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HomeMy WebLinkAbout0053 MOUNTWOOD ROAD - Health .� 53 MOUNTWOOD`I&ii� " M. MILLS 'A=125-012 TOWN OF BARNSTABLE LQCATION SEWAGE# J0 t•2-6 i( VILLAGE ASSESSOR'S MAP&PARCEL 1�INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYX LEACHING FACILITY: (type) (size) Jtl ��lac NO. OF BEDROOMS --:2, � OWNER U (*a--cwti PERMIT DATE: —1 L-P7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -}- Z Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) t4 e4- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) M Feet FURNISHED BY /O ,/ L o ,e �isw�►ryS 40 �ee 73 G No. a-U Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitatlon for IBisposal 6pstem ConstCUttlon 3pPrmit Application for a Permit to Construct ) Repair,( Upgrade C ) Abandon( ) ❑Complete System [Individual Components Location Address or Lot NoV*_�7 GU{'j Owner's Name,pApddress,and Tel.No.og,2 q6-�G,93 o / - /�MfnY15 J1,( /'� X)O" 21 &M1 5-3/Zla vn .IV Assessor's Map/Parcel 5 (Q,;V_ Installer's Name,Address,and Tel.No. ,3D8= "�/''93 Designer's Name, ,Address and Tel.No.,52e-3��-qSy/ /�oiv ° C�vnStrc� iA, )neeYi ;� Y39 �1nSf` S O�-Lo cl8' r O Type of Building: _ Dwelling No.of Bedrooms Lot Size C?b as-1 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures pp Design Flow(min.required) 33 U gpd Design flow provided .S / n gpd Plan Date&A 144,1/2. �O/& Number of sheets / Revision Date 9Gg�i 0�6 TitleT✓P��. ! i k 1 1,u, a0 53 IL40"+ L 9 lr�{*ns Size of Septic Tank Type of S.A.S.(a)s ' USX ,23" Description of Soil ; /. 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 Environmental Co d no place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date //d�1 Application Approved by Date l Application Disapproved by Date for the following reasons Permit No. a.6 i Z— Oct Date Issued t L r No. Fee too,— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF;BARNSTABLE, MASSACHUSETTS ^plication for Disposal *pstem Construction Vermit Application for a Permit to Construct( ) Repair(p6 pgra'de') 'Abandon( ) El Complete System []'Individual Components Location Address or Lot No Owner's Name,Address,and Tel.No.Sp a�G'o76 93 Assessor's Map/Parcel o /Z.. ��/ {C5►t5 rti� �f 5 Installer's Name,Address,and Tel.No. 52)S-?/ 93 2,9� Designer'Name,Address,and Tel.No. Sod 3Ga-S�J`y� sr lei �vns�ruc�tar, .v+� XS-�-ricic�s f•y ur, ate. ;r7�eeV r' ,Znc r3Q Nhrn Sf ac 5 * 0>-&t/8' r4- Oa(e S� Type of Building: {�f Dwelling No.of Bedrooms Lot Size �O O J / sq.8. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) 33 U gpd Design flow provided �r 9 gpd Plan Date 4u a&,4{fl, /n(v Number of/sheets / J Revision Date /�tF�LGe Title-ri 4- S��e f�GWi &t 5"3 mnr�/l w� A QGJ `&('skn05 Size of Septic Tank�n;� a )(x - Type of S.A.S.���$GUQrl_p C:y'r Yjj crn� nS{ in a �;�S>C1 � 3 Descriptio4.of Soil—see S;,•// 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 Environmental Code• d not place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed ) Date /V h Application Approved by C(/" 't-� G S Date I 1 Application Disapproved by Date for the following reasons Permit No. a 0 / 7 a( ( Date Issued ( l t r --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF'MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by. /-k!a Ztr at � nr�n�gy �i Delia lc�cir�S i �5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 136rk kn . C Designer_ OM �uu , �L #bedroom I s-3 Approved design flow gpd. The issuance of this permit sha not be c nstrued as a guarantee that the system w' function e ' ed. Date q l •am? Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair("N /Upgrade( ) Abandon( ) System located at ,'� �j ggokwx2c! / .5 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. Date Approved by Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannlbt,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: I Sewage Permit# o2v I nt -d i! ,Assessor's Map\ParceE Designer: �ov)r) @ "I rW.n ri Installer: A (/1 ��fe-kc �►` \ p Address: ��� NQ f k,\ U'G Address: p o. d5a 2D 414— On ( a��s�r c� was issued a permit to install a (date) (installer) n ,1 septic system at c� t--I U Lj-nfW opA . _ based on a design drawn by (address) a n'l I OL�GG 2E dated 1 ip (de ' tier) 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 s m) but in accordance with State & Local Regulations. Plan revision or certified - u• by designer to follow. OJAL.A (la.staller's Signature) " CIVIL No. 46502 ONALE,NC� (Designer's Signat e) (Affix Designer's Stamp Mere) PLEASE RETURN TO 13ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE QIr CQ.MPLIANCE_LXLI- NOT BE ISSUED MTL BOTH_TIHS FORM AND AS-BUILT CA" ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desipec Cer ifcation Form 3-26-04.doe down cape engineering, irtalEVE SOILS ANALYSIS 53 MOUNTAINWOOD RD MARSTONS MILLS, MA 3> ry DATE OF REPORT:,1112117 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST . w SITE: 53 Mountainwood Road, Marstons Mills ' LOCATION: DCE Test Hole ^' SIEVE ANALYSIS Weight Sample(Grams): 208.6 SIZE ;WEIGHT RETAINED %RETAINED %PASSED ' sum --------------------------------------- --------------------------------------- 3/4" 0.0�a- 100.0% 11/2" 0.0: 0.0%: 100.0% ....................... 3/8" 0. _...'---------------------r--__-------------- 0.0� 0%; 100.0% #4 0.0' 0.0%; 100.0% #10 16.3; 7.8%: #20 -------73:61-------------35.3%ot-----------64.7% -------------r ------ - - #40 140.9: 67.5%; 32.5% •-------------r--------------------------Y---------------------f..........._------ #50 171.5; 82.2%; 17.8% ------------ -- ..._..... -----------------------I------------ - #80 196.9: 94.4%: 5.6% ------------ -------------------- --- d---------------------,..... ---- ------ #100 200.6. 96.2%� 3.8% --------------1------------------.._.....i--------------------- ------------------ #200 206.3: 98.9%: 1.1 -------------- ------------------------ -r------------100. ---r------------------ PAN: 207.7; 100.0% 0.0% ------------- -------------------------- --------------------------------------- SAMPLE: NOTE:TEST ON PASSING#4 ONLY, 3.4% RETAINED ON#4<45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRAVEL AND SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >98%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1<5 MIN./IN. MATERIAL(0.74 GPM/SF) NONCOMPACTED SOIL DESCRIPTION: MEDIUM/COARSE SAND OF DANIELA. a� o OJAIA CIVIL f No.e650 ° /g E fir` �SSIONAL ENS'\ TOWN OF BARNSTABLE LOCATION �3 ������®� ZPY SEWAGE # 91'7 137 VILLAGE /�IQII✓`�/�5 �1�5' ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �4r�`a�a lCor�s�" 771—,�3�1` SEPTIC TANK CAPAC= 0100 A4 L ►1 �LEACHING FACII.TTY: (type) L v i 1 �s Ly (size) oZ NO.OF BEDROO 3 BUILDER 0, OWNE buc tiesg)e- PERMTTDATE: iYAX7 COMPLIANCE DATE: q` � "" 9 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Sf 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 aq° � ' b .:.:::::::.::�:::.................. �.,.. - a,. Soil Other D,'epth from Soil Horizon So6WT;Kture i S 1fSotl,Color' S face(in.) (USDA), (Munsell) . Mottling (Structure,Stones,Boulderes. boy UC 6�6 :.:.:...:....... ..::..::..:.:::::.....:........: ::..:.,:..