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HomeMy WebLinkAbout0046 SEA MEADOW CIRCLE - Health 46 Sea Meadow Circle. R Centerville A=246—236 No. 42101/3 ORA ESSELTE 14iDlo O O O O LOCATION $ EWACE PERMIT NO. �# L1C C/vG/� VILLAGE , I N S T A LLER'S NAME i ADDRESS 4 Jox h 1q, lo;wl�f \ (/`'A/G! 5/; B U I L D E R OR OWNER f �• � r�i,�t >� Ss. DATE PERMIT I SUED DATE COMPLIANCE ISSUED ®oo y t -3 � II JJ / sip 40'-6" 13'-4" 27'-2" ' U cw KITCHEN r U 12'-0"x 10'-9" Lo BEDROOM U) 413'-0"x 14'-11" ° � G c co L., CD ^' Ga L r W art 2668 2668 t A co N 2868 ' c CL T BATH LIVING �M 16'0"x33' 11" :iL 47 x47 80 x47 CD N N DN � v' �CK N 2'-11"x 3 3 HALL 6 4"X 22,co �9 $i .'UNDR� x 6-6" r r {xrw r.. f i4 UP 04 GARAGEco co 13'-0°x 21'-8" LOSEr- 2.=6"x 4'-3" 1� 2668 cu BATH e, 6'-4"x T-T' 7: r 20'-5" 20'-1" 40-6" co LIVING AREA (o LL 1263 sq ft l 40'-6" 3, 13'-6 3/4" 2-4 3/4 13'-4 1/4" 11'-2 1/4" U i m � � O U BEDROOM 1 T-0"x 10'-8" L o '—^0 < MLO N 9 v! W ^ M BEDROOM O r 13'-2"x 17'-2" U 0 1 2668 c: BALCONY V Co L Co 26'-3"x 4'-4" M W co c N 2688 & 2666 `: 04 zo c�) CLOSET BATH 3 Lo 5'-2"x 4'-10" 10 5 x 4 10 (V r 0 f M. ettn 2688 CLOSET cD co 2x19'2" ,t ATTIC ATTIC OPEN BELOW CD 1 '-2"x 3'-9" 3'-8"x 3'-10". 19'-8"x 26'-2" A k z New Closet ATTIC I � �+ ATTIC I 04 5'-7"x 12'-7" 4'-11"x 12'-7" LL l =_ New Window 3040DH 5'-11 1/2" 9'-0 5'-3" 20'-3 1/2" q1 (i►� U CO 0 V a'" r_ LIVING AREA 728 sq ft ti s 9•♦Y'�'.' .� P� n f -- A • '' , 1. . ('w ,k ,� s s r r , a.i:,5,7k {°r�04 ,#'r,,'t •�' �-."`�,k. yr 9' '� + t t , . d Qi- �� a ,� -��; y e _ s ,� T � �,• .. ,y A - •P �y'.5" -. c vl• •. ` r' S t :F - .. "a "+.'`'� {¢w f�:."P�,.�!!+i•'.�.A A .�iy �.`%�S'.''k,.�y-' b ��.i` �'` i" - 3,{f4 ti N-.5' !'. 'r 1 r n' ,b v '`* '♦'" .•-� * t {* ev a ! 4- ' ' �x. , 9 $4 r 3 i, } , `July>17, 1986 i 4t ry. J; , r4. ..!_. .x .>"• ..f' :1 ,r, '. 5. 1 > t,.•-. t.�i{.l "•fit .. ' }. 3 r .s .r k��r f z.. Y�i i)�`• 1��f�,. i �r� "r' t�'' �tg 1.,,�� x ?::� _ ,\i rf. P� t t A P..' '�i?`d�x;�'J!'r a '°'�'3, .r � �.. � {� � = r• 2 ! t -t' ¢t - a, Mr.,Kevin'.:Shearer Lake'Blizabeth Drive `• ' ` < t ^ . ' ' Craigville;r'MA '62632'.. Deax .2vlr. Shearer ` + , « f• ';- �• You are granted' a variance",from rthe Board: of Health Regulation,, concern ing the installation'of On-siter;sewage disposal systems on..�marginal'.lots to install_" a:. 4 F. , - , - x an on-site sewage"disposal system,on L`ot°5; Sea Meadow Circle, West Hyannisport; •with the following conditions f . . y,.+ -.a, y 1. 4 a - '♦ ,, s, 1 T ( he desi 'nin en sneer mu'st•be•on•site "to supervise,g g gthe excavat• r . ion^'of all ±im etvious.material 2 ' , ' '4 a r p 5'ifeet in all,directions of the facility: ^He • must also supervise'the.entire construction'of the septic system and'certify: t `in writing to..the Board rof liealth"that his.design has been strictly'adhereo . g y :to.prior to.the-`issuance•;of a Certificate'of Compliance. `•} 4, f 1 • 5\ TJ ,, (2) `A percolation.test'm t be performed in'the fill material both° before And.,- ^ 3 af ter.,placement rand ahe rate must be less than two minutes per inch: ` 'r5 f,,"C� I t, i - {�,. .as :$ `r .