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HomeMy WebLinkAbout0498 PITCHER'S WAY - Health 4978 tchers,Way A= 291-022 1 TOWN OF BARNSTABLE LOCATION_ GrnZJ"� W� SEWAGE# ®� "y VILLAGE c,;��r � ASSESSOR' MAP&PARCEL �C�l P �a INSTALLER'S NAME&PHONE NO. [C� �„�4(. �( ��►y ()��. SEPTIC TANK CAPACITY \ ° L_rV'��X�C7� Ce;s-,. LEACHING FACILITY-(type) -1 Ccc; 4 .14 (size) NO.OF BEDROOMS OWNER PERMIT DATE:—�ja� f l� COMPLIANCE DATE: a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 13ts 4 Y .k No. d` U!U ` —3/ Uv i r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Tipplitation for &5pogal *pftem Coma ction Vertu Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. A G�.,QJ S L).5;,y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ell Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. s", � C KJ � aS� s 2� ,��a �13 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder (/(..QC) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 U gpd Design flow provided ® gpd Plan Date x y l Z,k 1 t y Number of sheets Revision Date Title Size of Septic Tank tl Type of S.A.S. r r- Description of Soil ^ `O Nature of Repairs or Alterations(Answer when applicable) Q0(GC$ Q_X kZ& C QSS(JQc�� 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thi oard of Health. 0 Signed Date / V 1�y I f D Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. _ 0 (u - ( 3 ( Date Issued • r No. d U I V ""` Fee UJ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 3 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for migoal 6patm Cowgtruction Permit i Application for Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Com lete System p y ❑Individual Components Location Address or Lot No. k `,\�`�.QJ S`'�wc, Owner's Name,Address,and Tel.No. 4 'r1 Cis•n�k! �.� ('� Assessor's Map/Parcel �., ea Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. s 3� �� &J "tit 5- 1 .Gs Pc.r, Type of Building: g Dwelling No.of Bedrooms fil Lot Size sq. ft. Garbage Grinder i Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures required)Flow Design re g ( q ) �-3 U gpd Design flow provided :?(n D gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 5'�11 Type of S.A.S. _ �J Description of Soil IN i G.f j Nature of Repairs or Alterations(Answer when applicable) (L X\S� C QS`�OC_St i? N 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thi oard of Health. Signed. Date / V �.S 1 (6 A hcafion Approved b i PP PP Y t Date /i _t Application Disapproved by: Date I for the following reasons Permit No. O (u - y Date Issued )U /v THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (1/) Upgraded ( ) Abandoned( )by SCd C.n�L at r� -A Vic has been constructed in accordance with the provisions of Title 5 and the for Disposal System Const ction Permit No. 0/9 - t/ ?/ dated lul.2ill. Installer S CO t- \C e-rl�vll_ Designer #bedrooms Approved design flow ? gpd The issuance of this ermit shall not be construed as a guarantee that the system wild°Fu'n''sYib. as desi_ned. Date Inspector✓'Ap e . . No . Fee ll,�l-�-- -- •-- -- - -- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS lwigool *p!5tem Construction Permit Permission is hereby granted to Construct ( ) Repair '( � Upgrade ( ) Abandon ( ) System located at l4.91 I and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date oft it is pe.�t. Date f��) 1(Q Approved by ,� �M4 a.