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72 Mass Ave Site Plan
ZONING DISTRICT: R-25'' .40 4 NOTES JOB N0. Y75-13 q ' Brenner.dwg Q°e eoao I Job Folder S813 DO wy ko FRONT YARD 18.7'* f 1. LOCUS IS A.M. 22, PARCEL 427 / z� y SIDE YARDS 15' / $ / 7.4\� PROVIDE 2' HIGH RETAINING WAL 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON TOWN MON. NO 28 AND VERTCOM, p°y / 3. LOCUS IS IN FLOOD ZONE AE (EL. 11) ON FIRM PANEL 0588) DATED JULY 16, 2014. *203.5 1--(7.4' + 30')/2=18.7' 6), 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)LONG STANDING POLICY --A CORNER LOT HAS BENCH MARK -TOP OF MAG. NAIL 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.TWO FRONT YARDS AND 2 SIDE YARDS 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.SET IN PAVEMENT=7.62 NAVD886 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Shoo Je Q5 ROOF RUN OFF TO BE TO STONE x'01 \IPa 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Qof TRENCHES. /� /' 7.5 659 O D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 7 7,2 F \ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO ?e <1// ` \ /' \Q \ COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING LOCATION SCALE o 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. /6.937,2 6.8 \ - . 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 / \ / 8.1 pEi \ IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). / V / � 11x 7.7 h , 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, /6.60 9 F AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(fee p5 i \ BENCH MARK --TOP MAG. NAIL // / / �Oe 5\76 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. IN PAVEMENT=6.07 NAVD88 / / / %270 ' \ Fill �7p0// �6 p0�c'�•x 9x2 1 0�0 \ 77.3 TEST HOLE DATE: September 2, 2015 (Reported from) )pit) Slob in Crawl Space PERFORMED BY: Ron Cadillac, Soil Evaluator 60" 4.1 11x2 �� \ WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 4/2 13.3 PERC RATE: <2'-00"/inch C layer) / 6S 11 \l / ( loamy sand 2.9 SOIL SURVEY(1993): Carver coarse sand 74" // 7 / °1 ��e0�/ / \ \ Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits / Q 8.2 F 5 C layer 10yr 6/4 65// ' `' 91'00 �\ty. \)/ 9 // S -.3 �` Invert 8.83 Invert 8.78 20 ARC36LP CHAMBERS o loam Bond p_ Proposed m y J Pro osed / 6.5 P Invert 7 Yom' �:�i:�:yi ° � S (�` Use Gas Baffle .83 � _observed water :...:. / :� x �/ �. To Units =8.17 85" - 6.09 / ".•::::-�;:'•�' �y, Fr1� M�"� max. cover Proposed 2.0 / ......... ..:.::::�� P4 S=1/4"/ft 0 Filter Cloth 33 6, // / :::i4:;'.';a .•:.�:fi:•i:$,G-' G�?°� �,ygx.17x 0�_NP�R 2 4.6 9 Proposed S=1/8"/ft 3.. Max. 3 6 i 1500 Gal. S=1/8"/fk ,/ x, Invert 8.43 min. TiW�, , - *_ Inspection Port 124" -1.2 /Z J / 6,:y /' ........•` :?I Proposed Ic Tank �� 6,07 S/ ...... a ........ i x, 9. i i 8 / ept� 6.16 6' :`.:::'x' 2 S- / 3. „ T TEST HOLE 2 I 7.s ..