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HomeMy WebLinkAboutEngineered Plan - 2017SOIL TEST PITDATA ONSITE SOIL EVALUATION VYPICAL SYSTEM PROFILE LOCUS INFORMATION NOT TO SCALE NOT TO SCALE DATE: I APRIL 30, 2014 I TEST BY BSC GROUP, INC. 4" SCH. 40 PVC TEST PIT TP -3 TEST PIT TP -4 EL=A L=8 FT. ZONING DISTRICT: R-25 CURRENT OWNER: DEBORN ENTERPRISES, INC. WITNESS D BY: AMY VON HONE, R.S., C.H.O. S=0.01 GRD. EL - 5.4 GRD. EL 6.5 LICENSE SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. TOP FOUNDATION , SHGW EL 3.15 SHGW EL --- FIRST PIPE LENGTH SETBACKS: FRONT 30 TITLE REFERENCE: BOOK 27814, PAGE 53 PERCOI � ON RATE: 8 MINS./INCH TO BE SET LEVEL SIDE 15' EL= 11.2±_ 4" SCH: 40 PVC REAR 20' PLAN REFERENCE• - BflOK 657 PAGE 47 FILL A/E LOAMY SAND 1OYR 5/1 Bw LOAMY SAND 10YR 5/8 C COARSE SAND 2.5Y 6/3 EL 4:33 23" Ff1R MtN: 2 FINISH GRADE 27" ' N RADIO LANE TE EL 3.50 33" ? S=0.02 EL 8.9-10.3 EL 3.00 45" EL 2.17 I EL -0.25 ncop CI -2 6A FILL A/E LOAMY SAND 1OYR 5/1 Bw LOAMY SAND 10YR 5/8 C COARSE SAND 2.5Y 6/3 �� vv �- •.._ell,� 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH NA PERCOLATION OBSERVED SEE ARCHITECTURAL PLANS l / I / 17 BOARD OF HEALTH REGULATIONS. TEST RANGE = GROUNDWATER t ( t E I 3. THERE ARE NO KNOWN OR PROPOSED LIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LOT 1 A t LEACHING FACILITY. �` ' S7 25,849± S.F. DISTRIDUTI0N B0X DETAIL(H-1 O 8'12 " 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. NOT TO SCALE ! 06 E 50.53' NEW GARAGE HYDRANT FOUNDATION5. IF AN OVERDIG IS SPECIFIED, REPLACE I LL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION tr l o j WITH CLEAN GRANULAR SAND, FREE FR M ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. REMOVABLE 6 °' MIXTURES AND LAYERS OF DIFFERENT CLASSES. OF SOIL SHALL NOT BE USED. FILL SHALL NOT COVER CONTAIN ANY MATERIAL LARGER THAN 2.INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE HDPE RISER k - FOLLOWING SPECIFICATIONS: NEW FOUNDATION 3» 21 � � �-- -�� ---. .��t�,hJ�iExc--" BOUND .TO 100% MUST PASS SIEVE 2" WALLS -� w DECK EL.=13.2 1C� BE SET . V' c; o TOF=12.1 / 10% MUST PASS #50 SIEVE TP 2 BASEMENT chi �; _ � j � 0 2096 MUST PASS #100 .SIEVE r 'vn FLOOR EL.=8.2 ti o 0-590 MUST PASS #200 SIEVE 9-1/2 (5) 5 DIA. k > Z O 0 13" KNOCKOUTS i 10" SONO m 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT 11-1/2" TYP' I d TUBE TTP. \ ;n GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR AREA`F +S N H ES P SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN E 17 ' f V, THE LIMIT of WORK PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE 2" © o j / DISCOVERED.OR FIELD CHANGES REQUIRED; THE CONTRACTOR SHALL NOTIFY THE ENGINEER BOTTOM ON LEVEL 6" MINIMUM PLAN VIEW �n . 