^, Town of Barnstable OF SME Tp� Regulatory Services - �- Thomas F,Geiler, Director • swlwsrABM 1639. Public Health Division AIFDMA+A Thomas McKean,Director 200.Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 1 I t ` Sewage Permit# ` .p_ j1 Assessor's Map\Parcel 3ci x-2a Designer: ��� (-E�-►`1 J�. "AA!, QE Installer: Sc_en-T— q. EA4 C—e Address: 9Z2, R&ym A Address: 113 6t_b IeA4 46-cnt H A. y2loc, On lolls, I t,,� 1-�(. /N,�1� was issued a permit to install a (date) (installer) septic system at P,kc�.�s6 c„s based on a design drawn by (address 5 to PHA A. 14AA% 5'i�E dated (designer) - �_ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced'above was installed with major changes (i.e. greater than 10' lateral relocation of the-SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. V. �,,.;. ,,�, Installer s i nature 3 At (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH.THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BA)INSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Revised.doc Town.of Barnstable P# / 3 Department of Regulatory Services Public Health Division Date �ArFo,�,yw�b� 200 Main Street,Hyannis MA 02601 Date Scheduled 0 Time r f Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: /+4 r Witnessed By: u y; W, LA��j,k2 LOCATION& GENERAL INFORMATION ��-`may-- Loca[ion Address �` n ` v�� V J Owner's Name ��� �y Address Assessor's Map/Parcel: p,.�.. v 2 C� ( �— Engineer's Name S�/,%z z cc-) NEW CONSTRUCTION REPAIR h � Telephone# .ae Land Use R 97:5 t b 6V,51'1,LSlopes(rYo) +'_ Surface Stones AJ CJ Distances from: Open Water Body ft Possible Wet Area d ft Drinking Water Well ft Drainage Way. It Property Line d—o/ ft Other ` ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In proximity to holes) Parent material(geologic) �aas`T36f,a9�a1 Depth to Bedrock >Zcw Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fuse /�/i4 A- Estimated Seasonal High Groundwater /l.a//4 � ^ DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: AXR AJ C. Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: Depth to soil mottles: Readi in Index Well# in. GroundwaterAdjustment, Reading Date: index Well level Adl,factor Adj.Groundwater lxvel PERCOLATION TESL' bt,tp� lv Tfine FH,Ie 4 Time at 9" ptoPere _ Time at 6" Start Pre-soak Time @ l)L 610 Timd(9"-6") End Pre-soak 00 Rate Min./Inch � ► Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(YIN) Original:Public Health Division- _ Observation Hole DataTta Be Completed on Back ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable_Conservation Division at least one (1)week prior to beginning. Q:\SEPTIC\.PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. qq isten %Gravel) 24, DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consi tency.%Grave to Yk Z& DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to c o Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten l I'i..A Insurance Rate Map' ` Above 500 year flood boundary No_ Yes . Within 500yearboundary No -Yes Within 100 year flood boundary No z Yes Depth of Nati-irally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for tije soil absorption system? LA&S If not,what is the depth of naturally occurring pervious material? Certificatio.I I certify that on. E 141 A q (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training, xpertise and experience described in 310 CMR 15.017. Signature_ Date `� ��- 4 Q:\.S.EPnC\I'ERCFORM.DOC 