• *• ,, M. � r j+^f .., ,� • - ";'F i t - ,,the, designing engineer observes conditions not meeting Title 'S, of the <; fl =- . •`State- Environmental Code, {or ,the Toivr' of Barnstable''Health Regulations during x the,+constructions of.•'the °on-site system;,tills'work.,must.cease',4ind °- F rt ,,,the.property.'restored-to;its natural state. - f .t .• i'` c •- '4+ ,t;` _ ._•� s ,k::. r ,, w,. ��� •a�...r 'i -,•.t, •y': . :..r, .�' q ,,,; "r-fit"• J `. .y __ Mr =, (4): You , must receive`the approval' 'of the . Conservations .Commission, if ,a nece$SaIy .a • ' _ { a " S f . { F es - ♦ ,�,u x r .r , ` r", c.' .;5~ F4. t x' <It,should be anoted:that a condition of;'appro"val to the Planning Board'from;`the Board- of Health stated`that "The developer shall have recorded on:.the deed that �Y W•; , r,_ �' .'no' .variances from Title 5, �'blinimum.t_Requirements for-the,Subsurface:Disposa ` ; of Sanitary, �Sewage,.''and;_the .Town,of, Barnstable `Health �Regulatione: wih :be �� . �sP j4^granted•on any lot,in this<subdivision:" ..f �:-. ti�P; t.. •Y+ i t. .�.'tP S ,. �'•y. P Y y s:t4•.r ., #.� � a. rt F 2,a a 1,: # �t.•4 f * t{r � ,.`S ,c �i.i .' � rr '• .-i 'a.t.` _ - , "., r y 'G -r•. ^r,• } , . 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' p ._ - .;+'' ,»ak<:�' t x,�J r_d. ♦` �,.,„ly��r ;J.. u�. ,. ; .r r ,yr` � 'tl`I e r �q ,,,,�yy` s�r �s d i .-, • A��{C. 4b � --r ��� •'` 9� ( +T� �«� ,. -y �¢�«`'.� eit-F '�Ci�. -�v.,- w� .'� ''�r.Y•F � t#.:. 4 •[fi " P.r • q n{t "( �A A Rt, r sK . r rM y �. - ♦ •:�,"� r .. f* , t J. ,4.♦ rye,.• Y a'� 7 r - ` � _ is , p ' ' x -- r. .,. � li a - - k f f i .a✓. .}}� a- a a A .� ' T _ - ' x;. a f `• ° -, a ♦ ,,tt'� _ 1- Y r� r ' e � �, n.. V• st ♦ ,..' 4 ,+ ML kovin Shearer r Vi. C n a j.. b 't b,• �f i a L . }.. kr N ._ r � � ;# •i,,, �y ,� .a , M� i t 5 ` `July,-11, 1986 N ti d^ $ •�. r 'Page 2. tS4 tr j+it r� �r:,j'aW t t t�yy4r IS .Q �. ':s � rt a'st ,<Y•� '` x',a ♦ 3a,J:; 4 a f.r, tv it t �av'• r�Y t i Lt �. r *a r r. t .i . '.^ , �'�.{ 7 1 '�` ,.,;5 s�3'+r•#C'j'4 � �4� �y � 9 r�'.x)�x''� A n'. t«. +.i. '+^? +�*� :l•. K Fs• b.. .N • �;va'..k 3 A..� S 1-. .x a �. -a. a ),*� )'yRn .�tFfr A. ]r. ,y ��i, ii 's re •S t v._ Ax Y�, , V d w-� ) } '�.i dvF' a r ♦5: Y ✓ x r +.. { e v �. r4i #W r 14. P' Y �ur"t Mn �tw* rSi.N ( I r. S + ' •-" a b r [ ,p. + tr � ?:+r rt +,::y ����_. � '0•,'5E� r4- . ;; t�'��!a i �� C� It+,, '' 4 »a ' ti^'ct „t e•.' i",r jY', � ` dr. ,• i �.x .� + •; � § � `r,, ` ! , F .- .." f k}t 6a ,»L. )'_� 4 y,'♦„ -'•(t a ; a r 'St a^ •� ;, y '. The .Board,`;,will note`;g arisnce t,-for. Lo '6� ' ° ' Circlr�'� and,""' r� �'r •,':. rapt 'a v , t Sea>'lvieadow e ' "and rya ~:. a T�•r., �. ,;,recoinmendg$'combining this"I t,with"Lot 6.¢ �" � � � • t *•, f r,s)f." k-'u� "�rP t� � � 1•: °'jF� fy�.,t� ) e C, C' �'{^ �,, '.A ♦ i '� r� }� r , . ty Very.tr :your F r , �, � �' ' xYx: r r" •ry '� '; ''k""F}Ri.'7 -SS(.:y Gf �, ! a44 rq ' r),rj„ f#.