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HomeMy WebLinkAbout0077 POINT ISABELLA ROAD - Health 77 Point Isabella Road. Cotuit -- — ��-- A = 073 031 _ 1 /o.j I ` 25.2 24.9 i {i 6 ' 25.1 2 25.3 LAWN 2 2 x Ca I 1 6.1 + i / I 21.7 F.F.E. 27.29' 24 N go 20.3 p, Xj29.t STORY 28.6 x 5 W000 FRAME DWELLING la 27.01 25.8 i No. 77 pp3 t r LSA/MULC +�4`9 26.0 ---------_ C.F.E. 16.80 t '6 �6 i PA71OABOVE DECK 1 r + I I \\ PA 26 `26.6, 1 16.9 16.4 I .6x \ 25. yam. DE 'ABOVE I,-- e4IBEL.vw i 14.2 �� -__.125.7 .6 �_ ' - 26.6 16.5 16.2 �= r 24 _. i. . T. `STON RET. WALK s LOT 4 I i 23.9 3.6 _ 23.6 3.3 23.0 r PI. 3216 C cV i 23.5 N. MIKUTOWICZ, TR 27.1 I !� _ 232 .8 t? x 16.3 r (5k 22.8 w 15.9 1 r 22.8 , 2 2 16.2/- WN 15.7 l ' 22.7 _ �� 15.6 I 1 at 2 .2 r r 21.4 15.8. . 15.3 i 41` 1 1 15.8 tr _ N i 124.5 2,04: 19 .a � / S 14.9 �# t ' ' 16.8 _:4.0 I t I /� LOT 45"-., L.C. PL 3216 D N I 14.3 �4Z528 S. F. � � t 1 rr x 5.6 x 13. 0.98 Acres t `� t t t iq TO MEAN111pI` WATER 1101 � 116.1 - � 1 I I 4.6 ry 1 1 I ► LSy/MUL ` �./ \ • � b� i \ Trell� F BARNSTABLE �C,LOGATI7N `:-5� SEWAGE # o200I-/I VILLAGE CO�� ASSESSOR'S MAP & LOT�3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / �© 6"O ff-40 p ' n LEACHING FACILITY: (type) CL, 7CC � �5 30 ! (size) �� r NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE:0&1 —®I COMPLIANCE DATE: Separation Distance Btween the: Maximum Adjusted Groundwater Table to the Bottom-of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of,Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet •Furnished by Poo 2 SR C- -6 4 3 aq ��.• TOWN OFF B�ARNSTABLE LOCt"•-ZION _ �o�..�%Ts.4Je//a %Cd SEWAGE #Q00/ VILLAGE Co 1 U c I ASSESSOR'S MAP & LOTC3 b3 INSTALLER'S NAME&PHONE NO.'3 MA,C�L�o c�' — t'�as-SS'Q SEPTIC TANK CAPACITY 1500(519` CI-1 a0) LEACHING FACILITY: (type) Cu/l C G 3,30 (�� (size) 101 rX 4/V I NO. OF BEDROOMS S /� BUILDER OR OWNER M CZ Or PAIeSOA.(-S PERMITDATE: O Cam. 6 _� ` COMPLIANCE DATE: 1 1(e h 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 i within 300 feet of leaching facility) Feet Furnished by 1 IC O A _ d 16-b `� (1 ��lc.� yo' /8 6 o V-z 33'6 .7 tJ y 1 No. A' / Y Feed/�' � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS (5Appplica � rication for dig ogal gtem Construction ermtt t P p on for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. 77 Owner's Name,Address and Tel.No. C��v�E M c;-�sQi•Wt W '�rscros Assessor'sMap/Parcel 3Z ScrNsc� Gjr`uz ,+p 73 -:14.rcez 3/ su t•,%w.k F N 5. 0-2cfOl Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 28 -W 3/ -wt•/3 S Z t7o.,o S i 6 l�-• �` LtaB 5saq 13kr� n1 Hdl►� 8/2 YIIui� 5!- ,G���voi/� Type of Building: Dwelling No.of Bedrooms Lot Size 43,M 4> sq.ft. Garbage Grinder(No) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1 to 5v2,Q1 1 dvnvrn day. Calculated daily flow 5S0 gallons. Plan Date glzi1d! Number of sheets eiyw- Revision Date Title Sc_126� "Desyn 77 Pnmf is4hcl12 �Q Size of Septic Tank 1500 r(tr4-w Type of S.A. i 0 1 Description of Soil 6 % _ 1 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 and not to place the system in operation until a Certifi- cate of Compliance has been issued b is Bo of Hea Signed Date:QC ram-`7i. Application Approved r Date a Application Disapproved for the following reasons Y Permit No. Date Issued?