic Tank , b®® < lV Type of S.A.S.� � �fJc7 C*L I CA61f�( Description of Soil G(5 A R_5 6 5• 0 OR� 3 Z� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction aintenance of the afore described on-site sewage disposal system in accordance with the provisions of TjBoa vironm ode an=ple in operation until a Certificate of Compliance has been issued by thisSi (9_ Date 3"ZV ZoZz- Application Approved by Date Application Disapproved by Date for the following reasons Perm it No.?��Z�O��p Date Issued 3 /60 Fee z THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -�` PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plication for -Misposa *psthu Construction i3ermit Application for a Permit to Construct( ) Repair(� Upgrade,( ) Abandon( ) ❑Complete System i-N Individual Components Location Address or Lot No. ( �j��(y ,i p Owner's Name,Address,and Tel.No. �+ Assessor's Map/Parcel2 LAN t � � 7Zi �� 4�b;>, Installer's Name;Address,and Tel.No. pe.-ly''„&+ 77 Designer's Name,Address,and-Tel:No. $�- ?�.►63`?-y , Type of Building: ' Dwelling No.of Bedrooms ` . 3 Lot Sizesq., ,G � 1 �J�� ftv,a .Garbage Grinder( ) Other Type of Building [.�F�]`�'( �, No.of Persons ` "`..Showers( ) Cafeteria( ) ,Other Fixtures Design Flow(min.required) 7j.3C� gpd Design flow provided 349114 gpd 1_ Plan Date 7j_ 21 - ZO ZZ ✓`Number of sheets Revision Date Title /5'%a L-)UC.1GgAgc .*baI(IL 1�1�ef4tVx)!_S Size 4 Septio Ta jk i j& p 4w A�'/ , Type of S.A.S. f�� 5Q P Descri tion of Soil �[+. � !� 1 .,,�,� �(„y4. � • Nature of Repairs or Alterations(Answer when applicable) e [l f Date last inspected: Agreement: 17111 The undersigned agrees to ensure the construction and vinaintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmefital/Code and not to p�e he:system in operation until a Certificate of Compliance has been issued by this Board dd)oof Health. u v Signed /./ / / .�t '��/ Date "4��.12 , Application Approved / t PP b Y Date Application Disapproved by /� Date t for the following reasons Permit No. f0;7 (� Date Issued 310617_p;7_,2 r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by P066)t 2j�t.),t Q L3 at / T1,��,�f���(a ja_ �' �" has been constructed in accordance ��.r o // with,the provisions of Title 5 and the for Disposal System Construction Permit No. -0� A dated �,6,"%7o Z7 Installer Ro865VT Calk/S&X�,Pesigner [Z— #bedrooms Approved design flow gpd E: The issuance of this permit/shall not be construed as a guarantee that the system will function d signed. Date / t7m�- Inspector --- ---------------- ----- --------------- --- ------------ ------------------------------------ No. W�.2= .tiD Feel" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction j3ermit Permission is hereby granted to Construct( ) Repair('X Upgrade( 1 ) Abandon( ) System located at / /j/�� 0 t-i iX�'C/J A-,kJ` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by r Town of Barnstable Regulatory Services Richard V. Scali, Interim Director • t xrtsr,►e14 • 9 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 I Installer& Designer Certification Form Date: 6-01-22 Sewage Perm UN O Assessor's Map\Parcel 272/85 Designer: JC Engineering,Inc. Installer: Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham,MA 02538 South Yarmouth,MA On 36 RBO was issued a permit to install a (da ) (installer) septic system at 153 Buckwood Drive based on a desi n drawn by (address) JC Engineering,Inc. dated 3-21-22 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was .inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out('if required) was inspected and the soils were found satisfactory. 1 certify that the system referenced above was constructed 1 iance with the terms of the I1A approval letters(if applicable) n 4FJom cy CHURCHIL1.,lR, (Installer's, nature) CML 41 4 (D ner's Signature (Affix De7 p Here) PL SE RETURN TO -ARNSTABLE PUBLIC HEALTH D SION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc I I , �__ I 1 1 1 __ I I I -�� �-__ ___ � I I - I I � - - I � I I I--. � I �I - - I I �I I I I I I - .. I I �I I I I - I -- �� I -_ - � I - I I I � � I � . I I - I I I I . � I 11 I I I � � I _ - � I I I . I I I I I I I I I � I I I I I I I I I I I - I I . I. I 1.I I I I� . I I �, I I I � � - I I I � I . � � I � I - I � . I 1. I I 11 .1 . I I � � ; I I I I �I I � � I � . I I I . - I � I I I I I � ,, 11� I I I � I - I i I I I I : I I I I � I I . I I I � I � I 1� I, j I I I � � I I � I I � I I I I I � - I I � I� I I I � I j I I I I I I I I - � - I I I I I I I I - , . I I I I � I I I r I I I I � I I - I � I I I - I I I I I I I � I I I I I - � I I .1 � I� I � I I- ,- I I I � I 1, I I . � � I � I . I I �I I I I � I - 11 I � I FINISH GRADE OVER D-BOX= 62.6'± 1:1 . I I , . I I I - � I . I � I I . I I T.O.F. EL.