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Home My WebLink About0035 PENELOPE LANE - Health LOT 561 1 ENELOtft LANE,COTUIT A=039.040 I r U U ,j/OTIW TOWN OF BARNSTABLE r C LOCATION C^01— 5-6 SEWAGE# VILLAGE 0T-U a� '' 11 ASSESSOR'S MAP &LOT in l-Y0 INSTALLER'S NAME&PHONE NO. t4%e6le)e 60-'SSE 111 Y/z-9 SEPTIC TANK CAPACITY TM LEACHING FACILITY: (type) �® G&O14'e size) W 31 f N4- NO.OFBEDROOMS UII,DE R OWNER PERMrrDATE: Ct 19k COMPLIANCE DATE: 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) V Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1/ _ 4 s ® A f r �. .. maw No. qR Fee / ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[polication for Migpozal *pgtem Congtructton Vermit Application fora Permit to Construct(� )Repair( )Upgrade( )Abandon( ) `X Complete System ❑Individual Components Location Address or Lot No. Lpf rj Pfh)ELOge LA/ Owner's Name,Address and Tel.No. Assessor's Map/ParcelD cel 'I 9 /,b UIl koberf I1oIZad li d "1 F rae r uP. e�e�.bioQS Installer's Name,Address,and Tel.No. Y F '771— VIR g Designer's Name,Address and Tel.No. roEn4j1kZs-e-- 1KC L4ULa' t5 n.G-1 1,161 A 6 Q n 5 0 d 1 0a1X N63 WEST t7CAAll Type of Building: z� �8 0 Dwelling No.of Bedrooms_ Lot Size��_sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets ONE' Revision Date Title S I TC AiJ Size of Septic Tank 150a Type of S.A.S. l Nr l Ly'Q"( a.S ' I'FOA/C Description of Soil 0'm r A-5 Na122)- Dorj 2q— i3z . me-plum SAN!2 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 by this Board of Health. Sign Date I Application Approved by Date Application Disapproved for the following reasor() Permit No. Date Issued ————— —————————————————————— ————-- -- �C(Z V alb(` l 14Zj v i l TOWN ++ OF BA.RNSTABLE LOCATION L-bT- .5-6 �E�elaOe 1-a.-e— SEWAGE# VILLAGE o-ro r� ASSESSOR'S MAP & LOT 03 -YO INSTALLER'S NAME&PHONE NO. 4%ek Qv CrO��T -) I -`/1 Z$ SEPTIC TANK CAPACITY STDO i LEACHING FACILITY: (type) 3 SOS 9aA r size) lJ 31 r NO.OF BEDROOMS UII.D R OWNER PERMTTDATE: Ci -2 - 99 COMPLIANCE DATE: �t2-�-Y- Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) y Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -- � .- _.� .�._. - - �. - r,-tyres•^ �,« .± •.- ,- `- t ... .. - -•- . . .- � , Now THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Migogal 6potem Con-5tructton Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon.( ) N Complete System ❑Individual Components Location Address or Lot No. L Q-r tj 6` P ENE L0VIF (-N Owner's Name,Address and Tel.No. c�tvl7ab>°rf {f-olzQ� Assessor's Map/Parcel �1 q Ora r ue. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. N1 c ke y (✓O46I ruCt O n 'DF_AArtZst-- MCLC ,L-e-% lit, I N£E�In�G� CR 5 GQ e Q O a L30/x N6 3 w0 f �C&4►S 398-71►o Type of Building: /Dwelling No.of Bedrooms Lot Size z5�sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures V„p./Design Flow S 3 O gallons per day. Calculated daily flow gallons. Plan Date 1$ q$ Number of sheets 0146, Revision Date Title S I TC ANQ S (E Size of Septic Tank I5o Type of S.A.S. lNrl L-rVy BLS ' 1 YOnit a Description of Soil o'2q A 5 Hml �or,) 2q" 13Z." M enj uM SANr ,X a. Nature of Repairs or Alterations(Answer when applicable) ; r � 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. / Sign �/ � p Date� t f Application Approved by _/f Date Application Disapproved for the following reaso Permit No. Date Issued ---------------- THE COMMON�WEA�LTHOF MASSACHUSETTS �. BARNSTABLE; MASSACHUSE SI- THIS IS TO CERTIFY,that the On-site'Sewage Lisp altSyslem Constructed( )Repatred( ) °pgraded( ) Abandoned( )by at /, .