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Home My WebLink About83-1791 - Topographic Site Plan% b 0 N 4 y 1q � ti 30 + Lj AFM 7" /GO YFf7K CG/2�T.oL O'✓�+EI , tC fisR>N tJLL "AOR- '.. Sr r� F<oo[a EL JZ J CO arra!_ c. Hifi LOCUS _MA r--- Scale: 1 in.tzo°oft, CASE CLC UT/[.ry.1�C 1E -.FLED r_ 7 41 NGVO /p Irt 3o y0 So 6C i0 B.� `jt in<> i o 72o qe /•40 ISo /E4 s�o /yip L EG E N1=) PROP699D GoMx v UNE Cg-1S:r (bseD etesr Rve AaBA b _ . e "14 -In No GONTb Ll P4xxx S I N49 S LOCA pA wrN ON!S /' = 2d•--WATQS2 LILAC MaDM S15D r son Er=014G tax Gy � AR�P6CLTY LIN& r PST•.`.. PCdOIbSBD O(iTRlBU7tON BOX, }� PROFtlSBb SR7r' BLLVAM40 N ��"'°'se„�, P'ROPoSCD SAS � u tJbISRAR,0UWM1J ury - Fovf ?F [, d vrvE LiwE PERRY GENERAL NOTES, _ �II , -•�� -. 1• --.�, \"�_- f 3598 { 1. ELEVATTONS REFER TO NGVD. ELEVATION BENCHMARK IS A NAIL SET IN C �, cl a THE BASE OF THE UTILITY POLE AT TTIE NORTH EAST PROPERTY CORNER V I Z PjSs f� AND IS SHOWN ON THE PLAN. FOR ADDITIONAL ELEVATION DATA POINTS ,X 6 ( 2'p1 CONTACT CAPE COD ENGINEERING, INC. .15�2.1 - - - 1 , ry , n' d � 2. PLAN REFERENCE: LCP 14426 H AND A TOPOGRAPHIC SURVEY PERFORMEDIS L - - - ON THE GROUND BY SOULE LAND SURVEYING, PETER SOULE P. Z : t' ,. ✓� -' �•� <.,, 0 - _ - - 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL CONFORM TO THE -��/`� �Z l.\. T�' - STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH - . REGULATIONS. e, / ' F-:. _ 4. A WORK LIMIT FENCE SUITABLE TO THE YARMOUTH CONSERVATION • i G'- -. ,r ! �F- 't j - l/'�'` , - 1L� _ _ _ - _ COSIlKISSION _SHALL BE SET IN PLACE ALONG THE DESIGNATED WORK Ql n o 1 l LIMIT PRIOR TO ANY WORK OCCU L�ti, 1- ,o, fd� �'_•, _ p. ti c)•r sr, 12RINGATTHESITE 5. INSTALLATION CONTRACTOR SHALL VERIFY THE NEW SOIL PIPE CONDMO. SOIL EVALUATION ti 0 AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK fi i rE 6. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE COMPLETELY REMOVED C' 9- i o - E/ r DEEP OBSERVATION HOLE 01 L - s FROM THE SITE. i Int Dartr. MAY 22, 2007; 6' tj' ! l; F-I'i ' V, ° a N'Rnesa: Phil Renaud,Yarmouth Health Dept representative 7. ALL UNSUITABLE 501E OR FILL WHERE ENCOUNTERED, SILALi,BE REMOVED O ( - ,GH , PERFOR.MF.D BY Robert M. Perry, P.E. TO A DISTANCE OF 5 FT, FROM THE PERIMETER OF THE SAS. SOIL TESTS Z y r.- LVDIC TE THA II1 1 � C� ^ � y E D \ � � ``as:,.. I • ��-�..2�.`.� %vf_-fie i�L, �f'.i.sr � ' � \ ¢ \ .� - { _. 1 � Too `'�• y, _ � b I _ elevation _ depth (in.) horizon tnture color Beach �Letri , other • "� � - • 4 'Pond 0=20 }>' A }; med. sand ¢ RaA r tower 5A-2.9 Iia } id.i Flat, 8 loam. sand I ai antl fid Cr.�_r• C 2,6-(-)2. 37-96 C r--- Scale: 1 in.tzo°oft, CASE CLC UT/[.ry.1�C 1E -.FLED r_ 7 41 NGVO /p Irt 3o y0 So 6C i0 B.� `jt in<> i o 72o qe /•40 ISo /E4 s�o /yip L EG E N1=) PROP699D GoMx v UNE Cg-1S:r (bseD etesr Rve AaBA b _ . e "14 -In No GONTb Ll P4xxx S I N49 S LOCA pA wrN ON!S /' = 2d•--WATQS2 LILAC MaDM S15D r son Er=014G tax Gy � AR�P6CLTY LIN& r PST•.`.. PCdOIbSBD O(iTRlBU7tON BOX, }� PROFtlSBb SR7r' BLLVAM40 N ��"'°'se„�, P'ROPoSCD SAS � u tJbISRAR,0UWM1J ury - Fovf ?F [, d vrvE LiwE PERRY GENERAL NOTES, _ �II , -•�� -. 