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Home My WebLink AboutApp# 3-A040I YJ�91 MOUTH TOWN �i._ERK RECENED 3 - d.0 �{O CONTINUOUS TODG€.VENT,.__.. c:. CONT\tiuoUS 0.\AGE VENC ,ASP\i F;Li-ROS)F S`a\NG\:ES. —��C SH�NG�ES I Y .RMOUTH TO\A,I i CLERK il3 MAR 27 All 9: 30 RECEIVED MR�MRS. c�ra� �\Zavzt�t�v _. LOT 14 Y1iEpsA\ST COVL C1 r Ll. YARMovTN PoR� , M� SCALE:' APPROVED BY: i/4.= 1'0' , DRAWN BY DATE: DRAWING NUMBER 3—A 04o 5 White Summersweet Lawn 1 Red Sunset Maple Lawn i i 1 Hatfield Yew r 3/4" Native Stone Driveway I r I 1 Heller Japanese holly 1 Th eadleof joponese maple Steps 5 War rave Pink Cranesbill Lawn a �„us '� GO 4 1 C T- ' " '911^• r r m m4 Lawn no `' E 14 Pink Winter Heath 1 Chaste tree I i I Lawn 5 Compact Burning Bush Tree & Shrub List Ouontity Scientific Name Common Name Size 1 Acer polmotum 'Dissectum Viridis' Threadleof japcnese maple 3-4' 1 Acer rubrum 'Red Sunset' Red Sunset Maple 1.5-2"–Cal 6 Azalea mocrontha Single Pink Azalea 3–Gal 2 Azalea mucranulatum Cornell Pink Corneli Pink Azalea 3–Gal 3 Marie's Doublefile Viburnum 1 Buddleic davidii Pink Delight Pink Butterflybush 3–Gal 2 Buddleia nanho Blue Dwarf Blue Butterflybush 3–Gal 6 Buxus sempervirens Common Boxwood 24-30" 4 Clethra alnifolio Ruby Spice Dark Pink Summersweet 3–Gal Lawn 5 Clethra alnifolio peniculato White Summersweet 3–Gal 3 Cornus kousa Kouso Dogwood 6-7' \f 10 Cupressocyparis leylandei Leyland Cypress 15 -Gal 0 14 Erica Med. Pink Pink Winter Heath 1–Gel 1 Arrowwood Lawn 5 Euonymus clatus compcctus Compact Burning Bush 3 -Gal 3 Hibiscus syriacus 'Pu!cherimus' Pink Rose–of–Sharon 3-4' i Pink Butterfi bush\ I 2 Hydrangea macrophylla Nikko Blue Double Blue Hydrangea 24-30" ,-% y I- 3 Hydrangea macrophylla Pia Dwarf Pink Hydrangea 3–Gal 1 Ilex crenato 'Heller? Heller Japanese holly 3–Gal > 4 Compact inkberry 4 Ilex globro compacta Compact Inkberry 3–Gal 1 Prunus serrulate Kwanzon Kwanzon Cherry 2-2.5"–Cc! Q1 4 Rhododendron Olga Mezitt Peach PJM Rhododendron 24-30" N 36 Rosa The Fairy Pink Fairy Rose 2–Gal 2 Spiraeo Anthony Waterer Dark Pink Spirea 3–Gat 2 Burkwood viburnum 1 Syringa vulgaris purpureo Common Liioc 7–Gal 1 Texus media hatfieldii Hatfield Yew 3-4' I , 7 Thujo occidentalis techney Techney Arborvitae 4-5' ' 2 Viburnum burkwoodii Burkwood viburnum 3–Gal 5 Bath's Pink Dianthus 4 Dark Pink Summersweet 1 Viburnum dentatum Arrowwood 3–Gal - 3 Viburnum plicatum tomentosum Mariesii Marie's Doublefile Viburnum 3–Gal 1 Vtex agnus–castus Chaste tree 7–Gal 3 Dwarf Pink Hydrangea ' Lawn > : : Perennials List 6 Commol Do'erood 9 Walker's Cotmint Wood Steps ( Quantity