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HomeMy WebLinkAboutEngineer Plan- System 1, 2 & 3EL. 9.3 EL. 8.0 EL. 7.3 EL 5.6 EL. 1.6 EL 0.8 ATER _ TP -2 < SEASONAL HIGH GROUNDWATER TEST PR TP 1 'TEST PR' GRID. EE. i�.5 ONSITE SOIL' EVALUATION ADJUSTMENT GRD. EL ' 10:3 TE S _ LEGEND GENERAL NO SHGW EL, 1:6, `SHGW EL. � LOCUS INFORMATION DEPTH TO OBSERVED WATER 9:5 TTING AND CONSTRUCTION OF THE SEWAGE MAY 20 2021 1 THIS PLAN IS ONLY INTENDED FOR THE PERMI A SANDY LOAM 10YR 2/1 B1 LOAMY SAND 10YR 6/8 B2 LOAMY SAND 10YR 6/4 C MEDIUM SAND 2.5Y 6/3 12" EL. 10.5 28"EL 9.1 36" EL. 8.4 56" 104" 114" C, 4 A SANDY LOAM 10YR 2/1 B1 LOAMY SAND` 10YR 6/8 B2 LOAMY SAND 10YR 6/4 C MEDIUM SAND 2.5Y 6/3 DATE. _ MIW-29 WORK. TEST BY* BSC GROUP, INC. INDEX WELL DISPOSAL SYSTEM" AND ASSOCIATED SITE CURRENT OWNER: WILLIAM P. HART UNSUITABLEWITNESSED BY: PHIL RENAUD WATER LEVEL RANGE ZONE A 1 00 AND BEVERLY C. HART 0:310 CMR 5.0 8:24 CONSTRUCTION AND MATERIALS SHALL CONFORM T MATERIALS- DEPTH ®INDEX WELL ON 4-27-21 2. ALL CONSTR " SOIL EVALUATOR. TODD MACDONALD LICENSED 12 MOVED 0 BE REGULATIONS. T B HEALTH REG LA 1.7 YARMOUTH' BOARD OF � R LEVEL ADJUSTMENT CT 123930 PERCOLATION RATE.. < 2 MINS./INC y WATER TITLE REFERENCE. F SOIL CLASS. CLASS 1 DEPTH TO ADJUSTED WATER 8.7* - 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT: OF THE LCP 18413-C PERCOLATION 0.74 GPD S.F: PLAN REFERENCE. L.T.A.R... / s - PROPOSED LEACHING FACILITY. 29 PER YARMOUTH HEALTH DEPT. USE } OR UP TEST RANGE'' ..:ADJUSTMENT... 25 TO 1 OFF Of THE CAPE COD ASSESSORS MAP 4. IF AN 'OVERDIG IS SPECIFIED, REMOVE' ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE PARCEL: 298 PROPOSED SYSTEM #9 7 `z MATERIALS: 37" ESTIMATED / • _Z SEASONAL HIGH LEACHING'FIELD = RELOCATED ! ZONING' DISTRICT. R-25 _ c1 'GROUNDWATER WATER LINE: 29 X 42 -„ --'t 9.2 V w W_5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF SETBACKS: FRONT 30' INV. IN=7.31,-•-•'"� T� � INV. END=7.10 J� EXCAVATION' NTH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND SIDE 15 0 / , _y OBSERVEDBOT'OF STONE=6.60 R � DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL REAR 20' - GROUNDWATER q}=:• 8.8 NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. LOT SIZE: 25,000 S.F. FORMED ON A REPRESENTATIVE SAMPLE MINIMUM REMOVE AND DISPOSE \ ! A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PER _r PROPOSED DISTRIBUTION BOX ' - q - 4 SIEVE: SUCH ANALYSES • _BENCHMARK. T� -- s °� EX. WATER LINE, z�i --. _ OF FILL UP TO 45% BY WEIGHT MAY RETAINED THE # EXISTING TOTAL LOT AREA. 60,286f S.F. GY y p. : � "Q INV._O 7.58 P.K. NAIL SET IN � --- �dNV. OUT=7.4 ' MUST DEMONSTRATETHATTHE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: PAVEMENT (EL. 10.21) SH 0 �z �O -® b f NITROGEN SENSITIVEZONE: NOT A ZONE 11 ;4. \, ..� 9- GR... _,q V--\ -....�.......:,.'�..,.,..,..,,...,. .100%MUST. PASS #4 SIEVE. NO GW ( d 40 MIL 9 ,} , . `� `� 2 -COMPARTMENT' TANK 10% MUST PASS #50 SIEVE FEMA FLOOD OBSERVED BRE QUT LINER 16 1' ZONE DISTRICT: X" & "A -20%E" ELEV=11.0'# 6.60 0-5% MUST PASS #200 SIEVE OVERLAY DISTRICT: HMOD-11rfl T 7:81 oI� : INV. T=7.63 I : PLANS ARE APPROXIMATE. THE ENGINEER DOES' 1 � 6. EXISTING' UTILITIES WHERE SHOWN ON THE TOTAL T 4 S � I � ® r '�'`'�'" _a` �: '�.:` �:. �..�'-' 1 • � NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES, ARE SHOWN. % 60 286± S.F. i .:: ;' . 1 1 IN TION ; ; II y CONTRACTOR SHALL VERIFY THE SIZE. LOCATION AND ELEVATION OF INVERTS OF UTILITIES 46 BEDROOMS PORT 5 5 1 l 0 I s C, AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF I VENT WITH SYSTEM #1 : �0 1 le l ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR !CHAROOAk FILTER' s ".'