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Home My WebLink AboutEngineer Plans - 2021LEGEND -99-- EXISTING. CONTOUR X 99.1 EXIST. _SPOT ELEV. -[99}- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL TH1 PORTION OF SEPTIC SYSTEM 0 a TEST HOLE 2- _.SLOPE OF GROUND �Q1 UTILITY POLE 220 GPD FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN. DRAWING APPROVED INSPECTION PORT MA DATE BOARD OF HEALTH 0. �o o� C5 N , SAS DETAIL 1'=10' FIRST FLOOR EL 6.2' 5.5' NO I Lb SYSTEM PROFILE 1. DATUM IS NAW 88 (NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE _ 2. MUNICIPAL WATER. IS EXISTING _ MARKED WITH. MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURELOCATION. ��^ \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROVIDE INSPECTION PORT TO GRADE (( u 4" VENT, PERF. 2% SLOPE REQUIRED OVER SYSTEM I RUNS UNDER 2" 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS DRILL LAST HOLE IN EACH TO BE AASHO H -2Q PROVIDE MIN. 20" DIAM. WATERTIGHT LATERAL ON TOP TO VENT * FY THE THE INSTALLER SHALL VERT - - - - --0' - 0 0 0 00"'---- "&� ___ 0 LOCATIONS OF ALL UTILITIES AND ALL WHILE LATERAL FILLS d /r8 -.-5M BUILDING SEWER OUTLETS AND 5. PIPE JOINTS TO BE MADE WATERTIGHT. ELEVATIONS PRIOR TO INSTALLING ANY 18,326 LBS UP (OK) PORTION OF SEPTIC SYSTEM 0 a SYSTEM DESIGN: - - GARBAGE DISPOSER IS NOT ALLOWED 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD USE A 220 GPD DESIGN FLOW 310 CMR 15.000 (TITLE 5.) SEPTIC TANK: 220 GPD (2) = 440 INV. 7.60' 0 USE A 1500 GAL. SEPTIC TANK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO AND A 1000 GAL. PUMP CHAMBER o LEACHING: EXISTING GRADE ��/ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 220 GPD / (.74) = 297 SF REQUIRED 3.15. 299 SF LEACHING FIELD AS SHOWN S = 0.005 SLOPE BACK CONNECT ENDS PITCH TO DRAIN BACK TO \ 299 SF X .74 = 221 GPD OK Sound USE PIPE AND STONE LEACHING FIELD AS SHOWN APPROVED INSPECTION PORT MA DATE BOARD OF HEALTH 0. �o o� C5 N , SAS DETAIL 1'=10' FIRST FLOOR EL 6.2' 5.5' NO I Lb SYSTEM PROFILE 1. DATUM IS NAW 88 (NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE _ 2. MUNICIPAL WATER. IS EXISTING _ MARKED WITH. MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURELOCATION. ��^ \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROVIDE INSPECTION PORT TO GRADE (( u 4" VENT, PERF. 2% SLOPE REQUIRED OVER SYSTEM I RUNS UNDER 2" 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS DRILL LAST HOLE IN EACH TO BE AASHO H -2Q PROVIDE MIN. 20" DIAM. WATERTIGHT LATERAL ON TOP TO VENT FEMALE ADAPTOR & THREADED PLUG - - - - - --0' - 0 0 0 00"'---- "&� ___ 0 ACCESS COVERS TO WITHIN 6' OF FIN. GRADEAIR WHILE LATERAL FILLS d /r8 -.