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HomeMy WebLinkAbout0019 OCEAN VIEW AVENUE - Health 19 OCEAN VIEW AVENUE, COTUIT A -034-041 I r . i I I I i I i r i� TOWN OF BARNSTABLE LOCATION bl),-g /XL �z� �riFhL!/s SEWAGE #.�03-/9'7 VILLAGE �'aTUd- ASSESSOR'S MAP & LTS'OO,7 '05'/ INSTALLER'S NAME&PHONE NO. SOS` `�'20- �'73S aOs",ez 12" 9,,0eyp3 SEPTIC TANK CAPACITY /�-00 -/ LEACHING FACILITY: (type) -,504 6,4/ tq/(",We is (size) 33 x Zvr NO. OF BEDROOMS BUILDER OR OWNER H,4Y641 �i� PERMIT DATE: 8- 3 COMPLIANCE DATE: Separation Distance Between 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 leachin facility) Feet Furnished by V� 01P—L , ¢ 5 e .. No. Fee computer: Y THE COMMONWEALTH OF MASSACHUSETTS Entered in com p Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migpoml *p5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) L<bmplete System ❑Individual Components Location Address or Lot No./f OC.,,-0111 Vl jEW 1 ✓f- Owner's Name,Address and Tel.No. Assessor's Map/Parcel d 3 Dot' Installer's Name,Address,and Tel.No.6e Designer's Name,Address and Tel.No,�_�/2 �f �9 Type of Building: Dwelling No.of Bedrooms C9 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 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 /,50,0 6141 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ;�& 6o Z 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 Boazd f He lth. Signed Date Application Approved by Date �3 Application Disapproved for the following reasons Permit No. 2-�3 s/q7 Date Issued 19 C 3 0o 3-I ' ,� No. 2 '1 i Fee ,27. (90 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01ppYication for Miopogar *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) A<_0mp1ete System ❑Individual Components Location Address or Lot Noll 045'01!�/i___W !�✓al Owner's Name,Address and Tel.No. ifs-t' k,/% /fr�yv. Assessor's Map/Parcel 6 s�fi_, Oy/ , Installer's Name,Address,and Tel.No.S�—�/�V r/738 Designer's Name,Address and Tel.No.5cpG y2$—!f$G Type of Building: Dwelling No.of Bedrooms '/ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 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 /SOD 61al Type of S.A.S. Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) Isaa�ta . .)7/_"/,oric �- fGo (/al � �-c� ��ir-/�s cv/TLi �/ 'S rati/_ s4/l�ri� 2 '' %�;� Jam% • 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 thelEnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board .f He lth. Signed Date Application Approved by _ Date o 3 _ - -- Applicatiorf,.Disappr-oved for the following reasons - Permit No. 'Z �� Date Issued ` O 3 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS , Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( _44:Ypgraded( ) Abandoned( )by 5 at has been constructed 1 in accordance with the pro isions of Title 5 and the for Disposal System Construction Permit No. Zoo "/y'7 dated &4 Y G 3 Installer ( o S t_'a 0-e Designer Glr'/7:� The issuance of P is ermit shall not be construed as a guarantee that the sys m will, ction -d signed. C Date Inspector 4j. ) --------------------------------------- No. 2-003 `Iqq Fele� sa 4�0 THE COMMONWEALTH OF MASSACHUSETTS 63y-°ql PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwiopogal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(G�U`pgrade( )Abandcn( ) System located at /9 (;oTviT 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 perm' . Date:_ yI?