<;....:,:;.>.`.%�'.`«13'` >[> O e fr'..... ,I'epth from Soil Horizon Soil Texture Soil Color Soil k-+!• Other Surface(in.) (USDA) (Munsell) Mottling• (Structure,Stones,Boulderes. o • n 0AGravel) Ito Z I1� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Kinsell) Mottling (Structure;Stones.Boulderes. onsistency.%Gravel) "' Soil Texture Soil Color Sod Other '�Depthfrom•��• • Soil•Horizon•••• Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. onsistengy.%Gravel) a - Mood+Insurance•.RVRRIlVlan, m Above 500 year flood'bounda y,No. Yes W,lthinz.560:year boundary .No Yes "} wilHinrl00 yeaf'floodrbb-undar-y Noq_ yY�,.es_4 y: Yp �r.. Depth of Naturally®ccurr6nn Pervious 1Vlaterial Does at least four feet of naturally occurring pervious aterial exist in all areas observed throughout the area proposed for the soil absorption system? — If::not,what_is the depth of naturally occurring pervious material? Certification C,... i I�certify that on J (date)I liave passed the soil evaluator examination approved by the tof-En"'viron 'entalProtection.and,that•the-above analysis was:performed byane consistent.with D'epartmeti' ,the required training,expertise and experiencetdescribed in 310 CMR 15.017. y Signature2� ' Date f �, Town of Barnstable P# 4I)epartenentof Hea1t1�;-Safety,a_ndEnvt.r:.ori;trrenaal:SerY:lc,�s; t '�o :` +� ety ag``+►;E i Public IItea4lth Div�is><'on Date: �6 367 Main`Street,Hya:rnis MAJOR' MAM 3 ®naxa•eaHra. v� Time Fee P' . Date Scheduled A d I� Pal Soil Suitability Assess� aent�`®� ,5°ew 9-e D°sposa- Performed By: 06 i Witnessed B�:. �' s — -- ::::::::. :::.:::::::.::.::::.:� :. .. . r.: .: .: :::::::::::::::::::::::..::::::::.:::.::::::::::::::::::::::::::.::.- ::::. :::::::::.:::::::................,�.1 .......... off Owner'S Name Location Address S3 uM t W 0 0 I'R 14c ke-o , p� t 1%7 Assessor's Map/Parcel: ( ° / Engineer's"Name c(JO µ/ i NEW CONSTRUCTION REPAIR / Telephone# C��✓ �v'L ys Y� Land Use Slopes(%) AIA- V'�d Surface Stones Distances from: Open Water Body A Wft Possible Wet Area 7�j ft Drinking Water Well -n - oe 7 Drainage Way t ft Property Line _n' _ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands in proximity to holes) ;6 / ^tom= dP ' �rt s 7 z� f. ;�. ,�. ��•` �. Ili Parent material(geologic) 1 f Depth.to Bedrock VJee in frcm Pit Face Depth to Groundwater: Standing Water•in Hole:" l v FTC P. g Estimated Seasonal High Groundwater-., y���yyY. ..::::.�:::.�:.:::::::,:.:.;::..:;...........:..:.:;:..:........:..;.::......:.'.":'`:;;...,.:..:.,....:..;.....: <,::;:>••...cy.^:'."'••:>::<'.":. ,' '•.:..�1�r,L`'i<>`:`?E•`• �?iiri ,gym ..•.....:............ ••IvYethod•iJsed:'...•..•'••IT�.J in. Depth Observed standing in obs.hole: in. Depth to.sd&mottles: in. Groundwater Adjustment ft.Depth to weeping from side of obs.hole: of - Index lafell#___._,_ •Reading Date:_,___ Index Well level•_,__ Adi.factor Adj::GroundwaterLeuel__ ......._..............:::::::::::::::::::::::::::::.:::<::.:;;:;.;:•.