1• --.�, \"�_- f 3598 { 1. ELEVATTONS REFER TO NGVD. ELEVATION BENCHMARK IS A NAIL SET IN C �, cl a THE BASE OF THE UTILITY POLE AT TTIE NORTH EAST PROPERTY CORNER V I Z PjSs f� AND IS SHOWN ON THE PLAN. FOR ADDITIONAL ELEVATION DATA POINTS ,X 6 ( 2'p1 CONTACT CAPE COD ENGINEERING, INC. .15�2.1 - - - 1 , ry , n' d � 2. PLAN REFERENCE: LCP 14426 H AND A TOPOGRAPHIC SURVEY PERFORMEDIS L - - - ON THE GROUND BY SOULE LAND SURVEYING, PETER SOULE P. Z : t' ,. ✓� -' �•� <.,, 0 - _ - - 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL CONFORM TO THE -��/`� �Z l.\. T�' - STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH - . REGULATIONS. e, / ' F-:. _ 4. A WORK LIMIT FENCE SUITABLE TO THE YARMOUTH CONSERVATION • i G'- -. ,r ! �F- 't j - l/'�'` , - 1L� _ _ _ - _ COSIlKISSION _SHALL BE SET IN PLACE ALONG THE DESIGNATED WORK Ql n o 1 l LIMIT PRIOR TO ANY WORK OCCU L�ti, 1- ,o, fd� �'_•, _ p. ti c)•r sr, 12RINGATTHESITE 5. INSTALLATION CONTRACTOR SHALL VERIFY THE NEW SOIL PIPE CONDMO. SOIL EVALUATION ti 0 AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK fi i rE 6. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE COMPLETELY REMOVED C' 9- i o - E/ r DEEP OBSERVATION HOLE 01 L - s FROM THE SITE. i Int Dartr. MAY 22, 2007; 6' tj' ! l; F-I'i ' V, ° a N'Rnesa: Phil Renaud,Yarmouth Health Dept representative 7. ALL UNSUITABLE 501E OR FILL WHERE ENCOUNTERED, SILALi,BE REMOVED O ( - ,GH , PERFOR.MF.D BY Robert M. Perry, P.E. TO A DISTANCE OF 5 FT, FROM THE PERIMETER OF THE SAS. SOIL TESTS Z y r.- LVDIC TE THA II1 1 � C� ^ � y E D \ � � ``as:,.. I • ��-�..2�.`.� %vf_-fie i�L, �f'.i.sr � ' � \ ¢ \ .� - { _. 1 � Too `'�• y, _ � b I _ elevation _ depth (in.) horizon tnture color mowing , other 5.7-4.0 0=20 A med. sand 10YRN3 5A-2.9 13-38 4.0-2.6 20-37 8 loam. sand I0YRY6 33.96 C 2,6-(-)2. 37-96 C coed. and MY 514 A T A OPSOIL AND SUBSOIL SHALL REQUIRE REMOVAL PRIOR TO THE APPLICATION OF CLEAN SAND FILL., - S, EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED AND ALL DELETERIOUS SOIL RTTH IT SUBJECT TO INSPECTION. 9. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. IF ANY - QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS OR SITE ,CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 10. ALL EXISTING UTILITIES SHAP.L BE DISCONNECTED AND REPLACED WITH NEW SERVICES. 11_ NO KNOWN POTARLE WELLS EXIST WITHIN 260 FT. OF THE PROPOSED SEPTIC 12, DE ORATTW FACING TO BREAKOUT BARRIER OR LANDSCAPE Parent material: Glacial oatwash RESTORATION, DRIVEWAY SURFACING SHALL BE AS DIRECTED BY THE `.0 y.c `-. c+�Y?a'-f D \� ! l' ! '' ^` /3G ; p S T-� t /•. ! ! ' \ ;, Depth to Groundwater. S6 f ich depth (E1a. tA) OWNER r -144, .J =N� OF i a!E.Y i ' > , ' ty ry Pere, tot data:See 7fi N 2 PERC. RATE - Less than 2 DD•[ 13. PLEASE REFER TO THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY i Groundwater adjustment:Rerereneewen adIIW29for April =0.9itidjostment•JT yAR,MOUTHCONSERVATION COMMISSION AND ANY OTHER RELATED t �- i ` /�`� �'>• < ' ��•�+ _ �'•j �_ �. `_��•\^��. _�•�•\ ' 2 rr �. _..