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HomeMy WebLinkAbout0063 MAPLE WAY - Health (2) oz- ---•�,, ._ --- _- —- — ter--- ---- ——____- --.+�- — ——--�../'" SMEAD ^ nIC vn�l nBCA M ��^ -153E MADE Iu USA GF_T nPGANIZED AT MEen f�()U No. G a� �t/� Fee Uv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for Nspo8AY Opstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(14"Abandon( ) M/Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. >a - Assessor's Map/Parcel �: �� �„� `A Installer's Name Address,and TeL&o. Yd Designer's Name Address,and Tel.Rio.\r5-6_0,.h% t. ,��' .I< Viz. \ V 56 Type of Building: ((' �:�lv ✓, A J' i..I oh.n y r-//,1'c 21A J� Dwelling No.of Bedrooms 3 Lot Size r I sq.ft. Garbage Grinder( ) Other Type of Building � ` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) p gpd Design flow provided gpd Plan Date a �Q Number of sheets � Revision Date Title Size of Septic Tank \ S-1Z)Q Type of S.A.S. <':►� � �,�,-:cy ya��l V� <��V Description of Soil �'��' 1 �t?LA, Nature of Repairs or Alterations(Answer when applicable)1 t s�• \�E �� �.� ( E^� � w,1� 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 of Health. Sig A Date e� Application Approved by Date s2 OPAL, Application Disapproved by Date for the following reasons Permit No. Date Issued /_ _ f r,..—.,.ate T 4y rt � ` �t ,� �?' ���'7�• -.... .'S ^ ` 1 No. a!G a /� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE, MASSACHUSETTS Yes { y Application for,Misposal 6pstem Construction i3ermit Application for a Permit to Construct(,) Repair( ) Upgrade(V<Abandon( MCompleteSystern ❑Individual Components 4 ( r / t" Location Address or Lot N Owner's Name,Address,and Tel.No. 7— j�U' CO to {•�, : G(� o e,1�1 t/�. v —�-�v�, ti e�S� r«- Assessor's Map/Parcel ')c 6 k k G V) O v d en Installer's Name Address,and Te1,No. r4 signer's De Name-Address and Tel.No' �!J�` �d'a:�.��`' :�'+Y,'t,a v•er'�-�v. � l�A.�.'�4=. �.U,S j.`w�`G qz sa!� k `JAG �`C�w �'_\ lea-'Ca. • !�� w. Type of Building: 4 4� L/ It fir^ cif•? Dwelling No.of Bedrooms p1 �yv�r Lot Size 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7a 3 © gpd Design flow provided a �� gpd Plan' . Date cj- C� t Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. r Description of Soil Nature of Repairs or Alterations(Answer when applicable) Q� JC sc—dc Date last inspected: r 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 of Health. Signed"') ` .. /' Date I �/Q l" Application Approved by C U r-1 Date l �•// a �t. i Application Disapproved by s Date for the following reasons Permit No. � •0 6 Date Issued ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(L-r a x Abandoned( )by f y = y3 ;`at has been constructed in accordance t� 7t with the provisions of Title 5 and the for Disposal System Construction Permit No. —0).2dated. S.:Installer ?�%Qcj\ZV— 4L 3esigner gP bedrooms Approved design flow C:` d _ The issuance of t s permit shall not be construed as a guarantee that the system6wi function as desiigfne_d./� Date 1 ��` Inspector��.»�f l" tli .�t� le er No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS r3ispolsal &pstem Construction Permit 7 ietssion is hereby granted to Construct(. ) ' Repair( ) Upgrade( Abandon System located at C� �'`1 `�, � .u1 v.