-• -` � �' � SHALL NOTIFY THE ENGINEER IMMEDIATELY. r r CALCULATIONS � C � /� � � INSPECTION SCHEDULE: SIGN IJALl1 U L/ 1TI O N S� PROPOSED SYSTEM 2 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED DESIGN # _ y, CRAi3ii. 7 10.7 F12,4 i ,' LEACHING FIELD ' # CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AN0 Nv. 40' x 54' 1: THE ENGINEER IS TO INSPECT THE BOTTOM OF DESIGN FLOW.- SYSTEM #1 ' - _ , SPA • 1I}I � la Sj CRRi�. �IA9 ' : `1 SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN. SERVICE. FADE 11NV. IN=7.07 GPD STEIN i - r -7 m - 101, 0i r INV. END=6.8o LEACHING FIELD EXCAVATION. ROOMS ® 110 GPD BEDROOM 880 OF SEPTIC SYSTEM < SYSTEM 4 > { 8 BED / pera++6 valid for REPAlR # � ri,r , : � x" _ a+ - .41:1 tCi2. ti<i2 °\ OT OF STONE=6:30 � CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS: STATUTE CHAPTER 82, SECTION s ami twcal sePtk rariaoees 1,0 4 ° B. 2. THE ENGINEER IS TO INSPECT 40 MIL BREAKOUT ONLY,`dne to State `� ' � SP 110t.� 0.3, 20\j \ REQUIRED SEPTIC TANK and aval +s rei+tA for : 40 (t-888-344-7233) A MINIMUM 9F 72 HOURS PRIOR TO THE 'START OF CONSTRUCTION. Board of Health review a aPPr , o. " t .. RF04,. 204y - LINER furors additroar/reaovatwns/atter#tioaa t. { „ FAILS +Lay t O i 1 Q.7 . . - ! " 2 640 GALLONSGARBAGE GRINDER. INSTALLATION OR 880 GPD X 300% dlor s1 larerldwsll+pt\ t aacilUesaa Fas �_. -, - ..: •,` � 9. THIS SYSTEM ISNOT-DESIGNED FOR THE USE OF ENGINEER IS TO INSPECT THE 3/4 TO 1 -1/2 - NI 3 000 GALLON 2 -COMPARTMENT SEPTIC TANK sewage t 1 3. THE ENGINE USE ;> 1� USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). LEACHING FIELD STONE SIZE a ILITY Yarmouth Health pepartmeat : 143 " \ CAWL \ `e, _ OF REQUIRED LEACHING FAC '' L 6.0' ) r. ^` p VED } { N SPACE COORDINATE BITUMINOUS CONCRETE REPLACEMENT E ENGINEER IS TO PROVIDE AN AS -BUILT PLAN. APPROVED 4 MIL v ` L , I 10. CONTRACTOR TO COORD 4TH DESIGN PERC. RATE: <2 MIN/INCH BREAKOUT INER ` kO n, 40 MIL ' LONG TERM APPL RATE: 0.74 GPD/S.F. TOP 7.57 F3L 7 R :.::'? ' BREAKOUT LINE /� _7 BOT 6:30 I x? 880 GPD- 0.74 GPD S.F., - 1,189 S.F. 1(6l-� TOP=7.57 /i�i� j X47% B-11 r J . SYSTEM #2` T=6.60 ° �� l W *** CONTRACTOR TO PROVIDE 48 HOURS NOTICE TO be 1PAS E > y ENGINEER FOR ALL INSPECTIONS. CITE OF LEACHING FACILITY PROVIDED Nast:. I.: FLO04J SPACE WATER LINE USE A 1,218 S.F. LEACHING FIELD (29 X 42 X 6 DEEP) p'1,` I EXISTING WATER LINE LOCATION IS APPROXIMATE AND MAY NEED BOTTOM / EFFECTIVE LEACHING AREA = 1,218 S.F. loll i - ' ' 6 N TO BE FURTHER RELOCATED BASED UPON SITE CONDITIONS. \ :. 8.4 INV_ 1,218 S.F. X 0.74 GPD/S.F. = 901 GPD (INSTALLED CAPACITY) I 901 GPD > 880 GPD (21 GPD RESERVE CAPACITY PROVIDED) I __ _ a 1 11 3} 0: AU Y 11 I \ L W.o wv,= 105, 2 . ; TYPICAL SYSTEM PROFILE 1 •� I I { .4 1QFr. 20 � 3 )I"r; 10.7 Q 2G7, 207 , I NOT TO SCALE DDESIGN CALCULATIONS 2 I � 4 T 1' ' r 2 8 I W' 4" SCH. 40 PVC ? I 0.0 ✓ C:O. FAILS 1T P� EL,=12.4 L=1 FT. t 1 J DESIGN FLOW - SYSTEM #2 � t • 10,5 x 03 ` s� lx -1 ...�T;. 'S ....--` I 7 F.F. :-�, r •�- _. ,, f t„ r FIRST PIPE .LENGTH -r l - o j:o PROPOSE!