1 t ' 1 IMMEDIATELY. STABLE BASE 3/4" TO 1-1 /2" �o to SECTION VIEW CRUSHED STONE rC0j NESP' • 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL ►� ^ I VMS COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. \ IvoTEs: a N RESERVE AREA f 1. FIRST TWO FEET OF PIPE OUT OF GIST. BOX TO BE LAID LEVEL G z 34' X 20' i 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 AT 2. ALLPIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. L 2A 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. \ PUMP` AND A ' � 25x2 5� . � i \ REMOVE EXISTING 2 STORY g � . THIS SYSTEM IS NOT DESIGNED FOR THS. USE OF A GARBAGE GRINDER. INSTALLATION STRI.C,TURE OR USE OF A. �- +h100D FRP,P:,L PROPERTY.� GARBAGE GRINDER AT THIS S NOT ALLOWED PER 310 CMR 15.240(4). STRUCTURE cy ? TO BE 0= N 1S 67' REMOVED m ' 10. PROPOSED UTILITY LOCATIONS. TO. BE COORDINATED WITH CONTRACTOR ANDUTILITYCOMPANIES. 2 j N coo 9 6 •2, =ate \ CONCRETE BOUND TO DESIGN CALCULATIONS DE SET BIORET `ENTION =- < DESIGN FLOWPROPOSED - '� yr. , - j �REA 1,500 GAL _ -J GARAGE'' S` ` LOT 3A ( SEPTIC TANK 12. ' EL 11 25 w A 4 BEDROOMS Q 110 GPD/BEDROOM 440 GPD _ -� - 0 4.6�®25� S.I=.1 I(IN) 8.50 REQUIRED SEPTIC TANK j NEW ` I(OUT)=8.25 I. UNDERGROUND '^- ELEG`TRIC SERVICE + �� • •. ` • z • , 440 GPD X 200% = 880 GALLONS ' USE 1,500 GALLON SEPTIC TANK � ' • • , .: -_ SCHEDULE 0- ELEVATIONS OBSERV k SIZE OF REQUIRED LEACHING FACILITY NE4 GAS SERVICE 5.2 PORT •+ :ti PROPOSED'' s 15 •T _ 4 BEDROOtt o '`� TOP OF FOUNDATION 12.00 A t ` DIST. DWEWNG; PROPOSED o /I = 4" INVERT AT BUILDING 8.74 B DESIGN. PERC. RATE: 8 MIN/INCH ! CHING FIELD .AO R ' .• I BOX F IF ; EL 13.2 DECK LONG TERM ADPL RATE: 0.66 . GPD/SF ( ` 34' X 20' /G T O.F• EL 121 4 INVERT AT SEPTIC TANK (IN) 8.50 C 440 GPD 0.66 GPD SF = 667 SF I U ` �'�- 21.0 2 '` CRAWL SPACE 4" INVERT AT SEPTIC TANK (OUT) 8.25 D / / O v 4" INVERT AT DIST. BOX !N E SIZE OF LEACHING FACILITY PROVIDED +LIGE a » (,)]Z GAS -- 7 4 INVERT AT DIST BOX (OUT) 8.00 F ' o / I y GAS pp USE 34' X 20' LEACHING FIELD ' BOTTOM AREA 34 X 20 _ 680 SF -� G z J ``ems ELEVATIONS AT LEACHING FACILITY: TOTAL EFFECTIVE LEACHING AREA = 680 SF ( ,C ' ``-A``_ GAS 680 SF X 0.66 GPD/SF = 448 GPD INSTALLED CAPACITY 448 GPD > 440 GPD 4" INV. AT START OF to ALS 7,92 G (BRKOUT 8.42) 4" INV AT END OF LATERALS 7.75 H BOTTOM OF LEACHING FIELD 7.25 J / NEW DOMESTIC / J ESTIMATED SEASONAL HIGf GROUNDWATER 3.15 K �. ` t WATER SERVICE N / f LIMITS OF SOUTH O •b+` 80.40 gg N I SEA AVENUE SIRE OO; •� `"- 155.02 - �0' ?! \� - "LAYOUT. SEE SHEET 5 OF 5 IN PLAN � BENCH MARK: NAIL SET IN PAVEMENT BOOED 82, PAGE 13. 3•gg `� r,. ELEV.=5.85 (N.A.V.D. 1988) -� 1,500 GALLON SEPTIC TANK (H-10) S740.3»� e NOT TO SCALENOTE i RAISE AT LEAST ONE EXISTING COVER 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL BE 18". HDPE PIPE 1 VARIANCES REQUESTED 3. ALLDPIPE CONNECTIONS AND CONCRETE CONSTRUCTION» CONC. COVER NONE LEACHING FIELD DETAILS j SHALL BE WATERTIGHT. 