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Home My WebLink AboutEngineered Plan - 20141 TOP OF FOUNDATION F -L=53.3 I \, 24' diameter• concrete covers D -Box [ TWENTY ONE (2 1) ADS ARC3GHC (3G I GBD2) LEACH CHAMBERS IN BED CONFIGURATION IN THREE (3) ROWS OF SEVEN (7) UNITS EACH - 35' N N tb N Eristmg d` ExrSCing N � 5- G95 13a1Ne 47.80 /r7sF--Cb017 Port (5ee Note #4) Longest Run I TWENTY ONE (2 /) AD5 ARC36HC 2'-+ 12' --} }-- 6' 9' --# (36 / 6BD2) LEACH CHAMBERS IN BED PLAN VIEW DB -6 CONFIGURATION WITH THREE(3) ROWS FX15TING /000 GALLON (11-20 Rated) OFSEt/EN (7J CHAMBERS SCALE: I"= 10' Sf)'T/C TANK D -BOX LEACH 01AMBfR5 EL =40, 6+ atom of Test hole FLOW PRO FIL NOT TO SCALE �- --------- l BENCHMA RK Back Center Catch balm CONSTRUCTION NOTE� =EL_ 50.00 1A55umed Datum J 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): 0 STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND 1 EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT 50 AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. r 23g c 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLN ED IN A LOCATION WHERE THERE IS POTENTIAL FOR` VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. If UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 4 trees 5S90 O6//,c % 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. �� >2 "''� s , 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN C" OF FINAL GRADE. LEACHING �a O FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC Q i O MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE.` O 18" tree YARMO UTt1, MA Q v 0 Black Th-- ,a. LNOT TO SCALE I .) Assessor's Map 32 Parcel 8 2.) Certificate # 1 12547 I. 3.) Land Court Plan 227 13-15 4.) This property is not in a Zone II of a Public Water Supply 5•) Flood Zone: C 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A nj^off 4°`I" Or c� �v i MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILRING TO THE SEPTIC TANK, � � �t �- � -- 28 tree AND NOT LESS THAN I% OTHERWISE. 1 = G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 -`_- - o i' 9 3 50 PVC OR EQUIVALENT)LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED�' 6 n7 R AT END OR AS NOTED. 19•�"S�� t'1� � , ^ O�c` f 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE f PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER, TESTED TO LOT 3 ASSURE EVEN DISTRIBUTION. 1 t F fi � zo 4"tree eArea- !4 375 S. 0 •cs / 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES �� t° c 1�0 S o H IN ORDER TO PROVIDE A WATERTIGHT SEAL o !1 bv��° fi'7 1 0 c 9. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE a '<"`h`` } o l wti y DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THESYSTEM. t o L k v t 1 OR R 2 O. IN ACCORDANCE WITH 3 I O CM 15.2 I ALL SYSTEM COMPONENTS SHALL BE MARKED WITH O T MAGNETIC MARKING TAPE. 1, iDB 1 1.) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. , I 1� TP -1 18" tree J 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL. RECEIPT OF THE CERTIFICATE OF COMPLIANCE THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT 52 14" tree SYSTEM DE5IGN CALCULATIONS �t. USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. L l Cesspool SEWAGE DES/GN FL OW REQUIRED.• 3 6EDROOMDWELLINGQ U / �� electric post1)5 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS / /0 GPD/BEDROOM = 330 GPD REQUIRED NSga 52 y {`-�� rJjrJ� CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE 28, U 4 *tree / onj 3 o DESIGNER. O, 5EWAGEDES/GNFLOWPROI/IDED.• TWENTYONE 2/ AD5UNlTS/NBED ( ) W 18 tree 1 2" treeA . CONF16URAT/ON. .; 4.