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HomeMy WebLinkAbout0197 ROUTE 149 - Health 197 Route 149 Marst®ns Mills - ��-��� No. f Fee 1-14 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for �Digogar *pztem Construction Permit Application for a Permit to Construct(/)Repair( )Upgrade( )Abandon( ) g?C:omplete System ❑Individual Components Location Address or Lot No. L©7- 3 A T'E /4? Owner's Name,Address and Tel.No. 4a/97 tlA-tST15,vS 1f -M1 (- 7-0,-J PO/"ES Assessor'sMap/Parcel,-y 78 — / S M 1L(_S jO6 i2® j z Z+ i4A Installer's Name,Address,and Tel.No. O S U O 3ff,33 Designer's Name,Address and Tel.No. 5-08 5-40 8805 Type of Building: wel No.of Bedrooms -3 Lot Size sq.ft. Garbage Grinder QJO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .330 gallons per day. Calculated daily flow 4+3. 6 gallons. Plan Date 8-&- 71 Number of sheets 3 Revision Date Title PLar P(r� PA-OP©SeD 140(JSE 4- SUS SU4FAC1E Serk.,AfLe Pls Po loyc S'y�S. Size of Septic Tank /sd Type of S.A.S.63) .SO® GFF(-. C90,M AEAS Description of Soil ®a- i� ®�/0h L,S.�trJD� 9"z4 z,so-k� 4e6Lj&S, 24-36" G 1 Nature of Repairs or Alterations(Answer when applicable) /Velnp C,0d-S7-R UC-r 16 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 t s ern in operation until a Certifi- cate cate,of Compliance has been iss by,this Boar of Healt Signed Dateju Application Approved by Date `" ��'" Application Disapproved for the following reasons Permit No. Date Issued ———————————————————————---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE TIFY, tha the OOT-site Sewage Disposal System Constructed(X )Repaired ( )Upgraded ( ) Abandon ( by �' 4 " at has been constructed 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 be construed as a guarantee that the system will function as designed. Date Inspector No. , _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a P Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIpPrication for Migpogar *pgtem Construction Permit Application for a Permit to Construct(�/)Repair( )Upgrade( )Abandon( ) Ue omplete System ❑Individual Components Location Address or Lot Np. L,07- 3 R T-E 14 9 Owner's Name,Address and Tel.No. l�7 STbr,) Ala 1 L Ta /Q N U M/E 5,� ._ � / Assessor's Map/Parcel '7 8 — 18 1 L LS j0,0 a x ) ZZ 4 �! L1,Aq d 1�1_5 /4a' Installer's Name,Address,and Tel.No. S0g 5 U O y Designer's Name,Address and Tel.No. N C. d Type of Building: welling No.of Bedrooms 3 Lot Size 2 PI 07 1 sq. ft. Garbage Grinder(40) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33 40 gallons per day. Calculated daily flow 4 Af3. 6 gallons. Plan Date 8-6— ?9 Number,of sheets 3 Revision Date �.' Title PLor PLA,J MbPdJE9 ItOUSE 4- Svc SUkFAC-f SHAG 0 P/S Po rpL SYS Size of Septic Tank —Type of S.A.S.�3 ) SOD G A-C.. Description of Soil 0— 9 ©�f} L SA-rJ 0. 9"7-4��B L r Z 4—36" C L S OY 4 G R AUK! r �G /Z O " C. Z F/Nt= S A/ D u Nature of Repairs or Alterations(Answer when applicable) Alte i ConISTR✓CT 16 N s Date last inspected: r:.