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HomeMy WebLinkAbout0006 STONEY CLIFF ROAD - Health 6 Stoney Cliff Road Centerville P _ F, A = 189 019 I. Omrford, NO. 1521/3 ORA ;;. 10% I� a i k' :aw!1 u0!;e6l4sanul :a;ea u01;e6!;sanul a;insaa/uaMel suo!;od -asnoq ayj}o ap!s ujnos aqj 6uole (;aadoid aiau} uo do paug useaj 6ulneal osle aae asnoq ay} u! aldoad Aegi -leball! aq Aew uo!}onjIsuoo eqj 1egj pue aq pinogs 1egj aaagj 6u1A!I aldoad aaow aq Aew ajagj 1egj pue juawaseq aqj ui uo 6uio6 uaaq seq 4egj uo!jonjIsuoo jnoge peuiaouoo osle aae saoqu6!au aq 1 -6oq laaaqueao eqj o;u! pegseM 6u!aq sleo!wago aaujo pue;}o-una lu!ed aqj Inoge pawaouoo aae saogg6!au aqi -6oq fiGaaqueao e o}Ixau anll Aagj pue paeA�oeq jiaul ui sa!lddns aagjo pue sagsniq j!aul go gsenn pue ssauisnq 6u!lu!ed e umo 1egj aiagj any oqm aldoad aae ajagi :uol;d!aasea ;uleldwoa :aagwnN auogdelal :ssaippd snowluoue :aweN s,;ueu!eldwoa :laoaed dew saossessb 3111n2131N3O :a6eII!A PeO�J-4!I0 ALMS 3804S g :aagwnN :aweN ssou!sna SNOUVH OdO ]VO3111 AMOa X alo!:Pd HSI88m 4 '938 108iNOO 3ONVSinN :adA_L 4uleldwoa aa}j!M as!uap :AS ueMel SIV2JVAS3o GIVN00 :ol paaaaION ZO�L� :aagwnN ;uleldwoa OOOZ/C/t- :a;ea AV 00-.17£:0 6 :aw!1 CO-AoN-VO ' sjuieldwo:D 411eOH r� R ECEIV ED , 0VOfBAFASTABLE 2002 TOW DEPTI 0MIC SPECnON CORM-NOT FOR OUI Alkly . F A RECEIVED '= OCT 3 0 2002 TOWN OF BARNSTABLE `C HEALTH DEPT. a �a 6 3 a C.DQ£� • lC�l�fC�2 MAP P i �9 ate Name of vector:kpkase prm s m a PARCEL .._-- Address: aA- Telep e Number: <` g i catoy, dmi I':mv--Per��:y�me--=age wsp�l sys a mis -ess and dw tr--mfiw�rw.M= beeiow:s Z�awe Md e-.-`Pleze 2S a`:he o ; :z�was per� sszsl sy �e�� e iasN. am a DEEP n z�e a m site a ma approved stem"s ctr 3a-�`,to Sect .1s tt�'T�5;=�CT��€� �'�cySEer 3: 0 'Y- P cy passes Fails y a mpy of this T v w me Ape- ,iz €,r{�S�01 yam; ` 3 tfia es s �dais� i€he S Ys s s a ed s e or s a ,vow as> � `�or Qa.Me�� sys?e€-Owta er s afi?s� the.e scrc to ?n a a we of mvmvme .,'�...'' -'ie t�����zd�s to�s .©w�and s�se- G de�s�,.f i:c�e a�Lie sP and Comm-EMS i • "t :� s a ss at`ae tiMit oaf b a ��:De �s w the Sam-Or xi.» s j �, n des�add �� ,:&e's�w pege—M'I I Zs ps-a asp- a ` OFFICIAL WSPECT110 FORM--P Y: S N -SUBSURFACE SAGE DISPOSAL ST PARTA CERT—UTICATION (� S Cl Daft Of bsP=dM: k o b laspeefim -g: erg/ e A- w 1 bawena fima any mkmau maK4-fts Gft T-h--&flux--amerm ammbedM310 R 15-3 (w is s 10 CPAIR 15.304 a Any crit�not eve�—&-k4kzzed i rw_ systam cam:�r� : One or Mme--issem componesm as �M the—,-osd _ "sue-raaneed to be revh�or Answer yes,no wr Linea(YX VDD)in the the feflowiag teeamm-f�t demrmktd,Diem The shetank is mecd md over n- or the sew tmk or=)is s-avcmra&y m8=�&g thm de Mnk,is Mess dta�.-n cM is avwBsbk- Observadas of or bni-� or high vrzbw lcvgi_Z22 the b_�box due zo.tm*m c s obsamcdon isremoved box is'--,�,Dr � -N-DI Main pi*S j a" I Page 3 of 11 0MIa L WSPEMON FORM-NOT FOR VOL Y ASSE SSINMN-rS SUBSURFACE SV.7--W AG—v M-SPEND& SY"-TE- ' SIPE ON-FORM PAK CA' ONN(-cou -) Property LsrA CtK..:idow east-&Wbrequke r eva m by:he board of F l&it o w :_ ii tbe sy is&Ring M Mwea pab6c heal sa=eiy or dn cavivnmem I. Syste a w3ij pass u. i=-award of z.