��.,- T•� 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:Constrtuctionrust be completed within three years of the date of this permi /� Date € I f Approved by (u� f Q (yJv MPS^ (�✓,1(;,tr.;�U,� ,d - � ,s /� J/ i j P�it�d� V ,, i TOWN OF BARNSTABLE LOCATION 63 \ ` SEWAGE# PQ Q Q D VILLAGE ° %S';FSSOR4MAP&PARCEL INSTALLER'S NAME I PHONE NO';�,Z'Na QJqlco&'n', u SEPTIC TANK CAPACITY LEACHING FACILITY.(type) 5' N (size) NO.OF BEDROOMS o� OWNER �® \ PERMIT DATE: �� COMPLIANCE DATE: -� Z Separation Distance Between the: 57 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)nn Feet FURNISHED BY — �� �-� 1;� e10 \' `� G7frvw+�'f 3 C� a3o - l To u of Dwsmiable RIVAII DOWN au par nit ta irm4m L=_ 11 at �11 may IfibiOdG. ffilfiff '—ptowd AaRin aucul tg"m a! f-slodg0do o thi ig ib ( ® t�/� � p b t Ott out (if requif4d) WAI 6 .p@ g i n ��fb�'�e�bfy, pr1'i�'i ll.. f;" Lac•.- % t i f6 �f ' l t0rA1 ld6 6 f b CAS br j,WWI���84����� ��� � v Dim ��, �����iri) �� its ��i'�l�w� ���� ���� g��od) i��� ? .� ��� Ott nM�. �fv� ��� f� flout @f rIPITQ _ a 114��ld�tgit ALTIMMA'WUNDOPT109091ifti,V�erf.�'a�i�'n�&iitt�►�`�k=�3s���. CLARK umia a: ciaok, PEA ENG1NtE-ERING LLC Mona,Mi Jones 156 Cf6Weil Road Suite B MOM;(808) 94".1-11 Chdt iaffi;MA 02633 Fazf (508)945=5458 To B@rn§tsbl@ Health ®@partment From'. ®avid A. Cl@rk, P.E. 2P C"O ®ate: 02-11-2022 Subj@c;t Installation ®t Title 5 system kt- 05 Maple Way, Vilest byanni@port Proj@ct M b-1039 01.0 i have inspected the installation of the @optic system at the prop@rty r@f@r@nc@0 above. The snbsurtann @nw@gn disposal system has been installed in substantial compliance with the plan prepared by this office with the noted ®B-0 Replaced with b-20 ®B-0 No ovordig performed. b-20 ®rywalla used instead of ovardig and system installed 1.0 ff. daapar. Phase contact me if y®a have any questions. copy; Tan@! PA\A®MINI§TRAfi'VE\T@mP'@t@§,Olh@f gwd @f H41h IR§§@d@fl 6@§@f§\I§§§919 T@M§i§§M@Pi@ MY f@§1i@'WaIldo[M§P@@II@m I@t4@f•d@@ GENERAL NOTES DEEP OBSERVATION HOLE LOG � _ � A.) Neither driveway nor parking areas are allowed over septic EL GEND ZONING REQUIREMENTS system unless H-20 components are used and system is vented. T.H.11 T.H.12 Zone RB AP a West HyannisRort, B.) The designer will not be responsible for the system as de- --- Existing contour Front Yard Setback 20 Ft. - signed unless constructed as shown. Any changes must be Date of Test 12-18-18 Date of Test 12-18-18 �� Proposed Contour _ MASS• approved in writing b the designer. x 37.5 Existing Spot Grade Side and Rear Yard Setbacks 10 Ft. Pp g y g ExistingGrade Existing Grade Town Water Maximum Lot Coverage N/A 15gor = C.) Contractor shall be responsible for verifying the location of g �1 Proposed Spot Grade Town Water � 2500S.F.* - De th 0 24.2 Depth 0 24.2 w Water Service a vf��e Beach Rd all underground and overhead utilities prior to the commencement p p I Maximum Building Coverage 20% N/A ohu- Overhead Utility Une(s) a Cro�9 Of work. u Underground Utility Une(s) , Floor Area Ratio (FAR) 3 a CONSTRUCTION NOTES A a 'q 9 Gas Line up to 50X if stormwater recharge is provided M le ve Loamy LoamyTH o rt 1.) All construction shall conform to the State Environmental ° Sand O Sand Test Hole and/or Boring Location � c a E N 10YR 3/2 10YR 3/2 Q Percolation Test location Code, Title 5 and the requirements of the local Board of Health � � . a 1 D 2.) Topsoil, subsoil p p Concrete Bound (CB) W p; e eat, or other unsuitable or impervious Gi 8" 23.5 to 10" 23.4 S. Septic Tank w J `' material [15.255 (1)] shall be removed five (5) feet laterally -° F' o �` 40 Ft Wide) (public way) WA 1 >� 4 in all directions beyond the outer perimeter of the soil obsor O 2 ,: O Z D.B. Distribution Box T �/ ( �� LOCUS PLAN y p p B B S.A.S. Soil Absorption System AP (pl. Bk. .109 Pg. 49) /�,J + tion system to the depth of the naturally occurring pervious ° W Loam ° W LOOM RA Reserved for Future SAS. '� material(s) and replaced with fill material meeting the spec- a Sand ? Sand � utility Pole Jr DVel7dig i` 26 �`� r� Assessors Map 246, Parcel 116 ifications of 310 CMR 15.255(3), [15.255(5)]. 10YR 4/6 E 10YR 4/6 ® Catch Basin See Note f2 � \ � 3.) Septic tank(s), grease trop(s), dosing chambers) and disf- Ei t are Hydrant 24'; /' ribution box(es) shall be set on a level stable base which has Leaching OWNER OF RECORD: �Y1 Tree or Hedge Line � been mechanically compacted. if component is placed in fill, 42" 20.7 40" 20.9 Catch Basin � [15.000] Reference to 310 CUR Title 5 ! CB Fnd Thomas P. Tansi proper compaction is required to ensure stability and to prevent` Merideth Butler Tansi settling, native ground with a 6 inch stone base is otherwise v 84.98 ; ��2i Deed Book 31603, Page 132 adequate [15.221(2)]. Plan Book 34, Page 23 4.) Base aggregate shall consist of 3/4" to 1-1/2" double I washed stone free of iron, fines and dust and shall be installed) 60" 0 19.2 Paved �3 I ; :::. =: , •.:�.:_,--,,_,.:_.. from below the crown of the distribution line to the bottom of Drive i ' I ' -� the soil absorption system 15.247(1 . Base aggregate shall be a� I { _:;:: CB Fnd o f )I g covered with a 2" layer of 1/8" to 1/2" double washed stone C C y� I T :: (` free of iron, fines and dust [15.247 (2)]. Medium Medium o �1 : °, } � ��* � � 5.) From the date of installation of the soil absorption system Sand Sand until receipt of a Certificate of Compliance, the perimeter of the F _:: :: -- - 1 i 10YR 7/8 10YR 7/8 0 :::.:;:• 7 - 19 f , O soil absorption system shall be staked and flagged to prevent ` the use of such area for all activities which might damage the p 3 2 ...._. ..:,.. 2S\` I Leaching system [15.246(2)� / S �i :: t Catch Basin 6.) The Board of Health shall require inspection of all constructiion _ ' , that all work has beery Town Water 22.8' Q� T 9,- ��" 9 -i y g g b an agent of the Board of Health and the designer and shall F '� / t ® 1 require such persons to certify in writing t a / G - -30.0--- rn completed in accordance with the terms of the permit and Lots 226 & 228 -�- s Fj\ 2�8 4�t� approved plans. 48 hours advance notice is requested Computed Area=7,952 S.F.f h� 2S •gyp / F� 00 7.) All System componets shall be marked with magnetic marking Or 0.18 AC.t �,� 8 / Gr N, "'� tape or a comparable means in order to locate them once burned. 138" 12.7' 138" 12.7 O '��'p'�/% /�0{.\etc' Proposed ,•.moo 24 1 �c � Clean-out �� * NOTE bc , - .., Representative of Approving Authority: o' \� -21±- FOR ALL SYSTEMS THAT HAVE NO INCREASE 1N FLOW - Septic Donald Desmarais, R.S., Board of Health system component to foundation setback-but in no case, no more Soil Evaluator. David A. Clark, P.E. - Clark Engineering 4.6' i� I� / O� than a 50Z reduction in the required separation distance. A future l 1 reserve area shall be shown on the plan for proposals to increase Percolation Rate:. �Q' �9 / Sa i� � _ i V �• O� 1 < 2 min. per inch in medium sand, Substratum C / I I{= Ce or change foundation size on parcels when, in the opinion of the / -- health inspector [or, if the health inspector is not able to make #2 - min. per inch in < Q1;5 g 9 ] /r• r _ -- 100.00 26 a determination, after consulting with the Director or Actin Director No Water Encountered �c'5 / �G iv �� o _ the proposal appears to provide very lit�i'tad space fcr the proposed Town Water -- c1 _ � construction, septic system, and a future reserve area. )► -BENCHMARK• Center of Concrete Monument _ I SYSTEM DESIGN 'CALCULA TIONS town Water Elev.