� sem. �°I Invert 8.00 Invert 7.82 xA T 2 4.9 / i 6" Stone or compact Proposed Proposed 5.5' 5' Bottom DEPTH (inches) ELEV.(feei 9.1 a AREA=12,500±S.F. .4 4.4o s.z I 20' -i I- 18' - + I -� High mind wote 2.5 NAW88 7.5' PROVIDE SWALE V sg, + 1 Fill FOR RUN OFF �..• 3.9 m 1 Locus Is'rsh 300' Med. Sand) '6' 6.6 OR 2 _ �q 2A of Salt Marsh (Reported from pit) / / 4.4 Observed water -2.0 9.0 9. Four days atter fun moon 66 3.7 'k� DESIGN DATA B layer ° nd /2 / N/F 1�p0 / _ N 7.4 59/' 84" 2.2 / / 6 ° ' / / �� HELLMAN � � � 9.2 6 � d � BEDROOMS: 3 LEACH AREA G layer loyr s/s 6 6, 8.2 8 �yh� 3,4 GARBAGE GRINDER: No loamy sand 8.6 7; \ / WETLAND (BVW) PER REQUIRED CAPACITY -USE 20 ADS ARC 36LP 330 GPD (3.8" INVERT) CHAMBERS BRADFORD HALL IN A 50' X 5'-8" X 3.8" LEACH AREA. 7.4' Q 'C� 4,1 PROPOSED SEPTIC TANK: 1500 GAL. / 0 5� 6,69// 4,G TRANSECT < 4:1 EFFECTIVE LEACHING AREA: 473 SF S� - SNf� / 1 '0 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 5, REMOVAL 132 -1-a 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DO 60' X 15'-8" REMOVAL DOWN 6' TO 7' \\ 11'O y 4'2 �./ . 3,7 DESIGN CAPACITY: 350 GPD TO C LAYER. EXISTING FILL, MED. SAND, / N/F [(473 SF) X .74 GPD/SF] MAY BE STOCKPILED TO USE IN REMOVAL. SEPARATE SANDS� T.O.Y SUBSOIL. ANDDDEBRIS. FROM TOP SOIL 0 4' DEEP IMPERVIOUS BARRIER --95 L.F. OF 40 MIL P go( -4 v-, 14�p r, - I-DLr'- M-AXIMUM FEASIDLE COMPLIANCEPP OVA S REQU S • valid for REPAIR OF SEPTIC SYSTEM 1. VARY LEACH AREA TO WETLAND BY 25' 0, , due to State and Local septic variances. 2 VARY RESERVE AREA TO WETLAND BY 30' Board of Health review and approval is required for 3. PERMISSION TO USE FILL WHERE WATER TABLE IS LESS THA Janv future additions/renovations/alterations to QLYETHYLENE TO ORIGINAL GRADE. gf�iE-Tesand/or structures/dwelling. (MILLER BREAKOUT**) ALL ABOVE LOCAL REG. 3.7 Yarmouth Health Departme twQr TOP BARRIER=TOP APPROVED t� I.rc =8.2 GRADE ABOVE }) BARRIER=8.6 MIN., BOT- TOM BARRIER=6.0 SITE PLAN 1 1 (** OR EQUAL) I Rome Date LEGEND TH 1 TEST HOLE LOCATION, NUMBER -PW- PROPOSED WATER LINE 9.5 x9,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �6 EXISTING CONTOUR --8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) HI EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) - - - - - PROPOSED WORKLIMIT REV. 01/05/16 --FRONT STEPS, DRIVEWAY, GRADES REV. 12/21/15 --FOR HEALTH DEPT.--SWALE & MOVE LEACHING REV 12/18/15 --FOR BUILDING INSPECTOR- FOUND. ELEV. & LOWER HOUSE TO TWO STORIES REV. 12/14/15 --FOR HEALTH DEPT. --ADD VARIANCES, PROP. WATER THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGI ED STAMP SIGNATURE. CF ���Z MASyq y�p�t q ` RONALD ti��m°+ RONALD CyGNm to JAMES o` JAMES I" CADILLAC `� (" CADILLAC v\ # 1060 # 35779 Q <, SSS° Q q4p SURVEY°y-. HEALTH AGENT APPROVAL DATE ONE G iN RICHARD P. BRENNER 72 MASSACHUSETTS AVENUE, WEST YARMOUTH OCTOBER 1, 2015 SCALE: 1 "=20' - RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1