Loading...
HomeMy WebLinkAbout1488 MAIN STREET (COTUIT) - Health 1488 MAIN ST. , COTUIT A = 017 020 TOWN OF BARNSTABLE E C-, LC6CATION i _A&M : 9&` SEWAGE # .. VILLAGE LaL-a i` ASSESSOR'S MAP &LOT.' &JW INSTALLER'S NAME&PHONE NO.K -B, N.Liq $'3� SEPTIC TANK CAPACITY �✓ -- LEACHING FACILITY: (,type)LTs. b all(size) 0ra'. NO.OF BEDROOMS , t BUILDER OR OWNER V,G to PERMITDATE: COMPI IANCE DATE: D 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 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 37 , y, q2! ,r' 0 -70' r T - An3-7 S� o � -(1^ - Z 10Y 4, r-�IjEk_ 41 No. �`0 - Fee N b 0 , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE. MASSACHUSETTS . Zippftcation for �N_4poMl *potent Construction 3permit Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) XCompleteSystern ❑Individual Components Location Address or Lot No. �4Qb& ��,�/ v0 4jj Owner's Name,Address and Tel.No. , _ Assessor's Map/Parcel C7/Z0 \4 2E, 11A A t V0 S a Co�z> 1 � Installer's Name,Address,and Tel.No. Des ner's Name Address and Tel.No. _ C e �u Lc,1 vA� X7 AZ ��� Type of Building: _ A L Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(�o Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -s5z:) gallons per day. Calculated daily flow gallons. Plan Date M a y 5 1 \9 Number of sheets ill Revision Date.:9 C—(.-7,) 199P, Title S G v iZ C 5-{S MyVt :v►cL R rkt,) Size of Septic Tank 1500 Type of S.A.S. L r��S Description of Soil D -3 C %VU EE ty .—A EyLF'SS'+ � 0eL/�%kDV C.S 3 =9 ` /� �v^t�1� 1� '11C �J'� �` �g'� Y✓ ', tNl J�1V t� ���� �_ 2�r.r 1�2."I C_ 1�{ IPA / A A yvv 4 Lc)ik"i to-cs 3 il-Z wt��SA tG`l �{(( SA—'S•2 C t M a7D SAvt�C74- �P�U�- Nature of Repairs or Alterations(Answer when applicable) 1 (, 2',-j�Z"(, �- Ct`><40S IU'�( 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 iss d by,t 's Boord.of Health. Signed `✓`^-- ---,_,F(t Date Application Approved by Date 1 _�4—�$ Application Disapproved for a fol owing reasons Permit No. Date Issued TOWN OF BARNSTABLE LOCATION SEWAGE # qq r VILLAGE Cif-✓ It ASSESSOR'S MAP & LOT' A Zo INSTALLER'S NAME&PHONE NO.KWA SEPTIC TANK CAPACITY I ` � LEACHING'FACILITY: (type) �I1 �t►Nsize) � E NO.OF BEDROOMS BUILDER OR OWNER t G d _ , I PERMTTDATE: I ' ` COMP IANCE DATE:__9 3Z 00 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feat 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 j within 300 feet of leaching facility) Feet Furnished by U oQ o00 �o No. ��.�-�-- r � '�.` --a, _�Y;n Fee THE COMMONWEALTH OF MASSACHUSETTS Ented in computer: Yes PUBLIC HEALTH DIVISION.: TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprtcattor n for Zi'�pogal *pMem Construction Vertu ; Application for a Permit to Construct O Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �AQj& �y t yv Owner's Name,Address and Tel.No. -r. Assessor's Map/Parcel 1-7 /Zo 4 SE, �M IA„v 5 LO TL) 1_ t Installer's Name,Address,and Tel.No. ++/l Des' ner's Name Address and Tel.No. Grove (I c,.,,s �- -1 erz \zC) 05_Xr-Zvk L-Lc. Type of Building: A Dwelling No.of Bedrooms Lot Size 3 ' sq.