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HomeMy WebLinkAbout1236 CRAIGVILLE BEACH ROAD - Health 1236 CRAIGVILLE BEACH RD., CENT A=206 - 083 i Y 0 a PC 12534 UNo.2-15R � MAiTIN00: YN _ Q V4 n' °� NO:" Fee THE COMMONWEALTH//OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Zipplic Lion for Migogof bpgtem Congtruction Permit Application for a Permit to Construct( )Repair(b/)Upgrade( )Abandon( ) R Complete System El Individual Components Location Address or Lot No. Z�?d G�Q'���/ � ¢ ner's Name,,Address and o. sor Asse 's p/Pazcelel.�� p Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AffrDl�e 7 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(,toOther Type of Building iQ�wee No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ��© gallons per day. Calculated daily flow 5-5-67 gallons. Plan Date Number of sheets Z Revision Date S— Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7-1,;-Ie 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 thisj3oagd Health. ` Signe A Date Application Approved by Date Application Disapproved for the following reaso 6sz Permit No. Date Issued : Y. . 4, 7atI7 No.+' V✓� ed .. Fee THE COMMONWEALTH OF MASSACHUSETTS ")iitered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZIppYication for Migaal *pstem (fongtruction Permit Application for a Permit to Construct( )Repair(IV)Upgrade( )Abandon( ) [wJ Complete System El Individual Components Location Address or Lot No. 12 36 Grp Wll/r ner's Name Address and el No. Assessor's a /PazcelIle// T40 A'40 .�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: t— Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(.40 Other Type of Building /QP h e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow // gallons per day. Calculated daily flow Sl gallons. Plan Date �� " 9� Number of sheets Z Revision Date Title Size of Septic Tank Z040�Q Type of S.A.S. ZOP Description of Soil ✓lore 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 this Bo d Health. Signe Date Application Approved by Date A'-plication Disapproved for the following reaso s ` Permit No. Date Issued ----------- ------------------ ---_ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired (V)Upgraded( ) Abandoned( )by O �� at /J Plj Cla#A /7//` Pe n constructed in accordance with the provisions of Title 5 Zd the for Disposal System Construction Permit No. ✓ dated Installer Designer The issuance of this ermi hall n b/e-�onstrued as a guarantee that the s ill functio�d ' ned. DateT/ /� �i --� ''/ Inspecto No. --- -----------------��-------Fee----� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migogai *pgtem Construction Permit Permission is hereby granted to Construct( )Repair U grade( )Abandpn( ) System located at �- 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. U Provided:Construction in t be c9pipleted within three years of the date of pe Date: Approved by �!