-5M 2.0'0 R D END CONNECTION 5. PIPE JOINTS TO BE MADE WATERTIGHT. eat 18,326 LBS UP (OK) scH 4a Pvc 0 a GAL. PC WEIGHS - - � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH oro PS 1 4SHIELDED / 7-77' ORIFICES 2" PRESSURE LINE 310 CMR 15.000 (TITLE 5.) 5.5' MINIMUM .75' OF COVER OVER PRECAST INV. 7.60' 0 - PROPOSED CONCRETE RETAINING 1- WALL (SEE DETAIL) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO H-1 PRECAST H-10 PRECAST ZABEL FILTER H-20 - - - - --0' - 0 0 0 00"'---- "&� ___ 0 7.10' W1 BE USED PURPOSE. LOT LINE STAKING OR ANY OTHER 2Y eat 18,326 LBS UP (OK) BOOTS (TYP.) 2 INVERTS SET LEVEL " 0 a GAL. PC WEIGHS - - � el oro PS 2" PRESSURE LINE 2" SCH 40 PVC 2" PRESSURE LINE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. *4.2 ± 10" 1500 GAL H-20 14 5 PROPOSED BOTTOM LEACHING LEVEL AT EL 7.10' 2" CENTRAL FED MANIFOLD o SLOPE TO DRAIN BACK EXISTING GRADE ��/ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 3.40 TEE - SEPTIC TANK TEE 3.15. 1000 GAL H-20 S = 0.005 SLOPE BACK CONNECT ENDS PITCH TO DRAIN BACK TO \ w e Sound WITHOUT INSPECTION BY BOARD OF HEALTH AND - - WATERPROOF/WATERTIGHT 3.10' PUMP CHAMBER (SEE DETAIL) TO PUMP CHAMBER - _ PUMP CHAMBER- N0. LOW SPOTS. 4 _ z PERMISSION OBTAINED FROM BOARD OF HEALTH. ZABEL FILTER (A100) 3/4' TO 1 1/2" DOUBLE WASHED STONE 0nJ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING . OUTLET TEE W/E7(TENSI0N 4 LTO. LEVEL (ACME OR EQUAL)., - `/ DIGSAFE (1-886-344-7233) AND VERIFYING Inc. �o°o°o^o^o°o°o^opo^o°o^o°o°o°o°o°°°°°°°°'o°n` - SIDE ELEVATION VIEW _ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES eaepeoeea,°•a�o�a�a,°°,?;,00eoe° - - LOCUS MAP aoo0o0°000°0°0°0°0°0°0°0°0°0°0°o°0°a° PRIOR TO COMMENCEMENT OF WORK. a_o„o„oaoo?aoo°aoo`°,Ooaaoa00000000ao„o 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) (1 % SLOPE MIN.) (=36 % SLOPE) WATERPROOF/WATERTIGHT FOUNDATION 22' SEPTIC TANK 1' PUMP CHAMBER 36' - LEACHING FACILITY BUOYANCY CALCS`. WORKING RANGE MYERS SRM 4 H-20 ,9 out, W1 Q x 11.0 eat 18,326 LBS UP (OK) H-20 1000 GAL. PC WEIGHS 17,250 LBS � el oro PS 14,004 LBS UP (OK) 2" PRESSURE LINE e Locus 5 o 0 4p p Lewis - SLOPE TO DRAIN BACK pond Rodeo RESERVE Nantucket Power Sound 0.25" WEEP HOLES 4 LTO. LEVEL (ACME OR EQUAL)., - `/ DIGSAFE (1-886-344-7233) AND VERIFYING Inc. �o°o°o^o^o°o°o^opo^o°o^o°o°o°o°o°°°°°°°°'o°n` - SIDE ELEVATION VIEW _ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES eaepeoeea,°•a�o�a�a,°°,?;,00eoe° - - LOCUS MAP aoo0o0°000°0°0°0°0°0°0°0°0°0°0°o°0°a° PRIOR TO COMMENCEMENT OF WORK. a_o„o„oaoo?aoo°aoo`°,Ooaaoa00000000ao„o 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) (1 % SLOPE MIN.) (=36 % SLOPE) WATERPROOF/WATERTIGHT FOUNDATION 22' SEPTIC TANK 1' PUMP CHAMBER 36' - LEACHING FACILITY BUOYANCY CALCS`. WORKING RANGE MYERS SRM 4 H-20 1500 GAL. ST WEIGHS 23,000 LBS 4.45 x 11.0 x 6.0 X 62.4 = 18,326 LBS UP (OK) H-20 1000 GAL. PC WEIGHS 17,250 LBS 4.75 x 