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Home My WebLink AboutEngineered Plan - 2015TOP OF FOUNDATION 24'dameterconeretecovers EL=51 .8 raJsed to within 6" of hmsh grade 4" PVC VENT (oras noted) Inspection Port and cap with magnetic t CAP BY "SWEEfAI lZ' marking tape to wrthm 3'of grade 1 35"MIN EL -51.5± EL=52.4+ EL=52.0± \ \\/\ VARIANCES REQUESTED Local Upgrade Approvals: 3 10 CMR 15.403 Variances: 310 CMR 15.2 2 1 (7) General Construction Rectuirement5 for All System Components: 1.) Soil Absorption 5y5tem and D -Box > 3G" Below Finish Grade 50" Held 20' Variance Requested (Not to Exceed 72") (Not to Exceed 3G") 349/6BD2) L5ACH CHAMBERS IN BED B: 22" DB -6 CONFIGURATION WITH FOUR (4) ROW5 1500 GALLON (1-1-20 Rated) OF FIVE (5) CHAMBERS SEPT/C TSI lr n -BOX /FACE Cl-�AMB�iPS EL=4/.7a Bottom of Test Hole SYSTEM DESIGN CALCULATIONS SEWAGE Df5/GN FLOW REQUIRED: 2 BDRM DWELL/NG (M/N/MUM DE5/GN 3 � 1 L30W Qo / /O GPD/BEDROOM = 330 GPD REQU/RED SEWAGE DE5/GN FLOW PROV/DED: 7WENTY(20) AD5 UN/T5 /N BED CONE/GURAT/ON /N FOUR (4) ROWS OFF/1/E (5) UN/75 EACH Brae Burn Ln Vt = ((330/0.74)/(4.6 t-T21FO15.0 LF7 = 10 AD5 UN?5 REQUIRED (20 PROVIDED) 355 GPD PROV2DED > 330 GPD REQUIRED bIY Pond Dr 5EPT/C TANK CAPACI7YRf0V1RED: 330 G1 -VX 200% = 660 GPD REQU/RED 5EPl/C TANK CAPAC/TYPROV/DED: 1500 GALLON SEP77C TANK A GARBAGE D/5P05AL 15 NOT PERM/TTED WITH TH/5 DES/GN FLOW F - SITE LOCUS 0 NOT TO SCALE o YARMOUTH, MA A LOCUS Par 3 Drive p ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE 5ETBACKS AND BUILDING HEIGHT O RESTRICTIONS. OWNER 15 RESPONSIBLE FOP OBTAINING SUCH A DETERMINATION FROM THE Sod Color APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. 501LS CAN BE o � °,.` SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DE51GN ENGINEER 15 TO INSPECT THE K 501 L5 PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. o c� 9"-18" A: 48.3± Medium Sand I OYK 4/G 30% Gravel 18"-120" C2 18" min Cover for I OYR 4/4 Perc @ 47' 3 w CxisGng 48.91 H-20 Loading 48.5. 473.± m x B: 48.3±• Cxisting 47.75 47.50 47. /7 N 47.00 46.90 Mae Gas Baffle ....:.,: Longest Run TWENTY (20) AD5 ARC36HC 4.3' .:...: , , . :.:, ...:, ... ,..:........ VARIANCES REQUESTED Local Upgrade Approvals: 3 10 CMR 15.403 Variances: 310 CMR 15.2 2 1 (7) General Construction Rectuirement5 for All System Components: 1.) Soil Absorption 5y5tem and D -Box > 3G" Below Finish Grade 50" Held 20' Variance Requested (Not to Exceed 72") (Not to Exceed 3G") 349/6BD2) L5ACH CHAMBERS IN BED B: 22" DB -6 CONFIGURATION WITH FOUR (4) ROW5 1500 GALLON (1-1-20 Rated) OF FIVE (5) CHAMBERS SEPT/C TSI lr n -BOX /FACE Cl-�AMB�iPS EL=4/.7a Bottom of Test Hole SYSTEM DESIGN CALCULATIONS SEWAGE Df5/GN FLOW REQUIRED: 2 BDRM DWELL/NG (M/N/MUM DE5/GN 3 � 1 L30W Qo / /O GPD/BEDROOM = 330 GPD REQU/RED SEWAGE DE5/GN FLOW PROV/DED: 7WENTY(20) AD5 UN/T5 /N BED CONE/GURAT/ON /N FOUR (4) ROWS OFF/1/E (5) UN/75 EACH Brae Burn Ln Vt = ((330/0.74)/(4.6 t-T21FO15.0 LF7 = 10 AD5 UN?5 REQUIRED (20 PROVIDED) 355 GPD PROV2DED > 330 GPD REQUIRED bIY Pond Dr 5EPT/C TANK CAPACI7YRf0V1RED: 330 G1 -VX 200% = 660 GPD REQU/RED 5EPl/C TANK CAPAC/TYPROV/DED: 1500 GALLON SEP77C TANK A GARBAGE D/5P05AL 15 NOT PERM/TTED WITH TH/5 DES/GN FLOW F - SITE LOCUS 0 NOT TO SCALE o YARMOUTH, MA A LOCUS Par 3 Drive p ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE 5ETBACKS AND BUILDING HEIGHT O RESTRICTIONS. OWNER 15 RESPONSIBLE FOP OBTAINING SUCH A DETERMINATION FROM THE Sod Color APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. 501LS CAN BE o � °,.` SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DE51GN ENGINEER 15 TO INSPECT THE K 501 L5 PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. o c� 9"-18" C I Medium Sand I OYK 4/G 30% Gravel 18"-120" C2 Medium Sand I OYR 4/4 Perc @ 47' 5od5 to be Verified to Family Room I ' (H-20 Loading) EL=41 .O± at Time of Installation F LOW PRO F I LE 1 .) A55es5or's Map 91 Parcel 31 Bath 2.) Certificate #99356 NOT TO SCALE Bath Bath Bdrm 3.) Land Court Plan 322248B Sheet 2 CON 5T I j� \U CTI O N N OTE5 TWENTY (20) ADS ARC3GHC (3G 1 GBD2) LEACH Garage Kitchen 4.) This property Is In a Zone 11 of a Public CHAMBERS IN BED CONFIGURATION IN FOUR (4) Water Supply 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMROWS OF FIVE (5) UNITS EACH EntryR 15.000): Living Room 5.) Flood Zone: C STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND 25' Bdrm 2 �a�� Y�J EXPANSION OF ON-51TE SEWAGE TREATMENT AND D15PO5AL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 5.0' 5.0' 5.0' 4, 5.0' 4, 5.0' Per'tnrt valid for RFPAIIt OF `I 111,11C Sl'S'I'E:MLEGEND 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR - - ONLY, due to Stan and (,,oval I t varianccr: VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 N Boarfl.of Ilealthreview F LOOK PLAN and oppro�rtl is required for LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 0 BOX I m .. i!y fu't'ure addition'"�wnhvauuu, titeratiuns to EXISTING SPOT GRADE O . N i, sewage faeilitr F oior structu►�.;�I•.IIi,1g - 24x5 PROPOSED SPOT GRADE 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE NOT TO SCALE -- = EXISTING CONTOUR MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. N Y.ait110ut1i II¢alf(t I)S1wrlmCnt m 24-- PROPOSED CONTOUR 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND r av P��.>*� N w WATER SERVICE LINE THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING -Y Vent m o OVERHEAD UTILITY LINES FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION 5Y5TEM5 WITHOUT ACCESS MANHOLES SHALL /nspection Port (see Note #4) co -G- Utility SERVICE LINE HAVE AT LEAST ONE (I) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED Utility Pole L� VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC j� \ FENCE MARKING TAPE, ACCESSIBLE TO WITHIN 3' OF FINAL GRADE. PLAN V I EW (tyr .) Date ® TEST HOLE LOCATION at�h'B25In " SEPTIC TANK 5.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A SCALE: I " = 10' 46.6 ST MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, DB DISTRIBUTION BOX AND NOT LESS THAN I % OTHERWISE. O 4 SAS 501L ABSORPTION SYSTEM '♦ve 444 48'82 CQJ UTILITY POLE G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 Q \ „ 2? / CATCH BAST N PVC (OR EQUIVALENT) LAID AZ 0.005 FT/FT.t:.UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED _ -- _-- r �_ -- - �. _AT END OR AS NOTED. _ �b��o w ay o o C j�_ _ - qs P 48 E�" J tHOFM S 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE O N �5o O 6gf'� �� LINDA J., PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ��9 ASSURE EVEN DISTRIBUTION. .� Fr• ( �� l��t,J INTO 4.9.51 r �' F� ✓ c1v1�.,)- -0, . 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES 4 3 �L� J CJ`s Q,14604 '� Q IN ORDER TO PROVIDE A WATERTIGHT SEAL. I' j A O_�L,� ,� ,� „ �JJ Or°F �GISTE�� - _ 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE UMITS OF THE SEWAGE 50. ` l` \_) �a, L!> Sf(0)NAL EAG DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 4 . "c 4 a 5 .51 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 J , ALL SYSTEM COMPONENTS SHALL BE MARKED WITH -"" 5 s \ 50.51 o0 0 Q� � �NOFMAS MAGNETIC MARKING TAPE. 50- _ 50.00 51.711 p o a o� s � P� S+9 50.0 . o� TEPHEN cyN 1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. Paved e A B. t5tm0 40ORE 1111/ e ' < 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF BENCHMARK 5 50 .2 THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT Top of Iron Pipe USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. EL=50.00 (A55umed Datum) \ �// %/// e / . o a a . 