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HomeMy WebLinkAbout0240 CONNERS ROAD - Health 240 Connors Road �.. ` Centerville A = 251 - 011 S. All UPC i 1 3a � • ,� a TOWN OF BARNSTABLE ; LOCATION Came f/� ) SEWAGE 01" X7 VILLAGE GChltYtfltiG .4SS f ASSESSOR'S MAP&/LO12P`0i1 �7 INSTALLER'S NAME&PHONE NO. IT""- 7ana. r1S.y sD�?3�2.'3 SEPTIC TANK CAPACITY 0A1 LEACHING FACILITY: (type) r I size) /Z A :Va ' NO.OF BEDROOMS 3 BUILDER OR OWNER1�� PERMITDATE: l COMPLIANCE DATE: DZ 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 .A l p qq tR i tl �4 No. -2-73 Fee �y(/ computer: THE COMMONWEALTH OF MASSACHUSETTS Entered in com p � (� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pplication for Migw5ar *potem Con!5truction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) [VComplete System ❑Individual Components Location Address or Lot No.y2 Yo C�OAJi✓945 D Owner's Name,Address and Tel.No. 7 7/—/,n/ Assessor's Map/Parcel ew,vTFR—v/"f /� }�f5/lam f3v1c 6 AVG , -fA1 C � Installer's Name,Address,and Tel.No. 3 6,�t— 306s Designer's Name,Address and Tel.No. Q/3 N I/C Y_tf04 6Ae_6A1 Type of Building: uu Dwelling No.of Bedrooms 3 Lot Size 'Yl n'l sq.ft. Garbage Grinder(Yva Other Type of Building/,!/t0Da IW A414 No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 34 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /SM C4LLdl- Type of S.A.S. Description of Soil _45: Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the a escribed on-site sewage disposal system in accordance with the provisions of Title 5 of the vironmental Code a t to place the system in operation until a Certifi- cate of Compliance has been issued b this B and Health Signed Date Application Approved by Date --lV—0 f Application Disapproved for the following reasons Permit No. 2,,06 /—Z_ Date Issued S ld D .. r No ,y"� i� .r w..x�M Fee ✓/ ell THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 3pplication for �Dizpogal *pgt m Contruction Permit t / � f ,� � Application for a Permit to Construct(%/)Repair( )Upgrade( )Abandon( ) LJ4!!omplete System El Individual Components Location Address or Lot No. ,�yQ �;d.iJit/F,E:S A t7 Owner's Name,Address and Tel.No. C�.v rE.e.V lc t� �15/0,C 3IJ�L A /N6 , .1.V C Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 3 6 _ 300 5 Designer's Name,Address and Tel.No. `ldS— Q/3 Type of Building: Dwelling No.of Bedrooms -3 Lot Size �6 4-91-0c sq. ft. Garbage Grinder(PC) Other Type of Building IZ14VD FA`11HZ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3Q gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 6',j LLd..A- Type of S.A.S. f {(r Description of Soil � P E/Z 4A/ ! Nature of Repairs or Alterations(Answer when applicable) �M Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the ae d�ibed on-site sewage disposal system in accordance with the provisions of Title 5 of th— vironmental Code an n6t to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Health. t Signed Date Application Approved by Zr ' Date Application Disapproved for the following reasons ` Permit No. 240 Z7 Date Issued / ——' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( V)Repaired ( )Upgraded( ) Abandoned( )by at r)-yd CO�t/41F4S CAI 