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HomeMy WebLinkAbout0235 CONNERS ROAD - Health t 235 Connors Road Centerville J; A = 251 —059 a ; 'i f 1 f IN UPC 63 • ilAti�14�R MAi • No.., ' �� �,._ . _:� �ems, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for �N.5pogar 6potem Construction Permit Application for a Permit to Construct(XRepair( )Upgrade( )Abandon( ) m5omplete System El Individual Components ;ONfU� (VV�P asI Location Address or Lot No.a3,5 Owner's Name,Address and T No9 �+ �/ Assessor's MapNarcel ✓Z l �� `��_ ` 2-71' /Q 7 Q , 5// �QiLt S`1 Installler's Name,Address,and TeL No. p��//��` Designer's Name,Addres and Tel.No. 0 Z `T /� I` Type of Building: Dwelling No.of Bedrooms Lot Size Is•o 6o sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3y gallons. Plan Date / 16 Nymber of sheets ! Revision Date Title p. --' 5 17A Size of Septic Tank/ /7 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) (Y+�"� ✓ � 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 ertifi- cate of Compliance has been issued y this Board of alth. Sind OR'y' `J 0j✓ —0 Date �� . g Application Approved by I Date Application Disapproved for the following reasons Permit No. Date Issued THE`COMMONWEALTH OF MASSACHUSETTS �. Entecedinuter: Yes - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZppIication for3�Digpoar *p!ftem Congtruction Permit _ Y Application for a Permit to Construct(✓Repair( )Upgrade( )Abandon( ) m5omplete System ❑Individual Components P S� Location Address or Lot No.a 3 keP Owner's Name,Address and TA.No. P&9�*q.001 Assessor's Map/Nrcel LOT �� 7�'""` -7-7/ /Q 7 V 3 Installer's Name,Address,and Tel.No. / f,� Y�i/ Designer's Name,Address and Tel.No. L-/a F— Q/,'3 `rrj `i F� y 7 rJ Type of Building: • . Dwelling No.of Bedrooms Lot Size q'S o 60 sq. ft. Garbage Grinder(AV) Other Type of Building WOVd-9�11&A No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design.Flow d� gallons per day. Calculated 60T16w 3 3C) gallons. Plan Date 11101wov Number of sheets / r' Revision Date 't Title Size of Septic Tank / U Type of S.A.S. Description oe Sol 120 ��t. Nature of Repairs or-Alterations(Answer when applicable) ': ( 't e C 1,01 � ♦4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maint nance.of the.afd a 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 Certifi- cate of Compliance has-been issued by this Board of Health. ._ Sign OA.y,�.�•�v �jJ� �.����� Date Application Approved by Date - Application Disapproved for the 1r.. following reasons Permit No. Date;Issued a ' *THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, tha the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( )by at ha en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer Designer The issuanc of this permit shall not be construed as a guarantee that the sys a .will function a�'si-g Date 7/_ Inspector .,rram ------- --------------------------- — No. Fee THE COMMONWEALTH OF MASSACHUSETTS /- �'S PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Migogal *potem Construction Permit Permission is hereby granted to C nstruct( 1/ Re air( )Upgrade( )Abandon( ) System located at ra 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 this p t. may, Date: //�17�2GY� Approved by /y4(/ 61 < u T 3 STOWN OF BARNSTABLE C— r LOCATION 12'3 SEWAGE # 2-00 0 - Ct-3 0 VILLAGE Cz�`�'n-`''✓� +-C' ASSESSOR'S MAP & LOT !