= 64.3'± 1 1 � - I I -1 - I - I I I I � I I - I � I FINISH,GRADE OVER CHAMBERS= 162.7' - 62.4' . I 1- 11 I I � GENERAL� NOTES I - 11 11 � I I I I I I I I I I I I , I - I � I I I I I 11 � I . - I I 1 314"TO I-10DOUBLE WASHED . I - I I 11 - I I I � I � I ' ' I I I I '- I I SLOPE @ 2%MIN-OVER SYSTEM , I - I I I I . I C . � I I I I i I . I I � � I � I I PROPOSED,EXTENSION RISER � REMOVABLE WATER-TIGHT COVER OVER � I I I �, I �- � I I I I I � I � I PI I I .11 � I I I I � I I I � I , � I I � I I I . I� . . � 1 ,� I . WITH COVER OVER INLET& I RISER TO WITHIN 6"OF FINISHED GRADE I W'SCHEDULE 40 PVC I I I I " . � � .� . I I I I � � I I I I 1- UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION I � - I I I I I I I . � I � � � � '' I I OUTLET TO WITHIN G'OF F.G. , - I � I . I I � I I I I 7'OF 118r TO 1/2"DOUBLE WASHED 11 - METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL I I I I I I I I I I � I I � � I I FINISH GRADE I I 1�1 I I I � F.G. OVER TAN I K EL. = I I I �6-DIA. OUTLET(S) . MIN SLOPE 1% I � I I _� I I I I � - I I � � I � � CODE AND ANY APPLICABLE LOCAL RULES. - �I I I @ FIII.= 63.0'± � I I 1 62.9'± 1 1 1 � I � I .STONE OR GEOTEXTILE FILTER FABRIC � I I I I I I I I I I I I I I � I I I I I I . I I 1_�' � I I 11 I ,-----.- I F _ � I i - I 11 I __\ I 11 � I I I I I I � I I ,- " I - � I 11 I I - - � I - � I 1 12. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I I : I I I , I I - I I I I I � I � 11 � I I I I .� . � - I I - I . II - I � I I : I - I I - I I I - I I I I I rl i I I . I �_n � I . I I I I � DESIGN ENGINEER. I I I I I I I 11 I 11 I I I PLACE RISERS ON ALL I I o � I . - I I � I I I I I "I, I 1. I I � . - � TOP OF SAS= 62.53' i � I � �I I �. I � I 9"MIN. I I I I I � - I I I I I I W I . I PROPOSED4!' 1 9"MIN. I I I CHAMBERS W/PIPED � I I I I I . I I ,/-EXISTING 4' 1 � I I I f-I . . � I 1 - 11 I � - I I . � I I I � 3. , 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL I � . - 1 � I I I, I -, _ --- I , -1 SCH.40 PVC � W'MAX. 59.70' 36"MAX. INLETS TO WITHIN 6" ''I i � SYSTEM UNLESS OTHERWISE NOTED. - I I I. I I S E11I R P I F,E I _�A L - --------- - . --I .... .-A r I 13REAKOUT EL=�62.20' 1 1 1 - I . I r . I I � � I- . __ I L-i I / SEWER PIPE � I - I OF FINISHED GRADE-'*'O' r r � 11 I I � I � I I I I . I I I I - I I - I I � 11 I I I I I I I . T--:::7 , I 1± I -. I I I I � I ' 'I 11 I I . I � . � 1 14. TO PREVENT BREAKOUTTHE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I �,�[ ___J I I I I - I I - I I . � �________==_ _ __1 -I'-.-- � � 3"DROP MAX . I - I I I � I I I I I I I I I I I 1 611 - 3`11 1 L=33 I I I �, I I I --t . I I I 1 2"DROP MIN I .. I 1 , - ,��_ - I �1_ . I I I � I �' I I 1. AROUND THE PERIMETER OF THE SAS. UNLESS A I I __ I ,� I �_�____ - � ,-- 11 11 -11 I I I -MIN.SLOPE I �. u , PROVIDE WATERTIGHT � � \ 4 . � I 11 I � I � I ELEVATION=62.20' FOR A DISTANCE OF 15' I - I � , 1 1 1, I - 11 I I I I I " I i , � I � - JOINTS (TYP.) � I C31 I &AD � �I � I I Ir I I � � ,. -1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I I I i� I � r, C), . I � I - I � � - � � � I - I I 'I � � i It 411 PVC IN FROM I� - - ___1 = = = 0 = = I I I I I - 1. I I 1 3' 1 1 1 � SEPTIC TANK I I� I <=) , I I THE LINER IS,NOT LESS THAN THEBREAKOUT ELEVATION. . � . h I I . � I I I I L, I � *60.4'± . - I I � I I , I , 1 \ = I = = F I I I I 1� 11 .� 1 1 \_1 � I 0 � W'PVC OUT TO = = = 0 = - � I � I , I I � I � � I I I I I I I I I I - I I 1 I � � � i I -_____ � LEACHING FACILITY I I C�l I ��D CD " , - I I � I � CONTRACTOR TO PROVIDE �, I I � � I I � � I : = 5. SLOPE ALL_�SOLID PIPE AT 1.0%MINIMUM. I - I I : I � � � I 11 I I � � 1 C:>�5 � I . � I I I �� 4= = = = � = := , = � = = = = 1=1 - � I I I I � ,SPECIFIED DROP BETWEEN I � � I � - I I � � (:)(::, = = � I � � I � � I i I I I � I � INLET AND OUTLET I - CON I TRACTOR I I I I I I CONTRACTOR SHALL I � I 117, I 11 V � I 1 20 (:::, - I = (:::,c , I I CDC:> I 1 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL . I I � I I � � � I . - � I I SHALL VERIFY SIZE , 4�- VERIFY CONDITION 0 OUTLET TEE 60.00' � �MIN. � 159.83 1 1 1 L_j (:>c = = = = I I I I F I I = = = = = = 1= � = I I I I . I I I I I I I : CX:) CDC:> � � I � � I CDC:) I 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK I I . .I I I I � � I I I I I - I - I I I I . I I I � � . I - � I AND CONDITION OF - EXISTING TEES I I I � - ' C::" I I I � I I I . � I � I I GAS BAFFLE I 6'CRUSHED STONE I= I = I� a% C> C::' = = = = I � FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS I I � I . � I � I I I I EXISTING SEPTIC AND REPLACE AS I I 11 I I - �I OVER MECHANICALLY i (Zpc>l = = � = = 