�::::;:::.:•:;::.:;::.:.:::.,:::.°:;isap:<;: i;i;iP'i:i;::i;ii`::`% �°•'<:r;i;f>:>' %:?#>`•:'ii�%itiis%`. '. ::;;:::::;:::::Sr::i3? z3iE:i:#isi :i%E>,'•:i: SS' ;::i:E�`::i:i:i:i:1:i:? :: :.•` ::;: ;: `..,•';,;";;:.. .,,, ,,. ::;'i::ii::? ::::::::i:a; ....... `I tide .�•. ::<:>::>:�>s>:<:>:; ::::.<...�::::::::::::::::...::::::::::::::::::::::.::::::::.�:::::::::. ....................................................................................................................................................... u_ Observation Time.at 9. Hole#. ` Time at rah' Depth of Pere `6 Start Pre-soak Time® Time(V-0) End Pre-soap y Rate Min./Inch YAM I _ _ j... a:-: �> :.. �3. ..�.p..�, •,ram.• '3T.u°^ -.,.. .#:,• -aSiteFurled:+ QddlgnaalzMcging,Needed.(Y/id) -+ Site"Suitability Assessment: Site,Passed. », yy Original' Public Health Division Observation Hole Data T®1$e;�.Otraple$e'd'®n"➢Peek Copy: Applicant r. ,doe �/ A No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS . ZIppficatton for Mtgooar *p!5tem Construction Permit Application for a Permit to Construct( )Repair( ' )Upgrade((/ Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S3 /�©�/%� y✓Bl9.t✓ Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name Address,and Tel No Designer's Name,Address and Tel.No. OV 9�9 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(✓ Other Type of Building evlGe No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 330 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /0,P0 94l of S.A.S. 5 1" Description of Soil w w e� mil' G� ��iY /�Q�►`��//Ze/� Nature of,, pairs or Alterations(A s er hen a licable) 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 Certifi- cate of Compliance has been issued y thi and f Heal Signe Date /,,> Application Approved y _- Date Application Disapproved for the following reasons Permit No. ' Date Issued - 4 No. Fee 4� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC.HEALTH"DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Zigogal *pztem (Con.5truction Permit Application for a Permit to Construct( )Repair( ' )Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �'�7 �G,�(�/ t tIOVZ2r . Owner's Name,Address and/Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. _ 7 l ,riCj Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(✓G�C9 Other Type of Building de5 Ldeejfe No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //a gallons per day. Calculated daily flow 3,3D gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /aeo 19 Type of S.A.S. /*74,,'iw>i2e/S 4elf,'�' Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7-S le a 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 Certifi- cate of Compliance has been issued y this,�Dard, f Health Signed.. // Date Application Approved y - Date Application Disapproved for thei following reasons ek 5 i 1 t f i j Permit No. 7 �_��/ Date Issued 2 _ 4_19 . THE COMMONWEALTH OF MASSACHUSETTSZ- BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded, ) Abandoned( )by / J I Lam 577= at _C'_,, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - 3 dated - ._1!/— i% ? . Installer 7�i/�!7��✓' :'/i n,`1-7 Designer The issuance of this permit shall not be construed as a guarantee that the syst 5 m will function as designed., Date Ll— `2 - ector Insp r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS xiopooal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(v/)Abandon( ) System located at /' 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 permit. Date: Approved by �\ %!