�: Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow .S 5_0 `' gallons per day. Calculated daily flow 2� gallons. Plan Date 5 117�8 Number of sheets Revision Date 9 C-(. ?, 1998 Title -vr't L S-4 i - ��►��� A Size of Septic Tank \.7500 Type of S.A.S. 5-C�D +--OQ L S TVA-I Description of Soil D -3 �21,U r_ 1\,i e- c Z,) t_E5 A 4,oj\C,5 3 --9 A S RO p\tij 1��wL I()y12 'S/ I C)''- 2g" \3 ' M C42 5Ai\,D 7 1Q\-1 IZ 4/(0 C_ 2�,.� �32 C. `A ,—: ) - '3- % A `a,AkUJ_( LoA-, t V%1tP5Fly \OV2 C WA 5OX4U? Zvuk--7... Nature of Repairs or Alterations(Answer when applicable) I O`!(L AYUQ 0Y C77/4- 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 issu-d by this Board of Health. Signed Date Application Approved by he Date Application Disapproved for Re foll wing reasons Permit No. 6 � ^ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CEIRTIFY,that the On site ewage Disposal System Constructed( J�)Repaired( )Upgraded( ) Abandoned( )by K, rrl "M � l� at 14 MA , -Z>—%' �C0TQ')-7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - C3 "1� dated Installer Designer 4 The issuance of this Permit shrill not be construed as a guarantee that the s ' s will function a,e signe IDate 1 e u/ d 1 /0 91 771�, No. — C7 Feed 1 00,oa THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mf6pogaf *pgtem Construction Vermit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at \42:B (' A k uo k-7 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. i Date: Approved by I Town of Barnstable P it t Department of Health,Safety,and Environmental Services Public Health Division Date qir $ 367 Main Street,Ilyannis MA 02601 i eAxrtar,►ar� � _ 163 'iEoruu�+" Date Scheduled\ O. .. Time //f,,q.v►-i _Fee P.d. �OO� Soil Suitability Assessinelzt for Sewage Disposal Performed By: �C i F L -•l y JkV1J Witnessed By: V �� ►� G 1A► ` O.N .. Location Address 44? m u/n S j./.r.r!r Owner's Name go to/f, rn/J 0 3 5" Address P•o -.6 0 0( G,fu,�, M19' O-�!G 3• Assessor's Map/Parcel: m'�o /7 IOUX&Lo20 Engineer's Name /0 , NEW CONSTRUCTION REPAIR Telephone N 1r-3 3 V9( Land Use C--e51 flt_—,19T Slopes(%) S TC.�s 10°x Surface Stones ►S0A3 Distances from: Open Water Body 1 SD R Possible Wet Area It Drinking Water Well iSoayG fl Drainage Way luo u E R Property Line 1 5 * n Other tV AZ- SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) MAIN — - i� •/ a STREET 74 90 "i i�• v_: y.a L. ---------- "- --per-•------ --- �fl 0\J-1 rLgLc- 1LAi- Parent material(geologic) L,—x w"k5 i A I"j Depth to Bedrock -A\ FL y S Depth to Groundwater: Standing Water In Hole: KA a 1-5 G Weeping from Pit Face N.oAD E Estimated Seasonal High Groundwater LC65 -r)t,40 EL. '5'°t Method Used: i t-C-E-t2 Depth Observed standing In abs.hole: in. Depth to.soil mottles: in. Depth to weeping from side of obs.hole: In. Groundwater Adjustment It. .•Index Well#___•_•_ •Reading Date:_. Index Well level Adj.factor Adj.Groundwater Level ::::::: :::::::::<.;:.>;::<:.>,.:.:;;:.:.::.:..::.:::::.:::::::..::::::::.:.::...:PEItC( LATIUI:::TEST.:.:;<;:.>:.>;:.;;::::b,!te.... . s.�.:::.:.::. ' 2:5CiAt.Lor�S �N t-�SS Observation J„ Time 1 S v�k`0 Hole N - �%% .. . Depth of Perc t 64 Time at 6" Start Pre-soakTime®: ` Ta __��j_� -._.._ __. Time(9"-6") End Pre-soak Rate Min.Anch !