/a 3 Approved by TOWN OF BARNSTABLE C LOCATION �9 D� /�1iI 1// 4 f'2--'24 SEWAGE #1M3'ly� VILLAGE ASSESSOR'S MAP & LOTOLS i INSTALLER'S NAME&PHONE NO. 4Q3- 1-121) SEPTIC TANK CAPACITY /ADO I LEACHING FACILITY: (type) 'SD�C�14� DP�I�J�i S (size) IS x 2.5`� NO. OF BEDROOMS G/ BUILDER OR OWNER PERMIT DATE: 41262- J COMPLIANCE DATE: Separation Distance Between the: I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist pP y Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leachin faci:ty) Feet ' Furnished by �� T�—� �� i � Qb4G1G • o q Srvi0 F— f3ov�t rg� tNE t�� �t Town of Barnstable 9 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. July 17, 2002 Mr. Glen Harrington, R.S. 9 Leda Rose Lane Marstons Mills, MA 02648 Dear Mr. Harrington, You are granted a conditional variance, on behalf of your client, Cynthia Hayden, to construct an onsite sewage disposal system at 19 Ocean View Avenue, Cotuit. The variance granted is as follows: PART VI11, SECTION 1.00: The septic tank will be located only forty-two (42) feet away from a bordering vegetated wetland, in lieu of the one-hundred (100) feet minimum separation distance required. This variance is granted with the following conditions: (2) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be constructed in strict accordance with the revised plans dated June 25, 2002. Harrington2 (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated June 25, 2002. This variance is granted because the physical constraints at the site severely restrict the location of the septic tank due to the close proximity of wetlands adjoining the property. It is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. jrely your ,e . Miller, M.D. n Harrington2 DILTZ: sea: GAR metal ww. sr. �S Town of Barnstablq,. Board of Health 2W Mai Sftvet,Hyannis MA WMI FAX SOB790.6M Barn G.Rook IL& &mmrxw&we.m"a Wayne A.U Na,MA !A NO REOUES'I'I�QjtM A ON O(ea vl Pi e"I /4vt h vo AweasWe Map and Pawdl Nvn*w. _� O Y Size of Lod J-17 S'?, Wwi"&WAm-V0 Ft Yes _jG Bps Ngm: �- No Subdivision Name• �►rr c,Arrr�s MUM y v Y�f AI Did me owner of tba /7 7 p"uty Yes ✓ � O Name: i2 ` -e-U-0cf.2r 7 dIS77 C/ L-e� 4w.L Phone: q Z �� � _ •�Titune�) t _ f drZ NATM OF WORK House peon p Ioe Rmmbm 0 RVw of Faded SgftQWdft Systean (m br aobr s �aeiweX ' aPl ) _ FW(4)cop af8�ea®pletedwaissopragoetfiamn Faar(4)oopiar of a�ee�edPLn wed(ag o4+� AM) Fan•(��p aflrbnTeddie�eo�ianalfloarpLu �(aslwmropjr araarma�leitt — �adleuarrt�ag6at�ep[apedyaxmary�yo��tar�is� �p� �t�� �aa�y�a+e�edmal�lenttimaayaPriartoareedegdaoietapphcaetaeWeo� — Follmmaaobmiaed��,�yWvariaasreque��►j VWfic8dm fm oWb ted (mO fec for reowd=vMcWjw nnmwh6 raw* &V vamm re OW& [Ime mtyr].aahide die�v�rmavaL[erne owmsdle.m a�y],,,odtoique,5r7ed �� [aolyN'nom��en V+d°00� .clrc is aaysprinrt„m�g� VABiA APPSOV� rrorr APPItQVBD �` Soern A�.gs,�a Wayne A.IMec,Y A C-\noc=nts and 3ett�=JS\aeaollik\Local Settings\Ttoparary Internet Files\OLKF8\VMrRm new- r 14" /9 U, ------------ Y i� • e ��17 �GoofZ Start typing your letter here. YOUR NAME GOBS HERE(Signature below) f CIO y� ,o,o%*. � c1� aw 3e r-O%ACq C(Co e— or Sr �.j Start our letter here. typing Y YOUR NAME GOES HERE(Signature below) I r .s/z zloZ { j l y Oc, el,� 4JA CA� /s-7V d l o Start typing your letter here. YOUR NAME GOBS HERE(Signature below) i� P�oFIME r o Town of Barnstable P# Department of Regulatory Services s e>, `� ' Public Health Division Date '°tfo��► 200 Main Street,Hyannis MA 02601 Date Scheduled odd Z02 Time ;OU m Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By:ol �G y�G�J�TG�✓► _ • :..,. I F J' t'� iv�it rr.. .l§S N r'i{ #:& !F� ;..p:i'. r L. i i .... S�{�j 4�i 1,�� � �....'f?f k f�n�� dv'�- i �Z{���5'�I,•4��S�:Y rm�.r� .ru.,rr `" lrl' °rc��'iM��.:>kd, F :��' �� 7 q 1 ~i' z I , r v rx �'l h iv-:_:.. ,.