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HomeMy WebLinkAbout0007 MINTON LANE - Health 7 Minton Lane W. Barnstable 174 007003 C>1cz TOWN OF BARNSTABLE Gt> !� L4a► 2�-_�' LOCkTIONN N i wTuts Lo le SEWAGE # 7-004 °? Z VQ.LAUE "-��-- :- [A ASSES��SttOR'S MAP & LOT I7 -y Q7 ll�- 3 INSTALLER'S NAME&PHONE NO. t�lS" (5v3 S SEPTIC TANK CAPACITY 1 x ` LEACHING FACILRY: (type) 2 (size) NO.OF BEDROOMS e--►N©^Q BUILDER OWNE 1c. - L• PERMITDATE: t0-2-5--O`/ COMPLIANCE DATE: 2 �' 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 j1 on site or within 200 feet of leaching facility) 1199 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facil ty) Feet Furnished by y' ~ 1 r � J ♦M ZZ. � 2V f .. 00M &b6- No. "� � -� s Fee , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �r Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for ;3' pogal 6p5tem Construction Permit Application for a Permit to Construct( epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. r?V7"_\kVW LPL_ Owner's Name,Address and Tel. o. Assessor's Map/Parcel i r)%( Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. a S c-. G:yea Type of Building: Dwelling No.of Bedrooms Lot Size S 6 Sr sq.ft. Garbage Grinder(tip 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 Type of S.A.S. Description of Soil 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 issuedby this Board of Health. Signed Date b— 6-0 Application Approved by Date Application Disapproved for the ollowing ons Permit No. Date Issued -'' ,>� ti. Fee THE COMMONWEALTH OF MASSACHUSETTS -" red in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS f ` 01pplication for M pogaf bpgtem Congtruction Permit Application for a Permit to Construct( V Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual,Components Location Address or Lot No. r7 V k*A%%V00 V>w)L, Owner's Name,Address and Tel.11,jo. Assessor's Map/Parcel (r1 f7—3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �-e ( CIO w se S C,. G Irk -8919 Type of Building: Dwelling No.of Bedrooms_ Lot Size 4%'X.<_ _sq.ft. Garbage Grinder(/✓� Other Type of Buildings-e_• No.of Persons Showers( ) Cafeteria( ) Other Fixtures s Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic'Tank Type of S.A.S. s Description of Soil see- 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 Board of Health. Signea./�Xt �tl t Date Application Approved by Date `•_ Application Disapproved for the following 6*'asonsrl~� V V Permit No. Date IssuedIL --------------------------------------- P THE COMMONWEALTH OF MASSACHUSETTS P d b jllfbo*S BARNSTABLE, MASSACHUSETTS JUrG% A) Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed WrRepaired ( )Upgraded( ) Abandoned( )by e k" (la a W at ett^,b Lc-,.4e. l,7e. has been constructed in a cordance with the provisions of Title 5 and the for Disposal System Construction Permit No. oZ U���' z dated l u� h70 L/ r , Installer eL.