Scientific Name _ Common Name Size 1 5 Dianthus Bcth's Pink Bath's Pink Dianthus 1–Gal - 5 Geranium endressi Wcrgrave Pink Wargrove Pink Cranesbill 1–Gal 6 Single Pink Azalea / , 9 Nepeto mussini Walker's Low Walker's Catmint , 1–Gal 2 Dwarf Blue Butterflybush 2 Double Blue Hydrangea I 2 Dark Pink Spires : 1 Common Lilac 2 Cornell "Pink Azalea : I AC - I t - 4 Peach PJM Rhododendron / atone aieps y ` I _—// ! Lawn 36 Pink Fairy _Rose 10 Leyland Cypress Lawn 3 Pink Rose–of–Sharon _ 1 Kwanzon Cherry 2'-3' fieldstone or Roman Pisa block retaining wall - -- — -' 7 Ts+rhnav ArhArvtnP I i. . f l: The Pitruzzello Residence I 14' Pheasant Cove Circle, Yarmouthport By Philip ,L. Cheney 508-394-1373 Scale: 1 /8" 1 ' —0" 2/26/2003, T SYSTEM PROFILE BIO FOR MINIMUM .75' OF COVER OVER PRECAST BIOCLERE FLOOR=23.5±' (NOPTO SCALE) ACCESS COVER (WATERTIGHT) TO TOP FNDN = 22.5'/23.5±' BIOCLERE 1 18" ABOVE GRADE WITHIN 6" OF FIN. GRADE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER TO FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM DESIGN FLOW: 3_ BEDROOMS (11 0 GPD) = 330 GPD 22 E RECYCLE LINE AG�Q RUN PIPE LEVEL 2' DOUBLE WASHED 1/8' - 1/2' PEASTONE USE A 330 GPD DESIGN FLOW INTO SEPTIC TANK/FOR FIRST 2' 21.65' SEPTIC TANK: 330 GPD (2 ) 660 18.5' qy �� 0 PROPOSED 1500 y�� 0 21.15' 1500 21.17' USE A GALLON SEPTIC TANK GALLON SEPTIC 21,3¢' s� 96'® 18.0' TANK (H- 1-0 17 .75' 6 SUMP o0 0 LEACHING: FACTORY WATERPROOF GAS SIDES: 2(54 + 12) 2 (.37) = 97.6 SEE DETAIL BAFFLE 19.15' MIN BOTTOM: 54 x 12 (.37) = 239.8 ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL ( SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED STONE TOTAL: 911 S. F. 337.4 GPD 4' COMPACTION. (15.221 [2]) PRECAST MOUNTING PAD 4' (15.212) DEPTH OF FLOW - (_% SLOPE) USE 6 FLO DIFFUSORS WITH 3' STONE AT ENDS, TEE SIZES 4' STONE AT SIDES, AND 12" UNDER INLET DEPTH = 10" (54' L. x 12' W. x 2' DEEP) OUTLET DEPTH = 14 MOTTLING Q 15.15' 2913 MAR 27 All 9. 31 RECEIVED py I e Asq'VT i 00 � oRc <F i m t 0 LOCUS 4TH ocy LOCATION MAP NO SCALE _ - 15.17' FOUNDATION- 18' ST 3' BIOCLERE -- 5' PUMP 7' D' BOX 4' LEACHING ASSESSORS MAP 149 PARCEL 33 CHAMBER FACILITY BOARD OF HEALTH ZONING DISTRICT: R 40 MA YARD SETBACKS: APPROVED DATE FRONT = 30' ELEV. ELEV. OBS. WATER EL. 3.98' 2 SIDE = 20' 0„ Q 16.65' O" Q 16.21' REAR = 20' D T LEGEND F_l0_0_,O__1 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 - EXISTING CONTOUR O PROP. BIOCLERE UNIT T SYSTEM PROFILE BIO FOR MINIMUM .75' OF COVER OVER PRECAST BIOCLERE FLOOR=23.5±' (NOPTO SCALE) ACCESS COVER (WATERTIGHT) TO TOP FNDN = 22.5'/23.5±' BIOCLERE 1 18" ABOVE GRADE WITHIN 