department of the army u.s. army engineer district, … · department of the army u.s. army...

DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, MOBILE

CORPS OF ENGINEERS P.O. BOX 2288

MOBILE, ALABAMA 36628-0001 REPLY TO ATTENTION OF:

CESAM-RD-C 14 JANUARY 2013 PUBLIC NOTICE NO. SAM-2012-01584-JEB

JOINT PUBLIC NOTICE U.S. ARMY CORPS OF ENGINEERS

AND STATE OF ALABAMA

DEPARTMENT OF ENVIRONMENTAL MANAGEMENT

REQUEST FOR AUTHORIZATION TO FILL WETLANDS ON 16 UNDEVELOPED LOTS WITHIN TIMBER CREEK SUBDIVISION, DAPHNE, BALDWIN COUNTY, ALABAMA

TO WHOM IT MAY CONCERN:

This District has received an application for a Department of the Army permit pursuant to Section 404 of the Clean Water Act (33 USC 1344). Please communicate this information to interested parties.

APPLICANT: Timber Creek Land Company, Inc. Attention: Mr. Allen Cox 32128 Broken Branch Circle Spanish Fort, Alabama 36527

AGENT: Wetland Resources Environmental Consulting Attention: Ms. Gena Todia Post Office Box 2694 Daphne, Alabama 36526

LOCATION OF WORK: In wetlands draining into D'Olive Creek, Sections 27 and 28, Township 4 South, Range 2 East, Latitude 30.666° North/Longitude -87.863° West, Daphne, Baldwin County, Alabama.

WATERWAY: D'Olive Creek, Sections 27 and 28, Township 4 South, Range 2 East, 30.666°N/-87.863°W, Daphne, Baldwin County, Alabama.

PROPOSED WORK: The proposed project consists of filling in wetlands on 16 unimproved residential lots located in Timber Creek Subdivision in order to facilitate development and utilization of these properties as originally platted over 20 years ago. Total proposed wetland impaca. . .. ·~, 8" 00-~~ fo- +ha~p 1t::.. l.n+~ No orlrla:o~nt u,n+ln~rl 0- ~+-nnm :mp"'"'*~ -pln+nrl fn -P~:rlnnt:n!

l_~ J~ "'k a\-.!~~ ... UI E...U . ..._.,3_. .!.U H..1tLh ~ .. aUU!~IUHa! 'f'f\;t!t!..U.U Ul 13-l.! i;,.-ti..,..!A .!.!.! tl\...1.~ ! ...,!4l~U ,..u! -~IU~l ... Ia ...

lots or other infrastructure within the Timber Creek Subdivision are proposed by the applicant. Concerning avoidance and minimization to waters of the United States, the applicant stated the lots included in this permit application have significant wetlands present that will impede iot owners from fully utilizing their property without filling of the wetlands. The applicant has agreed to serve as permit applicant so that all lots can be included in one permit action, rather than each lot owner

CESAM-RD-C of3 PUBLIC NOTICE NO. SAM-2012-01584-JEB being required to go through a separate permitting process. The U.S. Army Corps of Engineers (Corps) has not verified the adequacy of the applicant's avoidance and minimization statement at this time.

The applicant stated the following concerning mitigation for unavoidable impacts to waters of the United States: "Wetland Rapid Assessment Procedure (WRAP) will be used to determine the quality of the wetlands to be impacted by lot development. The WRAP scores will determine whether wetlands on each lot are of high, medium or low quality. Wetland impacts will be compensated through the preservation of wetlands and upland buffers on the Interstate-Baldwin Investments, LLC's tract, as shown on the enclosed drawing7 at the following ratios: High quality wetland impacts- 20:1, Medium quality wetland impacts-15:1, Low quality wetland impacts-10:1." The Corps has not verified the adequacy of this mitigation proposal at this time.

The applicant has applied for certification from the State of Alabama in accordance with Section 401(a)(l) of the Clean Water Act, and upon completion of the required advertising, a determination relative to certification will be made. All project areas are outside Alabama's Coastal Zone.