� PROPOSED .5.000 A N F LCiOR TO BE .SET LEVEL S ® 110 GPD BEDROOM = 1,540 GPD F!0 F 14 BEDROOM / V 1 i 1 ui DISTRIBUTICN OX -COMPARTMENT AN 124t'c j _ FOR MIN. 2' VENT EL= 4" SCH. 40 PVC P .r S=0.0 FT. FINISH GRADE ( 71:i INV. IN=7.65 INV. 1N=8.10 P vE r DRAiNA FgFt 5=0.02 EL 9.9 - 10.7 W/CHARCOAL REQUIRED SEPTIC TANK ^ c I {_ INV. OUT=7.48 INV. OUT=7.85 a POOL r T IN FILTER D X 300% = 4,620 GALLONS I �I 4" SCH. 40 PVC 1,540 GP j w l 1 Fl i O a..t iL b USE} USE 5,000 GALLON 2 -COMPARTMENT SEPTIC TANK `�j I 4 s 7tt I I E *OO x TOP OF LEACHING FIELD = 7.81 OBS I SIZE OF REQUIRED LEACHING FACILITY ( I s L. x _ _ L f EXfST, 10:4 ° I \ FA7ta - 7 EXIS,9 1=7.63 1=7.31,1=7.10 g• DESIGN PERC: RATE: <2 MIN/INCH L } I LeRA� i LONG TERM APPL RATE: 0.74 GPD/S.F. '? { \ I i 1=7.88 1=7.58 1=7.41 XMRWEL 6.60 n w VENT W/ I )' H-20 0' 1,540 GPD : 0.74 GPD/S.F. = 2,081 S.F._I CHARCOAL , ? ¢¢ DIST. BOX STONE 5.0' SEPARATION I I FILTER / I i 108, 109, %7 3,000 GALLON, H-20 SIZE OF LEACHING FACILITY PROVIDED C j v : x 2 -COMPARTMENT SEPTIC TANK s t 5 I � iA7, 17f> 77 EL. 1.60 P Z, p� : EST. HIGH GROUNDWATER 3 fy ` I '� � t a.. # 1 2O9' Zti), � II MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED USE A 2,160 S.F. LEACHING FIELD (40' X 54' X 6" DEE){{ j PROPOSED SYSTEM #3 -T1 7 IN THE TRENCH OVER ALL PVC PIPING BOTTOM/EFFECTIVE LEACHING AREA = 2,160 S.F. 3 1 � LEACHING FIELD uT 7 POOL IN X = ail , 1, JIOI-#'12 CAPACITY) I I ;' I --c ��Of? � � DEMO PORTION INV. IN=7:06 M11 2,960 S.F. X 0.74 GPD/S.F. = 1,598 GPD (INSTALLED C ) I I PS 8 { OF EXISTING INV. END 6.89 I 114_ 116 GPD > 1 540 GPD 58 GPD RESERVE CAPACITY PROVIDED) } I I „4• CONOREfE 7 1BOT OF'STONE=6.39 1• 212 1,596 c - I _ FOR POOL _ r #2 TYPICAL SYSTEM PROFILE #2 I aPAC {j #214-#127 4 AaiF INSPECTION ®. EXi57tAiG 7 NOT TO SCALE EXIS'nNG a I -ft PORT BEi335 ci0hi 4" SCH. 40 PVC 2' 40 MIL 7 I 2 STORY j EL=12.§ L=6 FT, I I h3EORf)09 S=0:025 DESIGN CALCULATIONS 3 _ Q ; - Suit DIN � II � BREAIfO!JT LIFER , � F.F. # I 'TOP -7.56 SYSTEM #5 I ( PAIRO $OT=6.39 i I7 FIRST PIPE LENGTH TO BE LEVEL DESIGN FLOW - SYSTEM #3I t EL.=11,8 4" SCH. 40 PVC FOR MIN. 2' VENT 7 d L=171 FT. FINISH GRADE I =0018 EL. 10.7 - 11.3W/CHARCOAL BEDROOMS ®110 GPD BEDROOM 1,430 GPD (INCLUDES 2 -BR MANAGER UNIT) % I t CAG S 13 NENTAL BREAKFAST ONLY I I� I E W w. 1: SFACE j ! I "FLIER SYSTEM 3 4 SCH. 40 PVC CONTINENTAL o Q } I 11.2 it 11.x' #:. # TOP OF LEACHING FIELD = 7.87 OBS I`�' REQUIRED SEPTIC TANK �I \ 3�\. � ;. .`� ..:'�, � ._.e.. � �.�„ �, � - _, fi (( .. GALLONS I? , N 1 I " 6 1,430 GPD X 300% 4,380 GA -, .,v.. TIC TANK 6' e._ ... ;: »- F FLOOe2 Z , : EXi I 1=7.85 1=7.37 I=7.10 USE 2-2,000 GALLON SEPTIC TANKS AND 1-1,500 GALLON SEP P S D 11500 , S�P C/TANK ... ;. . �� 12.7 - I _ 8.40 1=7.65 1=7.48 EL 6.60 GA 7 I-8.10 -T SIZE OF REQUIRED LEACHING .FACILITY: i V mom N=8.10 NVl UT=7.85 T', FLQF2 I v . H-20 0.77 L s € hY. 218 219 I 71;8 e} �._`, F S �. �,�br � j � DIST. BOX STONE 5.0' SEPARATION DESIGN PERC. RATE: <2 MIN/INCH i I .7 PALLS 1 5,000 GALLON, H-20 LONG TERM APPL RATE: 0.74 GPD/S.F. F, _ FL r O {11.5 l 4 .T I I U, NOTE: 2 -COMPARTMENT SEPTIC TANK 1,430 GPD :0.74 GPD/S.F. = 1.932 S.F. ITS 1-7 12.2 Q S 0 EL: 1.60 OFFICE , MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED EST; HIGH GROUNDWATER I` JPASSEs S 4,i1 a SIZE OF LEACHING FACILITY PROVIDED - I 4 10.5 2 -" 714, i12, I \ IN THE TRENCH OVER ALL PVC PIPING " I .j # �rt"S ; : � ...,.. t-���. ..-- - 207,. 214, USE A 308 S.F. LEACHING FIELD (34' X 58' X 6 DEEP) I SLE VE SEWER LI ,'ERI 215, 2Pt, 2 W 1 10 OF WA 1 x VIN � o PItQ S � � ��,� AL SYSTEM PROFILE 3 BOTTOM/EFFECTIVE LEACHING AREA = 1,972 S.F. I CROSSING i G TYPIC i DIS B 53 BOX I N > NOT TO SCALE 1,972 S.F. X 0.74 GPD/S.F. = 1,459 GPD (INSTALLED CAPACITY) BEDROOM F• 1,459 GPD > 1,430 GPD (29 GPD RESERVE CAPACITY PROVIDED) g II 11 6L?LLfhO FIs i 1 U - FL 7.36 j 4" SCH. 40 PVC 8 11 LON SEPTIC TANK 4 9,5 = DASLA9E dT GALLON SEPTIC TANK I ELF- L=32 FT. PROPOSED- 2,000 PROPOSED 2,000 ( - ? EL. 12;7 5-0.01 ! INV. IN=8:68 jr 2{ A 4i ; a 9.0' i 115, lye INV. IN=8:60 4" SCH. 40 PVC FIRST PIPE LENGTH ii 11 I INV. OUT=8.43 SPACE'- F. FLOOR 220, 121 INV. OUT=8.35 ¢ -I SGT ti� 4" SCH. 40 PVC L=331 FT. TO BE SET LEVEL I! ?I I , 42,7 FAILS S L=511 FT. l IN = tAPPROX. 