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Home My WebLink About151.90 - Site and Sewage PlanD.T.H. #1 a D.T.H. #2 ala 1 DATE: 11/18/02 DATE: 11/18/02 9C 39.3 GROUND ELEV 35.5 GROUND ELEV 34.6 `� \ NO GROUNDWATER NO GROUNDWATER A/0 A/0 BENCHMARK / �gTFR `\ \ \ SANDY LOAM SANDY LOAM TOP OF CONCRETE BOUND 0 \ 10YR 3/3 10YR 3/3 ELEVATION 40.00 4b B B \ � \ 9' `�\\ 402 \\\ �/ \ SANDY LOAM SANDY LOAM 1 OYR 5/8 1 OYR 5/8 g8, ' ` 4p i4p' O'A , p .. 4 pf Y j/ 14P z SILT LOAM ✓'`: `.�� \ T� OR/Vq \ ELEV Y 630.0 SILT LOAM N/F // �\ \�\\ \ S\2'F\\\ TFIV4) WOODWARD i / � / Y 2.5Y 6/6 ASSESSORS MAP 151 C-2 ELEV = 26.1 102" PARCEL 91 FINE LOAM C-2 #11 LONGFELLOW DRIVE SAND MED. SAND \ \ \ 2.5Y 7/4 2.5Y 7/4 \ i 0 o O� °moo' ORN 0, } <<O� t o OG o� N ti O� LOCUS i I i I € 6A �0 I �O fO, 01-1 I 0 ti LOCUS MAP i NOT TO SCALE: DATUM: VERTICAL DATUM: ASSUMED BENCH MARK USED: TOP OF CONCRETE BOUND AT NORTHWEST CORNER OF LOCUS. ELEVATION 40.00 TOP OF FOUNDATION ELEV. 43.3 FINISH GRADE ELEV. 42.0 10'®5=0.025 4" PVC SCH 40 INV.= 2 M INV.= 40.0 39.75 10"TEE 5'-T 4'-6 1/2" I L 14- TEE GAS BAFFLE 4'-1",LIQUID LEVEL 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED 1,500 GALLON PRECAST CONCRETE SEPTIC TANK 2- MIN 1/8--1/4- DOUBLE WASHED PEA STONE kylow, isle OWL 0 ON O'N' 0 C4 3/4' DOUBLE WASHED STONE 0 00 00000, • ► :•TWO • OF • _•• ►• - •=3 0, (POUT AROUND SYSTEM TO C -7 -(MEDIUM SAND) HORIZON MIN DEPTH INV.=39.24 m z ELEV a .� 37.12 35.2 S.A,S. (12.83' x 25.0') .t STRIPOUT (23 ± x 35.0 ) TEST PIT #2 ELEV 22.1 NO GROUNDWATER ENCOUNTERED 0 4b 38" C d -1 66" 84�" ELEV = 24.0 ELEV = 22.1 -- / v MIN. B.O.H. B.O.H. AMY VON HONE AMY VON HONE SOIL EVALUATOR. SOIL EVALUATOR ED. STONE ED. STONE 4 \ BACKHOE OPERATOR. O ELLIS BROTHERS >/ Qm o SOIL TYPE: ?/ o O \ \ \ \ \ \ PERC RATE: 3 MIN. PER INCH \ LOADING RATE: 0.74 GAL/SF/MIN _ _ .\ . �_\ \-. >.\._� \ \ _ / 42'0 PROPOSED INDICATES DEEP +� j / OP OS DTH #2 \ 12.83'x25.0' # DTH 2 TEST HOLE RESERVE ` 4 c 12. 25.0 0• AREA �� N� S.A.S. D -B O INDICATES _ // OPROPOSE' _i \\\\ P -1A 44" PERC TEST - // PROPOSED 24' x 22' / 2 2' 1500 GAL' - _ \ \ \ \ \\ \ \\ �� ` h6 2 •9 GARAGE (SLAB 42.0) z SEP. TANK DTH # GENERAL NOTES: / PROPOSED 26' x 36' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. \ 41,0 3 BEDROOM / / ) \\ \ o w\ TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS DWELLING P_ FOR SUBSURFACE DISPOSAL OF SEWERAGE. BASEMENT SLAB 35.5 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE TOP OF FND. REAR 36.0 ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING I TOP OF FND. FRONT. 43.3 ACCESS PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE I 0 PROPOSED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY CONCRETE BOUND I DECK ,� MUST WITHSTAND H-20 LOADING. DH FOUND I / 5 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION / �/ OF ALL UTILITIES PRIOR TO ANY EXCAVATION. I / 'S 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 1 / / 6 FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER / / o SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 33-0- GPD REQUIRED SEPTIC TANK 330 x_2 __ = 66_0 GAL. SEPTIC TANK PROVIDED = _1500 -GAL SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ <2 __--MIN./INCH LONG TERM APPL. RATE-91-4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 + 0.74 SF/GPD = 446 S.F. MIN. REQUIRED USING 3 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(12.83+25.0') x 2 = 151.3S.F. BOTTOM = 12.83' x 25.0" = 320.7S.F. TOTAL LEACHING AREA = 472S.F. 472 S.F x 0.74 = 349 GPD 349 GPD PROVIDED > 330 GPD REQUIRED = 19 GPD RESERVE NO GARBAGE DISPOSAL / GRINDER ALLOWED LOCUS INFORMATION CURRENT OWNER RAISE COVERS TO WITHIN 6" OF FINISH GRADE 1 LONGFELLOW DRIVE YARMOUTHPORT CENTER CHAMBER RISER FINISH GRADE PLAN BOOK 203, PAGE 111 TITLE REFERENCE RAISE TO WITHIN 6" ELEV. 41.6 FINISH GRADE OF FINISH GRADE ELEV. 40.9 GROUND ELEVATION 40.5 1 MIN. -3' MAX. COVER 14- TEE GAS BAFFLE 4'-1",LIQUID LEVEL 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED 1,500 GALLON PRECAST CONCRETE SEPTIC TANK 2- MIN 1/8--1/4- DOUBLE WASHED PEA STONE kylow, isle OWL 0 ON O'N' 0 C4 3/4' DOUBLE WASHED STONE 0 00 00000, • ► :•TWO • OF • _•• ►• - •=3 0, (POUT AROUND SYSTEM TO C -7 -(MEDIUM SAND) HORIZON MIN DEPTH INV.=39.24 m z ELEV a .� 37.12 35.2 S.A,S. (12.83' x 25.0') .t STRIPOUT (23 ± x 35.0 ) TEST PIT #2 ELEV 22.1 NO GROUNDWATER ENCOUNTERED 0 4b 38" C d -1 66" 84�" ELEV = 24.0 ELEV = 22.1 -- / v MIN. B.O.H. B.O.H. AMY VON HONE AMY VON HONE SOIL EVALUATOR. SOIL EVALUATOR ED. STONE ED. STONE 4 \ BACKHOE OPERATOR. O ELLIS BROTHERS >/ Qm o SOIL TYPE: ?/ o O \ \ \ \ \ \ PERC RATE: 3 MIN. PER INCH \ LOADING RATE: 0.74 GAL/SF/MIN _ _ .\ . �_\ \-. >.\._� \ \ _ / 42'0 PROPOSED INDICATES DEEP +� j / OP OS DTH #2 \ 12.83'x25.0' # DTH 2 TEST HOLE RESERVE ` 4 c 12. 25.0 0• AREA �� N� S.A.S. D -B O INDICATES _ // OPROPOSE' _i \\\\ P -1A 44" PERC TEST - // PROPOSED 24' x 22' / 2 2' 1500 GAL' - _ \ \ \ \ \\ \ \\ �� ` h6 2 •9 GARAGE (SLAB 42.0) z SEP. TANK DTH # GENERAL NOTES: / PROPOSED 26' x 36' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. \ 41,0 3 BEDROOM / / ) \\ \ o w\ TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS DWELLING P_ FOR SUBSURFACE DISPOSAL OF SEWERAGE. BASEMENT SLAB 35.5 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE TOP OF FND. REAR 36.0 ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING I TOP OF FND. FRONT. 43.3 ACCESS PORTS BROUGHT TO WITHIN 12 OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE I 0 PROPOSED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY CONCRETE BOUND I DECK ,� MUST WITHSTAND H-20 LOADING. DH FOUND I / 5 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION / �/ OF ALL UTILITIES PRIOR TO ANY EXCAVATION. I / 'S 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 1 / / 6 FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER / / o SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 33-0- GPD REQUIRED SEPTIC TANK 330 x_2 __ = 66_0 GAL. SEPTIC TANK PROVIDED = _1500 -GAL SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ <2 __--MIN./INCH LONG TERM APPL. RATE-91-4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 + 0.74 SF/GPD = 446 S.F. MIN. REQUIRED USING 3 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(12.83+25.0') x 2 = 