This public notice is being distributed to all known interested persons in order to assist in developing facts on which a decision by the Corps can be based. For accuracy and completeness of the record, all data in support of or in opposition to the proposed work should be submitted in writing setting forth sufficient detail to furnish a clear understanding of the reasons for support or opposition. The decision whether to issue a permit will be based on an evaluation of the probable impact, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food production and in general, the needs and welfare of the people.

The Corps is soliciting comments from the public; Federal, State, and local agencies and officials; Indian Tribes; and other interested pru_-ties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.

Any person may request, in writing, within the comment period specified in this notice, that a public hearing - be held to consider this application. Requests for public hearings shall state with particularity, the

-

reasons for holding a public hearing.

CESAM-RD-C of3 PUBLIC NOTICE NO. SAM-2012-01584-JEB

Evaluation of the probable impacts involving deposits of dredged or fill material into waters of the United States will include the application of guidelines established by the Administrator of the U.S. Environmental Protection Agency.

The National Register of Historic Places will be consulted for properties listed in or eligible for the National Register, which are known to exist and would be affected by the proposed work. Additional notification will be furnished to the State Historic Preservation Officer via this Public Notice. This review constitutes the full extent of cultural resources investigations unless comment to this notice is received documenting that significant sites or properties exist which may be affected by this work, or that adequately documents that a potential exists for the location of significant sites or properties within the permit area. Copies ofthis notice are being sent to the U.S. Department of the Interior, National Park Service, Division of Archeological Services.

Preliminary review of this application and the U.S. Department of the Interior List of Endangered and Threatened Wildlife and Plants indicate that listed endangered and threatened species or their critical habitat may occur within the project area. The U.S. Fish and Wildlife Service, via letter dated January 4, 2013, has indicated no Federally listed species/critical habitat are known to occur in the project area. However, they will be furnished a copy of this Public Notice.

Correspondence concerning this Public Notice should refer to Public Notice Number SAM-2012-01584-JEB and should be directed to the District Engineer, U.S. Army Engineer District, Mobile, Post Office Box 2288, Mobile, Alabama 36628-0001, Attention: Regulatory Division, with a copy to the Alabama Department ofEnvironmental Management, 4171 Commanders Drive, Mobile, Alabama 36615. Comments should be received no later than 30 days from the date of this Public Notice.

If you have any questions concerning this publication, you may contact Mr. Eric Buckelew at e-mail james.e. [email protected] or phone (251) 690-3184. Please refer to the above Public Notice number.

For additional information about our Regulatory Program, please visit our web site at www.sam.usace.army.mil/Missions/Regulatory.aspx.

MOBILE DISTRICT U.S. Army Corps of Engineers

Enclosures

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Wetland survey. . . _, . is not a .. ,._ . -nd markeu ThiS m~p ·ere idemm.,o a·ronmentai boundanes wResources Envl by Wetland vH "'PS

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1GO 1140 120

,_..-,..-.-~" Existing Elevation (May Vary) ~ FIIIMaterlal

PLEJA.SE NOTE: D1·awlngs are for permitting purposes only. Cross-section view is based on the approximate centerline through the lot f'rom thEl street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view f1or addltionallnfonnation.

cf s(lj 0q,

100 80 60

~~roxlmate Distance from Edge of Street

~~,...- Finished Elevation (May Vary)

Mossburg Enterprises Lot 48, Phase 1 , Part "C" TimberCreek Subdivision Baldwin County, Alabama

~ :/}

~(1)

40 20 0

120

Street Level

110

100

90

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ct:

Drawing Date: 12/19/2019

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Thomas E. Springer.

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400 360 320

Existing Elevation (May Vary} ~ FIIIMatertal

PLE,f>.SE NOTE: Drawings are for permitting purposes only.

,, 1 Cross-section view Is based on the approximate centerline through the lot from the street to the rear of the lot.

"' 1 Existing elevation may vary across the lat. Finished elevation may vary across the lot. See plan view for additional information.