7,i5k V/LC 6 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'&V/-?7 dated S —/0- 0 1 Installer Designer The issuance o .s�j rmit shall not be construed as a guarantee that the sys i j �will'function s esigned. Date I�t7�- Inspector l 1W w -- ——} ——————————————————————— ————————/——— No. c'W t' 2 Fee / a©, i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mizpozal *pMem Construction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at G FN%CA✓/LL-E- and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 t ' ermit. Date: ( � J �` Approved b P Y k*_. Town of Barnstable P# Department of Health,Safety,and Environmental Services �1HE Public Health Division Date I ��Co • �1 Q 367 Main Street,Hyannis MA 02601 Beruvsreer.E, Muss. 'A�fO►Mt�`� Date Scheduled / 1— Time Fee Pd. I09) Soil Suitability Assessment for Sewage Disposal Performed By: A ASC4 atj;!� Witnested By: ✓,- . L4>CATION &'GENI♦RALINFI2 ; TIQN �l Location Add ress ( _TOwner's Name C34y,i� Quildcrs 4PJ lzN row�-er`J Address P. rc�c y� v \ 2511 � Assessor's Map/Parcel: Engineer's Name 0Q,t/r, Nye c `/o/n�rcn NEW CONSTRUCTION ff REPAIR Telephone# A L4 `i t 3 t �/ Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I ao v_1 , � I 41 TP�Z4— Till el T-P � I m O r\ LA- Parent material �w�s th to Bedrock (geologic)G�ac��l �u h Depth Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ........................................................................__................_................................_............................... .......... ....-_.. ... _. .. DETERMfNATTO.; R SEASONAL HYGH WATER. ;:TABLE Method Used. Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _ .._, ,,.,. Rr.ading Date:.__,.--.— Index Well level..___ Adi.factor..-- Adj..Groundwater Level PERC�LATI�N TEST Date %Z �9 7 ime /o' cxr}rrh - � Observation Hole# Time at 9" Depth of Perc p (p0 Time at 6" Start Pre-soak Time @ //;2S Time(9%6") End Pre-soak �v �.e Sock Rate Min./Inch !ham Site Suitability Assessment: Site Passed_� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant b � OSEVAfl�t IC) .E L;I G H1e# 2 Depth from Soil Horizon Sod Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) O-3 3'^ ^ Ap San I(:) qt2 7(or' 13 Zt C2 C �v f'� DEEP OBSERVATION HOLE IaOG Depth from Soil Horizon Soil Texture Soil C01or Soil Other Surface(in.) (USDA)- (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel 0 -3rr C� 9`�- �S` uN�� I.o a.w� I O N'rZ S//6 i DEEP OBSERVATION IIOLE LOG Hole Depth from Soil l-torizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Ho le .. ................ . .: ..... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel I Flood Lisurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ;' S If not,what is the depth of naturally occurring pervious material? Certification I certify that one % (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 trainin ,expertise and experience described in 310 CM 15.017. Signature `s -�' y ,r,d,.. max, Date <0' TOWN OF BARNSTABLE -G LOCATIO � (1�yu�Qtf�6dy) o'SEWAGE DI" Z7 VILLAGE Gcrntc�'tJ�',!