11.rt1YEPENfi 1 171 =190 S=0.02 S=o.01 FOR MIN. 2' FINISH GRADE VENT EXISTING SYSTEM #4 II _- "' -a - INV:=9.7 EL 11.1 - 11.5 FILTER RCOAL / e SCH. 40 PVC 11 1 1 1fT. l7VY,=--9.7 r' DESIGN FLOW - SYSTEM #4PAVEMENT y I� 7 4 ( .-., i C.O. ,,---•'�w- ✓" � TOP OF LEACHING FIELD = 7.56 OBS UNIT 8-11 f ! ; _ x 91.4 4 _ l 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD II iI " ` r o --ter = �{ MAXIMUM 22:5 -DEGREE -"1% " x 11.8 BENDS FOR PIPET I I€ LET SEPTIC TANK g LOi EXISTING SYSTEM #5 DESIGN FLOW - SYSTEM #5 UNIT 1-7 7 BEDROOMS® 110 GPD/BEDROOM = 770 GPD - SLEEVE EWER LINE KIT ffEN W - 11 WITHIN 10' SOF WATER FAILS S I✓^r. BENCHMARK: I ; CROSSING _ -- P.K. NAIL SET IN I ' _ - PAVEMENT (EL. 11.47) (I I=9.68 1=8.10 I=8.43 s { J .. L 2,000 GALLON, H-20 1,500 GALLON, H-20 SEPTIC TANK SEPTIC TANK NOTE: - - MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 1=7:53 1=7.36 H-20 11 -OUTLET x. DIST. BOX EL. 6.39 67 TONE 4.79' SEPARATION EL. 1.60 11 EST HIGH GROUNDWATER 6" jH OF Mqs s 0P 9C as ti G �O Nm og XIERAN J.. �. HEALY " .o N0.48135 0 �O�FSS ' �CtSTER��Q,F. OVAL LANG 1�F�f BgtAN t;. � YEa4A�AN. 9/14/21 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER - VILLAGE GREEN MOTEL 33 & 37 SEASIDE VILLAGE ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABL.E COUNTY) SEPTIC SYSTEM REPAIR PLAN JULY 16, 2021 REVISIONS: NO. DATE DESC. 1 9/3/21 BOH COMMENTS 2 9/9/21 BOH COMMENTS 3 9/14/21 BOH COMMENTS SEP 14, ZOZR } FAIT -I rIEPT PREPARED FOR: WILLIAM HART P.O. BOX 39 SOUTH YARMOUTH, MA 02664 ;N BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rr FILE: Projects-YAR\5053500\C\D\5053500-SP.dwg DWG.: 6761-01 SHEET 1 OF 2 JOB. NO: 5-0535.00 17 -0 „ - 1(" %3" r 3" (- -I T ` _ �. .. " 4'-0" 6,-2" 4'-3" MIN ' 6'_5 F� � L 5'-0" y TEE LIQUID TEE W/GAS LIQUID - - UNDER DEPTH BAFFLE ° 4'-9" LOCATE DEPTH ° INLET TEE 7'-0" COVER (TYP) j(D - - OUTLET TEE 01ST - 2ND -»7 -0 UNDER COVER"; 4 __'W/GAS BAFFLE 6" ' COMPARTMENT COMPARTMENT 6" 6 O (1,987 GAL) (970 GAL) ° 6" 10'-5" 5'-1" 6" MINIMUM 3/4" TO 1-1/2 CROSS-SECTION VIEW PLAN VIEW 6" MIN. 3/4" TO 1-1/2" PLAN VIEW CRUSHED STONE CROSS-SECTION VIEW CRUSHED` STONE - - SYSTEM 3 OOO GALLON 2 COMPARTMENT SEPTIC TANK (H-20) 1,500 GALLON SEPTIC TANK (H-20) # 5•-' DISTRIBUTION ` BOX H-20 - DB -9 SYSTEMS 1 & 2 NOT TO SCALE �� SYSTEM #2 NOT TO SCALE [REMOVABLE NOT TO SCALE COVER RAISE INLET AND OUTLET COVERS TO WITHIN 6" OF FINISHED GRADE. THE NOTES: MIN. 20" DIA. COVER, TYP. 5" 6" NOTES: RISERS SHALL BE 18" HDPE. RAISE (2) TO WITHIN 6 OF FINISHED 3 1, SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. - GRADE USING SEWER BRICK AND L SEPTIC .TANK SHALL BE STEEL REINFORCED CONCRETE: 2. SEPTIC -TANK SHALL BE CAPABLE OF WITHSTANDING H-20 , ,' (9) 5" DIA. KNOCKOUTS 2, SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 CONC. COVER LOADING. MORTAR AS NECESSARY 6 MAX. TYP. LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE: CONSTRUCTION 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6" MAX SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 20^ 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALLANDACCESSIBLE FROM TANK 1 00 0 4" 30 " 18" DIA. CLEANOUT WITHIN 12" -0F TANK WALL AND ACCESSIBLE FROM TANK COVER. 