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HomeMy WebLinkAbout0042 CONNERS ROAD - Health m Connors Road Centerville A = 251 — 026 5 M EAD Na 2-1MOR UPC 1=4 wr MAN& ;Qx, V No. 6 l 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLAtion for MispoBo.Y 6pstrm Co=te ion Permit Application for a Permit to Construct(�epair( ) Upgrade( ) Abandon( ) System ❑Individual Components LocatioCnQAtidr®s Lot No. �Z onn �lJ• 2m ^ Owner's Name,Address,and Tel.No. Assess8r°�M��ap/Parcel =24 26 /��j b' .e`l 2�. T )ns®l) (P/7 22 7_ g . Ins ller's NamMcNahon ,509-07-6663, ess,'and Tel.No. Vl Designer's Name Address,and Tel.No. Qk 3h Z - �Y5 ,Q ]own tape. �n9ifx-e,r1/-t_9 Type of Building: Dwelling No.of Bedrooms of Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z Z0 gpd Design flow provided d f Plan Date 1112,11s Number of sheets 1 Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) '6600 QCU �0 -"C k d bp x1 S�� 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 this Board o e lth Si ed C Date 1113 (I6 Application Approved by t Date t Application Disapproved by VVV / Date for the following reasons Permit No. ono( -y8 7 Date Issued �l lYo. (S ' u� l Fee U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitatlon for MispoBal *pstrm Construction Permit Application for a Permit to Construct(-,I/Repair( ) Upgrade( ) Abandon( ) [Zj omplete System ❑Individual Components Location�Ad\dres ��Lot No. Z Conngrs �� Owner's Name,Address,and Tel.No. _ Assesir-s Map/Parcel C1� 2 ' l��j� e� 2 ��h nsa l) �0 7 22 7- g 1 Installer's Name,-Address,and Tel.No. U, IQ Designer's Name/,Address,and Tel.No. 5Qk-,3Gi Z 9�-y7j7-6653 DDwnn9irA-P"11-?9 Type of Building: ,) Dwelling No.of Bedroom Z " ( Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z 0 gpd Design flow provided J gpd f Plan Date �t'�.Z� 5 Number of sheets Revision Date l_ r T i�� D, Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) SOU a-1 Cl ak d. br X l dv 0�� P/ 1, F 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 this Board oFAA-P e �, If 13 (t5' Sig ed f Date Application Approved by r Date t / Application Disapproved by Date for the following reasons Permit No. 0( -- L�o -7 Date Issued i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 1 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by �I ! XL(Iynti l )n I at 'L1 Z l o n j)/j(!j (Y-Q , Cg n A( tiW� e"er constructed in accordance )jw with the provisionssof Title.5 and the for Disposal System Construction Permit No. n -%-7 dated J( Installer 1 � )((_�� G( � (C}(� Designer-b w ��f f�(� C( ( 5-00 r( n #bedrooms Approved desi fiery 2CU gpd The issuance of is pe it/shall not be construed as a guarantee that the system willc Pori/as deli d. Date '1 Inspector C/ � � i ' f ij t_ � 1 o No. ���"' Fee lUo THE COMMONWEALTH OF MASSACHUSETTS `• PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposat 6pstrm Construction Permit Permission is hereby granted to Co struct( ) Repair( ) Upgrade( ) Abandon( ) System located at 't _U n