�,c ,4SS ASSESSOR'S MAP & LOT25'1-011 <7 INSTALLER'S NAME&PHONE NO. f YK SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ` size) Z A �o NO.OF BEDROOMS-3 BUILDER OR OWNER sl�G OLsi��c/`5 PERMITDATE: COMPLIANCE DATE: DZ 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 �rN � p W 1R e , `� yq .. . . _.. Iz'-o) �.ol C-tl of — jz'-ol V_ Itl of U v J Cot- 1 I _ L7_T 1 I I F , • -- I Luc 1. I .._. ....-- - r•-T.� ten.. I , __ � '" ---. 'I I � I )� _- - h_w'Icri�or�c.r,r. I III IIIIIII 1- 'il I � � rr I ...-,_ ^ ...._.�..-,;,,., • _jtl-d' • '�' 1—T.I -Il-ol I .I.�I I I_ II I ti 1 _ y _ o I I _ L � I i I Y t ` !u J n N 71-1 3 i 1 THn MN-I,.h A.—I,,..•4c �..�.. t: ��C H�-TECH ASSOCIATES W.x/ .ccxLm, to _ _ o,-�Y�lon rjUIL�ING. CO. u.. '/vrN...u.l Sa+Tyarla rtY oau.•.rco, crtrTura..ILLo- IYDO. Ny a r c Il I t e c l; u r a l d e 5 g n, Inc. Ih........ Lull r > iW..�l ,1 N.N•I„h rOUCe 28, U111C 4 1550 tel: 505-771.3900 - cenC ervill�,n�a 02632 fax 505-775-1395 , LEGEND Ieaching Area Requirements EXISTING PROPOSED ZONES Design Schedule ELEVATION LOTN07ES Edge of Pavement- TOP OF FOUNDATION 64.0' ALLOWABLE DAILY FLOW ON THIS LOT; ZONING DISTRICT �RD-1 3 BEDROOMS AT 110 GPDIBEDROOM 330 GPD Sewer Pipe 330 GPD/AC X 1.25 AC 412 GPD FINISHED BASEMENT FLOOR 56.3' ZONING DISTRICT GP Water Pipe w FINISHED GARAGE FLOOR 63.0' ADDITIONAL 50% FOR GARBAGE DISPOSAL N.A. MINIMUMS Leach Pit SEWER INVERT AT FOUNDATION 60.6' AREA = 43,560 S.F. LOCUS @ PERC RATE 2 /1 MIN. INCH (CLASS I SEWER INVERT INTO SEPTIC TANK 60.4' FRONTAGE 20' , Catch Basins WEQUAQUET �(0) SEWER INVERT OUT OF SEPTIC TANK 60.1, LAKE Septis Tank WIDTH = 125' LTAR 0.74 GPD/S.F. SEWER INVERT INTO DISTRIBUTION 13OX 59.9' Distribution Box FRONT SETBACK = 30' SEWER INVERT OUT OF DISTRIBUTION BOX 59.7' Water Gate MIN. LEACHING AREA OF S.A.S. A SIDE SETBACKS = 10' SEWER INVERT INTO LEACHING SYSTEM 59.5 , Light Pole REAR SETBACK = 10' Utility Pole BOTTOM OF LEACHING SYSTEM 5 .5 330 GPD1 0.74 GPD/S.F. 446 S.F. MIN. 0 2. Contours 211 WATER TABLE Spot Grade PROPOSED SYSTEM SIDEWALL (12+26)(2)(2) 152 S.F. Test Pit BOTTOM 12' X 26' 312 S.F. LONG POND TOTAL 464 S.F. d LOCATION MAP HYANNIS QUADRANGLE SCALE; 1:25,000 ASSESSORS GENE&4L NOTES : MAP 251'PARCELS 11 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995 AND TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS ANY CHANCE TO THIS PLAN MUST BE APPROVED IN WRITING /I-1.5" WASHED STONE BY THE DESIGNING ENGINEER. 12 WHEN CONSTRUCTION IS COMPLETED, PRIOR TOBACKFILLING, NOTIFY.THE ENGINEER & BOARD OF HEALTH AGENT 26' FOR INSPECTION. PLAN OF LEACH CHAMEBERS FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. NO SCALE THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN N 55-106"' N 54*0� 16' _L____ APPROVAL BY THE DESIGNING ENGINEER., f 73\79 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC. 5.42' 12' - 1500 LOT 7 FINISHED GRADE co EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING =5i�53 7111 COMPACTED FILL 43,048 S,F.11 3 6"MAX. 12' IN. SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', .............. ___Q_9 -Acres U PER 3 10 CMR 15.255., LEN= 14. 5 \ 2�'- I I I 9 PEASTONE B =S 15*44�26 w 19 MRANT _?1NDLE TO 1 112 EXISTING L�O T jb/38 314 3 .5" n. EL 6Z0,3' 5r. , , _1111._!� DOUBLE PRIMARY BENCHMARK N.G.V.D. -,.