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HomeMy WebLinkAbout0131 WHEELER ROAD - Health 131`-..WheelerRoad• .. � 1Vlarstoli 1VIi11's $ } TOWN OF BARNSTABLE LOCATION ` QJS• SEWAGE# VILLAGE �.�Q., �ASSESSOR'S MAP&PARCEL 0914-010 INSTALLER'S NAME&PHONE NO. .C• g—® SEPTIC TANK CAPACITY �� t f..—j"61 1 dr,0-4 dL �� e LEACHING FACILITY:(type) (size) 3-3 NO.OF BEDROOMS 550,4,At CAL-'q OWNER b / PERMIT DATE: —j-� �� COMPLIANCE DATE: a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -i- P, Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) -A- 15-4b Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY L�{j`i 1?d ' - - - -F-IT"W, �S ,20' Pwa / � I I too' i I ce s--y, - bf) No. Fee l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Misposar *pstem Construrtion permit Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. �' J Owner's Name,Address,and Tel.No.3D S/X.- 'JSW). Assessor's Map/Parcel as �p "A"r�"�'��dls ,�u, MA-,t,NO i-a., (.t?��"� Installer's Name,Address,Lnand�Teel.No. Srf-7c3$ .18 Sac. Designer's Name,Address,and Tel.No. S20 ibtlr}1Dcv` 0tr'fa n.1 e '=nC i neel'f I Ie C q 3%, s` 7 i� bS Type of Bufldmg: Dwelling No.of Bedrooms Lot Size ���, 9%4�m sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t/ Design Flow(min.required) y 7 0 gpd Design flow provided ( S q gpd Plan Date yd�_P' �,pl Number of sheets ' Revision Date cJtJ a0/6 Title Size of Septic Tank �x� �Q /�a�jQ��J/ Type of S.A.S.CLO 21 - �oo,�Q/ �kp�yt 33•$x 0.8 Description of Soil a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the EnvironmentaZk not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed r'` Date _7/((o Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued- ----- -------------------------------------------- ---- --- / P 1 2` No. t% o t r Fee ' THE COMMONWEALTH OF MASSACHUSETTS- Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 3 application for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair 0( Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. 131 Whe&A P J Owner's Name,Address,and Tel.No.SDy-V - 'j$Co 9 Assessor's Map/Parcel MarStvnS M;t15 MGy, 13�(.t. keel�_r tj Installer's Name,Address,and Tel.No. 5�f-ya - 15 9aG Designer's Name,Address,and Tel.No..So$ ,tea S(5- �Gr�(v �V�SIYL OV1,ZnC- �'JiXCJ� �nSint�erin ,aAc 4 i kC(A Type of Building: Dwelling No.of Bedrooms Lot Size �0�i 9/Sv sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y y0 gpd Design flow provided y gpd i Plan Date Number of sheets Revision Date Su 7 ab/G �iel�ii (�yp Title �Pjn (ii m&A P4, pL(i1d'1`ty.M4,QA_, /, Size of Septic Tank Z4i �£,,17 Type of S.A.S.�( ,3�//az��1 r�n n,rt u Mi) 33 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: :Slsewage` The undersigned agrees to ensure the construction and maintenance of the afore described one= disposal system in accordance with the provisions of Title 5 of the Environmental Code.a53' not to place the-system'm operation until a Certificate of Compliance has been issued by this Board of Health. �� Signed Date /7 f i(o Application Approved by _ Date ` Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(44 Upgraded( ) Abandoned( )by ( Fnr j A �r�f�C��i,c j��,. 1 r.t 6 { �T at �3 I O k O o �� k ICrna-•r�.t�T"'�1 has been constructed in ac rdance with the provisions of Title 5 and the for Disposal System Construction Permit No.go constructed r I l r� Installer ,� _, ��� r C.�i�^rn .