-.?:vIE'I��t(�1 L� of L.,�. �I._..."v�wi^ PA� � 'A 4:r" Y: W" gi: k'4e,mi�_ �t[ .. L \Owner's Name CYO l f� Location Address 1&7 OCPP� 1/!�e hJ T!✓� I Address C � � En /� p� /� ►'I"l Q'r- I"'" Assessor's Map/Parcel: vs 3 q lg q 's Name g ineer NEW CONSTRUCTION // REPAIR _X_ Telephone# �Sb$— y Z 3 S76 Z Land Use �2i �v� (� Slopes(ill -�_— 10 Surface Stones A/0 Distances from: Open Water Body > 3 0V ft Possible Wet Area ?5 ft Drinking Water Well ft Drainage Way / a—o ft Property Line � S� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) Q y'LI l yaAA— Depth to Bedrock > 2 0 Depth to Groundwater: Standing Water in Hole: 0 C, Weeping from Pit Face (O 9 Estimated Seasonal High Groundwater _..�....:�.cr.•� .,...:-:..:'aua::� t m ,: ,. ':iK'vi�i:1"•:�.u1'V:u�'::.9i at{rR r .Y ! .v :.,4. u r.,R l&m � '-h �... .'ol,` �1'"�'T'-'�k�Cx:: r�„ v'' `V1'ry Method Used: a / q it Depth Observed standing in obs.hole: [ 0 / in. Depth to soil mottles: in. Depth to weeping from side of ob hole: in. Groundwater Adjustment ft. Index Well#Ad&L.keading Date: Z_Index Well level 7.f— _ Adj.factor CY Adj.Groundwater Level L m� ux.•Q .a,OR"" "'•NE4 CF ik'+r!' - s_.n G 'in 'r �Fittt�""a�y ' ing r s: r. s• : , s,•s 5 .ar uYrP9h,� e o d ..••. r r'i n , 5+�,,?� •i '•,k:� m e ( ya1�7`,rr,: ir.:.l' *,�r � .- 5;t�`1 ,ta:,tnrya. m,. Observation Hole# '�e/Ql✓e of Time at 9" Depth of Perc r Time at 6" Start Pre-soak Time® Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed K Site Failed: Additional Testing Need" (YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back Q:HEALTH/W P/PERCFORM A0 I.N i B `0`0 0 ........ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel) 0 - � 14 2- S lo Ya 3 do �- �0 YOT16 ao C f 412 Sa4l1k,IzL %/01 /VO 64V CO/of' RAT R.-.2�'Ho M..........Vi�T'*IIMN'4'.*.:;�i............AR mm MI Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Structure, %Gravel) I E, M Till r. 10;'#01' U. (1rn 441 Pt; 'A V ENT;:1 !1. Re 1 13 0, W1, 09 11 OWNS, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 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 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? -YC--S If not,what is the depth of naturally occurring pervious material? Certification I certify that on (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 CNM 15.017. Z Signature 0 Date— f - Q:I-IEA,LTHfWP/PERCFORM �v O Dsi n Calculations N NI��/� p� Nu�lber of Bedrooms: 4 (3 in .Main House & 1 in Studio) School 0 R� � Grinder: No oSITE KN/SS uC n I ' Garbage Gr nde rt� ' / RII /�`fig BV f 10 g # �/ Leaching Capacity Required: 440 Gal./Day Cotuit (JS T E 41 I ' Leaching Area Required: 440 Gal./(0.74 Gal./Sq.Ft.)=595 Sq.Ft. Bay IF CD 4' I �� �z Proposea Leaching Structure: 1 -33.5'L X 13'W X 2,0'D Leaching Trench COI f Point Dr. h/jDE -------- SOj �' �/ Leaithing Area Provided: 621.5 Sq.Ft. ' Q ' / . C' f la 5 Proposed Leaching Capacity: 460 gpd > 440 gpd. req'd, 9 �, , BVW g �L \+/� � AIL d. W flag #4 �C o D '),02' LOCUS 0) ���/ / / ;�\/W �f'lag #3 �L GENERAL NOTES - C L-L"25/�/r 1 NO SCALE `� V t E-LL qR wgC0' `••� \I , 1. ADDRESS: 19 OCEAN VIEW AVENUE, COTUIT L xis 'n d e 2. ASSESSORS NUMBER: MAP 034 PARCEL 041 Conne t to 3. DEVELOPER'S LOT: LOT A a 4.0 3 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM AN ( ( } CD 8, 8 1 .3 BVW 5flag #1 ON THE GROUND INSTRUMENT SURVEY. gas CO 5. MUNICIPAL