6 MAX. NOT TO SCALE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED I WITHIN 12" OF .TANK WALL AND ACCESSIBLE FROM TANK � COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. I _ 4 MIN. 2% SLOPE 2" MIN. OF 1/8" TO 1/2- 10'-6" LEACHING FIELD WASHED PEASTONE 10'-6" a ..; 3/4 TO 1-1/2" E, 10'-0" DOUBLE WASHED STONE ( 4' MIN. LOAM AND SEED 10" = CONTAINING NO FINE _ 5' OVERDIG S 12" MIN. COVER 3. 4' MIN. �; ' :,�:.�:. •.• : �. , •: ,N:•- LIQUID5,-8. 000, 4'-6" LOCATE DEPTH , END CAP w - INLET TEE " UNDER . COVER OUTLET TEE 4 PERFORATED (TYP:} W/GAS BAFFLE 3. SCH. 40 PVC PIPE 3" (TYP.) 70 a .. 36' LEVEL BOTTOM PROFILE PLAN.VIEWVIEW CROSS-SECTION VIEW NOTE• • D GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2" PEASTONE LAYER 5' ~ tr rej• tr..t��t �•1y tr •r N •tr N N �(.4.•t'�tr ��t�1 r f{;,tn�t� t t��r. ��. t�i>•� tr tk�l tj •r tr f• f• fjs •fi t.�'f! trry�' tt tr'trtt•LtG•t• tL«t1{ y t• t•`tr fr frrtr tr ♦r �trt� trsirt5'� tf�t�i+a�'�t�f�'Fitirt�,t�•tl�,�tf •f,R�itw •�s!��� LENS SOIL CLASS: CLASS 1 L=12 FT. Ff1R MtN: 2 FINISH GRADE j LOCUS ' N RADIO LANE TE LT.A.R.: 0.66 GPD/S.F. ? S=0.02 EL 8.9-10.3 MINIMUM LOT SIZE: 25,000 S.F. i° ASSESSORS MAP: 14 NOT TO SCALE I "\N OF AMgss9 a0. 4 SCH. 4o PVC 1, jrPARCEL: .0 9 No. 462064 0 90 FG�S7�P �kr 106.2 106.3 • 2s" SEASONAL HIGH GROUNDWATER NEW •• SYJiEM 282 SOUTH SEA AVENUE IN EXISITING LOT SIZE: 25,215± S.F. NITROGEN SENSITIVE AREA: NOT IN A ZONE II (BARNSTABLE COUNTY) ADJUSTMENT (TP -3) NOVEMBER 1, 2017 Yarmouth Hewlth Department PPS VE, D I�1aL� Date NO. DATE DESC. i=g I=D 1-G END CAP FEMA FLOOD OVERLAY DISTRICT:. NONE ZONE DISTRICT: ZONE AE (EL. 11) AS. SHOWN 36" DEPTH TO OBSERVED WATER 3.75 HEALTH DEPT. :; I=C BARNEY BORNSTEIN I=E I=F' H (508) 509-2755 A` ON PANEL 250001 CO588J 349 Route 28, Unit D IND :• WELL MIW-29 • = 5 OUTLET D -BOX 4.1 SEPARATION © 2017 BSC Group, Inc. DATED JULY 16, 2014 (NAVD 1988) j FILE: P:\prj\4921802\BASEPLAN\4921800-SEP.dwg DWG. NO: 5802-06 VdAT R LEVEL. RANGE. ZONE A SEPTIC TANK SHEET 1 OF 1 JOB. NO: 4-9218.02 42" DEPTH ® INDEX WELL ON 4/24/14 7.84 J 52" WATfR LEVEL ADJUSTMENT 1.5 NOTE EST. HIGH GROUNDWATER HOF DEP TO ADJUSTED WATER 2.25 MAGNETIC, REFLECTIVE TAPE SHALL BE PROVIDED�� CRAIG A. IN THE TRENCH OVER ALL PVC PIPING v FIELD cn LEGEND No.38039 GENERAL NOTES 81" F 77-7 UNSUITABLE ESTIMATED MATERIALS -v SEASONAL HIGH BE REMOVED) GROUNDWATER,2Q" U taNv 1. THIS PLAN IS ONLY INTENDED FOR THEPERMITTING SYSTEM FACILITIES AND RELATED BUILDING AND CONSTRUCTION OF THE SEWAGE DISPOSAL CONSTRUCTION SITE WO RK(TO PROPOSED FLOOR PLAN � �� vv �- •.._ell,� 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH NA PERCOLATION OBSERVED SEE ARCHITECTURAL PLANS l / I / 17 BOARD OF HEALTH REGULATIONS. TEST RANGE = GROUNDWATER t ( t E I 3. THERE ARE NO KNOWN OR PROPOSED LIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LOT 1 A t LEACHING FACILITY. �` ' S7 25,849± S.F. DISTRIDUTI0N B0X DETAIL(H-1 O 8'12 " 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. NOT TO SCALE ! 