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 t s em in operation until a Certifi- cate ti cate of Compliance has been is by this Board of Healt /' Signed Date p Application Approved by r Date - Application Disapproved for the following reasons t Permit No. Date Issued —————————------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _ y Certificate of'Compliance 1 THIS IS TO CERTIFY, tha the On-site Sewage Disposal System Constructed (Y )Repaired ( )Upgraded( ) Abandoned( 4by at " has been constructed in accordance with the provisions of Title 5 and the for Disposal System Constructio Permit No, ` ted Installer Designer The is of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No.-- �- —-------------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS �. PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS i Xh5pogal *p5tem Construction Permit Permission is hereby granted to Construct(Repair( )Upgrade )Abandon System located at ;94� 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 peilnit. Date: if t f l n I(\ Approved by i 1 Imo-/ r — oa a , Fi TF 7--11 <:tA� eoe•uo•�io� ®�etom • ' resl.gns ; tMF _--�cr�cev�ceuRr--_: •. ......._-4,�.raM.L.-=�-�>.__ rms �r.....R_— . ' n•u.in•.r ri••r••1•p•.•fr DIV.r.•Isr 1n•• M rx•rr• •ny./.q a rn•N..rx.y mNr• • r . 6 24 ..��...-. 0 • I a I � u:e' r:e" r:u•' r:e-. 4r NO" nr H• ere' (b. 41.. ISCI IYfe wAV _ • a s J C. c I A r' ' .. 609dL•6191 KITCYCN % �'' e-'' a.ep:::.::... • 44 .V.rr.iltG2 �rl•A' I •..� I i � r Ae Arw_—__ � Kwais c1�IM evIIn e 'o -. b esigns r 1 4:e_ CC _.:r.�:.e^Dea":::uI w �I DININ- I . i 4 FOUNDATIOM P1IUJLM•-I.el — --_ •: .. ' _`FIRST_FLOOG PLAN I'A•-1.0'�. —I _ - .E1RST-Ft1riL-B�1V—.� -'I •. Ir giwrnl•a IPT•n•Uawll Ia ec.e m h.rn •1 rM u11.�•I•rnu vu b Ib 1.111 J Public Health Division • Town of Barnstable ,PO Box 534 C Hyannis, Massachusetts 02601 Fax(508)775-3344 Phone(508)790-6265 Lee GRAPHIC SCALE ._ D E S 1 c N so 0 30 80 120 240 s ' v LAND SURVEYING CIVIL IN FEET � LANDSCAPEEERING ARCHITEC7IIRE 1 inch = 60 ft: BSS .Design, Incorporated 164 Katharine Lee Bates Rd \ Falmouth Massachusetts 02540 swQ \ ' ' =• -. 508.5408905 FAX 508.548.8313 0. UAI %P = I' - g0 SEE. SITE PLAN Q L LI �w 16 it � SHEET 2 OF 3 w } 52 h9• i eY4ET ux ti� >� 1" = 20' to 5 1 DEW BK 4882 PC 40 o1r .> -- .0- 0J U N Q 0\ \ KAn1r ASPOEII 1 S.�5'0 0 N \ , \ oEm BK nna Pc 83 1 � 0 w w\ \\ ASSESS LOT 17 5 ,06' E\ _ "A�a �► u � «DEW eK 324 PC asS 2 8•18w OF W O d- J O =7 .28' \\ "o��o Pc 200 � EDwl c� _ J \ �ti \ rn0 Z w Uj, . Nb0�9. \ 5 6,�'53�y�. R� .28' 4�` \\ w I o ;� Q �: z-�.(n 6rO'`L 6.28' ��� d+. \ LOT 1 cs S t ��. {� j .Q M :z OW o0. \ N •36" W ?s. �/ O NLd Ln . . a co o ,9ti ,16�5 P.• E- .� 58'Z�O, 'u► vr v \ 2 $, J Z WQQ Q w LOT it Q a = J "/f susw e MWACjLOT 40• oten eK 3M Pt1 Q0 stole \\ N 1"=60' PROP o�i N �. SF 'A ti S HOUSES O1 (0yOUSF S 0 N� oo date Z. OG ASSESS LOT 22 �� 2� r LOT 2 �2 �s AUGUST 6, 1999 .