I

. -

I I

-- I I

280 240 200 160

~:>lCimalte !Distance from Edge of Street

.... -· Finished Elevation (May Vary}

Thomas E. Springer Lot49, Phase1,Part"C" TimberCreek Subdivision Baldwin County, Alabama

I I

II I

I II

I I

:I_ T 120 80

_.,.,.,.. .. ---

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-Data Sources: -I Parcel and Road data - Baldwin Co. GIS -1 LiDAR Contours - Baldwin Co. GIS

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This map is not a suntey. Wetland boundaries were identified and marked by Wetland Resources Environmental

onsu mg 1 an were mapp by TTL, Inc. using a Trimble ProXH GPS unit .. sek:to .subcmeter accuracy .. For .......,._..,...._ :-.+ ...................... f.ir..n nlo.-.:~oeo f"nnt~r:t WRFC

·v

Gerald & Terri Sparks

TimberCreek Subdivision n;:mhne_ Baldwin Co .. Alabama

Legend

e Upland Data Point

A Wetland Data Point

CJLot 147-A

- - Buiiding Setback

-- LiDAR Contours

I 50 Feet ~1

PQQVI Wetland (0.20 AC) [;>Q:QQI to. Joe ~fled - . I I Local Parcels

0 12.5 25

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iit 0

--18~--T--·--;;~-·---~0 I 1120 ------ 100 80 60

.-- Existing Elevation (May Vary) ~ Fill Material

Drawings are fo1· permitting purposes only . Cross-section view Is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view f<:~r additional Information.

~.Pf!•roximate Distance from Edge of Street

,........ Finished Elevation (May Vary)

Gerald & Terri Sparks Lot147,Phase1,Part"D" TimberCreek Subdivision Baldwin County, Alabama

40 :zo 0

140

Street Level

s:: 0

120 ~ ~ iii

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110 e <(

100


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This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Cousultiug ('i!VREC) and we1e mapped by TTL, Inc. using a Trimble ProXH GPS unit set to sub-meter accuracy. For more information, please contact WREC

Brookshire Development Co., lnc. Lot 48, Pl1ase 3

TirriberCreek Subdivision Daphne. Baldwin Co .. Alabama

Legend

• Upland Data Point ~ 4.. Wetland Data Point

--- Building Setback

- LiDAR Contours

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...___.____.~_l -j

200 160 120 80 40

AJ?.proximate' Distance from Edge of Street

Exl;sting Elevation (May Vary) ~ FIIIMater!al

ASENOTE: Drawings are f1Jr permitting purposes only. Cross-section view Is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view fiJr additional information.

.......... Finished Elevation (May Vary)

Brookshire Development Co., Inc. Lot 48, Phase 3

TimberCreek Subdivision Baldwin County, Alabama

0

140

Street Level

r:: 0

120 ~ ~ w .$ C\'1 E ')<

110 e <

100

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This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consulting (WREC) and were mapped by TIL, Inc. using a Trimble ProXH GPS

-unit set to sub-meter accuracy. For ~~·~ lnf ... rm,.tinn. nlease contact WREC

Stanley D. & Laura \Nhite Lot 64, Phase 7

TlmberCreek Subdivision Daphne, Baldwin Co., Alabama

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400 360 320 280

Existing Elevation (May Vary) ~ Fill Material

PLEj\SE NOTE: Drawings are for permitllng purposes only. Cross-section vil:lW Is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view ·for additional information.