-�`55 T`AokK-3 zv"L VJ PEAL i L{� Site Suitability Assessment: Site Passed Z CS Site Failed: Kl© Additional Testing Needed(Y/N) �o Original: Public Health Division Observation Hole Data To Be Completed on Back—� r.nnv Annliranl UL41� u13S�l.lZvA.mXo�1.Xo ,C1 Rote#, Depth•frorn Soil Ilorizon Soil Texture Soil Color Soil Uther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e ?i rtS EE', Div i _ ", lL Z g vLAvv ldYi2 4�� �/ �vazcav�c� Zq - !SZI ME to Y C2-A v-= E)oco L — DEEP;OBSERVATION HO LOG Hole#. . ..:..:..: . . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I Consistency,(Munsell) Mottling (Structure,Stones,Boulderes. e p_ 3 ms7 ,7, 5 -- SwoN Loat to`(k3jZ l2.00—,S KR EO SAID 1C,(a s/r ��� G2AvC;L 6 1k) , ,\ r? . ItA `IU:NH.4. : .LOC;::>:>:::.: ::>:;.:::;Iolc#.;.;:.;;::: Depth from Soii tiorizon Soil Texture Soil Color Soil .. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) :...:...................DE— OB I VI.." O E SLR.. H L ..LO.O:<: }>>:>: <`"';>:Hole..# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes �.- Within 500 year boundary No X Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certifications I certify that on AR-1 L 9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date )Z lOZ98 _-. __________,____._"� _- ._ ___-.------- --- - - - __ �­-­­-­- --- rt - _ . . ' N,� ,� l1= - II*I_rk"�4/,,I 1I-y x \ o N i�i I�I�Ii�:!�I�I?III1�;IiiI�!:iI�ii�I:I�i�!�I:I!�:ii�1�:��::::i��I:.:�I,"�III 1III III.��)1 Ir I.-I .I.I.I.I_._I I 1.-�-II_I-I-I-.*II_-­1.-7QC-_3 bI1%I 1h_%I--I.�I1 1,1�I--P1I.0 2-.I 0-r.;0 r,�.I.00a�,�rI.C­0_IO.-/Z--W\.II/.\1�I,I I.Ii 1[..I/­_�I 1�1r_I I."1tI�P­=1.I/­�- _&.,_,.,'-').-1C,k.,.o 1/-o�lcI i,�...4..v/�_%.-,\_-/I�,I1 I�bf,�­N__"A,W_.�,I.,1/'',qV''_III''1ll�I'llll,I-c.I.11>>NL1. ,Y.9*1v_I*_&�I I r��-_ov,r-rI.:.I 0p)I,(II'.­r5 I1­V1.\__I-�1 z.7.Y 1..�11 I-`.I_��1 1\<\1-I--�/_\�_c1�.l I.-i o-I­cI�I*-)-/1_pI_If11.,!�,1_1\II:,q1�-0­1::/,_11.­r6I 1_._.4%�-_I-�-_II 1 o�E-1�1':I.I">Ia.�_.;I.I1 -_I._,­_-�.._4�I I­�-I�,--_I I.!__I v`I,-,_1_,_..�-_C�1,_r,_\,�_I.-__'_I_�1­e�.I/I_zI.'I�J­',_I­l 1 rr-79l-,,,,L�_.I-I I.rI_I I"�---/,I 1.­r c1_1�.�I�-6 I_I,>_.',�.I,I 1-0 1_,'1-I�,.I1­',L_�.P,,',�If;�\. ,_S\I%\;__-I00-I-I,�_\-SI-,-.I I!�-r­--�.,,Io ,...r_I.'...05I 1_1...-./_I)I...._I__....,�_....I..../__I....-_-I1.....0.�-I......Z--a-I......I I 1,....._1/-_A.1..... ......,.P_1 IO........,�"-L......*.1..-__I........,__C-......,...1_........:..._.c���_I-...-_......__­I......�..r-_�N�I_......-_..SO_�_I.......1I9 i,...*....-1_�I-A-.*......IC C.�___'...,I�...9.Ni(_1,-��*......._zL1.-1.I,,........I...-*-.....:t-I I..,A..,..f.e*/........­ .3-....,...Ip;b.=r,.......-t._I-....,....10..1;A.. ..E IIl�1..-I.�.-1.I...0- .N,:...;��*C..(.t K..?I VIs....A...�N",--...�.*-.VA.�..[I .-.AV?..-I_.��.I..I*..'1.I 4...II1.-.I I I.�1.I�:!Lk'k'.II�'.r­i.�IiI_-.iiI�� �I..._....1'g�r,._.r�.IL.*,...I.,.-.I. \1 \ t '\ 24 x n Zo" ,..... ......l .. ...-.. STREET '...-....*..I.-....-._.*-.-..*. - -�� _ _ x ._ . . _ q , \,/ _ . , "N� _ 1 20 IF92 , w a ` EDGE OF PAVEMENT 1 -�� oo" �- . � - .37 R=43 x 1 h `OCus o 16 6 18\ _ � -188.71' . _ `Z 6 �26 �, 4�� arch j^ �\\ 14 -- ° - - 0 - 0 157 u \ \\ \N C8/DH FND \\ °� a n i \\\\ GE of / ° n n a „ \ � E� / / �� / ;1 T 1 � - - EL = 26.11 n °a o \ g P 4 a i,' / \ / - \ D_ 4, . o . 