0 5 �� i i �Lt�c, 5. ea0 l i O / �l'/ %S Ga 1 �- 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FORTHE SYSTEM AS DESIGNED UNLE55 (-?� ��+`' CONSTRUCTED DSIGNER5 A5 SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THEdroo Ode`J "� Exty oR �oondatxo L� LI 49.75 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE//// �oP B./ ��D SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT 5 i , i i Parcel 3 J AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. / / do �O i ' Area=0.53 Acres OCT `� g 2015 15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 52 / / 1 O" 51 ' i / r �d 49.- DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO, Hor�lllly peck COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIG5AFE, % / ,� t+ / 45 1 "�py(i 58 HEALTH DEPT. -------------- ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT.Oma: Wye r .,1 9a. BENCHMARKa� 10 I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTINGTop Corner Bulkhead �% 8�+'\e� 0 N TP -1 ne r" WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. EL=5 1.8 (Assumed Datum) N N /� 3 'o �� ' 175 �a O, 3J Prepared for: lP J � y � �. L � Yr .52 ' 0 2' � 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY Oo p �� ; "2i _ r j �� 5 6� 3 Josephine Jones (Life Estate) SEPTIC SYSTEM COMPONENTS. 1 OR t " J) ra c/o Bank of America, 30 North Lasalle, Suite 2330, Chicacjo, IL 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE TE5T HOLE LOGS � L,,Z'J 50 USED FOR STAKING, OR ANY OTHER PURPOSES, 2 1 b">1• 4 � �, I O" / 1 ."�ne M 9 ! P 131 Proposed Sewage DI5r05al System 19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE 5ETBACKS AND BUILDING HEIGHT Layer RESTRICTIONS. OWNER 15 RESPONSIBLE FOP OBTAINING SUCH A DETERMINATION FROM THE Sod Color APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. 501LS CAN BE fine -Medium Loamy Sand VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF °,.` SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DE51GN ENGINEER 15 TO INSPECT THE K 501 L5 PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. I CYR 4/G Test Hole # I (EL=5 I .7t) Depth Layer Soil C1a55 Sod Color Comments A fine -Medium Loamy Sand I OYR 3/2 G°-9" B Medium Loamy Sand I CYR 4/G 9"-18" C I Medium Sand I OYK 4/G 30% Gravel 18"-120" C2 Medium Sand I OYR 4/4 Perc @ 47' A_Holy \ Lo #l0 arce 5 Par Three Dr, Yarmouth, MA \\ \' \_ N ° 2 \o, �N 52 Prepared by: cf I ne 65� 3 Vent 52.32 52.G2 5 51TE PLAN --��_ F�he 5>3 r--5tmg Sept/-- Components to SCALE: 1 " = 20' g?� ,e Abandoned (see Note #22) �(�( M /A 1K R � �( 2 1.) ENGINEER SHALL VERIFY SOILS TO ELEVATION 41 .0± PRIOR TO INSTALLATION OF ANY SEPTIC DATE OF TESTING: 07/29/15 �� COMPONENTS. SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. ; ,,�? INSPECTION NOTE: 0 20 40 GO BOARD OF HEALTH AGENT: AMY VON HONE, YARMOUTH HEALTH DEPARTMENT L=Pd�°�La=a 'P�i Iy:'4/icslt�f'd 22.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND PERCOLATION RATE: L.E55 THAN 2 MIN/INCH IN "C" LAYER PRIOR TO FINAL INSPECTION BY THE SCALE 1 "=20' ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. ENGINEER, SYSTEM NEEDS TO BE COMPLETE P.O. Box201, Brewster, MA 02631 Phone: (508) 896-1513 NO GROUNDWATER ENCOUNTERED INCLUDING BUILDUP FOR COVERS. CAOcean5ide\Par three\Par three -SDS Plan.dwg Date: 05/05/15 1 Scale: As Shown I By: UP I Check: MLA I Project No. OS 15197 r