6" OF FIN. GRADE SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER TO FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM DESIGN FLOW: 3_ BEDROOMS (11 0 GPD) = 330 GPD 22 E RECYCLE LINE AG�Q RUN PIPE LEVEL 2' DOUBLE WASHED 1/8' - 1/2' PEASTONE USE A 330 GPD DESIGN FLOW INTO SEPTIC TANK/FOR FIRST 2' 21.65' SEPTIC TANK: 330 GPD (2 ) 660 18.5' qy �� 0 PROPOSED 1500 y�� 0 21.15' 1500 21.17' USE A GALLON SEPTIC TANK GALLON SEPTIC 21,3¢' s� 96'® 18.0' TANK (H- 1-0 17 .75' 6 SUMP o0 0 LEACHING: FACTORY WATERPROOF GAS SIDES: 2(54 + 12) 2 (.37) = 97.6 SEE DETAIL BAFFLE 19.15' MIN BOTTOM: 54 x 12 (.37) = 239.8 ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL ( SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED STONE TOTAL: 911 S. F. 337.4 GPD 4' COMPACTION. (15.221 [2]) PRECAST MOUNTING PAD 4' (15.212) DEPTH OF FLOW - (_% SLOPE) USE 6 FLO DIFFUSORS WITH 3' STONE AT ENDS, TEE SIZES 4' STONE AT SIDES, AND 12" UNDER INLET DEPTH = 10" (54' L. x 12' W. x 2' DEEP) OUTLET DEPTH = 14 MOTTLING Q 15.15' 2913 MAR 27 All 9. 31 RECEIVED py I e Asq'VT i 00 � oRc <F i m t 0 LOCUS 4TH ocy LOCATION MAP NO SCALE _ - 15.17' FOUNDATION- 18' ST 3' BIOCLERE -- 5' PUMP 7' D' BOX 4' LEACHING ASSESSORS MAP 149 PARCEL 33 CHAMBER FACILITY BOARD OF HEALTH ZONING DISTRICT: R 40 MA YARD SETBACKS: APPROVED DATE FRONT = 30' ELEV. ELEV. OBS. WATER EL. 3.98' 2 SIDE = 20' 0„ Q 16.65' O" Q 16.21' REAR = 20' D T FILL 12" Ap Ap 40" FINE SL 17" 10YR 3/2 AD 46" ALARM AND CONTROL PANEL Bhs SL MOTTLE 56" SL 10YR 5 TO BE INSTALLED INSIDE 10YR 6/4 64" C1 9" 1018 3/2 MOTTLE S 2.5Y 7/ BUILDING. ALARM TO BE ON [NV. IN 16.6' 2.5Y 6/4 IOYR 5 128' 5.54 C2 obs water SEPARATE CIRCUIT FROM PUMP SILT LOAM 2" PRESSURE PIPE TO D'BOX 1GLEY5/10Y 166 w 2.37 1000 GAL. H-10 S/ VERY F SAND 228" -2.7 800 GAL.+ SLOPE TO DRAIN BACK TO PC FINE SL ALARM ON FLOAT SWITCH RESERVE WEEP HOLE 15" 2.5Y 5/6 15.40 SETTINGS+ PUMP ON HECK VALVE 4' WORKING RANGE 8' ZOELLER 'WASTEMATE' 4' SUBMERSIBLE MODEL M282 1/2 HP PUMP 18" 15.15' PUMP OFF 4' SYSTEM (OR EQUAL) -. MOTTLES 30% C 0000 ooao NOTE: PROPOSED CONTOURS ARE TO BLEND WITH NEIGHBOR'S PROPERTY AT REAR (SEE ACCOMPANYING PLAN 1oYR 5/8 SILTY LOAM 000000 0000 6" CRUSHED STONE OR COMPACTION --�� BY PHILIP L. CHENEY, DATED 3/21/01) 68" 2.5Y 5/2 PE PUMP CHAMBER PERC ,X BANDS OF SILTY CLAY LOAM AT (NOT TO SCALE) . PERC: 120" - 158" FACTORY WATERPROOF SWELi-SOAK OVERNIGHT SWELL PROP. 40 MIL LINER, BASE ELEV. 10.0', TOP AT ELEVATION 16' PERC: 9:35/INCH (OVERLAP AND GLUE TOGETHER AS REQUIRED) BENCHMARK - CTR. OF 152" obs water 3.98 CATCH BASIN +t5.5B p0' PIPE DRAINS TO WETLAND EL. = 15.11 (NGVD) 120 /' (SALT MARSH) (INVERT AT OF PROVIDE HAYBALES AROUND CATCH BASIN AS SHOWN TO PREVENT SILTATION. ENGINEER TO CERTIFY LOCATION AND SUBMIT CERTIFICATION TO }15.48 ` ' N 10" CMP - 10.3') FAN F'OUSING 1-1/2' SCHD 40 PVC RECYCLE LINE°" LOCKABLE ACCESS COVER -2' 164" A PLAN REF. - 229/31 FLOOD ZONE: C HOUSE COVERAGE 2017 SF/15050 SF = 13.4% 2r EL. 14.38' TEST HOLE LOGS 11 ENGINEER: RICK JUDD, RS FILL 12" Ap Ap 40" FINE SL 17" 10YR 3/2 46" Bw Bhs SL MOTTLE 56" LFS 10YR 5 29" 10YR 6/4 64" C1 56" RC SILTY LOAM MOTTLE S 2.5Y 7/ 68" 2.5Y 6/4 IOYR 5 128' 5.54 C2 obs water SILT LOAM 2.5 Y 6/1 1GLEY5/10Y 166 2.37 C3 VERY F SAND 228" -2.7 30% PERC: 8:10/INCH WITNESS: BRUCE MURPHY, RS 2 /a 20z DATE:_ 713 & 14, 2000 / CLASS III SOILS TOWN, CATCH BASIN MUST BE CLEANE A - CONCLUSION OF CONSTRUCTION AND PRIOR TO +15.74 OCCUPANCY PERMIT ISSUANCE BY THE TOWN TH6 '15.45 PROP. 1500 GAL. SEPTIC TANK FILTER TH21 3'-0 3/8' S Y 4' SCHD 40 PVC Q FAILED ELEV. ELEV. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER 3' OUTLET COUPLING 17 37 OF LEACHING FACILITY DOWN TO SUITABLE SOIL LAYER REPLACE d •�'-- 0" 0" 6.27 17 WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY 1 TH 0 1' � REMOVAL. 2 SCHD 40 -�- LOCUS =LOT 42 PVC COUPLING J 15050±SF +17 9 5'-7 1/2' \PROVIDE APPROX. 67' OF 40 MIL4'-5 1/2' TH LINER AT 5' OFF LEACH FACILITY AT SUMP 6+ LIMIT REMOVAL, AREA SHOWN. -{-16.02 � 32.6' AT TOP AT EL. 21.T, BOTTOM AT EL. a 15.85 17.7'. OVERLAP ONTO CONCRETE i GAR SLAB 0 WALL. 4, - - ELEV. 20.0' 22.4 r y : ; �-CONCRETE y 1 •97 DR1NE +17.60 0 EXIST. CONC BASE PAD pPRO RET. WALL, EL PROP. 3 SR 22 y 20.5' CRUSHED STONE DWELLING TOP FNDN. = 22.5 1' T N p •' NOTE: IF PRIMARY SYSTEM SHOULD FAIL, REMOVE SYSTEM IN C ' 0 ITS ENTIRETY, REMOVE ALL CONTAMINATED SOILS AND REPLACE P 31/Y +17.46 SOILS AND SYSTEM IN KIND. ENGINEER TO INSPECT AND CERTIFYLL 4' 0' �/ o B6.6 REMOVAL AND REPLACEMENT. MODEL 16/12-350 C 7 TH 1 ABUT. >•"'4 +17. 4 21.7' LEACH 81 +I7.99 FIELD A 241 DUCHAINE BLVD. W 1 BIOCLERE DETAIL FROM: �F P.O. BEDFORD MA 02745 0.5' 18 +,, . ^ (508) 998-7577 FAX (506) 996-7177 O. PROP. NT p °0 16, 1 16.78 7- v! - PERC: > 30 MIN/INCH PERC: > 30 MIN/INCH \ .75 CONC. RET. WALL AT EL. 21.7' \ 1 TITLE 5 VARIANCE REQUIRED: - 17 37 129 00 +16.77 STEEL LIDS 15.248 NO RESERVE" Q ELEV. Q ELEV. DUE TO VARIABILITY OF SOILS IN AREA, FOUNDATION TH4 STONE RET. WALLS AT GRADE TOWN OF YARMOUTH VARIANCE REQUIRED: 0" 15.83' 0" 15.45' DRAINS MAY BE REQUIRED (SEE DETAIL) 3.7: PROPOSED LEACHING FACILITY TO BE 55' TO SUBSURFACE DRAIN (45' W EL. = 20.5' VARIANCE REQUESTED) A Ap \ 17.53 F DY FI SANDY LOAMLOAM \ ELBOW