( vrJ PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 Phone/Fax 508428-3730 November 15, 1999 Mr. Edward F. Barry Town of Barnstable Board of Health 367'Main Street Hyannis, MA 02601 Subject- Inspection of Repaired Septic System, 1236 Craigville Beach Road Dear Ed, I am-witing to cove,*-,n Ax&,e ireocirg septic system under repair at 1236 Craigville Beach Road(owners: John&Ann Babbitt), 1 0A 2-November, 19W.. The septic system was repaired properly, and in awordence with the approved design pimis, as revised 26 August 1999. Thank wem i fr%r uni tr hoin nn thii.t nrniact- and as always- tease call if vou tNav-6 -CU ly qutsam%A IQ'. Sincerely, f TOWN OF BARNSTABLE LOCATION SEWAGE # %j-y VII-CAGE ASSESSOR'S MAP & LOT�4?S -RgSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) =.L ,,' (size) -'J s-.1 NO.OF BEDROOMS BUILDER OR.OWNE� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ' - i 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 i r l TOWN OF BARNSTABLE /�jG � r�d� kgj A� SEWAGE # —7d—y LOr�TION , VILLAGE-, L,441011G ASSESSOR'S MAP& LOT,2�- - NSTALLER'&NAME&PHONE NO. SEPTIC TANK CAPACITY o"i" GkG LEACHING FACILITY: (type) (size) NO.OF BEDROOMMS--� BUILDER OR,O�WNER �e)4441/ PERMIT DATE 40/11 COMPLIANCE DATE: Separation Distance Between the: ' p � t:�•. ` ' / Maximum Adjusted Groundwater Table to the$ottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist ,/ on site or within 200 feet of leaching facility) /A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 6Gl r 79 I q I � I f 1 6 ( i 2y Ve46 i 5rCO Ot DATE t • BAMITrABIA F88t 59. Town of Barnstable REC. BY Board of Health 367 Main Street, Hyannis MA 02601 Office: 508.790-6265 Susan Q Rask,R.S. FAX: 508-790-6304 Sumner Kaufinan,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1236 Craigville Beach Road, Centerville Assessor's Map and Parcel Number: Map 206/Lot 83 Size of Lot: 141F 764 sq,ft. Wetlands Within 300 Ft. Yes _X Subdivision Name: N/A No Business Name: N/A APPLICANT CONTACT PERSON Name: John & Ann Babbitt Name: Edward L. Pesce, P.E. Address: 1236 Craigville Beach Rd. Address: Pesce Engr. P.O. Box 321 Centerville, MA 02632 Osterville, MA 02655 t Phone: 778-6884 Phone: 428-3730 \ FAX: N/A FAX: 428-3730 VARIANCE FROM REGULATION(t,iv Reg.) REASON FOR VARIAN (May attach If more space needed) Part VIII, .Sect. 10.00, 1 .13 The existing cesspool type septic system Installation of Leaching Facility is pray -,PA tr) Inc- ,rpgra(3Pr3 sr) a „pw Title 5 within 100 ft. of a Watercourse (nearby salt marsh) dwellings. The proposed design will move the S.A.S. futher from the wtlands. This project has received approval from the Conservation Commission ' (RDA- nea to ive I determination). /e li (to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected the roe for iireevard modirration renewals,grease t�variance renewals(same ownerneaace only(,oWide - dining variance renewals(same ownerAenee only],and variances to repair failed sewage disposal systems(only if no empansion to the building proposed)) Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ Y PESCE ENGINEERING AND ASSOCIA TES P.O. Box 321 Osterville, MA 02655 Phone/Fax 508-428-3730 November 15, 1999 Mr. Edward F. Barry Town of Barnstable Board of Health V� 367 Main