1= - = I I � = C:� I - I C:) = - C3 A NOT�TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH - . : ,I I I I I I I � � - I � I I I � . � TANK , - NECESSARY I COMPACTED BASE I I I I I I � .... i AND DESIGN ENGINEER. � . � I I � 11 . I I I - I 4.0 I 1 8.6(TYP) � - I / I I I � I I � 11 I . I I - I � . I I � 11 I � I I I 1 15 OUTLET DISTRIBUTION BOX I ,� I � ,� � . � _�� I 1 _4.9� 1 - � -4.83'- 1-4.1 9 - 11 . I I I ;, I I � 1 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND � � . I I � I - I - I ,�, I I� I I 111 .1�I-1 11�1 I I I I - TO BE INSTALLED ON A LEVEL STABLE I I I 11 � 11 -25.0' 1 �I I � - I� - (TYP-) I - 1 I 11 I I I � I I I I I I � . � I I I I I I � I I I . I L I I I I I . I � I I I ELEVATION SHOWN ON PLAN. I � 1, � I : � . I I I I I � I I ., � � I I I BASE. FIRST TWO FEET OF OUTLET � - , I I I � GROUNDWATER ELEV.= < 51.50' . I I 11 � I I I I I � I I I I I I � � I I I I I �I I I - � � � � 57.70 I - I I � - 12.83" - 11 1 9. . CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION I : I I � � I I I - - I I . 11 I � I PIPES TO BE LAID LEVEL. I - -1 ' 'I I I - I I I I I .1,THROUGH DIG-SAFE AT LEAST 72 Ho RS PRIOR TO COMMENCING WORK ON SITE AT I I I I I , I I I li , - I I I I - U I � I 11 I � � � I I � � I I � I - I � '500 GALLON CHAMBERS " , 5'MIN. CHAMBER END VIEW � I I I � � I � I I � - I - � I I � I I . ' 'I'll � . . I I EXISTING 1,000 GALLON CONCRETE SEPTIC TANK, � I CROSS SECTION VIEW 1 2 1 � � � � I I I ,1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES � I � I I I I I I I I I � � I - 7 *CONTPACTOR TO VERIFY EXISTING 11 ; TYPICAL CHAMBER PROFILE i - I I I TO THE DESIGN ENGINEER. � 11 I 11 ELEVXTION PRIOR TO ANY VI& , I � SEPTIC TANK 'PROFILE , RIBUTION BOX DETAIL I i �� CHAMBER DETAILS I I 11 I I � 1 . - I I I I � - I - � I I - I � I I � I 11 0. --ALL JOINTS WHERE PIPE ENTERS AND EXITS CONIC.STRUCTURES SHALL BE MADE WATERTIGHT. I NOTIFY ENGINEER IF DIFFEREINT. I I � I I NOT TO SCALE I � NOT TO SCALE � I 1- 1 � I � NOT TO SCALE I I I I I I ---I---- 11 I � : I I I I I I - I I I I I I I I I I I- I 11 I �' I 1. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING I I I � I I I I I � ` I'll, - - I�,,�_T� � I I I I - � � .�7 �' I : �� " I TEST PIT DATA I REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM I I I I - . I 11 � I � I I I I I I � I I � - I I I � � � I I I ,� I I I APPROPRIATE AUTHORITY. I � I I IV I I - I i -35 � I .I - � - I I I I I � I I I � 40 I PERC NO. 22 1 �, I I I I I � I I SI, . -JI , � I � I I I I I I - � I � � ! I I � I � � I I - I I : I I I I I I � �- I I I I I I - a (BOH) ,_ , 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED I � I I I ,� I I ,� I , 0 INSPECTOR: David W. Stanton I I I � � 11 I I . I � I i I SWING-TIES . I . M � � � 4 I I I � I � �:q ,- n�,'�, I I I I I I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR , � I . I . I I I I I ;,'_ I- I - a L_ 1. a - I � �- , I m,� I I � � I i I � I � I - � - 11-1-1 I . EVALUATOR: Michael Pimentel, Elf,C E I : I I- I I - -20 LOADING. . I I I I � � I -, , I 11 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H I I � I I � I I I � I I HCA 1HC-2 I ,� I - I'.- ,,�,'��-,��,_r, W, .- � .1, I I � I ,_� .1 I 11 I A I I I I I I I I I DESCRIPTION . I I � �-:_ -1, _ � 0 ;I a f - - . I � I � � :� I I I , , _;1 , `I� `a - 1- J, � C.S.E.APPROVAL DATE- Oct. 27, 1999 � , I I � I I— � I . � . . : � I . I I 11 I 11 11 I � I . � I I I 7 J,�_ I- ,�:, I 11�� -1, ''", I . � I I I I I . � I I � I � I � - I �, � � �� If � I ,,,, I I I I I 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. � , , * "� _�� � I I i I I . I I I I I I - I -1 �'" -" I I �_, I , �,��jp , - I ,� I I � I I � I "I .. , I I I I 1, � CORNER OF STONE(1) 45.8' 39.7' 1 11 ft , I 11 : 1_1 ' ' i ''I ri . DATE. I I 11 I . I I I 11 - 111�r I � � , � I�11 . . March 17,2022 . � . � I I I I . I i � I - I �_� , - ",, -, � 4 , � I . 11 I I � I I �I I �', ,-,,,�,,, �_ 11 � � - �_ I I I I I I � I I I I I I . --- I I I ��,�I � I 1 ,!�, - � I at .� I I I I I I . I I I � I - 1�1 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I I I I I I I - , ."1� I ��,�- I I - I I . I I ,,, '', ._:1 � I I � � I I I � I I - I - � S., 'I, - I a . TEST PIT#: : �' I I � I,- � I I I 1, � I I � 11 04 I", 1-1, 11� ,�'i I TY. - I i I � I I � I I � I I CORNER OF STONE(2) 39.9 45.2' 1 � �� ,� ','� - .� . : I I I I � � I I - I I I , �:, I 1; -, I� � MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILI I I I I I I . I I I� � I'll : rA �.t,�� I ., I I � I i � � . I I I I � I � I , � I � I I I 11 .0 �,�,,-" _,�,�, I, ' 4' � - � : � � I I MAP 272 � I� - �� I I "I � � - 4 . �, ,�;; 1.