9.0 x 5.25 X 62.4 = 14,004 LBS UP (OK) 2.0"0 SCH-40 PVC HIGH G -W EL. 3.1' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'± REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 24 PARCEL 2 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL #25001CO588J 13. WETLAND FLAGGED BY BLH ENVIRONMENTAL DATED 7/16/2014 CONSULTING. PROP. WATERTIGHT COVER TO GRADE 20 ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP BUILDING. ALARM TO BE ON w to SEPARATE CIRCUIT FROM PUMP w 14. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, BOOTS AND TANKS MUST BE WATERTIGHT. permit. valid for REPAIR OF SEPTIC SYSTEM 15. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS ONLY, due to State and Imcal septic variances. SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT Board of Health review and appros al is required for REQUIRED. any future add itionslrenovationv,dterations to sewage facilities and/or structures/duelling. 16. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, 'BOOTS AND TANKS MUST BE WATERTIGHT. Yarmouth Health Dcparl1"cut APPROVED ENGINEER: CRAIG J. FERRARI, SE #13871 5 WORKING RANGE MYERS SRM 4 5.5 0 FILL 5" SUBMERSIBLE 4/10 HP PUMP CAPACITY - GPM to A J � _ INV. IN 3.10 I OW POINTS PERS. RATE < 2 MIN/INCH OS200 - rTMP CHAMBER 2" PRESSURE LINE ORIFICE SHIELD 1000 GAL. H-20 S/ _._- - o ORENCO SYSTEMS INC PH. 1-800-348-9843 300 GAL.+ SLOPE TO DRAIN BACK 5 ALARM ON RESERVE FLOAT SWITCH 0.25" WEEP HOLES SETTINGS: PUMP ON CHECK VALVE 8" D 14. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, BOOTS AND TANKS MUST BE WATERTIGHT. permit. valid for REPAIR OF SEPTIC SYSTEM 15. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS ONLY, due to State and Imcal septic variances. SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT Board of Health review and appros al is required for REQUIRED. any future add itionslrenovationv,dterations to sewage facilities and/or structures/duelling. 16. ALL TANKS ARE TO BE INSTALLED WITH WATERTIGHT SLEEVES, 'BOOTS AND TANKS MUST BE WATERTIGHT. Yarmouth Health Dcparl1"cut APPROVED ENGINEER: CRAIG J. FERRARI, SE #13871 5 WORKING RANGE MYERS SRM 4 25 50 75 -700 5.5' FILL 5" SUBMERSIBLE 4/10 HP PUMP CAPACITY - GPM WITNESS: PHIL RENAUD A PUMP OFF 12" SYSTEM (OR EQUAL) PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP DATE: 7/14/2021 1OYR 3/2 o� 0 000 00 0000 0�0% 21" PERS. RATE < 2 MIN/INCH OS200 - rTMP CHAMBER ORIFICE SHIELD 2.5' CLASS I SOILS ORENCO SYSTEMS INC PH. 1-800-348-9843 (NOT TO SCALE) WATERPROOF WATERTIGHT / � \ PRONDE 85' OF 40 MIL LINER AT 3' OFF SAS IN AREA SHOWN. TOP AT _ OR EQUAL. \ ELEV. 7.7', BOTTOM AT EL 3.7'f IlU a • . � o 1/4"0 HOLE AT 5' O.C. /I SNAP-ON / O ALTERNATE BETWEEN TOP SHIELD Q 0 5 DEN PAVED �� a n P�9� & BOTTOM OF PIPE. �` \I DRIVE o S/�'� NAGE SLOTS - cRAvEL wAx -u oo 'P - NT, WITH CHARCOAL FILTE T EXACT DIAMETER HOLES �'�� DRAT SHOULD BE SHOP DRILLED WITH p yye _ qp U OREEN (FINAL PLA BY A DRILL PRESS TO ENSURE Iv * 'o Ac WIiII HOMEowNER 'yp UNIFORMITY. REMOVE BURRS LTA ) PRIOR TO PLACING PIPE. � ° °E � � ORIFICE SHIELD DETAIL b a ! 