WATER PROVIDED TO SITE AND SURROUNDING PROPERTIES. ES 3.46' 79 , o meter ( --- - -`-6 6. REFERENCE PLAN: PLAN BOOK 300 PAGE 32 ( 7. THE SITE IS LOCATED IN ZONE C ACCORDING TO THE FEMA FIRM PANEL #250001-0018D, REVISED 7/2/1992. f 8. NO POTAR'_E WELLS ARE LOCATED WITHIN 150 FEET OF SAS. <�e verb S 7US TANG 13.18' 8 9. RESOURCE AREAS DELINEATED BY GLEN E. HARRINGTON, R.S. 24�0 ���� tat, ea ��0 •- � 24- � ties CONSTRUCTION NOTES v n e rou d utili cesspool •. / 8,96' J �f,• 1. Contractor is responsible for Digsafe notification r �qR' O be p u p e °° f 1 O and protection of all underground utilities and pipes. paved I St 0/0 & b a c k f i l l e d °° �' Al �( 10,4� 2. The septic tank and distribution box shall be set d r;v W 0 1 ' level on 6" of 3/4"-1 1/2" stone. -71 y 1 .6 16,9�, 12.37' �° /v , Za 3. Backfill should be clean sand or grovel with no 4'07 \ nlE C stones over 3" in' size. T ° •, 4. This system is subject to inspection during installation ° by Glen E. Harrington, R.S. Z, 5. The contractor shall install this system in accordance - ` / with Title V of the Massachusetts Environmental Code 3, / �� N �� and the Regulations of the Town of Barnstable. C6.�n/ � 6 ,557_� SO. Provide on Acme Precast 1,500 gallon, H-20 septic tork, one H-10 D-Box and 3 H-10, 500 gal. chambers, or equal. 2.3 `_� 7. No vehicle or heavy machinery shall drive over the i x P0.951 -----`- JO ^tl septic system unless noted as H--20 septic components. 11,0 / 8. Install gas baffle or equal on septic tank outlet tee end. i ; 1 H. # t- g t T #1 �. Extstinq cesspools and lear..hate contaminated soli o be removed G O l _I and 'i ad of properly off site. STK. P I __ Ind. / 10. All existing Inve;i3 and site conolr Ions situ„ vc 11. Contractor to remove soils considered to be unsuitable: n or ilpervlCu 23 � n ' 10 ��Q � and replaced with soil according to 310 CMR 25.255, as necessary. 12. The installation shall be in strict conformance with the Order of XN2.3.50' O X BA . Conditions issued by the Barnstable Conservation Commission. SITE PLAN R . F , F� A Y D E N , � - 3 3. 5' X 1 3 '11n,/ X L 0' D 1-20"DIAM.ACCESS MANHOLE 4c O rJ L e_ 6� leaching 5' SCALE: 1 =20 ��J ' g trench using . ,. BENCH MARKON CONCRETE BOUND X 3.8 J� f l - 1 0 500 gGi . Cham Wbers th ELEV.= 1C?4' MSL (APPROX.) , 4 of stone on sides 8c ends. �14 �� ® In ® ® 34„ SOIL_ EVALUATION ® ® lm 24" Date of Soil Eval.: March 1, 2002 (T.H. #1) & June 20, 2002 (T,H. #2) C STEEL REINFORCED PRECAST CONCRETE 3 H-10 500 al. chambers Test Performed 6/: GLEN E. HARRINGTON, R.S., CSE 15 9 TEST HOLE #2 WITNESSED BY: DAVID STANTON, HEALTH INSPECTOR ( PLAN VIEW END-SECTION Excavator: Joey's Septic Service 15 X 1 8' v <� P. ��\ H-- 10 500 GALLON CHAMBER Test Hole Test Hole PERK TEST @ T.H._J1 G� \ NOT TO SCALE No. 1 No. 2 PERK RATE ASSUMED 0 <2 MPI FOR DESIGN PURPOSES .� 4' 5 4' DEPTHAL SOILS ELEV. DEPTH SOILS ELEV. USE ACME PRECAST OR EQU 0 11 1t Water Table Adjustment @ TH-1 2" OF 1/8" TO 1/4" Organic A Map: MIW-29 PEA$TONE (WASHED) -- LOCAL VARIANCE 3" 10.78' loamy sand Zone: Zone A loamy sane 9" IOYR3/3 10.25 Adjustment: 2.6* ® ® ® C3PART Vill, SECTION 1 -A VARIANCE IS REQUESTED TO REDUCE THE REQUIRED DISTANCE 13" oyson g95 Bnarnyw Adjusted GW Elev.- 4 13' ® ® ® ® NM�24" MIN. OF 100 FEET FROM THE PROPOSED SEPTIC TANK TO THE BVW TO 42 FEET. ---- I OYRS/6d Byw 30° OiDYR5a6d 8.53' 26 - RR'. PF I`__ T{= T_n T,_I_1, - REVISED 6/25/2002 - TEST HOLE #2 WITNESSED BY HEALTH INSPECTOR PERK RATE: ASSUMED 0 <2 MF'I FOR DESIGN PURPOSES 3 H-10 500 gal, chambers 1'4_ reepng___ 1.53_ 109': reeojnq.