• f ,l"{r .c j -,pry r rR�. ,f rrr:. 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NAME OF APPLICANT TEL. NO. ADDRESS OF APPLICANT e-l- kC- CL(ZfF23jff7- 1- D2 . c2 fF 1 G U% L MA � I NAME OF OWNER OF PROPERTY .S, /t4 E i SUBDIVISION NAME GUST 1+{-j4, JAJIS f>oa2 E&S%. DATE APPROVED I ASSESSORS MAP AND PARCEL NUMBER 04 C Fd 9-T OF- PA-p-cEts 33-4 31 LOCATION OF REQUEST LOT 5 LE VARIANCE FROM REGULATION (List Regulation) " /AJS7-,+( L_6=1 o is o F d 5 !?r j REASON FOR VARIANCE (May attach letter if more space is needed) 04&)IJ 6 T N1 EST -rp rJj �2�c,�yi�2EM x)'>- O 4 ' A:L ' IEK I d - ABOVE 1416 f->' PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman '. Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE �y�'3f"€� '� 2� q{ ��� Y �r���'�, ��� A��3 4°a `Y' A: �4.iTS•�.��. '+�. :� t" , C�1�'"�� *fi. �C• ey. ram � _ � 1 k pD �' f✓M �~ k y v r_ e AM aa � it ,',tY, 'h �Ar ?' A,SS, -O-C,l E'S - I N'' 2 f_ ;-� F LA �U T H�. M A 7'S.at s y y r s'r ell aIV " aF a Ar } h - s.A - ��.i°R.�' ✓k':� _ � `�y�'`yq�g.p�N��y ; of `»,�, - '�` '.� v HYDROLOGY STUDY OF THE SEA MEADOW CIRCLE DEVELOPMENT HYANNIS, MASSACHUSETTS g•Ya 1 w.✓ Prepared for Low and Weller, Inc. Consulting Engineers Yarmouthport, Massachusetts Prepared by K-V Associates, Inc. 281 Main Street Falmouth, Massachusetts June, 1986 -1- • In June, K-V Associates, Inc. was asked by Low and Weller, Inc. , con- sulting engineers to investigate hydrological conditions on Sea Meadow Circle, in the Centerville-Craigville region of Barnstable. The mean groundwater elevation for the site was estimated to be 8.5 ft above mean sea level, but groundwater elevations behaved rather unsystematic in numerous casings placed across the subdivision. The following describes the results of site invest- igations and identification of the controlling factors. Site Location The Sea Meadow Circle development is located along Graigville Beach Road just east of the beach area. The subdivided region represents the last remaining large parcel of undeveloped land within the watershed of an old abandoned cran- • berry bog region east of Red Lily Pond. The 11 acre region contains some of the bog regions in the northwestern regions of the parcel. The topography is relatively flat, gently sloping towards the bog. The street elevation is 20 feet above mean sea level (MSL) and drops to about 10 feet at the elevation of the bog lands. Soil Conditions The upper elevations of the parcel consist of a slight forest loam cover underlain by medium to fine sand. A tilted deposit of fine sand and clay occurs at 12 feet below the permeable sand deposits and then dips downwards towards the bog region. This probably reflects remnants of an old lake deposit predating the bog development. On the western sides of lots 10 and 19, substantial peaty deposits occur at the surface near the 12 ft MSL elevation. These rich organic deposits extend 1 to 2 feet below the surface containing