—m%es iu a=-ss are with u CAM i5 I ) systc : roc ks sre _ Cessiml-pnim is vnitbm 50 fed of a sm-fi=waa Cesqvd or privy s v.- 50 gm-L of a 1�:ng or a salt 2. System wM i2ff u,less the$ate e2 Heath d Publk W Supplier,if any)defermine tbat?he S-vsww is —aIn in a nmunrx tb pub uaafth,��y:nd environment: _ 7-he stem has a se c tam aawd Sty ai'3 -:iion s;. (SAS)and M- --SAS is withia 1GG§.-ct of a _€ vr- su^ry a sue_ The system zcs a sep¢ic •t SAS and the SAS is sridtia a:ore 1 of a Public waaer Supply. The sysr=has a sew and SAS and the SAS s S �e»of a�€v'�Water ss��wed _ T'he systimun has a Luc mid SAS and dva&kS is less 100 feet It 50:Q�et or- �Cw a Driva re s =y wept a €xs wed ft.--deftauh=distmce .s sy i weh wa-- lvsis,-c-formed at a DEP�n-fied ubo,Ifior CQ the Presence of and n- n-ttogen is eqwi-to or less tea S ,provided that uo ad= ailme germ are A capy of the ansly-ss m4a use ama-shed to ri-i fozm- ?. Other: It —NOTFOR AddMM � - fo [ �0'1- You sr' ft cgcb ar*z Sar :ptspecdmis- cesspooll . My �� ,5 �or gay Ammvwakm vftes—vam w°`c perry is wiftk WOO A=Ora or zR W a SaRjr-- WMM -Aa-v pardm -- � Amy of a oal a-- s y -sue Be ama--m-si .u—Sis vsZOM pawes ifthe Meg waaar2mvsk - LWle system= a ibe 5, is " ma c s$ r?i&-- orIi OFP-CL4,L AINSPEMOINFORM—NOT FOR VOI SIN-rARY ASSESSb"' TS S: B � 5����� EPOS SYS"€IE E 1110IN F£3� PAR`. 'B c '- Pmparty Addrem � � 6 k9u, 6 c-r7 if fa raid _ Yr m -or�-� e�air ro�?a lees NO K _yy Pttmmg =a c v Provided by tha owner,or--xvam or BOA d.o Heanh !1 Caere WY 3f:te--`---=OMDanemas_pumped oa--in the �cas r Week,3i voltmes of vdc*ai iz�to toe S,S£ iY ewe tom' as 4f- s bmemor 1/ as zte=`any ca-dwe=`Hag u1specred rhir signs o:sewage:;k UP I! ` 'Was the site;mspected;c;signs of bra cm? „( Were s+s rim etsv,exc.- SAS_ acatea o`°s mere the seYdc ks Uncov opemd.and the interior of he wnk lbr:he coaddmn and depth o salm? 1 _ Was the ty a rLer z o~c di dUf e:emt 5v-,-u o -):-ovided with,BII::,_a^c-iim on tb-e p-csp--, --ammn-ce of su�-A=se-wage-d'spos;d Sy -r=si=and 10catim of tb--Soil Abserpfiax S�r.,-,MM 1,--S cm the she bzs bem rie=min ow "es 4/ s. mom_F—example,_Pbla ra he�of Fier. PAIU— it SYSTEM DWORMALIWN c,ti f� 0 add==ha--c a gatw wbmkr or L—dryt /VL z f—yes ar n> C _ -IRSA 1 zry preseat tples i10JCla�OfVaV�F'• J' y z � ceswood _off bwapadvibfAkemadve uuchmlogy,-Amackap ccpr,of-,*C==wa avemdon and a2ksmmcc comr=Ise be i s�asa� `ems "s s at% c s a � `S1FQ I� '2*dtmd ao)w--m'moo :aW-eq 3D zm raffia dm fl3 f73mn 0 41m-r8it5.u v'"'),iseMG _Ss= ,v-=DS :1:00i9mmel f ads--AD _ -t' ,c- .4- "-- M Via'se . Fr."'^•f`A:3.3�o+"2ixa' s',.:�-ems rsc` S�€'Ft• v'�PCs. '�?cd'•.iol-w Paz 33 lr3'cz-nlx�i 2RdI$'L@ w)S1=a -TToo L 30 M=Oq t IMg ZMEMO Q :aa---r-to aa; o-no ?,i3 as s jo UM9a � a---�s .a te .