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HomeMy WebLinkAboutBLD-17-006271 RECEIVED SEP - 6 2018 By:BUILDING DEPARTMENT _ Building Air-Tightness Test Form .1 •is 1 • ui • 1• Building&Test Conditions; Name: .%/sfls-n K Gig. Address: /r/C JD Ls✓W' .4 / City: ��i:3e9-i'ar�l� Date: v 9/7 e State/Zip: raj ��r�4ZG7,3 Phone: f �/-- /7/ tli% A..'1z Time: Email: Building Address:(if different from above) U _ 3 Lew,- 4'y0,.4Floor Area(ft2): 37�G e Street: � �� City/State: a:5 10542"4t.W 4q77 Comments; �GX,7,/T A'`.• 6Z '-/7—ccCn/ v40: &�2Z//7 �/�.✓�,d' /n-fl �«- /Ye 19 /'� se few �.r,.-T/c,'>7/c6.-` l4wo z•-fg,,te (Ph-170 Ted#1 Depress: Press: Test#2 Depress: J Press: Pre-test Baseline l'ressure: —ao (Pa) Pre-test Baseline Pressure: —a2 (Pa) Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Inhaled (Pa) (chn) (Pa) Installed (Pa) (din ---Ca S "...CO, Y� 87/ -SO.o 5 tn.. 2 eta - Suet X SU. 7 ,7 - so, C , -ro_ 89/ -gas l3 -gra, & eV -3a, 7 3 -so t' 993 -so- 3 .g' -So. C 8 ( - sl 5— ,g -50.7 C -soe i -co. '� tV3 - ro.G /5 -sp 8 9 y� Post-test Baselin ssure:-(fir1. (Pa Post-test Baseline/'� ��% y ) Fan Model/SN. /.•0116/ /3072 Fan Model SN: 27 Results; Results• p CFMSO: 1 v ernr3-0 CFMSO: O/yy CC/ So ACHSO: .j ,4r//sa ACHSO: //3 44(. 'v 9 HERS Rater Name and Cert.tt: C/2C<5 ZfiezG7cd / X357/77 HERS Rater Signature and Date: "' `�'/- Developed byAdvanced Building Analysis,L ' Duct Leakage Test Form for MA Code Compliance Client Inforrrption / Building Information Name: `ael5Tofili.lC '`�'rr'9/ Address: .38 Ad/..5 �66 ' 4.d4 Address: /Gd Jo,a! v_ eed. City/State/Zip: 4%07 rtirdfse*ovia!,Mitaux City/State/Zip:L✓, 7o:,fwptf, ri.?67 j Test Date: W/4/4 t; Phone: Test Time: fCria e ;M''! Email: t�S � 36 �- 3/f( Point of Construction: O Rough final System#1System#2 Location: a iDri��rica ,c„'�e 64,11�� Location: ar?/ir„..ev ./f.14r 0 Type of Test: MCI/0 to utside Type of Test: 0 Total/0 to Outside / Approx. Floor Area Served: //32 ft Approx.Floor Area Served: W� CFM Leakage at 25pa: y C a'1`A'25" CFM Leakage at 25pa: Approx.%leakage for single system*: „j' 9 Approx.%leakage for single system": System*3 System#4 Location: Location: Type of Test: 0 Total/0 to Outside Type of Test: 0 Total/0 to Outside Approx.Floor Area Served: Approx.Floor Area Served: CFM Leakage at 25pa: CFM Leakage at 25pa: Approx.%leakage for single system*: Approx.%leakage for single system": Combined Results 7 Total Conditioned Fjpor Area: 37 sq.ft. RECEIVED Leakage limit: O'4% 0 6 0 8% 0 12% Leakage limit: /52232 cfm@25 I SEP — 6 2018 I Combined Leakage": 9.. ' cfm@25 2015 IECC Compliance: D ss 0 Fail BUILDING DEPARTMENT. By: 'Approximations for single system are for diagnostic use only. I certify that this test was pe ormed In compliance with applicable standards: Tester's Signaturer's Date: a1/274° HERS Rater Name: 6" CS le«U Rater ID#: 597/77 HERS Rater Company: if 4 ,i/a).i 4 5 HERS Rater Provider: �/ 3f o 'Vie TOWN OF YARMOUTH Building Department CERTIFICATE OF �'G (508) 398-2231 ext.1261 OCCUPANCY et y PERMIT NO iBLD-17-006271 N •%TT `.