=27.7 NAVD88 Approx. Approximate Location of ti��Og+1lgS 1. Basis of Design Existing Cesspool 1 ) Number of Bedrooms: 2 to be Pumped & Removed DCLA A. s � 2.) Design Daily Flow Sewage Flow. 220 GPD Contractor to Verify Separation J a G q CLAW 3.) Septic Tank Capacity BUILDING COVERAGE SITE COVERAGE g ` .� of Water Service to Building Sewer o ClVIl. Required. 440 Gol. Existing Dwelling 1,014 S F. Existing Dwelling 1,014 S.F. Re-pipe either if Less than 10 Ft. No. 41725 Provided. 1500 Gal. Existing Shed 95 S.F. Existing Shed 95 S.F. 4.) Soil Absorption System Capacity Existing Deck, Steps & Shower 195 S.F. a TOTAL 1,109 S F. eg,3 4 4' ry Required. 220 GPD or 14.0 90 Existing Drive J46 S.F Provided 349* GPD TOTAL 1,652 S.F. 0 20 40 ti0 5.) A garbage disposal is �T permitted with this design or 20.8 9 * 25LFx (2 + 12.83 -t- 2) x0.74gal/S.F. + 2_ends x (2 x 12.83 x 0.74 gal/S.F) PROFILE OF SYSTEM TOM A .L. Not To Sale -- MERIDETHTANSI Top of Foundation 25.8 Finish Grade 24.4 24.2 29 Slope minimum 24.4 XM Finish Grade 24.1 81min. Finish Grade Raise �\ Raise covers of the D-Box with pre-cast Raise covers of the septic tank with pre-cast concrete concrete water tight risers over inlet and Elev. 6" water tight risers over inlet and outlet tees to within 6" outlet tees to within 6" of finish grade, 23 1 of finish grade [15.228(2)]. 36" 2.8' 3.0' CLARK ENGINEERING LLC 36" max (2.1) Max. Elev. = Raise manhole cover to within 3 inches (1.0) 9" min 223 - E of finish grade using precast concrete 156 Crowell Road Suite B, Chatham, MA. 02633 21.4 riser, concrete blocks, or brick masonry. Tel.: (508) 945-5454; Fax.: (508) 945-5458 29' minimum slope 12 min. 1% minimurn slope - _ - - - . . washedrstone/8=l/2" 6" mina Flow Line 6 min. 190 minimum slope - o _ _ _ . _ SEWAGE DISPOSAL SYSTEM PLAIN 4" schedule 40 PVC pipe o " Outlet pipes from D box shall - _ - _ _ _ _ - _ _ 3/4"-1 1/2" 63 Mople Way, West Hyannisport, MA l0" min. 4 schedule 40 PVC pipe 6 min. P P t 0 Q washed stone 14" remain level for at ast 2 feet - Effective - - - a.k.o. 49 Fourth Avenue Schedule 40 -t before pitching to sail' absorption _ Elev. = 2, Depth Q Q _ _ - _ - Elev. _ PVC Tee Baffle system [I=5.232(3)(c)]. _ 20.57 - 18.57 Rev. # Description of Revision Dane Elev. - Elev. = Elev. = Elev. = Elev. - . . - - . - - - - - - 48" min. Tuf-Tate - . - _ - - - _ 22.27* 21.99 (GB-1) 21.74 20.85 20.68 - - - - - - - - Bottom of Leaching Facility 1�--4' 4'-�I *Re-pipe as necssory Distribution Box 5.9' l DB--9 � Effective Width 12.83' _ LBottom of Test Hole 12.7 Se tic tanks shall be installed on a*level stobie•tiase Po x 30 ) ] '- p O �,I�) Effective Length 25' Pipe Run that has been mechanically compacted and onto which 6 3 i r-1 (10' min.) inches of crushed stone has been placed [15.228(1)] � Date: 10-29-2021 Drawing No.: 14' 1500 gal/On Septic Tank 89 -' s to 11, Leaching Galley 1539010C (H- 10) ,��� f a.2- (H- 10) Scale: 1 " = 20' Sheet No.: 1 Of 1 7 -