__ 19.134 SF LOT 3 `� 06. >: a "/f cuttAw,A A could \ ___ ii otu eK 22�eK era :20;0 y� yS �9�, �- SFO drawn a �. o• �0.35 LM P ___ 9.22 checked 0 118.00' EASE ME Vv a N 26 59'12 IN r - Assam for 24-1 ", Job number o \ S 3322'28" E �\ n+orAs s No" 98070 Z LOT 23 \ nr Asstss LAT 24-8 \ DEED SK"M PC 13e title JOSEPII P.F1Et1OwS -KEY MAP 1 OF 3 o drawing number \� e e _ P5 50 c GRAPHIC SCALE BSS BENCHMARK: TOP OF CONCRETE BOUND..�EL- 70.1 zo. ° �° s° ao °0 D E S I G N I- UU1 IN FEET 0 ALA LOT 17 1 inch = 20 tt. SURVEYING gVILND ENGINEERING w 4- s LOT 16 LANDSCAPE ARCHITECTURE * " W 36 , THREE 500-CAL. ! ? LOT 1 �� J 46 LEACHING CHAMBERS ���.�9' LEGEND: BSS Design. Incorporated CA_ W/.3' OF STONE ALL— �6,1 CONCRETE 164 Katharine Lee Bates Rd W RILL H... � Falmouth Massachusetts 02540 - . . - _. . . , y. .. . .. oUND,,.. x 69 PROPOSED SPOT GRADE> ...., soasao.esos FAX'S06 541i6313. . � AROUND dr BETWEEN BOT.'AREA' 10.8 �X',37.5 " "F' S� BOO X 69.50 EXISTING SPOT GRADE c:w -_ - RFSE�P�, ti0 PROPERTY LINE fib` O, ��s•: q• CB■ CONCRETE BOUND w 'O TEST PIT ' 0� 1� ` it -- O =`0 oHw EXISTING OVERHEAD WIRES 0 Z LOT 2 rn O OB3 G EXISTING GAS SERVICE F— X 67.66 w EXISTING WATER MAIN 0 Ld 1500-go% k cO, EXISTING UTILITY POLE W } x 56. S£PAC TANK h �a LOT ACCESS EASEMENT (n _ 68.5 x �' 0 Q U _ o x s9 s �;o� ' 26 , 5%. NOTES: 0 a67.ai D.Q DX ssso 1. LOT No. 3 ROUTE 149 o Q X �� x 3 -?0 1, FIi ��oSF , 2. ASSESSORS No. 78-18 (to become Lot. 3) �' C R, 3 LOT 3. ZONING DISTRICT: VB—A' w J o a A 4. FLOOD ZONE: ZONE. C N = LtJ J 6 fly "`" -' 69.5 x } 5. SPOT GRADE ELEVATIONS ARE BASED ON Z w 7) : °s c`°o L O T Y 3� 9.6° 0 _ AN ASSIGNED ELEVATION, BENCHMARK; Q_ a Z � . � -�= Q� 's.r• �`V TOP OF CONCRETE BOUND, ELEVATION 70.1 —� Us"� Of Z ,2020 1 SFQ� � m � � O O� 69.63 O W (n rya x N c 00 E CD 208.81' --� 79.04' "' 6',gs Q a -r x o, scale a 2 1 OIA. 200 PSI PECD � � OF 1"=20' 2W ~ a) Q ? EDWIIN dote 283.38' COMMON DRIVEWAY Na CA v 1" DIA.W ryoo A AUGUST 6. 1999 IL n LOT 4 CA drown U a c, Qi COMMON DR/WWA Y V) LMP a W S 33'22'28" E checked a LOT 24=9 job number CD 98070 Ln LD _ . title z - - p. SITE PLAN 3 ' 2 OF 3 • _ drawing number <.. P5-50 PROFILE IS NOT TO SCALE t FF ELEV. 71.50 SEE SITE PLAN FOR ACTUAL ORIENTATION INSTALL CONCRETE RISER AS - REQUIRED TO BRING COVERS BSS THIN 12" OF FINISH GRADE D E S I G N 69.5 69.3 69.1 68.5 min. 69.0 max minimum 2% slope FINISH GRADE LAND SURVEYING CIVIL ENGINEERING PVC PIPE 67,8 FIRST 2' SHALL LANDSCAPE ARCHITECTURE & FITTINGS 1/4" per (aof BE SET LEVEL 21't CLEAN BACKFILL min, j T1 L " 66.00 } 6• 1/4 per ft. min. 1/4" per ft. min. 66.83 BSS Design, Incorporated CONCRETE 66 98 LIQUID LEVEL FOUNDATION 66 68 io" 14 �',•'f''•' Q= 2 - peastone 164 Katharine Lee Bates Rd 6&3 .f • • . 0 I� � � Falmouth Massachusetts 02540 4' - '• 1!