� I I I I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, , I I I - 11 1-1-1 , , , ELEV TOP= 62.69 , I � I � "j, �,� I ,�,,�� �,��, - I I I � I I I 09 �j v I I � I I CORNER OF STONE(3) , 63.8! 67.6 1 I�S,� � 11 _`;11, � 1, � I I , � I I I . -,� ,�,� I - I I I I I I I I I I ,�, �,� ", - 11 I I I I I � I I I � � I I I " �, �, � 0 . I , : I � - I I LOT 67 1 1 . I I I I . : ";, ,�, I I � ,- - - �v 6 - I FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 1 . . I I I I I I - I - I I I I III _� I - I I I I -, I I I - I - � : I I I 11 I I I - ,�1-1, -,/ - : 1� ELEV WATER= � <51.60' 1 1 1 - 11 I . I I I I I I ��1_1�, ' 'I - I�` I 1, - I I I I � ��-" , ! I I I 1, � I � I I � CORNER OF STONE(4) 51-1, 54.U' I I 00 *_ I �,�:'�;��_ I I I I I I I ! I I I . I I � " ", - I , 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN , , � � 11 I I I I I I I I I I,I 1� � I � �e -M I I - I I � I I - I I 11 I I I � I - 1 , 11 -'s � . I PERC RATE= <2 min/inch : � I I I I I 1, , SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK I � . I I � I I I - I 11 � , �_ � �� � 11 ,:. I- , - I I � I � I - � 11 o �� - ,� I I I 11 11 I . I 1 - i _:, - - 1� 11 � I',, - � I 11 I - I � I I I I I PROPOSEDTWO(2) , , � � I � 11 I I . - �* '_ � 0 1 1 I I � I I I � I I I I . _� I ! I . I I I i f I I 500-GALLON LEACHING . � I I I - � I I 0 1 2 ,�.,11 I:- - DEPTH OF PERC= �30"-491 , 16. PROPOSED PROJECT IS LOCATED WITHIN: � � . 1 , � 1 . � � I I I I .. 1. - I I I I I �- I ��" � LOCI 1 , I I I I I - I I I I � I . , � I I I I 11 I . I I I - , _* - " I I I - ASSESSOR'S MAP 272 LOT 85 - I � .I I I � . V I "I" I_ ... I I I 11 I I� I - I I I I I I I I � � I I I . a_ , , , t , 1, to,-* I TEXTURAL CLASS: - , I I I , I . I � I� I I 11 � 11 I 11 I I ,I,a , I I It 0 0 ," I'll� I I I - I � I I � I I I � I i , I I I L 1 . I I .� I 11 � � I a . 1 I 1,�,� , �' 1-1 _1 I'll �, I I � ,� I � - I � 1 117 1 1 1 � I . 11 I I I I cf) ", �'� I" � , S � � I I I I � OWNER OF RECORD: LANI WALSH � I III I I I I I� I I I I - , � IP I � �1� A - , , I . I 'Y ' I -E ST1% �, I I . 11 I 4 � -11 1 41 1 1 11 I I � , , I I I I I I .� / I - X! I IG LEACHIING PIT TO � - I � I I I I I I I -�"Y' I I I � I I I I I I - I . I I I I I .11 I I I � � I � - I � ,)�_, I I I I � � 0 1 1 1 * - I 011 2111- 1� I I � , - I I I I � I I I I � � STUMP BE PUM,PED, FILLED w!CLEAN I I z I I �, �il�',1, - �_, I 11 _. 11 11 I I : I � I x62., 1( I Exlcz I !� - I 11 11 I I 11 I I 11 I 1, I I I , STING 1,000 GALLON I -1 . I off I 1 62.60' : - I 11 I I ! I I 11 I I 11 - '_�"_)(4 I I ''''''Im, I (TYP) . SAND & ABANDONED . I I . I z . � I z : I I I � . - I . . ADDRESS: 1 153 BUCKWOOD DRIVE � I I . I - I � I I � I SEPTIC TANK TO L,E I < I . . I . - � � � I I I 1 IIIIIIIIIIIII - I � u - I I I I I Fill I I I � .1 I � I I I I - I ,� I I I �� _"17)(. �, I I . I I I I I � . _j I ��, I 61 I 11 I .- HYANNIS, MA 02601 1 1 1 1, � I- � I _* USED IN THIS DESIGN I a_ � I a ,-,�� : - 62AU � , I I I � � I I I ' ll - I� I I I ��,I,�,. , _-, � !, - 11 I I I I I 11 � � � , � -- W :tll �, A I I I � 11 I - I � - ,� I I I I I I . I I __ I � . � - -, 1 ;I ` _-_�� ��, __1, - I I I I � - !1"71 .1i , . I I I � : I I � I - Y-Y I � I ��, � � � . I I I I - � I � . I d : , I �, - � � I I I I I __ ;�,,� I I 1, . I I � � I I � , � I _�� *'�7! � - - - I . 1^ I � -62 - 11 I - � . I I I � I I '.. 0 � 6 ', lo I' ' : B Loamy Sand - I I I - FEM,A FLOOD ZONE .� X,,, - I I � I � � � I '< / \ I I I I I --_ III, � I I � I I _j & o(ia ,,, �141 - , a a 1 1p '' - 0 70' , I � � I . I I I I I _x_ I � � I I I 1 4 1 .1�.,._, � .� I I I : I " I 1-1 I I I I � I I I I ___� -IV I I I 11 �: I � � - 1 OYr 5/6 1 1 COMMUNITY PAII 25001 C0566J - 0 1 11 �, I I � 11 I I . 11 I I I � � - MAP 272 - I : � � ,f � � - I I - � I � � I I � I � I 11 , I I I I )(-�-.� , - I I I " it 0 -4, 1 � ,_ �� I I - , �� I -11 �� . � � I I . , I � I I � , -)(,)(,,,V . I � I I � 11 I � I I � I I I 1,- I I 0 . I I � �1, " I I 11 I -I � I 'll. ! I I V : \ � I -,_�_ � / _\_ I I LOT 86 , I I � -" I I � 1 17. -DEED REFERENCE: L.C.C. 76568 1 1 1 � ,. 1- I� 60.10' , I � � I . I I " ,,,, - I I I . I I I - � I � I - ''I * - �,n 1 " 1 39 :,.,:,;A � I I I � - � I \ - ,I I I I I I . -)-( / � I 1_`. a OZONE 2 _ In - --�-; I I . I � - � I - I I I I - � I 1 ;1 I I I __� - I , 1 _-2.,_.A 1 1 I I r I FW67 - I I .1 - 'Y�� . ,�_��, � , , " Perc � , I � I I I I � - J7� i, . - I �I -,,� , ,_ I ,_�"'_ - I , -11 1 E: L.C. PLAN NO. 35404-A I I I � / �. � ly, I I I I 011AI * , . � 0 ._'�_ � -_ I 11 I - I I I � _j � I . 1 -1 I I I I I 11 � e3 j I I � . I I I I I I �',, �, 11--i', 11 I I � I I I I I I � - I I ! � I /' I I - I .. � I I I I I I I I . I 11 � I I - I I - 1-tv I _ 58.60' , 11 ,� 1 I I 1'� � I I I I I . . � .1 I , I .