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HomeMy WebLinkAboutSite plan 7.24.2026oa W All AFT RD Q 3 a o c < 2 A v4gKw0009-_ Z Y � 0 Parkers U River Marshes S��RE cl m Y A Z D l Pmk l/JJ �2 �. LOCUS T BARK LOCUS Thacher_ Beach 5 SNpRE DR ILOCATION MAP NOT TO SCALE I RECORD OWNER: ASSESSORS PARCEL I.D. No. 25-366 #28 LITTLE DIPPER LANE ALBERT J. MULDOON, III 28 LITTLE DIPPER LANE SOUTH YARMOUTH, MA 02664 DEED BOOK 34384 PAGE 262 NOTES: 1. PLAN REFERENCES: 1.1. PLAN BOOK 87 PAGE 31 1.2. PLAN BOOK 304 PAGE 60 1.3. LAND COURT CASE No. 18413 1.4. LAND COURT CASE No. 18414 2. TOPOGRAPHIC AND DETAIL INFORMATION SHOWN HEREON IS BASED UPON AN ON THE GROUND SURVEY PERFORMED BY MERRILL ENGINEERS AND LAND SURVEYORS DURING MARCH OF 2025. 3. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. WETLAND RESOURCE AREAS WERE NOT ENCOUNTERED DURING THE FIELD SURVEY. 5. SUBJECT SITE IS IN THE "R-25" ZONE AS DEPICTED ON THE TOWN OF YARMOUTH ZONING MAP. 6. EXISTING UTILITIES, WHERE SHOWN, HAVE BEEN COMPILED BASED ON OBSERVED ABOVE GROUND EVIDENCE AND AVAILABLE RECORD PLANS AND ARE TO BE CONSIDERED APPROXIMATE. MERRILL ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. 7. NO SEWER/SEPTIC RECORDS WERE FOUND ON THE TOWN OF YARMOUTH ONLINE RECORDS SYSTEM. 8. SEE RESTRICTIONS SET FORTH IN DEED BOOK 929 PAGE 231. 9. SEE EASEMENT RECORDED IN DEED BOOK 1029 PAGE 163. 10. SEE EASEMENT RECORDED IN DEED BOOOK 735 PAGE 373. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "AE (EL11)" OF THE FLOOD INSURANCE RATE MAP, AS SHOWN ON COMMUNITY MAP No. 25001 CO589J, WHICH BEARS AN EFFECTIVE DATE OF JULY 16, 2014, AND IS LOCATED ENTIRELY WITHIN A SPECIAL FLOOD HAZARD AREA. ROOF LEADER -OVERFLOW PIPE SPLASH PLATE 4" HDPE DRAIN PIPE, S= 1.0% 4" PVC INLET 6" MINIMUM - BEDDING STONE DRY WELL NOTES I�_2'-'I SECTION VIEW PROPOSED DWELLING EL. =14.0 PROPOSED FOUNDATION DESIGNED BY OTHERS PROVIDE RESIDENTIAL ZABEL A1800 FILTER OR AN APPROVED EQUAL TO EXTEND TO 12" OF THE BOTTOM OF FOOTING THE TANKS FOR SUPPORT. MAINTAIN AND SERVICE AS REQUIRED BY THE BOARD OF HEALTH AND THE STATE SANITARY CODE; REFER TO 310 CMR, SECTION 15.351 (SEE MAINTENANCE NOTE #15 & #16) PROPOSED MAGNETIC MARKING TAPE OVER SYSTEM COMPONENTS 4"0 PVC SCH 40 L=1 V S=0.02 MIN ELEL� I EL=8.46 10' MIN TO FOUNDATION PROPOSED 2-24"0 COVERS BROUGHT TO FINISHED GRADE F 13 6» fl 3" 14» _Z O� } GAS / `F BAFFLE 6" MECHANICALLY COMPACTED CRUSHED STONE PROPOSED 1,500 GAL. (MIN.) PRECAST CONCRETE SEPTIC TANK W/2 PVC SCH 40 TEES (H-20 LOADING) PROPOSED