Loading...
HomeMy WebLinkAbout83-1848 - Site PlanNOTE: THIS IS A SITE PLAN SURVEY AND NOT A COMPLETE PROPERTY LINE SURVEY BY THIS OFFICE. LOT LINES SHOWN ARE COMPILED FROM AVAILABLE '0<F DEEDS AND PLANS OF RECORD AND SO<io °otiiNc BOUNDS FOUND IN THE GROUND. s0O01 °'q<<F-�, (, 6 S *ANGULAR RELATIONSHIP OF NORTH1072 �S�Ns °/? S ON AND WEST LOT LINES TAKEN FROM 10.6 �°Nc '&0 e64, PLAN OF LAND IN WEST YARMOUTH S.B./D.H. 1 �o BELONGING TO FRANK H. WALKER FIND & HELD °8 ^10.15 �S DATED MAY 1923--P.B.10, PG.131 4.7'1 / 69 0`� fo frf i Tb / 11.5 ? •':. (10.g k 1L 97 � F` 10,4 .� NSF zs't CARR yr TSU Tj� 1115 PORTION OF EXISTING .3�� qj S/CT(/ � , / STRUCTURE TO BE REMOVED '•1.3'1 0)� /¢����:o�s: o E" 7.2'1 ,0y Q O / i p "e9 f E...... � DISCONNECT EXISTING WATER � V �- O / �, � /,J •; :, f Fi(1'j; 3 1 10.7 SERVICE WHICH MAY BE - Q�QVQP6� 4.8 IN THIS AREA Q �J ` i r°;.` t::;: \ / a 10.5 _•,::::: E'ir:: .78a.9� 1p� 'L 10.x•0.4 \ 0 , \'6 r \ X10.81 HFRc err �' II / N' p \ I a4 . 10-7 ,ls \'1fFNlq .i 3 rlrrn ~ 1 �-r w ;f 9 99.E 1 o BENCH MARK--S.E. CORNER OF 9.9 '` . r i CONIC. SKIRT= 10.69 NGVD \ \ 4.9 \ h� l 1113 � \\ o��A 10.2 0 � i 9,7 � 10.1, l�a'�.N \ Qy\ ° i 4 �x i o 9.8 q to.5 / / C.B./DISC AWN w 3 m m 2 //G \ FIND & HELD \ q \ 10O 5.6 I 9.7 I co ; o 9.4 � 10.0 . 10 a ^ .5 U } S\ (9 0.1 PROPOSED SILT FENCE �� TURAL WORK LIMIT i22 ROSA RUGOSA 9.8 LAWN ��� 9.8 L 101 m 70 Q ,y\r r.;:x:•..:.:.:: ��� -----' -10.5 109 9S p Q ^ �� iQ_, •• r� I ^�� .11.6 C� �� �Py' r•r r:•r r:' f ':ir: 10.3 /G �.:......... . .. . - q4 97 g!6 11.4 G� 1L75 J \•:•: { �q LAWN :•:.. r ----G \�t:� •;.:i�?iic:..\y .'L ;,: .., ..,.:. /-'G kfr97-1�'.2 / t :. :. •9>• 10,3 ..;.• / 19 / TOTAL AREA ' QP 11 a 10.. + yon 's toad 4 .:•,:,:...::..,• do 11 = / , 0 0 0 ± S!F fro. \ \ .'q.7' . \ 2 / i S.B./CENTER FIND 8 / ..�...•::::.� 'C` ''• LAWN , � \�O0 \ Fk N F , ° o { wa a lo.a PARCEL 1 // `� r•:::. ::'•::•:::•:.., OQ r, \ .gyp VNO\ \ MACCUSPIE Q, c V co::. • : •........., �cc:•:. . ; ,\x ::•.: � ; C � . ��J � .11.1 / ,. ............ rell LAWN / \err:•.: 'S' , •� 50 �;�....'�:•: rrr::•r ? \s C 10.3 � T LEGEND / o 113 } TH 1 TEST HOLE LOCATION, NUMBER \••• \ / -P W- PROPOSED WATER SERVICE \ '• ` ?, / -W- WATER LINE MARKINGS E- UNDERGROUND ELECTRIC WIRES (SHOWN ONLY WHERE MARKED) \`::: •:..:9:.:;::: , T UNDERGROUND PHONE WIRES (IF SHOWN) G GAS LINE MARKINGS 9.5 x EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 11.0 V. -6-� EXISTING CONTOUR `'•'.` PROPOSED CONTOUR \ \ .•� EXISTING LIGHT POLE UTILITY POLE (IF SHOWN) \`:::';, :•.';101 ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) r C TREE (IF SHOWN, NOT ALL SHOWN) ' 3.6 REV. 2/05/09 --LEACHING VENTED REV. 1/22/09 --REMOVE PORTION STRUCTURE, MOVE APARTMENT, MOVE LEACHING REV. 1/21/09 --TOP FOUNDATION & SLAB ELEVATIONS 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: November 26, 2008 11" RAISE GRADE 5" OVER PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK, AS SHOWN. WITNESSED BY: Philip Renauld, Inspector 12 0 um PERC RATE: <2'-00"/inch (C layer) TOP SLAB AT OR ABOVE GRADE ON AT LEAST ONE SIDE, BENCH MARK -TOP & CENTER DISC CONIC. BOUND= 12.03 NGVD 'FROM EAGLE SURVEYING, INC. PLAN) minim SOIL SURVEY(1993): JOB NO. Y08-33 22" op. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits NOTES Combal3.dwg ROUTE 28 LEACH AREA Invert 8.57 1. LOCUS IS A.M. 22, PARCEL 8. 9.02 REQUIRED CAPACITY: 2. ELEVATIONS SHOWN ARE BASED UPON EAGLE SURVEYING, INC. PLAN OF LOCUS DATED 9/10/99. a H-10 Gas BaffleInvert 3. LOCUS IS IN FLOOD ZONES Al2(EL 12), V15(EL 16), AND B ON FIRM DATED JULY 2, 1992. af 300 SF PERFORATED PIPES SET 6' APART 4• ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) m Use 6" cover NOTE: FLOOD LINES SHOWN ARE SCALED 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. W Proposed LOCATIONS FROM FIRM. GROUND 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Hed e Row 1500 Gal. ELEVATIONS DIFFER. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Proposed Septic Tank 5' REMOVAL --IF NEEDED 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW NOT TO DO 5' REMOVAL DOWN 24"f TO D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. >£K13 BAY SCALE BENCH MARK--N.E. CORNER OF 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. CONC. SKIRT= 10.62 NGVD COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 1 ON LEACHING. LOCATION MAP 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. NOTE BURRED ELECTRIC & PHONE 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LINES ARE CLOSE TO EDGE OF RE- CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING MOVAL. WE HAVE NO OBJECTION TO REDUCING REMOVAL TO 3' ON 12. IF IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 THIS END FOR SAFETY, IF NEEDED. 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TALK WITH HEALTH AGENT. LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) .78a.9� 1p� 'L 10.x•0.4 \ 0 , \'6 r \ X10.81 HFRc err �' II / N' p \ I a4 . 10-7 ,ls \'1fFNlq .i 3 rlrrn ~ 1 �-r w ;f 9 99.E 1 o BENCH MARK--S.E. CORNER OF 9.9 '` . r i CONIC. SKIRT= 10.69 NGVD \ \ 4.9 \ h� l 1113 � \\ o��A 10.2 0 � i 9,7 � 10.1, l�a'�.N \ Qy\ ° i 4 �x i o 9.8 q to.5 / / C.B./DISC AWN w 3 m m 2 //G \ FIND & HELD \ q \ 10O 5.6 I 9.7 I co ; o 9.4 � 10.0 . 10 a ^ .5 U } S\ (9 0.1 PROPOSED SILT FENCE �� TURAL WORK LIMIT i22 ROSA RUGOSA 9.8 LAWN ��� 9.8 L 101 m 70 Q ,y\r r.;:x:•..:.:.:: ��� -----' -10.5 109 9S p Q ^ �� iQ_, •• r� I ^�� .11.6 C� �� �Py' r•r r:•r r:' f ':ir: 10.3 /G �.:......... . .. . - q4 97 g!6 11.4 G� 1L75 J \•:•: { �q LAWN :•:.. r ----G \�t:� •;.:i�?iic:..\y .'L ;,: .., ..,.:. /-'G kfr97-1�'.2 / t :. :. •9>• 10,3 ..;.• / 19 / TOTAL AREA ' QP 11 a 10.. + yon 's toad 4 .:•,:,:...::..,• do 11 = / , 0 0 0 ± S!F fro. \ \ .'q.7' . \ 2 / i S.B./CENTER FIND 8 / ..�...•::::.� 'C` ''• LAWN , � \�O0 \ Fk N F , ° o { wa a lo.a PARCEL 1 // `� r•:::. ::'•::•:::•:.., OQ r, \ .gyp VNO\ \ MACCUSPIE Q, c V co::. • : •........., �cc:•:. . ; ,\x ::•.: � ; C � . ��J � .11.1 / ,. ............ rell LAWN / \err:•.: 'S' , •� 50 �;�....'