~- _,__ --+-------4-

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~E!roxhnate Distance fro1m Edge of Street

..,.,....~ Finished Elevation (May Vary)

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Stanley D. ~k Laura White Lot 64, Phase 7


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Data Sources: Parcel and Road data ~ Baldwin Co. GIS UDAR Contours - Baldwin Co. GIS

This map is not a sur.rey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consultmg (WREC) and were mapped i:!y TTL, !nc. using a Trimb!e PmXH GPS unit set to sub-meter accuracy. ~ mnr<> infnrmation. olease contact WREC

--"-··-~··,_ -~ ... ~ ........ __ --~--

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Morgan Bradley Lot 71, Phase 7

TimberCreek Subdivision Daphne, Baldwin Co., Alabama

• Upland Data Point

.A. Wetland Data Point

---Building Setback

__ " ___ LiDAR Contours

I I Lot 71

~ Wetland (0.36 A C) -tD be f;.l~ I I Local Parcels

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200

0> I

..--~ Existing r::levatioro (May Vary) ~ FiiiMaterlal

F'UEASE ~WTE: Drawings are for pem@infl purposes only. Cross-section v!tsw is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for addlitional information.

---

Wetland--~

-- l I

& ,Q(lj

(if 0

I

'--~ -----------

I ---

I

--- ---1160 120 80 40

~~J2!'0Kimate Dilstance from Edge of Street

..,........ Finished Elevatie>n (May Vary)

Morgan Bradley Lot 71, Phase 7

TimberCrelek Subdivision Baldwin County, Alabama

~

0

~ Street Levell -110

c 0

100 ~ <U > G> w s <1:1 E

90 ·s ... Q C: <(,

80


d:d:;t;t;j.·, ~ i \ ; ·, ; ......... ( . 'i; ·:.).~

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This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consulting (WREC) and were mapped by TTL, Inc. using a Trimble ProXH GPS unit set to sub-meter accuracy. For ,.....,......, inform:::otinn~ nlease contact WREC

Awadhesh K. Gupta Lot 1 , Phase 8

TlmberCreek Subdivision Daohne. Baldwin Co ... Alabama

~---

1

Wetland

·-·

240

-! ''-/

* ~ :s r;J

c.· "" ~

c! - I ---r---,

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200 160 120 80

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I I I -I

I I

-I I I

I I I I I

40

~~Je!:O~imate Distance from Edge o'f Street

_.-~ ,..--- Existing Elevation (May Vary) lmm!J Fill Material

PLE!ASE NOTE:

I . I •

L

Drawings are for permitting purposes only. Cross-section vlr:~w is basad on the approximate centerline througl1 the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additionallnfo1·mation.

,... .. ,....... Finished Elevation (May Vary)

Awadhesh K. Gupta Lot 1, Phase 8


0

'135 c: 0 .. 1'0

~ Street Level jjj

! 125 1'0

E ')( 0 1.. Q Q

<C

115


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... .....---~ ..... ., ........... ,'"-..... . .__

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This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consulting (WREC} and were mapped by TIL, Inc. using a Trimble ProXH GPS unit set to sub-meter accuracy. for more information, please contact WREC .... ~ t..,r..t \ l'll"'iO CJOI e..,.

Jerre Strickland I ot 17, Phase 8


<lJ ·$' " (S'

" & c!!

Wetland---11~ .. ~

I I -·

--1 ---1

I I

_....__,_._ __ __._, _j_ __ , _ _._,

240 200 160 120

(\:' :9rtt Qf

0

l I

I

I I / .•.. ~---·· /

/:/ I

80 40

~£Ero,xiimate Distance from Edge of Street

/ Existing Elevation (May Vary} ~ Fill Material

Drawings are for permitting purposes only. Cross .. sectlon vi19w is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional Information.

... -.... Finished Elevation (May Vary}

Jetrre Strickland Lot 17, Phase 8


I

//_....~

I

I

0

145 ----··

Streett LevE~I

135 c 0 .. ~ > CLI w

JB 1:25 ~

E ')( e Q Q

< 11:5


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'· ' :::-l,. :. ' i I., 7 ~ i . I ) .. r:.l .; r::: •••:/··:'3- r1:·1

\ /

/

:1 Data Sources: ~ Parcel and Road data - Baldwin Co. G!S ~1 UDAR Contours - Baldwin Co. GIS , 1 Building Setback - TimberCreek Subdivision Plan

