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HomeMy WebLinkAbout0021 THE PLAINS ROAD - Health EW.21The Plains RD, arnstable 153 004 ti. a } 4jL T WN OF BARNSTABLE� LC9CATION M k)sR SEWAGE# O Q ,LAG SSESSOR'S MAP & LOT�53-UOy-G�0/ INsTALLER'S NAME&PHONE NO. 1 �2a SEPTIC TANK CAPACITY L � LEACHING FACILITY: (type) �� ��L�"W�S(size) l� X 52' NO.OF BEDROOMS Z5 _ BUILDER OWNE pERMTTDATE: �' a v COMPLIANCE DATE: ® C Separation Distance Between the: Maximum,Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply'Well and Leaching Facility (If any wells exist cn site.or within 200:.feet of leaching facility) Feet Fdge;saf Wetland and Leaching Facility(If any wetlands exist within 300,feet of leaching facility) k� reet Furnished by 7 � s No. Fee f_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: resX PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpooar bpgtem Construction Permit Application for a Permit to Construct(. . )Repair( )Upgrade( )Abandon( ) it Complete System ❑Individual Components Location A/dddress o Lot No.0 I Tk, P4a,;,5 R& N o ij Owner's Name,Address and Tel.No. Assessor's Map/Parcel -L a/ j u S?1 D G d jv;ro r cr o s ^Z S 00Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C/t�c �3ao�r.�rl DovE 7Ht,/,,;j <.50S) kge--Z Type of Building: Dwelling No.of Bedrooms 3 Lot Size , S sq.ft. Garbage Grinder( ) Other Type of Building SWA frn /a No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow yHb G P� gallons per day. Calculated daily flow 9 YO G P D gallons. Plan Date %/2 f O) Number of sheets Revision Date Title Size of Septic Tank iSOU r�pII ta,Jlc Type of S.A.S. Description of Soil; Sti u L©e e,«L e T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees o ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the pr isions o We 5 0 mental Code and not to place the system in operation until a Certifi- cate of Compliance has b d of Hea Sign Date Application Approved by Date Application Disapproved for the following reasons Permit No. C3 Gv 65f Date Issued ''" � No:. � '' Fee + '. 1 ''� Entered in computer: c/ j THE COMNONWE°ALTH OF MASSACHUSETTS es =PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0(pplication for 30i!5po5ar *p5tem Cottetruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) fl Complete System ❑Individual Components Location A dress o Lot No.1 T�.c�/P�q, S Q N o �� �p Owner's Name,Address and Tel.No. ArAj 6lssessor's Map/Pazcel L J v$?1^) O_G d N N o r C�U�, S�& - 2 7 ? 1010/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �C2�c �RU��ar1 Davy / /,u/1,W (SOo s&e "23y � `�. Ty"pe of Building: Dwelling No.of Bedrooms 3 Lot Size ,b sq.ft. Garbage Grinder( ) Other Type of Building S vw4k FgM) " No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow gallons per day. Calculated daily flow 9'yU G P Q gallons. Plan Date 8/2/0) " Number of sheets Revision Date Title Size of Septic Tank hall t-,,jk ''' Type of S.A.S. Description of Soil !i cc,L6 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the p isions o itle 5 o c- isw►mental Code and not to place the system in operation until a Certifi- cate of Compliance has b ned t 's oar ea of H . - Sign Date Application Approved by V � r Date Application Disapproved for the following reasons r 0, Permit No. ,�l1 l3, .. Date Issued - ---— .�� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _. Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(X)Repaired ( )Upgraded( ) Abandoned( )by t r4c VL(,�)a M at a.� 14,�, s N°� i^ has been constructed in accordance with the pra isto of'1?i --the fo isposal System Construction Permit No.R O Q 2~ dated Installer \� - �—�• Designer The issuance of t,'s p t shall not be construed as a guarantee that the"sys e��u ,nction as d i_ e .Date 10 U 0'' Inspector j . No. �Q�i " �' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ;Digpoal *pgtem Con!5truction Permit Permission is hereby granted to Construct(v Repair'( )Upgrade( )Aba don( ) System located at a 1 Thy n l� �At1�. /k%( 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 � thi "rmit.�Date: ��& Approved bye "t : (7 `y G4i� T WN OF BARNSTABLE i I LOCATION . A(k)l SEWAGE # CQ r I,A SSESSOR'S MAP& LOT II .SmALLER'S NAME 8c PHONE NO. � SEPTIC.TANK CAPACITY �y LEACHING.FACILITY: (type) _� 9L�'wQ�(size) 19 X �Z. NO.OF BEDROOMS BUILDER OWNS PERMTTDATE: 1-41 OZ COMPLIANCE DATE: 0 G - Separation Distance Between the: Maximu;n:Adjusted Gtoundwatgr Table and Bottom of Leaching Facility Feet Pnvate Water Supply�?Vell atld Leaching Facility (If any wells exist on site or within 200Pf eet of leaching facility) Feet ]PAga':)f Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility). Feet . Furnished by R too- ell r _-(4 5'' l,�a THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m ^ G(-",i DATA I , 1 srnuiurnfrMW-rA.,� s�»•w-.,,.,.�,.,..awaaP. �'r.,r.er..:o•.re.w:w,s.r+arr,ayqu:iw,swr.wM�.4+.+w�6lFawrni�wn,+'�s.!rwvaanvey.:...._-.sv; x�=x+.o4�;�awu:aa�r.�,.�.ye8r�,�,sne��,e d� ��'to ., 4 ''y?:+%�••`+cnre�snac:�v:�•aveu.vaavr' _ r� a� A r ism ! �F s !r"�"( " 1'� �: ��!.''+',_ L���� �1 g�•s12 ; Y.Y�.�e'y Y.w:'L�'62.'�,.��, r, g"� �� ��''�'� r"���s'!a!'Y --pp. CCam: yy�.ggeY� ,�{� tlk� �e,r»4.��.". �dk{T+:+r �i�9+`•1: �!'F1.:!Eit1�; •. Rm: ,J!"�Gis+l�S.f�!.'o(ti['13? z� . ti'4 ,Y ^y 2's y �u.'�"r�i�ia�.ui.•ea��xmJx4�,:,�s4*ao![ � ;t 3�.L•�3 { Shawn i :%: �}aTM�`S.`3�'X?. �" ��. ��+fi.+��"`�,i•A �i�'�.Ji.4` ,.«: �a*'L�`T [;IL`,K=;�'��it3i^., t.j1..1 ,`a t ra.:; . i!r :�kea 4 Awn X+n . .��r': ;stt��%I N • � i`yE•�f,'}Y.Y�.'EV w`m"!'GST°P�`,,�,L`xp . .� .. � , 1 .,.en 'rL Y A ! I y�p ry 4 JVTA��'.:y I i C' S E,2"C��'[I Lit. Ae`lsr'avr t Toed a'trj+ I yy i j.'�.''li...... - ,� it_� 'rc.' .stisi.. ,}' r j BRA. �.Y , `rifia« xt1? C#inot, ,u;. 3^_, r.F, s2:a.x ' 314.?' x apt "'fir e'��• 1�<�' f irt'S f:}tr:;3�.- � -- xJ D: :A 124 tit W s s tt �blit I 1 r+¢'�i 1.Nd€:: dX<dt4F.2d''ffP4bpk_. 4e,y.. `y?r''. P•`3 EPA y 01 I s i ' ` ,t ::"!.,>!l,3w',S"�'•{.�iid:la.Lh43°sFiY:� ,�¢.f, ,�''�: "�'!Y; $�`e�.'52��$�l�@�`, ."�6.� K+��.2',�.,...E�-^�' r ��, �" 1 #."#,+.*.MMA„3 i^ipa:::.t*-+t 6r4 i�wYw.equ:FS4.`sM a?rw.sarryyr'S.VYtiu •ys'dF <x-u. gv, cciP..r,;.,w;�.w±y, �,„„�.�,t•v-s n--yR e�B;.xs.:;,.�Rtif x �'!� Ik 'lr ,��� y� y� i�• ■ �` 't �r�fyy a�w�u_..� j'X'#�16.Wi1.XEas.7.r� this", c}.f3t1eDG—, At $ (�•y'g�g�.