OL 6" t OYR 3/2 6" 10YR 3/2 _ \ +17.19 ' FNDN 1/Z UO 10 DEPTH Cl Cl i-1/2" RECYCLE LME 15,16 ® 8"t 4D ta" 14,28' +17.59 (SCHD. 80 INTERIOR PIPING) MOTTLES, 25% SILTY LOAM 6 MIL POLY VINYL AND MASTIC 1500 GAL PRECAST sEPnc TANK MOTTLES 20% 2.5r 7/s 25Y 6/2 SILTY I OAM 10YR s/s 2.5Y 6/4 7.SYR 8/6 EL 21.T 110 ON INSIDE OF RETAINING WALL PERC ® PERC < 8 MIN/NCH SEPTIC TANK DETAIL 60^ PERC 2.5Y 6/4 REQUIRED INSPECTIONS AND CERTIFICATIONS Li PERC < 7 MIN/INCH 60" q PROP. STONE BLOCK 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS °COMPLETE. a- RET. WALL EL. 20.5' #3 BARS O 12" HORIZONTAL, 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING ° CONTINUOUS AT CORNERS 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING O EL. 18.E 150" abs water 3.3' OF WALL Ld - S' 7 ` 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY CD ° EL. 16.7' DEPOSITED d EL. 22.5' C2 130" obs water 4.6' 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND F - VERY o PUMP MECHANISMS AFTER INSTALLATION I / 2^ #5 BARS 12" O.C. FOR VERTICAL I 30 ± CL. •.'' REINFORCEMENT ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT / THE RETAINING WALLS, LANDSCAPE TIE KNEE WALLS, FINAL GRADING, I r PROP. FNDN. 162" FINE SANDS 136" 4 SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED I - 46" IN SUBSTANTIAL COMPLIANCE NTH THE APPROVED PLAN EL. 16.5 #4 BARS, 12" CENTERS 12 3„ 13.7' BASE £L. 3" CL. NATURAL SOIL CONC, RET. WALL (NTS) 00-24,'? (SEPTIC SYSTEM) SECTION B -B 1 " _' 10' NOTES:_ 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 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 VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. ELECTRICAL PERMIT REQUIRED TITLE 5 SITE PLAN OF 14 PHEASANT COVE CIRCLE IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: CARL PITRUZZELLO 20 0 20 40 60 SCALE: 1" = 20' DATE: NOVEMBER 7, 2000 REV. 1/27/01 REV. 1/31/01 REV. 3/14/01 (3BR/BIOCLERE) REV. 8/2/01 (HSE) REV. 9/10/01 (NOTE) REV. 9/10/02 (C.BASIN NOTE) te OF MREV. 2/11/03 (HSE, GRADING) o� ARNP �y�\ /`kxlH Of � H• p� 8 JALA y .28348 N' c r ly A S. DATE J X7/4! off 508-362-4541 , fax 508 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 main st, yormouth, ma 02675 3.0, FILL 32" A Ap 40" F - SL 17" E 46" LFS Bhs Bhs 56" LFS 15.12' BS Bs 64" FS 32" Cl SILT LOAM Cl 20" SILTY LOAM 16.78 7- v! - PERC: > 30 MIN/INCH PERC: > 30 MIN/INCH \ .75 CONC. RET. WALL AT EL. 21.7' \ 1 TITLE 5 VARIANCE REQUIRED: - 17 37 129 00 +16.77 STEEL LIDS 15.248 NO RESERVE" Q ELEV. Q ELEV. DUE TO VARIABILITY OF SOILS IN AREA, FOUNDATION TH4 STONE RET. WALLS AT GRADE TOWN OF YARMOUTH VARIANCE REQUIRED: 0" 15.83' 