95.9' - -' o� �0 BEMENT BOUND � ENCHMAR NOT TO SCALE o - h � P EXISTING. D d DWELLING\• - l v v` 0 =4J' NAVD88 .O' % TOF = S.Z� S OWNER'S ENGINEER SHALL PROVIDE: -1. STAKING OF PROPOSED RETAINING WALL LOCATION 2. INSPECTION OF RETAINING WALL BEFORE SAS CONSTRUCTION TLC -!5/ tovVR�� 3. FINAL INSPECTION AND CERTIFICATION OF ALL COMPONENTS PRIOR TO BACKFILLING A MINIMUM OF 24 HOURS NOTICE IS REQUIRED 1 4 ELEV. 0" 5.5' FILL 12" A LS 1OYR 3/2 21" B LS 36" 1OYR 6/8 2.5' O U. D 1v \ 13.1 GH V OC SIEVE C o : Q l ADJ. DATA: / ° o BRICK WELL: L: 29 a r .PATIO � � BRICK A PAMD MS ZONE: A ADJ: 1.6' RE-ROUTE CAUTION EXISTING LOW 5' REMOVAL OF UNSUITABLE SOIL REQUIRED JUNE 2021 fl AROUND PERIMETER OF LEACHING FACILITY, 10YR 7/4 SHED tJ GAS LINE OVERHEAD DOWN TO SUITABLE SOIL LAYER. REPLACE /� SHED o Ht x WIRES WITH CLEAN MED. SAND, TO MEET U o : 6 �O SPECIFICATIONS OF 310 CMR 15.255(3) " O 0' GROUNDWATER ENCOUNTERED ® 48 EL. 1.5 LOT AR P OSED W RK a a Ll IT I 17,602 S.F.± 226.0 ' - (SILT FENC Q o pUF� 2"0 SCH40 PVC MANIFOLD Q s 1. A hardConservationpyofo Conditions: 7. A hard copy of the .plan shall be provided to the Conservation FEMALE ADAPTOR & THREADED PLUG - 2" TO Administrator for review. An electronic copy of the final plan shall SCH 40 PVC - - PUMP PIT of be provided to kgrantQyarmouth.ma.us. (TY -P. BOTH ENDS) �'_ - _ - 2. The proposed sewage disposal system shall meet the applicable PITCH- - Title 5 wetlands setbacks as set forth by the Health Department __-_ - _-_.005 _FT/FT MIN. ___-_-_-_-_-_-_ _-__ _ _ Jr' C? 3. A'Work Iimit7 line shall be established with Erosion Controls (i.e. .9S \\ straw bates, staked filter fabric, bark mulch,'alt sacks," products F made with rice straw, and other weed -free products or approved by p_ the Commission.) Hay bales are not allowed, It is the applicant's i I - responsibility to implement and maintain appropriate and adequate erosion controls measures throughout the construction process. I 4. No work of any kind shall occur on theResourceArea side of the 5.00' � o work limit line. This line shall be established prior to any w 0" 40 MIL POLY VINYL AND MASTIC Construction or work. EL. 8.5' - 1 I r. to COMPACT BACKFILL - ON INSIDE OF RETAINING WALL 5. All imported fill shall be dean and not contain any foreign debris d w - o such as cement, bituminous concrete, robber, metal, bash, N - (4) LATERALS 5' CENTER TO CENTER - LATTICE OR VEGETATIVE boulders, eta SCREENING ON FACE OF WALL SEE LAYOUT DETAIL 6. Debris, including litter, shall be picked up immediately. Any excess I a N a r" (8) #4 BARS -CONT. FOR - material that is excavated from the job site shall be disposed of at I �+ a location approved by the Conservation Administrator or in a - S LEACHING FIELD - MIRAFI 140N FABRIC OVER STONE HORIZONTAL REINFORCEMENT covered dumpster. No debris shall be allowed in a Weiland or _ - EL 7.77' (TYF) Waterway. 