1Al / / - .° , ._ - � 71 \ a - . ,d , - / i - - LOC ATION MAP 0 \ / a. ` V / m r_ _ __ _�1 \N, ��' COTUIT QUADRANGLE - / t db 0• / ' 0 N E , '� _ _ � \ SCALE: 1:25,000 / �/ � .� \\ ASSESSORS / w r �_� 1 g2 i I - _ - _ _ \\ MAP 17 PARCEL 20 t // ` Qbd'' \ 'Va, N �� 10 - - \\ ZONES: / 1 / \\ AQUIFER PROTECTION OVERLAY DISTRICT \ pia \ // \ / 19 ; I + - - � � \ 24 ZONING DISTRICT: RF . / We l(o - MINIMUMS / 2\%A _ ` N � • _ __ - AREA = 43,560 S. F. ` FRONTAGE = 150'�� a� �, / tea+ cS J a WIDTH = N/A / / .0 E1 2+ t1\ j \ FRONT SETBACK = 30' / \ o, O �� - \ O 22 REAR SETBACK = 15' o _ J _ _ - _ yam. o . / QV� \dt to _ PROPOSED i / . \ \0 ��\N•) '_ PORo� zao 7 - a. G-s' /. � 1 FLOOD ZONES: C, V17 & V11 / \ PARWW COURT i RRM COMMUNITY PANEL EL tao 5;1rEetZ \ / O / 6N0 T\M 66e o Q, No. 250001 0022 D • 'L g\N i9 a i -- - i v \` 20 REVISED: JULY 2, 1992 _. _ / - _ -1 C O \Cn SEE NOTE RE ORIENTATION PLACEMEN P N 0 i G 'C - t / y_, __ `ti - 2\ - � - - �v- ` \ DATUM FOR THIS PLAN IS NGVD � �cE:EL z�s , � � \ : \ \ -C \ TOP BANK �\N s - � APF'rl_ox i00 L-S= N65/A op0 C'^t . -SCON /i i , s�E UETTA(L / /P_ Z / I p,Ti�oND _ - _ , 03 - - _ _ _ - " - r GS 4 \� /, %� / , - - - - = - - - m � GOAD ` ' -_ 16 ..► 611•EC C- -_ - - i cT-A 0_ �.� --�C - - - \ - - \ 0TOP 13ANK.- - - \«i _ '�'�14 O _ - - - SB END 15 /_ i / / _ - O / � Of / _ _ - - /. _�\ - 'T �-_ 2BOTTOM BANK EL = 20.44' % - - -- �� T �__ - Z�..- ,= _ - � 10 _� ----- ii I J,G /_ ` � /� / BPK � "�'- U � oUNE _5 EL = 9.06' _,i `s / CO PSS,,,NE ,,--- T A t / &N 13 -' i �`�. _ i / '2 CAPS 00 ZONE \ C A S CoG,- 10- i __ Op'S.`P, � _-/ % / i ,\O? G rj S _ _ _� _ O. / �- / I / <pG TOP BANK __ _ �.�� // \ 12� / // \ I i __ _. * . . . . . / V _ Runoff frompatio to captured and piped to th 1 . ' `. : .'.`:'. . .','•'•' '*.,*.t....'........-_....._�.a. 10 N, / .+ chin catch basin located within the parking 014-6- 24-a- lea g . . . . . . . . . . . . . . . . yi, i . . . /� - ` \ f4", BOTTOM BANK / / 2-/c6 cavr. COUrt \" -// STONE UFJNEER (eoaR. N hi V w/ARCM DWS')1W) .ram. .. . . . . . . . . . . . . . . . . . . . . . . . . t' -1 4- BLUE STAVE PARCH SL1E SMNE PQRW . . . . . . . . . . . . . . . . . / 4- t• - CO w ARG7f ONCS Z 0 N E C s1nL PARCH " (coaa0. ./ARa�r. Dlncs) J ( / ) . . . . . . . . . . . . . . . . . . . . . . ... y 1 . . . . . . • -.r-s 1 / WETLAND FLAGGING BY ENSR / DATE OF DELINEATION: 12-16-1997 s c,a a ` . . . . . . : U N FIELD LOCATION DATE: 12-22-1997 o BAXTER & NYE, INC. ,, . . . • . . • . _ %I - .A . . : 3 ry µ 12`CONC_ RET WALL tJ Z .�' Ez . ... « . . . . . . fav GRADE / t0 c iML GRADE • . . . . I * /-�p . . . (c°ara " _ _ - xs vERr. (eav o /2'oci' O p,S 51E PLAN , 2� _ . . . 1--111 . . . . . 15) . . • . . . . . . . . . . . . . . . . . . . . .. .'.`. . . --- - _ _ _ _ . . . . . . . ..... • • �i i -i l l- G�' 1 G . . • . . . . -.. _ v 4-O' - ----- _ t, �- . . /. 1 . . :.. . . ... . . . . . . . . . . _ r-o- . . . _ . • . . •1 1 �/VIL /3 0 12 AG' Y'N « N V . . . e ,x js cavT. o n-ac a. . ...