��. - i;ksCn6t � 1� YMy} RI, u'k'X- 1`t,�' k.�t4:"��,� ' f iv- sum 4 4 t ' �.L. CA UK MA kAw•. kyk I WS y{1 G. ��,.a MUM I � .,rn - s t ZP kill t.> %.e J lf5C.71HJ *yJ:'`itFsv BRA t G�Zs rae'F.rA:S�t9PG'uQ4hi?3�? B'Ta.v_ k'n- r ?.`.s. t! s.. ` � 1 .� d9��o..C saw �_; a$r Y-��lR r, L V ry`ip.r e $,. .f 5_. f •t.,l e YP��° fi Fd �. ^ J �''�.�� _ 'RIlV3'C.x�4'"'i9S.'s's'}'..`deb''azALu:a�vuvY:d'.4.�..ee-_ �—4FUP.'•.S'x9_ _ CERTIFICATE OF �Y d, 5.�:itA�6`�("Leit�'� uS1?Sy sJ�ief'�tii _NLk OWN �xa t'}q):�'�, ''�17� A J t��. J'¢_t�,.d.��,_c`L...: �tH :fx�� �;�+i��G` >��('�E..:4�G�'�A�;•�K " WAN #ifs[:; f 1.'.CY�ar P,C�2.t9 ZT'V: "5 i�trul5 L4.;�isee. - A I 5 f Dibro- 'tn,tudr°ae V 3'G,,.; OA 524: C L i oqua; f s_,•,: { 1 t B tll���,�t• � 11 jf.Y.S. Elk a at: n I - L.�A�.l.b j iT61 �`7t �l11mE1K %nai§ 1 L"s.2 2 11 1 TIC I:Q j EPA Ka I (•o yy y1C uaav! WAS 03101012 .�na y_ M"r cf F�'�,E'li +"n.i.}'A•`i"✓r of �'E -� i' f E !` 4 � EPA pla x 01 :t>, G:'; f Ats! tt �kk{Z .� awl". e W °:1 4,•y�2 17. ? '�.''h{;•..ed? gi+<V a. +�y'a, —W la'?: L,�'`r. =i,:: y ESa,$t,nyyr 4`4cW t-z 9up'0`R= e �t s� £?z� �,� n 'a�t5.12al yrl :,fE;ar• � Azg tk'✓f7 l aBp..,w :�6 �.ju;t, ' �.V il`,;i.,24' 41UP&C{.iW jkA`:I � `'. i.l i:P�4 z v13 00 i « N©,:E:. '���`LC�'a:2?xyS{','lf's`s":!d ttji.T.k,c,v.7.'!{';1,�e74:7Es`#r{�sj++� �'.�,E>;•Qs�' 4'tEf;!3!"lit� :, t!.«+�i!:t{.}�:il'.}tc,e:._f� i 'f • ilZili�!'s.rr '..ic;�,. ,�.,_,.�,smy <t�R.. h}'°E. �.a: fir:?`,•� f� ' r t ��o� i t z1. ��,�...�.. �;.e,;... 5 L aJ air G } I } 14 7/x:,�,V+.r,....wa,i �.�.,rr�...w=..�w.:�,u..��,_�a-,emm„<-.w.,<�w,+�,��r,�.,�»ncwrurM��,a.:•..:r:ra...u.� ,�.,answ���M�::e,. w •.,�s«r�.v,s•- �.�>�.�ca,,..�;+o--.-'. ..,.m_.�.-..�..��:.._�-��e R T-; Pn �,M :�. - .✓ra..l.v.... arm.»+.+Yt ••,.s • .n. ..t.. .wmnw«�-r. n.+,x. . •. ,.J.r.w..+xu. _Rrw. .v.+� „r -xa.u...a.wr�.•-.�—_�r � '.?4: }T L3"`j" s;" s A'('k s, TAU l,�A,131 �d'', a,-, i;3r��at C r r v , R 1 , I. i I r ' I ar rili ie., :��f..34: .. yjf,�` i 1 ' 6A { 2bo l_-6� '_---No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE M /fcJ 6-3 00y 010fApplication forVeri Con$truction Permit ile V f Application is hereby made for a permit/tp Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Ad Tess Assessors Map and Parcel Ow er Addre�` Installer — Driller Address Type of Building Dwelling -- ——— -- Other - Type of Building--=- ---- No. of Persons------------------_-_-- Type of Well�e' 'C ' Capacity ------ Purpose of Well--� --- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a/C�ertificate of Compliance has been issued by the Board of Health. Signed 1 _ // 0-7 & e Application Approved By - ----- l61 ------ date Application Disapproved for the following reasons: ------ --------- - - ---------------date Permit No. °2 -- Issued ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS O CERTIFY, That the Individual Well Constructed (30, Altered ( ), or Repaired ( ) Install`er .o at 4 !�:71 � 1�,�,c u�.- apt► -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated!rr0�� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. 