`� ' —W�•�1 INSTALLER'S NAME&PHONE NO. �2T� `^'v ��✓ ^ 3 g�' "5 5` SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3 e'U --'-Z"t 33 o i (size) 12, Zt. NO.OF BEDROOMS 3 BUILDER OR OWNER PERMI TDATE: �� �; �z�_�% COMPLIANCE DATE: 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 ii Z6 �I � � 12 � �� e� � �— b�, r ®J_i 1 )I s 1 � � ��� /T�� , � �.,� Town of Barnstable P# Z ?6 Department of Health,Safety,and Environmental Services �1HE Public Health Division Date i%—&• `I9 Q, 367 Main Street,Ilyannis MA 02601 BARNBTAUM - .. 1639. � Date Scheduled — I)— -. I? Time 9, yQ4,.k Fee Pd. 1100 Soil Suitability Assessment for Sewage Disposal Performed By:�54c,4AZ., l `r)i /�s111 � Witnessed By: LOCAT QN.& GENERAL INFORI.. ATION Location Address Owner's Name �j4 P� 0.��• /cdt Address G. /,4'X l5" _ l assessor's Map/Parcel: �rj 1 /�C. �7�/ZT� Engineer's Name ��x17,� 411 e,1. 1 ✓ J NEW CONSTRUCTION REPAIR Telephone H ttZq —'r?13. 1 Land Use Slopes(%) Surface Stones Distances from: Open Water Body Il Possible Wet Area R Drinking Water Well ft Drainage Way R Property Line fl Other fl SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 4/ oQ> m'1 rn2 • 'Z23-`�� Parent material(geologic) G LG c_ta� ©��r ac�h Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater .. DET. RIYIYNATYOI�I 'Olt S +ASQNAL HIGI� WATETt 1ABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well ll _ .._ .,.__ Reading Dale:. . Index Well level _ _ Adj.factor Adj.Groundwater Level PERCOLATION TEST date' 7fine`` Observation Hole# 'L Time at 9" r Depth of Perc (PO Time at 6" Start Pre-soak Time a 10'.640 Time(9"-6") End Pre-soak uvAb([ A,� j2yQO., - Rate Min./Inch '2- Lmnr��lh Site Suitability Assessment: Site Passed-0 Site Failed: Additional Testing Needed(YIN) Original: Public Ilealth Division Observation Hole Data To Be Completed on Back j Copy: Applicant 1 DL+EP OBSttVATION IIOLI!J LOG Depth from Soil l lorizon Soil Texture Soil Caior Soil Other Surface(in.) (USDA) (Mansell) Molding (Structure,Stones,noulderes. Consistency.%Gravel) 0 v_J 1..� 2Grr 6wvls&j O R Fto11 C1 CO IV rar - >/�� -- / lclX llv.� .�Gr�ld! -7114 I llIJEP 013SEIZVATIQN HOLE LOG Ilol_e # ?, ' Depth front Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel)_ Z.46,rr 1Gnat�1 (�.a,�,iM �0 t1'r/,'. f(a ----'--' 2� 44'' to YQ 7/1 C?— !0 Y l2 w 6 Lm _ DEEP OBSERVATIgN IIOLE LOG I oFe Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Uoulderes. Coil.tcncv.