�1 . . . E . . �„ . : . N F, ­ ti �: ,� ; - E[EY. : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . QB.aF . .. . . . . BDF. -_--.__ ------ 1 - - - ---- _.:� _. - ------- ___. - _ - _ - --------- _ __ 5-0 I.• . :, « '. . . . . . . . . . .• . . . i . « SECTION { Dnve timber sheetin alon work limit to SECT 9 9 ION, : « • . . : . . . : . . • • .-•'. is .. ... . ... « •.-•. . . .act « . act as footln form. Over len th of _ . . . . . .. • . 9 • « . . . 9: . . : . : « . / . . . . . . . . . . . . . timber sheeting to be approxlmately`95 . . .' ' _ / . . . . . . . . . . _ (ninety-five feet_ . . _ . ! - . . . . . . . « . . . . . . Engineer to verify sheeting location prior . . . . . . • . « . . to an concre :work . . . . . . . • . . . . . . . . . . . . . . . . . . . : . . . . . . to >.a- . . . . . . . . . . . . • « . . _ « _. � ,W « « . . . . NOTE :: . . . . . . . « .... .. . . . . .RE FL000 LINES . +: . « . . . . FLOOD UNES DIGITIZED"USING FIELD/ T OWN GIS SHEET •9 . . . - . . • • • • . .... 4 W O R M I T D ETA I L . . , LOCATION OF EXISTING STRUCTURES NEARLOCUS AS 9 - • - ,y � . . . . O .., •� - c, _ ORIENTATION. TOWN GIs SHEET AUJGNED WITH ti -f . . . . . . . . . : : . : . . . . . .« - , _yF " . . „ « ., . . . . . . _ • . . « . s CB/DH FND .FIRM COMMUNITY PANEL USING ROAD A O f- ' . . . . . . . . .S ND WATER UNES. « . : . : . _ . _ . G � _ . . _ . . . . . . . / _ P-9 . . . : _ 6, . . . : . . . . .. . .. . . . : . . ...... . _ . . « -S"•'_ . «., s\ o EL 55 �- _ . . t . . . « . u liva PE F . . - . « . _ . . . . _ , . . . . _ . . . . .1.` . . . . . . _ . . 314� D ,1998P n _ : _ . . . . . _ . . *. . . . . . . « « J Dunning, and of Health . . . . : . . . . . . . • . . . . . . . . _ . . . . _ TestHolel « . . _�. . . . « .. . . . . . . . . . . . . . _ rc _ . O:-Pine Needles&organic �. . . .K EY . . . . . . . . . . . 6 . . . . . . . . . . • -• C. PL. 18041 - D • - . . . . . . . , . - A- WOOD FENCE ❑ ❑ -. .._..�._:y_- - . . . . . . . . . . . . . . . . .` -Sandy Loam 1 OYR 5/1 LOT 11 L. '' 3" 9" . . . . . . . . . . . . . . . . . . . . . . . . _ : . . . . . . . . . . _ . . . . . . . . WATER GATE TO MEAN HIGH WATER y -1 . ..•.'.•.'.' `.`. . . 9"-24" B - Med.Sand 10YR 4/6 HYDRANT - . . . . , • . . . . , . . . . 1,51,114, SQUARE FEET' ± . . .. . . j'.'.... - • . . . . . . . . . . . . . . . . . . . . . . - ETLAND FLAG o . , c es ± - _ . . _ 24" 132" _ C----Med.Sand. 1 1 9_ : . . . . . 0YR5/6 PINE TREE ^� CALIPER DIAMETER - NUMBER- � - . . . . ; . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . 1 . . . . /. > . . , . , . „,p p� : . . . . . . . . _ _ Pere 48 Les . . . - #21 1' O O . . . . . . . . . . . . , • . : 2 mini UTIUTY POLE/NUMBER 7 1 2 _ P� S than F . . . . . . . . . . . . . . . . . . . . . . . . . . NO WATER E �...;_..N.-I..-'....�_.;.-_....I....Z.;.�..I1 I1�.r I'.._........w,..1..I.....I....a.*_t�II.,.�I..I.I.0I_.....I..��.I....-i.z.i*,_....,...;._...�.'1�I..1...1J_I�.. ` inch F� -1 . . . . . . . . . . . . . . . . . . . . . . . . .. . : . NCOUNTERED Test Hole 2..-.-....,...1..-.-..........;II.._..11....1 ..-.._.......L..._..N 11...._1.....* .......o'._I-%.'.../.....1�._... ..._..-.....