%»G Designer #bedrooms L Approved design flo�� c/t/�� and The issuance of t .s perr iit s all not be construed as a guarantee that the system wil fun hbn' as desi ed. Date �� Inspecior ------------------r-------------------------------------- ------------------------------------------ -----�--- Fee ----------- No. p-01 l�, 1 t�V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal *pstrm Construction Permit Permission is hereby granted to Construct( ) Repair(/� Upgrade( ) Abandon( ) System located at �L'l[� Tetg�o/ Yy!C and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit 2 ^t'o Approved b Date pp y i F I JUL-29-2016 05:29 From: To:15087906304 Paee:111 FAX NO. Jul, 28 2016 03:16PM P1 ! FROM ' •37l- 0x 4 6 Z�iAQEfill�9l �9eete t�t�ice� 50&.962-944 f &Xltr A]DIgs m�zda�4�-�� ,, fnu.►-, �a �.ao �-�L� � psi based on s desa@,�.c�swn.Ir� septic�ysf.�� tacidress�____ . . f �aL,r d�',�]. o�L T a..a ! r--°� ( p xl) fiir t sm xdwured above wa3 i�ntoaad ��eE�at fiiaTEq Rcccldiltg'� I cr-,s*.that tla�sep y► �'hi,b.-a7 3nc:l�f'minDZ Rplroaer! �h4 st�rl1.as]�tr.� J.rel+�aatiatti,o e tl,"f ian box-MAT 9egtia t-r-k. • llr,d wi��.rat�jnx c��.a�a �g (x-e- L cextifS'tat thA �npttc sYRtc•1*0AGed, ala�va eras Lion.n��c 5�-15+�z �y ih'itical�ela�a�ia�cl env caan�a�r,�.ut eater tlu a'llla uau ieloct ; r Man rrvi ,�ox ftltie se'�.c,sY•slM)bnt m acculctamee witt+.StHe T. nc�,ti�ted aa�b�t�tbY dssxgne7''to foll,nvu'. DWEL A. , CJALA �tuze) E3 CIVIL Nta 46502 _.� 'VIM �yJ� LUTAITY Ty,J1ByT K NO Town oilBarnsta e pit 2 17�-- •• �.7xe rt; • Dep artrncnat of Regulatory Services Date Public Health Divisiol 'ten 200 Main Street,Hyanuis MA 02601 Date Scheduled 7t X0 • ( � !', C`�• Time !/v'�. ll+a:�e'➢vdl. `oil Szdtabuli�y Assessnientforr° Sewage ° osal -h 1',� Pcrronned•Py: Witnessed 0y.: ]LO A7CJ[O auk GENE, AJL J114Fq ORAUMON Location Address eel v)' 1� !ll.L/f 0 . . Owner's Name MU t/ M qi C iLL000ttt Addiess /r n Assessor's Map/Parcel: - Q CR/�d Engineer's Name c�C/t�� b / NEW CONSTRUCTIONREPALR Telephone It Lv ap 3 Land Use T 6,� -e ° Slopes(%) SurCace Stones ] Distances from: Open Water Body ' ®� It Possible Wet.Areo 'J- ' o ft Dd,uking Water Well ` Aa ft Drainage Way LC_-_—ft Property Llne '�V0 ft Other Yt SKETCH'' (SLTacL name,dimensions of lot,exact locations of Iasi.holes Bc pere tests,locate weUunds'fln prwtinuly to(toles) Parent material(geologic) Dnplh LQ Bedroell r.oj Depth to Groundwater: Standing Water in Hole: .1`� r wCeplug I'fatll hit N ice 441A Estimated Seasonal High Groundwater ® �V DE`�'EMUNA7C][CIN FOR EIASONA L ]FlU[GH WArll'1ER TAB1LIT MCtllod Used: Depth Observed standing in obs.hole: In, Depth to 5411 MORI-= �_ l�_ � Ill..' Depth to weeping from side of obs.hole: _ In. Otoulldwitter AdJu911T1ent_m „. fr. lndea Well 11 Reading Date: Index Well leval A,,I,factoP__ Aai,flydllndwater lxvul ]PERCOLATION ION 7lES Observation I Hole## D Tinto at 9" Depth of Pere Tints:Al.G" Slant Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Sitc Su(lability Assessmunt; Site J?assed_ Sits-Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation HGIe Data To Be Compieted on Back----------- ***If percolation test is to be conducted vvitiiiin 1.00' of wedand, you must lfilrslt Uotify file. Barnstable Conservation Division at➢east one (1) wech prior to beginwing, e Q:\SBPTLC\PSIKCFORM.DOC IDl]CIC]I�'.OBS ERI;'A7['ION]El O L + Depth from LOGSoil Horizon