__ 1lo.- 92 Z_3/4" TO 1 1/2° WASHED CRUSHED STONE pIF Water Table Adl�trnent @ TH-2 ZN l►t1 PROPOSED SEPTIC SYSTEM UPGRADE C 1 c 1 Map: MIW-29 med. sand coed sandZone: Zone A TRENCH CROSS-SECTION '� .� PREPARED FOR 2.5Y6/4 1OYR5/8Adjustment: 1.9' NO SCALE 4 R. F. HAYDEN, JR. 132" 0.03' 120" _ Adjusted GW Elev.= 3.8?_ co 70 AT LEGEND 9F e O ��� 19 OCEAN VIEW AVENUE �4 0'�g�E Pa BARNSTABLE (COTUIT), MA *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. a a, PROPOSED 1500 AL N1TAR� 10' mine from 'NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE, U H-20 SEPTIC TANK house to septic tank Finished grade over system=2% slope away Existing 24" die. x 104.46 DENOTES EXISTING PREPARED BY:. iron covers at grade 5 HOLE Existing House cost 9 DIST, Box SPOT GRADE FF Elev.=25.0' EXISTI ADE Existing Grade Elev.=12.6'+ ,• ............95.._.............. EXISTING CONTOUR R.S. _ GLEN E HARRINGTON, CRAWL T. 12" min. SPACE S = 0,02• 36" max 9 LEDA ROSE LANE . Min. 2.-1/B"-1/7^ une 1-E.IsUe House sere Level for 2' washed stone Too Peastone Elev.=11.53' 12P----- - PROPOSED CONTOUR MA 02648 a Line r-10' PROPOSED ---- S=.Ot MARSTONS MILLS, Une 2-Rroosed sl�dla serer Une 2-10' `� t22 1500 GAL. n SEPTIC ° N M 23' invert lev.=11.13' I TEL: 508-4.28-3862 DEEP TEST HOLE M = o 0 0 0 0 24"MIN• ottom of Leach I' GORSTALLEOUALE v ', 11 w LEACH TRENCH s.o• Trenah Elev.- g.13' _.......W_._._..........�;/_........ xsTING WATER SERVICE 508-428-3862 0 3 .5' APPROX, LOCATION FAX a > „ line t-Eel ung house serer Line 2-Pfo 09 O v. rl 6" OF 3/4"-11/2" STONEI TAdi OW OTH N 1 Elev=4,43' MSL AA e A A A A A A LIK41T OF WORK I SCALE: 1n=20' DRAWN BY: GEH MAY 6, 2002 SYSTEM PROFILE 6" OF 3/4"-11/2" STONE DATUM: MSL FILE: HAYDEN.DWG SHEET 1 OF 1 Not to Scale - \� Design Calculations V"' N CDR\ Number of Bedrooms: 4 (3 in Main House &; 1 in Studio) School St. �T ' Garbage Grinder: No S I TE ! l \U �\\ 7 B\/��/ f l0 # �/ �/ Leaching Capacity Required: 440 Gal./Day \ � Cotuit _____ J \\ �\ g I ' Leaching Area Required: 440 Gal./(0.74 Gal./Sq.Ft.)=595 Sq.Ft. (� COTUIT .� gar \\ �, �\� \ \ �j�1 � II , Proposed Leaching Structure: 1-33.5'L X 13'W C 2.0'D Leaching Trench r\ Q f Paint Dr. � \\ Leaching Area Provided: 621.5 Sq.Ft. �> CJ_ U , 1 O Proposed Leaching Capacity: 460 gpd > 440 gpd. req'd, � \ �\\ 9 i �,, > B �W flag \5 � �, (�\ 25,7 nd. \ \ W flag #4 v_ ,, \ \\\ ,0 2` 6� 0, F�/\��/ \\ W f llag #3 LOCUS -\ \ cE\F�.;2s\G \. \\ \\ \' GENERAL NOTES No SCALE / (xJ \ � SIR (/j/ � � \ � 1. ADDRESS: 19 OCEAN VIEW AVENUE, COTUIT n �� �� pCL �� � 7�4' Conne t to exis in\ e \ _ ' � � 4 � � � 2. ASSESSORS NUMBER: MAP 034 PARCEL 041 \ / \ / _ 5, #2 -\�� 4.0�3 3. DEVELOPER'S LOT: LOT A g 1 3 \ \ --' B U W cJflag #1 4. TOPOGRAPHIC ON THE INFORMATION TION INSTRUMENT COMPLIED FORM AN Y. g a S v�\�\\\ � 5. MUNICIPAL WATER IS PROVIDED TO SITE AND 7( ' o meter \ \ -- SURROUNDING PROPERTIES. 23.46 \ \ \ 6. REFERENCE PLAN: PLAN BOOK -100 PAGE 32 \ \ C\ -7 7. THE SITE IS LOCATED IN ZONE C ACCORDING TO THE FEMA FIRM r ! \ 2 7 9 \ PANEL #250001-0018D, REVISED 7/2/1992. EkIST 8. NO POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. t \ �, �e U \\� >rU� IrJC 13,18' ( \ / 8 9. RESOURCE AREAS DELINEATED BY GLEN E. HARRINGTON, R.S. \ 24 24,0 \ tfi t; s� to rI e roLl d UtIli cesspool CONSTRUCTION NOTES G O be U -1 Q Contractor is responsible for Digsafe notification p p d 1. and protection of all underground utilities and pipes. paved drly Way & backfltled /� ', \ 