`— l No. g ^"' r tF' 9 ,. • Fee _ n ~ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: +e� w ;PUBLIC HEALTHDIVISION TOWN OF BARNSTABLE., MASSACHUSETTS 0[pplication fdr Migo!5ar bpztem Construction Permit Upgrade Abandon Complete System El Individual Components OApplication for a Permit to Construct(X )=Repair( )Upg ( ) ( ) pPo 1' Location Address or Lot No. 7 Pon,P ?� -/mac�I s-.^J Owner's Name,Address and Tel.N,o. COfvIE Mer �4-Yt ►W %r5an.s Assessor's-Map/Parcel 3Z u+�seh drw� /y/RfO 73 ORACC&f& 3/ Su V"W%, Ins er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ahr NO)vn7vr✓' 8/Z Vlwl S� ��SK,rVlll n Type of Building: rill ' Dwelling No.of Bedrooms , E ,Lot Size 43,4q 6 sq. ft. Garbage Grinder(4) ?` Other Type of Building No of Persons..--"' Showers( ) Cafeteria( ) Other Fixtures a Design Flow I Io rorirr+ g er'day. Calculated daily flow �' SSO gallons. Plan Date Z 2710/ Number of sheets Revision Date Title Sc hc- 'Desy r, 77 �oe.y+ til�cllZ Size of Septic Tank . 1500 ctc- t" Type of t Description of Soil rti 'r- 4. 4hs P—`7711' Fj Natu`re of Repairs or Alterations(Answer when applicable) _ Date last inspected: S 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 Environm t 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b is Bo of Hea Signed '= Date OC T i6-0./ Application Approved Date `' Application Disapproved for the folU wing reasons r, Permit No. Date Issued i': -------------------------- THE COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE, MASSACHUSETTS r Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Se age Disposal System Constructed(�Repaired( )Upgraded( ) Abandoned( )by Sha<e����-e Ca►n5 r CK Q_ at ?7 Cofi►,Cr- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Perms, -e�01-11 dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system/will function as designed. Date lb Inspector t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS Migpoai 6potem Construction Permit Permission is hereby granted to Construct�Repair( )Upgrade( )Abandon( ) System located at 7 'Z�S64 Com'11'A CC)f 07- 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 by No. DP��1 ll '' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIpphration for Migooar *p6tem Cow6truction Vermtt Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /b Owner's Name,Address and Tel.No. �u ��T Assessor's Map/Parcel LU Q Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. m [(I c, :�f Ism 15_ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building.4— No..of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type A.S. Description of Soil '°� t Nature of Repairs or Alterations(Answer when applicabl �- 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 by