Street Hyannis, MA 02601 Subject: Inspection of Repaired Septic System, 1236 --raigville Beach Roa Dear Ed, I am writing to conform for the record, that I had conducted inspections of the septic system under repair at 1236 Craigville Beach Road (owners: John &Ann Babbitt), 10-12 November, 1999. The septic system was repaired properly, and in accordance with the approved design plans, as revised 26 August 1999. Thank you for your help on this project, and as always, please call if you have any questions. Sincerely, Edward L. Pesce, P.E. piHE Tp� STABLE : Town of Barnstable 7+QA i MASS.39. A,�g' D rEo,9� Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Brian R.Grady,R.S. September 29, 1999 Edward L. Pesce, P.E. Pesce Engineering P.O.Box 321 Osterville, MA 02655 RE: 1236 Craigville Beach Road, Centerville A=206-083 Dear Mr. Pesce, You are granted a variance on behalf of your client, John and Ann Babbitt, to construct an onsite sewage disposal system at 1236 Craigville Beach Road, Centerville. The variance is as follows: • Part VIII, Section 10.00: To construct a soil absorption system 60 feet away from the watercouse (salt marsh), in lieu of the minimum setback distance of 100 feet required. The variance is granted with the following conditions: 1. The designing engineer shall supervise the construction of the septic system and certify in writing to the Board that the system was installed in strict accordance with the submitted plan dated revised August 26, 1999. 2. The existing cesspools shall be either removed or filled in with soil in compliance with Title V, the State Environmental Code. pesce3.doc/q/wp/-k.s. a This variance is granted because the existing cesspools are located within 20 feet of the salt marsh and are in all probability, sitting in the groundwater table. The proposed new septic system would meet all other local and State regulations and would alleviate a source of pollution to the salt marsh. Sincerely yours, usan G. Ras'lc, R.S. Chairperson Board of Health Town of Barnstable pescel doc/q/wp/-k.s. PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 Phone/FAX (508) 428-3730 September 15, 1999 Mr. Thomas A. McKean, Director Town of Barnstable Board Of Health Barnstable Town Hall 367 Main Street Hyannis, MA 02601 SUBJECT: Revised Plans for a.Proposed Septic System at 1236-Craigville-Beach Road, Centerville Dear Tom, Enclosed are 2 copies of revised design plans for the proposed septic system- repair/upgrade at 1236 Craigville Beach Road, Centerville (applicants: John and Ann Babbitt). This design has been modified as follows: • The leaching system has been moved to at least 50 ft. from the edge of wetlands (design.distance is now 60 ft.) • The leaching system has been changed from trenches to a leaching field (no sidewall area included in the calculations) Thank you for your assistance on this project, and please call if you have any questions. Sincerely, Edwar �. Pesce, P.E. cc: Mr. John Babbitt BARNSTABLE ASSESSORS MAP.- 206, LOT 83 ' RES. ZONE: "RDI " PLAN REF 146l21 FLOOD ZONE: 'AIO, EL. = 11. 