0" 15.45' DRAINS MAY BE REQUIRED (SEE DETAIL) 3.7: PROPOSED LEACHING FACILITY TO BE 55' TO SUBSURFACE DRAIN (45' W EL. = 20.5' VARIANCE REQUESTED) A Ap \ 17.53 F DY FI SANDY LOAMLOAM \ ELBOW OL 6" t OYR 3/2 6" 10YR 3/2 _ \ +17.19 ' FNDN 1/Z UO 10 DEPTH Cl Cl i-1/2" RECYCLE LME 15,16 ® 8"t 4D ta" 14,28' +17.59 (SCHD. 80 INTERIOR PIPING) MOTTLES, 25% SILTY LOAM 6 MIL POLY VINYL AND MASTIC 1500 GAL PRECAST sEPnc TANK MOTTLES 20% 2.5r 7/s 25Y 6/2 SILTY I OAM 10YR s/s 2.5Y 6/4 7.SYR 8/6 EL 21.T 110 ON INSIDE OF RETAINING WALL PERC ® PERC < 8 MIN/NCH SEPTIC TANK DETAIL 60^ PERC 2.5Y 6/4 REQUIRED INSPECTIONS AND CERTIFICATIONS Li PERC < 7 MIN/INCH 60" q PROP. STONE BLOCK 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS °COMPLETE. a- RET. WALL EL. 20.5' #3 BARS O 12" HORIZONTAL, 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING ° CONTINUOUS AT CORNERS 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING O EL. 18.E 150" abs water 3.3' OF WALL Ld - S' 7 ` 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY CD ° EL. 16.7' DEPOSITED d EL. 22.5' C2 130" obs water 4.6' 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND F - VERY o PUMP MECHANISMS AFTER INSTALLATION I / 2^ #5 BARS 12" O.C. FOR VERTICAL I 30 ± CL. •.'' REINFORCEMENT ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT / THE RETAINING WALLS, LANDSCAPE TIE KNEE WALLS, FINAL GRADING, I r PROP. FNDN. 162" FINE SANDS 136" 4 SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED I - 46" IN SUBSTANTIAL COMPLIANCE NTH THE APPROVED PLAN EL. 16.5 #4 BARS, 12" CENTERS 12 3„ 13.7' BASE £L. 3" CL. NATURAL SOIL CONC, RET. WALL (NTS) 00-24,'? (SEPTIC SYSTEM) SECTION B -B 1 " _' 10' NOTES:_ 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 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 VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. ELECTRICAL PERMIT REQUIRED TITLE 5 SITE PLAN OF 14 PHEASANT COVE CIRCLE IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: CARL PITRUZZELLO 20 0 20 40 60 SCALE: 1" = 20' DATE: NOVEMBER 7, 2000 REV. 1/27/01 REV. 1/31/01 REV. 3/14/01 (3BR/BIOCLERE) REV. 8/2/01 (HSE) REV. 9/10/01 (NOTE) REV. 9/10/02 (C.BASIN NOTE) te OF MREV. 2/11/03 (HSE, GRADING) o� ARNP �y�\ /`kxlH Of � H• p� 8 JALA y .28348 N' c r ly A S. DATE J X7/4! off 508-362-4541 , fax 508 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 main st, yormouth, ma 02675 3.0, FILL 12" - Ap FINE SL 17" 10YR 3/4 Bhs LFS 27" 10YR 6/6 15.12' BS LFS 32" 10YR 6/4 Cl SILTY LOAM 78" obs water 2.5 Y 6/1 120" 16.78 7- v! - PERC: > 30 MIN/INCH PERC: > 30 MIN/INCH \ .75 CONC. RET. WALL AT EL. 21.7' \ 1 TITLE 5 