8 r a IBI I I , COVER. " 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. „ 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. T} 6 1 e .. JF J.� :. 17._0" 1t _0" _ BOTTOM ON LEVEL STABLE BASE 6" -MINIMUM ,... , 10 rn I� 10" - 3/4" TO 1-1/2" 3" w �I •; 3» � � CRUSHED STONE 30" ._ " : 4' : NOTES: SECTION VIEW PLAN -VIEW 7' MIN. .• 9 2 •. 6 _7 LIQUID » TEE W GAS Q 7' -9 TEE LIQUID:.. W/ GAS MOMPARTMENTOCOM -UNDER DEPTH BAFFLE ` °T 4'-9" LOCATE DEPTH ° 2. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. _ I _ _ - ' ' , INLET TEE 2. FIRST TWO fEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL 7 0 COVER (TYP.)OUTLETTEE - 6'-0" UNDER COVER 3. 'ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 1ST 2ND 6 _ _ _ W/GAS BAFFLE 6 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PARTMENT 6 6 0 0 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. II (3.273 GAL) I (1,597 GAL) .°..' �., II A.rn6 10'-5" 5'-1" 6" MINIMUM 3/4" TO 1-1/2" CROSS-SECTION VIEW PLAN VIEW 6` MIN. 3/4" TO 1-1/2- PLAN VIEW STONE EW CROSS-SECTION VIEW CRUSHED STONE DISTRIBUTION BOX (H-20) - DB -11 - SYSTEM #3 ` IS REQUESTED TO ALLOW A 2:0SETBACK FROM A WATER VARIANCES NOT TO SCALE VARIANCEJ COVERABLE (11) 5" DIA. KNOCKOUTS REQUESTED BUOYANCY CHECK ' 5. 15.211(1) MINIMUM SETBACK DISTANCES: 3p4" 8" ' ' SUPPLY LINE TO A LEACHING FIELD. AN 8.0' VARIANCE IS REQUESTED. d "k .: " MASSACHUSETTS TITLE V x`000 GALLON SEPTIC TANK A VARIANCE °. GROUNDWATER ELEVATION = 1.60 FT 6" 21" DIA. COVER SEPTIC TANK = 0.35 Fr 6. 15:211(1) MINIMUM SETBACK DISTRANCES: DISTANCES: BOTTOM OF 24" 1. 15.211(1) MINIMUM SETBACK D 000 0 70P OF SEPTIC TANK _ 9.52 FT A VARIANCE 1S REQUESTED TO ALLOW A 4.9 SETBACK FROM A WATER SUPPLY LINE TO A SEPTIC TANK. A 5.1 .VARIANCE IS REQUESTED. • A VARIANCE IS REQUESTED TO ALLOW A 9.4 : 8" 30^ WATER 1.60-0.35 FTX 17 7 Fr' = 148.75 FT' SETBACK FROM A FULL BASEMENT TO A LEACHING VOL: OF DISPLACED W ( ) ( X) 7, 15.211 1 MINIMUM SETBACK DISTANCES: T OF DISPLACED WATER = 148.75 FT' X 62.4'LBS Fr' 9,282 LBS O ° FIELD. A 10.6 VARIANCE IS REQUESTED. WEIGH � A VARIANCE IS REQUESTED TO ALLOW A 9.0° SETBACK FROM A' CRAWL SPACE. TO A SEPTIC TANK. A 1.0' VARIANCE 1S REQUESTED. A A WEIGHT OF SEPTIC TANK = 45,440 LBS (FROM ACME SHOREY' CUT SHEET) _ 4" BOTTOM'0 LEVEL , 2. 15.211(1) MINIMUM SETBACK DISTANCES. WEIGHT OF SOIL OVER SEPTIC TANK = (11.5-9.52)" FT X (17)(7) FYI X 85 LBS/FT 8• 15.211(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTSi 6 MINIMUM O STABLE .BASE " » A VARIANCE IS REQUESTED TO ALLOW A 5.9 20,027 LBS : L ABSORPTION SYSTEM TO BE GREATER THAN 36" BELOW FINISHED 3/4 TO 1-1/2 A VARIANCE IS REQUESTED TO ALLOW THE TOP OF .THE S01 FROM A CRAWL SPACE TO A LEACHING CRUSHED STONE SETBACK R SUM. OF DOWNWARD FORCES ACTING ON TANK = 45,440 + 20,027 = 65,467 LBS GRADE. A 12" VARIANCE IS REQUESTED. SECTION A -A j 36" �I , FIELD. A 14.1' VARIANCE IS REQUESTED. THE SUM OF THE DOWNWARD FORCES (65.467 LBS) ACTING ON THE SEPTIC TANK IS NOTES • WILL 9. 15.212(1) DEPTH TO GROUNDWATER: PLAN'VIEW GREATER THAN THE BUOYANT FORCE (9,282 LBS). THEREFORE, THE SEPTIC TANK CES. 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 3. 15.211(1) MINIMUM SETBACK DISTANCES: VARIANCE IS REQUESTED TO ALLOW THE VERTICAL SEPARATION TO GROUNDWATER TO BE 4.79 IN SOILS WITH A PERCOLATION RATE- NOT FLOAT. A Q 2. ` FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL A VARIANCE IS REQUESTED TO ALLOW A 14.1 H OR LESS. A '0.21' VARIANCE IS REQUESTED. 