%Gravel) I I � I',OI3SEtVATION IIOLE LOG: Depth from Soil Ilorizon Soil l'exture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling. (Structure,Slimes,1)oulderes. -- Consistency,%Gravel) I Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ✓ Within 500 year boundary No (/"' Yes Within 100 year flood boundary No V 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? C� If not,what is the depth of naturally occurring pervious material? Certification I certify that oil "l< (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, expertise and experience described in 310 CMR 15.017. df '= Date '7— 7 !' Signature r--11711zw n l v N1 e Q-1 -1Z _CL _ I I I T v ' _ n IlII I S t D q - D y' N _1fi._id:s53.3[.e' N PCC 2'54 Z A , _ '-.�_'� } - - PAC-G2�9619 9 3/A• F�O /R. 1.3✓a„;e _ ID^m R Ill 17) 3 Q 2-0' yy 12-0' LINEN c 8 m��m c. Pcc 2133 w Ie <° M. Lm J o �Il yp� 3Zml p'xgs 2946 PKT Ad 3 � to -- -- m tu nlc�o n N la. 70it I w e PC 25m -3 75 N <R v a - -- D � � 1 I 7C 1' 1/A' oI• V 5 r yZ z R Z Q 2-2r10 B0VE Q 'or Zto 59 11 m° 14'-0' � I 4 A O�'• fly _ .,� V (((��� C pm I \ D D I \ 100 3/4"r 3/4' r 411 PCC2559-4 Q 12rIQ STEEL BEAM AWVE - CD I°P 2 p� h �Y1I a IN 9 SITE 7-1 - S ' o .na toctnatr - CALLANAN RESIDENCEIL ' i " 9L LOT 3 NEQUAQUET PINES I L I N ., I i �d�m . FLOOR PLAN _ 3 AY � AN1.9, ild'� HWILLE, MA (P2652 s Imo : -774-1 ' FAX: W6-M-.0156 C a : r III IIII II I�I III IIIII�!II III II I,. � � � II�IIIIIII Oil,ll I Illlll:i'II'IIII llllil III II I IIIII i�hll II'! IIII �I'I Iil�I'lll 'IIII III III IIL 4 1'II1 IIIIII',li.l III IIII I! I!�II jl n111 III �b • j•'i IIIIIljlillllllll � �� (IIII IIIiIllllll'IIIII - �'-�"�_ - -- W-4' i i! I�I,�I :I 11.11.i c 3 m d r�hh � � Q PCC2°59-3 0 V I I I''li' III i lall II�,1I1' :I LV �. I II III jI111 I 'I lil' IIII IIII [ 1 N W . III I1,'ii1!IIIIIIII III!III II MII i II• Itlll Zb� s _ III IIII I,II III; hill II•' 2"k I c I L b:lo. I T m .moo O 7 III I I j, 11 �� .i II IIi II'IIII IIIIIL II-Il j 3 `, 57 3/4'X53 3/4' �( iI ;I I III I,I,IIIIII I': PCC2q53-3 - i, I I -� I ;I,IIiI:IIIi i r I li n y f1 2FE6 c C ' � II hill If1,I IIII II.. �X \ I 1 I Z ---- i IIII li IIiII illllj!II IIII!I mir l•' — Ii !1I I' II ;, I I I IIIIr Illlll'i I � I I Illjll:' ' - '� '; !I III IIIII'II IIIIIIII it llilll I I,:. Ij� lll II' I ill' ILI IIII IIIII IIII 11 IIII 'IIIII!' :li i I '.III 'I, I ncg12 - I I 'i IIi IIIIIIIIII �- ' I I III IIII If IIII,III(IIIII- � I ' N III IIII IIIII II. � '1 d III'i I!1 I � I 1, II'lllllq l Q � I 45 IIII U 'l l I I illl m I III I I'/ — 1c. II Ili II II IIIII I IIII ((IIIII' � - ---1'I I III IIII IILI�II I. 11 II IIII I L. 11 iI: I III IIII'. I. III III! I (IIIII II I 1 I 111_'III Ili 1�' 3 I I !IIIII IIIII'I'III jl' ' j L,_Ili I I IJ III IIIII i; � I' IIIII 1 II III I I I,I IIIII III I I I�, I I III !III111!,III ' I I.,I :, I !'III,11111'I.'IiIIIJ m i I IIII' II IIII IIIII III I1'II I I p Y Ili IIIII I jll IIIIII'1jII IILI 11 II. II (IIIII;: — III11111! 