2. The sept;c tank and distribution box shall be set 1 6 1� �� 12.37' a�1 X 10.42' level on 6" of 3/4"-11/2" stone. �i\`,. \ ��NE 3. Backfill should be clear', sand or gravel with no \ \ 4,07' nr C stones over 3" in size. 4. This system is subject to inspection during installation by Glen E. Harrington, R.S. O \ 5. The contractor shall install this system in accordance with Title V of the Massachusetts Environmental Code and the Regulations of the Town of Barnstable. ul\ \ 9 \ A - 1 6,5 5 7± S`u1. E \ �_ 4,, `,Q� 6. Provide an Acme Precast 1,500 gallon, H ._0 septic tank, one H-10 3' \ �� D-Box and 3 H-10, 500 gal. chambers, or equal. x 20195 � X 7. No vehicle or heavy machinery shall drive over the \\ C.B. septic system unless noted as H-20 septic components. find. 11,0 / 8. install gas baffle or equal on septic tank outlet tee end. \�\ 9 7 ` 11 H' #� T,H. ##1 \ ! 9. Existing cesspools and leochate contaminated soil to be removed STK. \ \ C ' 2 and disposed of properly off site. 2 2 nd. 1 O ^\j / \ 10. All existing inverts and site conditions shall be verified by contractor. ] \ 11. Contractor to remove soils considered to be unsuitable or impervious 00 \ �� x / and replaced with soil according to 310 CMR 25.255, as necessary. \, 3 50' \ \� The installation shall be in strict conformance with the Order of \ o M e 12. Conditions issued by the Barnstable Conservation Commission, SITE P �J�f�l Rod- HAYD � f\ �J 4' :0� \ _��e 5 9 L X � -7 9 t/,/ \/ 2 ,O ' �) -20°OIAd.ACCESS MANHOLE SCALE: 1 "=20' \ \\\ ° \\� \ leaching trench using 8. 5' \ - .. -- BENCH MARKON CONCRETE BOUND X 3,3 q /�� I� - �J 50O gal. chambers W th ELEV.= 12.24' MSL (APPROX.) /-�, `f-y, o f stone(�n e o sides d e \ ends. \K: t rM C7 ® 34" SOIL EVALUATION \ \ „ �, 24" Date of Soil Eval.: March 1, 2002 (T.H. #1) & June 20, 2002 (T.H. #2) ��/ =.-.-.-- ,- - - _ .,.i:. _ Test Performed By: GLEN E. HARRINGTON, R.S., CSE - C,\ STEEL REINFORCED PRECAST CONCRETE TEST HOLE #2 WITNESSED BY: DAVID STANTON, HEALTH INSPECTOR 15 J 3 H-10 500 gal. chambers Excavator: Joey's Septic Service 5 X 1 g' (J PLAN VIEW END-SECTION / \ Test Hole Test Hole PERK TEST @ T.H. 1 HH-10 500 GALLON CHAMBER / \� x \ NOT To SCALE No. 1 No, 2 PERK RATE ASSUMED @ <2 MP'I FOR DESIGN PURPOSES \� \ 4' 5' 4' DEPTH SOILS ELEV. DEPTH SOILS ELEV. \, \ \� USE ACME PRECAST OR EQUAL 0 1.0 11.o Water Table Adjustment @ TH-1 3„ Organic 10.78' oa YR3/3 Zonpe: (Zone A \� PEASTCINE (WASHED) _ LOCAL VARIANCE gstl d 9" tovR3/s 10.25' Adjustment: 2.6' I Ioo0YR4/2 Bw IE=,3 cm rm ® PART V , SECTION 1 - A VARIANCE IS REQUESTED TO REDUCE THE REQUIRED DISTANCE 13" 9.95' oom sans Adjusted GW Elev.= 4.13' 24" MLN. Bw Iov�sJs L� © 0 � OF 1b0 FEET FROM THE PROPOSED SEPTIC TANK TO THE BVW TO 42 FEE"f. oom snnd 26" 8.83' PERK TEST @ T.H. ##2 M=� - 30" 1oY�s i 8.53' PERK RATE ASSUMED G <2 MPI FOR DESIGN PURPOSES REVISED: 6/25 2002 - TEST HOLE #2 W17NESSED BY HEALTH INSPECTOR 114'_ weeping_- 1_53' 109" wee' 1.92' L PROPOSED SEPTIC 3 H-10 500 gal. chambers Peg--- --- Water Table Adjustment @ TH^2 3/4/ " TO 1 1/2" l.WASHED CRUSHED STONE �y�OF1{/ r SYSTEM UPGRADE\ c 1 c 1 Map: MIW--29 med. sand mod sand zone: Zone A TRENCH CROSS-SECTION ti PREPARED FOR 2.5Y6/4 10YR5/8 Adjustment: 1.9' 132" 0. 33, 20" 1.o' Adjusted GW Elev.