____.. �, �.�' �_. ,. / � '�^+�,�- (vp\l N r:� ,• ,\(7 . _ �r / 14 r r V Adjusted Elevations1.9 CONDITIONS ISSUED BY THE YARMOUTH HEALTH DEPT DEEP ORSERVATIOY ROLE M2 TestDatr. NAY22,zN;K�~(r U 'Vicom: Phil Renaud, Yarmouth Heilth Dept reproentati e PERFOEMED BY Robert!M. Perry, P.& DESIGN DATA t elevation depth On.) horizon tntnre color mottling other 6.1-5.0 0-13 A med. sand- IOYR 412 5A-2.9 13-38 8 toamiand IOYR" 2.9-(•)i9 33.96 C med. sand MY 6/4 HYDRAULIC LOADING 4 BEDROOMS (a.) 110 GPD/BEDROOM = 440 GPD SEPTIC TANK SIZE - 440.0 a 200% m 880.0 PROVIDE 1500 GAL TANK - H -l0, PERCOLATION RATE -LESS THAN S MPi -.BOTTOM AND SIDEWALL LOAD RATE = 0.74GPD SiDEWALL AREA NOT APPLICABLE W/ BED -TYPE SAS BOTTOM AREA - (30')(25) = 750.0 S.F. ' TOTAL AREA HYDRAULIC LOADING = (750.0 S.F.)(.74 GPD/S.F.) = 555.0 GPD TOTALSYSTEM CAPACITY = 555.0 GPD *SAS CONSISTS OF A BED -TYPE "FIELD AVITH PERFORATED PVC PIPE AND " ET TO THE ELEVATIONS SHOWN, SURROUNDED BY DOUBLE - Depth S Parentmaterial:atter. 1Inch h WASHED,'/."TOI A'STONEW/1LAYERSPERMEABLEGEOTEXTiLE - Depth to Groundwater. 61 :tech depth (Eley. - i.b) FILTERCLOTH OVER TTLF. STONE FIELD, ALLOW FOR AMPLE OVERLAP Perc.Tested: 12" to 9` In 4 min.: 9- to Via S min. FERC. RATE .Ins Rua T MPI .:. ... < Groundwater adjustment: Rerereace well w MM 29 for April = 0.9 R adjustment 5 Adjmted Elevation w 1.9 THIS DESIGN IS NOT SUITABLE FOR USE Ai'ITH A GARBAGE DISPOSAL UNiT 'SM T-�TIC SySTEM PT20F1L.E TOPOGRAPHIC SITE PLAN SHOWING PROPOSED f6AANNOLE § COVBQ-MtN.OIA�zQ•' REMOVAL OF AN EXISTING SINGLE FAMILY ja o, w ate 4 a DWELLING; �15swue t(T U TD WIT}4m W OP PROPOSED CONSTRUCTION OF A REPLACEMENT . - z t9lK. S.00 7.4 Z ` �' v✓L e vaE SINGLE FAMILY DWELLING In1Vr �„be o/, vu . p AND SUBSURFACE SEWAGE DISPOSAL SYSTEM - � .... F�sE - 3/y"vE�..E �,PwEo PzocessEd srn,•.c JrErf,r..-.,..� w.ctL 356GREAT.ISLANDROAD D t 3 • r?. - _Z Et - 8. o WEST YARMOUTH, MA uv.• 6 INV+ 7.25 T' o _ 4 ASSESSORS' MAP 14, PARCEL 137; ta.AS �� a L c t• e n a s- a q a 'o , g"PREPARED FOR $ I d. o E. PAUL TINSLEY LIQUID - - 0-151oF 3/�F"-(p ) LEVLL 916TR11SU110N'BOX P[^F/✓_E YirW Sf•_ �F,$ E 0Tro/+2 FL; 6.9 250 COMMERCIAL STREET, SUM TOO WORCESTER MA 01608 IY10466t17NE j A 66LOW TANK t „ S7dVERi CLEVATONS 2.. - . �£ l'7a e- w� iv •• •• ._ •... --. `l OF ALL GUTL.!!-I`S Tb Z �•n Yr-•�s c,c ✓r, �.e .+moi 6COY Fi[rcR CLws'i/. o , SC c E Nv, S MAY 22, 2007 .SCALE -1w =20' PRFPA • t ,. r e a • :' . Et cue SAM& flR - 4" CDD ENGINEERING,'ING NOTI: s. '• : .first ♦ s ` .. A - A` e. o. . USI, RaTATIN9 WIER .. M ° o ° ° CAPE ROBERT M. PERRY PF. ALL Plr6 70 fit 3 Or. EtE °tie., a -o. a B.O:BOX 1517 4t�T!V.C.Th3HT CPtsTtG YAAIIL.(;h/-/O, wArl-.O. 57-r, >✓t^ 6' - rS� 6' `}. RE✓.. %-$/-O% SOIF1T. - . �pO QALLOFtb - OUTLET PiPE-5'3W4LL �L• i....,eFO �'- 3• z5• , _--`--__-' � R.�+. iF.w FL= • - EASTDENNLS,MA 02641 GmMC(Ty m-- L.EVGL FbR AT LEAsTVrri C-fls�,_ r ,,Qsc /lEV.�'21•07 TEL -503-385-1435 - PRLCA6Y RGIµFORCED IpDplCgz£.TH .TWO FCGT ` AOT. G.w Ft.- /•9