7 �J DATE--- Inspector No. --�UO l__b�o Fee-- BOARD OF HEALTH TOWN OF BARNSTABLE P �' 00 4-11019 Applicat ion-for Vell Con5truct ion Permit Application is hereby made for a permit Construct ( ), Alter ( ), or Repair ( )an individual Well at: IOLI----^ Location — Ad ress Assessors Map�l — Ow er. Addre Installer — Driller Address Type of Building Dwelling - f —--— --—- Other - Type of Building-- ---- No. of Persons------------------------ Type of Well e Capacity— -------------- Purpose of Well- A t Agreement: s The undersigned agiees�to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate Af Compliance has been issued by the Board of Health. Signed 7 6/ — ` —te Application Approved By � ------- — 'date' ---- Application Disapproved for the following reasons: - — --- ------------- date _ Permit No. °�UU �' — Issued � �U --- — ---------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired ( ) by --�� '� ---- ---- ---— -— ---- — --- ---- Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection t Regulation as described in the application for Well Construction Permit No. ! -a LO P-6'-Dated!4¢ �{ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— // 7 6 Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con$truction-permit No. - Fee --- Permission is hereby granted /ryv!h�'v� -- ---------------- — ` No. Indivi ual Well at: to Construct ( Alter ), or Repair ( ) an a,/ I P � --- -- - - - - - - Street as shown on the application for a Well Construction Permit No.- W - a 00 1 - L L — Dated � !2�— ------------ JAM�L— ' I� - Board of Health DATE V Town of Barnstable P# �� Department of Health,Safety,and Environmental Services �1HE ' Public Health Division Date o. " 367 Main Street,Hyannis MA 02601 BABNBGBM . y� MAss. ®O °T 16,i9. a,� Date Scheduled 5 7 Id/ Time D!v6 Fee Pd. Z PLO " FD IM't Soil Suitability Assessment for Sewage Disposal Performed By:�i [1/!✓f Witnessed By: Lt�C.ATION & GENERAL INFORMATION Location Address r— Owner's Name / 2� lh� R/camas o✓�h c cis d 6z"n ov Address ®�--- �—t/�C( Ala cc Assessor'sMap./Parcel: Engineer's Name Da bn NEW CONSTRUCTION 'tl REPAIR Telephone# _!!;-0c5 Land Use A07_Kzek12 / k/ L Slopes(%) ���lD Surface Stones Distances from: Open Water Body 00 ft Possible Wet Area,7;?oD ft Drinking Water Well 7ft 1 Drainage Way AJA ft Property Line 70 1—& ft Other t SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Gip � I y'Z Parent material(geologic) P2 4q/ll G Depth to Bedrock_AIA Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater Osr bTl✓ttl 1 A tON 0 ��ASdI�At HtG VVAT R TA.... :: T Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles:�Z�i� � in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ .Reading Date:.__.`"_ Index Well level----- Adj.factor Adj.Groundwater Level PERCOLATION'C EST nat� �— T�rae Observation Hole# Time at 9" 100 Depth of Perc 5-04Z Time at 6" V!30 Start Pre-soak Time @ .'00: Time(9"-6") 3'3D End Pre-soak / oo Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant BEEP OBSERVATIQN H JLE LlJG Mole . _ ,,.................. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(tin.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. _ Consistency,° Gravel O., ah« � o0 �oA6 30-6 o A. qnC D ^ 7!J C 2-S?