COVERS RISER AND COVER TO BE SET BROUGHT TO TO FINISHED GRADE & SERVE FINISH GRADE AS INSPECTION PORT FIRST 2' SHALL FINISH GRADE 10.0+ BE SET LEVEL FINISH GRADE PRPOSED 4"0 BACK FILL WITH _ +9 C SCH 40 PIPE 12 MIN. 36 MAX. rPROP. FILTER 4» - CLEAN MATERIAL 1 FABRIC L=12' S=0.01 MIN. O O PVC SCH 40 S 0 =0.01 • TOP EL=8.21 EL=7.92 L=12' MAX. •• •• ®®� ®®® EL=8.09 6 CRUSHED N w EL=7.80• ®®� ®®® w tit INSTALL MA-DEP STONE w N APPROVED EFFLUENT H-20 D-BOX 500-GALLON CONCRETE FILTER (ZABEL OR WITH SPEED LEACHING CHAMBERS z APPROVED EQUAL) LEVELERS �i'=a"i�____4'_10'____ice 1_-0 -i � 10' MIN TO SOIL ABSORPTION SYSTEM (SLAB) 3/4" TO 1-1/2" OF DOUBLE WASHED STONE o - -------------6.83-- - - - - - - - - - - - -- L6 PROPOSED USE (3) 500-GALLON CONCRETE LEACHING REIN. CONC. DIST. BOX CHAMBERS WITH 48" OF DOUBLE WASHED W 5 OUTLETS CRUSHED STONE ON ENDS AND IN BETWEEN (H-20 LOADING AND 12" ON SIDES. - TOTAL EFFECTIVE DIMENSIONS: LENGTH=41.50', WIDTH=6.83', HEIGHT =2.0' (H-20 LOADING) SUBSURFACE SEWAGE DISPOSAL SYSTEM (NOT TO SCALE) STRUCTURE STRUCTURE WEIGHT (LBS) BALLAST WEIGHT (LBS) OVERBURDEN SOIL (LBS) DEAD WEIGHT1 FORCE (LBS) BOUYANCY FORCE (LBS) } 1,500 SEPTIC TANK 21,608 Ibs 0 Ibs 7,166 Ibs = +28,774 Ibs -25,682 Ibs ALL STRUCTURES PRESUMED TO BE EMPTY FOR THIS CALCULATION. NOTES: 1) WATTLES TO BE TIED c WITH ORGANIC FIBER Z TWINE ONLY, NO PLASTIC al OR WIRE. 2) WATTLES TO BE DOUBLE STAKED SECURED WITH MINIMUM 3 STRAW WATTLES 2"X2"X3' WOODEN a STAKES, DRIVEN 18" Imo\ MINIMUM INTO GROUND. I "II \I � �� 1 I ' yyyy•y LIMIT OF WORK - STRAW WATTLE DETAIL NOT TO SCALE FINISH GRADE, VARIES 8" MIN, LOAM COVE CV j I 4" PVC I N LET Dl WASHED STONE DRY WELL DETAIL (NOT TO SCALE) A SYSTEM OF GUTTERS, DOWNSPOUTS AND DRY WELLS SHALL BE USED TO RECHARGE STORMWATER RUNOFF. ALL DRYWELLS MUST BE INSTALLED IN STRATUM OF SAND TEXTURE TO ALLOW PROPER FUNCTIONING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO INSPECT THE SOILS PRIOR TO INSTALLATION. COPYRIGHT CQ BY MERRILL CORPORATION PLAN VIEW NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE, WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION WITH THE EXCEPTION OF ANY REGULATORY AUTHORITY WHICH MAY REPRODUCE IT IN CONJUNCTION WITH THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. ANY MODIFICATIONS MADE TO THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF MERRILL CORPORATION SHALL RENDER IT UNUSABLE. I I I I I I I I cV I (p I I I I I I I NI I I I BOUYANCY CALCS PROPOSED CHARCOAL VENT (FINAL LOCATION TO BE DETERMINED IN THE