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HomeMy WebLinkAboutDecision 4552ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. S.F. ZONING DISTRICT: R25 PORCHES 0) rn S.F. PROP. n REQUIRED PROVIDED PROP. CHIMNEY/STEPS 42 S.F. LOT FRONTAGE 150' 70' 336 co LOT AREA 25,000 S.F. 10,290 S.F. Y o HOUSE FRONT YARD 30' 30.2' 00 HOUSE SIDE YARD 15' 15.2' Q HOUSE REAR YARD 20' 67' CHAMBERS WITH OUT STONE SET IN GARAGE SIDE YARD 15' 7.5' Ile GARAGE REAR YARD 20' 15' LOT COVERAGE 25% 19.2% 2' DEEP IMPERVIOUS BARRIER --60 L.F. OF 40 MIL VINYL BARRIER TOP BARRIER=TOP PEASTONE=11.52 MIN. OWING TO THE NARROW SHAPE OF THIS LOT, PLACING THE GARAGE HERE ENCROACHES ON THE PROPOSED SEPTIC SYSTEM AND REQUIRES HARD TURNS TO MAKE GARAGE USEABLE. j!98 N/F AROITO ....................,. ............... .........,.„y FZ 1H 2 12.02 v�`iGPRP Q_ QR Sp,% 7.5' LOT COVERAGE PROP. HOUSE 1165 S.F. PROP. PORCHES 150 S.F. PROP. DECK 280 S.F. PROP. CHIMNEY/STEPS 42 S.F. PROP. GARAGE 336 S.F. 0 TOTAL 1973 & NOTES 1973 S.F./10,290 S.F.= 19.2% N/F �1 .04 BARGSLEY \\-- 97 10.3"5 \\ 10.30 10.2j lo\\.\4 0.55 s \ 10.79 a' 12 O 10.31 \ 10.26 10.27 1 '_. Cz 14.0 7.5' r Y2 19 11.5 11,97 GE • 11 _ .. �X�S� . NOTES Jumes.dwg `IV 1. LOCUS IS A.M. 23, PARCEL 199. FB29/75 SB13/41 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM.. o �o 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. LOCUS IS IN FLOOD ZONE B & AE (BFE 11) ON PROPOSED FIRM MAY 2013. r 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) � -10 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. �o ~os 6.. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 9�0 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE COVERS: BUILD UP COVERS TO 3" BELOW GRADE-- 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 5 TEST HOLE DATE: March 13, 2014 10 PERFORMED BY: Ron Cadillac, Soil Evaluator - WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (C layer) 28„a SOIL SURVEY(1993): Carver coarse sand 36' GEOLOGIC MAP(1986): Harwich outwash plain deposits 2 Invert 10.73 21 ADS ARC 3610 CHAMBERS --\. 35 0. \ Invert 12.21 1 8 ` o a,+ \ Prop. Top Found. ProposG Use ased Baffle Invert 11 23 2 0 YC :. -ALO C- :. - 11.27 LOT 28 \ 12.0 Proposed Effluent Filter ProTop Units=11.52 0,290fS.F. 10�� Top Slab S=7/8"/ft g' min. cover I F--1 / See detail posed Filter Cloth 89 302 11 10.35 ROOFED 2 \ ENTRY WJE � 10,63 \ a i i 0 pP • _� 10.58 10.54 10,79 %� 10.87 _ PROPOSED HOUSE, PORCHES, - DECK, STEPS, CHIMINIE5=1637 S.F. 10.90 N/F JUMES BENCH MARK --TOP OF SPIKE SET DOWN 1" = 11.81 NAVD88 MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER COVER TO GRADE DRILL 3/8" WEEP/VENT HOLE Recommend Floots 2" PVC replaceable from top 10.69 QU1 Union connect/ Invert Alarm 32;; Check Valve Off 21" el. 8.23 6.19 �/6" STONE UNDER LEGEND Bottom TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) ---G GAS LINE MARKINGS x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) Y Observed Water=4.1 EXISTING CONTOUR g--- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 8/11/2014--GARAGE(S) & NOTES REV. 4/15/2014 --ZONING & LOT COVERAGE BENCH MARK --TOP OF NAIL SET UP 1' IN POLE = 12.90 NAVD88 ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. Proposed 3 Max. Invert 10.98 1500 Gal. P S-m/8"/ft �\ inspection Port Proposed Septic Tank 6.48 1 Sanitary T3.8" 120" Bottom Tee i 110-85 6" Stone or com aCt Invert 11.40 1 A layer 10yr 3/3I sandy loam B layer 10yr 5/8 loamy sand IC layer 2.5y 6/4 med. coarse sand 11. 10.7 r-111141 4.1 1.5 P Invert_ 11.17 1 Proposed ` 5 Bottom TEST HOLE 2 I I IProposed i 5 r 17' i X3'-1 I-19=+ i N 2'-i High Groundwater=5.85 DEPTH (inches) ELEV.(feet) • 10.46 1 I I I I 1 1I + 11 5 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI RED T MP D SIGNATURE. OF MgSS9cyG P�tH OF MgSSgC RONALD s RONALD N o JAMES JAMES CADILLAC " CADILLAC 'n # 35 9 # 1060 77 �o �ESS�OOQ- ik�SANI7hR�P J„4o SuR���a HEALTH AGENT APPROVAL DATE A layer 10yr 3/4 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/4 med. coarse sand SITE PLAN FOR JAMES G. 8c PATRICIA A. JUMES LOT 28, 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 fflu 4.1 Mel (-D5 1 1.75' USGS Adjustment 0 DESIGN DATA February 2014 Zones A Y Observed Water=4.1 6' BEDROOMS: 3 GARBAGE -GRINDER:.- ._ �,_ No _ LEACH AREA REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/11) 36' PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36LP (3.8" INVERT) EFFECTIVE LEACHING AREA: 496.65 SF CHAMBERS WITH OUT STONE SET IN 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 3 ROWS, AS SHOWN. 21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE) 5' REMOVAL & BARRIER DESIGN CAPACITY: 367 GPD 89 [(496.65 SF) X .74 GPD/SF] REMOVE TOPSOIL DOWN 10"± TO PUMP CHAMBER STORAGE CAPACITY: 330 GAL. B LAYER FOR 5' ALL AROUND AND UNDER. INSTALL BARRIER DOSES PER DAY: > 4 WHERE SHOWN. 120' THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI RED T MP D SIGNATURE. OF MgSS9cyG P�tH OF MgSSgC RONALD s RONALD N o JAMES JAMES CADILLAC " CADILLAC 'n # 35 9 # 1060 77 �o �ESS�OOQ- ik�SANI7hR�P J„4o SuR���a HEALTH AGENT APPROVAL DATE A layer 10yr 3/4 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/4 med. coarse sand SITE PLAN FOR JAMES G. 8c PATRICIA A. JUMES LOT 28, 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 fflu 4.1 Mel