(c�=a=0 san)aouftdwo��o a� D�a Xq va�-uw a�s :aU 1 .1 lz Si� € so3 ,s01^"3_ t^�` ,t`sS ss �t3 tiT�"L+Lf ate-'.F— '3 -0 Traft fi :)Aj Olv wo aq (mod=s uo a &3S 5- > ll OW?4 Qj,S 9 :smip*v 4miala SuRsu'-R--A& -INTAGE DISPO&AL SYSTEMMIOEC- 0--N.- FOAM Pam. T C -erty Address: LA�Q- r of inspetfias_ D-� vw Vim: iT' zLi t met- ib �.gr- lavr,. Al 13-a---o 'ii pXwm-`-v.":m oz eue—i ? _:k.�`site u ,2 .e t S t r O ' {..yes or mo,_ comm.,e=tom.€'i'CG of mmm€mmmb--t�. OFFICIAL rNSPECTION FORM-NOT VOLE €Y ASSE' W-N -,&SUR A AGE D 'o—qA.S V- EM SPECT-10 FOR PART C. SY-STF----* ORON(xadm� Proqw�-- ddress: _� owner: L--xfp o3bkvecdow SOIL _ if SAS n*c bmaxed emPAak TV-Pe leachio.g.pims,mmber 'caching k8ching uvnchestl nambtm>Imek fit' yl X lf-Ka overflorw cesspooL w ovativ --xnzd..--'SVS - tee L'oamn.--.Is(nom con&dmof SOIL signs 4aay&zuLv bAxe,leyell of m,,- damr,soil s =tiara of v;ge.:on, ezc-s- a ctat V, 8 (o t 0- C a ar 4 (chi==be-pmcgved as p of iamp�-o j{ a c s.3e a'a t h o -soUm aver: ^ Depm osm= DL3mrsiions ofceSspoo=' / co ems(tee -afSOd,s-Ms OlfhaN*-a--UC€-A=c,3 e?V006 &cOx--Mon?of v or_mc.): l3-VY: (IC-cm or.Sim?lan) -->iais or constractiom Depth of soL,&- w^i_ Ls soa.S-ps of iaE lei oswx+.—_- =w=m 4i' o'l,em) I Nmleast ova -ae � s : ro �v r age la Of-I ISR�' URFA A GE MSP0SA s SIM LN` E oNz FOR'PA P A 6.RT C SYSTEM I RMATI TN-(r --10 m e Dale of bspediot: ® _r SITE KW s T w _s- roD Please ma=ft( ;a11 moods zMed to dewrmme'it,- M W� Obmmed ft.—Sys ?ems on re=d -If c: .. ,aaw Plan : Observed snee€:i3m =yw F3oK. ci feets�F c�C Sy Accessed USG -exViai:I: fou mm desc how,y;;� isl=_spec fhe h grou water elevation C. is_ TOWN OF BARNSTABLE �► LOCATION -63 e SEWAGE# � VILLAGE IN, (J ASSESSOR'S MAP &LOT r e INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY .4Sb o C LEACHING FACILITY: (type) T h-fk) (size) y/ X / NO.OF BEDROOMS BUILDER OR OWNER �-- PERMTTDATE: i q`1 COMPLIANCE DATE: 7 - ', 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 L c zk doh �V No. Fee—P-0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Diq;pogal *pztem Construction permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 6. Stone Cliff Road, Centerville, MA Michael R. Healy (508) 394-9687 Assessor'sMl P p/ParcelMa 189 Parcels 019 & 020 60 Captain Noyes Rd. , S. Yarmouth, MA 02664 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ron's Excavating, Inc. (508) 477-0177 Baxter & Nye, Inc. (508) 428-9131 P.O. Box 1167 Mashpee, MA 02649 812 Main St. , Osterville, MA 02655 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 35,239 sq.ft. Garbage Grinder trio ) Other Type of Building N/A No.of Persons Showers( ) Cafeteria( ) Other Fixtures N/A Design Flow 3 X 110 gallons per day. Calculated daily flow 330 gallons. Plan Date 3 4 9 7 Number of sheets 1 Revision Date 4/3 0/9 7 — latest Title site plan at 6 Stoney Cliff Rd. , Centerville, MA for Michael Heal Size of Septic Tank 1,500 gallons Type of S.A.S. 1 1 ' X 411 1 aching f i P l d Description of Soil TH#1: 0'-7" 0; 7"-16" A; 16"-32" B; 32"-120" C; no ground water at 120". TH#2: Similar profile — ground water at 116". Nature of Repairs or Alterations(Answer when applicable) N/A 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 th's B ar of Health. Signed t e Date Application Approved by ® .Date Application Disapproved for the following reaso Permit No. Date Issued {:� .