~ ~--

This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental

. d

\ \ \_

Jerre Strickland

TimberCreek Subdivision by TTL, Inc. using a Trimble ProXH GPS unit set to sub-meter accuracy. For more information, please contact WREC Daphne, Baldwin-eo., Alabama


-- LiDAR Contours

~Wetland (0.14AC)

(l)

·~ ""' c- (j" & ...... /

ltf IJj :;$((] ~ OS

(!~- oJ cJ II l WetlTI I ~-r I I I

_./

// u-r--r--, ---;r-

II

200 160 120 80 40

~~oxlmate Distance from Edge of Street

Existing Elevation (May Vary) ~ Fill Material

Drawings are for permitting purposes only. Cross-section view Is based on the approldmate centerline through the lot from the street to the. rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

...,-•"' Finished Elevation (May Vary)

· Jerre Strickland Lot 1'8, Phase 8


________ .. ________________ _

•'

.•

~~/'

,,/·/'

0

Street Level

145

135

125

115

c: 0

-:;:::; co > Q)

[j Q) ..... co E ')( 0 .... Q Q <(


.. ·-1 l:

l <J ... ~- \·t -~ rt···:-~_- __ \

F D Hn:( ~·;_; ~l..+

Ill ;:.r) r;,~~t.: .::; 1~)l :n~

.::::.1 -iC•:"::-(·O~·C· n';1

·:.·.-·. '·-::·

This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental

by TTL, Inc. using a Trimb!e ProXH GPS unit_ s.eJ to !:!liQ-meteL_accuracy. Fo~ mnr"' infnrmation. o!ease contact WREC

Philip and Barbara Stiell


Legend

e Upland Data Point

A Wetland Data Point


-- UDAR Contours

t:]Lot20

~ Wetlaryd /0.5BAC) II t::=> id€ .f;"li-ed L__j Local Parcels

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I I ~--·---·-+1 -+I ------1----+-+--·---t- 120 10

I

200

._- Existing Elevation {May Vary) ~ FIIIMaterlal

PllEASE NOTE: Drawings are for permitting purposes only. Cross-section view Is based on the approximate centerline through the lot from \l~e street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

s-a~;

160 120 80 40

Apprc•x!mate Dis;taoce from Edge of Street

.,._....... Finished Elevation {May Vary)

Philip & Barb Stiell Lot 20, Phase 8


0

E Street Level ·x

e <(

110


!·t~,J:h· ··'t""·" ,.1 ,. 'r r·· t.; nr;,-.J'H 1 1f ~

·- ·' -{ ·\ L~1) l ; .. -i : :-, ;~

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::-•

r·u n.:!:\ ~·.·i· . .w o:;pl• 11r:. 1\t ;:.!.'=.s;~G

-.~ '• \-'·0 >!--i:, 1~:,/ {I ':1:0 ZS:·l .; (·.::,:.(,,);-;:~ 11:1

Eric J & H L . . . elen Sco. tt ot 52: -· .'Phase g

!lmoerCreek ...., . .<0 Daphne. B I,.J;'7· 0~bmvlsion . . 1abama , auWin \..;O .. AI ..

,----

1

--

------~~·-

llJ ·S·

'•J

o· -~c-" () r& ,J' QJ Qj•

Q:' 0

Wetland I ! --;;.·~

I I I I ... 1 __

~f ~

Qf 0

_ .......... 1

t: l::l

Street LE)Vel ':i::::

I ...-

TlTj ·-L=-, ~-------~--~--·~---

·f3o !~ ~l.>

~u ~l.> ... t'O 1:

200

_... Existing Elevation (May Vary) ~ FIIIMaterlal

Drawing:s are 'for permitting purpos~s only. Cross-section vi13w is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional infonmation.

160 120 80 40

Appr~:~ximate Distance from Edge of Street

.,..,,.....~ Finished Elevation (May Vary)

Eric .J. & Helen Scott Lot 52, Phase 8


120

110 0

g::< l::l , .. !:l j;),

c:('


'j ~ l,}.:t;l 'l·' .Jilli)jlLJl,.