06 E 50.53' NEW GARAGE HYDRANT FOUNDATION5. IF AN OVERDIG IS SPECIFIED, REPLACE I LL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION tr l o j WITH CLEAN GRANULAR SAND, FREE FR M ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. REMOVABLE 6 °' MIXTURES AND LAYERS OF DIFFERENT CLASSES. OF SOIL SHALL NOT BE USED. FILL SHALL NOT COVER CONTAIN ANY MATERIAL LARGER THAN 2.INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE HDPE RISER k - FOLLOWING SPECIFICATIONS: NEW FOUNDATION 3» 21 � � �-- -�� ---. .��t�,hJ�iExc--" BOUND .TO 100% MUST PASS SIEVE 2" WALLS -� w DECK EL.=13.2 1C� BE SET . V' c; o TOF=12.1 / 10% MUST PASS #50 SIEVE TP 2 BASEMENT chi �; _ � j � 0 2096 MUST PASS #100 .SIEVE r 'vn FLOOR EL.=8.2 ti o 0-590 MUST PASS #200 SIEVE 9-1/2 (5) 5 DIA. k > Z O 0 13" KNOCKOUTS i 10" SONO m 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT 11-1/2" TYP' I d TUBE TTP. \ ;n GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR AREA`F +S N H ES P SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN E 17 ' f V, THE LIMIT of WORK PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE 2" © o j / DISCOVERED.OR FIELD CHANGES REQUIRED; THE CONTRACTOR SHALL NOTIFY THE ENGINEER BOTTOM ON LEVEL 6" MINIMUM PLAN VIEW �n . 1 t ' 1 IMMEDIATELY. STABLE BASE 3/4" TO 1-1 /2" �o to SECTION VIEW CRUSHED STONE rC0j NESP' • 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL ►� ^ I VMS COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. \ IvoTEs: a N RESERVE AREA f 1. FIRST TWO FEET OF PIPE OUT OF GIST. BOX TO BE LAID LEVEL G z 34' X 20' i 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 AT 2. ALLPIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. L 2A 3. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. \ PUMP` AND A ' � 25x2 5� . � i \ REMOVE EXISTING 2 STORY g � . THIS SYSTEM IS NOT DESIGNED FOR THS. USE OF A GARBAGE GRINDER. INSTALLATION STRI.C,TURE OR USE OF A. �- +h100D FRP,P:,L PROPERTY.� GARBAGE GRINDER AT THIS S NOT ALLOWED PER 310 CMR 15.240(4). STRUCTURE cy ? TO BE 0= N 1S 67' REMOVED m ' 10. PROPOSED UTILITY LOCATIONS. TO. BE COORDINATED WITH CONTRACTOR ANDUTILITYCOMPANIES. 2 j N coo 9 6 •2, =ate \ CONCRETE BOUND TO DESIGN CALCULATIONS DE SET BIORET `ENTION =- < DESIGN FLOWPROPOSED - '� yr. , - j �REA 1,500 GAL _ -J GARAGE'' S` ` LOT 3A ( SEPTIC TANK 12. ' EL 11 25 w A 4 BEDROOMS Q 110 GPD/BEDROOM 440 GPD _ -� - 0 4.6�®25� S.I=.1 I(IN) 8.50 REQUIRED SEPTIC TANK j NEW ` I(OUT)=8.25 I. UNDERGROUND '^- ELEG`TRIC SERVICE + �� • •. ` • z • , 440 GPD X 200% = 880 GALLONS ' USE 1,500 GALLON SEPTIC TANK � ' • • , .: -_ SCHEDULE 0- ELEVATIONS OBSERV k SIZE OF REQUIRED LEACHING FACILITY NE4 GAS SERVICE 5.2 PORT •+ :ti PROPOSED'' s 15 •T _ 4 BEDROOtt o '`� TOP OF FOUNDATION 12.00 A t ` DIST. DWEWNG; PROPOSED o /I = 4" INVERT AT BUILDING 8.74 B DESIGN. PERC. RATE: 8 MIN/INCH ! CHING FIELD .AO R ' .