-,M-AP ' 251 RE&ERVE 5 tEA I A- 0 PROJECT BENCHMARK SEE PLAN Z WASHED STONE 4b S, 3', 9 now 00 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND -0 SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE S SEC77ON UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. �Z M NO SCALE CL ct at 1. BOUNDARY INFORMATION FROM PLAN TITLED 2 ICL C _"PLAN OF LAND I AT COONORS., ROAD .-PHINNEY'S,LANE Cl-V ------- CENTERVILLE,, MASS. FOR ------ N MRS. JAMES HALLET" p BY BAXTER & NYE, INC. DATED SEPTEMBER 27, 1999. L 1 ,31 .8 R-31 0.01i OT 1 3 L L­0 T 6 Z�, =24* 2P 7" MAP 25il -,C LEV 30.90 , 690347 S. LEACH SYSTEM WrfH R�TMMATOR DESIGN 55,966 2. TOPOGRAPHIC INFORMATION BASED ON G.I.S. S. F. I I BRG=N , 58*30'07 W # 124 1 .,5, 9 jAcr'es -,± FROM THE TOWN OF BARNSTABLE es. 0 ALL PIPES TO BE SCHEDULE 40 PVC 0-) EXIS�IN& T USE I - 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS shape fCICtor -'A 9.48 L=139.24' LOT 31 00 1 .28 Acr YO R= 140.00' � I . I_ I . t IN A 12'X 26' WASHED STONE TRENCH AS SHOWN or U F fvlq OF 45,060 S. F. 0 =56*W� T.03 Acres ,� C LEN--133.57 V No.290 ha p e-fe-C t OF__,1-_- 1 6.-8-7--- 14 k 216 BRG=S 42�*11 '51 \X 0 GIs" < 10 SIT- 0 SSIONA� C/) I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED FOUNDATION SHOWN IS z Septic Design CA > IN COMPLIANCE WITH LOCAL ZONING BY-LAWS (WITH RESPECT TO SETBACK REQUIREMENTS ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA, LOT 71 CONNORS ROAD SCALE: 1 30' THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES. CENTERVILLE� MASSACHUSETTS 0' 30' 60' 90' F PREPARED FOR REGI��DJP OFESStoNAL LAND SURVEYOR DATE BAYSIDE BUILDERS TITLE SANITARY DISPOSAL SYSTEM J.K. HOLMGREN & ASSOCIATES !NC� TYPICAL SYSTEM PROFILE SOIL LOGS P-9600 DAM:1116199 9:00AM ENG1NEER BOARD 0.,HE�LTH AGENT: Stephen A. Won,P.E. Edward Bany, Bams. Health Dept. , NOT TO SCALE BAXTER, NYE & HOLMGREN INC. CONSTRUCT ACCESS Proposed MANHOLE OVER INLET TEST PIT I TEST PIT 2 TEST PIT 3 Registeird Professional Top of To TANK TO AT LEAST Toundation 64.0' WITHIN 6' FINISH GRADE G.S.E. =63.6' G.S.E. 63.5' G.S.E. FINISHED GWE OVER TANK 63':E En&eers and Land Surveyors FINISHED GRADE OVER D. BOX 6.3± -Sir- 812 Main Street, Ostervifle,Ma. 02655 FINISHED GRADE OVER V, LEACHIN(I TRENCH 63.± 3" A SANDY LOAM A SANDY LOAM IOYR 5/6 (508)428-9131 (508)428'-'3750 IOYR 4/4 9" Phone Fax FIRST 2' (TO BE LEVEL) 4" SCH 40 PVC min. 12" (min' Cover (TYPICAL) 4" SCH. 40 PVC B -7-6-(min.) oLf Onin) 36,' (ma�' Cover SANDY LOAM SANDY LOAM 4" SCH .40 PVC 10YR 5/8 IOYR 5/6 PVC or :. , - 48. Proposed CI tees GAS RAFFLE 6* asm 18" 2 Layer 1/�"tol/2" Finished Peastone LEACHING CHAMBERS C SAND, GRAVEL Basement C I SAND & GRAVEL Floor 56.3' Slope 0.005 (min & COBBLES 6* CRUSHED E BASE 132 1 OYR 4/6 4" PVC 76- 1 OYR 5/4 DATE: 0111�012000 0, 0 0 FOOTING C2 SAND, GRAVEL & COBBLES REV. DATE: REMARKS '32" 1 OYR 314 1- 5/9/ BOTTOM ELEV. 57.5' 7# 01 Revise House NO WATER ENCOUNTERED 5.0 PERC @ 60" 1500 GALLON SEPTIC TANK DISTRIBUTION BOX MING NUMBER RATE= >2 MINIIN EVEL STABLE 13ASE TO BE INSTALLED ON A L i. TO BE INSTALLED ON A LEVEL STABLE BASE No Groundwater at Elevation 52.5' SEPTIC TMK TO BE INSpECTED & CLEANED ANNUALLY 'Ho1mgren2_nt'\ I 999\99125\L( H:\Drawings on /r El M 0 4 M 99125-lot7rev2