2" CLEAR 7. Washing of equipmenUtools.shall be done OFF-SITE or handled in i I I rr - 0 o 5.5 EL 5.0' (VARIES) a manner approved by the Conservation Administrator. o" 0o ao 00 1 0 0 0 0 0 0 0 0 0 0 - iNV. EL 7.60' I be stored within DO 0 0 o I refueled nor shall fue O o 0 o r o o equipment shall be o 0 0 0 0 0 0 o a o 0 8. No , ao 000 +, eq P i. #4 BARS 12" O.C. FOR I U °e°°o°o 0 0 o°0°oe00000°o°o°e°o°o°o°a°o°o°0°10°0° o o° °o°o in - - 9' °0°°0°00°); O0- VERTICAL ooOoo . r_ feat of a spwiiresource area. I ° ° ° ° ° ° ° ° ° ° 0 0 ° , , ° , ° ° , ° , ° , , ° .VERTICAL REINFORCEMENT Q o 0 0 0 0 0 0 0 0 02 o 0 0 0 0° o b w O o o e 0 a o 0 0 0 00000 0°000000oO0000° 00000°000000000°00000°,00°000°0°0e oo °o° -6"7.10 9. The Ceth cle l is to be Pumped dry, the COMeetOn broken, and � - N 0000000 00000000000000000000000000000000000000,°0000000000000 000 EL ' 000000 0000000 °00000000000000 00000 00o0o0oa00o0o0000000000 o0a filled with clean Send. eo o a 000000°oo o°ooeo 00000000 a - 12-. .' 6•:;- 10. Any area that is disturbed during -construction shall be revegetated 2.0"0SCH40 PVC 8' TOTAL OF .75 - 1.5 STONE ORIFICE SHIELD OS200 - 2" CLEAR immediately or as soon after as the growing season commences. WITH 1 4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC Permanent stabilization shall be carried out order to minimize erosion. / PH. 1-800-348-9843 `3.0' BASE ELEV. DRILLED AT 5' O.C. S - ALTERNATING UP AND DOWN CLEAN COMPACTED COARSE SAND FILL OR EQUAL SEE DETAIL CONNECT END DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD #4 BARS 12" ON CENTER FEMALE ADAPTOR & THREADED PLUG - - - NATURAL SOIL SCH 40 PVC PLAN VIEW LEACHING FIELD SECTION RETAINING WALL CROSS SEC-nON PIPING- DETAIL - NOT. TO SCALE - - - NOT TO SCALE LICE #21-299 2 TITLE 5 SITE PLAN OF #89 ACRES AVENUE WEST YARMOUTH, MA PREPARED FOR -_�,- �k. JASON CASSIDY SN OF f_ S \fid Mq,A1. o nI DATE: OCTOBER 19, 2021 "A F °s�� Nu 43980 .DANIEL,A g0F 5 h°�PEV.: NOVEMBER 3, 2021 (CONSERVATION AND BoH COMMENTS) �o cJa; A REV.: NOVEMBER 16, 2021 (BON COMMENTS) Y1" CIVIL a1,\ No, -4650? w� l Scole:1"= 20' ''NI OF MggS� d`T" A.NIELticy - ,. L Ln � ryry O210 0 20 30 40 50 FEET EI DANIELA DEPT JAHEALTH off 508-362-4541. " Na 46502 0 Ess ° I fax 508-362-9880 949 SUM dowCape n.com k�� dowo cape eogmeetiog,1JC. civil engineers land surveyors 939 Moin Street (Rte SA) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 21-299 CASSIDY 22 CJF