0' . COMMUNITY PANEL , • 250001 0008 D S - DA TED: 7102192 ASILOT. 82 ELEVATION DATUM.• L `. clralc vllcs-aE.act! !rD STATION M28QQ(L C.S.), EL= 38.548 BEACH a v ( VE__ o�.4. LOCUS MAP f- 60 AL D-BOX� - pAL AL . . G i A o w ,W AS/LOT 83 =' h 1 -r' a -.—=14,764-ISQ F7' i ►ti ,�I� CLSANOAL f/T ' BEDROOM; B D� �Ir & LAND SURVEYING BY- G. zQoo caL. . - I - - e�' ` ,.W '�` YANKEE SURVEY CONSULTANTS - : 3' ";' " --;-�e � P.a BOX 265 EPTIG TANK :. 5 BEDROOM- �s2, 1;- �'� J �� AS/LOT 109 UNIT 1, 40B INDUSTRY ROAD \ '?!1 - MARS7t�NS MILLS, A. 02648 3•:,; PARCEL I i� s"; -, , •qd , -ti p /\ \ .ti PH.(508)428-0055 - FAX(5O8)420-5553 AL AIL FLOOD PLAIN ?p - O '�- ' - ' - 0 46 S•:; / \ \ /�►AL ,1!►c �. •g. w o \ , - AL PROJECT SEPTIC SYSTEM UPGRADE IL �. op —� 'lam �. �I �` 0 �, EXISTING AL 1236 . CRAIG VILLE BEACH ROAD �f.Ey o'►'�' Afo�� cruvour j ' / �� / CESSPOOLS ALAL CEN TER VILLE; MASS. CLEANOUr �o N AL AL IL APPLICANT � o s � JL �h' 61" 0 �'` JOHN A & ANN G BABBITT jo o 00 AL 0 N AL & CESSPOOLS —— i ''� BENCHMARK. �'�c�, — g �~. GRA VEL `. � OF p PESCE ENGINEERING E ASSOCIATES 9t7P OF FV UNDATION . A EL=12.8" �� __ . -DRIVEP.O. BOX 321 NOTES: \�� OF O T RVILLE MA. 2655 c S E O • THE EXISTING WATER LINE TO BARN j1! �`' EDWARD L. yG PH.(508)428-3730 IS TO BE RELOCATED. PESCE AS/LOT 109 CIVIL H • EXISTING CESSPOOLS TO BE No SCALE.• 1 = 20' DATE.• 5-1—99 PUMPED AND FILLED WITH SAND. PARCEL A Af • THIS DESIGN REQUIRES A VARIANCE E REV REV 8-26—99 FROM THE BARNSTABLE B.0.H. FOR SITING A LEACHING FACILITY LESS THAN JOB NO. 51827 SD SHEET 1 OF 2 100' FROM WATERCOURSE (PART VIII, SEC. 10.00,L 13) r - BARNSTABLE Barnstable Health Department Variance Required 1 Part VIII, Section 10.00, 1.13 ` Io; Installation of a Leaching Facility within 100 feet of a watercourse (nearby saltmarsh) f G / EDWARLI PESC E VIL _lk P AS/LOT 82 , �. CRAMILLE BEACH RD. \N o5 BEACH G ,� Opt+ ,As.�h� LOCUS MAP a Al -- �` ASSESSORS MAP. 206, LOT 83 RES. ZONE. "RDI ,yh,�� ����J� .'=::- _- PLAN REF• 146 21 FLOOD ZONE. AIO EL. = 11. 0 48 f _ COMMUNITY PANEL -9 ',v` 250001 0008 D � 4� wow - ;- o - ��: .� �•,'c . . - -?9° '- - ' � AL AL DATED.- 7102192 AL o W W AS/LOT 83 - - - _ -, h � .11 . _ - -- - _ ,� ''�'` A` AL ELEVATION DATUM. Q ARWA=14,7B4_*SQ •� , R1V._- �'" B Q STATION M28QQ(B C.S.), EL.= 38.548' AL j3e,-� '=2 ;3EDROOM_,v I i�. �` AL AL HSE , 12 z0G. 0 :CAL :.,,;=- 9' - I �` 1 ;5 BEDROOM — '% �`?��6 EPT TANK \`J ' T O ,dL ,L ,,L SIL61T log AL 00 ' 1 / \ AL -"�0s: - - - " 46 r 1 AL FLOOD P1.A 1 -�0 � ,.2��.,_,-• °' c 11 6�-°•.<. �� � � AL A,, A AL PROJECT• SEPTIC SYSTEM UPGRADE 010 `f q .410 ` CLEAN ur , 0 $P �� ��` EXISTING AL AL1236 CRAIG VILLE BEACH ROAD. ll% CESSPOOLS Ip 11_ — NHS. 9 , / CENTERVILLE,, MASS. z2. N\ ♦♦ cLEANourAL ,, ®� 5� 0 \\ AL` � � _ — — --- AL AL AL APPLICANT - AL 14 AIL JOHN A & ANN G BABBITT Ip _-- - 0 �. EXIST G \\ 9� AL � AL CESSPO LS c+� a ��,,, AL BE HMARK 9AL �oc�°�_-- GRA VEL TOP FVUNDATION ° DRIVE � m PESCE ENGINEERING E ASSOCIATES .� EL=12.8' �� - Y P.O. BOX 321 OSTERVILLE, MA. 02655 AS�L 109 �'PARCEL A PN.