151.3S.F. BOTTOM = 12.83' x 25.0" = 320.7S.F. TOTAL LEACHING AREA = 472S.F. 472 S.F x 0.74 = 349 GPD 349 GPD PROVIDED > 330 GPD REQUIRED = 19 GPD RESERVE NO GARBAGE DISPOSAL / GRINDER ALLOWED LOCUS INFORMATION CURRENT OWNER RICHARD W. MORGAN, Jr. ADDRESS 1 LONGFELLOW DRIVE YARMOUTHPORT MA 02675 PLAN REFERENCE PLAN BOOK 203, PAGE 111 TITLE REFERENCE DEED BOOK 6868, PAGE 092 ZONING DISTRICT R-40 SETBACKS FRONT 30' SIDE 20' REAR 20' FLOOD ZONF C ASSESSORS HAP 151 PAPCEL 90 LOT AREA 15,781± S.F. VARIANCE REQUESTED TOWN OF YARMOUTH TO ALLOW THE TOP OF FOUNDATION TO BE AT ELEVATION 43.5 IN LIEU OF THE 52.0 REQUIRED. 0 10 15 20 30 GRAPHIC SCALE: 1 INCH = 10 FEET FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. SITE AND SEWAGE PLAN 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF 20.2' SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 34. / �, �, O PROPOSED / � ,' � /,' j,/ �,� /P P REPAIR /UPGRADE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND -� � � STONE PATIO / , // , / // / / / � /pF LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 3s / 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 0 -\`/ ,/ // / //// // // BJP//#1 LONGFELLOW DRIVE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT N 30.2 / , / , , / // / / / F� (, IN ELEVATION OF THE OUTLET PIPE. _-`�� 684p2 `�---_ /� / / / / / / / � /Y l� 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 0" ` / / / / w YARMOUTH MASSACHUSETTS 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS _ , ` `� \ 24S,p�, 4.9 / BAFFLE 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC / 60.5' / / // ro°' y0 / / ,/ / //// / / / O SCALE 1" = 10' DATE: DEC. 9, 20 I 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND / l // / fPrO �°,'// / / / /CATCH �1 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE `� `� / / / / �� / / / // / / BASIN `aP FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL N/F 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION MOORE TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW ASSESSORS MP 151 AND APPROVAL PARCEL9 #4 BAYRIDGE DRIVE CONSTRUCTION NOTES: Pkv / 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 39 �/ // // // / / // / P� ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING/� C/) ` / �tl✓ i WORK ON THE SITE. ' 1 _ . MARBLE BOUND / / J 9 _ - - - - - - - SUPPORT POLE g a 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE ,� T FOUND a WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT I /' / / / / 35/311 a fN or Qom• 1 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. I Mt4B i////// � �\ UTILITY POLE��, �I�r•'�\5 i 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING 40 6A/311€ERrF q }I MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND 41 S.A.S. AREA IS PROHIBITED 42 43---- Y44 - ---- _/ / // / / p BENCHMARK HYDRANT FLANGE BOLT •., �'�_`f 45 ----� // ./ / //./rid ELEVATION 51.17 50 A\ \ PREPARED FOR: moo' Mr. RICHARD W. MORGAN, Jr. #1 LONGFELLOW DRIVE YARMOUTHPORT MA 02675 ?2 PREPARED BY: r EAS SURVEY, INC. c EDWARD <, 141 RT. 6A44 A STONE q No 29980 P.O. BOX 1729��,�F SANDWICH, MA 02563 t° PH. (508) 888-3619 6 FAX (508) 888-2496