­/.....4J.....I-,.I.....-`. ../,I..�IX.I l-......-...-_1.....,....,......-_.. CB/DH OR STONE BOUND FOUND -8-- <. � . . . . : . . . . . . , ..'.'.`.`.'. . . .- . . . . ..`.•. : .•.'. ,.. : ... . ......... . ..... . .. . .. . . . . _ - . . . . . . 'f yA . OAK TREE CALIPER DIAMETER - NUMBER y ...'. . - . . • : . . , . . . _ . . • . . . . I . . . . . . . . . . : . . N 0-3" , , . . , I . . . . . . . . . . . . . . . . : / - eedle�./. j . . . , . O -Pine N s . . . 3"-11" A--Sande Loam 1OY NOTE: .'. . . 'N . .'.'.'.'. .'.'. . Y R 3/2 `` .r The exlstmg conditions information shown hereon was t , `. . . obtained from a plan prepared by Baxter & Nye, AN* Nza .�,.'. .1. . . . . . ..• .. . _ �.� `wv '.'.,..,.'.' 11"-24" B -- . . dated January 6, 1998, prepared for Victoria Wesson Hope. s - .�r`aMs sowr.r `.`:`:":'.':'.'.-.`:`.-.•,'_•,'.'.'.'.'.'.'.'.•.'.`.',. .' `. . .. . . ." � . . . . . . . . . P Y / . PRAW R cOVFR . : : . . . . . . : . . . . . .. . _ . . . . . . . . . . . . 'O, _ _ Med Sand - ,: . . . . NEENAH R17A3 a a/EQUAL. : : . 14Y/7* 10 R46 NQTES DESIGN DATA gpPRox Locwr/cw aP V 9' 11`RA • . . . . . EAvr eiuor Frae•ro s1AaPaRr •' ro asr.ear : : . : . . . :':' . . . . . . . . . . . . . . _ a r Single Family-5 Bedroom toAra _ . . . . . - 2 C1- --- .W to Supply ForThis Lot is Municipal Water g y s „ . . . . . • . : . . . , • . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . Med.Sand &Gravel %__� O With no Garbage Grinder., . : , . : : : . . : : : . . . . g J J f :.: . . - . l erwcEr : . . . . . . . . . . . . : /• . . : . . . . . . 241e5 " 2 Location of Uhldies Shown on This Plan Are Approx. Daily Flow=110 x 5= 550 GPD •- .- , , , , • • - • - • . . . : : . : : : : : : : . . • • • • • . ` ` ` 5/ At Least 72 Hours Prior to Any Excavation For This At eat The Hours Prior Any Ex Th Septic Tank:550 GPD x 200%=1100 GPD /fiINPPowERCJOACEe F/aa PRECAsr PIMP _ 4 . . . . . . . . . . . '�` . . __ 10YR 6 1 , e ReQuired Use 1500 Galion Se tic Tank eAeeE ro s1ATAQCE . Notification to Dig Safe(1-800-322-4844) P O REcr B1Aiat aw/acncEo ': crcaveER MQiT ALL/N ACCQ4DANL><- . . . . . LEACHING AREA • : .: A•:: : « . . . .3 The Contractor is Required to Secure Appro riafe ocAe ecose wRs caa -1 Permits From Town Agencies For Construction ' S50 GPD/0.74=743 SF Required «•'• : . _ -'•'• • • . , _ , , . ' -.-:-:-/./ . . . . .. ` ' ' ' ` ' 52" 32" C2---Coarse Sand Defined byThis Plan. Sidewall = 202+5d)2=248 S.F. . . . • • . . . . . . . . . . . . . /• - . 10Y tt Bottom Area=12!x 50'= 600 S F /. « . . . .'. _ . ':'. R 7/4 • . Install Rise . .rs as Re utredto Wi 1 1 q thnl2of . . . . 848 S,ETotal Provided . . . • . . . . . « . . . .�_ _Finfsnru�raae - _ _-- _.., WATE _._ �,_; __,_, _ . _: .____ _..... �.rEKED LEACHING CHAMBER DESIGN .- _ .--,.-"-�. • • • NO R ENCOUNT 5.All Structures Buried Four Feet or More or Subject' - - . . . • • • • • • • . • . . . . . . . . . . AII Pipes to be Schedule 40. Use a:iivr nwPuvr au•etw I _. to Vehicular Traffic lobe H-20 Loading: 1 _ Far/1011fR"W A FLOAr • v s,ec�NVOPOSED FAWAV . . . . � . . 1 5 . 500 Gal.Leaching Chambers ina ,� e. / ,UW ZL_. . . . . . . . . . - i ... . : . . . . . . N07E RE FL000 UNES . . . . • . . . .'