- f V °t s nstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer Designer The issuance of this permit shall not a construed as a guarantee that the syste it function as designed. Date - �.. Inspector Li No. ... O V '� Fee THE COMMONW ALTH �MASSACHUSETTS 0 PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Mi!6pozar pgtem Construction Permit Permission is hereby gr nted to n t X ) pair )Upg de( � A a:don,( System located at ovro�� and as described in the above Application for Disposal System Construction Permit.The applicant recogni'es his/her duty to comply with Title 5 and the following local provisions or special conditions. F Provided:Construction ust be c inpleted within three years of the date of e ` it. r Q Date: `� Approved by � r. N ASSESSORS MAP. 39 TEST HOLE LOGS NOTES: PARCEL: 40 1. VERTICAL DATUM. ASSUMED FROM QUAD (NGVD +/-) CURRENT ZONING: RF N ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL V'ATER IS AVAILABLE. Ito BUILDING SETBACKS: WITNESS: JERRY DUNNING 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. LN C� F: 30' S: 15' R: 15' DATE: 8-20-98 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 PERCOLATION RATE: < 2 MINI IN LOADING SPECIFICATIONS. pD - FLOOD ZONE: C 5. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE). TH-1 454 T H-2 47D 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. / 0/A HORIZON ELEV. O/A HORIZON ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE LOAF SAND LOAMY SAND USE OF A GARBAGE DISPOSAL. LOCUS 6" lOYR 2/1 44.5 6" fOYR 2/1 46s S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE i'�ITH THE B HORIZON B HORIZON STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL LOCATION MAP GAMY AND 8D LOT 56 24" 43D 20" � j 45S HEALTH REGULATIONS. C HORIZON C HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR 25,888 + S.F. UTILITIES MEDrUJf s SAND ME2.5Y/s SAND TO CONSTRUCTION. (0.59 ± AC.) �,� 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO �50. 4 EXCEED 3.0'. 50 - - - - - - � ® 132" 34.0 120" 37.0 CAPE & VINEYARD 49 ELECTRIC CO. EASEMENT ` ` \ NO CROUND1fATER ENCOUNTERED (APPROX. LOCATION) _ _ . 'e 48 50. 2 lr� 47 - - ; ' ` , WATER GATE AT SEPTIC SYSTEM DESIGN ` �6y• ` / 50 ELEVATION = 49.7 46 FLOW ESTIMATE: `45 �g j 3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY 14' � � � `'`r 49. 7 to, DECK 50. SEPTIC TANK: ` c 330 GAL/DAY x 2 DAYS = 660 GAL CA � �/ � �''c� PROPOSED USE 1500 GALLON SEPTIC TANK 28' 3 BEDROOM 24' DFELLING LEACHING AREA: GAj •o - i ► 4' I� �d v,,m"tp';'o I 4s. o USE 3 INFILTRATORS (MAXIMIZER CHAMBERS) 1 WITH 4' OF STONE ALL AROUND (30' x 11' x 2' DEEP) rh ' PROPOSED DrELLING S some- % I I- - ��, UTILITY SIDE AREA: 30 + 11)2 x 2 = 164 SF (.74) = 121_ GAL/DAY BOTTOM AREA: 30' x 11' = 330 SF (74) = 244 CAL/DAY CAPACITY =365 GAL/DAY SEPTIC SYSTEM SECTION 48 2" PEASTONE COVERS WITHIN 12" OF 3 4" - 1 1 2" _ _ _ _ 48.5 FINISHED GRADE 1 ' ` . 47 WASHED STONE \ � �TOP OF FOUNDATION 44 N� � I ELEV. 43.5 I 46 43.9 i ELEV. 0 0 44.15 1500 GAL D-BOX 43.65 ._ o 41.0 �� ELEV. SEPTIC TANK 43.82 (6" OF ELEV. E4 E ELEV. 3 INFILTRATORS (MAXIMIZER CHAMBERS) 1 45 �, y „ WITH 4' OF STONE ALL AROUND , �� 44.5 (6 OF STONE UNDER OR ELEV. STONE 30' (30' s 1r s z DEEP) 44 ELEV. MECHANICALLY COMPACTED) UNDER) 43.0 3 INFILTRATORS (MAXIMIZER CHAMBERS) TEE SIZES: CAS BAFFLE WITH 4'�OF STONE ALL AROUND INLET: 6" UP, 13" DO7, N AT OUTLET TEE ELEV. (30' x 1f x 2 DEEP) BENCHMARK AT OUTLET: 6" UP, 14" DOWN CONC. BOUND. KEY: ELEV. 43.4' SITE AND SEWAGE PLAN EXISTING CONTOUR: - APPROVED BY: DATE: PROPOSED CONTOUR: ........................•..•.. =1. EXISTING SPOT ELEVATION: 25.5 o PROPOSED SPOT ELEVATION:O �, LOT 56 PENELOPE LANE TEST HOLE: 25 � .,� �'r �: Z '��. COTUIT, MA UTILITY POLE: -¢ No. 3?859- FENCE LINE: ;` ^ 0 o2T PREPARED FOR.- HYDRANT: PATRIOT BUILDERS RETAINING WALL:TREE: DEMAREST-McLELLAN ENGINEERING SCALE: 1"= 30' DATE: 09 18 98 24 SCHOOL STREET P.O. BOX 463 DM98-138 D30F8 WEST DENNIS, MASSACHUSETTS 02670 REFERENCE: LAND COURT CASE #22824D SHEET 1 --f ) PHONE & FAX : (508) 398-7710 THOMAS McLELLAN, P E. JOHN Z. DEMAREST JR., P.L.S.