�,�� CHRISTOPHER KENNEY ADDRESS: 38 LEWIS BAY BLVD,WEST YARMOUTH, MA 02673 ZONING DISTRICT Bldg.Type: Residential SUBDIVISION MAP BLOCK LOT 022.230 BUILDING IS TO I New Construction BE I REMARKS New Construction per approved plan 780 CMR MSBC, T• : laws—3 :.. ' bedrooms,4 bathrooms,family room, dining room, kitc •n, st •y, loft, garage as per plans dated 6/21/17(508-364-3111) DATE: 9'(? /or/G CERTIFICATE OF INSPECT ON 4 O 0 BUILDING OFFICIAL: � BAKER FRANCES M BUILDING DEPT BY 3 SOPHIE MARIE BALLSTON SPA, NY PHONE i1S PERMIT CONVEYS NO RIGHT TO OCCUPOY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR _RMANENTLY.ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JRISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF JBLIC WORKS. CERTIFICATE OF OCCUPANCY BUILDING INSPECTIONS APPROVALS FIRE: OTHER DATE: ?J4 ha DATE: 8/49/Ai/Mg. • INSPECTOR: J5-laNn. - )?Jgc 4 INSPECTOR: //s j �Gr�anl� ELECTRICAL BOARD OF HEALTH DATE: ?/21J1$ DATE: 8"/7}-N H9 (Pk9 7/. INSPECTOR: .24x1 is1 P�a � INSPECTOR: C C Qwiva6 2 � e nyder/Mg 14.1 PLUMBING/GASFINAL BUILDING DATE: 7/$ / / DATE: q- 6-I3 INSPECTOR: kPb INSPECTOR: -1_4,2_s" COMMUNITY DEVELOPMENT: DATE NAME % 0F•vgR TOWN OF YARMOUTH Building ing 398-2231 Department 1 CERTIFICATE OF tiskOCCUPANCY 0 • ' PERMIT NO •BLD-17-006271 CHRISTOPHER KENNEY ADDRESS: 38 LEWIS BAY BLVD,WEST YARMOUTH, MA 02673 ZONING DISTRICT Bldg.Type:[Residential ^ 1 SUBDIVISION MAP BLOCK LOT 022.230 IBBUILDING IS TO I New Construction REMARKS New Construction per approved plan 780 CMR MSBC,To = laws—3 bedrooms,4 bathrooms,family room,dining room, kitc -n, st .y, loft, • ,• garage as per plans dated 6/21/17(508-364-3111) i /� / CERTIFICATE OF INSPECT ON DATE: 7 - 77. BUILDING OFFICIAL: 0_� �� BAKER FRANCES M BUILDING DEPT BY 3 SOPHIE MARIE BALLSTON SPA, NY PHONE i1S PERMIT CONVEYS NO RIGHT TO OCCUPOY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR ERMANENTLY.ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JRISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF JBLIC WORKS. CERTIFICATE OF OCCUPANCY BUILDING INSPECTIONS APPROVALS FIRE: OTHER DATE: M ha DATE: 6/eo/d nig- • INSPECTOR: ✓`t.( A 1 vc, )'� INSPECTOR: kg,Gran" ELECTRICAL BOARD OF HEALTH (�/ DATE: /.Z� /� DATE: S'/7" ail me- -/p2/ INSPECTOR: 2„PS & tb INSPECTOR: C tr4. sc PLUMBING/GAS FINAL BUILDING DATE: 0 2 DATE: q INSPECTOR: kgiti INSPECTOR: .J�"L� COMMUNITY DEVELOPMENT: DATE NAME 23 Lcr- s 6-52y gcvf Cipro, Linda • t From: Huck, Kevin Sent Thursday,August 9,2018 11:52 AM To: Cipro, Linda Subject: RE:final for CO Hi Linda, 15 Powers Lane and 38 Lewis Bay Blvd.are all set and can be signed off. I will be going to 99 Lewis Rd.this afternoon. Kevin ---------- --------- ---- --- --- ------ From:Cipro, Linda Sent:Thursday,August 09, 2018 9:00 AM To:Huck, Kevin<KHuck@yarmouth.ma.us>;Sawyer,Jon<jsawyer@yarmouth.ma.us>;Simonian, Philip <PSimonian@yarmouth.ma.us>;Smith,Scott<ssmith@yarmouth.ma.us> Subject:final for CO Good Morning, Have you done a final inspection at 15 