3. ALL PIPE CONNECTIONS- AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT.: SETBACK FROM AN IN -GROUND SWIMMING POOL TO OF TWO MINUTES PER INC 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.. A LEACHING FIELD. A 5.9' VARIANCE IS REQUESTED. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OEIrMSHED GRADE. 4. 15.211(1) MINIMUM SETBACK DISTANCES. A VARIANCE IS REQUESTED TO ALLOW A 9.0 LEACHING FIELD DETAIL - SYSTEM 3 - DETAIL SYSTEM 2 SETBACK FROM A PROPERTY LINE TO A SEPTIC LEACHING FIELD DETAIL SYSTEM 1 LEACHING FIELD TANK. A 1.0' VARIANCE IS REQUESTED. NOT TO SCALE NOT TO SCALE NOT TO SCALE 7 HDPE VALVE BOX 7" HDPE VALVE BOX h" HDPE VALVE 80X VENT W/CHARCOAL VENT W/CHARCOAL VENT W/CHARCOAL FILTER FILTER FILTER 4" PERFORATED PVCPVC 4' PERFORATED PVC W/SCREW CAP TO EXTEND'. DOWN:.. W/SCREW CAP TOREXTEND DOWN W/SCREW CAP TO EXTEND DOWN MIN. 2% SLOPE TO NATURAL SUBGRADE MIN. 2% SLOPE MIN. 2� SLOPE TO NATURAL SUBGRADE TO NATURAL SUBGRADE OVER LEACHING FIELD OVER LEACHING FIELD OVER LEACHING FIELD _12" MIN. COVER 12" MIN. COVER 12" MIN. COVER 4" PERFORATED 4" PERFORATED 4" PERFORATED CONNECT ENDS OF SCH. 40 PVC PIPE CONNECT ENDS OF CONNECT ENDS -0F SCH. 40 PVC PIPE SCH. 40 PVC PIPE LATERALS AND VENT LATERALS AND VENT (TYP) LATERALS AND VENT (TYP.) (TYP.) - 42' 54 4 3 ROFI E PROFILE PROFILE 2" MIN. OF 1/8" TO 1/2 » » 2" MIN. OF 1/8" TO 1/2" » LL4 "N. OF 1/8" TO 1/2- 314" /2" 3 4" TO 1-1/2- DOUBLE WASHED STONE 3/4 TO 1-1/2 DOUBLE WASHED STONE 3/4 TO 1-1/2 LE WASHED STONE DOUBLE WASHED STONE DOUBLE WASHED STONE DOUBLE WASHED STONE CONTAINING NO FINES 4" MIN. LOAM AND SEED CONTAINING NO FINES 4" MIN. LOAM AND SEED CONTAINING NO FINES MIN. LOAM AND SEED >NOTE:. ,NOTE. . " ... `NOTE• GEOTEXTILE FABRIC MAY GEOTEX11LE FABRIC MAY GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR BE SUBSTITUTED FOR BE SUBSTITUTED FOR 2" PEASTONE LAYER 2" PEASTONE LAYER 2" PEASTONE LAYER , 3.5' 4.0' CROSS --SECTION, CROSS-SECTION CROSS-SECTION N �1F '. A ' 9/14/21 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER 3,000 GALLON. 2 -COMPARTMENT SEPTIC TANK(H-20)2,000 - SOUTH YARMOUTH GALLON :SEPTIC TANK -20 - SYSTEM (H ) # 3 REPAIR PLAN JULY 16, 2021 Jj SYSTEM $1 NO. DATE DESC. NOT 70 SCALE 9/3/21 BOH COMMENTS NOT TO SCALE 9/9/21 BOH COMMENTS 3 9/14/21 BOH COMMENTS MIN. 20" DIA. COVER, TYP. - NOTES: MIN. 20" DIA. COVER, TYP. NOTES RAISE' 2 TO (.) SEWER BRICK FINISHED GRADE AND MORTAR AS USING 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. SRAISEEWER B ( TO FINISHED GRADE SEWER BRICK AND MORTAR AS USING :.. L .SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE.. NECESSARY 02673 508 778 8919 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 ,NECESSARY DWG.: 6761-01 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 SHEET 2 OF 2 CONC. COVER LOADING. LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. SHALL BE WATERTIGHT. IF 4, TEES SHALL BE SCH.40 PVC AND SHALL BE LOCATED 4. TEES SHALL BE SCH: 40 PVC AND SHALL BE LOCATED - - WITHIN 12"- OF TANK WALL AND ACCESSIBLE FROM TANK WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. ' COVER." 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 8 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 8" 17 -0 „ - 1(" %3" r 3" (- -I T ` _ �. .. " 4'-0" 6,-2" 4'-3" MIN ' 6'_5 F� � L 5'-0" y TEE LIQUID TEE W/GAS LIQUID - - UNDER DEPTH BAFFLE ° 4'-9" LOCATE DEPTH ° INLET TEE 7'-0" COVER (TYP) j(D - - OUTLET TEE 01ST - 2ND -»7 -0 UNDER COVER"; 4 __'W/GAS BAFFLE 6" ' COMPARTMENT COMPARTMENT 6" 6 O (1,987 GAL) (970 GAL) ° 6" 10'-5" 5'-1" 6" MINIMUM 3/4" TO 1-1/2 CROSS-SECTION VIEW PLAN VIEW 6" MIN. 3/4" TO 1-1/2" PLAN VIEW CRUSHED STONE CROSS-SECTION VIEW