- � 3 !VA LarzsG Sol v DEEP OBSERVATION HOLE LOG Hole# ....Depth from Soil Horizon I Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel r A_ 3a Z3 z.sY 6 N,4 Sz— lorI2 46 tiA soy DEEP 0 SERV"ION HOLE LO:G Hg;le .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel �i 1� - d L. 0,5t' f X 4 Sv r Z G! �--�5 7z - I'Sc�Ic 93 al) DEEP OBSERVATION HOIE LOG HXe## Depth from Soil Horizon SoiliTexture Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulderes. j� /� Consistency.%Gravel) 6 so .3 G,S Io y1Z sly NA 30 - 6 G• F� z st'6 ? A)A- 6 9^1ZD m lWT Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturals 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? If riot,what is the depth of naturally occurring pervious material? Certification Yrl� r I certify that on lV o✓ (gl< (date)I have passed the soil evaluator examination approved by the Department of Envir ental Protection and that the above analysis was performed by me consistent with the required train' pertise d ex riei e described in 310 CMR 15.017. Signature Date j} 11 1 J N LO Zlu 1 N \ \ 11 W � w Ir O �00 I 00 1 , ' ` ¢ w OD _ 1 (n 0 EXISTING o o I PROPOSED:. , m Z X °O I I I WELL ►1 ; � �c Ihy TME rt�ws aow woam J Q Ln WELL o I I I 1, 1 °ma's, V) X. o 0 L Z N � 0 41 \ \ I I I I '► O USGS - SANDWICH QUAD 0 `� 'J o `70 O tow o' low 20M 400D • / I'_2000 FEET on 1500 GALLON' SEPTIC TANK "' ASSESSORS MAP 153 PARCEL 004001 0 \ I\ i I I I ✓ \ �_._ ry�(i O 1� .0 33 ►\ PLAN REF: PLAN BOOK 371 PAGE 42 vwi , `FO ' PIAN DATE: 2/2/85 D 0 \ I °* ► APPLICABLE ZONING REQUIREMENTS: _ ZONING DISTRICT: RF o Fc,� / I \ 5� i FRONTAGE: 150 zo FRONT SETBACK: 30 FT V) / _ _ //// SIDE YARD SETBACK: 15 FT W o J r / Sps �! I �I REAR YARD SETBACK: 15 FT DATE OF SURVEY: APRIL 30, 2001 a o 0 11 i / / // U o N d 0 � Z W 2 ' ' / / 4 III II N N W uj 110 _ 1110 I I I I ►- Z Q En fn 1-SOT GALLON CHAMBER tp 3 / / I I i z = w < a 108 — — - W/4' STONE ALL AROU 1 i ;® // / I N I �, LEGEND � U n In a 3 DISTRI8t1r0, SOX I // I I I `"''1 i EXISTING CONTOUR � I V it li `50, PROPOSED CONTOUR 0 p J i / i I ` I I I PROP. TREE/SHRUB LINE V _ X 500 EXISTING SPOT ELEVATION � < zN T.B.M. - TOP CONC. BND - _ , I I V) zo ELEVATION = 107.21 (ASSUMED) pg - — — — �// _ _ \ / / / / / i (50.01 PROPOSED SPOT ELEVATION � Q oo Q pt� 10 'Ile / / '- - — — — — � / I I / i n' En om 112 — / / i i I TEST PIT LOCATION o J.Zw TEST PIT/PERC TEST In a N Q 714 / LOT AREA 11� / \ I I z d � o / I I , G-- EXI �N O Z VY 68,8750. FT.__ ti / / I I ��NO. 'A S tr m w 40 0 20 40 eo 160 11 / I i j ���P DAVID 9�, Oy o_ m u-O Y w 110 I ► THULINUJI I OQ' // i No.299748 N FEET 3 y L IN N ( ) \ 6 J 9 CIVIL j 1 inch = 40 ft. 10 i — 104 bK 01 —038 SHEET 1 OF 2 1500 GALLON SEPTIC TANK 2�9 a' Lo N � EDGE WASHED STONE w O n SEE PROFILE FOR TOTAL TRENCH LENGTH - N-1 W V) Do I 0 . co�COMPACTED z DECK ZA _ _ _STONE SPLASH PADEARTH REMOVABLE ACCESS COVER n O U BACKFILL w o �j�C. J V) r o v 4" PVC INLET \ / I 266 NOJ Q. <- PLAN FOR LOCATIONS g n o0 0000 0000 0000 3" PEASTONE I I 0 0 0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N o00000000 000C3 oa:Qo ^ -fSEE m� I SAS o 0 0 o 0 0 0 0 0 0 o c.o 0 