this Board of Health. Signed Date Application Approved byA Date . Application Disapproved fo the following reasons Permit No. Date Issued �- No. �� �' f f r Fee VHI MM67 ONWEALTH OF MASSACHUSETTS Entered in computer:4�0 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes ^' 3pprication for Mi5pozal bp.5tem' Construction Permit VApplication for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. *i^^ Owner's Name,Address and Tel.No. Assessor's Map/Parcel W ! . Co Installer's Name,Address,and Tel.No. t Designer's Name,Address and Tel.No. C ( ( Vl� ^i tom� !S . Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �U-S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. \Plan Date Number of sheets Revision Date `Title A Size of Septic Tank Type LS.A C -..,.,-Description of Soil \. Nature of Repairs or Alterations(Answer when applicable,, .a�t 1 �- n Date last inspected- �(\t Agreement: G 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 d the Environmental Cod'e..and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed fN A Date Application Approved by U6n�&-.. —Date 1?'/ l/.Z s Application Disapproved fo the following reason fr. t Permit No. Date Issued 6h yk } 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 at `Pt-I P'T -Tcn(c (I Cc4t is has been constructe tin acc rdance with the provisions of Title 5 and the for Disposal System Construction Permit No4 - dated 02 r Installer Designer The issuance of this perm/ it sha 1 not be construed as a guarantee that tl�e system will function as designed. Date /��n Inspector� t �1,� 't' �-( ,�� 00 f�� _ No.2 o o — wo Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS &5pogal *pztem (Construction Permit Permission is hereby granted to Construct( )Repai ( )Upgrade( 1)Abandon ( ) System located at � � v �7 ^�' r G ! co r 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 perrmt. Date: y D Approved by TOWN QF BARNSTABLE fC q LOCATION `�,�%?s e/ �9 SEWAGE # of®®I-//ue, VILLAGE OC7Ja/7 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. t I r -Ca-II s /(-A SEPTIC TANK CAPACITY �- �' �Af• �o LEACHING FACILITY: (type) CLe/71rC 3.30 s (size) / r NO.OF BEDROOMS 6 BUILDER OR OWNER ) &a OC7 ,q"ef,0 4J PERMITDATE•OC% —01 COMPLIANCE DATE: Separation Distance B+�tween the: Oa Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of.Wetland and Leaching Facility(If any wetlands exist within 300 feet.of leaching facility) Feet Furnished byQq �?unT 'pool I • a I I r r r C o �y ti m cc ca O C ,o , � 4�9 I . O r it II D , II it ! ,I II w I I °o I. II n e: ,a i o of o -w O r I p , �f 'o .f 30 ri i a or 0 om w: 0. e r11 i I f fl �O O .o e. e O � �N a -h t PN 'Q eN A I I 0 fl I V I r w I 1w j i ou ° I �i P12 P j D U 07 [ b• i A ry I P I n I I U u w I �I I I >^ a r p • w ' 3 RM-1 w, I N r p f w R N 1 I P r A 3 m a° F n. N I . Y I � Im j. IO y .. ftT7t IV Li ru j p I Z i 1 is I 6 P � A . I N � � V r• 1 �T�G O � � � : a � M CO =3 OOC2 J 01- �1 CIS c ' C." O y 'n p`-� 9 W 0. co { 0 cDCn WN n h C? Wp? CD v dc• Town