-f __--- -,- -Il- -1- I ... I I I I � I- I , I I I � � I , I I I - � � , � I I I I I ,�- - I -TO I I I � x62.5 1, I . �k -� 1 � - - - 1, - �� I I I . � I I I I - I I I I I I � I , . 11 - 1 19. ALL DISTURBED AREAS SHALL BE RESTORED ORIdI`NAL CONDITION. � . / � I - I I I � - 0/ f% 5��,,. I I � I� ,_ 1, , z , . : I . I I � " � I I� . � I I I 1 1 -',' � �, I " . I � I - ; I � � I I I I I - ,� I I -��, � I I I . � I 11 I I I I I I I I . I � � 14�' 1 1 � I . I. I I I I � I 1 . -4p 11 . I I I � : . I �:� I I ., I 1:11, I I � I I I I 1 - � I � � 1, 1, I I I I I I I I .I � . I I I 1 4. � I ,,,,�, I� I- � I I I I � � � . I I I I I � %1, 11 I I I I � I � , I I � I I I I I � � I - - -I I 11 I I � � �, , � 11, 111 11 I - I 1 20. PROPEOtfY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY i I I - I I I I � I I I � I I /V76- - I I I W, o � ',, � � I f I - � I - I I �1_ I I . I " I I 11 Z, I I I� 1134 1 � I I � � � 0/\A f""� - 111� I 11�__ �_ �11 - I 1 I I I I I I - � I . � � - I I I - I - � I - -1- - I I 1. - � - 11 I I'll, I I I -I I I : � � I I il �� - 11 I I 11 I V, I �, r I � - - � � : - r I 11 I X011.1 � 11 , I 11 I 1, I I . I I - I �0, , 1� I I � FOR SEPTIC SYSTEM UPGRADE__JC ENGINEERING WILL-NOT ASSUME ANY.LIABILITY � - , I I I 10, I � , , I I 1___� ,-', ,',���,.�, I I ' ' - I I I -1 � I I I I I , �1_ , 0 ,, , ", I � II � - I �, I I I I I I I I I "I a , I � 11 ��, I I I I I I I I I I : � I I I N IV I k, �1, (3 1 1 I � I I � I � I I I .1 I I � ,3 �A 1'�' I I - 11 _ ' ' I I I - 11, ,� 1, If,,:*;, - � I I FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I I I � � I I . �_ - 111:1 , � I I � I I- d' , I I . I � I TP2 I I I I I I 11 I 11 I 11 .1 I - I ' ll I I I I I Coarse Sand I I I I I i I � � I I I I I �N% , I I � I I - � � I I I I . � , :, - IZ - , I I �11 I � I � I I I I - � � I I I CIV I � I 1 . I I 11 I � 11 1. 11 1-F, I I I I . i I � I I � I � I I � � I I I I � - : , � I I I I I I � I ,� ,� ,� 11 I C " I - , � � � � I I � I � I I � � I I I I I I � __� I - I , I � tots"� , , I 11 - � I ,.� - I 2.5Y 6/6� I - I. 21. OWNER i APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL I � I I I I I � rr 11 , - � I I I I I I . 7$f � I I - � � 1 . I - I . : In r I I . I �, \ - � I _,z I�: , I � I I � 0 � I I& I x62.4 I I � . -1 I - - . I �,", - ''' ' I 0 4�,-�r, � . I - I I � I I . . 1,� I � I I I _� ____ , I I I I � - I- 11 � . .11 I - I . . � . , O� . ,:, - I I I � I I � % , - .1 o, 62x5' , 11 ;� I � � I I I I I I - . � � h'S11911111Z-- 40. , .- - , �,. ��x - REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. I I I I I I ec"I :I �. � . � / I I ____ I � _ '� I I - -1 I � I I � " - � / ' . I I � I I � . I I - 1 I I I � I I I I I r _ _,.,:� �;�._ , I Il / I I I I I I 11� I � I � I I I � . I � I I I I I , , I �� - I I � I � � I , 11 - . I � � - � I � . _ I I I I . I I :�, a r=� '5 ' '. � . . . . I . - I I i* , I i � I I I I I I 1 I I I I I i I � I , I - '. ., .. .�a� . � �� � / � 6 PA . I I I r . I I I � I I � . I a � . I � � I I . . I � � � I � - . - , 11 � I I I I I - I , - : _ r I � I � i 001.1,---- �' . �' .:!-:. .- �, --" --�� / : � " I � - I- I - I I I I I I I . / I � I I I I 11 I I I I I "�-�-�__ , - -__' �-- _:� -,,--.- � I � I I / I � - y I - 11 I I 11 11 I � I I e " I � I 11 n ! - ' ' I I 11 I . � .� � I I �I I - - I � - I , �� _:_ , I I � I I � � . - I MAP 272 �- 11_1� \ V 1, . . , �. � I ... I / - I I I / 3" I -i i . �-:_,�.', -1 I � 11 11 . I I I I It- . � I I 11 I I � � I � � I I . . . � I I I I I . I I I .1 � I � I ,_ I \ . 1 -4 �- ,.!* . I . I LOT 27 \, � "� � --�2) 1 1 1 11 I ' ll LOCUS PLAN � I ,� � I � %..L:_, - .�;:_- 1 1 11 11 � / Z -1 - I I 11 � '' I - I I I I - � 1 �_.4 10 T .."I'- LP �� I I z � , I . - I I � I I I I I I � � I I I I . , -, I I I � � I I I I � I � I _ 1. � . I I I I I � I I � 11 I I I � I .. . - I I �, - I I I � I 11 I I � I I I I � I I I I I � Ic I :"�.��--, �:,..% I � I I � I . I I � I � I I - � � I I I - I . - . � 1 � I I - � I � I I I I � . I I . . I I � I I -� :� . , '/� I `�� I � I I t � I _� � ' I � I I ., - , - , - P 272 1 W I _-_1 ' - I � MA , � I I I . I 1 .4' \ I' ', .:,-�'z� "� 01� I I I I I I SCALE: 1"=1 009 I I e I _% ��: �_ 1." * - " -'. I I I I I I I - � I I : I I - � .1 ,,,-' ., I - .. � � � I I � LOT 85 1 : . . I . . ; , - � �tl . - I . I I � , .",.,- . , I I � I I I I I � I I I , � � I � � ..-,_ , :�. : ., )61 I , I � ff � 1 51.60' < � �t�:, . _'_.. I �� _', ,.:!-,�:- - � I I I 11 I � � 132' 1� � I �I I � I � , - - I I /�r I I I I I � I I . I I � . . �,;,; .:X., �., -- 1 . ,�,�; � -_.