Powers Lane&38 Lewis Bay Blvd—new construction. If so, may I sign the CO for you? Thank you, Lina 1 EM It e TOWN OF"YARMOUTH REVIEWED FOR BUILDING AND ZOO DING CODE COMPLI= ANCE. ERRORS OR O%v, ISS;ONS DO NOT RELIEVE THE APPLICANT FROM THE RESP6NSi61LIiY OF'AS BUILT" COMPLIANCE. DATE: 6 1% BUILDING OFFICIAL FILFE. COr, A INED AS BUILT IS REQUIRED E"i.ORE FINAL wort% rlv . DATE DONALD I. MEYD Professional Building Designer P.O. Box 532 R 12 e So. Yarmouth, MA 02664 (508) 394-5296 &Z7/ tc-tvis Vey , t.0"'he L LEGEND 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH 1 MINIMUM LOT SIZE: 25,000 s.f. TEST HOLE 7- 22,SLOPE OF GROUND CQL) UTILITY POLE CLASS I SOILS FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 (1) 2500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION 1500/1000 OK LEACHING: 330 GPD / (.74) = 446 SF REQUIRED 19.5'X23'=448 SF OK 448 SF X .74 = 332 GPD OK USE A 19.5' X 23' LEACHING FIELD PRESSURE DOSED WITH 2.0" LATERALS WITH 1/4" SHIELDED ORIFICES AT 5' O.C. APPROVED , MA DATE BOARD OF HEALTH SYSTEM PROFILE PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO GRADE SEE DETAIL D. EL. 12.5' 21% SLOPE REQUIRED OVER SYSTEM DRILL LAST HOLE IN EACH LATERAL ON TOP TO VENT SWEEP/CLEANOUT SEE DETAIL MINIMUM .75' OF COVER OVER PRECAST AIR WHILE LATERAL FILLS PRECAST H-10 1 1.7' RISERS (41 2Li " SCH40 PRESSURE LINE 1/4" 7/ORIFICESSHIELDED 10'87' 0.75" MIN. 2'0 9.50' 0 O$ O °C' O O� 0 0 0 2" INVERTS LEVEL AT 10.7' BOTTOM LEACHING LEVEL AT EL. 10.2 2" END FED MANIFOLD CONNECT ENDS PITCH TO DRAIN BACK TO PUMP CHAMBER- NO LOW SPOTS. 5.0' 000000000000000000000000000000000000000000000 '10,,,0ooonono„o,,o,,0000000000o�000„o�o„0000000. 3/4" TO 1 1/2" (DOUBLE WASHED STONE 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) (_2.5% SLOPE) ADJUSTED GROUNDWATER 5.20' FOUNDATION 10' SEPTIC TANK/ 5, LEACHING PUMP CHAMBER FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ACCESS FOR ROUTINE MAINTENANCE LOGS 2500 GAL 10" SEPTIC TANK/ TEE PUMP CHAMBER COMBINATION SEE DETAIL BELOW MUST BE PROVIDED FOR ZABEL FILTER. ' WATERTIGHT COVERS TO GRADE O$ O °C' O O� 0 0 0 2" INVERTS LEVEL AT 10.7' BOTTOM LEACHING LEVEL AT EL. 10.2 2" END FED MANIFOLD CONNECT ENDS PITCH TO DRAIN BACK TO PUMP CHAMBER- NO LOW SPOTS. 5.0' 000000000000000000000000000000000000000000000 '10,,,0ooonono„o,,o,,0000000000o�000„o�o„0000000. 3/4" TO 1 1/2" (DOUBLE WASHED STONE 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) (_2.5% SLOPE) ADJUSTED GROUNDWATER 5.20' FOUNDATION 10' SEPTIC TANK/ 5, LEACHING PUMP CHAMBER FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ACCESS FOR ROUTINE MAINTENANCE LOGS VERIFYING THE LOCATION OF ALL UNDERGROUND & MUST BE PROVIDED FOR ZABEL FILTER. PROP. WATERTIGHT COVERS TO GRADE INSTALLER MUST FOLLOW ALL 660+ GAL RESERVE MANUFACTURER'S SPECIFICATIONS FOR MINIMUM LOT SIZE: 25,000 s.f. PROPER FILTER INSTALLATION PERC. RATE = < 2 MIN/INCH 12. ACCESS FOR ROUTINE MAINTENANCE MUST BE ALARM AND CONTROL PANEL ZONE: A ADJUSTMENT: 2.7' CLASS I SOILS TO BE INSTALLED INSIDE