CRUSHED` STONE - - SYSTEM 3 OOO GALLON 2 COMPARTMENT SEPTIC TANK (H-20) 1,500 GALLON SEPTIC TANK (H-20) # 5•-' DISTRIBUTION ` BOX H-20 - DB -9 SYSTEMS 1 & 2 NOT TO SCALE �� SYSTEM #2 NOT TO SCALE [REMOVABLE NOT TO SCALE COVER RAISE INLET AND OUTLET COVERS TO WITHIN 6" OF FINISHED GRADE. THE NOTES: MIN. 20" DIA. COVER, TYP. 5" 6" NOTES: RISERS SHALL BE 18" HDPE. RAISE (2) TO WITHIN 6 OF FINISHED 3 1, SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. - GRADE USING SEWER BRICK AND L SEPTIC .TANK SHALL BE STEEL REINFORCED CONCRETE: 2. SEPTIC -TANK SHALL BE CAPABLE OF WITHSTANDING H-20 , ,' (9) 5" DIA. KNOCKOUTS 2, SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 CONC. COVER LOADING. MORTAR AS NECESSARY 6 MAX. TYP. LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE: CONSTRUCTION 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 6" MAX SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 20^ 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALLANDACCESSIBLE FROM TANK 1 00 0 4" 30 " 18" DIA. CLEANOUT WITHIN 12" -0F TANK WALL AND ACCESSIBLE FROM TANK COVER. 8 r a IBI I I , COVER. " 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. „ 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. T} 6 1 e .. JF J.� :. 17._0" 1t _0" _ BOTTOM ON LEVEL STABLE BASE 6" -MINIMUM ,... , 10 rn I� 10" - 3/4" TO 1-1/2" 3" w �I •; 3» � � CRUSHED STONE 30" ._ " : 4' : NOTES: SECTION VIEW PLAN -VIEW 7' MIN. .• 9 2 •. 6 _7 LIQUID » TEE W GAS Q 7' -9 TEE LIQUID:.. W/ GAS MOMPARTMENTOCOM -UNDER DEPTH BAFFLE ` °T 4'-9" LOCATE DEPTH ° 2. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. _ I _ _ - ' ' , INLET TEE 2. FIRST TWO fEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL 7 0 COVER (TYP.)OUTLETTEE - 6'-0" UNDER COVER 3. 'ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 1ST 2ND 6 _ _ _ W/GAS BAFFLE 6 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PARTMENT 6 6 0 0 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. II (3.273 GAL) I (1,597 GAL) .°..' �., II A.rn6 10'-5" 5'-1" 6" MINIMUM 3/4" TO 1-1/2" CROSS-SECTION VIEW PLAN VIEW 6` MIN. 3/4" TO 1-1/2- PLAN VIEW STONE EW CROSS-SECTION VIEW CRUSHED STONE DISTRIBUTION BOX (H-20) - DB -11 - SYSTEM #3 ` IS REQUESTED TO ALLOW A 2:0SETBACK FROM A WATER VARIANCES NOT TO SCALE VARIANCEJ COVERABLE (11) 5" DIA. KNOCKOUTS REQUESTED BUOYANCY CHECK ' 5. 15.211(1) MINIMUM SETBACK DISTANCES: 3p4" 8" ' ' SUPPLY LINE TO A LEACHING FIELD. AN 8.0' VARIANCE IS REQUESTED. d "k .: " MASSACHUSETTS TITLE V x`000 GALLON SEPTIC TANK A VARIANCE °. GROUNDWATER ELEVATION = 1.60 FT 6" 21" DIA. COVER SEPTIC TANK = 0.35 Fr 6. 15:211(1) MINIMUM SETBACK DISTRANCES: DISTANCES: BOTTOM OF 24" 1. 15.211(1) MINIMUM SETBACK D 000 0 70P OF SEPTIC TANK _ 9.52 FT A VARIANCE 1S REQUESTED TO ALLOW A 4.9 SETBACK FROM A WATER SUPPLY LINE TO A SEPTIC TANK. A 5.1 .VARIANCE IS REQUESTED. • A VARIANCE IS REQUESTED TO ALLOW A 9.4 : 8" 30^ WATER 1.60-0.35 FTX 17 7 Fr' = 148.75 FT' SETBACK FROM A FULL BASEMENT TO A LEACHING VOL: OF DISPLACED W ( ) ( X) 7, 15.211 1 MINIMUM SETBACK DISTANCES: T OF DISPLACED WATER = 148.75 FT' X 62.4'LBS Fr' 9,282 LBS O ° FIELD. A 10.6 VARIANCE IS REQUESTED. WEIGH � A VARIANCE IS REQUESTED TO ALLOW A 9.0° SETBACK FROM A' CRAWL SPACE. TO A SEPTIC TANK. A 1.0' VARIANCE 1S REQUESTED. A A WEIGHT OF SEPTIC TANK = 45,440 LBS (FROM ACME SHOREY' CUT SHEET) _ 4" BOTTOM'0 LEVEL , 2. 