- I I I I � I - 10,952±S.F. I � I I 11 . I I I �, I � . _ �:,� :- , ,:.. I 1, I � I I I I 1 . I I I i ' BUSH I. I �,�, ;",-,--. -1 I I / X62.9 1 . . I � I I I . I ja� � � . I I. . I � I � � I � I I "I I . � - -_":�::,i -__� I I I � 11 I I I I I I . � No Mottling, Standing or Weeping Observed � I � I I � - � I I � �, I I I 1 41 � .: . � I...'. I � I I I � I I � I i I / . ,,.,��._ � I I I I I I 1 � I � I � - I I � - : I I , � I I - I I � � � #1 53 1 1 - � I - I I I I I 11 I � I � I I I I I I - � . � I I I . I � I �I I I . I I ' ' I I I I � � � I I � � � I I I I r . I- I 1, I - I I � I . 11 � I I � � I � I � � I I 11 I I I I � I . I � I C I \ I ' ll I � - - I I I I : � I I TEST PIT DATA I I I � i �! I I � - I I � I � I I I � / � EXISTING 11 I � . W I I � � . I I I I I I I I I I I � I 0 � I I .1. . � I I I I - I - ; I I I � I I I � I � , �,x, ,---�k"k \ I I I I I 11 � I � 3-BEDROOM � I , I I I I - I I DESIGN DATA I I I ' : I 11 LEGEND , I I I I I � �_ I 11 I - . I I I I I , . I I - -.1 I I � 11 - I � I 11 I I I I I I �I 'k. / �, I I - /c, � �PERC NO. 22-35 1 -1 I � I: I I , 11 I ) Lu I � I I I I I / I -)(I I I I . I I I I I I � � I I � I - I - I I I - - I � � I ,� I� � I I I I � I I I � i � / I/ � I I� 11 � I �. I � 11 11 DWELLING I � I I I 1� I , I 1. � I I � � I - " ' I � I � . � � � I � I i I I I I - I I I I � - . I � I - � � 5OX0, EXISTING SPOT GRADE I I - � I � I I . > I / / / � � � I I I I � . \ , � , I I I I � I K / I 11 I I I - � I x 62.6 1 . I I . INSPECTOR: David W.Stanton (BOH) , ,�: I � I I I III, . - I � I � I I �I I : NUMBER OF BEDROOMS(EXISTING) 3 � ,_ I I � �, I I � I : I � I I � ,�, � I / I / 1�1 I , I PROPOSED I I I .!11 �, 11 I 11 I � I I \ I I - � � - : � 11 I I I I � 11 I I ,� I , 1� I 11 I � ,� I I I .11 I - I . I I EVALUATOR: Michael Pimentel,EIT,CSE , � --- 50 --- , EXISTING CONTOUR I I I � . � . SHED 1-11 I 1 '63-i .1 I . I I I TOF=64.T± I �I I 110 I I I I I I I � I I I I . 11 :1 I I DESIGN FLOW GAUDAYIBEDROOM � I "I � � I I I I � I I - DISTRIBUTION I . I I I- - I I I � � I / � � I I , � I I I ;;. �� - I I I I I . 11 I I I li� - I 1 . / 11 I . 11 I I C.S.E. APPROVAL DATE: Oct. 27, 1999 � I � � I I � � � � � I � � I I - . BOX � I 1 4u . I I I . I � I I I � . I I . I I � 50 PROPOSED CONTOUR I �� I >< I - - � I � - - (9 I z I TOTAL DESIGN FLOW 330 GAUDAY � � I I I I - - 11 I . I � I I 11 I - I PATIO � I - � � I . I , � I CD . t I DATE. March 17,2022 1 1 � I � I , I W I- , I 40,S __ 11 I I I I � I 11 I - I -.- 0 - I 11 11 I � 11 -_ I I I - - � � I I I I � I I . � � ! I �: I I : ,_� I 11 I & .N I N LOW x 200 % = 660 GALIDAY I I ' � . I I � . r 501 � PROPOSED SPOT GRADE I � ><(.) I WA t I I . I I I DESIG� F I � . I K I � \ \ � if %-) - - : �_2 11 � I I I . "O N . TEST PIT#. I j Z I . 1 I � _. - � I � . �/ I I I I CD I - I � I I I . / I / . I ; � I I I I � I � � � I I I I 0 1� : I � I '. � I I I � I � 09 91���%, %, I I I �& I I I / / . I I I I I I CIO I I USE EXISTING 1,000 GALLON SEPTIC TANK I TOP= I � I ,GAS � - EXISTING GAS LINE I � I I I / C-2 1 9 � V.- I I : I 1 9 ELEV 1 62.50' - I I I �I 9 1 1 9 � . , . I � I . co I I - I I ; 1 9 9 1 1 - I I I I I I I � I I I I I � . ! , P/ I I I I I I :� � I 1 9 9 - � I 1 9 1 1 � I � \ I I I I � I 1 9 ,I I I - � , , , � I I I I _____ I � I , I � 1 9 11 1 9 1 - . . ELEV WATER= <51-50" %I 1 9 .I 1 9 , I I . r 9 1 1 91, 1 1 9 � I � � 9 1 � 1- I GAZEBO � I D I .. I I I I W , � 1 9 1 1 1 1 1 1 1 :1 9 � 9 1 � . I I I� - I � O/H/W I I EXISTING OVERHEAD UTILITIES 9 1 9 � 9 1 , I I � I I I I � I Ipp 1 9 1 1 1 1. % I I I I 1 9 � � . �I I , I ----_W I 1 9 % � � I �I I I � 1 9 1 1 - � I I I I ,-L_ I , , . I I : - I I I � 1 9 1 1 9 9 � � I 1 9 9 1 � � sro 9 11 CY) I I I � I i . � I 1 9 PERC RATE= - I . �� � I 1 9 9 1 1 9 1 9 � i . � � I I � I I I . I I � - 1 9 1 \ I I I- I �I I OP /,, ,'' (O I ----__tI_ I � I -W - � I, \ I .� 11 / 9 1 � � 9 1 9 9 1 1 1 ,-_ . - 500 GAL. CHAMBERS W/ STONE I I I � 9 1 I I� I I W I EXISTING WATER LINE I I 1 9 1 1 � , I 1 9 1 1 9 1 1 I I 1 9 1 1 1 1 1 1 1 1 11 I I I I 9 � 9 � : r 01" % /x 9 141 1 i / I z INSTALL2 : I I I I � � I . I - I � 9 A_ / 1 9 1 � Ir iz, � I 11 I � I I ,, - � I I 1 9 9 1 � � 9 , � 9 : � � � = � I � I � I i 99 � \ 1 9 1 1 � _____jA I I I .1 I I I� -I I , I I I I . � I DEPTH OF PERC I 11 N �- .., _. I I I I � I - . I I� 1 9 1 / I I 1 9 1 ,/ - , , I 1. - 9 � I � � I 1 9, 1 11 I" /� ,% � . I � � 1 91 � r . I 9 1 1 9 . � I 1, � 1 9 � k I I I a D 9 1 � , - I I I I � I- 9 � � 9 � � I I �. I � 9 � I�, I 1 �9 1 � 9 1 9 1 / 1 9 1 � . 9 � VAS 1 9 9 1 9 1 1 � . -P/ � 9 1 .1 SIDEWALL CAPACITY 9 1% 9� � �I 11 r 9 1� � I I � I TEST PIT LOCATION % I � I I 1 9 � 9 9 1 9 1 , 1 9 X63.2 9 ____ \' 9 � � 9 a JOE I TEXTURAL CLASS: I - I � � 1� 9 1 MAP 272 9 1 � � " ,I, 99 1 1 � 1 9 1 � f--- 9 1 9 9 � I I % CAS \ - , � I - � 0 �5 1 9 9 (LENGTH + WIDTH) (2 SIDES) (7 HIGH) (0.74 GPD/S.F.) = GAUDAY 9 9 9 9 9 9 1 1 1 % I I 1 9 � 9 1 9 � 99 9 1 9 9 1 � I � 1 9 1 9 9 9 1 � . 