'

: 1,.:·~ ., .: i L '." l.i

\ lj.\1 1 Ill~ •• \\ , .o' :'•:21.: ''; . ~' :::··. '; 1 "·7 . \ ) ·,

.::'• 1 .: 1."·:: l!(•<"v": :·, :1

This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consulting (WREC} and were mapped by TTL, Inc. using a Trimble ProXH GPS unit set to sub-meter accuracy- For mrwo infnrm::~tion nlease contact WREC

--. .,_ \ \ \

VVyatl: Bums Johnson & Lydia Kniziey Lot 2, Phase 10, Part "A" TimberCreek Subdivision

Daphne, Baidwin Co., Aiabama

----·----·-----

~~'----... We1~§.Q.SI 1 ..,::.__

... _______ JL~Rear Lot Line

:320 280 240

~:t iit

0

j:detlan~~

~Setback

"--~( 'X?I~ I I ~I I

2:00 1E50 120 80 40

Approximatte Distance from Edge of Street

. ....- Existing l~levatlon (May Vary) ~ Fill Material

ASE 1\IOTE: ,, 1 Drawings are for permitting purposes only.

Cross-section view Is based on the approximate centerline through the lot from the northwest corner of the lot to the southeast corner of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

·----------------

.... -.. Finished Elevation (May Vary)

Wyatt Burns Johnson & Lydia Knizley Lot2, Phase 10,Part"A" TimberCreek Subdivision Baldwin County, Alabama

120 s: 0

~ ~ iii

110 ~ ---street

E ")'(

Level 0 ... c. c. <(

100 0


-i .1. ~ .~:-~·T t J . . 1. ~ -.~ .!tl~·ilr[JH

l~i'(:·:',:l.•-.:·,;~.1-i :\! .:•'' ··;·,

. ··:.'=''· f, 1'•/ ·: _,., '· .·,! ·i I ,: ;;( ,.;,:: :' ~-~

This map is not a survey. Wetland boundaries were identified and marked by Wetland Resources Environmental Consulting (WREC) and were mapped by 1 TL, inc. using a Trimble ProXH GPS unit set to sub-meter accuracy. For morP. information. olease contact WREC

J. />,. Maclay Jr., Inc. Lot 18, Phasg 10, Part "A;;

I imbercreek Subdivision Daphne, Baldwin Co:;"f\labama

~----

Hear Lot Line ----;:...1 ----~~--------~

I

We=ttand

Setback -1-- -· ,__ ·-tll-tl---

f'E- Setback

·--- Stre<st LeVEll

11 (I

~~1-----+-.v·

-1-·-·t---lL-.

, __ _ 1--- -+ ,~~~. - I 100

I -----&-!-- ---7'

I II

·---·· - I f.( /-'0 P h1

L. ___ l 240 200 160 120 80 40

~~:in!)ate Distance from Edge of Str1.eet

...-...-- Existing Elevation (May Vary) ~ FIIIMaterlal

!"'!.lEASE NOTE: ·• I Drawings are for permitting purposes only.

Cross-section view is based on the approximate centerline tl1rough tl1e lot from tl1e street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for addlti<mal information.

.,.,...,.... Finished Elevation (May Vary)

.J. A. Maclay, Jr.,. Inc. Lot 181 Phase 10, Part "A" TimberCreek Subdivision Baldwin County, Alabama

90

80

0

~= (:) -:.;:; Ctl :)> Cl>

uu 41> .... 1:0 15 ·:~ 10 , .... II

~-•:C

'<,


1 '\:· 13n.o: )ll:·)·l Ill :;.1:} !:•..:i~

•.t :!1:_',.(, 1 r:.r ·: () ~ .:•.; I .J tY2·6(•.'"··:: :(:\

Rea1r Lot Line ~;