of Barnstable P# Department of Health,Safety,and Environmental Services �,►�r Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 sAtwareerV. � � nrnss. ��l Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal 0 Performed By: S}e.V-r L iNt I!Sne, Witnessed By: D0 L� A7"I0 1 & tEI A L INFbtr1YI + T1. Location Address I' Owner's Name mce,se lt-, Co+v,r 32 Su.uaA l�i'r✓t Address A/J. 0 790/ 0 Assessor's Map/Parcel: Mc-lo '23� (dal 3/ Engineer's Name C3or<b� o NEW CONSTRUCTION REPAIR Telephone# U Land Use Slopes(%) Surface Stones haAe- Distances from: Open Water Body /3a ft Possible Wet Area R Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) RN N/ N ,. i N ♦ 'a oa Parent material(geologic) G/ae+al Qcjhz xs�j Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater :::::::::.: ......... . ..... ...... b ' I; NA ,:: :::. 'I1N 'C3Tt SASdALGT "VVA ' T T4Y, `>< : : :. . .. :... ...:...........:::...... . ... ........ .. .. .... . .:....:: . .:........ .... ::. .:... .... . Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, _ _ Depth to weeping from side of obs.hole: in.—Groundwater Adjustment _ft.._ Index Well#_ Reading Date::__..._ Index Well level.. Adj.factor .__ Adi.Groundwater Level ' PERCOLATttN TEST' Hera True o� .. ...... ............... ...... . ............ ......... ... ..._. ....... .... .......... ...::...:............:.;......:.::::....::.:. ...::.. Observation Hole# G+ Time at9" Depth of Perc (00 Time at 6" ; Start Pre-soak Time @ 101,A}151 Time(9"-6") End Pre-soak U ha le +V sca.(r Rate Min./Inch Site Suitability Assessment: Site Passed V`� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant Depth from Soil Horizon Soii Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) Z":l2 " Sind �c��n 111 yR 2�2 32 C Re,61W Jan d 7,S y/Z s/ DEEP QBSER'�ATI01 H+l)hE hO Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % 90'CAV r .Sr,% /O ye 64'r, /1/e Ct/�Gri Ohs • .:..... t1P ,HOI �,U Tolie# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling.. .(Structure,Stones,Boulderes. n ° _. DEEP OBSERVATION H�J►LE Depth fro.m Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes l� pp,.� , t oi- L.. 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? �s If not,what is the depth of naturally occurring pervious material? Certification I certify that on 9S (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 � c C��-------_ Date 4 1>r �enJtn BAXTER NECK FINISHED GRADE = TYPICAL SYSTEM PROFILE ZONE n A.P. 3 0o NORTH TOP of - NOT TO SCALE RESIDENCE F FOUND. = 26.0 MINIMUMS a P BAY N r AREA = 43,560 S.F. JSA LOCU�£��4 FINISHED GRADE OVER TANK = 23.0 t FINISHED GRADE OVER D. BOX = 23.0 f FINISHED GRADE OVER LEACHING TRENCH = 22.p FRONTAGE = 150' 8 MIN. 3" (mi . " " FRONT SETBACK = 30' D PO51 4 SCH. 40 PVC " FIRST 2' (TO BE LEVEL) " SIDE SETBACKS = 15 0� O�J (TYPICAL) 4 SCED. 40 PVC F 9 (min) Cover (, 6.Orlh REAR SETBACK = 15 OL2 min 36 (max) Cover 10' CI S " BUILDING HEIGHT = 30 4" SCH. 40 PVC LOCUS MAP FINISHED CONSTRUCT ACCESS GAS BAFFLE 6 SUMP .y 2"Layer 1/8"to 1/2" BASEMENT MANHOLE OVER INLET 1 Peastone LEACHING CHAMBER FLOOR = •.: TO TANK r0 AT LEAST WITHIN 6' FINISH G Slope = 0.005 min SCALE 1 25,000 REINFORCED CONCRETE. 