wetland vegetation. • Groundwater Elevations Static water levels have been observed for some period of time by the con- sulting engineer since August of 1985 when many of the standpipes were installed. —z— •lit a �f a ` p e _ © f t N� lif•at (y..M) ♦lllitl•e • +M'O - . a� • �^ Y n � p m r O rr trr \ y r M. ` 3 rj I� • • t Lh N6 r f � r .y w Y g � •+� �' � .r i y J o y •p�• a rro ° ."j �yy .Y b y • 1�R _; � °+ b i e �' R �p i ; r i 0 a• ' f4ry �tY � o • it .y ie •j * �• Y 1w. �o .y ro °a dy / � •3 •A aq s ara rw T .m! f �'P p•Y l % ' &Y + 1' • °.� J J . o w • °o7i 4 p ^'� +y ( y a o�� .. t roe eat �` ,ir'• yf ?d `.•r 410 oil t bi • -3- The level of water has generally shown a continual decline in elevation from region of 12 feet to 7 feet. During September 1985, the static water levels ranged from 9.8 to 12.0 ft above MSL. Table 1. Example static water levels in observation standpipe during September, 1986 Location Depth from Surface Static Water Projected (ft) (ft) High Water #1 4.5 7.0 9.8 #2 7.5 7.5 9.8 Lot 4 8.5 9.0 12.0 Lot 5 5.5 9.0 12.0 Lot 6 4.5 9.0 11.38 Lot 7 5.0 9.1 11.5 Lot 8 7.0 9.3 11.7 Lot 19 8.2 9.3 11.7 The relative elevation of static water does not agree with expected reg- ional groundwater elevations. Within the bog area, broad-scale gradients starting at 10 ft above MSL near the Centerville-Osterville wells would yield 5 ft elevations bordering the wetlands. Static water levels frequently occur at 10 ft above MSL. Within lots 15 through 12 the silty-clay lense is probably incomplete allowing the observable drops in static water. Below lot 18 and lot 12, however, the presence of layered deposits becomes more frequent near the bog , region. Flooding and Storm Events iThe entire basin of the ditched bogs behaves as a leaky tub. A base flow is maintained by continual groundwater leakage into the ditch regions. A small -4- • 3 p O � ." y a • • Q ,»•ae y. t1 p •s f �• i 3Y xY xy LY ,� +p p -• x9 ., OD 19 " • '�" iw �� w x+ i • i • Q I A22ye , •�•,•. i y � al R 0 1� ti v 9 ♦ - i a ` Y f7 y a 9 a L j a t }} a Y jy • 1 t .,. :'terq'•%: ^� • a /• LR� a • / / r y NA ZA toll tit 1 � y. •r� a y' w x. r r Y a Y ti t '•� J PRECIPITATION �� ♦-• ;■40 -Am ift.81 y VON 5.70 2.75 FIG 9.53 1. ` � ,•'� �j • : 4.75 -6- • i ELL'rtt-'Q O r-' c/o 7 i r CIO i%G L•'• �., cjag WE LL Zoe, � • o3.gy �'� � 1 "'A h P.6 cmt" Auh 142 - • •2.S .� SO�Nh I GROUNDWATER ELEVATIONS MEASURED APRIL 1986 COMPARED WITH THE CENTERVILLE-OSTERVILLE MUNICIPAL WELL ZONE OF CONTRIBUTION (SEA,1985) . • -7- rainfall results in little increased volume. However a large rainfall creates a disproportionate volume of flow. The ditched flow discharges into Red Lily Pond. The flow volume has been studied over the period of 12 months. Generally, a steady base groundwater discharge occurs from the bog basin. Small storm events do not cause much of an increase in flow (see enclosed figure) . Sub- stantial storms (1-2 inches/hr) bring about a sizable discharge, over 30,000 ft3/day. Part of the flow