= 3.82' NO SCALE _ R. F. HAYDEN, JR. ca .1070 AT LEGEND 4,atSTE �� 19 OCEAN VIEW AVENUE cs R *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. �N�TAR\P� BARNSTABLE (COTUIT), MA 10' min. from *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE, GOO PROPOSED 1500 TANK H-20 SEPTIC TA K house to septic tank Existing 24" Finished grade over system=2% slope away DENOTES EXISTING at 5 HOLE Existing House cast von covers of grade DIST, Box 104.4E SPOT GRADE PREPARED BY: FF Elev.=25.0' EXJSTI ADE Existing Grade Elev.=12.6't GLEN E HARRINGTON, R.C CRAWL ;., , .,,... , ., „ - 95 --..._ EXISTING CONTOUR SPACE s _ 2" min. 0.02' Min. 36" max. LEDA \RO MILLS, �E ILANE y /� Lin t-exiarn,e house sewer s 201 Level for 2 washed stone Top Peastone Elev=11.53' 12P---- - PROPOSED CONTOUR ��A R S T01 V S IVI 1 L L C y �/I f 02648 une 2 Pro?osed atedio sewer Line, 19' PROPOSED �s�.o Line s-to' 1500 GAL. SEPTIC TANK n o 23' river lev.=11.13' H-20 / " ® ® t� 11 INSTALL o ce o 0 24•'N1N. DEEP TEST HOLE Bottom of Leach EL: 508-428-3862 > GAS BAFFLE it n `� `rench Elev.= 9.13' a OR E©UAL ° s ° 3'�5' v " = LEACH TI RENCH 15�' - - W ---------- EXISTING LOCAWATETION ERVICE FAX,: 508-428 3862 Line 1-Exigtinq house s r m W Line 2-Proposed inv,el 71 N 6" OF 3/4"-11/2" STONE Adj_GW 07H # 1 Elev.=4.13' MSL o 0 0 0 e a a LIMIT OF WORK " � SYSTEM PROFILE SCALE: 1 "=20' DRAWN BY: .�EH MAY 6, 2002 6" OF 3/4"-11/2 STONE Not to scale c DATUM: MSL FILE: HAYDEN.DWG SHEET 1 OF '. Design_ Calculations C-� � � O r Numoer of Bedrooms: 4 (3 in Main House & 1 in Studio) School St. - SITE Garbage Gander: No I �I1 /1� �� T BV f lC� # ` Leaching Capacity Required: 440 Gal./Day / Cotuit v� C � .l f� I Leaching Area Required: 440 Gal./(0.?4 Gal./Sq.Ft.)=595 S ! COTUiT Q) Bay ES U /�; \ I' Proposed Leaching Structure: 1-33.5'L X 13'W X 2.0'D Lea irg Trenc �,� �., f Point Dr. i_-- -- _ Leaching Area Provided: 621.5 Sq.Ft. 1 o BVW / � ..I Proposed Leaching Capacity: 460 gpd > 440 gpd. req'd. 241 \ \ �\� rI X X"'o / V G l ji' � \ \�\ \ \\~� \\ �1' , GE E Ldl TEJ NO SCALE E�C� < �� u�' �1 \ \ \� \ `� \� \� 1. ADDRESS: 19 AVErJUE. COTUIT\O J I �`j 1' :i I I \ �. \ ` \L � �� r -� 2. ASSESSO S 'N 0, PARCEL. 041 Col,r,e t to\rxis `n e00 cig #G 4,03 3. DE�ELOF S c CUMOLIED URkr AfJCD ; �8- _ ��j(� 1V�� f lQ #1 4. TOFOGRAP WA5. Mt NIHPALRWAENT SURVE'TE AND Og f.• / J g met \` C) ti \ SURROUNDING PROPERTIES. _�i,`+b � CJ ' er 6. REFERENCE PLAN: PLAN BOOK 300 PACE 32 / t `.\ Q j 7 7. THE SITE IS LOCATED IN LONE C ACCORDING TO THE FEMA FIRM (' \ PANEL #250001-001£D• REVISED 7/2/1992. 4 Ili L ! / / ,1 E't /S , \ \\ c' c 8. NO POTABLE WEL-S ARE LOCATED WI-HIN 150 FEET OF SAS. / •\\e I U'V YhOc S7 LNG 13.18, \ \ 1 -- 8 9. RESOURCE AREAS DELINEATED BY GLEN E. HARRINGTON, P.S. 4 r � 24 I es ��\� \ 9 CONSTRUCTION NOTES n e rou d utHlt/ cesspool ��.\ ; . ..� < �,96 j 1. Contractor is responsible for Digsafe notification O �Je pU pCC ,r T _7 10 and protection of all underground utilities and pipes. �-� C7\/ d r�V Sl0 G g b U C_k- I l i e C� �� 2. The septic„tank and distribution box shall be set p ed W0y / j b °,� All X 10,42' level on 6 of 3j4"-11/2" stone. 1�.6 6.9� 12 '7' ?Qe 3. $ackfill should be clean sand or grovel with no stones over 3" in size. 4,07' ° \j� 4. This system is subject to inspection during Installation Ibyyhilen E. Harrington, R.S. \� O ° 5- The controctor shall install this system in accordance with Title V of the Mossochusetts Environmental Code 3, / / ��/ `� J � 1 1 and the Regulations of the Town of Barnstable. - try 6. Provide on Acme Preccst 1,500 gallon, H-20 septic took, one H-10 23 '//A ` 16,557± SO. 2 \ ,, � �- ,•'�1. �,� ; D-Eo>: and 3 H-10, QUO gal. chambers, or equal. %' 7. No vehicle or hecvy machinery shalt drive over the X 20.95 �1�,�,h / septic system unless noted as H-20 septic components. f fnd. 8. Install gas baffle or equal on septic tank outlet tee end. T.H. tl 9. E I ..r cos:-col; -o.nd ten,:hat.? �iontnrninutE,d coil to be re'noved I 0 / 12 fn d. ano d'sposed of properly off site. s a ) 1 Q `, 10. All existing inverts and site conditions shall be verified by contractor. 