VARIANCE REQUIRED: - 17 37 129 00 +16.77 STEEL LIDS 15.248 NO RESERVE" Q ELEV. Q ELEV. DUE TO VARIABILITY OF SOILS IN AREA, FOUNDATION TH4 STONE RET. WALLS AT GRADE TOWN OF YARMOUTH VARIANCE REQUIRED: 0" 15.83' 0" 15.45' DRAINS MAY BE REQUIRED (SEE DETAIL) 3.7: PROPOSED LEACHING FACILITY TO BE 55' TO SUBSURFACE DRAIN (45' W EL. = 20.5' VARIANCE REQUESTED) A Ap \ 17.53 F DY FI SANDY LOAMLOAM \ ELBOW OL 6" t OYR 3/2 6" 10YR 3/2 _ \ +17.19 ' FNDN 1/Z UO 10 DEPTH Cl Cl i-1/2" RECYCLE LME 15,16 ® 8"t 4D ta" 14,28' +17.59 (SCHD. 80 INTERIOR PIPING) MOTTLES, 25% SILTY LOAM 6 MIL POLY VINYL AND MASTIC 1500 GAL PRECAST sEPnc TANK MOTTLES 20% 2.5r 7/s 25Y 6/2 SILTY I OAM 10YR s/s 2.5Y 6/4 7.SYR 8/6 EL 21.T 110 ON INSIDE OF RETAINING WALL PERC ® PERC < 8 MIN/NCH SEPTIC TANK DETAIL 60^ PERC 2.5Y 6/4 REQUIRED INSPECTIONS AND CERTIFICATIONS Li PERC < 7 MIN/INCH 60" q PROP. STONE BLOCK 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS °COMPLETE. a- RET. WALL EL. 20.5' #3 BARS O 12" HORIZONTAL, 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING ° CONTINUOUS AT CORNERS 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING O EL. 18.E 150" abs water 3.3' OF WALL Ld - S' 7 ` 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY CD ° EL. 16.7' DEPOSITED d EL. 22.5' C2 130" obs water 4.6' 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND F - VERY o PUMP MECHANISMS AFTER INSTALLATION I / 2^ #5 BARS 12" O.C. FOR VERTICAL I 30 ± CL. •.'' REINFORCEMENT ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT / THE RETAINING WALLS, LANDSCAPE TIE KNEE WALLS, FINAL GRADING, I r PROP. FNDN. 162" FINE SANDS 136" 4 SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED I - 46" IN SUBSTANTIAL COMPLIANCE NTH THE APPROVED PLAN EL. 16.5 #4 BARS, 12" CENTERS 12 3„ 13.7' BASE £L. 3" CL. NATURAL SOIL CONC, RET. WALL (NTS) 00-24,'? (SEPTIC SYSTEM) SECTION B -B 1 " _' 10' NOTES:_ 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 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 VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, 11. ELECTRICAL PERMIT REQUIRED TITLE 5 SITE PLAN OF 14 PHEASANT COVE CIRCLE IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: CARL PITRUZZELLO 20 0 20 40 60 SCALE: 1" = 20' DATE: NOVEMBER 7, 2000 REV. 1/27/01 REV. 1/31/01 REV. 3/14/01 (3BR/BIOCLERE) REV. 8/2/01 (HSE) REV. 9/10/01 (NOTE) REV. 9/10/02 (C.BASIN NOTE) te OF MREV. 2/11/03 (HSE, GRADING) o� ARNP �y�\ /`kxlH Of � H• p� 8 JALA y .28348 N' c r ly A S. DATE J X7/4! off 508-362-4541 , fax 508 362-9880 down cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 main st, yormouth, ma 02675 3.0,