.'.'.'.-.'.',', . . . . . fa Septic System to be Installed in Accordonce With 12 x 50 Washed Stone Field as Shown .. POW70Ars£a.R£DArra► roo-.ox-•� / - • 1, , , « , . • • • • - • • • • • • • • • . 310 CMR 15.00 Latest Revision And The Town of aio�orravcrnwPauueeR- Lw^v cr tWft reweemu'•'. . .',. . • . . . ., .^ , . .,.-. . . . .'• .' :'. .'.'•.•. . . . . . . . . ... . ... . . Barnstable Board of Health Regulations •om CIRIEMgM.�{ATA 11_ „ _ . . . . . « . . . .`� . . FLOOD UNES DIGITIZED USING FlELD/TOWN" GIS SHEET . . . . . . . 7. AttPi in to beSch 40 PVC. ,,,ram, a,puv>rc �- 11.4 A0SM4onrtrNRE,W=Ar k: .. . . . . LOCATION OF EXISTING STRUCTURES NEAR LOCUS AS . • .'. . .' • • •.• • • . . . P 9. . . . . . //t /7rFI6AL GFa1 -- N070/F GxtK�t7 MA011�'.OWK " "-•. ' . . . . . . . ORIENTATION;'TOWN GIS SHEET ALUGNED WITH I " - - • . . . . . . . .., ;FIRM COMMUNITY PANEL USING ROADS AND WATER. UNES: [Ia'RM.+$MAW.rm,446 .•. lr ON EL . . . . . . . . . • . . . . . . . I-A►PSFF& BA i s : : : : : . . . . « . � . • . . • . . . . . . . . . . . . . .'.`.' . 0.71, Iorlt\I►Ar auasFrr . . . ./. . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . .. , . . O O�. . . . . . . . . .` N'. ''` - 3a`auK ras+no stave : : . . . . . . . . . . . . . : - . . . . . . . . ... . . . . . . . . pe nii w.i ."er'9ii�ls . - -- - I . . . . . . . . . . . . . . . . . . . . . .FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES ' . . . . ..`.'.'.'. _ . . . . . •�y . �` __ .. _ . . . . . . . . . . . . . . . . . . . . . . . Finish Grade U e.1000c.110;3 kW6waw,ktpoois■oo.t�i•kt.,r� . . . . . . •4 ' . . . . . . . . . . . . . .'.x' . . NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON AND ,� iup"wbaftabbewefiaftm . . . . .'.'. . • .-. . .:.. . . . .• •..•.••.. .-......._\.`...'.•'.' AFTER OCTOBER 1, 1983 IN DESIGNATED COASTAL BARRIERS. Filter PUMP CHAMBER DETAIL . . . . �: ' . . . . • . . . ._. • . ._. . . . . Fabric Compacted Fill . . / . . . . . . . .' '. . . .'.'.'. . .'.'.'.'.`.'.'.'.'. . . . . . . . .'.'. ►' . : .' .. .. ....... ... . .... Not to Scale . . . : . . .j( . . . . . . . . . . . .. . . .'.'. . .. . . . . . . . . . . . . . . . : . . : . . . . . . . . . . . .'. Nu u - •, . . . . . . \ . . . . . . . . . . 1/8-V2 • . . . . . . . . . . . . . . . . . . . . . . . Pea Stone . . .'.'.'. : . •. . . .:. . . . . . . . • .'1 ' . . .•.'. . . . . ' . ,..•.. . . . .. . . . .'.'.'.'.'.'.'.'.'.'.'.'..'.`. .. . . . . . . . . . . . . . ./ .. • . . . .. .:.:... . . . .•. . . . . . ..'. . .'.'. . . .'. .'.'.'.'.'.•.'.'.. •.. • •.. ... . . . . . . . . . . -M FG.14.0 F.G.14.0 ly . . ./. `•'' ''_••.• •.-....... . .-- • ..•^y .•... ... . . . .•• '.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . .'. .'.'. . .' _ - - Leaching .. .'•':'. . . . . . . . . . . z v Chamber 3/4°-I I/2ttDoubls F.G. 18.0 . . . . . .•.....•. ' '. .'.'.'. .'.'.'.'.'.'. . . - ,. . . . . . . . . . . . . . . .'.'.•.'.'.'.'.'.'.'.`.'. . .'.'.'.'...... . . . . . . . . . a Washed . . . . . . . .`.'.'. .'.'.'. . . . . . . . . •..- - "" . •. : .. . . . . . . . . . . . . . . • . • . • . 120 ', . . . . . . . . . . . . . . . . .'