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE 5(15t1V,5ept1c Tank to be S. BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE Vt = ((3301074)/(4.(5FTZ/FT)/5.0 LFJ 16.6 AD5 UNlT5 Ubbzed (5ee Note #22) 14" tree SEWAGE DISP05AL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT REOU/RED (2/ PROVIDED) AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. �l I 373 GPD PROWDED > 330 6PL9 REQUIRED Fasting 5eptrc Components to !J I hey 15.) be Abandoned (5ee Note #2 5C LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR , DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO SEPilCTANKCAPAC/TY)WQUIRED: 330GPDX200%= 660GPDREQUIRED COMMENCEMENT Of ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, SEPTIC TANK CAPAC/TYPROI/IDED. EXIST/NG /000GALLON SEPT/C TAMK ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING A GARBAGED/5P05AL 15 NOT PERMITTED WITII TH15 DE5/6N FLOW 5 I E PLAN WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATIONOFANY C, SCALE: I " = 2O' SEPTIC SYSTEM COMPONENTS. TEST HOLE LOGS 18. INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT UL- USED EUSED FOR STAKING, OR ANY OTHER PURPOSES. 19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF i Test .Hole #I (EL=5I.G_) LEGEND Depth Layer Sod Class Sod Color Comments 0'-5" Fill PROPOSED CONTOUR w WATER SERVICE LINE 5'-G" A Medium Sandy Loam I OYK 2/2 G G..- 1 O" E Mecum Loamy Sand I o)R 5/2 FENCE 10"-32" B Fine Loamy Sand I OYK 5/G DB 32"-132" 1 Cl I Fine Sand 1 OYK G/2 I Perc @ G8" '�i,r.iouth Hea th Departrr:La�t INSTALLER TO VERI fY THE LOCATION OF ALL PR VE UNDERGROUND AND OVERHEAD TILITIE5 _ PRIOR TO THE START OF ANY EXCAVATION .k ACTIVITIES AND RELOCATE AS NECESSARY Nn."^. Date (SEE NOTE # ! 5) - FLOOK PLAN NOT TO-5CIE J Prepared fUr`:"", Carol Frazier 24 South Sea Ave., Yarmouth, MA Proposed Sewage Dspo5al System 24 South Sea Ave., Yarmouth, MA Prepared by: OMUC P.O. Box201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 0611 2114 Scale: As Shown By: UP Check: MIA Protect No. OSI 405 I LEGEND EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE "= EXISTING CONTOUR 24- PROPOSED CONTOUR w WATER SERVICE LINE o OVERHEAD UTILITY LINES U UNDERGROUND UTILITY LINES G GAS SERVICE LINE 501L EVALUATOR: EDGE OF CLEARING FENCE TP TEST HOLE LOCATION t_� _ SEPTIC TANK " DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM FLOOK PLAN NOT TO-5CIE J Prepared fUr`:"", Carol Frazier 24 South Sea Ave., Yarmouth, MA Proposed Sewage Dspo5al System 24 South Sea Ave., Yarmouth, MA Prepared by: OMUC P.O. Box201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 0611 2114 Scale: As Shown By: UP Check: MIA Protect No. OSI 405 I SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. DATE OF TESTING: 05/29/14 501L EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. INSPECTION NOTE: 0 20 40 GO 21 .) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND ANDBOARD OF HEALTH AGENT: AMY VON HONE, YARMOUTH HEALTH DEPARTMENT ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. PERCOLATION TE: RCO RA LESS THAN 2 MIN INCH 1N "C" LAYER / R PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDU FOR COVERS. SCALE 1 "=2O' 22.) EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET NO GROUNDWATER ENCOUNTERED AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. - - - 5 Plan.d C:\C5N\05-5outh Sea\OS Sauth Sea SD wg FLOOK PLAN NOT TO-5CIE J Prepared fUr`:"", Carol Frazier 24 South Sea Ave., Yarmouth, MA Proposed Sewage Dspo5al System 24 South Sea Ave., Yarmouth, MA Prepared by: OMUC P.O. Box201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 0611 2114 Scale: As Shown By: UP Check: MIA Protect No. OSI 405 I