3/4"- 1 1/2' z RESERVE U O I�•T LEVEL BASE WASHED SPLASH PAD STONE -• 5 4" INLET INVERT - - I Q � Q N 500 GAL. LEACHING CHAMBER LEACHING CHAMBER NOTE: UNSUITABLE SOIL REMOVAL / DISTRIBUTION BOX 5 p°OD SECTION A - 00 A PLAN WHERE REQUIRED TO EXTEND AT LEAST 5' BEYOND LIMITS OF N W 0 LEACHING CHAMBER DETAIL STONE TRENCH. /�' N Q 0 NTS 33.5' 3 - 500 GALLON CHAMBERS W/4' STONE ALL AROUND SEPTIC SYSTEM DIMENSION DETAIL o SEPTIC SYSTEM DESIGN DATA SEWAGE FLOW ESTIMATE GENERAL. NOTES o SOURCE UNITS GPD UNIT OTY GIRD COMMENT 1, ALL MATERIALS AND CONSTRUCTION METHODS SHALL 4• THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN 6 REMOVE ALL UNSUITABLE / ON THIS PLAN ARE APPROXIMATE, AT LEAST 72 SOIL De. A AND BV N CONFORM TO THE PROVISIONS OF THE COMMONWEALTH HORIZONS FROM BELOW THE SAS INVERT ELEVATIONS SINGLE FAMILY RESIDENCE BEDROOM 1101 4 1 440 310 CMR 15.02 13 OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. HOURS PRIOR TO ANY EXCAVATION FOR THIS AND WITHIN 5 FEET OF THE PROPOSED LEACHING PROJECT WORK, THE CONTRACTOR SHALL MAKE THE SYSTEM, REPLACE WITH CLEAN SAND FILL MEETING 2 SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED. REQUIRED NOTIFICATION TO OIC SAFE (1-800-322- THE REQUIREMENTS OF 310CMR 15.255. SEPTIC SYSTEM PIPING SHALL BE 4" 'SCH40 4844), AND THE SANDWICH WATER DISTRICT 088- 1 PVC SET TO THE LINE AND INVERT ELEVATIONS 2775 FOR VERIFICATION OF LOCATIONS TOTAL FLOW X DET. TIME = 440 CPD X 2.0 DAYS = 880 USE 1500 GALLON TANK SHOWN. THE MINIMUM PITCH OF PIPES CARRYING 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL ZO SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE I/BTH S. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON INSTALLED IN THE LOCATION SHOWN. THE LOCATION OF I THIS PLAN IS SUBJECT TO THE INSPECTION OF THE WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE ABSORPTION SYSTEM INCH PER FOOT IF NOT OTHERWISE NOTED, TOWN OF SANDWICH HEALTH AGENT, NO PART OF DATA. THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED S CHAMBER GALLERY LEACHING AREA CAPACITY 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE AT LEAST 150 FEET FROM EXISTING PRIVATE WATER DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL INACCESSIBLE UNTIL INSPECTED AND APPROVED BY SUPPLY WELLS. NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL THE HEALTH AGENT, THE CONTRACTOR SHALL t- fl ft fl OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT N Q s s d d ( d FORM THE TOWN OF SANDWICH BOARD OF HEALTF!. SCHEDULE INSPECTIONS AS REQUIRED. 1 133.5 12.8 1 2.0 1. 1 185 1 429 1 137 1 31: 455 PERCOLATION RATE: 5.0 MIN./IN. LEACHING RATE: (CPD/SF) SIDE - 0.74 BOTTOM - 0.74 -_-___ _ o o Q z N w r In N w 115 w m Z W En x w U o o U o to a 3 TOP FOUNDATION 110.40 SOIL TEST DATA 110 DATE: 5/24/01 FINISH GRADE EXCAVATOR: JOYCE RR O N RES. RI W1 R AND CONC. COVER TO IN 6' OF FIN. B.O.H. AGENT: G. HEINGTONLi ADE ENGINEER: D.C.HERRING EXISIT G GRADE 2 LE L PIPE SECTI LOCATION: TP1 - P-9969Ix 4 LOCATION: TP4 Z i 105 ELEV. DEPTH ELEV. 05 2 DEP O 0c _ DUFF, LOAMY SAND t0YR3/2 O_ V) Z O - - - - = - - - - - - 102,20 104.2 0.104.7 0 OeA - DUFF - LOAMY SAND 1OYRB/2104 7 