Hole 5ttrface(in.) Soil Texture `.Soil Color — (USDA)., Soil. Other (Mansell Mottling (Structure,Stones;Boulders. R© Con istenc o' ravel C 3 -k-'s w/ VITO— Depth from MSERV Texture Sa11 Color ATI®NHO][,�t' �L OG Surface(in.) Soil Horizon Soil # ---- ` (USDA) Soil Other (Mansell) Mottling I (Structure,Stones, Boulders. Co si ene °b avel ]CICII� �RVA tr Depth from. O-BSEq TION FIOLE tl. 0 Surface(in.) Soil Horizon Soil Texture 1-Tole (USDA) '# Soil Color. Soil Other (Mansell) Mottling (Structure,Stones,D • ou Iders. C_o si tenet 4a Oravel) r DIL'EP 013SERVATIO Depth from Soil Horizon ��$��� ®� Surface(in,) Soil Texture Ho]L-.#-- (USDA) Soil Color Sall '(Munsel) Other Mottling (Structure,Stones;Boulders, Con;dstencv.pb Ors )(nsuraanoe Rate Mai Above 500 year flood boundary No_ Yes '(Rhin 500 year boundary No Yes T_TT within 100 year flood boundary No Yes . Depth of Natulral'ly OCCIR'rring Peirwious Material Does at least four fe©t of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, What is the depth of naturally occun'ing pervious matoria'i7 tCeatn--- fra�atiouu ', I certify that on (date)I have passed the soil evaluator examination approved by the ]Department of Environmental PI'Otectioti'and that the above analysis,was performed by me consistent with l!)e I-equired training, expertise and experience described in.310 CMR 15.017. Signature_ Date Q;1SP-PTrc\PEkCr•'ORM.DOC q f t SYSTEM DESIGN: LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE NOTES ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR Port PROVIDE MIN. 20" DIAM WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ) Air 1. DATUM IS -APPROX. NGVD (GIS SPOT EL. 99 - EXISTING CONTOUR DESIGN FLOW: 4 BEDROOMS @ 110 GPD =440 GPD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE Race Lane 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS NOT AVAILABLE X 99.1 EXIST. SPOT ELEV. USE A 440 GPD DESIGN FLOW \ 1' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Locus 99 PROPOSED CONTOUR MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 95.0' SEPTIC TANK: 440 GPD (2) = 880 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS n 198•4] PROPOSED SPOT EL. ** MIN. 2" WALL THICKNESS PRECAST RISERS TO BE AASHO H-aQ TH1 RE-USE EXISTING SEPTIC TANK 9 4 f' 4 4SCH40 PVC MORTAR ALL . PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 91.17 5. PIPE JOINTS TO BE MADE WATERTIGHT. 4"SCH40 PVC 4'V V V V NP. 41' TEST HOLE LEACHING: ENDS ( ) M stic Lake SIDIES 92.0 ) o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 1D" 14" ' 000000°° o000 0000. 27 SLOPE OF GROUND SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD TEE EXISTING rEE Fmm �� ���® ®0�® ®®® °<agoo 310 CMR 15.000 (TITLE V.) SEPTIC TANK** 'o°o°o°o° BOTTOM 33.5 x 12.8 (.74) = 317 GPD ° ° ° ° ° ° °°°°°°°° °na r °o°o°o°o°o°o o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO GAS BAFFLE ..; ° °o°o°o°o°o°o o° >° °°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER UTILITY POLE o 0 0 0 0 0 o c °°o ° ° o, , „o„o„o„o„o„o o� >°o°o°000 FIRE HYDRANT TOTAL: 614 S.F. 454 GPD 91.36' 91 .13' ° °°°° 89 17 tiYa PURPOSE. "`' 6" MIN. SUMP H-1D 500 GAL. LEACHING CHAMBERS BY ACME PRECAST NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING USE (3 500 GAL. LEACHING CHAMBERS ACME OR EQUAL 12" MIN. INT. DIM. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. l ) ( ) ALL AROUND PRECAST STRUCTURES Middle Pon WITH 4' STONE ALL AROUND OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [21) 6 37' PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE 2•3 SLOPE) 1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL ( ( SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND MA LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY APPROVED DATE BOARD OF HEALTH ' FOUNDATION- EXIST. SEPTIC TANK 115' D' BOX 4' LEACHING PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE PORTION OF SEPTIC SYSTEM FACILITY BOTTOM TH-1 & TH-2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE � NO GROUNDWATER FOUN 82D $ REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 82 PARCEL 10 LEACHING FACILITY. **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE MOVED OR PUMPED AND FILLED WITH CLEAN SAND. WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). poi TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE, SE WITNESS: DAVID STANTON, RS DATE: JUNE 30, 2010 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 12974 ETI ELEV. ELEV. EXIST. WELL Ott 0" 95.3 A A /LS /LS 6" 1OYR' 3/2 6" 10YR 3/2 EXIST,WELL �'\X B - 9s38 BLS BLS LOT 2A SHED 24„ 1OYR` 4/2 •24" 1OYR 4/2 108,915 t SF 98.58 Vz�CL 1 C1 \SL EXIST. 4 BR 48" 2.5Y 7/4 48"' 2.5Y 7/4 DWELLING 2" SCH. 40 PVC PIPE 34 EXIST. sT** us ADD ADD ALT: �' 2.5Y 6/4 2.5Y 6/4 PROVIDE 600 GAL. AREA DRAIN WITH .14 0 UTIL. POLE IN THIS AREA 69.6 69.6 2' STONE AROUND. H-20 F&G TO ^ 9 15 WITH UNDERGROUND ry 97.39 UTILS. TO HOUSE /C3 /C3 GRADE; TOP ® 3' BELOW GRADE / 97.94 98.14 (FOR WATER TREATMENT/SOFTENER O N 9719 SILT LOAM SILT LOAM SYSTEM BACKWASH) ���� �� 97.15 Pool 72" 2.5Y 98.11 7/4 89.3' 72" 2.5Y 7/4 89.3' 97.18 7.98 7.18 5 7.18 C4 C4 x 97. 4 \ PERC M/CS M/CS BENCHMARK: USE SURVEY NAIL GAZEBO / \ SET AT ELEVATION 97.1' e 7 \ 150" 10YR 7/3 82.8' 150" 10YR 7/3 82 g' NO GROUNDWATER ENCOUNTERED 93.29 / \ i 0�. UG LIGHTING 0`O x 95.38 / \�� - x 97, 3 ` �1 i OVERGROWN DOG PEN (CHAIN \ 9G LINK FENCE) � � TITLE 5 SITE PLAN / I \ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED \ 1 x 93.02 AROUND PERIMETER OF LEACHING FACILITY, \ DOWN TO SUITABLE SOIL LAYER (DOWN \ 131 WHEELER ROAD EXIST. WELL x 97. \ \ APPROX. 6' - SEE TEST HOLE LOGS). `���, \ \ REPLACE WITH CLEAN MED. SAND, TO MEET 94 SPECIFICATIONS OF 310 CMR 15.255(3) -99'JO x 97 6.48 TFi� 1 s. 12" P.PINE \9 �- ' MARSTONS MILLS `� O 9 O � p ' `o, x 96.53 t x 9 16 \ o° �So' I \�t97. 8. H 95.2 PINE P-` PREPARED FOR _ I / 3 1 " P.PINE 95 x 95.04 x96 x . i 95.4, �97.98 ADRIENNE MOY F 'Q 7 � j ssq s 0 P.PINE 9 .4 x 95.46 x 95.44 / �o�' DANIEL cyGm y�k3,\\A OF MqS. l x c^ 9s.sa x97.3s \ o A. N moo`' DANIELA. y-, i ' P.PINE OJALA JULY 7, 2010 x / U OJALA en enx JULY 7, 2016 (LEACHING COMPONENTS) f \ 95.53 / �.44 N0.40980 v U No.46502 \ 96.17 / lgNQsssv PoF�Fc/sTe����``� Scale: 1"= 30' F UR SSIONAL�Nv / pO 0 15 30 45 60 75 FEET o96.. IS96.22 � 1 96.21 SW OF M48, F��"N OF MgsS,9 off 508-362-4541 x 96. 96.25 �, qc cti fax 508-362-9880 ALTERNATE BENCHMARK: USE 96.46 s22 / / °� DANIEL A, y�N ��� DANIEL �� I downcape.com SPIKE SET AT EL. 95.7' - A• 9 .25 6/ o OJALA o NO oL $0 down cape engineering, inc, No,46502 Q R 96.21/196.32 OF S S TOWN WATER , �� �'•!, civil engineers a "7 1(�1�t� SS'oN G SUF�v� ° / land surveyor's / l 939 Main Street ( Rte 6A) 1 / DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 0- / 3 xgg36 10-131.DWG (SBO) - - - r 1 � -- I I