(508)428-3730 NOTES.' LAND SURVEYING BY. SCALE.• 1 " = 20' DATE.• 5-1-99 • THE EXISTING WATER LINE TO BARN YANKEE SURVEY CONSULTANTS IS TO BE RELOCATED.. P.O. BOX 265 REV REV UNIT 4 40B INDUSTRY ROAD • EXISTING CESSPOOLS TO BE MARS7VNS MILLS, MA. 02648 JOB NO. 51827 SD SHEET 1 OF 2 PUMPED AND FILLED WITH SAND. PH.(508)428-0055 - FAX(508)420-5553 's4 EL. = I2.86' 7VP OF FOUNDATION f� 10' MIN. 10' MIN. CONCRETE COVERS 4' SCHEDULE 40 P. VC MIN. PI7L^H 118 PER FT. 2"LAYIsR OF VENT EL= 11.2' c9N0UTE COVER 1/8'-1/2" / ' ♦ / / WASHED S70NE 4" CAST IRON PIPE �. M / ♦ � � � � ♦ ♦ / ♦ ♦ � � ♦ / / ♦MINIMUM ♦ / / EL=11.5 (OR EIQUAL� / � � � ♦ ♦ ♦ � � � � ♦ PI7L'H 1/4 PER FT INVERT INVERT CLEAN SAND .N EL= 11.6' FLOW LINE L=_8_5' s=o.oos INVERT — 1 10" 14" ��y+ ��■�_ M 1' EL= 1L3' MIN. CAI INVERT f LSVOEL °O °O °0 0°00 0 °O ° 0 P ° °°O HOUSE , / c o j „ ° 314" M l-1/2'0° 0 BAf7�Z6 6" SU,1/P ° ° ° o ASHED MNE o ° 8 0 °om ° ' INVERT EL=9 4 INVERT JNVERT o 0 0 0 0 0 =7.1 EL=_9_T EL=8 8-- EL=8 6'-- (7V BE PLACED ON MRV BASE) DISTRIBUTION 4 0' x ee' LEACH TRENCH MECHANICALLY COMPACTED OR'B" OF srom BOX (H-20) INERT 2000 _CAMOAS SOIL ABSORPTION , - 7!7 BE�WATER TESTED 5 O' EL=10 0 -_ SEPTIC TANK tF.MORE THAN ONE ouTLer ,S'YS�T ''11 �,S�AS> PLACE ON 6" SYTONE USGS ADJUSTED HIGH GROUND WATER EL= ' PROFILE. OF OBSERVED STANDING WATER (meas. in 'well) ELEV.-_0.4 BARN 1121199 _ SEWAGE DISPOSAL SYSTEM NOT.10 SCALE OBSERVATION HOLE 1 PERCOLATION RATE __�5 _ MIN./ INCH AT 24"-40" INCHES EL=ll5' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER EL=11.0' 0-6" A L041MY SAND ' DATE OF SOIL TEST 1121199 EL--9.5' 6"24" B MEDIUM SAND 10YR5 B WITNESSED H Y: JERRY DUNNING EL--85' '� 24"-36" C., MEDIUM SAND IOYR716 — GENERAL NOTES ' SOIL TEST DONE BY EDWARD PESCE,, RE C2 MEDIUM SAND 2.5Y7/3 EL=1.5' 36'-120" 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GROUND WATER ENCOUNTERED TITLE 5 AND THE TOWN OF B_A_RN_STA_B_LE___ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO . WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" - DESIGN CALCULA TIONS.' 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN NUMBER OF BEDROOMS . 7 10 FT OF DRIVES OR PARKING AREAS. H-20 .LOADING SHALL BE GARBAGE DISPOSAL . . . . . . . . . NO USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOTAL ESTIMATED FLOW. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTERED IN PLACE. ( _ILO _GAL/BIB/DAY x _ 7_ BIB) 770 GAL/DA Y 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH USE I NEW SEPTIC TANK 2000 GAL DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. INSTALL.' 2- 88' TRENCHES ( WITH 4 ' CRUSHED STONE') 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . • 74 GAL/DAY/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. GAL DA Y 8) PARCEL IS IN FLOOD ZONE _'C'" . TOTAL LEACHING CAPACITY 793.28 / 9) LOT IS SHOWN ON ASSESSORS MAP z_06_ AS PARCEL — 83 SIDEWALL• (88.0' + 4.0) X I' X 2 SIDES)( 74)=272.32 GAL/DA Y 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS. BOTTOM: (88.0' X 4.0)(2 TRENCHES)( 74)=520.96 GAL/TA Y SHEET 2 OF 2 51827 t. EL. = 12.86' TOP OF MUNDA770N 10' MIN. 10' MIN- CONCRETE COVERS 4" SCHEDULE 40 P.VC MIN. PITCH 1/8 PER FT 21LAYER OF VENT EL= 11.2' CONCRETE COVER PERMRATED PIPE 1/8 -112' _ MASHED S7t7NE 4" CAST IRON PIPE Y =11.5' / / � " � ♦ / / / � / , , , , , � / (OR UAL MINIMUM • • • • / / / . , . EL PITCH AUN- 1/4 PER INVERT INVERT CLEAN SAND 9" - L=_8_5 - 6' FLOW LINE 5=0.005 EL _Il 6' 2' a INVERT 1 10" _ IL3' AlIN. . 