% TOWN OF BARNSTABLE LOCATION �3 �IOu��—�/mm� SEWAGE # 9 �✓�7 VELLAGE /LI�/Q�`�/75/�7i5' ASSESSOR'S MAP & LOT LZ'L—'�91Z INSTALLER'S NAME&PHONE NO. 77l��3r�1 SEPTIC TANK CAPACITY - LEACHING FACILITY: (type)T� �L is �y� (size) NO.OF BEDROO 3 _ BUILDER O OWNE uc�i�SNJ� PERMTTDATE: l� 7 COMPLIANCE DATE: q Separation Distance Between the:. Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Sf 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 Feet within 300 feet of leaching facility) Furnished by. Rear bt` �q s, S') F NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT ON TIIOU T DESIGNED PLANS) I. RPber r ��� % , hereby certify that the application for disposal works construction permit signed by me dated 3//��97 concerning the property located at meets all of the followiner criteria: V There are no wetlands within 300 feet of the proposed septic system 1/ here are no private wells within 150 feet of the proposed septic system _ Thhere is no increase in flow and/or chane in use proposed observed groundwater table is 14 feet oYr areater below the bottom of the leaching facility c osed _here are no variances requested or needed. SIGNED : DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. q:health folder:cert a G� \ pl/vas,J� 19(7 - S •Mov•.1 i &joo 4 �4 . jZ�rG�S aN LI.IS 0� - 3 �I �LGVc�uv� �d�Q1 4" SCH40 VENT WITH NOTES S Y S T E /� P R O I L E ALL SYSTEM COMPONENTS SHALL BE CHARCOAL FILTER AS V MARKED WITH MAGNETIC TAPE OR SHOWN PLAN VIEW COMPARABLE MFJNS FOR FUTURE LOCATION. PITCH BACK To SAS, 1. DATUM IS NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) NO LOW POINTS. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING a TOP FOUND. EL. 73.0' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. oc �5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 66.0 4. DESIGN LOADING FOR ALL PROPOSED PRECAST �o Roce ane -NOTE: 2" MIN. WALL BLOCKS OR // UNITS TO BE AASHO H-2Q o� PRECAST H-10 THICKNESS REQUIRED 1 1to RISERS (TYP.) PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 2.0 66.68' 4"OSCH40 PVC MORTAR ALL H-20 r 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS Shubael Locus 4' INV' 4' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 12" MIN. INT. DIM. (nP•) ENDS SIDES 60.0 WITH 310 CMR 15.000 (TITLE 5.) Pond 10„ " 14 EE . � - . -o : �. o � oo F .. TEE r ���� ®gym® =1f � -���� ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND TEE *65.28 ° o ° ° wATERTEST D'BOX °000000 oa00000000� aol�o®®oo®�® ;agog000g NOT TO BE USED FOR LOT LINE STAKING OR ANY ° ° ° ° ° ° o ° ° ° ° EXISTING GAS BAFFLE,; ° ° ° ° ° ° ° ° ° ° 000ao�oo®ao o®�;_�o�oaoo®� °o°o°g° ** °°°°°°°°°°� FOR LEVELNESS cv ;°g°o°o°o SEPTIC TANK ` °°°°°°°° oaoaoo®®®oo ®®I ��0000®a .00000000 OTHER PURPOSE. o°o°o°o° °o°g°o°o 57.0 59.27 59.1 ° ° ° ° tti� O 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF ALL AROUND PRECAST STRUCTURES HEALTH AND PERMISSION OBTAINED FROM BOARD �a 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' OF HEALTH. COMPACTION. (15.221 [21) r 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 43 % SLOPE) ( 1 % SLOPE) CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & LEACHING 