0.5 w Q Q O srm �"°c B - LOAMY SAND 10YR5/6 F- O T103.76 _ 1D3.21 DLO TOP EFF. DEPTH 102.20 B - SANDY LOAM 2.5Y6/4 102.96 102.55 102.2 2.5 102.7 2.5 O Z 4 m Cl - FINE SAND 2.5YR6/3 w 5"O'0S0 102.38 Cl - COARSE SAND 10YR6 6 Ln m N Q OT, EFF, DEPTH 100.20 / 100 INLET TEE OUTLET TEE 99.7 5.0 100.1 5.1 PERC 2 MIN./IN O Z =�N 10" BELOW 14" BELOW C2 - MED. SAND 2.5YB/3 Of w LIQUID LEVEL 1510 GALLON LIQUID LEVEL 33 SE TIC TANK 97,8 7.4 a m O 27.5' OUTLET 20.3' 18.1' LONGEST RUN C2 - F-M SAND 2.5Y6/4 ujF L` C S'BAFFLE 95 - 95,2 10.0 V) -10 0 10 .20 30 40 50 60 70• 80 90 100 BOTTOM BOTTOM NO GROUNDWATER NO GROUNDWATER SECTION TH RU SEPTIC SYSTEM N 01-038 SHEET 1 OF 2 n \ Lo \ , N L0 \ ,- r N / `\\ \ W N Co I 10 �00 \\ ,1 :' F j 0� \ \\ o ¢ + N ^ EXISTING o I PROPOSED \� �\ ,0„E KAM WAD NMt„ Z 2 Co I WELL m I I WELL \, �1 Qcc �� J N in o I I I \ `ma's► M u' x¢ LI OQ 0 J L0o ZQ NICo Co, p o Q pn cr)0 USGS - SANDWICH QUAD "' w -1 0 10 C) 2ow 0 ,000 moo 4000 j \ \\ O 6� I 1, \ 2 TtiA 1500 GALLOW SEPTIC TANK O \ ASSESSORS MAP 153 PARCEL 004001 0 0o 33 PLAN REF: PLAN BOOK 371 PAGE 42 v PLAN DATE: 2/2/85 0 / I °t ► APPLICABLE ZONING REQUIREMENT • _ ZONING DISTRICT: RF (A / 31 FRONTAGE:. . . 150 _ o p c� I i FRONT SETBACK: 30 FT . Ln \ ,DRIVE CaP6'I WAY SIDE YARD SETBACK: 15 FT_ ,S o � �✓ , i �i REAR YARD SETBACK: 15 FT i\ DATE OF SURVEY: APRIL 30, 2001 a w o / o o 112 _ / � 4 �/ II III i o S.: o y N w 110 / / / C!►p I I' ' W z W N 0 T-$06 GALLON CHAMBER TP 3 / /^� l i = W < o W/4' STONE ALL AROU 9 1 o // / �I II iI LEGEND U A " a 1 p8 _ - - / - DIST�218UT10 -SOX 106 _I \ / - / I I i _5p�- EXISTING CONTOUR FSN V) PROPOSED CONTOUR 0w I IIII iI PROP, TREE/SHRUB LINEp 0 I z 2-- W-4 / i I X ,SO.O EXISTING SPOT ELEVATION a a zN T.B.M. - TOP CONC. BND - - / / i / / I ii En Zo ELEVATION = 107.21 (ASSUMED) 1 pg - - - - / _ \ / / / / / I I [50.0] PROPOSED SPOT ELEVATION w 0 o Q Q TP I r- TEST PIT LOCATION J Zw 112 - � / / / ) ) / / I PT ww � m F-J I, - I i Q TEST PIT/PERC TEST C) Do 114 / LOT AREA ���` / /� \ I G— EXISTING S AIN 0 N -'En 88,8750. FT.4- �0, / I I WAT o: Crw 40 0 20 ao ao \so / I ,(NOFMq S a m Owl DAVID UT (SAC. Vi0 �°y ( En IN NO FEET ) 1 �OQ' 6 // i oTHUL 917 GLIN- 1 inch = 40 ft. 10 , — _j 104 CfVIL 3 0, 01 -038 SHEET 1 OF 2 J ^ 1500 GALLON a, SEPTIC TANK 'L�9 d. o Lo N EDGE WASHED STONE I SEE PROFILE FOR TOTAL TRENCH LENGTH LLJ � - _ - - - - - - - - - - - _ y Do ¢ I 0 W" 00 o = - �- I I DECK Gs E w COMPACTED z A STONE SPLASH PAD - I A O Z U 0 EARTH U J REMOVABLE ACCESS COVER to BACKFILL w o NOJS� M ul x a i 2�6 Q a 4" PVC INLET 3" PEASTONE SEE PLAN FOR LOCATIONS 000000000 000'000 000o SAS, U N o00000000 000'000 00:00 - ms .�' I; - 0 0 0 0 0 0 0 0 0 0 0 3/4"- 1 1/24; Z RESERVE V o - Lo ,L LEVEL BASE WASHED N 5 I. SPLASH PAD STONE 0 J ZQ 4' INLET INVERT - - - 500 GAL. LEACHING CHAMBER. DO LEACHING CHAMBER NOTE: UNSUITABLE SOIL REMOVAL / DISTRIBUTION BOX 5 0 SECTION A - A PLAN WHERE REQUIRED TO EXTEND AT LEAST 5' BEYOND LIMITS OF DO Q N co LEACHING CHAMBER DETAIL STONE TRENCH. p N W NTS - - - - - � 33.5' 3 - 500 GALLON CHAMBERS W/4' STONE ALL AROUND SEPTIC SYSTEM DIMENSION DETAIL o SEPTIC SYSTEM