FIELD) NOTE: CONTRACTOR SHALL CONTACT .8 ENGINEER TO ASSESS EXISTING SOIL MATERIAL PRIOR TO INSTALLATION OF LEACH FIELD 4' OF NATURALLY OCCURRING PERVIOUS MATERIAL OBSERVED GROUNDWATER @EL. 0.8 BOTTOM OF TEST PIT = -0.7 ZONING REQUIREMENTS RESIDENTIAL "R-25" DISTRICT REQUIRED EXISTING LOT AREA 25,000 SF 7,893 SF LOT FRONTAGE 150 FEET 78.0 FEET BUILDING COVERAGE 25% 23.0% (1,818 SF) (WITHOUT STEPS) BUILDING COVERAGE 25% 23.0% (1,818 SF) PROPOSED 7,893 SF 78.0 FEET 24.5% (1,958 SF) 25.4% (2,005 SF) (WITH STEPS) TOTAL LOT COVERAGE 70% 42.3% (3,339 SF) 51.2% (4,040 SF) BUILDING HEIGHT 35 FT 16.1 FT 32.36 FT (PER ARCHITECT PLANS) MINIMUM YARDS: FRONT 30 FEET 32.2 FEET 30.2 FEET SIDE 15 FEET 7.4 FEET 8.8 FEET REAR 20 FEET 28.6 FEET 24.0 FEET SEPTIC DESIGN (NOT DESIGNED FOR A GARBAGE GRINDER) 1. DESIGN DAILY FLOW: 3 BR. x 110 GPD = 330 GPD *USE FOR DESIGN*. 2. SEPTIC TANK: 330 GPD x 2 = 660 GAL. (USE 1,500 GAL. SEPTIC TANK) 3. LEACHING FIELD: P.R. = <2 MIN/IN, CLASS I , E.L.R. = 0.74 GPD/SF TITLE V : (NOT DESIGNED FOR GARBAGE GRINDER) REQUIRED AREA: 330 GPD/0.74 GPD/SF = 446 SF (MIN) USE: THREE (3) 500-GALLON LEACHING CHAMBERS WITH 48" OF STONE ON ENDS AND IN BETWEEN & 12" ON SIDES (6.83'W x 41.51 x 2.0'D) PROPOSED AREA: 6.83'x41.5' = 283 S.F., PLUS 2.0'x(41.5'+41.5'+6.83'+6.83')=193 S.F. TOTAL=486 S.F. CAPACITY: 486 S.F. x 0.74 GPD/S.F. = 360 GPD(D.D.F.) > 330 GPD MIN 4. EXCAVATE ALL MATERIAL 5' ALL AROUND SYSTEM TO C LAYER (SEE SOIL LOGS). REPLACE WITH CLEAN COARSE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255 TO TOP OF S.A.S. (SEE PROFILE). EXCAVATION MUST BE INSPECTED BY THE TOWN AND MERRILL CORPORATION BEFORE SOIL PLACEMENT. SOIL LOGS PERFORMED BY: LARRY CARREIRO (MERRIL ENGINEERING) WITNESSED BY. BARRY LEWIS (YARMOUTH B.O.H.) DATE: APRIL 1, 2026 T.H. #1 T.H. #2 EL. 9.3 EL. 9.3 w FILL w FILL g 0" TO 29" 6.9 g 0" TO 28" 7.0 29" TO 35" � 28" TO 34" O/A HORIZON O/A HORIZON LOAMY SAND LOAMY SAND 10 YR 3/3 6.4 WO 10 YR 3/3 6.5 ILL!35" TO 52" M 34" TO 51 " cr B HORIZON B HORIZON LOAMY SAND LOAMY SAND 10 YR 5/8 r, n 10 YR 5/8 5 PERC 0 52" PERC = 52" TO 120" 2 MIN/IN. 51 " TO 120" C LAYER C LAYER MED. SAND MED. SAND 2.5 Y 6/2 2.5 Y 6/2 = I U.0 U = 1 U. GW ® GW 102' t 102' f GROUNDWATER ENCOUNTERED 0 102"+/- (EL.=0.8) GENERAL CONSTRUCTION NOTES: 1. THE INSTALLATION OF THE SEPTIC SYSTEM MUST BE PERFORMED BY A LICENSED CONTRACTOR. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SECURE ALL NECESSARY STATE, MUNICIPAL, AND UTILITY PERMITS AND VERIFY PROPOSED LOCATION OF UTILITIES WITH UTILITY COMPANIES. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL STANDARDS AND REGULATIONS. 4. CONTRACTOR MUST NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. EXISTING UTILITIES, WHERE SHOWN, ARE APPROXIMATE. MERRILL ENGINEERS AND LAND SURVEYORS DOES NOT GUARANTEE THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN OR THAT ALL EXISTING UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. 5. CONTRACTOR TO NOTIFY MERRILL ENGINEERS AND LAND SURVEYORS OF ANY INCONSISTENCIES ON THE PLAN. NO CHANGES ARE TO BE MADE IN THE FIELD ASSESSORS PARCEL I.D. No. 25-3621 WITHOUT THE APPROVAL OF THE YARMOUTH BOARD OF HEALTH AND MERRILL ENGINEERS & LAND SURVEYORS. 25-3631 ASSESSORS PARCEL I.D. IN L #48 LITTLE DIPPER #56 LITTLE DIPPER IN 6. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE YARMOUTH BOARD OF HEALTH AND MERRILL ENGINEERS AND NiF PETER J. KILMARTIN NlF STEPHEN CANOVA DEED BOOK 13673 PAGE 213 LAND SURVEYORS TO BE NOTIFIED OF ANY INCONSISTENCIES NOTED IN THE FIELD. REVOCABLE TRUST 7. ALL YARD WASTE & DEBRIS SHALL BE DISPOSED OF OFF SITE AT AN APPROPRIATE FACILITY. THE YARMOUTH BOARD OF HEALTH & BUILDING INSPECTOR DEED BOOK 24989 PAGE 328 MAY REQUIRE PROOF OF DISPOSAL. 8. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO BE PAVED OR OTHERWISE TREATED AS NOTED ON PLAN, SHALL BE GRADED WITH 4" OF SCREENED S8718'45"E STOCKADE FENCE 78.0 LOAM AND SEEDED. 9• ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. IXlS11NG SHED TO _9 LOT AREA EXISTING CESSPOOLS TO BE PUMPED DRY, FILLED IN 10. THE INSTALLER WILL PROVIDE 48 HOURS NOTICE TO THE YARMOUTH BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS FOR THE BE REMOVED ....... 7,893 SF & ABANDONED PER TITLE 5. FOLLOWING INSPECTIONS: +9.3 9.3+ A.) EXCAVATION . B.) INSTALLED SYSTEM PRIOR TO BACKFILL , - ---- - - PROPOSED PATIO _� LIMIT OF WORK 11. THERE WILL BE NO BUOYANT FORCES ACTING ON ANY COMPONENTS OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM. ��-� (PERMIABLE) 12. THE CONTRACTOR SHALL ENSURE ALL COMPONENTS OF THE SUBSURFACE SEWAGE DISPOSAL SYSTEM HAVE A MINIMUM OF 10 FT SEPARATION TO WATER N 1 a, - PROPOSED 2' DIAM. DRYWELL . SUPPLY LINES +9.7 DECK o WITH 2 OF STONE ALL " 13.INSTALL RISERS WITH COVERS TO WITHIN 6 OF GRADE ON ALL SEPTIC COMPONENTS UNLESS OTHERWISE NOTED. o ' ■ ■ ■ "� AROUND (TYP. OF 4) 14. THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED SYSTEM. PAW TO IX/S1 BE I�EiIlOVEO BE `,o 41-0,0 �0 2B.0 ti' : LAWN PROPOSED UTILITY PADS 15. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY. THE TANK SHALL BE PUMPED WHENEVER NECESSARY TO ENSURE PROPER FUNCTIONING OF THE R.S. 11.01------- SYSTEM. PUMPING IS REQUIRED WHENEVER THE TOP OF THE SLUDGE OR SOLIDS LAYER IS WITHIN 12 INCHES OR LESS OF THE BOTTOM OF THE OUTLET 1p 165, - TEE OR THE TOP OF THE SCUM LAYER IS WITHIN TWO INCHES OF THE BOTTOM OF THE OUTLET TEE. PUMPING FREQUENCY IS A FUNCTION OF USE AND IS ASSESSORS PARCEL I.D. No. 25-365 r'y■ ■ ■ ■,,,y 11 = LO - M RECOMMENDED ON AN ANNUAL BASIS. #32 LITTLE DIPPER IN NIF/ ROBERT W. SPELLMAN LPT: ' - I I . ■ • ■ ■ • ■ • ■ • • 6........: �F N , x 16. AN EFFLUENT FILTER: INSPECT ANNUALLY WHEN THE TANK IS INSPECTED. CLEAN FILTER BY SPRAYING WITH A HOSE SO THAT THE RUNOFF DRAINS INTO DEED BOOK 31093 PAGE 303 v LPT: c I I 3.0, PROPOSED � a U THE SEPTIC TANK. � �' q a M 17. THE SEPTIC TANK, DISTRIBUTION BOX & LEACHING CHAMBERS ARE DESIGNED FOR VEHICLE (H-20) LOADS. IX/S11NG HOUSE TO �, BE DEAIOUSHED 1Q II i i=14.0 a w 18. ELECTRIC, TELEPHONE AND CABLE UTILITIES PER UTILITY COMPANY REQUIREMENTS. Q a7': SLAB wn" M 19. MERRILL RECOMMENDS PROPERLY DESIGNED FOUNDATION DRAINS, BY OTHERS, FOR EVERY STRUCTURE WITH A BASEMENT. =11.1 ii� h 0 20. CONTRACTOR TO CONFIRM GROUNDWATER ELEVATION AT FOUNDATION PRIOR TO CONSTRUCTION. `n 74 ' 15.0' 8'S N 35.0' 8.8' o "n 04 a a 21. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE GRADING AROUND THE FOUNDATION MEETS THE REQUIREMENTS OF THE MASS. STATE BUILDING POST --- ��+11.0+■■•• ,■•. +11.1 o � w n q CODE AND THE INTERNATIONAL RESIDENTIAL CODE (IRC 2009) SECTION R401.3. THE GRADE SHALL DROP A MINIMUM OF 6" WITHIN 10 FEET OF THE • • C011'D PORCH ?I I .. ..... *� w C) z w Q FOUNDATION AS REQUIRED TO ENSURE WATER DRAINS AWAY FROM THE FOUNDATION. ADDITIONALLY, THE MINIMUM DISTANCE FROM FINISH GRADE TO ANY U-)PR t, o I L WOOD FRAMING/CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE MASS. STATE BUILDING CODE AND THE IRC 2009. A i �,y rF-,+ 22. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT CONSIDERED AN CB/DISC DRIVEWAY I : _1 PROPOSED 1,500 IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES. N o -L2 10 GALLON SEPTIC TANK (H-20) 23. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY. - - -- -- 10'MIN. THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON -SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF PICKET FENCE 10 MIN. Y IPb -- -- p q" S� TP1 WATER SERVICE TO BE CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL 70 EXrsnNG DRVEWAY & EM ; + _ --- -- -- ---- 6+ r� RELOCATED OR SLEEVED NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 - 310 CMR SECTION 15.255 (3) AND SHALL HAVE • 'Op, WALKWA>5 70 BE RECONFIGIV�O•� VENT I: . I i LAWN PICKET IF WITHIN 10 OF PERCOLATION RATE OF BETWEEN TWO AND FIVE MINUTES PER INCH, BEFORE AND AFTER PLACEMENT. , 143.04 I I o � ---------------- - ws _-- -_y__-- ENCE PROPOSED SEPTIC I SYSTEM PER TITLE 5 CB/DISC _ up"" , _I 00' N87' 18 45 _ THREE (3) 500-GALLON SEPTIC MAINTENANCE NOTES MB MB+&3 s. PROPOSED D-BOX (H-20) moo" LEACHING CHAMBER SYSTEM 6.83 W x 41.5 L x 2.0 H 1. EVERY SEPTIC TANK SHALL BE PUMPED WHENEVER NECESSARY TO ENSURE PROPER FUNCTIONING OF THE SYSTEM. PUMPING IS REQUIRED BENCHMARK- LITTLE DIPPER LANE WHENEVER THE TOP OF THE SLUDGE OR SOLIDS LAYER IS WITHIN 12 INCHES OR LESS OF THE BOTTOM OF THE OUTLET TEE OR THE TOP NAIL IN UTILITY POLE EL=10,10 /`�'�,` I � PUBLIC -VARIABLE WIDTH 0 (SEE DEED BOOK 2247 PAGE 93) OF THE SCUM LAYER IS WITHIN TWO INCHES OF THE BOTTOM OF THE OUTLET TEE. PUMPING FREQUENCY IS A FUNCTION OF USE AND IS z, EDGE OF PAVEMENT RECOMMENDED ON AN ANNUAL BASIS. SEPTIC SYSTEM INSPECTIONS 20 0 20 40 60 SCALE IN FEET 1. THE CONTRACTOR WILL PROVIDE A 48 HOUR ADVANCED NOTICE TO THE BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS PRIOR TO NEEDING INSPECTIONS. 2. NOTIFY BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS TO INSPECT THE BOTTOM OF HOLE FOR THE FIELD AND SEPTIC TANK (IF REQUIRED) PRIOR TO PROCEEDING WITH THE INSTALLATION. 3. NOTIFY BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS PRIOR TO BACKFILLING OF SYSTEM. THE CONTRACTOR IS NOT ALLOWED TO BACKFILL ANY COMPONENT OF THE SYSTEM UNTIL THE BOARD OF HEALTH AND MERRILL ENGINEERS AND LAND SURVEYORS HAS VERIFIED THE SYSTEM. merrillinc.com REVISIONS: I I I I I I I I I I DRAWN BY: LAC DESIGNED BY: CHECKED BY: BKL TMS SCALE: 1 " = 20' STAMP: ►►►x*AAAA4� g BRADLEY K. LEMONT NO. 56605 %941 ►►►� S U R� ♦vvv OF 84S TIMOTHY M. SANTOS CIVIL N NO. 45078 �fl�O�AI Eft • Merrill Engineers and Land Surveyors 427 Columbia Rood Hanover, MA 02339 781-826-9200 362 Court Street Plymouth, MA 02360 508-746-6060 448 N. Falmouth Highway North Falmouth, MA 02556 508-563-2183 Marine Division: 26 Union Street Plymouth, MA 02360 508-746-6060 PROJECT #: 25-059 PROJECT: PL 0 T PLAN ASSESSORS PARCEL I.D: 25-366 #28 LITTLE DIPPER LANE YARMOUTH, MASSACHUSETTS CLIENT: AJ MULDOON 430 11TH STREET NE WASHINGTON, DC 20002 DRAWING PATH: H:\25-059\DESIGN\25-059 PP.DWG DATE: JULY 24, 2026 PROPOSED DWELLING & SUBSURFACE DISPOSAL SYSTEM SHEET 1 of 1 © Merrill Corporation