50.0' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f FOUNDATION EXIST SEPTIC TANK 20' D' BOX 12' WORK. FACILITY NO GROUNDWATER FOUND *THE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 125 PARCEL 12 -SHALL BE REMOVED 5' BENEATH AND AROUND THE LOCATIONS OF ALL UTILITIES AND ALL TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY PROPOSED LEACHING FACILITY. SITE IS LOCATED WITHIN A ZONE II BUILDING SEWER OUTLETS AND FOR RE-USE. REPLACE WITH 1500 GALLON ELEVATIONS PRIOR TO INSTALLING ANY SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF AN EXISTING LEACHING FACILITY SHALL WITH PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN PORTION OF SEPTIC SYSTEM NOT SUITABLE SAND. v VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY LEGEND- BE IMMEDIATELY GRANTED BY THE BOARD OF 5' REMOVAL OF NSUITABLE S IL R QUI EID 99- EXISTING CONTOUR SYSTEM DESIGN. HEALTH AGENT OR BY HEALTH INSPECTOR AROUND PERIMET R OF LEA G F CI TY, PAPERWORK AND HEARING REDUCTION PROPOSALS DOWN TO SUITA E SOIL L R. PACE X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED APPROVED BY THE BOARD OF HEALTH REVISED CLEAN MED SAND, M T DURING A PUBLIC HEARING HELD ON DEC. 10, 2013 �1 6g SPE FICATIONS OF 310 MR 1 .2 5(3) -[99]- PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING PROP. T WI CH R OAL ILTER 198.41 PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD ✓ 2) FOR ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW - 6� / AND BU SCRE N (F PLA EMENT BY SYSTEM COMPONENT INSTALLATIONS PROPOSED MORE THAT N ACTOR HO EO R TH1 USE A 330 GPD DESIGN FLOW THREE FEET BELOW GRADE WITH PROPER VENTING (PIPED TO 6� ; oNs T N) TEST HOLE THE ATMOSPHERE) AND WITH H-20 LOADING BUT IN NOT SLOPE OF GROUND SEPTIC TANK: 330 GPD (2) = 660 CASE SHALL THE SAS BE LOCATED MORE THAT SIX FEET o BELOW GRADE. 66 , 6 ,� **RE USE EXISTING 1000 GAL. SEPTIC TANK :0z y`� FIRE HYDRANT LEACHING: (1 Y �% / , NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD TEST HOLE LOGS BENCHMARK: / ; 68 / BOTTOM 25 x 12.83 (.74) = 237 GPD BULKHEAD ELE 73.0A NAVD8 2s �2 71 TOTAL: 472 S.F. 349 GPD CRAIG J. FERRARI, SE #13 4 ENGINEER: 871 � . USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITNESS: DAVID W. STANTON RS / 6s / 69 �1 WITH 4' STONE ALL AROUND /} DATE: 8/15/2016 �h 1 / D CK PERC. RATE _ < ' 2 MIN/INCH / \ /2 P VED 6 MA CLASS I SOILS P# 15121 D IVE APPROVED DATE BOARD OF HEALTH I � / � ELEV. ELEV. TH1 ; II O" 4 64' opt 64' / I EXISTING TH2 A A TOFLUN7 LS LS POOL 3.0 TITLE 5 SITE PLAN � / 10YR 3/2 10YR 3/2 / (ABOVE OF 6" g" 6� o N GROUND) B B #53 MOUNTWOOD ROAD LS LS oo MARSTONS MILLS, MA „ 10YR 4/6 10YR 4/6 / 14 62.8 18 62.5 / 0� PREPARED FOR `/ C1 C1 / H �01 4 oy� BORTOLOTTI CONSTRUCTION/ FLS FLS 10YR 6/6 10YR 6/6 / �`S18 20,0`J �c \ DUCHESN i 108 55 1 10 54.8 DO / \ � DATE: AUGUST 19, 2016 C2 C2 REV. AUGUST 23, 2016 "f , SIEVE n.�oy 4jN I �r�ss !>-�j of r��s�1r off 508-362-4541 < k� q cP q ' fax 508-362-9880 MS MS � r� I o� DANfELA s /o� GAN'E! \, downcape.com OJALA CIVIL jr L, down cope engineering, inc. 1OYR 7/4 1 OYR 7/4 No. 02 No -40(" 168" 50' 168" 50' ��� ISTe� es ° � 9 o F �o _ civil en ineers Scale: 1"= 20' _2j_ lt� NAB ��G ._-� ..-i�`% land surveyors NO GROUNDWATER ENCOUNTERED w � �� 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 D l l:L� /� ' 6-25�' 0 10 20 30 40 50 FEET 16-256 t/ i