9 1 1 1 1 9 � I I � � 9 . I, 9 1, ,�,1 9 1, -_-_63--/ - 9 9 � 9 1 1 � 9 9% � ____- GA�\ � 9 1 / 0 Lu 1 (25.0'+12.13T)(2) (2') (0.74 GPD/S.F.) =112.0 GAUDAY � I I � 9 1 . EXISTING 1,000 GALLON SEPTIC TANK 1 ! I LOT 28 Benchmark . . � ,- , I. // 9 1 1 _____ I a 9 � I - 9 1 1 - I I 1 9 - I I � � I IS / // � 1 9 OAS 9 1 1 1 - - I : 9 1 - I 1 9 1 . � 9 1 � 9 9 10 0 1 � � I Is I I I z / I I : I I � I I ,=1 I I I I - - 1 9- 1 9 1 I 9 1 1 � I I " ,I� 91 9 ��� � I I -P ,E�,D - I I . 1-1, - � ___- CAS i ' I I �� �� I � - 1 9 1 1 1 � - I I I � 9 � I % � 9 I � Nail Set in 16'Tree � AV I - , - 9 I � 1 9 1 9 9 �- ,, I I I DRIVIF I . � � � ; � � 1 99 as -62.50' 1 91 9 1 � . - I - � I I . - I . � 1. GAS I � I , 9 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE I I I ,� I I I � 1 9 � 1 9 1 1 1 � I 9 1 Elev. =64.08' 1 � 1, � - C.5', 1 I _7__ GAS -�c 6 BOTTOM CAPACITY I . : Fill : � I I I I 1 9 9 1 Approx. MSL I 1 9 9 � 1 9 � 1 9 �I - 9 9 � I I I 1, I � I 1 9 ; 1 9 1 ,0 1 1 1 1 9 1 9 1 � 1 9 / , C) ,,-- 9 1 1 9 �I I 1 61 � I � I " 1 9 1 : 9 � I 1 9 9 9 � I � � I I � I % � 1.1, I � 9 9 1 . 1-11 I I I I I / 1 9 - I D - (LENGTH x WIDTH) (0.74 GPDIS.F.) = GAUDAY I 1 62.00' � 91 9 % � 9 1 1 1 1 1 1 1 1 - ., 1, I 1_� I I . I I - � / I 1 9 11 � 11 I % � I � � I I � 1 9 � 1 9 1 . 11 � I � �- � 9 1 � � I I I 11 I I I "I 9 1 9 -- C3 9 1 1 � % 9 1 1 . I I I - 1 D � . PROPOSED DISTRIBUTION BOX I I I . I � I I � I � I I - �, 11 � I __� I 1 9 - I / %/ t - (25.9 x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY I - 91 1 11 - 11 � I 11 � I I I 1 9 1 . 1 9 1 1 , I � I �_ �/ I I 1 91 � I I % I 9 1 9 9 % 1, o, 9 � I I � � I � I 1 9 1 1 - . I I I I I B , Loamy Sand . I I I rmmmm" I 1 9 � � , I . , 9 1 1 1 1 9 I � 1 9 1 9 9 1 � I I .1 I I I I I I � 11 I I'll 9 9 1 . I I � 9 - I I .1 � I - � I � 9 1 � � I �. I - I - 1 .� 1 9 1 9 1 1 ,� I I � I/ 9 � I I I . I I / I .1 I I � I . I I I OYr 5/6 : % I I I : PROPOSED 500 GALLON LEACHING CHAMBER . � I I I � 9 1 1 1 _, 1 9 1 � I I I . I I I I I ,. % - 9 - I I I 1 9 � I I I � I - 1.2J I I I I I � I I I I I I . . I � I I � . . � I I . I � I � , �, ,/ � . / I � � 9 9 1 1 . I I I 1 9 1. I I� I I I I �I 11 I . � I I -I � I I I � � � I I . 9� 1 1 . I . I I k I I �, �, � I I I � I I � 1 9 & ,�, I I I I 'TOTALS: 9 � I I I I I . I/ I I I I 1 9 1 1 1 � � � � I I I �. I I I - I I I I I I I I I I I � - 1 9 9 . ,I N, 9 9 � 9 � I / . I � / I 1 3011 60.00' � I - . � I . � 9 1 1 � 1 9 1 � I I � � I � I I � I I I III,, / � I 11 %. 11 � � � I ". I 1 9 11 � � � . � � 1 '19 1 I I % I 1 9 - 1 9 1 I . I I I I I I � - � 9 1 . I I �, I I 1 9 1 . / 9 \ I I I . � . 1 9 1 1 91 11 9 1 1 1 1 9 1 � I 1 9 11 9 1 9 1 1 1 � I I � 11 � 1 9 9 � I � I I I . . 1 �/ I - 9 � 1 9 M I . TOTAL NUMBER OF CHAMBERS . 2 9 1 -1 9 1 11 9 1 1 � I I �I I � I 11 � � I I ' I � � - 1 9 1 1 � . . � I � I I I� ,9 1 1 1 1 9 1 � I � �� I� N I, / . I I I I � 0 1 r I �, 9 1 9 9 . I � I � I � I I I By:�, I APPID. I I � D I I r I � : I 1 9 . I � 9 1 � . � I I �, � % � I - I � � 19 1 1 1 � I I ESCRIPTION 9 1 . I I 1 9 _� 1 9 1 1 . � I TOTAL LEACHING AREA 1 472.2 SQ.FT. 11 9 1 - 9 � 1. 9 9 � I 11 - - . I � � � 1 9 1 . I � � V 1 9 % I % I 1 9 1 1 1 � 19 � - 1 9 9 9 � I ,; 1 9 1 1 1 . I - 19 9 1 1 9 9 9 9 1 9 ;: � I - 9 9 � I � � � � 1 9 � 9 �1: 9 � I � � % % / I I � TOTAL LEACHING CAPACITY 349.4 GAL.JDAY 9 9 % 99 �- 9 9 9 9 1 9 � 9 9 9 : 9 - 9 9 MAP 272 1 1 1 . 9 � - � � 9 1 1 PROPOSED SEPTIC SYSTEM UPGRADE �!: 1 91 % 9 1 � 1 9 : / , I I I � 9 . 1 9 9 9 1 9 � i!:; 1 9 - 1 9 � � 9 � 9 � 1 9 �� I - I / I r I I 1 9 1 � 91 9� � I �I � . I 1 9 9 9 1 9 1 9 � 9 � � LOT 29 1 �9 1 9 10 I 1 9 1 -1 9 1 1 9 1 � � 9 1 � 9 -� % - I i9 � I I I � I 4 I- . I I �% � j % I � % . - z 9 1 9 9 9 � I . 1 9 1 1 1 1 % I I I I I I � � I 1 10601 " -%,� I I � I � 1 9 9 1 � I I PREPARED FOR I i � 9 1 1 � 9 1 9 1 , I , I I I I I I I �1 9 1 � i .I � � �, I 1 9 1 1 1 � 9 �� 1 34, 1.. 1 9 � , 9 1 9 9 . � I I 1 9 1 9 � I- I I I I �9 . � � 9 9 ' 9 �i I I 1 9 1 � � � I I I I � I . 9 1 9 . I 1 9 �� I -- -1 I � I I 1 9 1 1 1 1 1 1 1 1 Coarse Sand, I � 9 9 � � I I I ROBERT B. OUR CO., INC. 1 9 9 : 9 9 1 1 1 1 9 - I . I C � I . I I � 9 ! I I � 9 1 1 1 1 1 1 � 9 1 9 � : 1 9 1 1 9 % - I I 2.5Y 6/6 � : 9 1 1 9 �1 . NOTES: � 1 9 1 1 1 1 � I 1 9 1 1 % I I � 9 1 . � 1 9 1 � I I I I I �91 9 1 9 9 1 � I % I I I I I I 1 9 % ,� 9 1 1 9 � � � - I I � ,I � I I - I � I I - � 1 19 1 1 9 �ii � � 1 9 . - I 1 9 1 1 1 � 9 � I I I � 9 / - :1 1 9 1 � � 1 9 1 1 � I I I I � I I � 1 91 1 � 1 1 - I I - .� � I I I . 