Wetland-L

Setback ---..;;.1 _ -,-- - 120

I I

+I I 1 1// I -1--- ~ A =s -< Street

"' " 7

,..=s_, "1 1 Level I - 110

I I I r~6-.~~ I I I ~-- 100 ~

> Cl)

w Cl) -Rl

- 90 .§

I I ~~~~Y1 I I I I I >< 2

!~I I I ! I I <

- 80

240 200 160 120 80 40 0

ApproxiJmate Dlstahce ·from Edge of Street

,__.../" Existing Elevation (May Vary) ~ FIIIMaterial ,.,..... Finished Elevation (May Vary)

lr---Drawing Date: 12/19/2019

PLiAsE NOTE: Drawings are 'lor permitting purposes only. Cross-section view is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

Richard Dwayne Carney Lot 19, Phas!3 10, Part nAn TimberCreE~k Subdivision Baldwin County, Alabama

'j' ,{ h11~nH~ 11 i !·,~ ~

1 ~ .. ~ .... ·c·.·· :·--~

r:· o r~.D.' .:'ii:·~.J.

;~c; ::.~:G

1:·.7 .;:01 .!(;_::.(;(\:·.::;

This map is not a survey. Wetland boundaries were identified and marked

sources Environmental Consulting (WREC) and were mapped by TTL, Inc. using a Trimble ProXH GPS unrrset to sub-meter accuracy. For

• ""' -·· _ ... :_ ~ -~~ .......... ...._ ,......._ ...... .,..,_...,.f WQC::r.

Jack C. & Paul Wilson -;

TimberCreek Subdivision D:::1nhne Bald\Min Co .. Alabama

,-------·----·

R:ear Lot Line ~' Setback--?>, Setback <Wetland - 120

I , __ 1 Street Level

------~----------~----~--;-~~-----r- 110

240

_j 1-100 .§ I -- ~'I I. I I I I t h\ ' ~

200 '160 120 80 40

~~oximate Distance from Edge of Street

0

E - 90 ·-

- 80

2 Q Q <(

. ..--./'" Existing Elevation (May Vary) ~ FIIIMaterla! ...,,..,......- Finished Elevation (May Vary)


PlEASE 1\JOTE: ·• Drawings are for permitting purposes only. •· Cross-section view Is based on the approximate centerline

through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

Jack C. <~ Paul Wilson Lot 20, Phase 10, Part 11A" TimberCreek ·Subdivision Baldwin County, Alabama

1. 4, d:r:·+). ,j., ~lLrL

'. -~ ; ~ •• I }

o·,·;.·····;··;

- .. .-; :·:•:':i· ----

r·r:. f·:.:·1:·: ~~u~1~

D;Jp!l ~-~~!. ;\t :·:.c:s~~G

:.• :·, '1 ~· ::'.'.1 •• (, 1 ~-~·,i '· (J ,I

:·r:.t .:c.;;:·.c~(!.SS :"C1

I Rear Lot LinEl -:;;.· Setback

240 200

._____. Existing Elevation (Ma11 Vary) ~ Fill Matertal

f--+--~ ~~ PL

L

ASE NOTE: Drawings are fo1· permitting purposes only. Cross-section view Is based on the approximate centerline through the lot from the street to the rear of the lot. Existing elevation may vary across the lot. Finished elevation may vary across the lot. See plan view for additional information.

Wetland Setback ·-r-- -,..,.- 120

Street Level

,. 4 ~7Y?l 110

-100 c 0 ;:: ra > IV jjj

$ ra

·- 90 E ·~ 1.. Q Q

<

- 80

160 120 80 40 0

~J2.!:o:>Cimate Distance from Edge of Street

,,...,.. Finished Elevation (May Vary)


Charles M. & Patricia W. Allen Lot 21 Phase 1 0 Part nAn

' ' TimberCreek·Subdivision· Baldwin County, Alabama

j J! I,Ji-t ~ ·l·• . ..Jld:U!L.UL

. t :: ·~ / i ( ~ ). -~ \\.., l

-,,·H .. ~ r<·\, '· ··::.,

• ..... 1'

r' { ~ !1:-..:< ~;'(i ~'J4

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