14" �20'— o 00 1 "oo 0 00 00 00 0 °O° o °mom pOp EL---- INVERT LEVEL o - 3 4" 7t9 1-7%2 0 0 0 0 0 HOUSE INVERT B CAS AFFW EL=9.4' INVERT 6" SUMP INVERT a °o p °p o °�ASHED STt7N1i o 0 8 0 °eom ° _'�'2' EL=9 7' EL=8 8,__ EL=e 6__ 20' x 53' LEACHING FIELD --� (m BE PLACED ON FIRM BASE) DISTRIBUTION MWHANICALLY COYPACMD OR B" OF SMNE BOX (H-20) SOIL ABSORPTION INVERT ZO _GALLONS M BE WATER TESTED EL= 10.0' SEPTIC TANK (H-20) IF MORE THAN ONE OUTLET SYSTEM (SAS) PLACE ON 6" S7VNE USCS ADJUSTED HIGH GROUND WATER EL= ' BARN PROFILE O F OBSERVED STANDING WATER ( 1e21/99 well) ELEV-_0.4' SEWAGE DISPOSAL SYSTEM NOT TO SCALE OBSERVATIO.IV HOLE 1 ELEV-__ 11.5' PERCOLATION RATE _�5 _ MIN./ INCH AT 24"-40" INCHES EL=IL 5' DEPTH HORIZ TEXTURE COLOR MO TT OTHER EL=11.0' 0-6" A LOAMY SAND / DATE OF SOIL TEST 1/21/99 EL=9.5' 6"-24" B ME171UM SAND IOYR5 8 / WITNESSED BY: JERRY DUNNING EL=8.5' 24"-3s" CI MEDIUM SAND IOYR7/6 GENERAL NOTES •w / SOIL TEST DONE BY EDWARD PESCE, RE C2 MEXUM SAND 2.5Y713 EL=1.5' 36"-120" 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO R E.P. GPOUND WATER ENCOUNTERED TITLE 5 AND THE TOWN OF __ BARNSTABLE__ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6 OF FINISHED GRADE, OTHERS WITHIN 12 DESIGN CALCULA TIONS.' 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 7 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN NUMBER OF BEDROOMS . . . . . . . 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE GARBAGE DISPOSAL . . . - . NO rI USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOTAL ESTIMATED FLOW 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL ( _I10 _GAL/BR./DA Y x __7_ BR) 770 GAL/DA Y BE MORTERED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH USE 1 NEW SEPTIC TANK 2000 GAL DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. INSTALL' 20' x 53' LEACHING FIELD ( WITH CRUSHED STONE) 6) UTILITIES SHOWN ARE APPROXIMATE .ONLY, EXCA VATION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-868-344-7233 AT LEAST 72 HOURS SOIL CLASSIFICA TION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . - . . < 5 MIN-/IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. TOTAL LEACHING CAPACITY 784.40 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE__=C" __ 9) LOT IS SHOWN ON ASSESSORS MAP ?Os_ AS PARCEL _83__- BOTTOM AREA: (20.0' X 53.0)(. 74)=784.40 GAL/DAY 10) NO WATER SUPPLY WELL EXISTS WITHIN 150' OF SAS. SHEET 2 OF 2 51827 SDS I . . . : . . I . � .. � .. . . . . . . •� . 1. 2 � . I �.n�n, I. � �. r � . � , � . - �. . I � . . . . � . , . \^�` . ; I I . . 1` I .d ' . , - .. . ;, - - rx I i I . I:I • I . ( �_ t t1. - 1• _ _ - I r x A_ _ . 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