-.e 6)0jsI Designer The issuance of thi,V permitsshall not be construed as a guarantee that the sys�m ill f notion as d signed.n Date O I Inspector Gti-v4'✓ /•. t li[ -- - ------------------------ No .._ / Fee X�;) — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwigpogal *pgtem Con$trurtion .permit Permission is hereby granted to Construct( repair( )Upgrade( )Abandon( ) System located at 1) Viek%,. Tow tom. �tZr ry�s t�1n__.. 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: Construct 6n mus,�b}e co pleted within three years of the date of this permit. Date: Approved b , Iy t 4 Town of Barnstable THE, Regulatory Services .. Thomas F. Geiler,birector I sant�€�rasta�, 9 r Public Health Division i0er " . Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Wl, i Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 2Z 2 do 7 Sewage Permit# ZZb 72 Assessor's Map\Parcel Designer: /1j5C G2o✓/��i✓�,_ �_ it Installer: ZG�� _.Cw/►�. L��...NJL Address: ��j9 /!?s1Tiv 5���j✓T0 ZS(D/ Address: 50 k05A2'i L/ff�-_' G✓- Y�2a�ov,�� �'!A OU73. _ j5��i¢i!/N 5 n'l/9 0260/ On c,Q— a,a0� - e .e was issued a permit to install a (date) (' staller) septic system at 7 1*,VTDi1/ LigWZ based on a design drawn by (address) �S.L G✓wdP.%Wl/ .dated.' 27 .D (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the F distribution box and/or septic tank. f t I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. pp o HARK D. ea....c•�.�1aL� � DIN v CIVIL r; (I`nstaller s Signature) No 45s37 ISTE�� �1 ' (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doe �l TOWN OF BARNSTABLE LOCATION 7 "tn�1 LG- � SEWAGE # 9�� d� (VILLAGE I QP\2 Q. Qkk ASSESSOR'S MAP & LOT �y_�-7"u�. INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I LEACHING FACILITY: (ty 5 (size) NO. OF BEDROOMS ,BUILDER OR OWNER TfQ.,2,_k iQ �R`t��tlQS PERMITDATE: 2 I'L9- COMPLIANCE DATE: ' Separation Distance Between the: ,AMaximum 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 j Garaq c Fron4 off' NocJs� Al A2 • ys' Q a • a4 A 3 = 4'7' 0 03 = 3q' A4 . 8a' a C3y , 77� 3 H �+1 ST(V�I�O %1 i k* /o C.2a�► °�� E-}t fl) c� LOCATION Lo - SEWAGE # 29 -2 7 VILLAGE t.1_ RaLrng-1 Sl L ASSESSOR'S MAP & LOT -40 INSTALLER'S NAME&PHONE NO. Bac-101o441 C'ons'f. tl;lT-89aG SEPTIC TANK CAPACITY /So O o a l LEACHING FACILITY: (type) =A4 /,lra►.4c r-T (size) a'Fx 7 9 K yV J. NO.OF BEDROOMS BUILDER OR OWNER PERMPTDATE: ' f�- 9 COMPLIANCE DATE: d2 9—T' 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 Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by F,kr.,c, c Frort4 or Hoosc, AI 3y ' A 13 (31 - o?l A2a4s {3 a - A3 y7" 83 - 3y� A4 ` 8a" a B LI 3 -- S• - � No. ( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIPPYication for ni.5Po!5a1 *pztem Congtruction permit Application for a Permit to Construct( /)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j o r 3 M S N ro A C/J N E Owner's Name,Address and Tel.No. y�2E-srllrE p,ZuvE�TlES Assessor's Map/Parcel s . . -7-7 t o U 3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -7-1 