DESIGN DATA SEWAGE FLOW ESTIMATE GENERAL NOTES o SOURCE UNITS GPD/UNIT Q.TY GPD COMMENT 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 4.,THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN 6• REMOVE ALL UNSUITABLE SOIL" Oe, A, AND Bw ui ON THIS PLAN ARE APPROXIMATE, AT LEAST 72 V1 CONFORM TO THE PROVISIONS N THE COMMONWEALTH AND WINS FROM BELOW THE SAS INVERT ELEVATIONS SINGLE FAMILY RESIDENCE BEDROOM 110 4 440 310 CMR 15.02 13 OF MASSACHUSET75 ENVIRONMENTAL CODE TITLE V. HOURS PRIOR TO ANY EXCAVATOR FOR THIS AND WITHIN 5 FEET OF THE PROPOSED LEACHING p PROJECT WORK, THE CONTRACTOR SHALL MAKE THE SYSTEM• REPLACE WITH CLEAN SAND FILL MEETING = TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED _ REQUIRED NOTIFICATION C DIGWA SAFE (1-CT MS- THE REQUIREMENTS OF 310CMR 15.255. SEPTIC TANK SEPTIC SYSTEM PIPING SHALL BE 4' 'SCHaO 4944), AND THE SANDWICH WATER DISTRICT t188- I PVC SET TO THE LINE AND INVERT ELEVATIONS 2775 FOR VERIFICATION OF LOCATIONS, (A TOTAL FLOW X DIET. TIME = 440 GPD X 2.0 DAYS = 880 USE 150D GALLON TANK SHOWN. THE MINIMUM PITCH OF PIPES CARRYING 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE i/BTH S. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON INSTALLED IN THE LOCATION SHOWN. THE LOCATION OF N n SOIL ABSORPTION SYSTEM INCH PER FOOT IF NOT OTHERWISE NOTED. THIS PLAN IS SUBJECT TO THE INSPECTION OF THE WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE TOWN OF SANDWICH HEALTH AGENT. NO PART OF DATA. THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED w O CHAMBER GALLERY LEACHING AREA CAPACITY 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE AT LEAST 150 FEET FROM EXISTING PRIVATE WATER DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL, INACCESSIBLE UNTIL INSPECTED AND APPROVED BY SUPPLY WELLS. N0. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL THE HEALTH AGENT- THE CONTRACTOR SHALL F OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT ft ft ft sf sf pd d d FORM THE TOWN OF SANDWICH BOARD OF HEALTH.. SCHEDULE INSPECTIONS AS REQUIRED, In O W O. 1 33.5 12.8 2.0 185 429 137 31 B 455 F o O PERCOLATION RATE: 5.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 O O O Z N w Q N S Li 115 r li O V J Scc x .- Q ]C N Q U O o o V) ¢ 3 TOP FOUR ATION 110.40 SOIL TEST DATA 11D EXCAVATOR: JOYCE 01 n FINISH GR DE B.O.H. AGENT: G. HERRINGTON uj RES. RI R AND CONC. COVER TO WI IN 6" OF FM. ADE ENGINEER: D.C. THULIN It EXISTI G GRADE z LE L PIPE-seen LOCATION: TP1 - P-9969 LOCATION: TP4 Z = 105 _ U • ELEV. DEPTH Q Q Z N _ - - ELEV. DEPTH 105.2 0.0 OeA - DUFF, LOAMY SAND 10YR3/2 d V1 Z O - - - - - - - - f - -Pic .� 102.20 104.2 O.5 OeA - DUFF - LOAMY SAND tOYRB/21p4_7 0.5 w Q Q O -7 B - LOAMY SAND 10YR5/6 H- Q 103.76 103.21 s"D'O�O D1O TOP EFF. DEPTH 102.20 B - SANDY LOAM 2.SY6/4. N y`a� 102.96 102.55 102.2 2.5 102-7 2.5 w Z 102.3E Cl - COARSE SAND 10YR6/6 Cl - FINE SAND 2-SYR6/3 m N Q IC EFF. DEPTH 100.20 100 99.7 5.0 100.1 5.1 PERC 2 MIN. N O_ � F- INL�1' TEE - , OUTLET TEE /I LL 10' ELOW 14" BELOW C2 - MED. SAND 2.5Y6/3 � tr O_w LIQUIDEVEL, 15 GALLON LIQUID LEVEL 33. 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