MINIMUM YARD SETBACKS: (OCTOBER) BUILDING. ALARM TO BE ON INV. IN 9.5' 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM 4 SEPARATE CIRCUIT FROM PUMP p" 9.5 2" PRESSURE LINE ZABEL FILTER (A100) 19" TEEN SLOPE TO DRAIN BACK FLOAT SWITCH ALARM ON SETTINGS: OUTLET TEE W/EXTENSION A WEEP HOLE PUMP ON 15. INSPECTIONS REQUIRED BY OWNERS ENGINEER, CHECK VALVE 5" WORKING RANGE 6" MIN. 1500 GAL. THIS SIDE 509 OF BAFFLE MYERS SRM 4 12" NOTE: IN FLOOD ZONE AE EL 11- NO SUBMERSIBLE 4/10 HP PUMP PUMP OFF, 12" SYSTEM (OR EQUAL) MANHOLE COVER LS ( ON BLOCK) 000 000 0 4 DOSES PER DAY, AT 110 GAL. PER 000 0000 DOSE (5" WORKING RANGE)2500 GAL. SEPTIC TANK/ 6" BAFFLE PUMP CHAMBER COMBINATION (NOT TO SCALE) TEST HOLE LOGS VERIFYING THE LOCATION OF ALL UNDERGROUND & ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD WORK. GROUNDWATER ADJ. DATA: DATE: 11/22/16 MINIMUM LOT SIZE: 25,000 s.f. WELL: MIW-29 PERC. RATE = < 2 MIN/INCH 12. ACCESS FOR ROUTINE MAINTENANCE MUST BE MINIMUM LOT FRONTAGE: 150 ft. ZONE: A ADJUSTMENT: 2.7' CLASS I SOILS FOLLOW MANUFACTURER'S SEPCIFICATIONS FOR MINIMUM YARD SETBACKS: (OCTOBER) ELEV. 4 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM 4 ELEV. p" 9.5 p» *6 FT GRANDFATHERED SETBACK 9.0' A TRENCHES) REQUIRED FOR ROOF RUN-OFF. ALL A RUN-OFF TO BE CONTAINED ON-SITE. LS 15. INSPECTIONS REQUIRED BY OWNERS ENGINEER, LS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. 10YR 4/2 10YR 4/2 8" 12" NOTE: IN FLOOD ZONE AE EL 11- NO B B MANHOLE COVER LS MORTAR ALL COMPONENTS (TYP.) LS 24" I.D. PRECAST CONC. RISER AS REQ. ., 26 10YR 4/4 7.3' 26" 10YR 4/4 6.8' 20 C C w 15 PERC z FS FS . W 10 J a 2.5Y 6/4 2.5Y 6/4 0 ~ 5 120" 1 1 -0.5' 120" 1 1-1.0' GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED @ 84' EL. 2.5 © 78' EL. 2.5 )CE # 16-379 OPERATING 0 '11I 25 50 75 100 CAPACITY - GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP 7 AM 22 PARCEL 229 N/F EST. OF MALONE ME RETAINING WALL NOTES: 1. REINFORCING STEEL: ASTM A 615 GRADE 60 2. CONCRETE 3000 PSI MIN. 3/4" MAX AGG. SIZE 3. WALL NOT TO BE BACKFILLED FOR 10 DAYS AFTER I POURING OF WALL CONCRETE. TOP OF WALL 8" AT EL. 11.5 CONC. RETAINING WALL APPROX. 3.0' REVEAL MAX. 10 D'/NATIVE STONE FACE CONTINUOUS FROM TOE FOOTING TO TOP OF WALL 40 MIL LINER o 0 HORIZONTAL REINFORCEMENT (9)#3'S TOTAL CONTINUOUS (LAP SPLICE 21-) • 12" 28" EXTRA #4 WRAPPING CORNERS BEND ALL AT CORNERS 1 "RAD. MIN. �12" 48" BOTTOM OF FOOTING 17 AT EL. 6.5 #4'S AT 12" ON CENTER \moo #17 BERWICK AM 22 PARCEL 223 m /C' R nDAnni iov LOT 2`� ,4 sq. #42 LEWIS BAY BLVD. AM 22 PARCEL 231 N/F MASIERO 'O 5' REMOVA F UNS OIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET LER lE lvP� > VAgD atJLE o. F,13 �0 Scale: 1"= 20' 0 10 20 30 40 50 FEET SLOPE 0.59 MIN. (TRENCHES LEVEL) NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 2' BENEATH AND AROUND PERIMETER OF PERF. ADS -N-12- PLUS CUT w DRAINAGE, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH SLOTS WITH SKILLSAW E.O. RIB E CLEAN MED. SAND \OR PURCHASE SLOTTED PIPE MIRAFI 14014 TOP AND SIDES LT SECTION A -A 12"0H-20 HDPE PIPE �'.