i - 9399 3 yam// Type of Building: Dwelling No.of Bedrooms 3 Lot Size 'y 3,-7`"-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 Revision Date Title Size of Septic Tank /s a U Type of S.A.S. H19 x rr.lL e7X_ tM rL*R�V f,r�j Description of Soil A J 01"" d-r- P 4,t- 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 lace the system in operation until a Certifi- cate P Y P of Compliance has been issued by oard f ealth. JW Signed Date 3 Z S 7 Application Approved by Date Z,lan Application Disapproved for the following reasons F Permit No. '" Date Issued �'' i -.,-L�....n._;,n., -..,,f' •�• •` '"t.l�,r. ,�.#-+ r 'f f""�.""`,. 5..- .,u� �*-L=.,,._ �.. •- ."A*�,-`.�. ��i� >Y"`'=Ya _.t... �.iwtu� '�"',2�-. ..i,. No. t Fee s Entered in computer: -- E t �' ,�HE1,CON IPfQ EALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISIO O�11VIV"O-F,PAR'NST BLE., MASSACHUSETTS Zlpprication for Migoml *p term Couttruction Permit Application for a Permit to Construct( /)Repair( )Upgrade( )Abandon(. ). ❑Complete.System ❑Individual Components Location Address or Lot No. /EMT c�ti Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size 413 '` sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers(._ ) Cafeteria( ) Other Fixtures i Design Flow 33 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date I, Title Size of Septic Tank- /-5 Type of S.A.S. Description,-of Soil z ' 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 1 T + 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 oard of ealth. { Signed V` c L ' ``( G` �-E/ - Y Date '' ' / S'7 Application Approved by d x Date Application Disapproved for the following reasons CZ t-_<"4.4/ j Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance,,, THIS IS TO CE IFY, that the On-site Sewage Disposal System Constructed( Z�rRepaired( )Upgraded( ) Abandoned( )by at -1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No -�' dated y Installer � 4 Designer BlsiR/ ,Z�o `; et The issuance of this ermit sh Anot be construed as a guarantee that the system 1 function as.designeed. Date '� 7 Inspector ——.—————————————————— ——=——— f No. ��- j � K THE COMMONWEALTH OF MASSA6HUSCRIT,§§. , PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS x1h5pont *p!gtem Con!5truction Permit Permission is hereby grantedto Construct( J Repair-( ),Upgrade( ).Abandon i System to ated at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to jk comply with Title 5 and theollowing local ovisions or special conditions. k Provided:Construptiori�hi t be comple('e i n three years of the date of fl e t t art �.. Date: 2I'-i i9 7 "': _ Approved by i I> oil11 Ulf Barlista i Department of Health,Safety,and Environmental Services Public Health Division Date ,5--a:z -9� 367 Main Street,Hyannis MA 01601 Time ley Fee Pd. )a n I, Date Scheduled S" - 9 g Soil Suitability Assessment for Sewage,Disposal MG Performed By: '3>Pk-r11F� Witnessed By:1� A. � � LOCATION GE NE INFORMATIO Owner's Name -g%kc.710L 31w". Location A dress "�' Z (\wr. Mir4mt 1 + i�-T —' I Address W.I5ANiZ /� AA.M\LA,5 : ^n/1 5, WC—'YMOJ"11r), e" ' Assessor's Map/Parcel: k_7 LJ /—7,X 01 4•'1•C. Engineer'°Name �0W?J W IJAJ6"' NEW CONSTRUCTION REPAIR Telephone a 61- , LA 5L fl Lend Use /�rt� Slopes(%) O_ to Surface Stones Distances from: Open Water Body R Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes dt perc tests,locate wetlands In proximity to hots1. L A N F_ 20 SMN-T s 1 � � I ✓ �1 4I '� • 116 ,1-i - Parent material(geologic) M 5�ND. tA6V4L_1e `°'1IFIS•Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping ftom Pit Face Estimated Seasonal High Groundwater . ..... .... ........ DE TERMINATION FOR SEASONAL:HIGH WATER TA LE Method Used: In. Depth to soil mottles: �^ In. Depth Observed standing in obs.hole: In. Groundwater Adjustment ft• Depth to weeping from side of obs.hole: r-- Index Well a___•_•_ -Reading Date: index Well level•••_r— Adj.factor Adj.Groundwater Level PERCOI;ATION'I'EST'<'< ;,<:'tirte`'� ' rme: r� Observation Time at 9" Hole a -me 40 r r Time et 6". Depth of Perc Start Pre-soak Time @ Time(9"76") End Pre-soak Rate Min./inch L2 9Mivl�ly� Site Suitability Assessment: Site Passed Site Failed: Additional Testing.Needed(Y"_/41/ Original: Public stealth Division Observation Hole Data To Be Completed on Back—� Copy: Applicant Role# "T 1 hcGii' o1;5L1tVA�rCON 11OLC L00 Sail Othcr Soil Texture Soil Color Mottling (Structure,Stones,noulderts. I)eplh from Soil I lorizun (USDA) (Munsell) Surface(in.) C— �Tr `36—1zi2 i MfF SANS 2_S .. Itole 0 UCCP OBSER ATION 1IOL1; L0vt soil other na noulderei soil ture Sto Soil Texture (Munsell) Mottling (Slruc �. I)epth from Soil Ilorizon .(USDA) Surface(in.) O( L. 3&-1(50 G N� &-r,4DW, PA Vi # . . . . llole ___ �rrp 011SERVATION 11OLC LOO Soil other Soil Texture Soil Color Structure,Stones,Doulderes. Ucpth from SoilIlorizon (USDA) (Munsell) Mottling ( a Surface(in.) lioic# ' llCCI' OI3SI'.IWA1'ION HOLE LUG Soil other Soil•texture soil Color y Motlling (Slntcture,.Slones,Dottideres. Dcpih from Soil I loriron (USDA) (Munsell) • Surface(in.) r ;;loo l�nurRa-< R► Y Above 500 year flood boundary No Yes 'Within 500 year boundary No___ Yes / Within 100 year flood boundary No✓ Yes 11 O rrrin Pervious 111t1lgr1ftl urally occurring pervious material exist In all areas observed throughout the Does at least four feet of nat area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? I certify that on g���,C,tion(e)I have passed the soil evaluator examination approved by the De artment of E and that the above analysis 15.017.performed by me consistent with p ex ertise and exrrrience described in 310 C Ihw rrnuired Ir'' ' I) 40*47 TOWN OF BARNSTABLE LOCATION Loi - '� SEWAGE VILLAGE LA]. GarnS.