o v I 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 m st be completed within three years of the date of this permit. f Date ( � 13 /1 Approved by v J i ( J 1 ; P1 A& 1� c 0,��r/0 S'�- y �y f45 IF Cr-,11 J�(ce NQt QG-0, 1/o/-N�c�. T o r as F. Gefler, o!,yer-to r �StidS£AELF: . abbe Health Dbi i sion Thomas MCH eon,Director �QGD lY[1�nm Sin eet,liganifis,YU 026�Dll Office` 508-962-464 Fax: 503-790-6304 � r Cer��nr ca ion Forma Date- l6 ��lJ� sew2ge Perm icr 201S — ���_�scss®u°'s mapwareell oZJ Q t Desigiero d W /v194 JTnst�➢ie�e 8 B �1CCa✓c��9-� AddLness: Y"`G�� cJ �dd><esse o On was issued a permit to install a (date) (installer) septic System at dAA0VV based on a design drawn by (address) dated (design r) V I certify that i&t septic system.-referenced above was installed substantially according to the design, wbich may include minor approved changes such as lateral relocation ai`Lbe distribution box and/or septic tank. 5/t•S Q-X1L-,v-,1 r n a:a ro't" i �.c,T�l-� I cer6ify 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 accordauce with State &Local Regulations. plan.revr5rorl or certded as-built by designer to follow. • ta of 6f ASS9Dti DANIELA. �N (Installer's Signatuze) o OJALA CIVIL No.46502 r _ OISTE��O��'<t 1 ^ G SS/ONAL ENG (J)esigaei's Sipat ue) (Affix,Desrgaor s Stamp Yore) LLL[BE 119T`LRN TO BARc°STABLE YO-MIC 1EAiLTH DIVISION. CET ICAlt OF �CoyiTE�,�NC E M1, �91 � : b0�e 0 LTfq .'M ;O_U 'TES F0 a�.1� .S- T CAM A1� lP CErNLD T1 THE,A�T4STABLL 8UILIC�ALT.UI II�][gl��TlOTd, �'���f U 0:Health/Septic/Designer Cer i ucation Fo,m 3-26-04-char, 11/13/2015 12:33 #3535 P. 002/003 Bk 29271 Pg41 #55936 11-13-2015 @ 11:24a DEED RESTRICTION WHEREAS, J. ALBERT JONNSON, of 920 Mulberry Way, Boca Raton, Florida 33486, is the owner of 42 Conners Road, Centerville, Massachusetts, a certain parcel of land with the buildings thereon, situated in Barnstable (Centerville), Barnstable County, Massachusetts, being the Westerly part of Lot 16 as shown on plan "WEQUAQUET PINENEEDLES OWNED BY MARY A. TOBIN, 1927, NELSON BREASE, SUV'R" which plan is duly recorded with the Barnstable County Deeds in Plan Book 47, Page 119; and o WHEREAS, J. ALBERT JONNSON, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of, bedrooms which can be included in any home built on said lot as a pre- u condition to obtaining a disposal works construction permit in compliance R with 310 CMR 15.200 State Environmental Code. Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage: and m' WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200 State Environmental Code, Title V. o Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is v requiring that the agreement for the restriction on the number of ° bedrooms In any house constructed in the lot be put on record with the Barnstable County Registry of Deeds by recording this document; Now Therefore, J. ALBERT JOHNSON does hereby place the U following restriction on his above-referenced land In accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1 11/13/2015 12:34 #3535 P. 003/003 Bk 29271 Pg42 #55936 1. 