« "& ,yam` t�v V No. t mot =-- � ''.,. ! ' Fee V (Entered n com uter: w THE COMMONWEALTH OF-MASSACHUSETTS P Yes PUBLIC-.HEALTH DIVISION TOWN OF 6ARNSTABLE., MASSACHUSETTS Zipplicatton for -Mt!' aal.*potem towaruction_Vermit Application for a Permit to Construct( X)Repair( )Upgrade( )Abandon'(' ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 6 Stonev C1l"ff Road, Centerville, MA Michael R. Healy (508) 394-9687 Assessor's Ma /PazcelMap• 189 Parcels 019 & 020 60 Captain Noyes Rd. , S. Yarmouth,. MA -02 64k Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ron's Excavating, Inc. (508) 477-0177 Baxter & Nye, Inc. (508) 428-9131 P.O. Box 1167 Mashpee, MA 02649 812 Main St. , Osterville, MA 02655 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 35,239 sq. ft. Garbage Grinder(no) Y f Other Type of Building N/A No.of Persbns Showers(, -) Cafeteria( ) Other Fixtures N/AE Design Flow 3 X 110 gallons per day. Calculated daily flow 330 gallons. Plan Date 3 4 97_ Number of sheets 1 Revision Date 4/30/97 - latest Title site plan at 6 Stoney Cliff Rd. , Centerville, MA for Michael Healy Size of Septic Tank 1.500 gallons Type of S.A.S. 11' X 41' leaching fi a d Description of Soil TH#I: 0'-7" 0; 7"-16" 16"-32" B• 32"-IZ ' C• no p �; , , , ground water at 120". TH#2: Similar profi$e - ground water at 1161%-1 ' R..y Nature of Repairs or Alterations Answer when applicable) N/A Date last inspected:i r i 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 Certifl- cate of Compliance has been issued by thi Bar f Health. '~ Signed t 6 Date Application Approved by e Date Application Disapproved for the following reasonj�7 Permit No. r Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS certificate of (Compliance THIS IS TO CERTIFY,-that the On-site Sewage Disposal System Constructed(XX)Repaired ( )Upgraded( ) Abandoned( )by at 6 Stoney Cliff Road Centerville MA s constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer Ron's Excavating, Inc. Designer Baxteir & Nye4 Inc. The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date '�� Inspector "t. � �-- D------------------------- ---- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC'HEALTH£DIVISION -,.BARNSTABLEs MASSACHUSETTS = - 'Wi0pozaY pztem (Construction Permit Permission is hereby granted to Con truct epair( )U ngrad, Abandon System located at i 1 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 it. Date: " ' Approved by,"" J' TOWN OF BARNSTABLE LOCATION' �' w C / ' SEWAGE # VILLAGE t.Ae1*-, U ASSESSOR'S MAP & LOT—jAf4 INSTALLER'S NAME&PHONE NO. SEPTIC:WANK CAPACITY_ Sb y