-lo„Sl c- ASSESSOR'S MAP & LOTZ2 <lib — INSTALLER'S NAME&PHONE NO. Barr olal4l C arisi, ye78'89o76 �? SEPTIC TANK CAPACITY /Soo o a l LEACHING FACILITY: (type) =AAr,*/-Jra.4o rs (size) a 0x 7 '. >9%r Vq' NO.OF BEDROOMS 15 BUILDER OR OWNER �r CS-};oT�reRcr-Iic_S PERMIT DATE:- 3 9 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Garacl c F'ron4 or Ncvsc AI = 3y ` A p (31 a� A2 • ys' (3:2 aG. A3 = 47� Q3 = 3y' , Aq - SA, Q y - 7'7' 3 H SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P#8848 N0. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS 1 15' TEST PIT j- TEST PIT 92- NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, rINISHED GRADE o0 0 0 00 0 0 0 ° o ° 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. 96.3 GRD. EL. 96.9 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. ° o 0 0 0 0 0 0 0 0 0 0 00 o 0 o 0 TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE �'`- 2' WALLS o 0 I EST. HIGH GW. N A EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING I NOTES: o T UNLESS UNDER PAVEMENT, DRIVES OR COVER ° 2 UNITS ° TRAVELED WAYS, WHEREIN H-20 LOADING y ,a .o;,a„�o;,� ;,a,;, 1. DIST. BOX TO WITHSTAND H-10 LOADING HIGH DENSITY 00 50" 12' 0' Q SHALL APPLY. PW IA w 0 UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC o POLYETHYLENE INFILTRATOR 3050 ° 2" 2" 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES T TRAVELED WAYS WHEREIN H-20 LOADING PIPE °o °o CONSTRUCTION SHALL BE WATERTIGHT. 1 t o 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000,000,00 0 0 0 0 0 0 0 0 A' A W/ METAL HANDLES BROUGHT --r 15" SHALL APPLY. 0 0 0 0 o 0 0 0 0 0 SANDY LOAM SANDY LOAM 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 7.5 YR 4/2 6" 7.5 YR 4/2 6" MORTAR. TEE TO BE UNDER 1 IN. 6' 5,5' OUTLETS 8" l 2 PROVIDE INLET TI=E OR BAFFLE WHERE I' - 19, GENERAL NOTES: M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND E3 B 3• •� •� ,�� L " IN PUMPED SYSTEM. PLAN �1EW - LEACHING CHAMBERS DI SAL FACILITY OF HE SEWAGE LOAMY SAD LOAMY SAD RAISE M.H W/•. 2 3. FIRST T11V0 FEET OF PIPE OUT OF DIST. 4" EOTTOM ON LEVEL LOAM & SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AND BOX TO BE LAID LEVEL. MATERIALS SHALL CONFORM TO MASS. 10 YR 5 $ 10 YR 58 10'-6" SEWER BRICK e. -e, - • STABLE BASE 6" MIN. 3/4" TO P 34" 34" r'= = • -' 1 1/2" CRUSHED , " " DE. TITLE 5 AND LOCAL BOARD 10'-0" & MORTAR • ;d CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. COMPACTED [ILL 36 MAXIMUM 12 MINIM M EL = 93.5 EL = 94.1 12 OF HEALTH REGULATIONS. N M A CONSTRUCTION SHALL BE WATERTIGHT. �e 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. c o°c o°cpoo° �Oo 000°o°0 3". LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE PRECAST SEPTIC TANK :; 10" 14" T pQ i HIGHISITY O 00 0 40 OR EQUAL. .� INLET TEE �� 5'-1" 30 1/2" 30" 24" Ou OQ POLYETHYLENE ENE QDEISO Op O 4. THERE ARE NO KNOWN PRIVATE WELLS EFFEC. 00 INFILTRATOR 3050 O O LOCATED WITHIN 150 FT. OF THE - C ' " * • O 0 0 0PROPOSED LEACHING FACILITY NOR C C _ 5-2 4-6 n¢r LEACHING p 4-0 MIN. e�►+o aw 15 1/2 DEPTH 0 0 O AN KNOWN WELLS PROPOSED WITHIN " ? =' LIQUID DEPTH y- 1 CHAMBER O 150' OF ANY KNOWN LEACHING FACILITY. MED./FINE MED./FINE 5-e - PRCAST DIST. SAND SAND 5 Y 7/4 5 Y 7/4 I " " . " 3/4' - 1 1/2" N ?