2s ;. d - �'\ C X �j \ \ 0 �2 11. Contractor to remove soils considered to be unsuitable or impervious O (0 \ /O �< X ;' �f�, �t�\\ and replaced with soil according to 310 CMR 25.255, as necessary. xNc3,oC \ (� a I V� , 12. The installation shall be in strict conformance with the Order of \ \ / '� �`\ �� . L j Conditions issued by the Barnstable Conservation Ca omission. CA o F . HAYDEN , V .. O _ 7_20"DIAtA.0.C(•E55 MANHOLE SITE PLAN , 0� j 1 - 33. 5 L X 13'W X 2,0' D SCALE: 1 "=20' \ � ' 5' BENCH MARK on CONCRETE BOUND ` \ �, leaching t I"e C�C I 1 using ---- -... .---- _ -� xx�:3.,9 ELEV.= 12.24' MSL (APPROX.) i / / &, t H - 1 0 500 gal . c h c m b e rs with J I � �-�14 4 of stone on sides & ends. ® C3 ® - 34" �\ ,Y 94•, SOIL EVALUATION \ ® ® Dote Of Soil EVOL: March 1, 2002 _ - '� �j � STEEL RE�NFORCEO PRECAST CONCRETE g \\\ 3 H-10 50U al. chambers Test Performed By. GLEN E. HARRINGTON, R.S., CSE X 1 g' \\� PLAN V'EW Excavator: Joey's Septic Service- J END-SECTION H-10 500 GALLON CHAMBER Test hole No. 1 PERK TEST @ T.H. ##1 NOT ?o SCALE DEPTH SOILS ELEV. PERK RATE ASSUMED @<2 MPI FOR DESIGN PURPOSES � USE ACME PRECAST OR EQUAL Organic 10.78' Water Table Adjustment @ TH-1 4 5 4 3„ �\ Map: MIW-29 LOCAL VARIANCE loamy sand Zone: Zone A 2' OF 1/8" TO 1/4" PART VIII, SECTION 1 -A VARIANCE IS REOUESTED TO REDUCE THE REQUIRED DISTANCE 13" 1DYR412 9.95.1 Adjustment: 2-6' PEASTONE (WASHED) OF 100 FEET FROM THE PROPOSED SEPTIC TANK TO THE BVW TO 42 =EEL BW 10 30 sand Adjusted GW Elev.= 4.13' - ovl i 5 a 8 5'' ® ® ® &T24" MIN. OF �Sy 114 e0 9 1.53- P c1 EN 'y` PROPOSED SEPTIC SYSTEM UPGRADE med. sand 3 H-10 500 go]. chambers PREPARED FOR 2.5Y6/4 3/4" TO 1 1/2" WASHED CRUSHED STONE g GI 1 2•' oo ' � I GT N rn R. F. HAYDEN, JR. NO GW ENCOUNTERED TRENCH CROSS-SECTION .107 �O A- LEGEND NO SCALE 19 OCEAN VIEW AVENUE ,, qN/TAR\A BARNSTABLE (COTUIT), MA *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. PROPOSED 1500 GAL 10' min. from *NOTE: INSTALL GAS BAFFLE OR EOUAL ON SEPTIC TANK OUTLET TEE. 0 0 o H-20 SEPTIC TANK house to septic tank Finished grade over system=2% slope away Existing 24`dio. DENOTES EXISTING PREPARED BY: 5 HOLE x 104.46 Existing House cost iron covers at grade SPOT GRADE GLEN E. HARRINGTON, R.S. . . FF Elev.=25.0' DIST. BOX - - • EXISTI" ADE Existing Grade Elev.-12.6't -- --95------ EXISTING CONTOUR CRAWL 2` min. SPACE s a G.GP' 36. max. 9: LEDA ROSE LANE . 5= t Level for 2' Min. 2`-tone-1/Z ---12P---- PROPOSED CONTOUR MARS TONS MILLS MA 02 648 L'ne 1-EAstlnq house sewer $<01 washed stop! Too Peostone Elev. 1!,53' - Li,e+-1s' PROPOSED Line II-Prope,ed,ludio ewer lMe 2-10' 'v .722� 1 1500 GAL. SEPTIC TANK M N i g 23 r I v=11.13 DEEP TEST HOLE H-20 INSTALL m o ��o 0 24"NIN. s tam f ,each TEL: 508-428-3862 > GAS BAFFLE n '? ren ch Iev.= 9.13' OR EQUAL ; > - ; ss.s' - - APPROX. LOCATION FAX: 508-428-3862 LEACH TRENCH s.o � W - � EXISTING WATER SERVICE • 6`Or 3/4`-11/2- STONE . �Adj. GW ®TH 1J 1 Elev.=4.13' MSL A e. . . . . . . LIMIT OF WORK 1, _ SCALE: 1 20' DRAWN BY: GEH MAY 6, 2002 SYSTEM PROFILE 6- OF 3/4`-11/2` STONE a Not to Scale- DATUM: MSL FILE: HAYDEN.DWG SHEET 1 OF 1