11 ''I , --�'I•----- �---- � I III I I I I'.Iljilll 1-:� I IIIII I III.,( I: - w a X C�,LLAWAN i�E51 DENCE — Bt i �I IDE BUILDING/ INC . i LOT 3 NEQUAQUE7 PINIF 1 f1 . N ° MA ,02 FLOOR PLAN �i z '7- l-ice FYC: w LEGEND _ EXISTING PROPOSED Edge of Pavement LOT NOTES ZONES Design Schedule ELEVATION Leaching Area Requirements Sewer Pipe ,; ALLOWABLE DAILY FLOW ON THIS LOT TOP Or FOUNDATION , -____- — ZONING DISTRICT R D—1 69.5 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD Water Pipe w -- .33D GPD/AC X 1.03 AC — 331 GPD FINISHED BASEMENT FLOOR 61.8 Leach Pit DISTRICT GP LOCUS S' O MINIMUMS FINISHED GARAGE FLOOR 68.5 ADDITIONAL 50% FOR GARBAGE DISPOSAL N.A. AREA = 43,560 S.F. SEWER INVERT AT FOUNDATION 64.9 WEQUAAQUET =� ,i Catch Basins Q PERC RATE = 2 1 MIN. 1 cc) INCH CLASS a 1 0 Septis Tank O O _ FRONTAGE = 20' SEWER lNVERT INTO SEPTIC TANK 64.7 / ( ) SEWER INVERT OUT OF SEPTIC TANK 64.4 LTAR = 0.74 GPD S.F. Distribution Box o WIDTH = 125 SEWER INVERT INTO DISTRIBUTION EOX 64.2 /Water Gate N 9 FRONT SETBACK = 30 SEWER INVERT OUT OF DISTRIBUTIG'14 BOX 64.0 SIDE SETBACKS = 10 MIN. LEACHING AREA OF S.A.S. 2 g � Utility Pole �- SEWER INVERT INTO LEACHING SYS;`EM 63.8 O u T E Contours _ REAR SETBACK = 10' BOTTOM OF LEACHING SYSTEM 1 Spot Grade 200.0 �, N .8 330 GP D/ 0.74 GPD/S.F. = 446 S.F. MIN: qi T Test Pit WATER TABLE LONG POND PROPOSED SYSTEM SIDEWALL (12+26)(2)(2) = 152 S.F. H ' ST,p I BOTTOM 12' X 26' = 312 S.F. LOCATION MAP TOTAL = 464 S.F. HYANNIS QUADRANGLE SCALE: 1:25,000 ASSESSORS MAP 251 PARCELS 11 GENET� RAL NOTES ' ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 4 HYD. �38 MAP 251 ' .r TITLE V OF THE STATE SANITARY CODE DATED ... `f , HYDRANT SPINDLE # 124 � '- MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. EL = 6:'7.03' LOT N 37'30'25" E WASHED STONE ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING r , r 279.78' +i BY THE DESIGNING ENGINEER. 70 t 12' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, ra LOT 4 26 FOR INSPECTION. ENGINEER & BOARD OF HEALTH AGENT �+--- CTION. MAP 251 .`i 1 PLAN OF LEA. CHAMBERS 4N FOUNDATION L O�- 3 ,:• N ELEVATION MUST BE CHECKED WHEN COMPLETED. NO SCALE r f WITHOUT WRITTEN THESE ELEVATIONS MUST NOT BE CHANGED TH T RITT 45,060 S. F. APPROVAL BY THE DESIGNING ENGINEER. r 1 .03 Acres '12 ALL SANITARY DISPOSALSYSTE M PIPING TO BE 4" PVC shape factor _ 16.87 Il'A ^ ,�----- -- FINISHED GRADE f EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING Q ? 36"MAX.- 12"MIN. // /\/\// /�\/ /j�\//j// j\�'� COMPACTED FILL , \ \ \ \ \ \/ SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5 , G c� MAP 251 J.......... 4,..... PEASTONE PER 310 CMR 15.255. 2 lit I - � 1 ! � �. .. _ •• # 11 F 30.5" O / o -- <s 4 i O i •,� N J �,,,.