6" CRUSHED STONE UASL FOOTING 4" PVC O O O O O • O O • O • O ASSESSORS O O • • O O O O O O O O MAP 73 PARCEL 31 0 0 0 0 O 0 0 0 0 0 0 0 %TTOM ELEV = 18.0 } 1500 GALLON SEPTIC TANK (H-20) DISTRIBUTION BOX 5' MIN TO BE INSTALLED ON A LEVEL STABLE BASE - OUTLETS REQUIRED No Groundwater m Elevation = 7.5 CULTEC® RECHARGER 330 12' FINISHED GRADE �11V7' 1 " ;,� �� 36 MAX.- 12?IN. COMPACTED FILL �l 2" PEA STONE edge of pavement - � 1/ - - �.te g- -- ------ 3/4" TO 1 1/2 " R=233.42' s0 !� 90.96' \ 1 = -1s-1a- - 2` c.b.fnd off �S0�649.4 " DOUBLE 8.1 o LOT 418o; 2,4.40 .:,�. 24 6. 2' I 0 6.23 , ,. , .• WASHED STONE X e boxe / \ x�ts?>� S80'20'26"E I �I x�117.2Q� 17.1A i i ..*=.1-1.5 WASHED STONE;- y.T..:•. s�2,176 sq.ft.uplan�l \ 2 � o :;` `. 3 471 s .ft.wetlar♦d / ) 21.80 !' / \� 1 0•�4 00AE ?`� < 17.10 SECTION 28.20 q = / \J 1�: • 30 ":':< �`i;'' r i.. y•. ;;;,.. : 45,647 sq.ft.total = 1105 acF �/ xy�A00 36 x �0.00 p� `'••'� NO SCALE I , / /'l 18p I x / 20 15.90 I I X 44' i I ! ad w grass J I I 1s.00 PLAN OF LEACH CHAMBERS o , l i / _ , \` _ _ - fi T CULTEC RECHARGER 330 Uj I NO SCALE ( I a�I i / / I I� n ALL PIPES TO BE SCHEDULE 40 PVC i I IL cnI ��Wj x �Sro 000 4 `V a i 2 .2 I' 2 .a I - / x 14.60 x 14.60 . �`" � � I 1 t1 x 25.r ► I {a I s I _ 8 ° - I 13.45 I BAXTER NYt a � b� x 1 .10 Design Schedule ELEVATION � IAIf` r TOP OF FOUNDATION 26.0 P-9711 DATE 3/16/2000 I l ( I I I FINISHED BASEMENT FLOOR 18.0 ENGINEER: BOARD OF HEALTH: I I I I FINISHED GARAGE FLOOR 24.5 STEVE WILSON, P.E. DONNA MORANDI SEWER INVERT AT FOUNDATION 20.2 GA GE M N 22.8 x 2t.7 + I I o I ° I SEWER INVERT INTO SEPTIC TANK 20.1 TEST PIT 1 TEST PIT 2 I �i SEWER INVERT OUT OF SEPTIC TANK 19.8 SEWER INVERT INTO DISTRIBUTION BOX 19.4 G.S.E. = 15.5 G.S.E. = 22.0 I x 11 70 FILL 27.So 1 I I I I , co I �' I � I I SEWER INVERT OUT OF DISTRIBUTION BOX 19.2 0 FILL 0 -L 22 I I I I tennis SEWER INVERT INTO LEACHING SYSTEM 19.0 / I I x 5.2 d I I I I court 2» 2" ej6 25.40 b M #� 2 • ; I BOTTOM OF LEACHING FIELD 18.0 x 1 .30 WATER TABLE below 7.5 B B 12.40 " 1 ON YR 2/2 " 10 YR 4/4 o. s.00 f i 2 i.4e--- ,;fir 20sa i I , I i 12 10 2 i tip` , PROPfOSED --1 I it ' // I CI MEDIUM SAND C MEDIUM SAND HOUSE f / I / I I " 7.5 YR 5/6 10 YR 6/6 32 132 EL.11.0 �X i� / �"� x/1 .10 I / 4 , / / �x 11.90 0 x -zo` �/ C2 MEDIUM SAND • 22.3��, � �,`1' I 96 10 YR 6/4 1 I I » f PROPOSED /� I I EL. 7.5 i o SUgROOM DE K c.b. fnd on I NO WATER ENCOUNTERED N/11 / 1 � / . 4�t° I x 16.70 PERC 0 60" �O x 0.00 RATE= < 2 MIN/IN x 21.70 / I \/ x 12ao • �� / � � � x 1�50 ? x 13.80 N� �? 0 TP #2 � DESIGN DATA GENERAL NOTES z x 12.60 SINGLE FAMILY- 5 BEDROOMS / x 17.00 I C \\ NO GARBAGE GRINDER i DAILY FLOW = 110 X 5 = 550 G.P.D. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH X 14.50 / PROPOSED i ' SEPTIC TANK 550 X 200� = 1100 TITLE V OF THE STATE SANITARY CODDATED POOL N USE 1500 GAL. SEPTIC TANK MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. x1%$�g EL = 18.d I w p \ E a. 241so 1�.40 x 19.26 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING oo \\ / LEACHING SYSTEM WITH INFILTRATION DESIGN BY THE DESIGNING ENGINEER / I \ / ALL PIPES TO BE SCHEDULE 40 PVC / x 13.10 \ x 14.Zp2451� I x 19.2s I USE 1 - 4" DISTRIBUTION LINES IN 3 RECHARGER UNITS WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT / 90 �\ / I IN A 12'x44' WASHED STONE TRENCH AS SHOWN FOR INSPECTION. X 1�. \ LOTS 4 6 1 I BOTTOM AREA: 12'x44' = 528 SF j / \ I 50EWALL (12 +44 )(2 )x2 = 224 SF TOTAL = 752 SF FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. I+ i 16 x 0.00 �. II THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN i 11.30 \\ I 13.90 I APPROVAL BY THE DESIGNING ENGINEER. / � .59 I ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC (SCHEDULE 40). / 2 1 \ o I ^ry N.80 cn i EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING / ' a SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER x/1�s.so d ` ox 1.70 I 310 CMR 15.255. I x 9.50 x 21415 `n .H �? ` �I i O / O 00 PRIMARY BENCHMARK X 1l(I$ / N N PROJECT BENCHMARK 0.00 . �/x)4.41 ./ ,p LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND / X--0.00 of deck SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE X V.80 11.20 UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. / I 11.51 x 10 / \ X 60 10�00 � � --/ � x 6.80 / meadow grass \ \ x 9.50 ro \ \7.90 x 10. 0/ x 8.80 / x 6.JO x 5.10 / ZONE All 770 v no coastal bank by 6wn ' x 7.so 4.70 or state definition f,.60 � Dc\ 1 0.09� � I \ x 8.10 A 3.60 / x 0.00 \\ I \ x >= / EXISTING x 8.60 \ I I \ ROUGH LAWN / 3.20 �2.90 ' e A` �9� x 9.60 Septic Design 0, I 6q, Soo� x S.so �3.78 ' '90 � x 2'60 �`` , x 4.50 \ -� 77 Point Isabella Road /3.30 � , COSTAL K x 10.20 � � •f 5\ (STATE ON x 9.40 AL. � , � 10.00 Cotuit, Massachusetts I° , B x 10.80 A� '� �AL � � 3.26- � c0 \ \ �a � x 9.40 x 9.30 x \ PREPARED FOR AL � "� �. x\5.8�JILL 1 - Meredith W. Parsons ' AL 00 V 1 \ INK ° 9.00 \ 2 \ ,L 160 1 � 6.5C�� - - _ _ x 8.50 TITLE i L �i1lc \ \ / �►llC � \ b x 6_30 \ -._dcoO 9.20 1 C 3d ^� - _ Sanitary Disposal System -�SCL_ 50 3�c x 5,50) x WO X .00 �:� AIL Cn - ~ _ - � O O '' �!c ° BOTTOM - - CD AkL OF BAN 476i0 �9 -H N K - +s� N AL �' � - �' cn A` -,� - - - 40 ��. °� - BAXTER, NYE & HOLMGREN, INC. a 0 ,edge o marsh Cr ,�,� AL ,� ' L x 1. _".�AL 8; Registered Professional °�',� -0.90 m -� � x 3.90 1:2 0,80 - -- A AL MARS Engineers and Land Surveyors AL X .00 - Qdg�A 0 812 Main Street, Osterville, MA 02655 Phone - (508) 428-9131 Fax - (508) 428-3750 X .00 SCALE:1"=20' DATE: 2/27/2001 4.00 COTUIT RA y REV. DATE: REMARKS \�+cFMass9 1 5 18 2001 REVISE HOUSE & SEPTIC 7EPHEN ��\� C01 P 2 6 4 2001 REVISE FOUNDATION No.30216 ! DRAWING NUMBER x 4.00 x 3.90 9 Gl6lL r 'o G/STEM, 2 �fJAL�Nc�' H: 1997 97030 surve worksht 97030Ase .dw Job # 97030 100E LO :E9 :60 b0 unp uow 6Mp-d9sd0EOL6\OEOL6\L661\ :P