42 Conners Road, Centerville may have constructed upon the lot a house containing no more than two (2) bedrooms. J, ALBERT JOHNSON agrees that this shall be permanent deed restrict n g p io affecting 42 Conners Road, Centerville,'Mossachusetts, and being shown on the plan recorded in Plan Book 47, Paged 119, For title, see Deed recorded at Barnstable County Registry of Deeds Book 17768 Page 92. WITNESS my hand and seal thi day of No er, 2015. J. RT OHNSON STATE OF FLORIDA Palm Beach, ss. On this (" day of November, 2015 before me, the undersigned notary public, personally appeared J. ALBERT JOHNSON and proved to me through satisfactory evidence of identification, which was Qvy�„(A.a' JFQ-)'� VI"V~ \A w-s�- to be the person whose name is signed on the preceding document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public �+ '•� - ,"'""N., oISI+tEE t IVM My Commission expires: A..6 No"PUNIC•Stste of Rw* cafti ssion#FF 194027 My COMM.EWNS Feb 1.4619 2 aonN r, A!EWE, REGISTER MNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED 6 RECORDED ELECTROXICALLY 11/13/2015 12:33 #3535 P. 001/003 CRAIC T. ROCKWOOD Counsellor at Lo w 336 South Street Hyannis, Massachusetts 02601 inM�i rockwood.com Telephone 508-775.1122 Fax No. 508-771.1572 FACSIMILE TRANSMISSION 3 NO. of Pages Sent: (Including this cover sheet. Please call K you do not receive an of these pcws) To: Rebecca Fax: 774-413-7476 Phone:508-477-0653 Date: November 13, 2015 Re: J. Albert Johnson 42 Conners Road, Centerville, MA 61�l:SSA, Please see the attached copy of the recorded Deed restriction for the above-referenced property. Thank you. PLEASE DO NOT SEND SOCIAL SECURITY,BANK ACCOUNT,OR CREDIT CARD NUMBERS,EITHER IN THE BODY OF THE EMAIL OR AS AN ATTACHMENT,TO THIS ADDRESS. PLEASE CALL OR FAX US WITH THE ABOVE,IF NECESSARY. CON]FWENTIALITY NO TTCF The information contained in this transmission is confidential and may also be subject to the attorney-client privilege. The information is intended only for the use of the individual or entity to whom it is addressed. If you are not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient,you have received this transmission in error,and any use,distribution,copying or disclosure of this communication is strictly prohibited. Ifyou have received this transmission in error,please notify us immediately. TMPORTANT NOTICE Pursuant to recently enacted U,S.Treasury Department regulations(Circular 230) we are now required to advise you that,unless otherwise expressly indicated,this written advice is not intended or written to be used,and cannot be used by any taxpayer,for the purpose of avoiding penalties that may be imposed under the Internal Revenue Codc. Daniel A. Ojala PE, PLS From: Daniel A. Ojala PE, PLS <downcape@downcape.com> Sent: Monday, November 16, 2015 10:23 AM To: 'Thomas A. McKean RS thomas.mckean town.barnstab le.ma.us ' Subject: 42 Conners Road, Centerville, MA Attachments: 15-288 BB Johnson rev 11-6-15.pdf Tom: Attached is a PDF of the revised plan as discussed. Thanks, Daniel A. Ojala PE, PLS down cape engineering,inc. �( 939 Main St.Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.corn This Electronic Message contains information from the engineering firm of down cape engineering, inc., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. 1 TOWN OF,BARNSTABLE LOCATION y2 Conncrs RoL SEWAGE# ZO IS• y0' VILLAGE (2c,r-A z.roo 1 G ASSESSOR'S MAP&PARCEL ZS) INSTALLER'S NAME&PHONE NO. Q 4 3 6X CaVo A i E)•J SEPTIC TANK CAPACITY /SOO qo,) LEACHING FACILITY:(type) /-((500 Qo ) LC- (size) /2 x IG x 7- NO.OF BEDROOMS Z OWNER AI Mohn5a7�,_) PERMIT DATE: )I - 13 -1 S• COMPLIANCE DATE: 1 - 1 • IS 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' 3� - 92 A2 - 18'S 3Z' ��' • 11 C 3- 23 q (i M- 26 11 Z31W, . =(DG 0 -11 L► pNNER s Rc�• _ . Tow,n of B4.rnstawble Departimut of Ftegwatoily.,services a: inzurarnara; a Public Health.Division I)ate NAM aa�p. 200 Main Street,Hyannis MA 02601 Date Scheduled r' Taus-�/—o t m k+e,e Pd, Soil Suitability Assessment ar Sew • e Disposal Performed By: Witnessed By: d LOCATION&QRN-ERALD-Wps a,:_"TOOT Laea4on Address L�- C y`ors Oyrner's Na'no J U`►�1 S0 v� l^1G!• -✓ <<e- Address Assessor's Map/Parcel: Bngineer's Nam. Y Q M1 . R- NEW CONSTRUCTION REPAIR Telephone# (ro Land Use:La tAOt-? Slopes(96) !/' Surface St.ues / Dlstanees from: Open Water Body C�G #1 Possible Wet•Area I �G ft Drinking Water Wcll >(� ft Drainage Way ft Property Line (O ft Other fk S1011-TCHo(Str.et name,dimensions of lot,exact locations of teat holes&perc tests;locate wetlands-in proximity to holes) we ii.;nj 17 5, 0 Parent material(geologic) Depth to Udrgcl� Depth'toGroundwatcr: SlandingWatarinHole: N weeping fi-om PIta'C Estimated Seasonal High Greunciwater /y _ X P' ERAM` UO�T FOR SE,A S O .A.L HIG• WATER`�'OIAI. Method Used: G ��✓ _ Depth Observed standing in obs.hole: lu, Dcptli,To s911 xnuiu�:. ,' ltl, Depth to wcepingfrom side of obs.hole: lta, ©toundwaeerAdJustm�nk l>r Index Weli#k Itcading Datc: Ind.x Welt 1aYet. r _ A,J,favwr..•,T,..,,-,._A ..GivutidwtiterLeval...,,, FERCOL A.TION`.10E+sT DAN— TIM2 Observation r` Hole# I Tltnv Y.at " DepthofFerc. � ` 71meat6" Start Pre-soak Time @ -- 'l ho End Prc-soak RateMin./luch Sitc Sultability Assessment; Site Xassed Sits Failed: Additional Vesting Needed CY[M original: public health Dlvlslaa Observation Hold Data To Be Completed on Back---------- **411f percoXatacan test is to be conducted within 1.00' of Wound,you must first notify the Barnstable Conse)rvation Division at least one(1.) Week prior to beginning. Q:1SRPTlCTF-RCF6RM,.0O C �° 0 L17 '4 DREP.013S-tit -IIT-- O'X"13[OY C LOG Role# Dcpth from Soil horizon SoirTexture Sdil Color Soil. 0(her Surface(in.) , (USDA) (MunselI) Mottling' (Strmturc, Stones;Boulders, Cor 8 i'ten,y.