C� LEACHING FACILITY: (type) T ttRti C (4 (size) V1 X NO.OF BEDROOMS___ BUILDEROR OWNER �f- PERMPTDATE:��r 7'7 COMPLIANCE DATE: Cr ' 5 — 7 i 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. I. 5 4 I 0 �o 441 u') z Z¢ NOTES: r � O � WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER €�EafGN DATA: G x PROPOSED 3-BEDROOM SINGLE FAMILY DWELLING zGRFAT LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. NO GARBAGE GRINDER AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS I` A S RD PROJECT THE CONTRACTOR SHALL FAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND DESIGN FLOW: 3 x 110 GPD = 33Q GPD r - . APPROPRIATE WATER DISTRICT FOR LOCATION DATA. SEPTIC TANK: 330 GPD x 200% Q 660 GPD s ROUTE28 THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE USE 15QQ-GALLON SEPTIC TANK PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED BY THIS PLAN. PER TITLE 5: INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. 330 GPD/0.74/ G/SF/D = 446 SF EFFLUENT LOADING RATE USE 11' x 4l' FIELD/BED WITH (2) 4" DISTRIBUTION LINES ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO DETAIL LEACH FACILITY I LOCUS MAP VEHICULAR TRAFFIC TO BE H-20 LOADING ALL PIPE TO LEACH FIELD TO BE SCHEDULE 40 PVC SOLID FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR PLAN VIEW ALL PIPE IN LEACH FIELD TO BE SCHEDULE 40 PVC PERFORATED SCALE 1- 1 85,000 SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; N. T. S. ASSESSORS TITLE PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE ENDS TO BE CAPPED TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS NO ALLOWANCE FOR SIDE 'ALL AREA MAP 189 PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. TOTAL DESIGN: 451 SF PARCELS 1 & 20 4' 3' REQUIRED: 446 SF REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. ZONES RC & G,P. f3ACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS i 4" SCHED 4Q PERFORATED PVC PIPE (TYPICAL) I P �-• � E FOLLOWS NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE PERCOLATION Aec. LESS THAN 2 MINUTES PER INCH 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, PLACE CAPS AT ENDS�SI C 10% OR LESS TO PASS No. 100 SIEVE AND '% OR LESS TO PASS No. ,� 1 SOIL GLASS: I 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE I M,INlmUMlS PRIOR TO PLACIPaG ON S':TE. AREA = 43,560 S.F. I FRONTAGE = 20` . WIDTH 100' FRONT SETBACK = 20' SIDE SETBACKS = 10' REAR SETBACK = 10' BUILDING HEIGHT = 30' i USE 11' x 41' LEACHING BED/FIELD LOG OF SOIL EVALUATION - NOT TO SCALE (2) 4" DIAMETER DISTRIBUTION LINES REMOVE UNSUITABLE NIATERI'L FROM BENEATH SYSTEM IF ENCOUNTERED DATE: 03-19-96 OVERDIG 1' INTO IE010I4 SAND LAYER LICENSED SOIL EVALUATOR: BAXTER & NYE, INC. (ELLIS) BACKFILL WITH CLEAN MEDIUM S, ID PER 310 CMR 15.002 ! R. 0• H•: EE WARD F. BARRY k BAD<HOE: SHORELINE CGNSIRE.)CIION, INC FND EL - 35.0' PCC RISER P-8663 TEST HOLE #1 F. G. EL = 34> F. G. EL = 34' ELO=_3�6' Oi DECOMPOSED TEST HOLE 2 35.3' FOREST DEBRIS EL = 31.1' -- 2" 1/8--1/2- STONE 4" 7" 34.9' Oz 30.8' 0 - 4 " FINE SAND 30.1' 4" - 12' 4 SG. 40 �� _} 7" - 16" A LOAMY r<< 32.0° �31. 