•;;�f: �J .' FAX 506 546 8313' �GB. 66.43 66.20, 'i� .. O O O co 1% + 2• 5085408805 CELLAR FLOOR 64.00 I-•--3' 4'-10" 3'-J WASHED .STONE, . ,� SEE NOTE 3. 15' 10'6" 3' 16" 2 ® 12 Uj CONNECT CHAMBERS TOGETHER w/4" SCH.40 PVC PIPE (1 ® 4') O La F- OF SEPTIC TANK THREE 500 GALLON LEACHING CHAMBERS DISTRIBUTION BOX SOIL ABSORPTION SYSTEM r JEFFf USE 1,500 GALLON AASHTO - H10 PRECAST LEACHING CHAMBER - H10 = [n EUw1N 3 HOLE AASHTO - H10 R PRECAST SEPTIC TANK (DB3) J c► Q W � H DESIGN CRITERIA o W SUBSURFACE SEWAGE DISPOSAL SYSTEM [L cn NUMBER OF BEDROOMS 3 bedrooms N � NOT TO SCALE ` - DESIGN FLOW 110 gpd/brm O w . L) TOTAL DAILY FLOW 330 gpd w Q in GENERAL NOTES CALCULATIONS TEST HOLE DATA � o =} 1. All system components shall be installed in accordance SEPTIC TANK: PERC. RATE: <2 min./inch I U LLJ IVY'. with the State Environmental Code Title V: Minimum TAKEN BY: L. Parr for BSS Desi n Z Q Z L,J'_X Requirements for the Subsurface Disposal of Sanitary DESIGN FOR USE WITHOUT GARBAGE GRINDER Y 9 q P Y WITNESSED BY: Ed Barry, Barnstable Health Dept. Q ~ Sewage, and an local rules which may be applicable. 330 gal/day x 200� = 660 gal/day Y P • �- - g y y PP 1,500 gal TANK MINIMUM REQUIRED DATE: July 22, 1999 Q_ N o � o Z + CD 2. The Barnstable Health Department & BSS Design Engineer, 1,500 0l H10 SEPTIC TANK PROVIDED m must be notified when -the system is installed, and prior - g No groundwater was encountered � ._ p rn ~ �- to bockfilling for inspection. Cr M to m 3. The stone around the leaching chambers shall consist of washed SOIL LOGS O_ o a of Q F- R; stone ranging from 3/4 to 1-1/2 inches in size and be free SOIL ABSORPTION SYSTEM: TH 1 TH 2 ZQ a = OO M LO of iron, fines, and dust in place. The stone shall be covered # # with at least a 2 inch layer of washed stone ranging from 3-500 GALLON LEACHING CHAMBERS 69.0 0 69.4 0 scale cn 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. END TO END, 3' APART, WITH CONNECTOR O/A L.SAND O/A L. SAND NOT TO SCALE a in place. PIPES BETWEEN & 3' STONE ALL-AROUND. 68.3 9" 68.7 8" dote 4. The grade above and adjacent to the leaching facility shall slope B L. SAND B SILTY AUGUST 6, 1999 of least 2% to prevent accumulation of surface water. LEACHING AREA PROVIDED: STATE TITLE V FINE SAND drown 5. Sewer pipe shall be 4" diameter schedule 40 PVC or .equal 670 w/FINES 24" 66.7 32" CD at 1/4" per foot (2%) slope min. SIDEWALL=(2(10.83 )+2(37.5 ))x2.0 x(0.74) C1 L. SAND C F. SAND LMP 6. Flow equalizers shall be installed on the ends of all outlet = 143.1 gal/doy & GRAVEL 36" & GRAVEL che�ke Uj o pipes inside the distribution box. BOTTOM AREA = 10.83' x 37.5' x; (0.74) 7. Contractor shall notify the Engineer if he/she encounters soil = 300.5 gol/doy C2 - FINE job number conditions other than those shown on the soil log. 4 SAND 98070 z TOTAL` LEACHING CAPACITY = 443.6 gol/doy title SSDS DETAILS a f 59.0 120" 59.4 3 OF 3 Cri drawing number �. P5-50