%'Gravd) L 2g g S 1 OYA 3Z C ilc IOC' / DF +'P'03S° YZ°`VX'!,TON.AOL 9 LOG Role 0 Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mnnsell) Mottling (Structure,Stones,Boulders. Consisterim 9'o Grave �-30 g � 1/0 DEEP OBSE+RV-kTION RO LF,LOG ]i'"Yole 9'. Deptht'rod Soillforizon SoilTexturo Soil Color Soil Other' Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulders. Co i to o Cl n IDEFT OIBSE+RM&&ION ROU LOG 39010 4_ Depth from Soil Horizon Soil Texture Soil dolor Soli Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;loulders. Co si ten 6 Go • s FIooff Yns'urance Rat&May', ,Above 500yenrpoodboundary No Yes "Withln500ycarbaundary No� 'Yes.:. Within 100 year flood boundary No. D enth.of X'.aturally,Occarrin Ferwlous Material. Does at least four Feet of naturally occurring pervious matwial exist itt all areas observed throughout the area proposed fbr the sail absorptibn syeteml S If not,what is the depth of naturally occurring pervious matoriall C:� t%fication ' x certify that on S/ / _ ..(date)Z have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was perfb med by me consistent with . the requited training,expertise and experience described in�10 C&M 15.017. Signature �.rL7-��-I!l!��-- Datb p:MPTTWBIZCF0I-ZM.D0C LCiCAT SfWAGI PERMIT NO. Y1L GE I N S T A LIER'S NAME i ADDRESS 6UI ER DATE PERMIT ISSUED �3 DATE COMPLIANCE ISSUED I i �. Q I __ ALL SYSTEM COMPONENTS SHALL BE 4" 'SCH40 VENT WITH c PROFILE MARKED WITH MAGNETIC TAPE OR CHARCOAL FILTER AS NOTES SYSTEM S�EIVI ' , �. COMPARABLE MEANS FOR FUTURE LOCATION. ' SHOWN PLAN VIEW (NOT TO SCALE) PITCH BACK TO SAS, 1. DATUM IS NAVD '88 s PROVIDE MIN. 20" DIAM. WATERTIGHT " H-20 CAST IRON COVER TO GRADE NO LOW POINTS. ACCESS COVERS TO WITHIN 6 OF FIN. GRADE` " a _ 2 PEASTONE OR GEOTEXTILE � 2. MUNICIPAL WATER IS EXISTING ' UN D. E . 74.65' FILTER FABRIC OVER STONE OP FO •. �, . 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 74.© 2% SLOPE REQUIRED OVER SYSTEM 74.0 MINIMUM .75' OF COVER OVER PRECAST Locus <: NOTE 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECASTIN PRECAST H-10 THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-tS� RISERS (1YP.) MORTAR LL RECAST RISERS 2 4 saSCH40 PVC COMPONENTS -20 5. PIPE JOINTS TO BE MADE WATERTIGHT. PIPES LEVEL 1 ST 2 4 TYP. 70,t 7 4 ENDS SIDES EL. 71.0 c c 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE u8l .y * ,. 150d GAL. H-t0 ,� .Y ^,,�,;u�o;: : .,; .: .. ,,. rApH • . ... « } WITH 3i0 CMR 15.000 TITLE 5.) Weq>a 71.35t ,. , . 10 14 -- ®®® ®I� . ®® oLake70.97 TEE SEPTIC TANK TEE , .4 0./2 "� 70.24- E-�- ' �G ®1�/ ®®® ® ® ® ® ®®. ypatla64�SU pg ;�4a�a7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE , 1oaao00®� ®� ® �®® ®�� NOT TO BE USED FOR LOT LINE STAKING OR ANY o �1 - .oQa aa. q" LEVEL ACME OR EQUAL),'.] 70.41 a�oanG�n EL, 68.17 OTHER PURPOSE. �'. 4 LQ L ( ) ,. a .