•; 1. ��, V�g 0INV. 7.30 O pyO O Z A / 3 / TRENCH DRAINS 0 3/4" - 1 1/2" H-20 6" MIN. SUMP PRECAST WASHED STONE UNDERNEATH AND BESIDE PIPE ADJUSTED GROUNDWATER 5.20' WIDTH AND LENGTHS LISTED DRAINAGE CROSS ! SECTION NOT TO SCALE i NOTES 1. DATUM IS NAVD88 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR 00 v0cZn r r ROUTE 28 .' m SFR � l�e9� \(ti \ LOCUS � LEWIS BAY 01�' LOCUS MAP SCALE 1" = 2083' CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & ASSESSORS MAP 22 PCL 230 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ZONING DISTRICT: R-25 SHALL BE REMOVED 5' BENEATH AND AROUND THE MINIMUM LOT SIZE: 25,000 s.f. PROPOSED LEACHING FACILITY. 12. ACCESS FOR ROUTINE MAINTENANCE MUST BE MINIMUM LOT FRONTAGE: 150 ft. PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW MANUFACTURER'S SEPCIFICATIONS FOR MINIMUM YARD SETBACKS: PROPER FILTER INSTALLATION. FRONT - 30 ft. 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM SIDE - 15 ft.(6')* IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL REAR - 20 ft. PERMIT REQUIRED. *6 FT GRANDFATHERED SETBACK 14. DRYWELLS (OR DRIPLINES TO GRAVEL TRENCHES) REQUIRED FOR ROOF RUN-OFF. ALL MAX LOT COVERAGE BY BUILDINGS/DECKS: 25% RUN-OFF TO BE CONTAINED ON-SITE. 24.7% PROPOSED O.K. 15. INSPECTIONS REQUIRED BY OWNERS ENGINEER, 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS. LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 AS SHOWN ON COMMUNITY PANEL# 25001 CO588J DATED 7/2014 NOTE: IN FLOOD ZONE AE EL 11- NO BASEMENT OR BELOW GRADE CRAWLSPACE IS ALLOWED PER FEMA REGULATIONS. MANHOLE COVER MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. �4'0 PRECAST DONUT 1" OVER FIELD 4FIELD6 4" THICK 4000 PSI CONC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHIN 12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL NOT TO SCALE MIRAFI 140N NONWOVEN FILTER FABRIC OVER WASHED STONE 2.0" LATERAL WITH a BOTTOM OF STONE ELEVATION LISTED ORIFICES & SHIELDS \3/4" TO 1-1/2" DOUBLE _ WASHED STONE COMPACTED CLEAN MEDIUM SAND FILL ONLY. CROSS SECTION LEACHING FIELD N.T.S. 2.0"0 SCH-40 PVC ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 24 REQ. 1/4"0 HOLE AT 5' O.C. /r SNAP-ON EXACT DIAMETER HOLES SHIELD SHOULD BE SHOP DRILLED MTH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS Q DRAINAGE SLOTS PRIOR TO PLACING PIPE. ORIFICE SHIELD DETAIL NOT TO SCALE Yarmouth Health Department SPP VED (c ______ `-1r- me Date TITLE 5 SITE PLAN OF #32 LEWIS BAY BLVD WEST YARMOUTH, MA PREPARED FOR CHRIS KENNEY/D. BRADBURY N OF MgSS •�N OF MA DANIEL A.9c��� OJALA CIVIL � o A' ' No. 46502 " OJALA ; (p �o �� q NO. 40980 / STER ��� POP SSYO 6 s "'. N A L ENG !q � NOSURV� DATE DANIEL A. OJALA, P.E., P.L.S. DATE: 12-14-2016 REV.: 1-9-2017 (TRENCH DRAIN) REV.: 4-11-2017 (HOUSE FOOTPRINT) REV.: 5-22-2017 (BOH COMMENTS) off 508-362-4541 I fox 508-362-9880 downcope.com down cope engineefing, inc" civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 -- - iv_.)/V Mr-INIVCT UM/AUbUKT.UWU