. . . . . . . . . . . ' 4t-IO' I ' 11.8 1500 Gal 4 !1 14.0 . . . . . . . : .'.'.'.'.':'.'.-.`.'. . . . .'. . ... . . . . ...'•'•'•'.•'..•'•'•'.' •'. •'•'.'.•'_'_','. to ,.M., '„ Septic Tank 11.6 Pump . 120 ` Top El. 15.0 • . . . . . . . . . . . . . '.'.'.'.'.'.'. .`.'.'.'. . . . . . . . . . . . . I� 1?_O I`. 11.4 Chamber . . . . . . . . . . . . . . . . . . . . . . . . \ . . Z '®Ff 1 14.4 ... Bot.EL12.0 . : . .'. . .•. . . . . . . . . . . . . . . . '. .' ' . . . . . .'.'. . . . . .\. • . . : . . . . . . . . .'.'..`.'•'- °/ ••.. �t 14.2 . . t't',t.• • ♦ • r.t,t t r } t t r t t } r t e r ► r t'? r t r t.► t.t r.r r •% r•r t . r'r't } } e , • } ..�? • -•., •J • • ♦ • • . . • • i • • . • . . . • • . •.. ... . . . a • . , • • . . • . a • • • • • • . • , • • i • . • i ...'l•i•{'! ! L i'{'{'1•!'{ 1 1 { { { 1 { { {'+• CROSS SECTION OF CHAMBER P Bedeinga: . . . . . . . . . . . . . ... . . . ..• • . . . . . . . . . . . . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . Stt(i i i eY s 10� 10.5' Per Title 5. r G . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . « . NOT TO SCALE �» C11 I}£��"':� -� ��. . . . . . . . . . . . . . . . _._. . . _ . .'.'. . . . .',. .-. . . . .� . . . . . . . . '4Jdi f 10' 12 ..... . . . . . . .. . . • . . . . . . . __ . __ . . _ . . - . . `,',','•',',' `,'.... •,•,• • . _ . . . . . . . . 4 /�, DEVELOPED PROFILE OF PROPOSED SEPTIC SYST M • BottomofTistHdr • . . . . . . : . . . . . '�' '...'.* * ' * , ....-..1 ......... ... :.:.. . . . . ....'.'. ...'.'.'. .. .. . . . . . . . ..'. : .'.' • • • •'.'.'. . • . . . . . ' Q`' �./ Not to3coh x . . . : : : : . . : : . . . . . . . . . . . . . . . '1'.'. . . . . . : : : : : . F. . . . . . . - / -'......'.'. . . . . . . . • ' • . . . . . . ....... . .......................'.'.:.' ' . . _ . .•.• • • . • • • .. 4.-...... . .. . . Title: PREPARED BY: .".'.'. . .`.'.'.'.'.'.'. /. . . . ................ . ... SEPTIC SYSTEM SITE PLAN : ' . . . . . . . . . . .Z'.`.'.`.`.':`. : .'.'.'.', •` * * . .1NN .. . . . . . tof o `. . . . . ,. . . . .• f.•. . . . . . ..'. . . . . .` G. 'a.•. . . . . .' .. . AT Sullivan lEngin�ring, Inc. o . . . . . . . . . . , . . . . ........... . . . .- .'''-''':': .... ' 1488 MAIN STREET PO Box 659 PO Bc x 718 : : : : : : : : : : : . : . : : : : : : ':':':-;•:.:. ..:.•. . . . .+ .o�,� . . .a:' . . . . : ' ' . r,. Osterville, MA 02655 Hyannis MA '02601-0718 . . - . . . . . . . . . . . ... V. . . . . . . . . . . . .� . C O TU I T MASS. (508)428-3344 (508)428-3115 fax (508)790-7902 (5c� )790-7905 fax . . ............. ... . . . . . . . . . l.'.'.'.'.'.'.'.'.'.'.'-•. G s PSulIPEOad.com capes+rvOaopecodnet / ' �' '. . .' o Prepared for• r • . .'.'. • • - -• ~' VICTORIA HOPE ...�. .'.'.'.'.'...: . .'.'.-.• • . . . J . .-.40 20 0 10 20 40 80 Draft . .• • ••• ... . . . . . .'. . .'.'.'.. . . . . . . . � ._ . . . . kb. Date: ,r . . . . . . • • ?•. . . . November 5, 1998 1 =2+0' Review: ... : . . . . .'. . :'+P. . .5�. . . .'.'. . . . . . . . . . . .. ' ;.'«. . . . . .Drawing #, . . . . . . . . . . . . : . .'.'. . .'.'. .'.'.'.'.'.'.'.... . . . . . ..'.'.'.'.'.'.' -- - --- -- ---- - -- --- --