9 1 � I I 1 9 - I I � I I I I I - I I I LOCATED AT I 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 1 9 1 . �. I I I 1 9 1 1 � � ,� �9 1 % I � 1 9 1 1 9 1 11 I � I I i � � II I I I I � 1 9. . I I � � .1 9 1 . I � I I I r I 11 � I I 11 I I I I �9 I-I I � I . I I I I - I 1 9 9 1 1 � I I . : I . EACH SEPTIC SYSTEM COMPONENT. �9 1 � I � � I � I � I I I I I I .- I % ,� I � . I I 11 1 9 1 1 � 7 . I I I i I � : I - � I I I . I �: I 11 I � I I I I I � � I I � I I . . � � 153 BUCKWOOD DRIVE I I � � 9 1 9 1 - I � 9 I I � I I . I � I I I 11 9 -. � I r _9 ,�I � I � - 9 � I 1 9 1 �I . I I � I - . I I I I I � � 1-1 1 . . I - � I- 9 � i 9 1 1 .1 1 9 � �� 9 1 9 1 1 1 1� I i I I � I . � I - I 1 9 1 1 1 � I � 1 9 1 1 9 1 1 1 � 1 9 9 I HYANNI& MA 02601 � 19 1 1 1 1 1 1� , I I � 1 9 � I I I I . 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE, 9 � 9 1 1 1 1 9 9 1 1 � I I I . � 11 - 9 9 i1 9 1 � I I I I I � 9 9 9 1 1 1 . I I I � � 19 1 � : I I i � � I I � 1 9 1 1 1 1 � � I � 9 1 9 1 - I � � I � 9 , 1 9 1 � I I I! 9 1 PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT I I . � �I 1 9 1 1 1 1 1 1 � I � I 1 9 1 � I 1 9 1 : I I � 1. 9 1 . 91 1 � 9 1 � I I I �, � I I � . � � 9 9 � SCALE: I INCH = 10 FT. DATE: MARCH 21, 2022 � � I DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF , I 1 9 1 1 1 9 11 � I I I I � . 91 � 1 13 1 1 , .1 9 1 1 11 ! I I � I I . � - 19 � 19, � 211, 1 51.50' 1 1 9 1 9 � I � � I 1: 9 9 � � . 91 - 1 9 1 � 9 1 9 1 1 � 1 9 19% 1 1 0 5 10 20- 9 � � � I I I ! - I HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 11 - I �9 9 � 9� I I I � I 1 9 9 1 1 9 9 �� I � A I � I � A I 1 4.0 FEET I � I I 1 9 . 1 9 No Mottling,Standing or fteping Observed 9 � iiiiiiiiiiiiiiiiiiiiiillillillillillillin I I % I 1 9 9 , I - I I I % I I � I I I � I I - I � I I I I I 1 9 9 ; I I � I � . I I � 9 1 1 � ____ 1 9 9 1 9 9 . 9 . I 9 � I 1 9 1 � I � I I- 9 � 1 9 1 1 9 9 1 1 9 � I I I % 9 1 1 1 � � -�__� 9 � ! % 1 .9 � I I�� � 1 9 9 9 PREPARED BY 1 9 % 1 9 I . I - 9 1 1 1 �i:: . 3. ENTIRE PROPERTY IS LOCATED WITHIN A MASS DEP ZONE 11 AND 9 � 9 1 . � � 1 9 9 � . I I � 9: 9 % 99 L i - - � 1 9 9 1 11 11 � � I 1 9 1 1 1 1 1 j RESERVED FOR BOARD OF HEALTH USE 9 9 1 1 1 9 1 � I I 1 9 � I 11 I GROUNDWATER PROTECTION OVERLAY DISTRICT. I � � . 9 9%� 9 11 I 1 9 1 � 9 9 �9 � I " 1 9 u CHU ILL . -4 1 9 � JC ENGINEERING, INC. � I � 1 9� I I : 1 9 9 1 9 1 1 1 1 1 � I � 9�9 1 , 1 9 9 1 W I I �! . 1 9 1 9 . - L 9 1 i 9 � I 1 9 1 1 1 � � � : I I 1 9 9 � 9 1 1 - � I� I I I I. I � I I 1 9 - �� I I � - 1 9 ! I , � . 9 � � 9 - � � I i I I . N . 807 : I � I 1 9 1 9 1� I I � 9; - 1 9 9 9 1 1� I� 9 9 � I 1� 1 9 1 1 1 9 2854 CRANBERRY HIGHWAY �i 9 9 � I I I � I r I � 1 9 9 1 1 1 1 1 1� 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY 1 9 1 1 1 � - 9 �9 11 . I ,� I 1 9 1 19 � I I I I I 1 9 I � 9 1 1 1 1 19 1 9 11 I � I � � I I I I -9 . I � 9 1 1 1 9 1 1 r � . 9 19 . 999 9 EAST WAREHAM MA 02538 I � I I I I 11 I I, FOR THE INSTALLER. INSTALLER SHALL VERIFY,SWING TIE MEASUREMENTS - � I I I I I I - I I : -1 - I I I I 11 � 9 1 9 � 7 1 I 9 1 . I I .. 9 1 1 1 1 1 1 1 1 � I I I t 19 1 � I � � � I I I I I 1 9 1 , I � I � � � I 1 9 1 1 1 � 1 9 � I I � , IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL I I � - I I - I I � I � I I I I I I I SITE PLAN 9 � 19 11 1 9 1 r I I � I . I � I I I I % I I 1 91 1 1 508.273.0377 1 1 : I I PEAR TO BE INCORRECT. I I .1 - I 1 9 ��: - I I . I � I I I - I I, NOTIFY ENGINEER IF MEASUREMENTS AP - % I � � I I I I I % 1 9. 1 1 . 9 1 1 1 1 1 i I - I I I � I I I . I � SCALE: V'= 1 O' I I I � 1 9 1 � I I � � � I I � I I I � I % . I � 1 9 . 9 1 � I I I � I 1 9 � 9 1 11 % I Drawn By: MCP � I Designed By:MCP Checked By: No.6166 �i� . I I I - 11 I. � I 1 9 1 1 � I I I I � I I i � I I I � I I I: � % I 1 9 1 __ I I � % 9 - % ' 3'. 9 �' .' ' I I / ' ' ` �*( __ /_ � I . '�"'"' --ill f r I 1 %J%7.1 I- co."I, a . � �S_4 C�p � rU EV " " L CF ==L I ` I I - : r6"I " ' ' � 1 I1 � i I OU I S L ' TN OF ' I GA! n AS O,V I I - I zi 1; Lk I / I �� I I I I .. 1 9 9 1 1 1 : 9 � . I I � " I -1 9- :: z I I I � I I I 1�� � 9 9 1 1 � 9 1 � I - I I I I I I 1 9 � I � � 9 � % I - . 11 9 9 1 1� 9 � I � I I 1 9 1 1 � . � ; I I � 91 � � � I � 9 1 � , � 9 � I � I I II � �9 1 1 � I I I I� 1 9 9 1 . 9 1 9 9 9 ,� 11 : � � :� I � � 9 1 � I I I . � 1 9 � 9 1 1 � I � I �, 1 9 - I I % 1 9 � . I 9 9 - � I 1, �! - ____ ______ -- --- -------- - I: �i - I I -_ ___1T_--____T----,-7- _____�___T___ T____ _ ____qq____ I _.___- ____ 9 - -- -_ _ --7------------- _1 % � � ____ - , __________________9 - � ! , . � __9__ 9i___T_ --- _____�I-I I.- I � I I I I -----;�-� I i !I I I 1____7__ ___F I I � I I I I i I I I I i I I � i I � � i � � I I I I I :I � I � I � I I I