} a BOX 5. WITHIN LIMIT OF EXCAVATION REMOVE INDICATES 12 0" 132" �_ ESTIMATED 7 =�==' e•:'�,,4,:• •=d 47 50 47 ALL TOPSOIL, SUBSOIL AND OTHER WASHED STONE EL = 86.3 EL = 85.9 _ SEASONAL HIGH '` BOTTOM ON LEVEL STABLE BASE 3" �-- 12' IMPERVIOUS MATERIAL. GROUND WATER PLAN VIEW " • '7 1/ 6. REPLACE WITH CLEAN WASHED SAND DATE. DATE: 6 MIN. 3/4 TO E OR OTHER CLEAN GRANULAR SOILS 1-16-97 1-16-97 INDICATES CROSS-SECTION VIEW PUN vlEw 1 1/2" STONE CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING TEST BY: TEST BY: �_ OBSERVED - GROUND WATER 1 101.7 � SIEVE1 X (MAX) WT. SHALL DOWN CAPE ENG. DOWN CAPE ENG. PASS No. 50 SIEVE WITNESSED BY: WITNESSED BY: X\01.6 \ \ M <10 X OF N100 SIEVE SHALL T. DUNNING T. DUNNING INDICATES \\ /Q DESIGN CRITERIA. PERC. \�\J \ s <5 R OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST \\ 01 9 \ C,1 DESIGN FLOW: PASS No. 200 )/ / UNIFORMITY COEFFICIENT O No. 4 - MIN./INCH -2 MIN./INCH 1 \� UP V/ - INDICATES �� 102.�x C GARAGE BATHROOM MIN DESIGN 220 SIEVE </ 6.0 SOIL EVALUATOR SOIL EVALUATOR FO 1 7. EXISTING UTILITIES WHERE SHOWN UNSUITABLE /• GF D. OJALA D. OJALA MATERIAL - OF\ R O� \ \ 02.4 A O C IN THE DRAWINGS ARE APPROXIMATE_ 1 r• q \ ,Q U/ THE CONTRACTOR SHALL BE RESPON SOIL CLASS: SOIL CLASS: .�CONCRE ,1' REQUIRED SEPTIC TANK: I � � O )-loo-oBIBLE FOR PROPERLY LOCATING AND 1 1 POST 103.4 X COORDINATING THE PROPOSED CON- GAS*' MASSACHUSETTS 220 X 200% = 440 GAL. L.T.A.R. L.T.A.R. MARKER HIGHWAY BOUND AL. AND THEAPPLICABLEWUTITILITY-SAFE i ,,�.� SEPTIC TANK PROVIDED: = 1500 G 0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. COICRZT� ` 103.5 FOUND AND HELD /�00 COMPANY AND MAINTAINING THE PO'T EXISTING UTILITY SYSTEM IN SERVICE. �-- DIG-SAFE SHALL BE NOTIFIED PER / / �� �� __, SIZE OF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTS DATUM: �•� / � �\ 6 STATUTE CHAPTER 82, SECTION 409 roses\ \U 105.3 DESIGN PERC. RATE: <2 MIN./ INCH AT TEL 1-888-344-7233. THE VERTICAL DATUM: ASSUMED 1 74 G.P.D S.F. ENGINEER DOES NOT GUARANTEE \ DRIVEWA / 1 �`� \� \ � LONG TERM APPL. RATE 0. STONE / THEIR ACCURACY OR THAT ALL BENCH MARK USED: TAG BOLT ON HYDRANT �! S � .6 � � �- UTILITIES AND SUBSURFACE STRUCTURES ELEVATION 103.00 I � �.� = _ ��� 31 / // o 44 �' ��� lae� 220 GPD + 0.74 GPD/SF = 298S.F, ELEVATIONS�OF UDEXRGRouNo UTILITIES POSED TAKEN�� ��r� TAKEN FROM RECORD PLANS. THE ! rq�,`_ CONTRACTOR SHALL VERIFY SIZE, PROFILE: NOT TO SCALE CO _j2 1 �N ' SEP° TANK I C�B \ LOCATION AND INVERTS OF U11UTIES SIZE OF LEACHING FACILITY PROVIDED: .� AND STRUCTURES AS REQUIRED PRIOR GARAGE - 96 0 USE HIGH DENSITY POLYETHYLENE TO THE START OF CONSTRUCTION. TOP SUB FIRST PIPE LENGTH o 0 1 1 TOS-103.9 1 �< 2?44' LEACHING CHAMBERS(2 UNITS) 12'X2'X19' CONCRETE COVERS TO WITHIN TO BE SET LEVEL EL.