—• : . DOUBLE PRIMARY BENCHMARK . N.G.V.D. o_ o= WASHED STONE PROJECT BENCHMARK SEE P I : • • -' ARK l LAN V� P �' LOCATION, UNDERGROUND UTILITIES ARE APPROXIMATE AND SEG7TON SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE -- ,�0+ UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. , SCALE NO w r BOUNDARY INFORMATION FROM PLAN TITLED . ,: ,• CONNORS ROAD �PF'IN�IEY'S N \N PLAN OF LAND AT LANE M ., CENTERVILLE MASS. F. .. OR MRS. JAMES HALLET BY BAXTFRi P r F 1 NYE INC. DATED SF . ._MBf'R _,_ � 1999. v TOPOGRAPHIC INFORMATION BASED ON G.I.S. FROM THE LEACH SYSTEM WTTH IIVF 7RATOR DE 1GN TOWN OF ARNSTAB ' I zv o ALL PIPES TO BE SCHEDULE 40 PVC USE 1 ER ITS / i — 4" DISTRIBUTION LINE IN 3 RECH�,RG UN �--- ---_ r fta,,:* jai H �t �'AS �P��H OF/ygss IN A 12'X 26' WASHED STONE TRENCH AS SHOWN �O� S7E HEN yG : y ar S - v O ; No.3021$ rn #1 TP#2OD \�S/aNA��N�` _41— S 37' 0'25" w ``• T E F Y KNOWLE T THE PR01''f •;. -' 1 1 CERTIFY 0 TH BEST 0 M DGE THA OSED FOUNDATION SHOWN IS 4 f F 1 J Yii 22 �26' ,. IN COMPLIANCE WITH LOCAL ZONING BY-LAWS (WITH RESPECT' TO SETBACK REQUIREMENTS J ; I ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZAFD AR EA. La CONNORs an "• � T 3, r�- • _ ROAD I THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY CENTERVILLE LINES. , MASEA w�E • 20 — FOOT (NOT WNSTRUCTED) PREPARED FOR ` RE ISTERED ROFESSIONAL LAND SURVEYOR DATE B,AYSIDE BUILDERS • .._ J.K. HOLMGREN& ASSOCIATES INC.' TITLE PLAN VIEWSOIL _ LOGS P-9596 DATE a 1i6 9 OOAM SEPTIC SYSTEM DESIGN ENGRVEER: BOARD OF HEA r TH AGENT SCALE 1"=20' Stephen A. Willson,P.E. Edward Bazry, Dams. Health Dept. ..—._ TYPICAL SYSTEM PRC'. ME 0' 20' 40' 60' TEST PIT 1 TEST PIT 2 TEST PIT 3 Proposed / CONSTRUCT ACCESS _. BAXTER NYE & HOLMGREN INC MANHOLE OVER INLET G.S.E. =68.2 G.S.E = 67.8 G.S.f« _ , :.z-____•_-•_�--......�..--. . Top of NOT TO `SCALE a,,_,,.1 Tom,. Foundation = 69.5 TWRHIN 6"rFlNISHtGRADE Registered llufeSS1011a� REC 1Or O r0r FINISHED GRADE OVER TANK = 68'f r Engineers and Land Surveyors :. ;�. ,�,�,� - FINISHED ,'rFi,1DE OVER D. BOX_= 68'1 « ... Y R 17 2000 FINISHED GRADE OVER LEACHING TRENCH 66't 812 Maul S trees, Osterville,Ma. 02655 AP AP SANDY LOAM TowN of gARNSTAe 4., SCH. 40 PVC SANDY LOAM Phone -(508)428-9131 Fax - (508)428-3750 HEALTH DEPT. FIRST'2' (To BE LEVEL) 6' 10 YR 4/3 6' 10YR 3/2 (TYPICAL) m�. --- 4" SCH. 40 PVC 12" (min) Cover PVC or C)L2` (min) 36' (max) Cover B Proposed �o` CI tees 4" SCH .40 PVC B GAS aaLE s`sump SANDY LOAM SANDY LOAM Finished / Basement :. _ 2"Layer 1/8"to 1/2 10 YR 6/6 1 OYR 6/6 Floor = 61.8 Peastone 26" 28•' ;�'. ..: .: . . .. . . Sloe ( ) LEACHING CHAMBER Reinforced Concrete 6' CRUSHED P 0.005 min ... . �� STONE BASE C 1 FOOTING ; ` 4" PVC C1 MEDIUM SAND, -� ..., • O O O MEDIUM SAND O O O _ 80' 10 YR 7/1 44' 10YR 7/1 DATE. 8/02/2000 O REV. DATE: REMARKS Ci MEDIUM SAND, BOTTOM ELEV. = 61.8 dt GRAVEL CZ SAND, GRAVEL do COBBLES r 132' 10 YR 7/4 132' 10YR 618 ■ 1500 GALLON SEPTIC TANK DIS1F'IBUTION 'BOX 5.0 is NO WATER ENCOUNTERCD TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE PERC O 60' ( , NEWM SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY v — No Groundwater at Elevation 56.8'. RATE= >2 MIN/IN LEACHING SYSTEM H:\ 1999\99125_1ots\99125-1ot3.dwg 99125-1ot3.dw