�:•: rrr::•r ? \s C 10.3 � T LEGEND / o 113 } TH 1 TEST HOLE LOCATION, NUMBER \••• \ / -P W- PROPOSED WATER SERVICE \ '• ` ?, / -W- WATER LINE MARKINGS E- UNDERGROUND ELECTRIC WIRES (SHOWN ONLY WHERE MARKED) \`::: •:..:9:.:;::: , T UNDERGROUND PHONE WIRES (IF SHOWN) G GAS LINE MARKINGS 9.5 x EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 11.0 V. -6-� EXISTING CONTOUR `'•'.` PROPOSED CONTOUR \ \ .•� EXISTING LIGHT POLE UTILITY POLE (IF SHOWN) \`:::';, :•.';101 ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) r C TREE (IF SHOWN, NOT ALL SHOWN) ' 3.6 REV. 2/05/09 --LEACHING VENTED REV. 1/22/09 --REMOVE PORTION STRUCTURE, MOVE APARTMENT, MOVE LEACHING REV. 1/21/09 --TOP FOUNDATION & SLAB ELEVATIONS 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE DATE: November 26, 2008 11" RAISE GRADE 5" OVER PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK, AS SHOWN. WITNESSED BY: Philip Renauld, Inspector 12 0 um PERC RATE: <2'-00"/inch (C layer) TOP SLAB AT OR ABOVE GRADE ON AT LEAST ONE SIDE, BENCH MARK -TOP & CENTER DISC CONIC. BOUND= 12.03 NGVD 'FROM EAGLE SURVEYING, INC. PLAN) minim SOIL SURVEY(1993): Carver coarse sand 22" op. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits BEDROOMS: 2 LEACH AREA Invert 8.57 LEACH FIELD 48„a No 9.02 REQUIRED CAPACITY: 12' X 25'Use USE A 12' X 25' X 6" DEEP (invert H-10 Gas BaffleInvert 8.20Crawloposed H-2060" 24" BOTTOM LEACHING AREA: 300 SF PERFORATED PIPES SET 6' APART Proposed 8.6=1 [(12' X 25')] /4"/ft Use 6" cover H-20 Top Peastone/filter cloth 0 SF PITCHED AT 1/16" PER FOOT. Proposed S-1 /8"/ft Insp>�n Port Screened CAP ENDS. vert 8.82 1500 Gal. Vent 102' Proposed Septic Tank 5' REMOVAL --IF NEEDED ----------- 6" [(30 SF) X .74 GPD/SF] A layer 10yr 3/3 sandy loam B layer 10yr 4/6 sandy loam C1 layer 10yr 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand Observed water i T 122" I I Invert 8.37 Invert 8.20 5, 7.6 I 6" Stone or compact Proposed Proposed I Bottom 10'--i-20'-i i �0° ; EI. 2.6 NGVD TEST HOLE 2 1.0' Adjustment is DEPTH (inches) ELEV.(feet) cD Provided DESIGN DATA - ° Observed Water=1.6 TH 1 BEDROOMS: 2 LEACH AREA 12 GARBAGE GRINDER: No REQUIRED CAPACITY: 220 GPD USE A 12' X 25' X 6" DEEP SEPTIC TANK: 1500 GAL. LEACHING FIELD. USE 2-19' LONG 24" BOTTOM LEACHING AREA: 300 SF PERFORATED PIPES SET 6' APART [(12' X 25')] AND 3' FROM THE EDGES AND SIDE LEACHING AREA: 0 SF PITCHED AT 1/16" PER FOOT. CAP ENDS. NONE so" DESIGN CAPACITY: 222 GPD 5' REMOVAL --IF NEEDED [(30 SF) X .74 GPD/SF] DO 5' REMOVAL DOWN 24"f TO LOAMY MEDIUM FINE SAND. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY COVER OVER SEPTIC TANK BY 3". (6" PROVIDED). 310CMR 15.228(1). 2. VARY REMOVAL BY 2' (3' PROVIDED) AT END, IF NEEDED. 310CMR 15.255 (5). THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE 120" SITE PLAN FOR A layer 10yr 3/3 sandy loam B layer 10yr 5/8 loamy sand C1 layer 2.5y 6/6 loamy med. fine sand C2 layer 2.5y 6/4 medium fine sand --------------- See TH 1 10.0 8.0 5.0 me] BARBARA J. CAMBAL TRUST 24 HEDGE ROW, W. YARMOUTH, MA DECEMBER 10, 2008 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2008 BY R.J. CADILLAC PAGE 1 OF 1