=103.0 6' OF FINISHED GRADE. FOR MIN. 2' I am ` , / 8. THIS SYSTEM IS NOT DESIGNED FOR FINISH GRADE LO-T ' ` M -H 1 J - 97 MASSACHUSETTs SIDEWALL = 2(12 +19 ) X 2 124 THE USE OF A GARBAGE GRINDER. _ - 7.0 n '/ r A GARBAGE GRINDER IS NOT '- 4" PVC SCH 40 ' �QQS -BOX HIGHWAY BOUND R�O2) BOTTOM = 12' X 19' = 285 RECOMMENDED DUE TO RECOGNIZED FOUND AND HELD 44THE -- �" ov - -- - - .,d.-, - .� S. < - IMPACTS TO - LEA,. . ,.. .. co - - FACILITY. -. 52S �" _ -- o F. >4 352 S,F x 0,74 GPD/SF 260Gf�D s. EXITING INVERTS ARE TO BE CHECKED BY _ ` �1' LIMITS OF EXCAVATION . _ _ � 40.5 I I=G 0 // SEE NOTES 5 & 6. THE CONTRACTOR PRIOR TO CONSTRUCTION / THE ENGINEER IS TO BE NOTIFIED OF I-C I=E _ H LO p / l osE6 REMOVE UNSUITABLE SOILS ANY FIELD CHANGES THAT MAY BE 5 OUTLET 1-F BENCHMARK SET v� / \�/ 12')d '�S.A.S. W 5' AROUND (IF ANY) REQUIRED. DIST. e0x 6.1 SEPARATION MIN TOP OF TAG BOLT / r SY M B z SEPTIC TANK . ON FIRE HYDRANT / P OPOSED� Y LOCUS INFORMATION BOTTOM of HOLE ELEV 103.0 ASSUMED X19 J � U ! CONCRETE RESERVEr � BOUNDO / w j • WITH DRILL ' LOT �7 CURRENT OWNER: ROBERT & KATHLEEN GROUP INVERT ELEVATIONS. iHOLE, FOUND 1 4t, 7 5 / S. F. z � TMaF � McDONOUGH AND HELD _0 I I TITLE REFERENCE: DEED BOOK 10862, PAGE 40 657 Main Street, TOP OF SLAB 103.9 A 98.8 CRAIG A. ► (RT. 28) Unit 6 i ECISTIN m FIELD `" ► i W.Yarmouth Massachusetts 4" INVERT AT BUILDING 102.5 B ! SHED 2 N0.38039 I. PLAN REFERENCE: PLAN BOOK 528, PAGE 84 02673 4" INVERT AT SEPTIC TANK (IN) 101.5 C \ /J i 00 '�� : j ASSESSORS MAP: 174 508 778 8919 ►� Ji,wo9j� I PARCEL: 7-3 4 INVERT AT SEPTIC TANK (OUT) 101.25 D •� j PROJECT TITLE: ZONING DISTRICT: R-F 4" INVERT AT DIST. BOX (IN) 94.00 E i �J' / 3 °' „�,2� Oy I SETBACKS: FRONT 30' 4" INVERT AT DIST. BOX (OUT) 93.83 F ` �,, 96., I r oo SIDE 15' BECK N N� REAR 15' SEWAGE DISPOSAL #7 Yo INVERTS AT LEACHING FACILITY: / EXISTING o m MINIMUM LOT SIZE: 43,560 S.F. SYSTEM DESIGN �� DWELLING OVERLAY DISTRICT: AP 4" INVERT AT BEGINNING - I 38. ' `� a i FOR GARAGE OF LEACHING CHAMBER 93.5 G BREAKOUT 94.0 18.9 a NITROGEN SENSITIVE . � I � ( ZONE: NOT A ZONE ii BATHROOM ' ELEVATION AT BOTTOM N /F ` TP#2 TP#1 I RESOURCEOVERLAY DISTRICT: YES " » OF LEACHING CHAMBER 91.5 H PARLEY SYSTEM B I N FEMA FLOOD N NO OBSERVED GROUNDWATER 85.4 J I �,,�,�,� ZONE DISTRICT: C s BOTTOM OF HOLE ( I �+ , LOT 4 �' � #7 l DAVIDA LOCUS PLAN: NO SCALE MINTON LANE cRISPIrN , I v l �. APPROX. CIVIL l� LOCATION No.32112 W. BARNSTABLE OF EXIST.rn " " MA A � I v � a� - . SEPTIC SYSTEM A �►�� � 6 SS CH U SETTS REQUESTED:U ESTED: m I I , .4' 4l "',o C, VARIANCES Q I m F y,� PREPARED FOR: X 5.2 Mr. ROBERT McDONOUGH ! ' LOCUS 7 MINTON LANE NONE I MINTON LN. BARNSTABLE MASSACHUSETTS � A CCU I I N C�Q�C' EqS fMSS \ 1 DATE: JULY 27, 2004 N £NlI I OP COMP. DESIGN: K. HEALY j I 77, ' CHECK: D. CRISPIN a N 8 '04, 2" IN ' PLAN VIEW LANE DRAWN: K. HEALY W FIELD: D. GAZZOLO J. MCcARTIN I - RACE 9 MINTON / 93.7 )r- SCALE: 1' = 30 FEETFILE N0. 8352-SEP.DWG LANE N 89.6 DWG NO. 5333-02 0 15 30 60 FT. JOB NO. 4-8352.00 SHEET 1 OF 1 $. o- i h h - -