� B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. •000000000000000000°0°0°0°0°0°0°0°0°0°0°o°o°a` °o°o°o°o°o°o°a°o°o°o°o°o°00000°o°000°o°00001, H 20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. �,00 o.r n. " '1 o 0 0 0 o r_r_n_�_�_o.a a 3�4"-1-1�2" DOUBLE WASHED STONE 4' MIN. t UNITS REQUIRED �� �o ALL AROUND PRECAST STRUCTURES O 9. COMPONENTS NOT TO BE BACKFILLED OR (o " F STONE: 0' X 12 83' CONCEALED WITHOUT INSPECTION BY BOARD OF o 6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE 0 E. 16,5 HEALTH AND PERMISSION OBTAINED FROM BOARD- COMPACTION. (15.221 [21) uQi OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & 63.1 BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE G % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND WORK. MIN LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 251 PARCEL 26 FOUNDATION- 10 SEPTIC TANK 30 D BOX 51 FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL ' PROPOSED LEACHING FACILITY.' SITE IS LOCATED WITHIN A ZONE II ' BUILDING SEWER 'OUTLETS AND ELEVATIONS 2 BEDROOM DEED RESTRICTION REQUIRED UTILITIES AND ALL D PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AN EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. V LEGEND 99-- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV, 0Y I 99 PROPOSED CONTOUR a` _ [98,4] 98,4 PROPOSED SPOT EL. V TH1 , ( SYSTEM DESIGN: TEST HOLE Gr P /0� 'brio .77 GARBAGE DISPOSER IS NOT ALLOWED 2,*/- SLOPE OF GROUND UTILITY POLE A2F6'O EXISTING 2 BEDROOM DWELLING / Epp FIRE HYDRANT DESIGN FLOW: 2 BEDROOMS 0 220 GPD 220 GPD Op, - NOTE, NOT ALL SYSTM MAY APPEAR IN DRAWING / PROP;. VENT WITH CHARCOAL:FILTER USE A 220 GPD DESIGN FLOW AND BUGSCREEN (FINAL PLACEMENT BY / .>y CONTRACTOR WITH HOMEOWNER SEPTIC TANK: 220 GPD (2) = 440 CONSULTATION) -�' HOLE LOGS /�o USE A 1500 GAL. SEPTIC TANK TES , w / NOTE: ENGINEER TO INSPECT ENGINEER. DANIEL E. GONSALVES, SE #13587 AT INSTALLATION TO ENSURE LEACHING: LEACHING SYSTEM SIDES: 2 (16.5 + 12.83) 2 (,74) = 87 GPD . DAVID STANTON, RS EXCAVATION DOES NOT WITNESS. -- COMPROMISE FOUNDATIONS SN _ 10 26 15 STRUCTURAL INTEGRl1Y Fa BOTTOM 16.5 x 12.83 74 = 156 GPD DATE: f / . PERC. RATE = < 2 MIN/INCH TOTAL: 329 S.F. = 243 GPD x 56.$J BRICK Q 1`4874 PATIO/RET.. P. USE (1) 500 GAL. LEACHING CHAMBER (ACME OR EQUAL) ' CLASS I SOILS P# '` wAus WITH 4` STONE ALL AROUND ELEV. ELEV. 4 Eo q 74;1 a„ 74.1 A A Sao, SyF ss NON l/Nc so. MA 0 SL SL cLEANOUT o Io / APPROVED DATE BOARD OF HEALTH I'E' 10YR 3/2 �� 10YR 3 j2 (TYP.) . 4. _ '¢ R/ 5116 o. DECK ABOW �Q - TITLE 5 SITE PLAN SL SL 4, _ 51 GHQ THQ OF / zX 0� 10YR 5 6 10YR 5j 6 HIGH REI / 71 71.6' WAS .8 2$ 30 42 CONNERS ROAD VILLE MA VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE sue; p , VENTER, IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR • C C _.. PREPARED FOR BY HEALTH INSPECTOR PERC P SEWER LINE WITHIN B&B EXCAVATION/JOHNSON PAPERWORK AND HEARING REDUCTION PROPOSALS � Q 10 td' OF dF WATER SERVICE M/CS M/CS APPROVED BY THE BOARD OF HEALTH REVISED DURING A AUG 4 2009 ram; DATE: NOVEMBER 2, 2015 PUBLIC HEARING HELD ON -: _._ REVISED: NOVEMBER 16, 2015 NOTE FLOOR TYPE, MISC.) BENCHMARK cH c,r trC,�. CONCRETE BOUND ," :*� �� :a� �s , g 1OYR 6 4 1OYR 