15.211(1) MINIMUM SETBACK DISTANCES. WEIGHT OF SOIL OVER SEPTIC TANK = (11.5-9.52)" FT X (17)(7) FYI X 85 LBS/FT 8• 15.211(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTSi 6 MINIMUM O STABLE .BASE " » A VARIANCE IS REQUESTED TO ALLOW A 5.9 20,027 LBS : L ABSORPTION SYSTEM TO BE GREATER THAN 36" BELOW FINISHED 3/4 TO 1-1/2 A VARIANCE IS REQUESTED TO ALLOW THE TOP OF .THE S01 FROM A CRAWL SPACE TO A LEACHING CRUSHED STONE SETBACK R SUM. OF DOWNWARD FORCES ACTING ON TANK = 45,440 + 20,027 = 65,467 LBS GRADE. A 12" VARIANCE IS REQUESTED. SECTION A -A j 36" �I , FIELD. A 14.1' VARIANCE IS REQUESTED. THE SUM OF THE DOWNWARD FORCES (65.467 LBS) ACTING ON THE SEPTIC TANK IS NOTES • WILL 9. 15.212(1) DEPTH TO GROUNDWATER: PLAN'VIEW GREATER THAN THE BUOYANT FORCE (9,282 LBS). THEREFORE, THE SEPTIC TANK CES. 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING. 3. 15.211(1) MINIMUM SETBACK DISTANCES: VARIANCE IS REQUESTED TO ALLOW THE VERTICAL SEPARATION TO GROUNDWATER TO BE 4.79 IN SOILS WITH A PERCOLATION RATE- NOT FLOAT. A Q 2. ` FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL A VARIANCE IS REQUESTED TO ALLOW A 14.1 H OR LESS. A '0.21' VARIANCE IS REQUESTED. 3. ALL PIPE CONNECTIONS- AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT.: SETBACK FROM AN IN -GROUND SWIMMING POOL TO OF TWO MINUTES PER INC 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.. A LEACHING FIELD. A 5.9' VARIANCE IS REQUESTED. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OEIrMSHED GRADE. 4. 15.211(1) MINIMUM SETBACK DISTANCES. A VARIANCE IS REQUESTED TO ALLOW A 9.0 LEACHING FIELD DETAIL - SYSTEM 3 - DETAIL SYSTEM 2 SETBACK FROM A PROPERTY LINE TO A SEPTIC LEACHING FIELD DETAIL SYSTEM 1 LEACHING FIELD TANK. A 1.0' VARIANCE IS REQUESTED. NOT TO SCALE NOT TO SCALE NOT TO SCALE 7 HDPE VALVE BOX 7" HDPE VALVE BOX h" HDPE VALVE 80X VENT W/CHARCOAL VENT W/CHARCOAL VENT W/CHARCOAL FILTER FILTER FILTER 4" PERFORATED PVCPVC 4' PERFORATED PVC W/SCREW CAP TO EXTEND'. DOWN:.. W/SCREW CAP TOREXTEND DOWN W/SCREW CAP TO EXTEND DOWN MIN. 2% SLOPE TO NATURAL SUBGRADE MIN. 2% SLOPE MIN. 2� SLOPE TO NATURAL SUBGRADE TO NATURAL SUBGRADE OVER LEACHING FIELD OVER LEACHING FIELD OVER LEACHING FIELD _12" MIN. COVER 12" MIN. COVER 12" MIN. COVER 4" PERFORATED 4" PERFORATED 4" PERFORATED CONNECT ENDS OF SCH. 40 PVC PIPE CONNECT ENDS OF CONNECT ENDS -0F SCH. 40 PVC PIPE SCH. 40 PVC PIPE LATERALS AND VENT LATERALS AND VENT (TYP) LATERALS AND VENT (TYP.) (TYP.) - 42' 54 4 3 ROFI E PROFILE PROFILE 2" MIN. OF 1/8" TO 1/2 » » 2" MIN. OF 1/8" TO 1/2" » LL4 "N. OF 1/8" TO 1/2- 314" /2" 3 4" TO 1-1/2- DOUBLE WASHED STONE 3/4 TO 1-1/2 DOUBLE WASHED STONE 3/4 TO 1-1/2 LE WASHED STONE DOUBLE WASHED STONE DOUBLE WASHED STONE DOUBLE WASHED STONE CONTAINING NO FINES 4" MIN. LOAM AND SEED CONTAINING NO FINES 4" MIN. LOAM AND SEED CONTAINING NO FINES MIN. LOAM AND SEED >NOTE:. ,NOTE. . " ... `NOTE• GEOTEXTILE FABRIC MAY GEOTEX11LE FABRIC MAY GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR BE SUBSTITUTED FOR BE SUBSTITUTED FOR 2" PEASTONE LAYER 2" PEASTONE LAYER 2" PEASTONE LAYER , 3.5' 4.0' CROSS --SECTION, CROSS-SECTION CROSS-SECTION N �1F '. A ' 9/14/21 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER VILLAGE GREEN MOTEL 33 & 37 SEASIDE VILLAGE ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC SYSTEM REPAIR PLAN JULY 16, 2021 REVISIONS: NO. DATE DESC. 1 9/3/21 BOH COMMENTS 2 9/9/21 BOH COMMENTS 3 9/14/21 BOH COMMENTS PREPARED FOR: WILLIAM HART P.O. BOX 39 SOUTH YARMOUTH, MA 02664 ;ffl BSC GRDUP 349 MainStreet - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2021 The 8SC Group, Inc. SCALE: NOT TO SCALE FILE: Projects-YAR\5053500\C\D\5053500-SP.dwg DWG.: 6761-01 SHEET 2 OF 2 JOB. N0:5-0535.00