comes from directly received rainwater, but sizable fractions also originate from runoff of adjacent roadways. In the eastern regions of the bog watershed basin, the sandy soil underlain by finer sand and clay serves to collect rainfall and laterally transport the flow. Several roadways in the region become flooded during moderate storms (1 inch/hr) . To determine the elevation of flooding, a transect was performed down Cranberry Road by Low and Weller. The low point at the end of the road was 11.6 ft. Interviews with neighbors established that flooding annually occurs to 7-8 inches above the 11.6 ft level. This would place static water highs at 12 feet in the region of the bog. Perched Water and Groundwater Gradients For the site, the consistent elevated water levels, well beyond anticipated sustained groundwater gradients, indicate that the shallow water levels inter- cepted by the standpipes represent perched water on top of layered aquitarde (silt lenses) . Where these layers sufficiently overlap, like near the bog re- gion, the higher water levels sustain themselves during moderate rainfall. As shown in the figure, the lenses are not continuous, but broken, allowing some levels to approach the groundwater gradient (or phreatic surface) which dips • towards the oceanside. During heavy rainfall, the main subsurface flows are directed towards the bog regions and discharge to Red Lily Pond. During light -8- Co 70 • IS 12 • 12.0 • $'S •'S��T 07.0 •1i.9 I 9.1 19 18 !9 �S PERCHEQ WAS 8 y 6 u1N.ED.JEL -9- rainfall, the shallow saturated zones maintain themselves as variable static water levels across the property, partially leaking laterally to the bog area and partially leaking vertically to the groundwater level which flows towards Nantucket Sound. The saturated soil condition then is actually an undulating water level, reflecting where there are vertical leaks (drainage) by depressed water elevations. During sustained dry periods the water levels decay to the prevailing groundwater levels. From a year long observation of the behavior of discharges of the bog re- gion, it can be reasonably stated that annual high water probably can be set at 12 feet above mean sea level. During the year, from 3 to 10 storms may occur with sufficient rainfall to create substantial runoff and lateral discharge to the bog regions. On the site, this would yield two defined regions, (1) a region of .standing water experiencing substantial lateral velocity towards the bog region and (2) a region where normal spring rainfall will maintain shallow saturated soil in depths less than four feet below land surface (grade) . • 15 14 13 12 r 0 18 19 2 4 ' STANDING WATER DURING 2 in/2hr storm DEPTH TO GROUNDWATER LESS THAN 4 ft DURING 2 in/2 hr storm Lo 40' ., '? so\ u •'• , .'( !; + -11 Cayes y Pt �/' li :i: •\�� �', Little �!- .5 _ -• ,•,/ lr ,( /.�,j� �i Great li at. Pt �:;• `6�• ) .�;vim • ,y.• , �2 � 11 rr •�l• � X. a•�.,.1. 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