1500-GAL I 34.2' SEPTIC TANK 31.4' 31.0' 13 4"-1 1/2" DOUBLE WASHED STONE 16' - 32" B COARSE SAND/GRAVEL 12" - 22" 31.6' 32.9' 29.3' -------------- 31.2' �! 32" - 41" Cl FINE SAND 22" - 36' BEDDING AS END PIPE EL = 30.8' 32 1' 28.1' ca i 41" - 51" C2 FINE SAND 36" - 60" PER Ti TLE 5 1t' , BOTTOM EL = 30.0' Rr 1.3' C3 FINE SAND 26.1' ' 51" - 96' EL = 24.4' 66" i9l, PC- 23.$' 6Q' - 96' S' 4' 2.5' 7.5' _ 96" - 120" C4 MEDIUM SAND " 10' 10.5, i 3.0' GR WiR CORR o 25 6' GROUND WATER C3 96" - t16 SDW 252/ZONE D/03-1996 r,7 EL = 25.6' NO WATER 21,4 116" EL = 21.4' GROUND WATER i e j FINISH GRADE NOT TO SCALE QADD 1/8' - 1/2' STONE AS REQUIRED MAY BE REPLACED WITH � TO MEET 3-FOOT MAXIMUM !NSITCJ MATERIAL � 4' FERF SC�-#EQ 40 PVC ` IF EI4:QUNTERED REMOVE T P.C. NAIL / UNSUITABLE MATERIAL TO INSURE THE 2' OF 3/4" - 1 t/2" REMOVE UNS:)I TABLE MATERIAL 49`5� f SIi` EWALL AREA OF SYSTEM IS IN 1 FOR 5-FEEi (SEE NOTES) -� -- CLEAN MEDIUM SAND OR FILL PER STONE NHS` oOB`SS` 310 CIVIR 15.201 - 15.293 4' 3' 4' 5' 1 t' 5' 21 / C.B. DETAIL RaTY � '� END SECTION ` ® � 3 / N. T. S. J y Q� Q 6 � PEEL 1 4. 22,478 S. F. 0.52 Acres UPLAND 12,761 S. F. - 0.29 Acres W�TLAND 35 23a S.. F. - 0.81 Acres TOTAL 25' { CATCH BASIN ma's" 1 R., ( �t� �,, QO 6 ° 10 B o G ,y f - Dg d WATER EL = 22.5' EDGE OF WATER - 4-15-199757 Q6,2Q V rn I to C� 1 BAXTER & NYE, INC. C` I !1 to \`' ,�9 09F` `s0` STrC SET � /� -� o z 2 'yt O- eU�,F EL = 25.83' 14' PIPE (ALUMINUM) rn 1cn ! tt Q <� E'R INVERT EL = 21.1 �0 p 22' Q cu w 21.9 PIPE 23.7 7y ¢ W `�� o o ` `�v INVERT EL = 20.9` �s 0' ` 2 .� 14' PIPE (ALUMINUM) ' Q ` t 22 . 2 2 INVERT EL = 21.0' € PPOPOS ¢ Q ,�2 Q // D EcD e1 2 p _ ` G'ULVERT a Y�WA �� z � �jC c'o_ �� b� ` j INVERT EL = 20.6' PROPOSED / P 0 N D WATERLINE / f �6% 23.6 / p �-���• // / 4 s} WA;_R EL = 23.7' C.B. 21.$ 21.3 AL TBM ® PK NAIL Cp. EL 29.09' 20.6 �� / OF ��• WETLAND DELINEATION BY \�� "_6 FUGRO EAST, INC. 01-29-1996 vj O S� 20.7 � /\ STANDING WATER 20.8-3 FIELD LOCATION: APRIL 15, 1997 \ f 3� WATER ELEVATION = 20.7' 1! 50' BUFF BRB jo , �` - --2 AIL AL 2p �R�'lN l�'% L A-t 20.7 0 ©NE EDGE OF WATER - 4-15-1997 �2 p O�TFR BAXTER & NYE, INC. 5��� �� S•�PC 2 S I T E P L A N S AT 24' PIPE Q�' T - INVERT EL = 18.80' S €ONY CLIP � � C N PMLLE, ASS. / FOR I L EALY NOTE PLAN REVISIONS BELOW LEFT J REVISION BLOCK DRAFT P.E. P.L.S. ', SCALE: 1" � 20' , 1997 BAXTER &� NYE, INC. \'_WAI EL = 20.6' 812 MAIN STREET 3. 4-30-97 WORK UMIT/FG PER CONS COMM )Gc �(,) x- 2. 4-2$-97 WORK LIMIT )Q� /� J 1E� � 1$" PIPE OSIERS{LLE, MASS., C�2655 Y 1_ 4-15-97 EDGE RIVER-RIPARIAN OFFSETS ?tip INVERT EL = 1$.9' (508)-428-9131 n "'0 DATE DESCRIP77ON BY BY BY GRAPHIC SCALE 20 o to � � so I' !� till �151r_ a; ' ?� ,r { -__� (b Sid FEET _ STEPREN Z inch = 20 ft. j o L` v ALLY?d ai �a r ` WILSO�! DEED REFERENCE: BOOK 8477 PAGE 135 � 97013 (PPP03.D` G) h:4 a 14 ' i