6 4 FAILED SYSTEMS ONLY �,� c��; oft 508-362-4541 / / EL. =.74,35 f<: fJANIE L f�,.l� c> DAME LR� , r COMPONENT TO FOUNDATION SETBACK SAS o A �n fax 5as-362-sssd SEPTIC SYSTEM CO { -4 �. > a _ downcape.com OTO BE BELOW FOUNDATION FLOOR) ` , � U.AL'A (c CI q ,. . down Ci a en lneerin Inc. ci132 3. NA e rs132 63.1 v�l engine urve o land Scale: 1 20 s y rs NO GROUNDWATER ENCOUNTERED - 11-l t - 1n ---w CB 939 Maim Street ( Rte 6A) FND DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 0 10 20 30 A0 50 FEET 1 �. -288 15-285 B&B-JOHNSON.DWG ALL SYSTEM COMPONENTS SHALL BE 4» SCH40 VENT WITH SYSTEM PROFILE NOTES MARKED WITH MAGNETIC TAPE-OR CHARCOAL FILTER. AS COMPARABLE MEANS FOR FUTURE LOCATION. SHOWN PLAN VIEW ? » (NOT TO SCALE) PITCH BACK TO SAS, 1. DATUM IS NAVD '88 PROVIDE MIN. 20 DIAM. WATERTIGHT11 H-20 CAST IRON. COVER TO GRADE NO LOW POINTS. ACCESS COVERS TO WITHIN 6• OF FIN. GRADE 2» PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING N EL. 74.65' FILTER FABRIC OVER STONE TOP FOU D. 3. MINIMl1M PIPE PiTCM TO BE '1/8'' PER FOOT. 74.0 2% SLOPE REQUIRED OVER SYSTEM �, MINIMUM .75 OF COVER OVER PRECAST Locus NOTE." 2' MIN. WALL 4, DESIGN LOADING FOR ALL PROPOSED PRECAST THICKNESS REQUIRED t PRECAST H-10 BLOCKS OR UNITS TO BE AASHO H-1� r, •' RISERS (TYP.) PRECAST RISERS 2'a 4"OSCH40 PVC MORTAR ALL H-20 PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. l' ,_, ,; 4 TYP. V'S EL. 7©.17 4 Q q ENDS ( ) SIDES EL. 71.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE c r * L H-10 FIn�Q �<. '� M wBQI�RQuet g O 71 .35 t 10 1500 GA 14 p p_,' WITH 310 C R 15.000 (TITLE 5.) ;; SEPTIC TANK TEE _.. ® ® ® ®®®® _ LQke' o 70.97 TEE E f� p pv�_p� ". 0.7Z • . U O D C ���I� LJ�® ® 'I�®� ,U�a00CC,p ty•' 'J O O O O O O ,On OO p46f7t >�OOOC ppp - a000°0000000 0 }pOpOpOp ®�® ®® �� "� o a 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE ,00°0000°000 cpp000t o �� o p e n a„o. M ,ypopp�oo. ,r,o�,.optiG, ' ppba G}4 ® ®® ® � ® ® ° p'° ° p NOT TO BE USED FOR COT LINE STAKING OR ANY ...: EL. 68.17 OTHER PURPOSE. , 70.24'.. • ;. 4' LIQ. LEVEL (ACME OR EQUAL) ., 70.41 • :... a000000000a00000000000 � L $. PIPE FOR SEPTIC SYSTEM TO SCH. r40-4" PVC. o°o°o°a°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°a°o°o H-20 ,500 GAL. LEACHING CHAMBER BY ACME PRECAST`OR EQUAL 0,0, o°�°n°n000^00000O000°o�.00_ o_ o�00000°o. » » ' O 3/4 -1-1/2 DOUBLE WASHED STONE 4 MIN. (1) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR . ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF y 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS 70 OUTSIDE OF STONE: 16.50' X 12.83' r, HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 (23) h OF HEALTH. 