• I BOX F IF ; EL 13.2 DECK LONG TERM ADPL RATE: 0.66 . GPD/SF ( ` 34' X 20' /G T O.F• EL 121 4 INVERT AT SEPTIC TANK (IN) 8.50 C 440 GPD 0.66 GPD SF = 667 SF I U ` �'�- 21.0 2 '` CRAWL SPACE 4" INVERT AT SEPTIC TANK (OUT) 8.25 D / / O v 4" INVERT AT DIST. BOX !N E SIZE OF LEACHING FACILITY PROVIDED +LIGE a » (,)]Z GAS -- 7 4 INVERT AT DIST BOX (OUT) 8.00 F ' o / I y GAS pp USE 34' X 20' LEACHING FIELD ' BOTTOM AREA 34 X 20 _ 680 SF -� G z J ``ems ELEVATIONS AT LEACHING FACILITY: TOTAL EFFECTIVE LEACHING AREA = 680 SF ( ,C ' ``-A``_ GAS 680 SF X 0.66 GPD/SF = 448 GPD INSTALLED CAPACITY 448 GPD > 440 GPD 4" INV. AT START OF to ALS 7,92 G (BRKOUT 8.42) 4" INV AT END OF LATERALS 7.75 H BOTTOM OF LEACHING FIELD 7.25 J / NEW DOMESTIC / J ESTIMATED SEASONAL HIGf GROUNDWATER 3.15 K �. ` t WATER SERVICE N / f LIMITS OF SOUTH O •b+` 80.40 gg N I SEA AVENUE SIRE OO; •� `"- 155.02 - �0' ?! \� - "LAYOUT. SEE SHEET 5 OF 5 IN PLAN � BENCH MARK: NAIL SET IN PAVEMENT BOOED 82, PAGE 13. 3•gg `� r,. ELEV.=5.85 (N.A.V.D. 1988) -� 1,500 GALLON SEPTIC TANK (H-10) S740.3»� e NOT TO SCALENOTE i RAISE AT LEAST ONE EXISTING COVER 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL BE 18". HDPE PIPE 1 VARIANCES REQUESTED 3. ALLDPIPE CONNECTIONS AND CONCRETE CONSTRUCTION» CONC. COVER NONE LEACHING FIELD DETAILS j SHALL BE WATERTIGHT. 6 MAX. NOT TO SCALE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED I WITHIN 12" OF .TANK WALL AND ACCESSIBLE FROM TANK � COVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. I _ 4 MIN. 2% SLOPE 2" MIN. OF 1/8" TO 1/2- 10'-6" LEACHING FIELD WASHED PEASTONE 10'-6" a ..; 3/4 TO 1-1/2" E, 10'-0" DOUBLE WASHED STONE ( 4' MIN. LOAM AND SEED 10" = CONTAINING NO FINE _ 5' OVERDIG S 12" MIN. COVER 3. 4' MIN. �; ' :,�:.�:. •.• : �. , •: ,N:•- LIQUID5,-8. 000, 4'-6" LOCATE DEPTH , END CAP w - INLET TEE " UNDER . COVER OUTLET TEE 4 PERFORATED (TYP:} W/GAS BAFFLE 3. SCH. 40 PVC PIPE 3" (TYP.) 70 a .. 36' LEVEL BOTTOM PROFILE PLAN.VIEWVIEW CROSS-SECTION VIEW NOTE• • D GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2" PEASTONE LAYER 5' ~ tr rej• tr..t��t �•1y tr •r N •tr N N �(.4.•t'�tr ��t�1 r f{;,tn�t� t t��r. ��. t�i>•� tr tk�l tj •r tr f• f• fjs •fi t.�'f! trry�' tt tr'trtt•LtG•t• tL«t1{ y t• t•`tr fr frrtr tr ♦r �trt� trsirt5'� tf�t�i+a�'�t�f�'Fitirt�,t�•tl�,�tf •f,R�itw •�s!��� LENS POND s a FA GUMC Rp j LOCUS o= N N RADIO LANE TE O IAt'IE NANTUCKET SOUND LOCUS MAP NOT TO SCALE "\N OF AMgss9 BRIAN G. o YERGATIAN y CIVIL .0 9 No. 462064 0 90 FG�S7�P �kr NAL EAG\ i BRIAN G. YERGATIAN DA E PROFESSIONAL ENGINEER NEW SEWAGE DISPOSAL SYJiEM 282 SOUTH SEA AVENUE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN NOVEMBER 1, 2017 Yarmouth Hewlth Department PPS VE, D I�1aL� Date NO. DATE DESC. NOV 01 2017 HEALTH DEPT. PREPARED FOR: BARNEY BORNSTEIN 752 FOUNDRY STREET EASTON, MA 02375 (508) 509-2755 A` BSC G-ROIR 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 nr FILE: P:\prj\4921802\BASEPLAN\4921800-SEP.dwg DWG. NO: 5802-06 SHEET 1 OF 1 JOB. NO: 4-9218.02