77 ­71 -N o,:" X, CR I T* ENERA L NOTES DES VER 7 :E . NS A CCESS 'CO`VERS_:MU!T 8 E WI THIN ArSPEMON 9"�*INIkuM:­ CL ER,I A POR MAXIMUM 'CdVER' iOF,F1'k'1SH GRAD- !,,, ,�, , � , .,G T_ A' WELL)NG --jNVERF, 7,1D D SIGN FLOW: �'2 �TO, 10 1.56 FIRST, 71 0 AT' l WG.P�D. PER I. THIS PLAN I -FOR ,TIIE DES I GN AND CONSTRUCTION BE- EVE4, INVERT Af �SEPTIC TA NK 3,BEDROOMS 96.75 �'Pt6ROOU EO 5 TIC TA Kr 0 'BOX: N VE�R T'I N D I T�--, CAL A UY NO GARBAGE GRINDER 'ASSUMED. �Fo RKS K,7 .ND BACKFILL Y. S 'AND 2- 'OVER CHAMBERS - I s�t 4 INVERT OUT D SET, EE SITE PLAN. GAS '''INVERT -IN LEAC CHAMBER: 96"42 5 .5 97, 19 SEP T C,: RED: A�F�F4 TANK RE101U1 BOTTOM F LEACH, 'CHAMBER 95.5 'THO 5 AND MATERIALS AND 10 HI -APACI'TY Mr I TkA TOR 330 ,G.P.0 X-20OX 660' GAL.' 3�'OUTLEr 3. . ALL CONS TRUCT I ON ME D 'TRENCH FORMATION -ADJUSTED 6 OUND WA TER �NIA UERS R PROVIDED: 1500 GAL MIN MA N TEAIA NCE,OF THE, SEPTI YS TtM 'S D-BOX C S HALL' OBSEff VED"GROUND' WA TER. 1500'-6AC. NIA CONFORM TO M4 SS.,.:D.E.P. :TI TLE '5 AND LOCAL SEP T C TANK 80 TTOk b)E*ltES`T HOLE #1 89,'TONE OR, 6 �CRUSHED SOIL'ABSORPT,16N SYSTEM REQUIRED: BOARD OF HEAL TH,REGULATIONS. DES I GN PEC iR' ATE 5,-M INI NCH COMPACTED BASE : 'AL -SEPTIC S YSEM COMPONENTS L OCA TED UNDER 4. CLASS T. ro XA El PROF :,NO ;AREAS SUBJECT TO, VEHICULAR �TRAFFIC OR GREATER 0. EFFL UENTL OAO NG RA TE 74 GPDISF 330 GPD 0,74.6PDISF - 446 S.F,. 'REQUIRED THAN 3 IN DEP TH SA t L BE,CAPABLE, OF,W1 T14 STANDING H-20 WHEEL LOADS. -PROVIDED: Y TO /0 HIGH ,CAPACIT INFILTA R* CHAMBERS N TRENCH, 62.5 LF x 7.79 SFILF 5. ALL SEWER PIPE SHAL L Br.SCHEDULE 40 OR 360 GPD APPROVED EQUAL. SF,,x .�74 :OPDISF 6. SEPTIC ,TANK AND D-BOX SHALL BE REINFORCED 'PRECAST CONCRETF,,AND WATERTIGHT 'D-BOX SHALL ' BE WA TER TES TED �,TO CHECK "FOR LEVEL Wil IEN THERE 'OUTLET. IS MORE 'THAN 'ONE: 7. BEFORE,i CONS TRUCtl ON CALL 'DIG-SAFE-: 1-888- -SAFE AND THE; LOCAL WA TER DEP T.'� P 1,G UNDERGROUND UTILITIES. . FOR L OCA rl 8. EY I S T NO CS $POOL TO BE PUMPED DRY AN '30-F N�86*62 'L INK i FENCE CHAIN CESSPOOL 8M-CORNER OF 7 0.1 STEP. awl&-63- PARCF 24'OAK�­ 19. 443.± S F;'. Tpo EX) W ING ELL D-80X� 1500 GALLON 10 H16 10 HI ON CA -PTIC TANK INFIL TRA TOR �1,�;�40-MA PLC 24'#HITE INE CRIDH FND P9. -77 -v000wvpmwawwnww wnwvwwnw VEVAY _61RT DR 90"W /V Sim 0 /0 20 4 MA . -I I �I �.1 -, -3�. ��,, I�l TC"E-R ,5 WA P AR CE- 2 T P T,,,.DATA 6 1 - 2 I I AfD I CA TES NO I CA TF$ PERCOLAT16N O&SER VED TS 7' OR ouNDjvA TER \rA IVAI S _A10A SA RIVS TA RL IF TP *2 - TP 0/ potITE ---HORIZON -TEXTURE COLOR 1 0* TURE COLOR -PA R E-D 0 R ORIZON' TEX 99.1 IOYR� LOAMY toyft LOAA(Y 'SAMP SAND 212 212 6) LOAW �,'IOYR L EGI_ND LOAMY IOYR_ ........ �'96,6 98.7 'SAND 416 . $A)VD, 416 26-- --­-------- 9 2 97.0 CONCRETE'.'BOUND, VE D-COARSt jOiR CB -COARSE 1OYR .20 0 WD ME S CA L- E OC7 ORA GRA IIEL PYDRAN 10 cus-�-" ------ SAND &M SAND WA TER G45 :L c i All TC -N C 44 v S U 'R E Y I N 0 -1 WAY,)< . OHW`— OVER HEAD' WIRES. E:/6-\ G L E:: L 16HT 'POS 923 R u t e 6A� 7 5:, DE�GROUND EL ECrR C I NE, rrno u t h p c> r t- MA ,. � 026 Y(m )'TELEPHONE'L E3 362--S 1 -32, '2 -12 1, 120'� CTV­ 11NDERGR( NO VA TER b 3 53 3.:5 5 0 B ATE -SEPrEmorp LEVATION �i4 -46 0 4 ' � 'Spot T EST HMS 4 EXI S TING CONTOUR 0 PROP' -SED TOU M4 AY`,'.bA*E'SrANrOk ' I . 1, , . �-\,� , �,� 0 R' 6 RA'M,.? 2 MINIIN&H.' -5A 10-�- 162- :_FlELD 'CFW1EEK , CAL �CFW CHA I N�-Lj NK F�Cl