10: CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS /� p CALLING DIGSAFE (1-888--344-7233) AND LOCUS M/"\1- T VERIFYING THE LOCATION OF ALL UNDERGROUND & 63,1 BOTTOM H 1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE ( 2 % SLOPE) ( SLOPE) ( 1 SLOPE) NO GROUNDWATER FOUND 1y. WORK. MIN LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 251 PARCEL 26 FOUNDATION- �� SEPTIC TANK 30 D BOX 5 FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PR OPOSED LEACHING FACILITY. SITE IS LOCATED WITHIN A ZONE I6 ; UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 2 BEDROOM DEED RESTRICTION REQUIRED TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AN EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR AND REMOVED. . , V LEGEND - 99 -- EXISTING CONTOUR X 99.1 EXIST: SPOT ELEV. Jai a 1 99 PROPOSED CONTOUR 198.4 PROPOSED SPOT EL, / 'TH1 SYSTEM DESIGN. � TEST HOLE / 0� Pq;7 GARBAGE DISPOSER IS NOT ALLOWED 2% O 3;.77 SLOPE OF GROUND 40c UTILITY POLE /�� Z�&O EXISTING 2 BEDROOM DWELLING FIRE HYDRANT DESIGN FLOW: 2 BEDROOMS @ 220 GPD 220 GPD "00. - _ ` NOTE. NOT ALL SYM90LS MAY APPEAR IN DRAWING USE A 220.GPD DESIGN FLOW PROP. VENT WITH CHARCOAL FILTER / AND BUGSCREEN (FINAL PLACEMENT BY - /P, CONTRACTOR`WITH HOMEOWNER fir CONSULTATION) SEPTIC TANK: 220 GPD (2) = 440 � / y� y TEST HOLE LOGS o - USE A 1500 GAL. SEPTIC TANK , �, / NOTE; .ENGINEER TO INSPECT ENGINEER. DANIEL E. GONSALVES; SE #13587 AT INSTALLATION TO ENSURE LEACHING: LEACHING SYSTEM SIDES: 2 (16.5 + 12.83) 2 .74 87 GPD DAVID STANTON, RS EXCAVATION DOES NOT WITNESS: _ COMPROMISE FOUNDATIONS Si5' DATE: 10/26/15 STRUCTURAL INTEGRITY FO BOTTOM 16.5 x 12.83 (_74) 156 GPD PERC. RATE { 2 MIN INCH TOTAL: 329 S.F. 243 GPD x BRICK' 14874 PAno/RFT o° USE (1) 500 GAL. LEACHING CHAMBER (ACME OR EQUAL) CLASS I SOILS P# w,aLLs WITH 4' STONE ALL AROUND ELEV. ELEV, _ io " 74.1' 74.1' TOAS Alo n ~ o F4 OF Dip f � �p 0 A A �s S 4 es NON<CiH 4 Q.; so, SL SL 00, 'CFO GCLEANOUT Aq'. MA (TYP.) i dRi�tp APPROVED DATE BOARD OF HEALTH >, 10YR 3/2 10YR 3/2 B B, DECK ABOVE Q TITLE 5 SITE PLAN q TH,2 O OF SL SL 4• '_ 5, 0 / 10YR 5 `6 10YR 5 6` HIGH RE7 �, 28" / 71.8 30 / 71.6' WALL 42 CONNERS ROAD tia SYSTEM REPAIRS WHICH MAY BE CENTERVILLE, MA VARIANCES FOR SEPTIC I IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR C C BY HEALTH INSPECTOR z� . . _ __ PREPARED FOR PERC C O SLEEVE SEWER LINE WITHIN pQ �[j�� \� PAPERWORK AND HEARING REDUCTION PROPOSALS P 10 OF WATER SERVICE QUCB EXCA �/ A`TICaN/J4HNSON M CS M CS/ / APPROVED BY THE BOARD OF HEALTH REVISED DURING A PUBLIC HEARING HELD ON AUG, 4, 2009 DATE: NOVEMBER 2, 2015 REVISED: NOVEMBER 16, 2015 (NOTE' FLOOR TYPE, MISC.) BENCHMARKOF 41,4 CONCRETE BOUND \' � � j 1OYR 6/4 10YR 6/4 FAILED SYSTEMS ONLY /, �`� off 508-362-4541 EL. 74.35 \' „y/'� i11 iEl. `;. SEPTIC SYSTEM COMPONENT TO FOUNDATION 'SETBACK (SAS _ «,�� " DUEL . fax 50a-362-98ao BELOW FOUNDATION FLOOR). \ I C3,Ir,.:f� ;;1 ,�6JA daa downcape.com '© TO BE B 0 CI IL ., ��. 6�� Cape ,e� �neer�a Inc c7. 0 � r down ap. B 81r • 132 63.1 132 63.1 . NAI civil engineers land surveyors Scale. l - 20 � . Y NO GROUNDWATER ENCOUNTERED • -._ 939 Main Street ( Rte 6A) CB -�_ FND DATE DANIEL A. OJALA, P.E,, P.L.S. YARMOUTHPORT MA 02675 0 10 LO 30 40 50 F-CT �r 15----28$ LICE # 15-288 B&8---JOHNSON,DWG